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HomeMy WebLinkAboutAda County Highway Department - Cost Share Ordinance No. 15; Permit No. 51; Project # 522038 and 321062.001 Linder Rd. Franklin to Overland. ADA COUNTY HIGHWAY DISTRICT COST SHARE PERMIT 3775 Adams Street ACHD Contact Person: Garden City, Idaho Project Management 83714 Name: Reid Selmer Phone (208) 387-6280 3775 Adams Street Facsimile (208) 387- Garden City Idaho 83714 6289 Phone: (208) 387-6249 ACHD Date of Permit: ACHD Project Nos.: 522038 Permit No.: 51 and 321062.001 Capitalized terms that are not defined in this Permit shall have the meanings given to them in the ACHD Cost Share Ordinance No. 215. I. PERMITTEE INFORMATION This permit is granted to: Partnering Agency Contact Person: City of Meridian Caleb Hood Deputy Director Phone: 208-489-0572 Email: chood@meridiancity.org II. ROAD PROJECT AND APPROVED NON-TRANSPORTATION COMPONENTS Name/Location of ACHD Road Project: Linder Road, Franklin to Overland ACHD Project 522038/321062.001 as depicted in the project plans attached hereto and incorporated herein as Exhibit A. 1 of 10 Approved Non-Transportation Components: Pursuant to this Permit, ACHD authorizes, and, as a condition of issuing this Permit, requires, the following Non-Transportation Components: 1) Construction and Perpetual Maintenance of the following • Continuous Streetlighting, • Fiber conduit with junction boxes, • Landscaping between the multiuse pathways and curb and in the center medians (hereinafter "landscaping"), • Art Fixtures and associated lighting in the center median, • River Patterned concrete for the pedestrian wall and the parapet, and • River Pattern/form liner for the MSE wall/abutment. All of the aforementioned is depicted in Exhibit A as attached and incorporated herein. ACHD authorizes and requires the construction and perpetual maintenance of the continuous streetlighting, fiber conduit with junction boxes, landscaping, art fixtures, and river patterned concrete associated with this Project. In accordance with Ordinance 215,the foregoing continuous streetlighting,fiber conduit with junction boxes, landscaping, art fixtures, and river patterned concrete are referred to as the "Non-Transportation Components." III. ACQUISITION OF RIGHT-OF-WAY OR REAL PROPERTY Conditions of acquisition/contribution of right-of-way or real property by Partnering Agency and/or reimbursement to ACHD by Partnering Agency for said acquisition: None. ACHD has already acquired or is in the process of acquiring the right-of-way necessary to incorporate the Non-Transportation Components into the Project. Therefore, the acquisition of real property is not required of the Partnering Agency and is not part of the Non-Transportation Components. IV. DESIGN OF NON-TRANSPORTATION COMPONENTS AL A Party responsible for obtaining plans/design for Non-Transportation Components: ACHD design plans include the continuous streetlighting, conduit/junction boxes and river patterns described in Section II.The City is providing design plans for the landscaping and art fixture design described in Section II have been designed by the Partnering Agency, as shown in Exhibit A. 2of10 If Partnering Agency is responsible for providing plans/design, deadline for submitting plans/designs to ACHD for approval: N/A Additional conditions: All designs/plans submitted by Partnering Agency must comply with (i) established engineering standards, including the Idaho Standards for Public Works Construction (ISPWC); (ii) the American Association of State Highway and Transportation Officials (`AASHTO'); (iii) the Cost-Share Ordinance No. 21 S; (iv) all adopted ACHD rules, regulations, and policies; and (v) all state and federal laws. No designs shall be considered final until they are approved in writing by ACHD. Any modifications to the deadlines set forth above must be approved in writing by ACHD. By approving such design or construction of the Non-Transportation Components to the extent such Non-Transportation Components were not designed or constructed by ACHD. Allocation of design costs for Non-Transportation Components (including, if applicable, any credits provided to Partnership Agency and application of any federal funding) and for reimbursement, if applicable: The Partnering Agency shall be solely responsible for all design costs for the fiber optic conduits, the associated junction boxes, landscaping, art fixtures, and river patterned concrete. (Non-Transportation Components), if any. ACHD agrees to provide the City with a credit for the cost to construct the City's landscaping design in place of the stamped concrete in sections of the sidewalk buffers and medians. The credit amount will be provided by ACHD to the City in a per square foot credit at the time of the bid for the portion the City chooses to landscape. V. CONSTRUCTION OF NON-TRANSPORTATION COMPONENTS 3 Description of construction work approved by ACHD to be completed by Partnering Agency (if applicable): (In addition to description, refer to designs and plans attached to this Permit as Exhibits, if applicable.If designs and plans are not complete at the time of issuance of this Permit,they must be approved in writing by ACHD and shall be incorporated into this Permit.) 1. ACHD SHALL: a) Be the party responsible for soliciting, receiving and opening of bids and for executing and administering the construction contract for the roadway reconstruction and Non-Transportation Improvements referenced herein, which contract shall include, inter alia, a provision that all work required for the Non-Transportation Improvements shall be performed in conformance with the most current edition of the Idaho Standards for Public Works Construction(ISPWC) and the most current City of Meridian Supplemental Specifications to the ISPWC. b) Provide Partnering Agency with a complete set of combined bid documents for the roadway reconstruction, and for the Non-Transportation Improvements. 3of10 c) Furnish Partnering Agency with an abstract of all bids received, and obtain Partnering Agency's written concurrence with ACHD's recommendation for award of the construction contract prior to making such award. Partnering Agency's concurrence shall specifically acknowledge that the Non- Transportation Improvements are and shall be subject to the terms and conditions of this Agreement. If Partnering Agency does not concur, ACHD shall remove the Non-Transportation Improvements and if necessary, rebid the Project. Partnering Agency shall be responsible and shall reimburse ACHD for any and all costs suffered by ACHD attributable to the removal of the Non-Transportation Improvements from the Project and if applicable, the rebidding of the Project. d) Include in the construction contract, a term providing that Partnering Agency will have the right and authority to work directly with the Contractor to resolve any claims relating in any way to the Non- Transportation Improvements and that any such claims will be reviewed, approved or denied by Partnering Agency including enforcement of the two(2)year warranty period to be started at the date described in the final acceptance letter from Partnering Agency. e) Coordinate with Partnering Agency should any changes be made to ACHD's portion of the construction contract or work pursuant thereto that does or may impact the Non-Transportation Improvements. f) Make monthly progress payments and the final construction contract payment to the Contractor in conformance with the terms of the construction contract. g) Submit to Partnering Agency a copy of each design consultant billing attributable to the Non- Transportation Improvements if applicable and Contractor progress payment estimate, and the final construction contract payment estimate, as such estimates are approved by ACHD after obtaining Partnering Agency's concurrence regarding Partnering Agency's portion of the construction contract, together with an invoice for Partnering Agency's share of the construction contract costs earned by and to be paid to the Contractor. h) As applicable,provide for the reference and replacement of all pre-existing survey monuments within the Project. i) Provide the field survey and grade control necessary for construction of the roadway. Centerline or offsets and stationing shall be established prior to the City staking any sanitary sewer or potable water service lines, water valve boxes, manhole locations, and other City facilities. j) At the conclusion of the Project, submit to Partnering Agency written documentation of expenditures with an invoice for payment of all costs and expenses ACHD incurs, in addition to those provided under paragraph l.g. above, as a result of the additional work attributed to the Non-Transportation Improvements within the Project Boundaries, including but not limited to, costs or changed conditions,plan errors and omissions,and delays attributable to design and/or installation of the Non- Transportation Improvements. k) Indemnify, save harmless and defend regardless of outcome, Partnering Agency from expenses and against suites, actions, claims or losses of every kind, nature and description, including costs, expenses and attorney fees caused by or arising out of any negligent acts by ACHD or ACHD's 4of10 officers, employees, agents or contractors while acting within the course and scope of their employment, which arise from or which are in any way connected to the Non-Transportation Improvements. Such indemnification hereunder by ACHD shall in no event cause the liability of ACHD for any negligent act to exceed the amount of loss, damages, or expenses of attorney fees attributable to such negligent act, and shall not apply to loss, damages, expenses or attorney fees attributable to the negligence of Partnering Agency. This duty to defend, indemnify and hold harmless is subject to the limitations of Idaho law,including Article VII Section 4,Idaho Constitution and Idaho Code Title 6 Chapter 9 (the Idaho Tort Claims Act), and to any other limitations set forth in the Agreement. 2. PARTNERING AGENCY SHALL: a) Provide the inspection, field survey and grade control required for the installation of all Non- Transportation Improvements incorporated into the Project and installed and adjusted under the construction contract and provide copies of appropriate tests and construction diaries to the District Project Representative as designated by ACHD. b) Provide ACHD with the special provisions if applicable, and stamped plans, bid quantities and an Engineers Estimate (or pursuant to Paragraph l.g. pay ACHD the actual cost if ACHD's design consultant prepares the same) for the Non-Transportation Improvements to be incorporated into the Project and included in the bid documents for the construction contract (all work required for the Non-Transportation Improvements to be performed in accordance with the most current edition of the Idaho Standards for Public Works Construction(ISPWC),the City's Supplemental Specifications to the ISPWC, and the City's Revisions to the Standard Specifications). c) Remit to ACHD, within thirty-five (35) calendar days after the date of any invoice referenced in paragraph l.g., all funds for which Partnering Agency is responsible pursuant to the approved progress payment estimate and the final construction contract payment estimate. d) Remit to ACHD, within thirty-five (35) calendar days after the date of invoice referenced in paragraph l.j., all funds for which Partnering Agency is responsible pursuant to this Agreement. e) Reimburse ACHD five percent (5%) of Partnering Agency's construction costs attributable to the Non-Transportation Improvements as payment toward the additional costs incurred by ACHD, including overhead and benefits, and project administration costs which include but are not limited to: public advertisement of the Project, supplying bid plans, supplying construction plans, preparing and holding the preconstruction meeting, generating monthly pay estimates and paying the Contractor, preparing change orders, general construction project oversight, and maintaining construction project files. f) Reimburse ACHD for mobilization, traffic control, flagging, detours and weekly meetings on a prorated basis. The prorated basis for the above items will be calculated using the percentage of Partnering Agency's project costs as they relate to the total project construction costs. g) Provide (at City's sole costs) trench compaction testing for the Non-Transportation Improvements from one-foot(1')above the pipe zone to sub-grade of the roadway section;trench compaction testing shall be provided at the minimum frequency rate of one (1)test per one thousand(1,000) lineal feet, 5of10 minimum one (1) for every three (3) transverse trenches; provide all re-testing required in any area that does not meet construction contract requirements; and provide copies of tests for the area along the alignment of the pipeline to the designated ACHD representative. h) Be liable for the cost of repairing any trench failure attributable to the Non-Transportation Improvements within the Project Boundaries, and be liable for and indemnify, defend and hold ACHD harmless for any and all costs, claims, and damages resulting from any such trench failure. i) Reimburse ACHD for any additional costs to ACHD over and above costs specifically enumerated herein, where such costs are attributable to the installations, adjustments, relocations and abandonments of the Non-Transportation Improvements or to the removal of any or all items from the construction contract that are associated with the installation of the Non-Transportation Improvements. j) Indemnify, save harmless and defend regardless of outcome, ACHD from expenses and against suites, actions, claims or losses of every kind, nature and description, including costs, expenses and attorney fees caused by or arising out of any negligent acts by Partnering Agency or Partnering Agency's officers, employees, agents or contractors while acting within the course and scope of their employment, which arise from or which are in any way connected to the City Water and Sewer Improvements. Such indemnification hereunder by Partnering Agency shall in no event cause the liability of Partnering Agency for any negligent act to exceed the amount of loss, damages, or expenses of attorney fees attributable to such negligent act, and shall not apply to loss, damages, expenses or attorney fees attributable to the negligence of ACHD. This duty to defend, indemnify and hold harmless is subject to the limitations of Idaho law, including Article VII Section 4, Idaho Constitution and Idaho Code Title 6 Chapter 9 (the Idaho Tort Claims Act), and to any other limitations set forth in the Agreement. k) Work directly with the Contractor to resolve any claims relating in any way to the Non-Transportation Improvements; any and all such claims will be reviewed, approved or denied by Partnering Agency and Partnering Agency shall indemnify, save harmless and defend regardless of outcome, ACHD from expenses and against suites, actions, claims or losses of every kind, nature and description, including costs, expenses and attorney fees caused by or arising out of any and all such claims regardless of the outcome of the City's efforts to resolve said claims with the Contractor. Additional conditions: (1) Partnering Agency will not allow any liens to attach to any right-of-way, improvements, or any other property of ACHD as a result of any labor performed or materials supplied in connection with the construction of the Non-Transportation Components. (2) Partnering Agency shall be responsible for obtaining all permits required by ACHD in connection with any construction of the Non- Transportation Components. (3) Partnering Agency's construction shall not negatively impact ACHD's construction of the Transportation Components or ACHD's Road Project schedule in any way. (4) Any amendment to the designs and plans must be approved in writing by ACHD. (S)All construction of the Non- Transportation Components shall be in accordance with the designs/plans approved by ACHD. (6) All construction by Partnering Agency will comply with (i) established engineering standards including the Idaho Standards for Public Works Construction (ISPWC); (ii) the American Association of State Highway 6of10 and Transportation Officials (AASHTO'); (iii) the Cost Share Ordinance No. 21 S; (iv) all adopted ACHD rules, regulations and policies; and(v) all state and federal laws. If Partnering Agency is responsible for all or a part of the construction of the Non-Transportation Components: a. Date for submitting Partnering Agency's contractors and engineers to ACHD for approval: N/A b. Date for submitting Partnering Agency's contractors' and engineers' estimates to ACHD approval: N/A c. Date for submitting Partnering Agency's contractors' and engineers' contracts to ACHD for approval: N/A Any modifications to the deadlines set forth above must be approved in writing by ACHD. All construction will be included in the ACHD construction contract. The Partnering Agency will be responsible for reimbursing the construction costs of the proposed Non-Transportation Components. Allocation of construction costs for Non-Transportation Components, reconstruction costs of Transportation Components necessitated by the incorporation of Non-Transportation Components into the Road Project, ACHD construction, maintenance, administration, and overrun costs (including, if applicable, any credits provided to Partnering Agency and application of any federal funding), and time for reimbursement, if applicable: Partnering Agency shall be solely responsible for all construction costs of the Non-Transportation Components, whether ACHD or Partnering Agency performs such construction. If ACHD performs the construction of the Non-Transportation Components,then Partnering Agency shall reimburse ACHD for the actual costs of all materials used, the cost of the relocation of any utilities necessitated by installation of the Non-Transportation Components, including but not limited to the construction costs of Streetlights, conduit, the junction boxes, landscaping, art fixtures, and river patterned concrete where applicable. Payment by Partnering Agency shall be made to ACHD within 30 days following submission of any invoice by ACHD to Partnering Agency identifying such charges. ACHD will provide a credit to the City for installing their landscaping in place of stamped concrete in sections of the sidewalk buffers and the medians. The credit amount will be provided by ACHD to the City in a per square foot credit at the time of the bid for the portion the City chooses to landscape. Relocation of utilities to be completed by Partnering Agency (if any): The Partnering Agency shall be solely responsible for the cost of relocating any utilities required in connection with the placement, incorporation, or construction of the Non-Transportation Components. 7of10 Storm water provisions (if applicable): N/A Additional conditions: Upon a determination by ACHD that the incorporation into the Road Project of Partnering Agency's Non-Transportation Components will have an adverse effect on storm water quantity or quality, Partnering Agency shall be solely responsible for either mitigating or funding the mitigation of any such adverse effects in a means determined by or acceptable to ACHD. Schedule for completion of Road Project: At this time, ACHD's schedule for completion of the Transportation and Non-Transportation Components of the Road Project is estimated for July 2025 for Phase 1 (Project no. 321062.001 —Linder Rd and Overland Rd Intersection) and June 2027 for Phase 2 (522038 —Linder Rd, Overland Rd to Franklin Rd including I- 84 Overpass). VI. MAINTENANCE OF NON-TRANSPORTATION COMPONENTS _10i Maintenance requirements of Non-Transportation Components by Partnering Agency: The Partnering Agency shall be,and is hereby,granted a non-exclusive,revocable license to maintain,repair, and replace the Non-Transportation Components, subject to the provisions of this Permit and during the term of this Permit.This includes the perpetual maintenance,repair,and replacement of the streetlights,fiber optic conduits, the junction boxes and landscaping described in Section II. Partnering Agency shall cause the Non-Transportation Components to be operated and maintained in good functioning order during the term of this Permit, in accordance with applicable law, the approved designs/plans, Partnering Agency's streetlights, fiber optic conduits and junction boxes. Any replacement and/or installation by Partnering Agency of additional improvements shall be accomplished in accordance with designs,plans, and specification approved in advanced an in writing by ACHD, in its discretion, and as required to satisfy applicable laws, its policies, and good engineering and landscaping practices. Additional conditions: 1. This Permit does not extend to Partnering Agency the Right to use any part of the ACHD Road Project area to the exclusion of ACHD for any use within its jurisdiction, authority, and discretion or of others to the extent authorized by law. 2. In accessing any part of the Road project that has been accepted as an open public highway (as the term "highway" is defined in Idaho Code Section 40-109(5), Partnering Agency's authorized use is subject to the rights of the public to use the highway. 8of10 3. The rights granted hereunder are subject to and subordinate to the rights of holders of easements of records and the statutory rights of utilities to use the right-of-way. 4. This Permit does not preclude or impede the ability of ACHD to enter into or grant easements or license agreements allowing third parties to access the Road Project area, or the ability ofACHD to redesign, reconstruct, relocate, maintain, and improve the Road Project and right-of-way as it determines necessary, in its sole discretion. S. In consideration of the license granted by this Permit, Partnering Agency expressly covenants and agrees that the license granted herein is temporary and merely a permissive use of the ACHD right- of-way pursuant to the terms of this Permit. Partnering Agency assumes the risk that the license granted herein may be terminated before Partnering Agency has realized the economic benefit of the cost of installing, constructing, repairing, or maintaining the Non-Transportation Components, and by signing and accepting this Permit, Partnering Agency hereby waives and estops itself from asserting any claim, including damages or reimbursement, that the license is in any way irrevocable because partnering Agency has expended funds on the Non-Transportation Components and the Permit has not been in effect for a period sufficient for Partnering Agency to realize the economic benefit from such expenditures. 6. In the event Partnering Agency fails to replace, repair, maintain, and care for the Non- Transportation Components, ACHD shall have the following remedies in addition to any other recovery in law or in equity,provided that ACHD first gives Partnering Agency 30 days'notice and Partnering Agency fails to remedy such failure: (i)ACHD may revoke this Permit; (ii)ACHD may replace, maintain, and/or care for the Non-Transportation Components, and Partnering Agency shall reimburse ACHD fully for all associated costs; (iii) ACHD may remove, alter, redesign, or reconstruct the Non-Transportation Components or any part of the ACHD Road Project (including without limitation the right-of-way), or in the case of landscaping, replace the Non-Transportation Components with hardscape, and Partnering Agency shall reimburse ACHD fully for all associated costs; and (iv) ACHD may refuse to issue any further Cost Share Permits or any other permits for future ACHD Road Projects until Partnering Agency complies with the conditions of the Permit. In addition, in the event of an emergency caused by Partnering Agency's failure to perform required maintenance,ACHD may immediately perform any and all emergency repairs or take other measures in connection with an emergency and Partnering Agency shall reimburse ACHD fully for all associated costs. VIL TERM Term of Permit: This Permit shall be perpetual, until terminated or revoked pursuant to the provisions of this Permit. Upon termination or revocation of this Permit,upon the request of ACHD, Partnering Agency will either, as directed by ACHD, (i) promptly remove the Non-Transportation Components and restore the underlying area to at least the condition present as of the date of this Permit repairing and restoring all portions of ACHD's right-of-way, personal property, and real property, if any, that are damaged during such removal activities; or (ii) reimburse ACHD for its cost of redesigning, replacing, and/or reconstructing the right-of- way or real property underlying the Non-Transportation Components.Any portion of the Non-Transportation Components that remain in ACHD right-of-way or on ACHD real property 90 days after termination or 9of10 revocation of this Permit shall be deemed abandoned, and ACHD shall have the right to remove them or redesign, replace, and reconstruct the right-of-way or real property underlying them and charge all costs to Partnering Agency. VII.ADDITIONAL PROVISIONS APPLICABLE TO PROJECT Additional provisions: This permit provides terms upon which the incorporation of the Non-Transportation Components into the Road Project is approved. IX. GENERAL CONDITIONS OF PERMIT 1. This Permit is issued conditioned on the Partnering Agency's compliance with ACHD's Cost Share Ordinance No. 215, the terms and conditions of this Permit and all applicable ACHD policies, standards and specifications and all certifications made by the Partnering Agency's pursuant to this Permit. 2. This Permit is subject to the provisions of state and federal law and all ACHD Ordinance, including but not limited to the Cost Share Ordinance No. 215, in effect as of the date of issuance of this Permit and those that may be adopted after the issuance of this Permit (the "Applicable Law"). In the event of any conflict between this Permit and Applicable Law, Applicable Law shall govern. In the event that any part of the obligations of the Partnering Agency or of ACHD in connection with this Permit or the Road Project are determined to be illegal or unenforceable by a court of competent jurisdiction, the remaining obligations of the Permittee set forth in this Permit shall still be applicable. Further amendments and restatements of the Cost Share Ordinance shall not be applicable to this Permit. 3. If any portion of the ACHD Road Project (including without limitation any portion of the right-of-way and ACHD personal property therein)is damaged as a result of Permittee's action or inaction with regard to the construction, operation, and/or maintenance of the Fiber Optic Facilities or the failure or neglect to construct, operate, and/or maintain the Fiber Optic Facilities, then the Permittee shall, at its sole cost and expense, correct such deficiency and restore the area to the same condition it was in prior thereto, and if Permittee or its successors or assigns shall fail or neglect to commence such correction and restoration within twenty-four(24)hours of notification thereof, ACHD may proceed to do so, in which event Permittee shall reimburse ACHD for the costs and expenses thereof, including,without limitation, reasonable compensation for the use of staff and equipment of ACHD. 4. The Partnering Agency shall be liable to ACHD for any and all damages, fines, fees, obligations to third parties, costs, expenses, attorney fees, or any other liabilities whatsoever directly resulting from the Partnering Agency's failure to comply with any provision of this Permit and/or Cost Share Ordinance No. 215. Without limiting the foregoing in any manner, in the event Partnering Agency fails to comply with any provision of this Permit, then following any applicable notice and opportunity to cure set forth 10 of 10 herein, ACHD shall have the right, in addition to all other rights and remedies elsewhere in this Permit, to redesign, replace, and/or reconstruct the Non Transportation Components and/or the right-of-way or real property underling the Non-Transportation Components, and in such event, Partnering Agency shall reimburse ACHD for all associated cost. The obligations in this Section shall survive the expiration, revocation, and/or cancellation of this Permit for any reason. 5. The Partnering Agency may delegate any of its responsibilities hereunder to any third party so long as it gives prior written notice to ACHD that specifies in detail what responsibilities are being delegated and identifies the third party. Notwithstanding any delegation to a third party, the Partnering Agency shall remain and shall be ultimately responsible for the third party's compliance with the terms of this Permit, and no delegation shall absolve Partnering Agency of any duties or obligations of this Permit in any way. In addition, Partnering Agency fully assumes all legal risks of determining whether any such delegation is property under applicable law and/or regulations, and shall not be absolved of any responsibilities under this Permit if it is unable to complete or maintain any such delegation for any reason. 6. Partnering Agency will protect, defend, indemnify, and hold ACHD and its officers, directors, employees, members, and agents harmless from and against any and all liability, suits, losses, damages, claims, actions, costs, and expenses of any nature, including court costs and attorney fees, arising from or out of any acts or omissions of the Permittee, its agents, or contractors related to or in connection with the Non-Transportation Components and the exercise of any privileges or performance of any obligations by the Partnering Agency pursuant to the terms of this Permit. Partnering Agency's obligations in this Section shall survive the expiration, revocation, and/or cancellation of this Permit for any reason. 7. In the event the Non-Transportation Components will or may necessitate future maintenance, repair, relocation, or replacement that is not subject to this Permit,ACHD shall in its discretion issue Partnering Agency an amended or an additional Cost Share Permit to perform such work. 8. ACHD shall at all times have the right to relocate, reconstruct, remove, or redesign any and all improvements that are part of the Road Project. ACHD will use its best efforts to advise Partnering Agency of any anticipated actions within the Road Project that would be likely to cause a relocation, modification, or other adaptation of any of the Non-Transportation Components, and the parties, to the extent reasonably possible, shall agree to a priority schedule regarding the same and shall attempt to cooperate with respect to planning and coordination as related to any such relocation, modification, or other adaptation of any of the Non-Transportation Components. If ACHD ultimately determines that any part of the Road project must be relocated, reconstructed, removed, or redesigned, then Partnering Agency, at its sole cost and expense, shall be responsible for relocating, reconstructing, removing, or redesigning the Non-Transportation Components, as required by ACHD, which shall be accomplished by the Partnering Agency according to designs, plans, and specifications approved by ACHD in writing prior to any such work. Partnering Agency may also elect to remove all or a part of the Non- Transportation Components in lieu of any relocation, modification, or adaptation. Partnering Agency assumes any and all costs of itself and ACHD relating to any future relocation of the Non-Transportation Components. 9. ACHD shall at all times have the right to revoke this and any other Permit granted to the Partnering Agency to access the Highway or public right-of-way or real property. In addition, ACHD may immediately perform any and all emergency repairs or take other measures in connection with an emergency, in which case the Partnering Agency shall reimburse ACED fully for all associated costs. 11 of 10 10. This Permit shall immediately be revocable and/or cancelable by ACHD by providing written notice to the Partnering Agency upon the occurrence of any of the following: (i) a determination by ACHD that any of the information submitted by the Partnering Agency in the Cost Share Application is false or inaccurate in any manner; (ii)a determination by ACHD that the Partnering Agency has failed to comply with any term or provision of this Permit; (iii) a determination by ACHD that the Partnering Agency has failed to replace,maintain, and/or care for the Non-Transportation Components, as required by the terms of this Permit. Except in an emergency situation,ACHD shall provide the Partnering Agency with thirty (30) days notice of the issue and an opportunity to comply prior to exercising such rights. 11. The issuance of this Permit shall in no way obligate ACHD to provide Partnering Agency with additional permits or rights, nor shall ACHD be obligation to utilize provisions or rights set forth in this Permit in connection with additional permits or rights that it may elect to provide to Partnering Agency in the future. 12. All exhibits and any addenda to this Permit are incorporated herein. 15. This Permit is conditioned upon the signature of ACHD and the Permittee below. SIGNATURES This Cost Share Permit is issued by the Ada County Highway District on the date set forth above: Ada County Highway District: The person signing below represents that he or she has the authority on behalf of ACHD to issue this Permit and bind ACHD to the terms set forth herein. By: Ryan Head Its: Director Acceptance/certification by Permittee: The person signing below represents that he or she has the authority on behalf of the Partnering Agency to accept and agree to the terms of this Permit and bind the Partnering Agency to the terms set forth herein. 12 of 10 By: Robert E. Simison 1-7-2025 Its: City of Meridian, Mayor Attest: Chris Johnson 1-7-2025 City Clerk 13of10 EXHIBITS EXHIBIT A: ACHD Project 320024/522025 and City of Meridian Project No. 11340 plans 14 of 10 DocuSign Envelope ID: F62A1D6D-BA81-49B4-80B5-E863B3869DC1 LEG E N D U T I L I T I E S a) aCountyc . (See Standards For Specifics) _ Q) 2 _ 3 Relocate To New Location And/Or Adjust To Grade To Q C.L. of Construction or Survey Avoid New Roadway Construction By Lumen Star Eagle � E o Existing Profile or X—Section Line Relocate To New Location And/Or Adjust To Grade To Project Name: Overland Rd And Linder Rd - Linder Rd Overpass Phase 1 Boise Existing Edge of Pavement or Gravel ❑ Avoid New Roadway Construction By Intermountain Gas Meridian — —12"CMP SD Project Number: 321062.001 N Existing Drain or Irrigation Pipe Relocate To New Location And/Or Adjust To Grade To cv Avoid New Roadway Construction By Idaho Power u O Existing Ditch or Flow line G I S No: 209609 Kuna ��o rn Relocate To New Location And/Or Adjust To Grade To o P/L — — H Avoid New Roadway Construction By City Of Meridian 6 Existing Property or Right of Way Line v " Relocate To New Location And/Or Adjust To Grade To Q o Existing Fence and Gate =v TopAvoid New Roadway Construction Sparklight L Relocate To New Location And Or Adjust To Grade To FO / � � W Creenhead � Existing Slope ° °m Avoid New Roadway Construction By ACHD Dr Leh u► J `��/ I Am Existing Curb & Gutter ERelocate To New Location And/Or Adjust To Grade To e cre k Q I> Avoid New Roadway Construction By Syringa (Line 'FOS') 4J Existing Curb(No Gutter) 3ADA C O U N T Y F3 Relocate To New Location And/Or Adjust To Grade To a Avoid New Roadway Construction By Lumen (Line 'FOC') Existing Concrete Sidewalk W Pintail Dr �� F6 Relocate To New Location And/Or Adjust To Grade To Avoid New Roadway Construction By Zayo (Line 'FOZ') ennedy Lateral Existing Curb,Gutter,Sidewalk and Approach SHEET INDEX —r—or—vv—or—u—or—Ior—Iv—or—bew—or—ue(- Fg Relocate To New Location And/Or Adjust To Grade To Existing Utility Line With Initial Avoid New Roadway Construction By Sparklight (Line 'FOP') Elementary Peregrine .� Water Valve or Meter school W Gander Dr ec^� SHEET NO. DESCRIPTION Q Gas Valve or Meter Utility Coordination Was Requested Through e� GENERAL m Fire Hydrant Achd During Design Of This Project. Utility IDW Waltman t 1 TITLE SHEET Information Is Shown Only For Surface 2 OWNERSHIP & CONTROL TABLES Q Q Signal Pole Features And If Provided By The Owner Of 3 PROJECT CONTROL SHEET > Light Pole The Utility For Non—surface Features. a ROADWAY PLANSCn Utility Pole With Anchor 4 TYPICAL SECTION 1 OF 2 Utility Adjustments, Relocations, Or \ "dF � Sign, Stop/Street Street Sign and Mailbox > 5 TYPICAL SECTION 2 OF 2 g p/ 9 Replacements May Or May Not Be Completed 6 ROADWAY PLAN - STA. 3+00 - 8+00 � Verbena Dr v o_ Prior To Construction. The Contractor Shall — 7 ROADWAY PROFILE - STA. 3+00 - 8+00 0 o OO OO Existing and New Manholes Coordinate And Accommodate Work With The 8 ROADWAY PLAN N ® ❑ Existing and New Catch Basin Utility Companies. - STA. 8+00 - 13+40 \ cn 9 ROADWAY PROFILE - STA. 8+00 - 13+40 � 0 10 ROADWAY PLAN - STA. 13+40 - 18+80 � o Call Digline v, N O O New Sediment Box 2 Business Days Prior To Excavation 11 ROADWAY PROFILE - STA. 13+40 - 18+80 0 Cn Ph. # 811 To Request Underground I-84 I-84 12 OVERLAND RD PLAN & PROFILE ° `n ® Existing and New Irrigation Box Utility Locates 13 DRIVEWAY- STORM BASIN ACCESS o PROJECT 14 DETAIL SHEET z Deciduous And Evergreen Tree Contact Scott Bennett 15 RETAINING WALL PLAN & PROFILE 0- ACHD Utility Supervisor LOCATION 16 BLOCK WALL SECTIONS a 0 () Deciduous And Evergreen Bushes For Information Call 387-6259 11 17 BICYCLE RAILING TYPE 4 ° rn CONSTRUCTION STAGING J Existing Building of 18 CONSTRUCTION STAGING OVERVIEW w I N PROJECT DATUM: 19 STAGE 1-2 CONSTRUCTION SIGNAGE o River, Creek, or Canal >, W Overland Rd 20 STAGE 1 CONSTRUCTION o \ The Horizontal Datum for this Project is Based W Overland Rd 21 STAGE 1 PEDESTRIAN & BICYCLIST DETOUR From Ada County Benchmark Information About Ada Q A22 Revision Note County Point No. 100502 and CAF of 1 .0001528315 Y 22 STAGE 2 PHASE 1 CONSTRUCTION T J o was Applied to Project Points to Ground Values. `o L23 STAGE 2 PHASE 2 CONSTRUCTION 00 Q '\ /� Construction Note Elevations Shown are NAVD 88 (GEOID18) Based Z 24 STAGE 2 PHASE 3 CONSTRUCTION � V) From NGS Brass Cap M 86. o STORMWATER POLLUTION PREVENTION 3456 Street Address g V a 25 SWPPP PLAN - STA. 3+00 - 13+00 Property Number or Curve Number N N 26 SWPPP PLAN - STA. 13+00 - 18+00 27 SWPPP PLAN - STA. 103+00 - 108+00 ° Bench Mark and Monument a� SIGNING & PAVEMENT N O 28 SIGNING & PAVEMENT MARKING PLANS - STA. 0+00 -6+00 � w 10 >> 29 SIGNING & PAVEMENT MARKING PLANS - STA. 6+00 - 16+00 \ a) 2 15 14 15 14 Section & 1/4 Section Corner 30 SIGNING & PAVEMENT MARKING PLANS - STA. 101+00 - 109+00 o V a) z ``' ® ILLUMINATION PLANS EP EG 31 ILLUMINATION & SIGNAL PLANS - STA. 3+00 - 8+00 i Design Plan Edge of Pavement or Gravel .21 32 ILLUMINATION & SIGNAL PLANS - STA. 8+00 - 18+00 0 m Design Profile For TC or Pipes O o SIGNAL PLANS z Y 33 TRAFFIC SIGNAL PLAN (LINDER & OVERLAND) z Design Profile Grade Break 34 TRAFFIC SIGNAL DETAILS (LINDER & OVERLAND) o 00 0 35 TRAFFIC SIGNAL DETAILS (LINDER & OVERLAND) N i 36 TRAFFIC SIGNAL DETAILS (LINDER & OVERLAND) o Design Profile PC or PT _ Ld �— vicinity Map 37 TRAFFIC SIGNAL DETAILS (LINDER & OVERLAND) ~ MI Design Ditch or Flow line N.T.S. o Design SD or Irrg. Pipe on Plan View R/W _ _ � 0 N New Property or Right of Way Line 0, 0I New Easement Line 0 -V-V-V-V-V-V-V New Retaining Wall Q J li z Limits of Cut Slope Limits of Fill Slope 0 o Section Line New Curb and Gutter g a- > 20' 0 N �ONA� F 0 0 Sod Repair tiq,_ [if New Curb,Gutter,Sidewalk, and Approach �G\ST ® Asphalt Repair " ' F8C8B3F4145C441... ® Gravel Repair Certification Of Compliance With Standards 7756 /Fl\ - ,I- Concrete Repair The Design And Plans Have Been Prepared In Substantial Conformance With The O o) /22/2024 N P �0 = New Ped Ram New Valley Gutter Policy, Design, And Drafting Standards In Effect At The Time Of Preparation. p OF��9 P ti TF .rP iLandscape Rock CARNP .r.ACHD Ada County Highway District3775 Adams Street, Boise, Idaho, 83714 project Number: 321062.001 Project Name: Overland Rd And Linder Rd - Linder Rd Overpass Phase 1 Sheet 1 of 37 27 www.achdidaho.org DocuSign Envelope ID: F62A1D6D-BA81-49B4-80B5-E863B3869DC1 Parcel ID Parcel Assessor Assessed Ownership Prescriptive Right Of Way Easements (SF) Remaining Construction ID Number Record Owner Address Size SF ROW SF Required SF Perm. Temp. No. ( ) ( ) q ( ) p Ownership Size (SF) Sheet Number (S,U,D,B,SW) 1 R0525200020 Idaho Auto Mall LLC 1800 W Seabrook St Meridian, I D 83642-0000 533784 2871 8284 (D) 5113 530913 3110 81 S 1213336185 De bga r LLC 1580 W G re e n head Dr Me ri d i an, I D 83642-0000 12632 2028 (S) 12632 8110 82 S 1224223501 Aspen Grove Holdings LLC 1575 W Ove rl a n d Rd Me ri d i a n, I D 83642-0000 94569 1342 1770 (S) 93227 418 83 S 1224223551 S3 Investments LP 1750 S Linder Rd Meridian, ID 83642-0000 188615 188615 4 84 R2737350120 Fall Creek HOA INC S Spoonbill Ave Meridian, ID 83642-0000 45128 45128 4 85 R2737350220 Miguel M Lopez 1554 W El i as Dr Me ri d i a n, I D 83642-0000 22477 22477 4 86 S 1223110500 Louie D Shearer 1807 S Li n d e r Rd Me ri d i a In. I D 83642-0000 43560 43560 4 87 R8048710052 Idaho Pacific Lumber Company Inc 1770 S Spanish Sun Way Meridian, ID 83642-0000 52795 52795 4 88 R8048710046 So uth ri d ge Farm LLC S Linder Rd Meridian, ID 83642-0000 35981 35981 89 R8048710025 Southridge Farm LLC 1716 S Spanish Sun Way Meridian, ID 83642-0000 75185 1171 357 74014 418 90 R0525200040 Idaho Auto Mall LLC 1566 S Spanish Sun Way Meridian, ID 83642-0000 51183 3762 1428 (S) 1556 47421 8 0 N O N PARCEL OWNERSHIP TABLE N W F- Z_ of Q_ N N N N O N N W Q N N BENCHMARK/ g BENCHMARK/MONUMENT MONUMENT NORTHING EASTING ELEVATION NAME 0 NO. Ld w 12 701867.44 2443562.26 2672.39 BRASS CAP J 117 701855.65 2449359.46 2608.10 5/8" IRON ROD 12087 Z 0 120 701869.59 2449232.38 2607.22 5/8" IRON ROD 11118 121 701845.89 2449206.59 2607.91 5/8" IRON ROD 11118 Z 124 701742.04 2449357.93 2607.95 5/8" IRON ROD NO CAP BENT 0 0 134 701716.55 2449233.86 2609.23 5/8" IRON ROD 5617 z 135 701746.78 2449204.07 2609.47 A L U M I N U M CA P 0 136 701394.05 2449328.91 2613.91 5/8" IRON ROD NO CAP BENT w 139 702468.12 2449238.06 2608.90 1/2" IRON ROD NO CAP oI 140 702620.10 2449222.75 2605.57 A LU MI N U M CA P / UI 145 702209.03 2449334.75 2603.93 1/2" 1 RO N ROD 4116 N 150 701793.90 2449282.69 2609.54 BRASS CAP 5291 w 0 I U 0 20 40 60 z J z Plan Scale BENCHMARK/MONUMENT TABLE O KELLER Z g w o `�oNA� F �ni ti �� TF C/r W F8C8B3F4145C441... 7J �z • D E T A I L T I T L E • 7756 J o Revisions: • S I G N A T U R E S • O cn,5/22/202 0 = N OWNERSHIP & CONTROL TABLES o,L�RFCARNP�� / Design By: J. Thornton Date: 4/2024 Drawn By: A. Corley Date: 4/2024 .�Z AcHD Ada County Highway District3775 Adams Street, Boise, Idaho, 83714 project Number: 321062.001 Project Name: Overland Rd And Linder Rd - Linder Rd Overpass Phase 1 Sheet 2 of 37 27 www.achdidaho.org DocuSign Envelope ID: F62A1D6D-BA81-49B4-80B5-E863B3869DC1 Control Point Table Point # Northing Easting Elevation Description 12 701867.44 2443562.26 2672.39 BRASS CAP 117 701855.65 2449359.46 2608.10 BARFFV 12087 118 701881.10 2449331.36 2607.44 BARFFV 12087 119 701881.10 2449334.44 2607.54 BARFFV 12087 120 701869.59 2449232.38 2607.22 BARFFV 11118 121 701845.88 2449206.59 2607.91 BARFFV 11118 124 701742.04 2449357.93 2607.94 BARFFV NO CAP BENT POB 134 701716.55 2449233.86 2609.23 BARFFV 5617 139 702468.12 2449238.06 2608.90 BARFHF NO CAP 140 702620.10 2449222.75 2605.57 ALUMINUM CAP 145 702209.02 2449334.74 2603.93 BARFHF 4116 150 701793.90 2449282.69 2609.54 BRASS CAP 5291 0 0 _ I 0 O o \\\\\\\ I (D f*I 15661 9� 18001 O Idaho Auto Mall LLC Idaho Auto Mall LLC Parcel 87 I C \ I R0525200040 R0525200020 1 770 \ Idaho Pacific Lumber Company Inc \ R804871005200 \ \\ 0 parce f l7161 89 O Parcel 89 z J SouthridgeOFarm LLC 1716 121 R8048710025 SouR8048710025 e Farm LLC o •®® CEP Parcel 1807 86 I - - - - P/L Louie 0 Shearer 139 � 51223110500 o P/L - P L04 - ° `V 0 134 Y ° 120 - - - - - - - - - I - I - - I - I - I - I - I - I - I - I - I - I - I - I - I - I - I - I - I - - 1 I - I - I - I - I - I - I - I - I - I - I - I - I - I - I - I - I - I - I - I - II o I - I - I - I - I - I - I - I - I - I - I - I - I - I - I - I - I - I - I - I - I - I - I - I - I - I - I - I - I - I - I - I - I - I - I - I - I - I - I - I - I - I - I - I 150 I I - I - I - I - I - I - I - I - I - I - I - I - I - I - I - I - I - I - I - I - I - I - z 3+00 4+00 � 017' r26"E 6+00 7+00 8+00 N00°41 '26"E 9+00 + 10+00 } 1 1 +00 N00°32'54"E 12+00 _ 13+00 14+00LLF !� ��( I I I I b �111�+1C�Q I I \� I I I I �11 00 - 18+00 Ckf - - - - - - - �= u I - I - I - I - I - I - I - I - I - I - I - I - - I - I - I - I - I - I - I - I - EPCL I - I - I - I - I - I - I - I - I - I - I - I - I - I - I - I - I - I - I - I - I - I - E N00600 I 12 N I - I - I - I - I - I - I - I - I - I - I - I - I - I - I - I - I - I - I - I - I - I - N 0 0 6 0 0 0 0 0 0 136 - - - - - - - - - - - - - - - - - - - - I - I - N / I - I - I - I - I - I - I - I - I - I - I - I - I - I - I - I - I - I - I - I - o - P/L - - P/L - - P/L - - \ - - - - - - e J-L- I/d 04 LO a tW eee + 118 - - - - s 145 Vd Vd _ LO �/d�- ' FaIR2737MO120nCT I 119 EP EP EP EP FQ Vd � 124 117 F ° arcel ° o o EP Miguel M Lopez 85° r o EP EP R2737350220 0 0 Parcel 82 Pa< 82 1575 1575 x Aspen Grove Holdings LLC Aspen Grove Holdings LLC (14 S1224223501 S1224223501 Parcel Parcel 81 1580 81 { � 15a8rOLLC Step R51353500209 Q �V' Parcel \ 1J 51213336185 750 S3 Investments LP 83 \ 1 51224223551 00 w 1 N 0 ° I z I N \ � oo z V r I 0 0 o X N a \ I I a _� -L? _� In x I v z U ° in 0 v7 r� Q U I z N W I U 0 50 100 150 Z J z Plan Scale a 0 KELLER oA S S • z g W 0 �ONAL F p`�u`�� gTF i W F8C8B3F4145C441... ?J z D E T A I L T I T L E 7756 J 0 Revisions: 10 s�1221202 0 2 0 • S I G N A T U R E S • N PROJECT CONTROL SHEET °ti�RFcARNP��- i Design By: J. Thornton Date: 4/2024 Drawn By: A. Corley Date: 4/2024 �1'�AcHD Ada County Highway District• www.achdidaho.org 3775 Adams Street, Boise, Idaho, 83714 project Number: 321062.001 Project Name: Overland Rd And Linder Rd - Linder Rd Overpass Phase 1 Sheet 3 of 37 . DocuSign Envelope ID: F62A1D6D-BA81-49B4-80B5-E863B3869DC1 Section Line Varies - Travel Lane 13.00' Varies (13' Typ) Varies (12' Typ) Varies Travel Lane Travel Lane Shoulder Existing Pedestrian Pathway -- 2%f 2%f i ovo Existing Curb Palsting thwa Pedestrian & Gutter y 5" Thickness Of Plantmix Pavement Superpave SP-3, Item 814.4.1 .A.1 6" Of Crushed Aggregate For Base Type 1 (Plan Quantity) Item 802.4.1 .A.1 Subgrade Separation Geotextile, Type ll, Item 2050.4.1 .C.1 18" Of Minus Uncrushed Aggregate Base, Item 801 .4.1 .B.1 .6 0 Typical Roadway Section 1 Sta. 4+24.02 To 6+ 10.37 N O N N N LO R/W o Section Line Varies (42.60 Min) 40.40' z 2.00' 2.00' Utility 2.00' Varies (11 ' Min) Varies (11 .00' Typ) Varies (11 .00' Typ) 11 .00' 11 .00' 11 .00' 11 .00' 2.00' 5.00' 10.00' 0 N Curb Travel Lane Travel Lane Left Turn Lane Left Turn Lane Travel Lane Travel Lane Right Turn Lane Curb Buffer Multi-Use Pathway N 5.60' 5.40' _ Embankment a, 1 .00' Incidental Existing Pedestrian c� Slope 3:1 Max. N Pathway Median Curb, c LO f- 2% Item SSP 07009 `V 2% -i �-1 .75% 0 V) \0 5" Thick Concrete Pathway Item �' Existing Curb g & Gutter No. 706.4.1 .E.1 .5 (Typ Both Sides) Conduit, Per Illumination Plans i 5" Thickness Of Plantmix Pavement (Typ Both Sides) 4" Of Crushed Aggregate For Base Type 1 (Plan Superpave SP-3, Item 814.4.1 .A.1 V18" Of 6 Minus Uncrushed Subgrade Separation Geotextile, y) ( yp ) Quantity) Item 802.4.1 .A.1 T Both Sides o Aggregate Base, Item 801 .4.1 .B.1 .6 Type ll, Item 2050.4.1 .C.1 3 IN 6" Of Crushed Aggregate For BaseJ 4" /4" of Ornamental Rock o Type 1 Plan Quantity) Item 802.4.1 .A.1 Item SP 25007 Over YP ( Y) Treated Uncompacted Soil Cn Typical Roadway Section 2 (Typ Both Sides) z Sta. 6+ 10.37 To Sta. 8+38.73 U W Cn J Q U D R/W Section Line R W 42.60' 40.40' m 2.00' 2.00' 2.00' z Utility Varies Utility g 10.00 (5.00 Typ) 2.00' Varies (11 ' Min) 11 .00' 11 .00' 11 .00' 11 .00' 11 .00' 11 .00' 2.00' 5.00' 10.00' QMulti-Use Pathway Buffer Curb Travel Lane Travel Lane Left Turn Lane Left Turn Lane Travel Lane Travel Lane Right Turn Lane Curb Buffer Multi-Use Pathway z 1 .00' 5.60' 5.40' �, 1 .00' c� o 'o w U I Median Curb, c 0 1 .75% �- 2% Item SSP 07009 N 2% - f- 1 .75% U Z o ` Embankment Embankment 00 I Incidental Incidental� /� ,\.•\.\\�\\,\\\.�\\ \� Slope 3:1 Max. o Slope 3:1 Max. 6" Vertical Curb & Gutter Item No. 706.4.1 .A.5 (Typ Both Sides) 5" Thickness Of Plantmix Pavement Conduit, Per Illumination Plans z Superpave SP-3, Item 814.4.1 .A.1 (Typ Both Sides) Y 4" of 3/4" Ornamental Rock Item 18" Of 6" Minus Uncrushed Subgrade Separation Geotextile, Q SP 25007 Over Treated Aggregate Base, Item 801 .4.1 .B.1 .6 Type II, Item 2050.4.1 .C.1 00� Uncompacted Soil (Typ Both 6" Of Crushed Aggregate For Base 0 5" Thick Conc Sides) Type 1 (Plan Quantity) Item 802.4.1 .A.1 ~ No. 706.4.1 .E.1 .5 (Typ Both Sides) � 4" Of Crushed Aggregate For Base Type 1 (Plan Typical Roadway Section 3 gQuantity) Item 802.4.1 .A.1 (Typ Both Sides) Sta. 8+38.73 To Sta. 9+53. 15 KELLER o' A S S • w 0 G\S T F F w / o z FKIBBY4145C441... ?J • D E T A I L T I T L E 7756 0 Revisions: S I G N A T U R E S s 22 202 N • • TFoFo", N TYPICAL SECTIONS �'tiR NP Design By: J. Thornton Date: 4/2024 Drawn By: A. Corley Date: 4/2024 CAR ��AcHD Ada County Highway District• www.achdidaho.org 3775 Adams Street, Boise, Idaho, 83714 project Number: 321062.001 Project Name: Overland Rd And Linder Rd - Linder Rd Overpass Phase 1 Sheet 4 of 37 17 DocuSign Envelope ID: F62A1D6D-BA81-49B4-80B5-E863B3869DC1 R/W Varies (70.00' Typ.) Section Line Varies (48.00' Typ.) R/W 53.00' 31 .00' 2.00' Min. I ' 2.00 2.00 Min. Utility Utility 10.00' 5.00' 2.00' Varies (11 Typ) 11 .00' 11 .00' 12.00' 11 .00' 11 .00' Varies (11 Typ) 2.00' 5.00' 10.00' Multi-Use Pathway Buffer Curb Right Turn Lane Travel Lane Travel Lane Left Turn Lane Left Turn Lane Travel Lane Travel Lane Curb Buffer Multi-Use Pathway 1 .00' 6.00' 5.00' a, 1 .00' 0 > 0 Median Curb, Item SSP 07009 N .� 1 .75% -� �-2% 2% . -1 .75% IIIIIIIIIIIIIIIIIIIN a \ \ r\ /\ /. Embankment Embankment 0 � 1 � Incidental �TWI�Zw� Incidental 00\ Slope 3:1 Max. �\��,\��,\�.\\ ,\ i• \ .�.\\.�\���r\\=77777/\ Slope 3:1 Max. 6" Vertical Curb & Gutter Item No. 706.4.1 .A.5 (Typ Both Sides) 5" Thickness Of Plantmix Pavement Conduit, Per Illumination Plans „ 3 Superpave SP-3, Item 814.4.1 .A.1 I (Typ Both Sides) 4 of /4 Ornamental Rock Item V18" Of 6 Minus Uncrushed Subgrade Separation Geotextile, SP 25007 Over Treated Aggregate Base, Item 801 .4.1 .B.1 .6 Type II, Item 2050.4.1 .C.1 Uncompacted Soil (Typ Both Sides) 6" Of Crushed Aggregate For Base a_ 5" Thick Concrete Pathway Item Type 1 (Plan Quantity) Item 802.4.1 .A.1 0 No. 706.4.1 .E.1 (Typ Both Sides) 4" Of Crushed Aggregate For Base Type 1 (Plan Typical Roadway Section 4 N Quantity) Item 802.4.1 .A.1 (Typ Both Sides) Sta. 10+04.44 To Sta. 14+80.71 0 N N R/W R/W u7 o � w z Section Line Varies (73.00' Typ.) Varies w w 5.00' Min. 10.00' 5.00' 2.00' Varies - 51 ' Max. 31 .33' 16.67' N Multi-Use Pathway Buffer Curb � 1 .50' N N C\A v Install Gravel Wedge At Driveway, Crushed N I Aggregate For Base Type 1 (Plan Quantity) Item Ln 1 .75% - N :�5i 802.4.1 .A.1 (Typ Both Sides) o f- 2% 2%- - 1 .75% w Q { Cn 1 g 0 00 Embankment Incidental 6" Vertical Curb & Gutter Item I Slope 3:1 Max. No. 706.4.1 .A.5 (Typ Both Sides) Conduit, Per Illumination Plans, 24" V18" Of 6" Minus UncrushedReinforced Wall, SeeTo 30 Cover (Typ Both Sides) Subgrade Separation Geotextile, Detail B1 Sheet 16 4" of 3/4" Ornamental Rock Item SP 25007 Over Aggregate Base, Item 801 .4.1 .B.1 .6 Type II, Item 2050.4.1 .C.1 N w Treated Uncompacted Soil (Typ Both Sides) o 5" Thick Concrete Pathway Item N Cn No. 706.4.1 .E.1 (Typ Both Sides) Typical Roadway Section 5 z 4" Of Crushed Aggregate For Base Type 1 (Plan Quantity) Item 802.4.1 .A.1 (Typ Both Sides) Sta. 14+80.71 To Sta. 17+00 w Cn J Q C� D_ „ / Varies (14.00' Typ) 12 0 mCn Bicycle Railing Type 4 (4'), 7.00' z See Sheet 17 g Control Line w iQ I 0 z 3'' 0 f 2% I Pavement 0" Cn (.0 W Q Reinforced Wall, See o Detail B1 Sheet 16 { a a s c� 5" Thickness Of Plantmix Pavement c z Superpave SP-3, Item 814.4.1 .A.1 N C/) Slope 3:1 o (Max) 6" Of Crushed Aggregate For Base a a jType 1 (Plan Quantity) Item 802.4.1 .A.1 d 12" Of Minus Uncrushed Aggregate z Base, Item 801 .4.1 .B.1 .6 Median Curb J z See ACHD Supplement to IPSWC SD-701 C Q Median Curb, Item SSP 07009 0 Typical Section 13 N.T.S. Access Driveway at Storm Basin zKELLER Li • 0 C,\S T F F w o z FKEIBY4145C441... ?J • D E T A I L T I T L E 7756 0 Revisions: S I G N A T U R E S s 22 202 N • • TFoFo", N TYPICAL SECTIONS �'tiR NP Design By: J. Thornton Date: 4/2024 Drawn By: A. Corley Date: 4/2024 CAR ��AcHD Ada County Highway District• www.achdidaho.org 3775 Adams Street, Boise, Idaho, 83714 project Number: 321062.001 Project Name: Overland Rd And Linder Rd - Linder Rd Overpass Phase 1 Sheet 5 of 37 17 DocuSign Envelope ID: F62A1D6D-BA81-49B4-80B5-E863B3869DC1 �- -� N O T E S \ ° 04 Retain & Protect O T3N R1 W Sect 23 ° 08 Remove & Reset Sprinkler System, Item SSP 29101 �a 09 Remove & Salvage Roadside Sign, Item a 1 135.01 .06 IO 10 Sod Repair, Item SSP 29064 Adjust Manhole To Grade, Item 2030.4.1 .A.1 12 4" Topsoil, Item SSP 25050 & Incidental To \ Item SSP 29064 a14 Sawcut Incidental To Project, Incidental To Parcel 8 Item 814.4.1 .A.1 ° Median Curb 1770 \ 16 ' ' Gas,s Idaho Pacific Lumber Company Inc \ 20 Sections with 2 P } R8048710052 Location Callouts To Center Of Curb, Item SSP 07009 a 17 Standard 6—Inch Vertical Curb & Gutter, Item 706.4.1 .A.5 Parcel Q 20 Concrete Sidewalks, Thickness 5", Item 11716 C� 706.4.1 .E.1 .5 U Southridge Farm LLC R8048710025 24 Pedestrian Ramp w/Detectable Warning \ Domes, Type C, Item 706.4.1 .H.1 .C.C3 2 Landscape Z ° Buffer (Ex) 26 3/4" Crushed Ornamental Rock, Item SP � Q 25007 Parcel g 6 a ° 1807 ° ° o ACHD Sidewalk o Louie D Shearer T Easement (Ex) 04 S 1 2231 1 0500 � G �JP Tv T T � G P T _ 0H OHP Irr ® x OHP — P/L — — — — P 0 o 0 OHP T ® ° T o Lig t le O — T I �TJ�n 0HP I +24.15 04 P/L — 33.51'Lt. +65.01 �p 17.65'Lt. N z 1 4 `n 0- EP N Q +24.02 I 347'Lt O Sew Sew 11 mmmm=M16 S LINDER ROAD N 3+00 4+00 se —__ � 00 i2 39 N00°41 '2 "E 6+00 7+00 ao 0 10 81'Rt. 14 11 N Begin Control +23.99 W (D N Sta. 3+00.00 —— — — — — 11.00'Rt. w W J L N = 701108.03 EP EP P c� W - w o E = 2449274.42 T EP T T E 09 Q W Sign G ) G !.� EP EP co :2 N +52.39 Irr P EP P G FA Q'� a� EP EP 0 g 12.81'Rt. +19.69 09T N +3 2 +75.38 T EP EP— 24.99'Rt. 11 Sign 17 09 EP `J 04 5.00 t. 36.72'Rt. G 26 EP —� �j UP UP S• o Ligh Pole 04 w — P/L — /L — — P L — P/ — P/ — P/L — — fight Pol 1 4 — I +77.9 Rt. N T Z +53. P L P U U �� 37.37'Rt. +75.90 0o Ry/ -.--+— - - R _ P — P � o Relocate Landscape W W w w w W w w w w R w w w w w �W ; w 14, w Rrlw ,lW 54.10'Rt. +8 . 4 •• .••..•••••••••••••••••• Q Par Boulders As Required, ° ° •.................... ........................••...........d..Z..�... o Incidental To SSP 08105 57.3 ' t. 24 20 5' Ease(P) o Fall Creek HOA Inc \\ +8 7 i R2737350120 62.3 ' t. o 08 10 12 m x xl \ g I Uo °n \ ° z Parcel CD 554 3 x BENCH MARKS : o Miguel M Lopez 8 5 \\ R2737350220 / O BM #136 — 5/8" Iron Rod No Cap Q \ PRIVATE LANE N: 701394 05 51 .0' Rt. U Z E: 2449328.91 w Elev: 2613.91 1-1 ° o Parcel 8 2 1575 o ° U Aspen Grove Holdings LLC 0 20 40 60 z \ ° S1224223501 ZZ ° \ Plan Scale v Parcel \ ■ 0 \r 8 3 xKELLE � 1 750 o \\ S3 Investments LP z \ • g Irr S1224223551 �\ " "> V T3N R1W Sect 24 U LLJ 0 F8C8B3F4145C441... -A J Digital Signature 7756 /22/2024() _ N OC14 � rE O F SOP .�Q Revisions: Design B J. Thornton Date: 1 2024 Drawn B A. Corley Date: 1 2024 Survey B : A. Hafen Date: 09 2022 tih, CARNP 9 Y� � Y� Y � Y Y ��ACHD Ada County Highway District• 3775 Adams Street, Boise, Idaho, 83714 project Number: 321062.001 Project Name: Overland Rd And Linder Rd - Linder Rd Overpass Phase 1 Sheet 6 of 37 www.achdidaho.org DocuSign Envelope ID: F62A1D6D-BA81-49B4-80B5-E863B3869DC1 3+00 4+00 5+00 6+00 7+00 8+00 2624 2624 50. 0' Vertical Curve mom o P I Sta 4+70. 4 o P 1 Elev.2618. 3 2622 K=33.29 2622 Now rn � LO N C � � X � N Ui � 2620 o W 2620 a) ± cfl � V m v C9 j U 0_ N w —0.63 5 i 2618 2618 Design Grade 0 CL 12616 2616 Existing Grade �2 13q 2614 ® CL 2614 _ TBC Elev 2611 .73 _ Offset 4 .35' Rt. Begin Sta.5+95.38 PT S a.6+10.37 N TBC Elev. 2615.0 t 2 612 TBC Elev. Match Ex Offset 40.35' Rt. 2 612 TBC t. L �2. 13q o z 2610 2610 Exist 18" RCFI Irrig Lq N 2608 2608 0 w Q 2606 2606 g N 2604 2604 w w 0 O Of Exist Sanitary 2602 2602 Sewer Q 0 Q 0 Fn 2600 2600 z 0 w 2598 2598 0 0 Q U N 2596 2596 0 U of of 0 20 40 60 z J z 2594 2594 Plan scale 0 KELLE0 ■ oA S S • g 2592 2592 w 0 ONAL G\STE F � o- 0 F8C8B3F4145C441... -1 J Digital Signature 7756 o O N� 12212024r� _ Revisions: Design B J. Thornton Date: 1 2024 Drawn B A. Corley Date: 1 2024 Survey B : A. Hafen Date: 09 2022 tih, CARNP 9 Y Y Y Y Y ��ACHD Ada County Highway District• 3775 Adams Street, Boise, Idaho, 83714 project Number: 321062.001 Project Name: Overland Rd And Linder Rd - Linder Rd Overpass Phase 1 Sheet 7 of 37 � www.achdidaho.org DocuSign Envelope ID: F62A1D6D-BA81-49B4-80B5-E863B3869DC1 �- -� N O T E S 01 Removal of Obstructions, Item 201 .4.1 .C.1 04 Retain & Protect O 05 Reference and Reset Monuments, Item T3N R1 W Sect 23 P5661 g 0 T3N R1 W Sect 14 2020.4.1 .F.1 C/) Idaho Auto Mall LLC +30.38 0-), R0525200040 08 Remove & Reset Sprinkler System, Item SSP 29101 1 12.98'Lt. � rn I 001 09 Remove & Salvage Roadside Sign, Item zI 1 135.01 .06 +30.39 ; 0 I I ) 10 Sod Repair, Item SSP 29064 100.401t. o I r J +32.39 I +46.12 11 Adjust Manhole To Grade, Item 2030.4.1 .A.1 Parcel g g 47 54 95.57'Lt. I I Sig 94.78'Lt. 12 4" Topsoil, Item SSP 25050 & Incidental To 12 98 I 3 I +46.11 Item SSP 29064 Southridge Farm LLC 41 51 I 05 88.14'Lt. +24.54 R8048710025 54 01 / • .' I 001 +61.84 +68.69 +24.54 83.00'Lt. 14 Sawcut Incidental To Project, Incidental To 25' Landscape L 05 a 81.o0'Lt. 75.00'Lt. ACHD Sidewalk 12 98 81.00'Lt. Item 814.4.1 .A.1 51 +93.27 Ir C +66.81 Buffer (Ex) +64.74 69.81'Lt. � .• I I P � � 70.00'Lt. Easement (Ex) +24.52 - \ 6 Ease(T) 75.00'Lt. 16 Median Curb, 20 Sections with 2 Gaps, 47 54 64.00Lt. +95.49 +24.51 +24.52 Location Callouts To Center Of Curb, Item ACHD Sidewalk +63.34 65.16'Lt. / I� •' 23 0 ° d O o --- - 5 Ease(P) 73.00'Lt. Easement (Ex) 04 58.62'Lt. P T " ° ° �- ----- ----- 7o.00'Lt. - SSP 07009 20 •� P 61 e RAW - `+++-r•i��Wo+-&+- +•+'� ♦�/W R�W - - R�w - - R�yy - �'�--------------- -'-r'• 17 Standard 6-Inch Vertical Curb & Gutter, +33.77 - -- I I \ ° Item 706.4.1 .A.5 ,Lt 01 _O 14 17 O But n \ +82.50 20 P L 01 MH `36'' I FO 09 +52.50 +22.50 OO +92.50 82 20 P � - °° � O e 78 Concrete Sidewalks, Thickness 5", Item al on 706.4.1 .E.1 .5 n i Sig zo _____ 01 __ F wire Fence 23 Pedestrian Ramp w/Detectable Warning O 42.44 Lt. OS 61 05 Domes, Type A, Item 706.4.1 .H.1 .A.A Curb _ 41 FOS /4 \ ign 41 01 26 TYP 75 17 ' 26 3/4" Crushed Ornamental Rock, Item SP 04 +69.31 9-/, 01 , w 37 27 14 01 S o0 25007 84 42.48'Lt. I 01 09 X FOS FOS FOS FCS - - FOS FOS FOE0 0 26 o� 17 28' 37 0 01 I 40 47 I> F2 37 12„ PVC - C900, Item 601 .4.1 .A.05.12A u7 Asphalt 37 43 01 Dirt T k 40 48" Dia. Storm Drain Catch Manhole, Item o - �2 04 1 1 o J u7 602.4.1 .E.1 .048 0 151 + 16 +05.01 F2 I °�c U 04 11 48 x 1- 41 Catch Basin - Type I, Item 602.4.1 .F.1 17.61'Lt. 40 `� I +04.44 f S LINDER ROAD ,+ � 47 Connect Existing Pipe to New Structure, O.00t. -- - -- ---- ---- - > - - - � -- ----�36" PVC--�---- }----�-- - 6' d Incidental To Item 602.4.1 .E.1 .048 00 N00°41 '26"E 9+00 o N - ---- _ _ 10+ ---- 1 1 +00 N00°32'54"E 12+00 13+00 z _J W +53.15 > �, As t W 05 48 Connect New Pipe to Existing Structure, - 't. cn P w w z" Pvc 12" PVC w X w J Incidental To Item 601 .4.1 .A.05.12A a I O I N, 00 S 74.78 w w w w 12" vc � 51 18" RCP, Irrigation Pipe, Item 35 37 �.00'Rt. 04 11 unpaved 601 .4.1 .A.01 .18A 56' 37 o X 16 0 66 I Sew 8" Sewer Sew w 41 in 84 75 TYP 17 0 54 48" Dia. Irrigation Manhole, Item T 17 I I I I 17 w 01 x 26 602.4.1 .E.1 .048 u7 2600 N P 01 41 I� 61 Traffic Signal & Related Equipment Modified, ° EP EP Curb I 'A�o See Signal Plans, Item 1131 .01 .01 x Q I ' N O +87.50 20 +57.50 +27.50 75 Landscape Areas, See Landscape Plans Cn v7 Ped 61 N 40.33Rt. • • ••••• -r_•-•-•v�•• •••••••••••..•:..•••••••••••• Vd _ /d ••••••�•�� -• • 78 Reinforced Retaining Wall, See Details B1 . ..�.� � ., ��, tton I d; •••••••••••••• ....••••'•••••...•••••••••''� Sheet 16, Item SP 20113 w•.!L•• •• • •••••••••••• ••••.•••'Y.' T ff� o B n -}, W 5 Ease(P) s a y s y y y i \ I 14o Tr ® ' _ 05 82 Bicycle Railing Type 4, See Sheet 17, Item 5' Ease(P) Co 17 c°S +71.60 12 98 SP 20109 0 20 +09.74 � +24.68 00, ° • + 57.35'Rt. p 60.67'Rt. • 61 53. -- - 08 10 12 +11.66 n 14 --- 84 Concrete Bus Stop Boarding/Alighting Pad, e M 11 'x28' Minimum, Continue Concrete w See Illumination 62.35Rt. 23 y I 23 P Multi-Use Pathway to Back of � Plans, Sheet 32 �, A 01 ost z 05 I o 01 EP EP EP EP EP EP EP EP EP EP EF Curb,Thickness 5", Item 706.4.1 .E.1 .5 , } \\\\\\ +29.78 � � , , 05 98 Hydro Seeding As Required, Item SSP 29060 81.81'Rt. I Q +31.78 a 0 81.03'Rt. of v i j c ® 0 0 O Exist. Building m ® I I O I Asphalt z +29.72 I I Q I a0 O I 103.14'Rt. I • o Bollards • I i Parcel 82 102.97'Rt. CD1575 C,4 J BENCH MARKS : o Aspen Grove Holdings LLC +34.53 Q S 1224223501 1 19.58'Rt. iW it N Z W I BM #150 - Brass Cap 5291 I cv Q = Parcel Sta. 9+85.92, 0.0' Rt. +34.49 j I o J � . 1 Deb a580 131.34'Rt. 81 N: 701793.30 z N W I ' r LLC E: 2449282.69 W I • I S 1213336185 Elev: 2609.54 of I Z W c� 1 o ACID Sidewalk O 0 20 40 60 Ea 3ement (Ex) J T3N R1 W Sect 24 I I T3N R1 W Sect 13 Z I I ;� Plan Scale a of o ■ 0 of oA S S • z g of w 0 of G\STF F o i of 0 FK81331`4145C441... �I J Digital Signature 7756 o O N� 12212024r� _ Revisions: Design B J. Thornton Date: 1 2024 Drawn B A. Corley Date: 1 2024 Survey B : A. Hafen Date: 09 2022 CARNP 9 Y� � Y� Y � Y Y ��ACHD Ada County Highway District• 3775 Adams Street, Boise, Idaho, 83714 project Number: 321062.001 Project Name: Overland Rd And Linder Rd - Linder Rd Overpass Phase 1 Sheet 8 of 37 www.achdidaho.org DocuSign Envelope ID: F62A1D6D-BA81-49B4-80B5-E863B3869DC1 8+00 9+00 10+00 1 1 +00 12+00 13+00 2618 2618 GB Sta.B+ 0 TBC Elev. 2610.53 Offset 40.3 ' Rt. 23.03' 2616 Vertical Curve 2616 Begin Sta.8 38.75 PVI a + 81 .43 TBC Elev. 2 10.2E PVI Iev.2602.73 Offset 42.4 ' Lt. =70.39 GB/P Sta.8+69.3 Sta. 9+29.11 L ft TBC FTBC Elev. 2609.8 48" Dia. Irrig M 0.2 2614 2614 , 1 PC ta.9+20.60 Rim Elev. 2609.24 TBC Elev. 2609.12 18" Dia. Inv. 26 5.50' (SE) � _J Offset 52.93' Lt. 18" Dia. Inv. 26 5.50' (W) PT Sta.10+53.55 co 0 TB Elev. 2607.78 + N 00 2 612 n PC S a.9+18.73 Of set 53.00' L . - �i 2 612 o` Sta__.9_+49.42 Offset 40.35' Rt. TBC lev. 2609.64 PT Sta.10 60.68 N w Offset 88.18' Lt. TBC Elev. 2608.11 () 0 } TBC R PC Sta.10+23.5 Offset 31 . O' Rt. a_ m o 1 .06% TBC Elev. 2608.7 2 610 Off et 83.07' L . 70.65' 2 610 _ Ver ical Curve -1.41 a -0 53% PVI S a 14+55.23 -1 3 -2 3% PVI Iev.2602.03 TBC Lt. 1 .60 0 Existing Grade =70.38 EX FO E F @ CCo Right TBC 2608 EX TEL rn 2608 1 g» EX TEL �� TBC Rt. 0 o 43 LF PT St .9+48.83 + C° o Q 1.50� TBC Elev. 2608.46 rEXN N o Offset 70.45 Rt. PC Sta.10+ 0.68 � -�•5490 ° °' N Exist 18 CP Irrig BC Elev. 26 8.3E - 5 w 260E 2 6 0 E 12 35 LF 49° 0 N @ 0 22% TBC Lt. °° o 0Ll @ 12" 43 LF 0 22% - z 2604 Sta. 8+4 .30 Sta. +94.60 2604 Dia. Irrig 8 Dia. Irrig MH 0.3 Exis 12" W St 10+65.51 57.59 Lt. 6 .02' Lt. Catch Basin A5 E, 29.50' Rt. Ri Elev. 261 .39 Rim Elev. 2609.61 RiniElev. 2607 60 18" Dia. Inv. 2607.00; (S) 18" Dia. Inv. 2606.29 (S) Exist 6" PVC Storm 12' Dia. Inv. 2 04.60' (SW) 2602 18" Dia. Inv. 2607.00' (N) 18" Dia. Inv. 2606. 9' (NW) I I 2602 18" 41 L Sta. 9+48.89 Catch Basin A5 W, 51 .50' Lt. Exit 36" PVCStorm-1 @ 1 .77 Catc MH A6.1 , 9.96' Lt. -Rini Elev. 2607 21 Sta. 9+18.55 Rim Elev. 2609.3 12 Dia. Inv. 2 04.20' (E) Catch Basin A6.2.W, 0.98' Lt. 12" Dia. Inv. 26 5.58' (NE) 2600 Rim Elev. 2608.71 12" Dia. In 26 5.68' (S) 2600 g Ia. I nv. (E) 12 27 LF Sta. 9+17.90 ® 0.20% Catch Basin A6.2.E, 8.85' Rt. 2598 Rim Elev, 2608.79 2598 vi " w w Sta 9+18.32 w Catch MH A6.2, 20.00' Lt. I I Exist. St 9+81 .34 u 0 Rim Elev. 2609.42 Exist Sta. 10+4 .88 Of 259 6 12" Dia. Inv. 26 5.84' (W) Catch MH A6 (E), 0.24' Rt. Catch MH 1 Lt. 2596 a 12 Dia. Inv. 26 5.84 E RimElev. 260 .36 12 Dia. Inv. 26 5.50 (SW) Exist 30" RCP Ir i 0 12" Dia. Inv. 26 5.74' N 9 a ( ) 30 Dia. Inv. 2 98.85 (E) 36 Dia. I v. 2598.40 (S) 36 Dia. Inv. 2 98.84 (N) 36" Dia. Inv. 2598.52' N 12" Dia. Irv. 2604.10' (W) 2594 12" Dia. In . 2604.51 ' (NE) 2594 z 0 / Fn 2592 F 2592 w 0 o Exist Sanit ry Q � Selver N 2590 F 2590 0 U o' 0 20 40 60 z J z 2588 2588 Plan scale Q 0 KELLE0 ■ • g 258E 258E w 0 G\STF F i 0 F8C8B3F4145C441... �I J Digital Signature 7756 o 10 P 12212024ro = N Revisions: Design B J. Thornton Date: 1 2024 Drawn B A. Corley Date: 1 2024 Survey B : A. Hafen Date: 09 2022 CARNP 9 Y� � Y� Y � Y Y '17�Acm Ada County Highway District3775 Adams Street, Boise, Idaho, 83714 project Number: 321062.001 Project Name: Overland Rd And Linder Rd - Linder Rd Overpass Phase 1 Sheet 9 of 37 www.achdidaho.org DocuSign Envelope ID: F62A1D6D-BA81-49B4-80B5-E863B3869DC1 +82.27 +10.26 N O T E S x 2 206.81'Lt. 06.98'Lt. T3N R1 W Sect 14 . 01 Removal of Obstructions, Item 201 .4.1 .C.1 T . ' / •� 04 Retain & Protect / 05 Reference and Reset Monuments, Item 2020.4.1 .F.1 / : R ; Reference Landscape 09 Remove & Salvage Roadside Sign, Item I Plans For 1135.01 .06 / . �` Stormwater Basin Details (Not In These Plans) 11 Adjust Manhole To Grade, Item 2030.4.1 .A.1 NMID Easement (Ex) Topsoil, Item SSP 25050 & Incidental To Item SSP 29064 / N C • / • 04 16 Median Curb, 20' Sections with 2' Gaps, Parcel ' Location Callouts To Center Of Curb, Item 1800 1 / SSP 07009 Idaho Auto Mall LLC @ • R0525200020 / 0 : 17 Standard 6—Inch Vertical Curb & Gutter, / • : x Item 706.4.1 .A.5 Note: Kendall Ford Property Requires More : • / Survey Based On Recent Improvements. O ; I : 20 Concrete Sidewalks, Thickness 5", Item 706.4.1 .E.1 .5 +83.13 • • / 108.44'Lt. '. ; x +11.13 22 Concrete Driveway Approach, Item 706.4.1 .F.1 102. 02/ .9129'Lt. • • 110.03'Lt. /J +58.95 � 102 04 04 : : 26 / 0 98.38'Lt. _ • 48 3/4" Crushed Ornamental Rock, Item SP ACHD Sidewalk �` . 25007 / Easement (Ex) �61t. ; I • / 35 36" PVC — C905 Storm Pipe, Item O +80.73 / 83.00'Lt. / 15' Ease(T) 78 82 > 601 .4.1 .A.01 .36A 12 98 +88.35 0 +80.36 /IfI 37 12" PVC — C900, Item 601 .4.1 .A.05.12A 83.00'Lt. 73.00'Lt. 01 Pathway �> 10' Ease(P / EH- . EP p, — �� �> +5� nn_ E EP >� 93 EP 82.12'Lt. �� �� EP — 60 20' 78 82 + —� CEP 77.45'Lt. _ —10' Ease(P)- — —�� �� 67 EP 39 72" Dia. Storm Drain Catch Manhole, Item 01 P — E EP 1 602.4.1 .E.1 .072 RAW P EP bP2 P _ EP-- ------ L -- 01 Gate EP ,�. _ � EP - EP Paved Driveway o�_o o ° e ° ° ° � — — EP 66.28'Lt. �� --- - - — P x X 41 Catch Basin — Type I, Item 602.4.1 .F.1 m EP ° ° °_ RAW — P/L — — 12 98 - — --- - -70 35 35 189 X Gate x x I 47 Connect Existing Pipe to New Structure, a +62.50 20 EP EP —+32.50 EP _ P/r — — °�o_�°� i'� 05 �p� Fos y— Incidental To Item 602.4.1 .E.1 .048 o — — P/L Irr °—O— o ° 6'- 20 05 x x X x x x x x '•X •x x 48 Connect New Pipe to Existing Structure, M x •. Chain Link Fence dos Incidental To Item 601 .4.1 .A.05.12A N x x x x x x x x x x —♦ x x x x x x x — 01 41 75 26 94 43' : End Curb, Gutter, & Fos a 60 Gate 6' — See Landscape Plans F2 / Fos Pathway Construction N J 17 / — Sta. 16+96.79 67 Paved Driveway — Storm Basin Access; See 6 75 Sheet 13 and Typical Roadway Section 13 o / 0 Sheet 5 o � ��-� - Fos o - Fos F � 26 17 z Dirt �os -F0 I I �� 22 F2 0 09 / — 75 Landscape Areas, See Landscape Plans a- O 47 37 ign q / — — — J i 78 Reinforced Retaining Wall, See Details B1 / End Full Roadway J Sheet 16, Item SP 201 13 + 04 04 11 48 / Section Construction — — Construct Roadway — a, Ld —Sea. 14+80.71 — — Typical Section 5 _ — 04 — 47 39 01 01 I 82 Bicycle Railing Type 4, See Sheet 17, Item � -42 37 o 6 v y14 - — - — - — — 20109 Y 9 YP S LINDER ROAD 1 +00 032'54" — 1 +00 — — 1 0 — — ---- --36" PVC — — ---36" PVC- 93 Grout Existing Pipe, Cut Pipe And Remove, N — — I — I — I 18+00 O Incidental To Item 601 .4.1 .A.05.12A Adjust 72" Irrigation Manhole, Add Barrel W Unpaved +68.78 Cap Stormwater Pipe Sections As Needed And Concrete Lid, o W 37 38' 16 / 6.00'Rt. w — — — — For Futurele Cover To Lie g 41 17 04 — — Connections Buuffer, Item o602.4 1 .E.1 072 Within The 0 75 � Hydro Seeding As Required, Item SSP 29060 = 20 +67.50_ Ng �d� • � .••-•.••• .••—••.—•.—•-•-- ••••.•.. •••�IZ o /d ••••• •••••••..•• • • a 5' Ease(P) 05 ZVI W W •.•.�•• 12 98 +68.59 — Vd 0 Brush 53.00'Rt. W /n Ditch — — —— Irr — — W�12" PVC z MH — — W fi is � Vd W in EP 12" PVC W— / EP EP — — Light Pole — l/d —Bollards BENCH MARKS : .�� — � l/d — �I - Q Light Pole o EP BM #145 — 1/2" Iron Rod 4116 Q EP Sta. 14+01 .53, 48.1 ' Rt. "I Asphalt x o EP N: 702209.03 z I Exist. Buildings EP E: 2449334.75 Ln Elev: 2603.93 o x EP EP EP EP EP p7p I U 1-1 In I Light Pole 0 20 40 60 of x Z J z Asphalt Plan Scale Q Asphalt 00� x LI- o I Parcel Q 1580 UKELLER o Stephen L Craig z R5135350020 T3N R1 W Sect 13 \oNAL F C G\STE i Q7 F8C8B3F4145C441... ")1 J Digital Signature 7756 o 10 N� 12212024r0 _ N 0�, Revisions: Design B J. Thornton Date: 1 2024 Drawn B A. Corley Date: 1 2024 Survey B : A. Hafen Date: 09 2022 CARNP 9 Y Y Y Y Y ��AcFm Ada County Highway District• 3775 Adams Street, Boise, Idaho, 83714 project Number: 321062.001 Project Name: Overland Rd And Linder Rd - Linder Rd Overpass Phase 1 Sheet 10 of 37 www.achdidaho.org DocuSign Envelope ID: F62A1D6D-BA81-49B4-80B5-E863B3869DC1 14+00 15+00 16+00 17+00 18+00 2622 , 2622 22-H35Vertical Curve Vertical Curve PVI Sta 13 81 .43 P I Sta 16+1 .43 PVI Elev.2 02.73 VI Elev.2606 47 K=70. 9 K=65.44 C� N -J 2616 Left T C Left TBC N (oC 2 616 0 Q) Mw � U U) m 2618 a_ ~ 0 2618 Vertical ury Vertical Curve PVI Sta 1 +55 23 PVI Sta 16+85.26 PVI Elev.2 02. 3 PVI Elev.2610.60 K=70.38 =65.86 �, cq 2616 Right TBC Right TBC C rn N 2616 189.83' Vertical Cu e *f 06 N PVI Sta 16+05.09 ' r > °N° PVI Iev.2606.30 _ w TBC Rt. O��0 2 614 CL t Subgrade 00 n w C� U m o 5?� 2 614 N0 0 6 TBC Lt. a 06 a� 2612 � m � 2612 off a 06 N .p Existing Grade / '31% 2610 > �; � � �L 2610 +Ln 0 \ 0 W U U � No z 41 � 2608 � � � w 2608 0 -1 0- ao � > m � + 0 moo 00 04 + 0 6 j N -� �- 2606 �' w > 2606 rn J U J Grade @ CL 000 12" 42 LF a TB Rt. 9 0_ @ 4.63 0 v7 2604 2604 g Construct to Roadway S a. 16+55.00 Sta. 16 73.43 Top of U crushed Catch MH 43, 5.28' Lt. Catch M11 A2, 79.20' Lt. C Lt.:7 Aggregate Base Rim Elev. 2609.55 Rim Elev 2608.60 0 12 3 LF 6" Dia. Inv. 2597.26' S Sta. 18+67.72 ( ) 36" Dia. Inv. 2597.01 ' (E) 2" Dia. Irrig MH Al (E) 2602 @ 0 2 % 12" Dia. Inv. 604.32' (N) 36" Dia. Inv. 2596.91 ' (N) 2602 w Dia. Inv. 2597. 16 Rim Elev. 2605.09 Exist 3 " 12 ' 47 LF 36" Dia. Inv. 2 96.63' (E) PVC Star m� @ 0.2 % IL 36" 70 LF 36" Dia. Inv. 25 6.63' (NW) 0 o @ 0.20% 36" Dia. Inv. 2 96.63' (S) 2600 2600 0 Q Sta. 13+78.37 Catch Basin A4.E, 36" 189 LF 2598 2598 9.50' Rt. @ 0.14% -Rim z 12" Dia. Inv. 2601 .10' (NW) i Sta. 13+78.37 » 2596 Catch B sin A4.W, Exist 36 PVC St rm 2596 w o Rim Elev 2603.17 0 12" Dia. Inv. 260 .10' (NE) I I z Exist 30" RCP Irr g I� w 2594 L Exist. Std. 14+01 .91 2594 Ui Catch M A4 (E), 5. 4' Lt. LExist 0" RCP Irri Rim Elev 2604.14 36" Dia. Inv. 2597.E ' (S) 0 20 40 60 z 36" Dia. Inv. 2597.E ' (N) Z 2592 12" Dia. Inv. 2599.99' (SW) 2592 Plan Scale Q » 0 KELLE0 ■ o- oA S S • g 2590 590 2 w 0 G\STE F o- 0 F8C8B3F4145C441... ")1 J Digital Signature 7756 o O N� 12212024r� _ Revisions: Design B J. Thornton Date: 1 2024 Drawn B A. Corley Date: 1 2024 Survey B : A. Hafen Date: 09 2022 CARNP 9 Y Y Y Y Y ��ACHD Ada County Highway District• 3775 Adams Street, Boise, Idaho, 83714 project Number: 321062.001 Project Name: Overland Rd And Linder Rd - Linder Rd Overpass Phase 1 Sheet 11 of 37 www.achdidaho.org DocuSign Envelope ID: F62A1D6D-BA81-49B4-80B5-E863B3869DC1 3 W 118 --- N O T E S i - �- • N #119 -- o - �- O 000 -�_ #12 + 0 ® 0 Removal of Obstructions, Item 201 .4.1 .C.1 12 98 I B P`iC� '•.•• x one P d m da 04 Retain & Protect 01 / Odd ..Zl - •• N aouad >Iuil uiD40 0g x �� - - -� x x x --� 3x O 20 •• BM 117 ® 01 08 10 12 --- - Og Remove & Reset Sprinkler System, Item SSP 29101 PIL ' " 09 • ••'• �/ �`30 0 0A ,�o o 4-IMG L �'� -E-- 09 Remove & Salvage Roadside Sign, Item 1 135.01 .06 an d o �'� 0 00 0 BM #121 (3 3 20 �� ?_• 0 20 0 10 Sod Repair, Item SSP 29064 0 do . 4P P/L - 12 4" Topsoil, Item SSP 25050 & Incidental To Item SSP I N - - - - - - - - - do 29064 04 I 34 fi 3 Sawcut Incidental To Protect, Incidental To Item 17 �, +60.42 26 n 14 814.4.1 .A.1 J 14 17 +81 .43 01 �_ � � � 39.17'Lt. 39.09'Lt. 26 04 17 Standard 6-Inch Vertical Curb & Gutter, Item 706.4.1 .A.5 M M , M - - - - M - - - Odd „Zl- M 0nd „Z M M M - - - 14 Concrete Sidewalks, Thickness 5", Item 706.4.1 .E.1 .5 +63.27 14 T Q W +71 .67 W 34 +09.11 18.45'Lt. �, o� +40.19 25.28'Lt. 25.30'Lt. 26 3/4" Crushed Ornamental Rock, Item SP 25007 18.76'Lt. 104+00 1 n 34 Bike Ramp, See Detail Al Sheet 14, Item 706.4.1 .H.1 .A.A _ _ _ 106+00 OVERLAND RD 107+00 N89° 19' 36"W o M #150 - - - - - __&_ _ 108+00 gg Hydro Seeding As Required, Item SSP 29060 Begin Control �-- -�-----� --�----�_ N89° 07 24 W - - -8 - - Sta. 10�,40.00 0 RAS CAP -� -�---- -- �----�--_- N = 701�95.73 -MaS � M2S_ Station qua Bona -- �---- -_ E = 2449122.70 Sta 105+00 Overland S / as aaMaS g MaS- MaS MaS MaS MaS Sew +74.07 = Sta 9+85.86 Linder 32.40'Rt. 17 14 I �/ 01 En Control 17 +23.92 Sta. 1 8+40.00 a0 34 e� 34 N = 7 1788.65 N - 26 26 14 32.81 Rt. E = 24 9622.65 0 U_ 3 (n do / g • dH0 dH 1 1 1 1 CL _ 'p d 1 P/L04 •�� • � /� 0� - SOd O• 1 - P - - - P/L I 20 \ o� Q 20 04 0Li 01 00 - 01 O - 1 cv 1 0 01 1-1 \•' �- E- L EP 12 98 W � I 08 10 12 • o \\�i•• M #134 Q F- �, • o G� \\ •. o Z cn . U B \ + J . � O Co 104+00 105+00 106+00 107+00 108+00 N O N N N LO W 2 61 6 261 6 N PC Sta.1 3+75.94 PT Sta.1 +82.96 TBC Elev. 2609.90 TBC Elev. 2609.85 g Offset 1 .40' Rt. Offset 4 .25' Rt. Begin PC Sta.103+91 . 9 PT Sta.106+06 28 P Sta.106+1 .89 � Sta.10 +74.10 TBC Elev. 2609. 1 TB Elev. 260815 T C Elev. 2608.00 2 614 F TBC Elev. 2609.92 [Offset 37.35' Rt. Offset 37.75' Rt. 0 fset 40.65' Rt. 2 614 z Offset 41 .40 Rt. PT Sta.103+ 7.35 BC Elev. 2 09.77 PC St .106+00.53 PT Sta.10 +21 .95 oOffset 36.41 Rt. TBC Elev. 2608.28 TBC Elev. 2607.88 0 Offse 36.80 Rt. Offset 41 . 0 Rt. } 2612 -0•78% 2612 QQ TBC Rt. -0.44 o End Sta. 06+23.91 0 - .69% -0.8 % TBC Rt TBC Elev. 2607.8E . Offset 4 .80' Rt. -1 .22% PC Sta.104+11 . 1 -0.60% TBC Elev. 2609. 4 Existing Grade 2610 ® CL PT Sta.105+ 0.57 2 61 0 RU g BC Elev. 26 8.4E -2.33% -1 .78 End S a.108+09.1 n Offset 36.8 ' Rt. -0.50% TBC Elev. 2606.5 z -0.47% -l 6 % Offset 36.26' Lt. 2608 -0.52% -2.80 0 -l 0 % -0.74 0 -0 77% -1 .78% o -2.48 0 ` 2608 BC Elev. 26 8.74 -1 .33% Q TBC Lt. Offset 37.50' Lt. -1 .17% 72%7 TBC U.. �� PT Sta 103+86.83 -0.41 ------ z TBC Elev. 2609.49 w PT St .105+60.47 2 6 0 6 Offset 37.47' Lt. TBC Elev. 2608.36 C Sta.107+ 9.1E 01 BC Elev. 26 7.1 1 2606 PC Sta.10 +81 .08 Offset 45.17' Lt. Offset 31 .7 Lt. o TBC Elev. 2609.65 0 20 40 60 Offset 38. 1 ' L. PC Sta.1 6+75.48 LPT St .106+88.28 PT Sta.10 +75.07 z TBC Elev. 2607.54 TBC Elev. 2607.44 TBC Elev. 2607.07 Y PT Sta.103+72. 2 Offset 5.09' Lt. Offset 44.12' Lt. Offset 3 .28' Lt. PT Sta.108+07.15 Plan Scale 2604 TB Elev. 2609.69 PC Sta.107+85. 5 TBC Elev. 2606.E 2604 ev. PC Sta. 03+65.25 PC Sta. 10 +00.12 o TBC Elev. 2609.73 0 fset 31 .28 Lt. TBC Elev. 606.68 � PT Sta.107 91 .50 • KELLER Offset 2.49 Lt. Offset 35.12 Lt. TBC Elev. 2606.79 of 2602 Begin Sta.103+63.26 Offset 32. 2' Lt. 2602 gv` � FN 'o Offset 42 48' Lt. NALT c, E 0 F8C8B3F4145C441... -A J 2600 2600 Digital Signature 7756 o Q N� 12212024r0 _ N O� "rE O F SOP .ZQ Revisions: Design B J. Thornton Date: 1 2024 Drawn B A. Corley Date: 1 2024 Survey B : A. Hafen Date: 09 2022 CP, 9 Y� � Y� Y � Y Y ��ACHD Ada County Highway District• 3775 Adams Street, Boise, Idaho, 83714 project Number: 321062.001 Project Name: Overland Rd And Linder Rd - Linder Rd Overpass Phase 1 Sheet 12 of 37 www.achdidaho.org DocuSign Envelope ID: F62A1D6D-BA81-49B4-80B5-E863B3869DC1 T3N R1 W Sect 14 12a26 +93.26 -� / 118.85'Lt. N O T E S �( +75.56 •• +85.55 114.741t. • ; 114.231t. Curve F1 / • : 04 Retain & Protect • 12 4" Topsoil, Item SSP 25050 & Incidental To Item SSP R = 23.00' 98 12 ; M A = 82°28'12" Rt. 29064 ' 60 Gate 6' - See Landscape Plans T = 20.16' : M 67 Paved Driveway - Storm Basin Access; See Sheet 13 0 10.00 and Typical Roadway Section 13 Sheet 5 LLJm ; 78 Reinforced Retaining Wall, See Details B1 Sheet 16, 04 � • 04 Item SP 20113 b� 82 Bicycle Railing Type 4, See Sheet 17, Item SP 20109 Cq +7 0 16.5 Hydro Seeding As Required, Item SSP 29060 • • • 67 Similar +60.58 . • 22.00'LA 04 Storm Drain System, +46.90 • See Sheet 8 24.39'Lt. +55.03 • +81.02 22.37'Lt. • : 12.22'Lt. (10 83;80 +53.59 04 82 78 - R7o 0 • : O �/ F1 7.55'Lt. 4- +61.21 � 4� +86.01 / +40.76 25.74'Lt. LO 0 7.001t. • • 7.001t. 15 Ease(T) + p ;• +34.38 - 0 0 -� ��EP -I 72+60 29.08'Lt. �- �� -� 72+00 ^ 10' Ease(P) > � End Control _ N2° 42' 12"W Sta. 72+30.50 98 12 �vo - - P EP N = 702662.99 Paved Driveway • ••••• EP P -EP E = 2449200.57 .•••• •���• P L O - P LAP-- - - EP P J 60 •••.•••••••••••••• •••• +65.03 0 67 � ' - - +20.18 -- -- / 'p .-�-••'7.00'Rt. C • •••••• •.•••••••.••••.••••••.• moo_ 29.09'Lt. 16, 98 12 y •��••��•••• FOS o-o- $ O • FOS ono_ • � � FOS o •••••••••••••••••••• � I ••+272Q4Pi• •••0 � S 13.95'Rt. OHP C I +20.00 +20.00 OHP 14.00'Rt.- FCS - OAF s FOS Multi-Use Pathway OHP (o � OHP N I o I I 11 - o N85° 10' 2� W I o PI Control' z - - - - Sta. 69+65.29 - I - - - - = Sta. 16+55.86 Linder S LINDER ROAD N = 702463.81 I E See Sheet 8 = 2449289.10- - I 0�32'5�4" _ 16+00 - 1 00 - - - --36" PVC->---- ---- --36" PVC - 18+00 19+00 N 70+00 71 +00 72+00 73+00 0 w Q g 40.00' Vertical Curve 2616 VP VI Sta 70+57.97 2616 I� PVI Eiev.2608.57 0 Po o + C) K=21 .02 } ON 0) a) °? 040.00' Vertical Curve 2 614 0 ``' + PVI Sta 1 +40.00 2 614 o � C) PVI Elev 2605.32 o } ° oo K=1 1 .24 Q N Lio o N 10�12612 N N o N 2612 � o n O N N W ± N I � o v > U J U > ack Of MUP N w a N w 2610 0 0 J 2610 �I a -2.06q I i Z 2608 L0 � 2608 p r U 0 N 0 20 40 60 3 Z Design Grade 6g 2606 Q 2606 ® L "' �' Plan Scale o -0.40KELLER �L oA S S • Z 2604 ,/ .. 2604 0 o Q Existing Grade / �� 'o NA F,yc _ ® CI_ _ \STF UJ F8C8B3F4 5C441... �I J 2602 F 2602 rDigitallSignature 7756 o 10N� 12212024r� _ N 0�, Revisions: Design B J. Thornton Date: 1 2024 Drawn B A. Corley Date: 1 2024 Survey B : A. Hafen Date: 09 2022 tih, CA?, 9 Y� � Y� Y � Y Y �A ACHD Ada County Highway District• 3775 Adams Street, Boise, Idaho, 83714 project Number: 321062.001 Project Name: Overland Rd And Linder Rd - Linder Rd Overpass Phase 1 Sheet 13 of 37 www.achdidaho.org DocuSign Envelope ID: F62A1D6D-BA81-49B4-80B5-E863B3869DC1 o- N O N N 7.0' 2.0' � Sidewalk Curb u7 0 w z (if w R20.0' 00 N It N O N N Ln Crushed o Aggregate w Q V) c o g ~ R3.0'> o \ CD N Cn \\ w \ ww 6" Vertical U p \ � \ Curb q \ C \ g ^ \\ 1 6.00' S 0 8.00' 8.00' m Cn Origin Point — `'J'' Station On Plans C; A V A I � z 6" Vertical v 0 oi R20 ' Curb 0 0 of Tactile Warning Surface Indicators R1 5'hi 0 0 j (TWSI), Construct Under 0 SS° Q Manufacturer's Recommendations Crushed o 0 of (Ada Solutions Or Equal Too) Aggregate z w 0 I j Plants & Topsoil See Landscape Plans z 10.0' S.0' 2.0' Y Multi—Use Pathway Buffer Curb z 22.00' Q o' 0 BIKE RAMP - BIKE LANE/MULTI-USE PATH TRANSITION BUFFER PLANTER BOX Al z 1:4 0 4 8 A3 1:4 0 4 8 KELLER o' w O G\S T F F w o z FK8BY4145C441... ?J • D E T A I L T I T L E 7756 Revisions: S I G N A T U R E S s 22 202 N • • TFoFo", N DETAIL SHEET �'tiR NP Design By: J. Thornton Date: 4/2024 Drawn By: A. Corley Date: 4/2024 CAR ��AcHD Ada County Highway District• 3775 Adams Street, Boise, Idaho, 83714 Project Number: 321062.001 Project Name: Overland Rd And Linder Rd - Linder Rd Overpass Phase 1 Sheet 14 of 37 .1' www.achdidaho.org DocuSign Envelope ID: F62A1D6D-BA81-49B4-80B5-E863B3869DC1 �j N O T E S 18+00 17 00 - ---- ----pond ,92---<-----�-----<----- f----f -- 16+00 N00°32'54"E 15+00 / 00 13+0 --- -- f —— -<-— ——f—CAd „92—� >L S Linder Road / / / sOd Soy soy s d 4 sod 0 / sod sod sod S0J — sod sod x m (0 co + - — m o °— ° n - - d - - -1d o 0 / °—OTC •— 1/d — m / CJ O o S4° 4 9' 37 W— — — M/a _ _ ° m 0 0 0 0 0 0 0 0 0 ° ° ° 0 0 0 0 0 — — — — — — — d3 � d d� l/d d� NQ PI Sta. 1 1 +75.24 = , M� M/21 M/b �, M/21 Paved Driveway � 0 Sta. 16+29.65, 60.08 Lt. _ SO° 32 54 W— r CN I Jo o o o 0 o ° ° — ° ° R x PI Sta. 13+25.01 = S2° 42' 12"E — R / Sta. 14+80.29, 71.25' Lt. End Wall Sta. 14+78.79 = + 9 // I Sta. 13+26.51 , 71 .25' Lt. PC Sta. 1 1 +19.1 1 = J PT Sta. 1 1 +40.76 = / o Sta. 16+75.49, 90.55' Lt. Sta. 16+55.78, 82.57' Lt. W —Begin Wall n I / ii I / Q Sta. 10+10.00LLJ = o Sta. 17+84.42, 96.74' Lt. / w a_ U / Cn a- w Kendall Ford / O / J Auto Group � N � / O W Ln 0 W z of N N N O N N N W > Q N N g 2630 2630 c� 0 W W 2620 2620 J J Q C� z Top of Wall Q LU 2610 2610 i 0 m ;.o � i z co i� g �I 260010C) � � � � `0 � 2600 0 i N Fini hed Grade rn M at ace of Wall o _ o �I p 0 0 � 0 Leveling � + � � + CD = + � Course Ui �� N Q 2590 0 N rn 2590 o ; �� — a > �° N U� N ° Q) WS W Z m cn w a- o w a-cn w oI w U 2580 2580 0 20 40 60 z J Z Plan Scale Q O 0 25701 1 1 1 1 1 1 1 1 1 1 2570 R 0 0 1 1 +00 12+00 13+00 14+00 15+00 . S S . C I . z g W 0 ��, G\S TLLJ Fyc/ F8C8B3F4145C441... �I J Digital Signature 7756 o O cn� 1221202�° _ N �TFOF��P Revisions: Design By: J. Thornton Date: 1/2024 Drawn By: A. Corley Date: 1/2024 Survey By: A. Hafen Date: 09/2022 R. CAR ;_.AcHD Ada county Highway District• 3775 Adams Street, Boise, Idaho, 83714 project Number: 321062.001 Project Name: Overland Rd And Linder Rd - Linder Rd Overpass Phase 1 Sheet 15 of 37 W— www.achdidaho.org DocuSign Envelope ID: F62A1D6D-BA81-49B4-80B5-E863B3869DC1 OK� Bicycle Railing Type 4, See Sheet 17 0'-9>, 1 '-6" 1 '-0" Paved Access Driveway Or Concrete Multi—Use Pathway Wall Control Line Keystone Cap Unit or Approved Equal 23 4 a a Keystone Compac II d Unit or Approved Equal -III-III 11 (Install At A 0.8° Batter) -1 d IIII� Unit Drainage Fill • (3/4" Crushed Rock or Stone) d Retained Soil IIIIII — • I— Reinforced Backfill II (See Note) o Approximate Limits II of Excavation -III- N N � u7 III Finished Grade, Grid Length 3:1 Max. Slope � Ir _ o 11=III=III—I —_ 4" Perforated PVC —III %or Drainage TileI-111-i1F— 1�T�11-DTI-II1=-II— ,III,;III,-1 I I— I—III—III-1 I I_;I 111=1 11=1 I I= Install Inlet NOi— N Protection N Foundation Soil Unreinforced Concrete Material At or Crushed Stone End Of Pipe u7 Leveling Pad 0 w Q Notes: Cn 1 . Consider Railing Loads In Accordance With AASHTO LRFD Bridge Design N Specifications 9th Edition 13.8 For Pedestrian Loading And 13.9 For Bicycle Railing g With The Reinforced Wall And Grid Reinforcement. 2. Consider Surcharge Load Corresponding To The Wall Height Indicated On The Wall Profile Drawing (Sheet 15) In Accordance With AASHTO LRFD Bridge Design Specifications 9th Edition 3.11 .6.4 And Table 3.11 .6.4-2. 0 3. When Site Conditions Require, Wrap Drainage Tile In 3/4" Aggregate And Filter Fabric With Drainage Geotextile Per ITD Spec Section 718.05, As Directed By Geotechnical Engineer. J 4. Use Grid Reinforcement When Walls Exceed Minimum Height For Gravity Wall. 5. Install Per Specifications. 0 6. Coordinate Reinforcing Straps And Post Foundation Locations With The Wall w Designer/Supplier. z O w TYPICAL REINFORCED WALL SECTION - MULTI-USE PATHWAY _J B1 J Q U Z_ Z_ Q w m Cn Z g o_ I 0 / z CD V) w 0 I / 0 Q U I / z Cn KELLER 0 I U Z J Y Z Q L� O Z • S S • w O Q G\STF F w o Z F8C8B3F4145C441... 7J • D E T A I L T I T L E 7756 Revisions: s 22 202 N • S I G N A T U R E S • 0 TFoFo", N BLOCK WALL SECTIONS NP Design By: J. Thornton Date: 4/2024 Drawn By: A. Corley Date: 4/2024 CAR ��ACl�1D Ada County Highway District• 3775 Adams Street, Boise, Idaho, 83714 project Number: 321062.001 Project Name: Overland Rd And Linder Rd - Linder Rd Overpass Phase 1 Sheet 16 of 37 .�' www.achdidaho.org DocuSign Envelope ID: F62A1D6D-BA81-49B4-80B5-E863B3869DC1 Ball Type Post Cap N O T E S HSS 2„x2"x Y4" (Typ.) (Rounded Corners) ❑ HSS 4"x2"A4" MATERIALS Typ. (Rounded Corners) 1 . Anchor Bolts, Nuts And Washers Shall Conform With ASTM F-1554 Y4 Grade 105. HSS 3"x3"x Y4" Post 2. Structural Steel Tubing Shall Conform With ASTM A500 Grade B, ASTM Face of Block Wall (Typ.) (Rounded Corners) A618, or ASTM A501 . Y4" 3. Structural Steel Plates And Sleeves Shall Conform With ASTM A709 N� Grade 36. Y4 HSS 1 "x1 "x YS" Spindles 4. Provide Class 40AF Concrete. C� 6" Max. Spacing 5. Provide Epoxy-Coated Grae 60 Type S Reinforcement In Accordance With 708.02. 0 Typ. Y4„ COY) Back of GALVANIZING/POWDER COATING am Block Wall I 6. All Steel Parts Shall Be Galvanized After Fabrication In Accordance Post Top Rail ' ❑ With ASTM A123 And ASTM A385. Repair Damaged Coatings In HSS 1 "x1 "x Y8" Spindles Accordance With ASTM A780 And ASTM A123. _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ `j' C�? 6" Max. Spacing 7. Anchor Bolts, Nuts, And Washers Shall Be Galvanized In Accordance With ASTM A153. Base Plate, See 'Detail D' 8. All Galvanized Surfaces Shall Be Free Of Fines, Abrasions, Rough Or Sharp Edges, Or Other Surface Defects. Rub Rail S 9. The Railing System Shall Be Powder Coated After Galvanizing With A o' Multi-Use Pathway Drilled Concrete Post Base Minimum Thickness of 3 MILS. The Color Shall Be Federal Standard Or Driveway 10, Finished Grade 595 Number 17038 (Black). A Color Sample Shall Be Submitted For Approval. 10. Construct Railing System In Accordance With AASHTO LRFD Bridge - Multi-Use Design Specifications 9th Edition 13.9 For Pedestrian Railing. Pathway 11 . Powder Coating Shop Procedures For Preparation Of The Galvanized Surfaces And Application Process Of The Powder Coating Shall Be N PLAN VIEW 0r 7/8"0 x 13" Anchor Bolts With 0 Driveway Submitted For Approval. \ I 2 Washers And 1 Acorn Nut, 12. Scratches, Pits And Other Defects Shall Be Repaired In Accordance N Cut Bolts As Required For With The Powder CoatingManufacturers Written Instructions. Acorn Nut (See Detail E') LO i Optional Construction Joint FABRICATION AND ERECTION Q L z 13. Fabrication And Erection Of The Railing Shall Conform With The Current Edition Of AASHTO Specifications For Highway Bridges And ITD #4 (4 Total) Standard Specifications. : 14. The Railing Shall Be Fabricated In A Plant Experienced In Producing Railings And Architectural Metal Work And Shall Be Erected By Skilled 476'-0" Rail (Rail Pay Length) 18" CMP, Fill With Concrete Workers Experienced In This Type Of Work. 15. Shop Drawings Shall Be Submitted To The Engineer In Accordance With 8 -0 Max. 8 -0 Max. 8 -0 Max. 1 -6 3" Clear 504.01 F And 105.02. o End of 16. All Posts Shall Be Plumb. Equal Spaces, 6" Max. Bicycle Typ- 17. All Ends Of Tube Sections And Base Plates At Splices Shall Be Sawed \ 6 q p 6 Railing Or Milled. Cut Ends Shall Be True, Smooth And Free From Burrs Or (Typ. Between Posts Ragged Edges. o A -ol 18. Vent Holes For Galvanizing Shall Be Provided As Required And Shown Q See Detail B SECTION A-A On The Shop Drawings. Vent Holes Shall Be Drilled Away From Traffic Cn See ketail A Face And Not On The Top Surface Of The Horizontal Tube. I- Top Rail Post RAIL & FOUNDATION DETAIL 19. Railing System Shall Be Continuous. Each Joint In A Rail Length Shall g Rub Rail 1 "=1 '-0" Be Located At The Same Position In The Section And Shall Be Spliced i As Detailed. 11 20. Alternate Splice Details May Be Submitted For Approval On The Shop i Drawings. c� METHOD OF MEASUREMENT 0 21 . Furnish And Install "Bicycle Railing" Shown On The Plans, Complete In _J I 1 ,-6„ Place, Measured By The Linear Foot. i -C Q) I N � J Lo_ ear TyP See Detail C i Min. (Typ.) G z ------ - G I c ----- i - - - %"b Heavy � o Bottom Rail i i Hex Head -I Anchor Bolt E °n #4 Stirrups 3�s„ i (See Note 1 Cn 3/8Lil _ 3/8„0 VENT o_I See Concrete "� #4 (4 Total) HOLE VENT - o Multi-Use Pathway Post Base HOLE f I I Or Driveway f I DETAIL A TyP SECTION B-B DETAIL C DETAIL E CD Not To Scale �� a oI I I I I I I I 1 -1/2 =1 -0 Not To Scale Not To Scale o 1 Ball T e Post 7 " a TYP. yP 3Y2 z0 B B Cap Install per I I G Manufacturer's Cn ) ) (1 ) ( ) (1 Instructions „ ,g� Y4 H S S o � Drilled Concrete 3"xYA4" Post Base Ell _ __ i z „ J A / — W8 L 3 „ /8 0 5 3/6„ VENT HOLE 4" 1Y2" ELEVATION VIEW 7 x7„x/8„ o Plate See ?N 1Ys"� 'Detail D' DETAIL B BICYCLE RAILING TYPE 4 Holes Not To scale DETAIL D Al 3/4" = 1'-0" 0 2' 3' CONCRETE POST BASE Not To Scale KELLER o' A S S • L 0 Q G\STF F L o z F8C8B3F4145C441... 7J • D E T A I L T I T L E 7756 Revisions: s 22 202 N • S I G N A T U R E S • TFoFo", N BICYCLE RAILING TYPE 4 �'tiR NP Design By: J. Thornton Date: 4/2024 Drawn By: A. Corley Date: 4/2024 CAR ��AcHD Ada County Highway District• www.achdidaho.org 3775 Adams Street, Boise, Idaho, 83714 project Number: 321062.001 Project Name: Overland Rd And Linder Rd - Linder Rd Overpass Phase 1 Sheet 17 of 37 17 DocuSign Envelope ID: F62A1D6D-BA81-49B4-80B5-E863B3869DC1 N O T E S PROBABLE SEQUENCING X FOR CONSTRUCTION 1. Submit Detailed Construction Phasing And Traffic Control Plans I M M To ACHD For Review And Approval Prior To Construction. The STAGING Proposed Construction Phasing Shown Is An Example That May Be Accepted By The Contractor. However, The Contractor Is EP Encouraged To Develop Their Own Phasing Plan To Fit Their Operations. The Contractor's Traffic Control Plans Must Show - - - - -Stage 1 Advanced Construction Signing And Detailed Traffic Control For - - - - - - - - - -I-1- -l- - - - 9 9 4 5 - - -I-i-i- - - - - - - - - - - - - - - - Each Phase Of Work, And Address Pedestrian, Bicycle, And --- ----�` - - T-T-i- - - - - - -I-I-I- - - - - - - - - - y 1 11 12 13 14 11 ; ; ; ; ; ; ; ; ; ; ; ; ; ; 18 19 20 21 22 23 Vehicular Traffic. _ _ -i -i- - - - -i-i-i-i- - - - - - - -i-i-i Construct North Side Of Linder/Overland Intersection -- ---` -- - - -I- -I-i-T- =T=T-r- -- - - - - - - - - 2. Maintain Existing Pedestrian Facilities Including Pedestrian Romps. Construct The Northeast & Northwest Corners Of The Overland Intersection. Construct - - - - - - - -T-T-T-T-T-T-!-!-!-!-!-!-!- Where Necessary, Provide Temporary Pedestrian Ramps And The Full Width Of The Typical Section Heading North To Sto 14+80. From Sta 14+80 I-I-I-I-I-I-I-I- - - - -I-I-I-T-T-T-T-T - - - - - -I-I-I-I- - - - - - - - - -I-I-I Crossings. Make Temporary Facilities Detectable And Include To Sta 17+00, Construction Up To Uncrushed Aggregate Base. This Includes All _ _ _,_,_,_,_, ,_,_,_,_,_,_ Facesyibility. Features Consistent With The Existing Pedestrian Consuction On The East Side (Block Retaining Walls, Fencing, Rough Grading Of /EP S LINDER RD O x Facilit . Basin). 3. ACHD May Require Modifications To The Phasing And Traffic Stage 2 Q I x EP EP Control Plans In The Field To Minimize Disruption To Traffic. I EP 4. Maintain A Minimum Width of 11' (Feet) For All Travel Lanes _ P g x Unless Noted Otherwise On The Example Construction Phasing Construct Linder South Of Overland Intersection Q Into 3 Phases.Split 2 Will Be e Plans. The Minimum Number Of Travel Lanes Indicated On The Stage P Z Example Plans Must Be Maintained At All Times Unless Approved Phase 1: Construct Temporary Pavement On East Side. Otherwise By ACHD. Phase 2: Construct The East Side Of Linder Road, South Of The Overland Q x Intersection. J 5. Meet Or Exceed The Requirements Of The Current Version Of Phase 3: Construct The West Side Of Linder Road, South Of The Overland I MUTCD For Construction Signs, Traffic Control Devices, And Taper Intersection. Lengths. W 6. Construction Traffic Control Signs That Are Located On The O x Project Longer Than Three Days Must Be Installed As A Permanent Installation Mounted On A Wood Or Steel Post. Completely Cover Or Remove Sign Faces From The Roadway x x x When Not In Use. Place Informational Signs Seven Days Prior To l EP x The Start Of Construction. STAGE 1 x 7. Completely Obliterate Conflicting Pavement Markings Prior To Shifting Traffic, Incidental To Project Construction. 8. Changes In Traffic Patterns That Will Be In Place Longer Than Three Days Require Painted Pavement Markings On Asphalt U Pavement Surfaces, Item 1134.03.21, And Pavement Marking Tape On Concrete Pavement Surfaces, Item 1103.4.1.K.1. No Paint Is Allowed On The Concrete Pavement. All Paint Placed On The Final Asphalt Pavement Must Be In The Final Lane Configuration. No Paint For Temporary Lanes Will Be Allowed On a- The Final Pavement Surface. ` 9. Night Work Will Only Be Allowed With Prior Approval From ACHD. Contractor To Request Approval A Minimum Of Two Weeks Prior N To Ensure That Adequate Time Is Available For ACHD To 0404 Coordinate With Nearby Residents And/Or Business. N Approved Quantity Temporary EP - S LINDER RD 10. The Ad Qtity Of T Pt Will Be Paid For �Jii - - x � By Item SP-08105. _ �;!;!;!;!;!, !;_;_;_,_,_,_, 12 13 14 - - "F6Ld - �7 18 19 20 21 22 23 0 0— '' - Z - -I-I-I-I- - - - - - - - - - - - - - -I-I-I X - - -i-i=_ = - - - - - -I- - - - - -I-I-I EP PEDESTRIAN -- - I-G - - 12 ACCESSIBILITY - X x EP EP EP In N1. Maintain Reasonable ADA Access For Pedestrians. m x N 2. Provide ADA Ped Continuity During All Stages. Provide Detailed Q \ Plan For Approval To ACHD Prior To Construction. 0 3. Signage Shown May Require Adjustments Based On Contractors x QConstruction Staging. Ln J I 4. Any ACHD Approved Roadway Closure Still Requires ReasonableLn Ln ADA Access & Routes Be Provided, Maintained, And Adjusted, To W I Meet The Needs Of Pedestrians And Bikes In The Event Bike Lanes Are Impacted. > x cD 5. Ref. ACHD Std. Traffic Control Template TC-200 Through O oTC-204 To Assist & Ensure Reasonable ADA Access Is w Maintained Throughout The Construction Process. x x x x Roo STAGE 2 PHASE 1 + 2 c� K 10:� 6. Temporary Ramps, Sidewalks, Or Pathways Are To Be Removed ^ o Upon Completion Of The Applicable Construction Phase And Removal Considered Incidental To Project. Return The Surface To z Its Original Condition And All Cost Associated Will Be Considered x 0 Incidental. Q 7. Utilize Pedestrian Route Signage For Stage 1 And Stage 2. z 0 8. Relocation Of Signs Is Covered Under Traffic Control cU.� Maintenance, Item 1103.4.1.J.1. J 9. Any Items Not Specifically Identified Herein That Required o Additional Pedestrian Temporary Traffic Control Will Be Paid By Item SP 11551 - Pedestrian Temporary Traffic Control Plan. EP 00 4 5 _—C�--- �- —$----� 1 11 12 13 14 I 15 i i�7 18 19 20 21 22 23 Z LEGEND -- ---- --- ---------9 S LINDER RD -- l x o EP z STAGES ....:........................................ w I x Stage 1 j Construct The Roadway South Of — EP EP EP o The Overpass To The Overland Intersection. � x z 0 w Stage 2 Phase 2 Construct The East Side Of Linder Road, South Of The Overland Q x 0 Intersection. Construct The Of Southeast Corner Of The Z z Overland/Linder Intersection. -J a . _ Yr„ z Stage 2 Phase 3 J I Construct The West Side Of Linder — Road, South Of The Overland 0 Intersection. Construct The W o Southwest Corner Of The > X Overland/Linder Intersection. O g Existing Sidewalk STAGE 2 PHASE 3 >W Temporary Asphalt Pavement o- Temporary Pedestrian Crossing � GNA l 0 � W F8C8B3F4145C441... 7J z • D E T A I L T I T L E • 7756 J Revisions: O s�1221202 0 2 o • S I G N A T U R E S • N CONSTRUCTION STAGING OVERVIEW °ti�RFcAR P1-N i Design By: J. Thornton Date: 4/2024 Drawn By: A. Corley Date: 4/2024 ��AcHD Ada County Highway District 3775 Adams Street, Boise, Idaho, 83714 project Number: 321062.001 Project Name: Overland Rd And Linder Rd - Linder Rd Overpass Phase 1 Sheet 18 of 37 17 www.achdidaho.org DocuSign Envelope ID: F62A1D6D-BA81-49B4-80B5-E863B3869DC1 COMMON CONSTRUCTION SIGNS sher Fla Flag El ❑3 El ❑5 Flag ROAD 2 RIGHT ary END Sign WORK LANE LANE ENDS ROAD WORK Prim S CINDER RD CLOSED MERGE 6' to 12' F6' From AHEAp AHEAD „ „ AHEAD LEFT G20-2 Paver alk, DRUM TUBULAR 9 x18 =1 .1SF Pa ew Ref. TS-1109 (18"x36")=4.5SF or 2' From Face 5 Secondary Sign MARKER (Traffic Supplemental) W9_1 R W9-2L 0f Curb MPH Item No. 1 103.4.1 .D.1 Item No. 1 103.4.1 .H.1 W20_1 48x48 —16SF 48"x48"=16SF 48"x48"=16SF r 1-84 Stage 1 Only 2'(Min.)— Stage 2 Only TYPICAL SIGN INSTALLATION 5 4 3 1 2 12 W OVERLAND RD W OVERLAND RD 12 1 2 3 4 5 � 0 7" N o LU LO 4 4 FT I N Q Z 1C Z BARRICADE TYPE III H J 1111111co Item No. 1103.4.1 .C.1 .0 flTrml o_ N o N O \ 96„ 12 (3") Project Sponsored By W City Logo Here / N g s Z Q 00 (6") NAME OF PROJECT 5 w (3") A description of project (2") Contractor: Completion Date: (year/season) Z 0") For Information Call ACHD at 387-6290 J 1 2 (n ME o (48"x96")=32SF z White Background With Black Letters And 1 " Black Perimeter LLJ o Line. Project Name Will Have A Y2" Border. Sign Will Be Made Q Of -Y4" Bill Board Plywood Or Traffic Sign Aluminum. Signs From 0 Previous Projects With Appropriate Letter Changes May Be Used 0 If Approved By The Engineer Prior To Installation. Attach To 0 Type III Barricade Or Install With (2) 4x4 Posts. v7 z City Logos Vary Per Project And Text Size Of Each City Logo Will Be Similar In Size Compared With The ACHD Logo. 0 0 0 0 m g INFORMATIONAL SIGN H 0 0 z UJ w in 0 1 2 GENERAL NOTES i 0 w W VICTORY RD �i 1 . All Work Shall Conform To the Latest Edition Of The "Manual On Uniform W VICTORY RD 1-1Traffic Control Devices" For Streets And Highways. In Of J 2. All Signs Will Be Class "A". 1 2 Y 1 2 3. This Plan May Be Modified In The Field By The Engineer. 0 4. All Warning Flags And Flashers Will Be Considered As Incidental To The Traffic ~ Control Bid Items. I„L KELLE ■ 0 5. The Contractor Shall Use Flaggers Only Under Direction Of The Engineer. WA S S • z Q 6. This Is A General Traffic Control Plan. Submit Specific Detailed Work Plans For Z o The Project Phases To ACHD For Approval. _ \0NAI F C J '<pGSauG\S T W Cn F8C8B3F4145C441... 7J Z • D E T A I L T I T L E 7756 J 0 Revisions: O s�1221202 0 2 O • S I G N A T U R E S • N STAGE 1 -2 CONSTRUCTION SIGNAGE °ti�RFcARNP��- i Design By: J. Thornton Date: 4/2024 Drawn By: A. Corley Date: 4/2024 ��AcHD Ada County Highway District• www.achdidaho.org 3775 Adams Street, Boise, Idaho, 83714 project Number: 321062.001 Project Name: Overland Rd And Linder Rd - Linder Rd Overpass Phase 1 Sheet 19 of 37 17 DocuSign Envelope ID: F62A1D6D-BA81-49B4-80B5-E863B3869DC1 CONSTRUCTION NOTES 1 . Contractor To Obliterate All Conflicting Pavement Markings, W SSP 11400. 2. Drum And Tubular Marking Spacing To Be 40 Feet. 3. All Traffic Lanes Temporarily Closed Due To Construction, Must Cover The Corresponding Traffic Signal Head. a w LEGEND STAGES Stage 1 / Construct The Roadway South Of The Overpass To The Overland Intersection. 1 Stage 2 Phase 2 Construct The East Side Of Linder / Road, South Of The Overland Intersection. Construct The 10 Southeast Corner Of The Overland/Linder Intersection. Stage 2 Phase 3 Construct The West Side Of Linder Road, South Of The Overland x Intersection. Construct The Southwest Corner Of The Overland/Linder Intersection. IIN x x— O Existing Sidewalk w ITemporary Asphalt Pavement a- I • Drums Tubular Marker N 0 O W N \ I 04 i--i Type III Barricade for Roadway LO\ Type II Barricade For Pedestrian Detour Lw low Direction Of Travel F- z a o_ :2 w o_ OO N N IO O N O • O I w L • • Arrow Board, a Item 1103.4.1 .E.1 LU g V • Q • Z IP,4/ Q 0 Z LLJ w w U z f I W4-2 0 0 w 36"x36" U O W � ° Z o Fn 100' a � Q mw z End Taper \ o )d U Ii 0 305' 320' 1 . 350' z Longitudinal Buffer Taper cD � o 0 0 0 0 40' to ° o 0 40' Q z W OVERLAND RD low_ W OVERLAND RD o CL0SE0 0 - - 0 50 100 150 z J 0 0 0 0 0 4" Solid Whitep Temporary Pavement Markings, Plan Scale Item SSP 11450 Z ®° Z20 Zwv KELLER z x 0 of a W O 0 I „ ' x w w Z H Z �ONAL F� � I.IQ.1 � � / � � 0 w 0- (1) W ��•��G\S T E Ci Z W � F8C81331`4145C441... 7J z J D E T A I L T I T L E 7756 J o Revisions: • S I G N A T U R E S • O s�5/22/202� _ N STAGE 1 CONSTRUCTION °ti�RFOF cARNP��- i Design By: J. Thornton Date: 4/2024 Drawn By: A. Corley Date: 4/2024 ��AcHD Ada County Highway District• www.achdidaho.org 3775 Adams Street, Boise, Idaho, 83714 project Number: 321062.001 Project Name: Overland Rd And Linder Rd - Linder Rd Overpass Phase 1 Sheet 20 of 37 17 DocuSign Envelope ID: F62A1D6D-BA81-49B4-80B5-E863B3869DC1 CONSTRUCTION NOTES 1 . Contractor To Obliterate All Conflicting Pavement Markings, SSP 11400. 2. All Traffic Lanes Temporarily Closed Due To Construction, Must Cover The Corresponding Traffic Signal Head. LEGEND STAGES Stage 1 / Construct The Roadway South Of The Overpass To The Overland Intersection. / Stage 2 Phase 2 Construct The East Side Of Linder Road, South Of The Overland a Intersection. Construct The w Southeast Corner Of The Z/ 1 Overland/Linder Intersection. Stage 2 Phase 3 Construct The West Side Of Linder Road, South Of The Overland Intersection. Construct The Southwest Corner Of The a Overland/Linder Intersection. w 01 Existing Sidewalk Temporary Asphalt Pavement • Drums CD Tubular Marker N O - I N x_ i--i Type III Barricade for Roadway N LO 1 o Type II Barricade For Pedestrian Detour oI ► Direction Of Travel z w W u w 0 R9-9 Z N ""x 12 a R9-1 1 R Rg_g 24 O 24"x 18;' 24"x 12" I Y LL W 0 -J Z ZZ J C.) 0 y D r 0 I W LU U) W o LL cgn a0 Q I W LLJOm oJ Z N m � � Z = n � mo V C.) o N MD N R9-11L c 0W CLL� W = 24"x 18" -J Zv W VZWZ W W W ° ~ Cl) H C� W m Z I— OZ W - C� W z W OVERLAND RD - - o o - - - - - - _ U - o o g Ff� Z W OVERLAND RD ° g � P ° a x W bf10130 in V o c� Z �z M4-9BL�D013a M4_9AR �0 Z 30"x24" w x 30 x24 X jJ6 w Cl) M4-9BL I > F— a = 30"x24" 0 i Y Z Q I M4-9AR Z W O N 30"x24" Z OO Q W 0. 0 a Cn 0 20 40 60 Z Z W O a (/� J Plan Scale o a U) 0 a- oKELLER A S S • z g a- W o \0 A L F �F ai tic X STF G� i W FK8KF4145C441... 73 z D E T A I L T I T L E 7756 J o Revisions: • S I G N A T u R E s . STAGE 1 PEDESTRIAN & BICYCLIST os-iTz�ZOZ- �� P� i Design By: J. Thornton Date: 4/2024 Drawn By: A. Corley Date: 4/2024 DETOUR R• CARN ��AcHD Ada County Highway District• www.achdidaho.org 3775 Adams Street, Boise, Idaho, 83714 project Number: 321062.001 Project Name: Overland Rd And Linder Rd - Linder Rd Overpass Phase 1 Sheet 21 of 37 17 DocuSign Envelope ID: F62A1D6D-BA81-49B4-80B5-E863B3869DC1 CONSTRUCTION NOTES 1 . Contractor To Obliterate All Conflicting Pavement Markings, SSP 11400. 2. All Traffic Lanes Temporarily Closed Due To Construction, Must Cover The Corresponding Traffic Signal Head. Q \\\\\\ ► LEGEND o 0 0 G20-2 \ ° STAGES w Q 18"x36" \ Q Q W20-1 � = 0 = 36"x36" ,I Stage 1 a U) Q \ \ Construct The Roadway South Of The Overpass To The Overland Intersection. W ° a C 11° r Stage 2 Phase 2 727 Construct The East Side Of Linder ° Sta=3+52 ° e W °'�^" Road, South Of The Overland ° ° Off=12.8' Rt o \ \ Southeast Intersection. Construct tOfcTh he 82' ° 245' Sta=4+50 Sta=5+39 o I Q 0 Overland/Linder Intersection. 0 Taper Longitudinal Buffer ff=13.4 Rt—' 8' Rt Stage 2 Phase 3'Off=19. O o Z S LINDER RD o J C Construct The West Side Of Linder • 10' S LI N D E R RD o C Road, South o The Overland ��// Intersection. Construct The EP o I.L Southwest Corner Of The 35' � o Sta=5+48 o I W Overland/Linder Intersection. Drum Spacing I Off=23.9' Rt v o > [ b E O Sta=4+24 �b EP �„ 00 0 coo , Off=25.8, Rt Si"° Existing Sidewalk x . + \ c` tvj x x x Construct Temporary Paving, Temporary Asphalt Pavement o + Q Item SSP 08105 o Q \®x x I ( m = W20-1 R4-7 x o • Drums D OD 36"x36" } 24"x30" �j T N \ 0 N \ \ / \ o G20-2 ° Tubular Marker C14 70 x " � x + 18 x36" X \ \ \ N i--i Type III Barricade for Roadway w \ \ \ Type II Barricade For Pedestrian Detour Z a- N Direction Of Travel co x x N UM 04 I L N 1-1 u7 6 LLJ > Q H N g 0 0 N L0 W 0 H V) Z O F— U D H V) Z 0 U m N Z g n i 0 / Z W 0 i / 0 Q U Z N W U of 0 50 100 150 z J Z Plan Scale a a- 0 KELLER a- oA S S • Z g a- W 0 \0 AL F �F ai tic � �G\STF i W F8C8B3F4145C441... 7J Z • D E T A I L T I T L E • 7756 J 0 Revisions: O s�51221202 0 2 0 • S I G N A T U R E S • N STAGE 2 PHASE 1 CONSTRUCTION ° FcARNP��- i Design By: J. Thornton Date: 4/2024 Drawn By: A. Corley Date: 4/2024 ��ACl�1D Ada County Highway District 3775 Adams Street, Boise, Idaho, 83714 project Number: 321062.001 Project Name: Overland Rd And Linder Rd - Linder Rd Overpass Phase 1 Sheet 22 of 37 .�' www.achdidaho.org DocuSign Envelope ID: F62A1D6D-BA81-49B4-80B5-E863B3869DC1 t off ❑�QOD❑ 0 � 0 Aln n d' 0 0 _ Temporary Bicycle Lane o 40' W OVERLAND RD Pedestrian Barrier o Temporary Bicycle Lane 350 0 o Pedestrian Barrier W OVERLAND RD • • • • • o 0 • a.o o� .O g \ g i m � • rn � I 94H INV rn I�m • Arrow Board, m P r R3-17 • Item 1103.4.1 .E.1 R3-170777/7 Z x 0,71 (Temporary) • (Temporary) fn 77�77-/ 24"x1 8" 0 • 0 24"x1 8" 4" Solid White Temporary p x OO Pavement Marking, I R3-17 Item SSP 11450 (Temporary) 24"x 18" w0/z// W4-2 36"x36" 4" Solid Yellow Temporary Pavement Marking, / Item SSP 11450 CONSTRUCTION NOTES a- Control Line 1 . Contractor To Obliterate All Conflicting Pavement Markings, N SSP 11400. 0 d3 Nm 2. The Contractor Must Maintain Access To Approaches Within ° The Construction Area. LO 0 3. All Traffic Lanes Temporarily Closed Due To Construction, Ld z 2' Shy Dist. Must Cover The Corresponding Traffic Signal Head. 0 a- a- 2 12' Min 12' Min MIN 1 28' Min LEGEND CO Shy Dist. Travel Lane Travel Lane Drum Construction Area N `I CI}$\ STAGES \ \ \ \ \ \ N \ \ \ � \ \ \ \ \ \ \ \ \ \ \ x x x x ° Stage 1 1-1 \ \ \ \ \ \ \ \ Construct The Roadway South Of ,E \ \ \ \ \ \ \ \ � \ The Overpass To The Overland \ \ \ ° • • Intersection. LLJ vQi ° W 1 —4 36"x36" Stage 2 Phase 2 cn O \ Construct The East Side Of Linder g I w \ \ Road, South Of The Overland \ Intersection. Construct The \ Southeast Corner Of The ° Q Overland/Linder Intersection. Stage 2 Phase 3 `V % Construct The West Side Of Linder Road, South Of The Overland STAGE 2, P HAS E 2 TYPICAL I CAL SECTION �n, / Intersection. Construct The 0 �/ Southwest Corner Of The Q Overland/Linder Intersection. o ° U 4" Solid White Temporary ° DPavement Marking, (n Item SSP 11450 z U Sp^ ° Existing Sidewalk U 1 Nish,S • \ Temporary Asphalt Pavement Fn v N 0 wq y z • + • Drums x o b • z o CD Tubular Marker w �r1J Q o �cs� - + 0 o i--i Type III Barricade for Roadway r7 Type II Barricade For Pedestrian Detour x Q k coil ° 0/ 0o Direction Of Travel / (n CP z W UI Q x x . ° ° o' Z 0 0I 0 50 100 150 J x Qj ° 6 Plan Scale a ° W1 -4 0 36 x36 o0 A S S • g o o ° ° �+ \ONAL F F.p` uG\ST00� F W FK81331`4145C441... )3 z D E T A I L T I T L E 7756 J 0 Revisions: O s�51221202 0 2 o • S I G N A T U R E S • N STAGE 2 PHASE 2 CONSTRUCTION °ti�RFcARNP��- i Design By: J. Thornton Date: 4/2024 Drawn By: A. Corley Date: 4/2024 ��ACl�1D Ada County Highway District• 3775 Adams Street, Boise, Idaho, 83714 project Number: 321062.001 Project Name: Overland Rd And Linder Rd - Linder Rd Overpass Phase 1 Sheet 23 of 37 .�' www.achdidaho.org DocuSign Envelope ID: F62A1D6D-BA81-49B4-80B5-E863B3869DC1 x 0_ w H x O �IH o C(w0--X d3 El� -�� ° � ° O . 7 o - o � Temporary Bicycle Lane_ o 40' W OVERLAND RD Pedestrian Barrier - 0 0 Drum Spacing _ o � Temporary Bicycle Lane 350' o o Pedestrian Barrier _W OVERLAND RD • o - - - - - - H - -- z � • z �I m I� fl1 Arrow Board, m r R3-17 • Item 1103.4.1 .E.1 D �► R3-17 Z (Temporary) • (Temporary) fl1 24%18" 0 • 0 24"x 18" X R3-17 W4-2 0 0 (Temporary) 36"x36" 0 24"x18" w CONSTRUCTION NOTES 4" Solid Yellow Temporary 1 . Contractor To Obliterate All Conflicting Pavement Markings, �Iie> Pavement Marking, g 9 Item SSP 11450 SSP 11400. N O N2. The Contractor Must Maintain Access To Approaches Within ° I The Construction Area. L o 3. All Traffic Lanes Temporarily Closed Due To Construction, w z Control Line Must Cover The Corresponding Traffic Signal Head. a- d3 I LEGEND m IN N 2' Shy Dist. STAGES 0 4" Solid Yellow Temporary ° Pavement Marking, C14 I Item SSP 11450 \ \ Stage 1 Ln 31 ' 11 ' Min 11 ' Min 2' Shy Dist. I \ Construct The Roadway South Of The Overpass To The Overland o Construction Area Drum Tavel Lane Travel Lane Intersection. a v7 Stage 2 Phase 2 Construct The East Side Of Linder g Road, South Of The Overland ' O x x x — Intersection. Construct The Southeast Corner Of The Overland/Linder Intersection. 0 N ° • Stage 2 Phase 3 • Construct The West Side Of Linder L ° I U Road, South Of The Overland UJ Intersection. Construct The a I W1 —4 O Southwest Corner Of The 36"x36" w Overland/Linder Intersection. z I o O U J O STAGE 2, PHASE 3 TYPICAL SECTION o Existing Sidewalk Temporary Asphalt Pavement m N O O z • Drums 0 0 Tubular ar er zCD 07 w 0Type III Barricade for Roadway r7 + I---I Type II Barricade For Pedestrian Detour / Q S SPANISH SUN WAY • �+ U Direction Of Travel x / z w ° ° p ® U o + of 0 50 100 150 z J z ° Plan Scale ° ° LLI o Q x ■ Z r� KELLE z J W1 -4 z Ito36"x36" o ° 1 ) II I feu\O NA F� o � Q T - F G'i w FK8BY4145C441... ?J z D E T A I L T I T L E 7756 J � Revisions: O s�5/22/202 0 2 O • S I G N A T U R E S • N STAGE 2 PHASE 3 CONSTRUCTION °ti�RFcARNP��- i Design By: J. Thornton Date: 4/2024 Drawn By: A. Corley Date: 4/2024 ��AcHD Ada County Highway District• www.achdidaho.org 3775 Adams Street, Boise, Idaho, 83714 project Number: 321062.001 Project Name: Overland Rd And Linder Rd - Linder Rd Overpass Phase 1 Sheet 24 of 37 17 DocuSign Envelope ID: F62A1D6D-BA81-49B4-80B5-E863B3869DC1 N O T E S 01 Silt Fence, Item No. 1003.4.1 .C.1 o_ 02 Inlet Protection, Item No. 1006.4.1 .C.1 03 Stabilized Construction Entrance, Item 1001 .4.2.13.1 1 . Stabilized Construction Entrances Must Be A P/L — — — — Minimum Of 24 Feet Wide For Single Entrances P/L — P/L — P/L — — — — P — P And A Minimum Of 12 Feet Wide For Dual Entrances. A Minimum Length Of 50 Feet is Required. Const Stage 2, 03 — P/L — — Phase 3 0 00 00 00 00 L E G E N D EP a QO QO QO QO QO O O -00 4+00 � � +00 Stabilized Construction Entrance 1 — Noo°41 '26"E 6+00 S LI N D E R ROAD " _ 7+00 8 � i�� Const Stage 2, V e — — Phase 2 03 O QO QO QO QO J EP EP EP —EP — — EP o—o Silt Fence EP EP +' P EP �O �O �O �O EP EP EP EP EP EP EP FA d� EP —� — EP EP Sign EP EP EP GENERAL NOTES FOR - - TEMPORARY EROSION CONTROL — P/L — /L — — P L — P/ — P/L — P/L — — P / � — — P L — — F7 P L — — P L — — 1 . Site Dimensions, Placement, And Payment For Temporary R/W — — R/W — — R/W W P L — — P/L Erosion Control Devices Will Be As Set Forth In The Plans / R/W R/W — — R/W And Special Provisions. ^\a •qed-aa eocr ea00'08•..o..a..o.•d•.b... .. ...6...a..b... ..a..o..o..o.•d.•5._,�..a..b.� o2. The Site Design Determines The Need For Temporary Erosion N / 01 Control Devices. Modifications To Those Installations Must Be NApproved By The Engineer. Q ,/d — — -1/d 3. Temporary Erosion Control Devices Are Not Intended To Last w More Than One Season (3 Months), Or Until They Are z Integrated Into A Final Erosion Control System, Replace When Expired. M _ 4. At The End Of Each Days Work, The Appropriate Number And (0 %• i i OP Combination Of Temporary Erosion Control Devices Must Be �•• Placed on Each Drainage System Under Construction. N •• I 01 5. The Staging Area Is Required To Be Kept Within The Limits C14 01 I Of The Project. If Additional Area Is Required, Advanced ya Notification To ACHD Is Needed & The SWPPP Will Be I � ���• / — -1/d o— — • ;• ..p... srp�•q •Q••A_ Changed To Include The Additional Potential For Storm Water o O •••• R/W ••�� f�.t.�.=.Q.aa�.• �fW . •P� — R/W — — R/W -6F�1'•9••—?••—•q•—•QR•—W•••••••i Runoff. 0 / / QQ 6. Concrete Clean—Out Areas Are To Be Kept Within The Project Limits. Clean—Out Areas Should Not Be Near Drop Inlets, Or °ss°°° g L - - P L P/L ,g°°°°° I O P L — P L — P P L P L P L Areas Surrounding Irrigation Ditches, Streams, Or Open LL — Channels Of Any Kind. To Remove Affected Soils/Materials And Concrete From Any Concrete Clean—Out Area And 02 I Z Dispose In An Approved Landfill. (D Q 02 7. If A Porta—Pot Is Needed, It Will Be Kept Behind The o I Proposed Or Existing Sidewalk, To Minimize Potential Effected vi Const Stage 2, w Phase 3 03 I Area In Case Of A Spill. O DO DO a� DO I W 8. All Drop Inlet Protection Will Be Installed Prior To Paving. a- `o > 03 Const Stage 1 9. During The Refueling Process, Take Measures To Contain Any OP Potential Spills By Using An Approved BMP. Ln 00 a a a 00 S L I N D E R ROAD 2" o� + 10. Spill Protection Is Required On All Refueling And Maintenance C� p p p p Activities. This Includes Checking And Filling Oil, Brake Fluid, m + I �� Hydraulic Fluid, Radiator Coolant, Power Steering Fluid, z 0o 00 N Q - — - — - - — — - — - - _ _ Transmission Fluid, And Gear Oil. The Contractor Will Use An N00°41 26 E 9+00 y cL 10+_0 - -- ----�36" Pvc-- ----�— ni � — — _--- - p p p 1 1 +00 N00°32'54"E 12+00 13 Approved BMP To Prevent And/Or Contain Spills. in z W D c O O O O 0 11 . Spill Cleanup — In The Event Of A Spill As Outlined Above CD N p Q Q p Q Remove The Effected Soils/Materials And Properly Dispose. o LLJ � D 12. The SWPPP Can Be Altered By The Owner Or Contractor To 41 Const Stage 2, �' Address Any Potential Onsite Storm Water Problems Not Q Phase 2 03 O QO QO QO QO �� 02 Already Covered Or Mentioned Above. If Altered, Both Parties Are To Be Notified As Soon As Possible. w EP a� a� 02 a� a� fi I EP - In 02 =19nt PQit0 20 40 60 z J °°°° I / z \ / • • — — / Plan Scale — — P L — — P/L — — / ••� —se'_`b+�d•�•1�•��vp�G•2: �_ ate_• •• ,�•0••0•�••••• • •••,/�• •• ••• ,/d •• ��d •G •• •• / :p d b d—D� o—o:bd—bd— O — — R/W — — y j III,. . ***dew ♦• ... . s— — .. ....... . .. etteee .. u—o—o—1i—o—o.—a..—o.- -0-8••'6- - �. \ / KELLER 01 0 � I / 01 C \ I I I _• p�Fai°NA F�c - �� T a / W F8C8B3F4145C441... 7J z • D E T A I L T I T L E • 7756 J 0 Revisions: O s�5/22/202�° 2 o • S I G N A T U R E S • N SWPPP PLAN - STA. 3+00 - 13+00 ° FcARNP��- i Design By: J. Thornton Date: 4/2024 Drawn By: A. Corley Date: 4/2024 ��ACl�1D Ada County Highway District• 3775 Adams Street, Boise, Idaho, 83714 project Number: 321062.001 Project Name: Overland Rd And Linder Rd - Linder Rd Overpass Phase 1 Sheet 25 of 37 .�' www.achdidaho.org DocuSign Envelope ID: F62A1D6D-BA81-49B4-80B5-E863B3869DC1 N O T E S 01 Silt Fence, Item No. 1003.4.1 .C.1 02 Inlet Protection, Item No. 1006.4.1 .C.1 03 Stabilized Construction Entrance, Item 1001 .4.2.13.1 04 Fiber Wattle, Item 1003.4.1 .G.1 1 . Stabilized Construction Entrances Must Be A Minimum Of 24 Feet Wide For Single Entrances And A Minimum Of 12 Feet Wide For Dual Entrances. A Minimum Length Of 50 Feet is / Required. L E G E N D F_r I: a m �� 01 I• � .I� • � r • °: •I Stabilized Construction Entrance I o O O I ' °• a ' • ;I °-0 Silt Fence J m o x—O Fiber Wattle • •r GENERAL NOTES FOR O I� °'• •I TEMPORARY EROSION CONTROL b O I '° 1 . Site Dimensions, Placement, And Payment For Temporary J \o• •I Erosion Control Devices Will Be As Set Forth In The Plans a �• 4 And Special Provisions. 00 r 2. The Site Design Determines The Need For Temporary Erosion 00 °; Control Devices. Modifications To Those Installations Must Be N @ • _ Approved By The Engineer. N I — •' 0 3. Temporary Erosion Control Devices Are Not Intended To Last _E� —� �> More Than One Season (3 Months), Or Until They Are o — U- �> �> �> �� Integrated Into A Final Erosion Control System, Replace When Z 01 �> Expired. O ---> �P P L FP — — 4. At The End Of Each Days Work, The Appropriate Number And w — — R N �P — — EP P L _ _ Combination Of Temporary Erosion Control Devices Must Be ° 0 ° 0 0 0 0 0 0-0-0-0-0-0—° ° °_ — _ _ P L �o�oo� Placed on Each Drainage System Under Construction. P/L n °�O�o� � P/LJJJJJJ1 �° _ _ p...9 5. The Staging Area Is Required To Be Kept Within The Limits N + — — P/L — — P/L ° °-O�O�°� oHP /-0'0�0 ° p g:sv�r°•"' Of The Project. If Additional Area Is Required, Advanced 0 00 p L — p L — — 0 0�0� Q• �. r a— X—o— X—o— X o— X—o— X Notification To ACHD Is Needed & The SWPPP Will Be ° '''•••s�&P•• '•' Changed To Include The Additional Potential For Storm Water N a —o— x—O— X 01 04 oHP Runoff. � o oHP 6. Concrete Clean—Out Areas Are To Be Kept Within The Project > _J04 Limits. Clean—Out Areas Should Not Be Near Drop Inlets, Or can C_ Areas Surrounding Irrigation Ditches, Streams, Or Open a Channels Of Any Kind. To Remove Affected Soils/Materials g And Concrete From Any Concrete Clean—Out Area And Dispose In An Approved Landfill. 7. If A Porto—Pot Is Needed, It Will Be Kept Behind The Proposed Or Existing Sidewalk, To Minimize Potential Effected o Area In Case Of A Spill. vi w w 8. All Drop Inlet Protection Will Be Installed Prior To Paving. --�---- —36" PVC---- ->- ----� -- �- - - — — —�- — �— —�-- —� �— 9 s To Contain A 00 During e Refueling ing Process, Take Measures Any 15+00 16+00 - - — Potential Spills By Using An Approved BMP. 14 N00°32'54"E � 17 00 � �- 3C" N �_ � — 18+00 10. Spill Protection Is Required On All Refueling And Maintenance Activities. This Includes Checking And Filling Oil, Brake Fluid, o Hydraulic Fluid, Radiator Coolant, Power Steering Fluid, 00 a_ Transmission Fluid, And Gear Oil. The Contractor Will Use An gW Approved BMP To Prevent And/Or Contain Spills. n 11 . Spill Cleanup — In The Event Of A Spill As Outlined Above Remove The Effected Soils/Materials And Properly Dispose. z CD 12. The SWPPP Can Be Altered By The Owner Or Contractor To o Address Any Potential Onsite Storm Water Problems Not Already Covered Or Mentioned Above. If Altered, Both Parties o Are To Be Notified As Soon As Possible. a o VdVd ° °�'d�••. _ 0 20 40 60 J _ Plan Scale 1/dKELLER 0 o- o z g o' W 0 \0 A L F Arai tic X G\STF i W F8C8B3F4145C441... 73 z • D E T A I L T I T L E • 7756 J 0 Revisions: O s�51221202 0 2 o • S I G N A T U R E S • N SWPPP PLAN - STA. 13+00 - 18+00 °ti�RFcARNP��- i Design By: J. Thornton Date: 4/2024 Drawn By: A. Corley Date: 4/2024 ��AcHD Ada County Highway District• 3775 Adams Street, Boise, Idaho, 83714 project Number: 321062.001 Project Name: Overland Rd And Linder Rd - Linder Rd Overpass Phase 1 Sheet 26 of 37 17 www.achdidaho.org DocuSign Envelope ID: F62A1D6D-BA81-49B4-80B5-E863B3869DC1 N O T E S 01 Silt Fence, Item No. 1003.4.1 .C.1 02 Inlet Protection, Item No. 1006.4.1 .C.1 03 Stabilized Construction Entrance, Item 1001 .4.2.13.1 1 . Stabilized Construction Entrances Must Be A Minimum Of 24 Feet Wide For Single Entrances And A Minimum Of 12 Feet Wide For Dual Entrances. A Minimum Length Of 50 Feet is Required. o � ± U I L E G E N D � Stabilized Construction Entrance o 0 0 00 00 041 o—o Silt Fence 01 oo 01 oo 00 oo o P/L P/L •..... .. . 1�J�! • L O 01 P L s��,• GENERAL NOTES FOR o °°°°°°" P/L TEMPORARY EROSION CONTROL 0 0 0 — — _ 1 . Site Dimensions, Placement, And Payment For Temporary o o _ Erosion Control Devices Will Be As Set Forth In The Plans 00 _ And Special Provisions. — 2. The Site Design Determines The Need For Temporary Erosion N 0 —o Control Devices. Modifications To Those Installations Must Be �� Approved By The Engineer. N +' o' 3. Temporary Erosion Control Devices Are Not Intended To Last More Than One Season (3 Months), Or Until They Are — _ _ 104+00 _ _ PI: 9+85.86 11 b� 106+00 W OVERLAND ROAD Integrated Into A Final Erosion Control System. N89° 19' 36"W — — — — — — _ — — _ _ _ 107+00 _ _ _ 108+00 4. At The End Of Each Days Work, The Appropriate Number And , N89° 07 24 W O Combination Of Temporary Erosion Control Devices Must Be 'bBRASS CAP — — — — - — _ _ _ Placed on Each Drainage System Under Construction. — —� Lq 5. The Staging Area Is Required To Be Kept Within The Limits Of The Project. If Additional Area Is Required, Advanced o Notification To ACHD Is Needed & The SWPPP Will Be Changed To Include The Additional Potential For Storm Water N Runoff. LO — — — —�— — `— — — — — — — — — — — — — — 6. Concrete Clean—Out Areas Are To Be Kept Within The Project Limits. Clean—Out Areas Should Not Be Near Drop Inlets, Or ° °° Areas Surrounding Irrigation Ditches, Streams, Or Open O O Channels Of Any Kind. To Remove Affected Soils/Materials �o g � And Concrete From Any Concrete Clean—Out Area And ...... .• � — Dispose In An Approved Landfill. P/L0 0 O O ••O ••• / P/L — — P/L — — P/L — _ 7. If A Porto—Pot Is Needed, It Will Be Kept Behind The 01 \ Q // Proposed Or Existing Sidewalk, To Minimize Potential Effected o \�••• O ��� •• Area In Case Of A Spill. \ \•• o o � o o / 01 \\ 8. All Drop Inlet Protection Will Be Installed Prior To Paving. i \\ m 9. During The Refueling Process, Take Measures To Contain Any \ • W . / Potential Spills By Using An Approved BMP. N �••• �� o Z O�O •� 10. Spill Protection Is Required On All Refueling And Maintenance / \ o Z o •o Activities. This Includes Checking And Filling Oil, Brake Fluid, • + J Hydraulic Fluid, Radiator Coolant, Power Steering Fluid, m O i r Transmission Fluid, And Gear Oil. The Contractor Will Use An F I Approved BMP To Prevent And/Or Contain Spills. I 0 11 . Spill Cleanup — In The Event Of A Spill As Outlined Above I I o I Remove The Effected Soils/Materials And Properly Dispose. � J � ° I a .� I 12. The SWPPP Can Be Altered By The Owner Or Contractor To w II a° Address Any Potential Onsite Storm Water Problems Not .I Already Covered Or Mentioned Above. If Altered, Both Parties Are To Be Notified As Soon As Possible. Z N W 0 o' 0 20 40 60 z J Z Plan Scale a o- 0 KELLER o- o z g o' W 0 \0NAL F �F ai tic X STF G� i W FK81331`4145C441... 73 z • D E T A I L T I T L E • 7756 J � Revisions: O s�5/22/202 G 2 0 • S I G N A T U R E S • N SWPPP PLAN - STA. 103+00 - 108+00 °ti�RFcARNP��- i Design By: J. Thornton Date: 4/2024 Drawn By: A. Corley Date: 4/2024 ��AcHD Ada County Highway District• 3775 Adam www.achdidaho.org s Street, Boise, Idaho, 83714 project Number: 321062.001 Project Name: Overland Rd And Linder Rd - Linder Rd Overpass Phase 1 Sheet 27 of 37 17 DocuSign Envelope ID: F62A1D6D-BA81-49B4-80B5-E863B3869DC1 N O T E S 01 Retain And Protect 02 Remove Sign, Item No. 201 .4.1 .C.1 03 Roadside Traffic Sign Installation, (One Metal Post, Item No. 1135.01 .01 04 Relocate Roadside Sign, Item No. 1135.01 .07 1 . The Contractor Must Obliterate All Conflicting Pavemen Markings Item SSP 11400 2. Street Name Sign Refer To ACHD Traffic Stanards TS 1109.03 For Details. w t R3-7R U) E �w o R10-15R(Mod) 30"x3O" _ z z I 30"x30" �_ � D � ~ > PAVEMENT MARKING LEGEND C 03 WhiteCL Lane Line � ■� P/L — — P/ — — P/L — _ — O 7' Length & 18' Gap, Item No. N CL 24 P/L 1 134.03.03 0 _ 4" White — Lane Line N -U 12' Length & 38' Gap, Item 01 +241— No. 1134.03.04 O 4" Yellow — 2 Way Lt. Turn W 5 7' Length & 18' Gap, Item No. P/L — — P/L — — P/L — — /L — — P/L — — P/L +36 20 1 134.03.05 - +24 20 +59 25 15 17 +56 O 4" Yellow — No Passing — 2 CL Direction, Item No. 1134.03.07 o EP EP EP — EP 1 1 o O 4" Yellow — Striped Median, +24 8 0 +59 +89 -------_ _� + Item No. 1134.03.08 +00 2+00 3+00 I 4+00 7 +44 +85 - - \ _ _ - 6 d 8" White — Lane Drop S Linder Road - � 11 — — 3' Length & 12' Gap, Item No. LO +06 I 1 134.03.1 1 +44 J 8" White — Bike Lane At Int. Q EP EP EP EP EP EP EP EP — EP — 7 -J 2' Length & 6' Gap, Item No. EP +06 1 134.03.12 N � g EF 15 8" White — Channelizing\Bike EP EP EP Lane, Item No. 1134.03.15 02 0 17 16 4" Yellow — Left Edge\Divided vi Hwy, Item No. 1134.03.16 4" White — Right Edge, Item P/L — — P/L — — P/L I 17 No. 1 134.03.17 / P/L — P/L — — P/L — — P/L — — P/L — — P/L — — P/L — P/L — — P — ° a Cross 24Z 6 18 Item No. 1 134.05 21Walk — Thermoplastic w w \a 19 24" White — Stop Bar — Thermoplastic Item No. 1134.05.21 CD z / z 03 20 Thermoplastic Pavement Markings /z Item No. 1134.05.21 o R1 -1 STOP z30"x30" 21 4" White — Chevron — Item No. 1 134.03.21 w of 4" Yellow — Multiuse Pathway i R3-2 24 — — — — Center Line 3' Length & 9' 24"x24" Gap, Item No. 1134.03.21 z 4" White — Stripe at 30° — w 25 000- Item No. 1134.03.21 0 i U o' 0 20 40 60 z J Z Plan Scale a o- 0 KELLE0 ■ o- oA S S • z g o' w 0 \ONAL F o ,,\STF i 0 F8C8B3F4145C441... �I J rDigitalSignature 7756 o O N� 12212024r004 _ Revisions: Design B J. Thornton Date: 1 2024 Drawn B A. Corley Date: 1 2024 Survey B : A. Hafen Date: 09 2022 CARNP 9 Y� � Y� Y � Y Y ��ACHD Ada County Highway District• 3775 Adams Street, Boise, Idaho, 83714 project Number: 321062.001 Project Name: Overland Rd And Linder Rd - Linder Rd Overpass Phase 1 Sheet 28 of 37 www.achdidaho.org DocuSign Envelope ID: F62A1D6D-BA81-49B4-80B5-E863B3869DC1 N O T E S 01 Retain And Protect 02 Remove Sign, Item No. 201 .4.1 .C.1 03 Roadside Traffic Sign Installation, (One Metal Post, Item No. 1135.01 .01 04 Relocate Roadside Sign, Item No. 1135.01 .07 1 . The Contractor Must Obliterate All Conflicting Pavemen Markings Item SSP 11400 2. Street Name Sign Refer To ACHD Traffic Stanards TS 1109.03 For Details. For Continuation See Sheet 30 R3-7R J U Uw W w R4-16 / � Z ��(� Y X 24"x30" \ _30 x30 = _ _sw-101 ���U AK w 0 36"x36" =<�J -03 PAVEMENT MARKING LEGEND � �� I � CL 03 24 I \� R/w 4" White - Lane Line I — 03 - O 7' Length & 18' Gap, Item No. 1134.03.03 N L — P _ _ _ — I 4" White - Lane Line C P — — /�T — P L — — - _ I 0 - O 12' Length & 38' Gap, Item Speed — No. 1134.03.04 LO Limit Sign 01 I 4" Yellow - 2 Way Lt. Turn I I O +64 4 +09 — � 7' Length & 18' Gap, Item No. z I L I 1134.03.05 O4" Yellow - No Passing - 2 12, �� I Direction, Item No. 1134.03.07 8 +64 O — _ 12' 18 20 20 I I 8 Yellow - Striped Median, NO r----- C C C C O 0 0-- I Item No. 1134.03.08 0 8 +10 4 04 N + 19 I 8" White - Lane Drop C14 ° 00 LM— +64 +72 +84 ' I O 7+00C111 12' 1 1 — — 3' Length & 12' Gap, Item No. o Ln 8+00 I 1 134.03.1 1 w n _ _ 9+00 I C 0 10+00 8" White - Bike Lane At Int. a c +72 15 — _ 1 1 12 - - - - 2 Length & 6 Gap, Item No. +64 +64 +8 4 — —� 1134.03.12 S Pnde r Road+18 I O 8„ White - Channelizing\Bike N D 15 Lane, Item No. 1134.03.15 �' +6 4� c� � _ 20 15 19 I I 16 4" Yellow - Left Edge\Divided z Hwy, Item No. 1134.03.16 02 17 +64 +64 z 20 4 17 4" White - Right Edge, Item z + No. 1 134.03.17 24 I °°, 02 24" White - Cross Walk - Thermoplastic Z — — — — — — — — — / 18 Item No. 1134.05.21 a P — — / L — R yy L — — — — L _ _ — — \ / 24" White - Stop Bar - Thermoplastic W R W P � L-7 / R/w R/W R/W — R/W — — R/w — — \ // 19 Item No. 1134.05.21 CD 03 `Q� r 53 1-- z `� CL �ON Nan z Yea ��o „o� mC ACHD TS-1115 �CD 3Y ACHD TS-1115 nz _ 24 x30 Q - CD ; ( 0 24 x30 m C I Thermoplastic Pavement Markings m o", o� �o m Y O cn O G7 � r- i EP EP 20 0 0� Cn r I I Item No. 1134.05.21 o ;,CD '� ♦ ♦ fib• ' = z z m I I I ,, g o' R10-15R(Mod) R3,7R For Continuation See Sheet 30 z 30"x30" 30 x30 21 4" White - Chevron - Item CD No. 1 134.03.21 w of 4" Yellow - Multiuse Pathway Center Line 3' Length & 9' Gap, Item No. 1134.03.21 z 4" White - Stripe at 30° - w 25 000 Item No. 1134.03.21 0 i U o' 0 20 40 60 z J Z Plan Scale a o- 0 KELLER o- oA S S • z g o' w 0 TONAL F C Qo G\STF i F8C8B3F4145C441... �I J Digital Signature 7756 o O N� 12212024r� _ N 0.�, Revisions: Design B J. Thornton Date: 1 2024 Drawn B A. Corley Date: 1 2024 Survey B : A. Hafen Date: 09 2022 CARNP 9 Y Y Y Y Y �A ACHD Ada County Highway District• 3775 Adams Street, Boise, Idaho, 83714 project Number: 321062.001 Project Name: Overland Rd And Linder Rd - Linder Rd Overpass Phase 1 Sheet 29 of 37 � � www.achdidaho.org DocuSign Envelope ID: F62A1D6D-BA81-49B4-80B5-E863B3869DC1 R9 N O T E S R3-17 w � � .� 12"x18" For Continuation See Sheet 29 24"x 18" W LL�J] Retain And Protect O m 03 o0 02 Remove Sign, Item No. 201 .4.1 .C.1 P/L — — P/L — — P/L — — P/L — — P/L — — 00 / P/L — H P/L — — P/L — — L P/L 03 - 03 Roadside Traffic Sign Installation, (One Metal Post, UB EP - - /� Item No. 1135.01 .01 20 04 Relocate Roadside Sign, Item No. 1135.01 .07 15 25 1 . The Contractor Must Obliterate All Conflicting Pavemen Markings Item SSP 11400 2. Street Name Sign Refer To ACHD Traffic Stanards TS +53 +29 1109.03 For Details. +7 2 +16 � � —2LGI I +1 4-\ 5 7 - - - - - - — - - - - - - O +67 +08 N o 0 u7 0 100+00 101+00 +28 102+0012' 18 12' f1 103+00 20 104+00 12 1 20 N89° 19' 6"W +82 +67 +20 23 c 5 � +2 0LD +92 15 W Overland Road 19 +16 Q +92 4 N 25 19 +76 4 � L 'n +36 � - - - - - - - - - - - - - - - - - � PAVEMENT MARKING LEGEND C J° CL � 15 4 White - Lane Line � 3 7' Length & 18' Gap, Item No. 1 134.03.03 o P/L — — P/L — — P/L — — P/L P L P/L P/L P/L — — P/L 20 — P/L — — P/L 4" White - Lane Line \ O 12' Length & 38' Gap, Item N 03 \ No. 1 134.03.04 ow w I - _� \ 5 7' Lenlgth & 18' Gap, Item No. z c�z \ O 1 134.03.05 R 10-15R(Mod) �,z 30"x30" �' \ r 7 4" Yellow - No Passing - 2 �• 1 I O Direction, Item No. 1134.03.07 For Continuation See Sheet 29 O 4" Yellow - Striped Median, Item No. 1134.03.08 04 O O 8" White - Lane Drop 04 3' Length & 12' Gap, Item No. LO 1 134.03.1 1 8" White - Bike Lane At Int. W t g R10-15R(Mod) 2' Length & 6' Gap, Item No. 1 134.03.12 For Continuation See Sheet 29 z w o 30"x30" z g =_ 8" White - Channelizin Bike R3-7R 15 J ~ g\Lane, Item No. 1134.03.15 LU D 03 = z 36"x36" cD � d3 � � o \ dd C d3 �_ d3 d-1 d3 d3 dd 16 4" Yellow - Left Edge\Divided o° R vi \ 03 Hwy, Item No. 1134.03.16 z n 9 a- �A R4-16 \\ - 03 W 9 V O 12'x18" 17 4" White - Right Edge, Item Y \ - - _ _ _ _ - - P .� � O No. 1134.03.17 Q M �� 0 °°°°°° ° 20 20 - 18 24" White - Cross Walk - Thermoplastic z P7`— — — P/L — — P/L — — P/L — — P/L — — P/L Item No. 1134.05.21 w - - o 19 24" White - Stop Bar - Thermoplastic O Item No. 1 134.05.21 +82 +68 CD z - 7 U J / 19 +75 4 - - - - i o - - - - -� 12' 18 — + 4' _ 20 Thermoplastic Pavement Markings - 15 +39 Item No. 1134.05.21 m o +71 z +21 Qi bb 12' 19 106+00 20 i� 107+00 W Overland Road 108+00 z � 24 +05 N89° 07' 24"W in +14 +39 - 109+00 110+00 21 4" White - Chevron - Item C J BRASS CAP 20 No. 1134.03.21 o +79 4 o f+78 N 4" Yellow - Multiuse Pathway 7 +39 Center Line 3' Length & 9' Gap, Item No. 1134.03.21 z +67 cv 25 +37 25 4" White - Stripe at 30° - w Item No. 1134.03.21 ell- 0 20 40 60 +67 CO z z 15 Plan Scale T' _ P , 20 o / P/L — — P/L — — P/L — 0 / 0 0 KELLER � 03 � z 03 EP P/L — — P/L — — P/L — — P L z / — — P/L— g po > Fn 7C T T O 1 1 1 R9-7 R3-17 m \O NA L F o 12"x 18» ' C 24"x 18" r 1� Z � � � ' `T For Continuation See Sheet 29 m QC8B3F_` FSCSB3F4145C44L.. J Digital Signature 7756 o O N� 12212024r0 = N O� rE O F SOP .�Q Revisions: Design B J. Thornton Date: 1 2024 Drawn B A. Corley Date: 1 2024 Survey B : A. Hafen Date: 09 2022 tih, CA?, 9 Y� � Y� Y � Y Y �A ACHD Ada County Highway District• 3775 Adams Street, Boise, Idaho, 83714 project Number: 321062.001 Project Name: Overland Rd And Linder Rd - Linder Rd Overpass Phase 1 Sheet 30 of 37 www.achdidaho.org DocuSign Envelope ID: F62A1D6D-BA81-49B4-80B5-E863B3869DC1 N O T E S 1 . All Locations Of The Lighting Poles Shall Be Field Verified By ACHD Prior To Installation. 2. It Is Not The Intent Of These Plans To Show The Exact Location Of Underground, Overhead Utilities, And Structures. It Is The Responsibility Of The Contractor To Verify The Locations Of All Existing Utilities With Their Respective Owners. Existing Utilities Damaged By The Contractor Shall Be Repaired At The Contractor's Expense. Call Digline 48 Hours Prior To Excavation To Request Underground Utility Locations. 3. Lighting Plan Designed With Leotek Model No. GCM#-60J—MV-40K-3R—BK—PCR7 124W LED Fixtures. 01 Install Streetlight, Item 1131 .01 .06 02 Install Street Lighting Conduit, With Cabling Indicated, Item 1 131 .01 .07 03 Install Street Lighting Junction Box, S-40T/ADA, Item 1 131 .01 .08 04 Install City Of Meridian Future Fiber Conduit (2"), Item 1102.4.1 .E.1 .2 05 Install City Of Meridian Future Junction Box, S-40T/ADA, Item 1102.4.1 .F.1 .B ° \ 06 Install Traffic Signal Interconnect Conduit (Trench), With \ Locate Wire, Item 1131 .01 .02.E Parcel 8 6 I ° o_ 07 Relocate Existing Street Light, Item 1102.4.1 .13.1 1807 ° ° Retain And Protect o Louie D Shearer ° T S 1 2231 1 0500 c T UP Tv T T T G. C P T OHP OHP M — — — � OHP P/L — — _ rn ® �� P � o U OHP T ® o T o ° o o ° o T 04 N C OHP P/L — 0 b z EP o O Sew O 0 3 SeH 00 4 Se G — — U— — O — 6 7 d w S CINDER RD 00 EP E w w w w _ S CINDER RD w w o T G T 3 T T T Cn Retain And Protect a c G Retain And Protect L E E N D g � c O O O O O v � 0 c� P U P Service Pedestal 3 z — P/L — /L — — P L — P/ — P/L — P/L — S-40T/ADA Junction Box z T — — — a P - - P L - - P L - - P/L - - P L _ _ P L S-45T/ADA Junction Box with Riser ° ) ooR/W — — R/W — — R/W — — R/W — — R/W — R/W N �S cn ° Par sI9 — City Of Meridian Fiber Conduit o Fall Creek HOA Inc z R2737350120 Interconnect Conduit J Y yd �J o ° Illumination Conduit 00 Power Pole 0 z g In Luminaire Pole / z wProject Note Number 0 Q 92 Bid Item Note Number U w p� Signal Cabinet 0 i U o' 0 20 40 60 z J Z Plan Scale a o- 0 KELLE0 ■ o- oA S S • z g o' w 0 o- G\STF F o i o- 0 F8C8B3F4145C441... �I J Digital Signature 7756 o O N� 122120204 4r� _ Revisions: Design B J. Thornton Date: 1 2024 Drawn B A. Corley Date: 1 2024 Survey B : A. Hafen Date: 09 2022 CARNP 9 Y� � Y� Y � Y Y ��AcFm Ada County Highway District• www.achdidaho.org 3775 Adams Street, Boise, Idaho, 83714 project Number: 321062.001 Project Name: Overland Rd And Linder Rd - Linder Rd Overpass Phase 1 Sheet 31 of 37 DocuSign Envelope ID: F62A1D6D-BA81-49B4-80B5-E863B3869DC1 R8048710025 `l� N Q T E S 1 . All Locations Of The Lighting Poles Shall Be Field Verified By � � — d o ACHD Prior To Installation. j ° I/d — — _ _ _ _ _ ° \� /� // 1-2" RPC —OHP — 2. It Is Not The Intent Of These Plans To Show The Exact — — — — — — HP Ol cation Of Underground Overhead Utilities, And Structures. It — — — — — — — — — — — — — — — — — — R/W - Install 2—#6 02 — — R/W — — RA — — R/W R/W ° O , — — — — — — — — — — — — — — — — — — — — — — �\ 1—#6 GND — — — Is The Responsibility Of The Contractor To Verify The MID IS, Locations Of All Existing Utilities With Their Respective Owners. F0 FO o �. — Existing Utilities Damaged By The Contractor Shall Be °°`°° 3 FO P L — P L P — — — — Repaired At The Contractor's Expense. Call Digline 48 Hours Cf) /L - - P L — — I I I a) O \ --- - -- ---- P L P L — P L - - — —-- -- --- -_- - _--- ------------- Prior To Excavation To Request Underground Utility Locations. UP I I Fos 3. Lighting Plan Designed With Leotek Model No. = Fos 2-2" RPC 06 GCM#-60J—MV-40K-3R—BK—PCR7 124W LED Fixtures. M FOS FOS \ I I L FOS Fos Fos Fos Fos Fos 01 Install Streetlight, Item 1131 .01 .06 N O a_ " 02 Install Street Lighting Conduit, With Cabling Indicated, Item N 1 131 .01 .07 I � 00 I + o / Install Street Lighting Junction Box, S-40T/ADA, Item III 2A 3 0 03 1 131 .01 .08 I �c V) Q f + \�� Cn ") 04 Install City Of Meridian Future Fiber Conduit (2"), Item 3 9 I I I N —�— — --�— - --- - -- O 1102.4.1 .E.1 .2 — I I — —10 —� — — 11 S ynderl 0aa 12 — }36" Pvc--�— 1 d 4-1 Install City Of Meridian Future Junction Box, S-40T/ADA, G_ ICY') 05 D CA — — — Item 1102.4.1 .F.1 .B w w 12" PVC 12 PVC w r w J Install Traffic Signal Interconnect Conduit (Trench), With D w w 06 Locate Wire, Item 1 131 .01 .02.E I I I Sew 8" Sewer Sew Sew 03 07 Relocate Existing Street Light, Item 1102.4.1 .B.1 1-2„ RPC I 2-2" RPC 06 Install 2—#6 02 ~ 05 1—#6 GND 07 03 I I I o -------- ---- — I I----�--- °° ig ig Sig big -- —=- - _---=�9 ---=——�-9------- — --=— —=- --=ig------ 1-2 RPC �9 Install 2 — — 02 01 1—#6 GND 1-2" RPC 04 N �� � � — — — — — — — � — — — — — — — — — — — — — — — I/ci — — Vd — — I/d — — I/d — — Vd N — — R/W — — R/W — — h \ � ° — — — — — — - -I — — — — — — — — — — — w z wt 05 -- --->_ P X EP EP EP EP O \\\\\\\\\\\\ EP EP EP EP EP EP — N O 00 w ° 0-0-0— ° o O L E G E N D � P/L _ — J / P/L o ° ° ° ° —� — — W — — /ru P/L — — — — — — O P/L — � Service Pedestal °1-2" RPCo 0 0 0 0 0 0 0 0�° c� 01 Install 2— o— #6 02 �o�o — — OHP — — o ( i 1—#6 GND — P/L — —O�Oo, o _ P/L o_°� OHP g --- -P L----_--- P --_------ ----------- °— °_ 0 S-40T/ADA Junction Box _ _ __ _ OHP a — — — 01 OHP S-45T/ADA Junction Box with Riser OHP � N 06 2-2" RPC 03 ———— _ _Cap End Of— FOS FOS Fos Conduits — — —Sig — City Of Meridian Fiber Conduit FOS / o Fos Fos Fos Fos Fos Fos —�Fos 03 Interconnect Conduit J / Illumination Conduit 0 0 / 00 / f Power Pole z ZIn Luminaire Pole g - -- ----�-36" PVC— ----�— — 1 --- -- ----/------�---15 ----- ---- ----� ---- ---- ---- --36" PVC->-----= — — J — — — — I / — $ — — L 16 — I — 11� 1 z O — Pro' w 12" PVC w - S Linder Road J ect Note Number 1 Q / 92 Bid Item Note Number 06 2-2" RPC w Cap End Of �� Signal Cabinet of Conduits In — — ig ? Sig - - -Sig - - -Sig - - -Sig - - -Sig — — —Sig———--——--—Sig — - -Sig — — —Sig O 20 40 60big — g 1-2 J " RPC - - Y Install 2—#6 02 / 01 -- U✓ -------- - - - - - - _ _ _ - - - � Plan Scale — —I/d — — — — — — — — — — — — — — — I/d / W 00 1-2" RPC 04 ,/d — — W _ o I/d ■ W W • o- o —I/d -- — z W PVC w — — I/d W - o � — I/d _ _ \O NA L F I/d — pG&Qu`?; tic F i o EP EP EP EP EP \ST — �I/d � � �,�5,n,-. o- — FK8B3F4145C441... �I J Digital Signature 7756 o O P 12212024r� _ N Revisions: Design B J. Thornton Date: 1 2024 Drawn B A. Corley Date: 1 2024 Survey B : A. Hafen Date: 09 2022 CARNP 9 Y� � Y� Y � Y Y ��ACHD Ada County Highway District• 3775 Adams Street, Boise, Idaho, 83714 project Number: 321062.001 Project Name: Overland Rd And Linder Rd - Linder Rd Overpass Phase 1 Sheet 32 of 37 www.achdidaho.org SIGNAL HEAD SCHEDULE 1 �� I N O T E S r � Pole B 1. Refer To ACHD Standard Traffic Details (TS Series) For Construction Details And Luminare Pole (Davit Arm Style) Pole C Installation Requirements. 7 9+35 �R Sta: . : . N I Combination Signal & Luminaire Pole— � Off 789'Lt I 9 2. The Contractor Shall Verify And Check All Dimensions And Details Shown On The R 16 Pedestrian Pole Height: 30 I I I Sta: 10+35.5, Off: 79.5 Lt Drawings Prior To The Start Of Construction. Any Discrepancies Shall Be Immediately R Countdown Head Top of Pole Foundation I Pole Height: 40' Brought To The Attention Of The Engineer For Clarification. � Elev: 2609.28— — � Signal Most Arm: 50' Y �Y Center of Controller Cabinet And I Luminaire Most Arm: 15' 3. The Locations Of The Traffic Signal cabinet, Service Pedestal And Signal Poles !� Service Pedestal Foundation CCTV Mast Arm: 6' Foundations Shall Be Field Verified B ACHD Prior To Installation. ACHD Forces Must 1 Be Notified At Least Two Working Days Prior To Installation. Naztec Type 6 Signal Cabinet o I r Top of Pole Foundation G Foundation Type P r I Elev: 2608.42' 4. Locations Of Existing Underground Structures And Utilities Such As Pipelines Conduits, G Sta: 9+22.1, Off: 83.5 Lt I Sig Pole D Cables, Etc. Shown On The Traffic Signal Plans Are Approximate Only. It Is Not The <G— Pole A I Pedestrian Signal Pole Intent Of These Plans To Show The Exact Location Of All Underground Utilities And Signal Pole B Sta: 10+56.8, Off: 61.5'Lt Structures. It Is The Responsibly Of The Contractor To Verify The Locations Of All ' Existing Utilities With The Respective Owners. Existing Utilities Damaged By The Pole Height: 12 Sta: 9+22.4, Off: 66.9'Lt I I Contractor Shall Be Repaired At The Contractors Expense. Pole Height: 18' I 42P B Top of Pole Foundation 11 12 21 22 23 31 32 33 21P 22P Signal Mast Arm: 65' B �� I I 31 ,s0 Elev: 2607.46' 5. All Traffic Control Devices Shall Conform To The Latest Edition Of The Manual Of \11-451 52 41 42 43 71 72 73 41P 42P Top of Pole Foundation / \ _ Uniform Traffic Control Devices (MUTCD). Elev: 2609.00 41P° ° d / — d % 6. Information Shown On This Sheet Is Accurate Only For Traffic Signal Improvements. 61 62 63 61 P 62P A Ease(T) � /� � — — 52 21 22 6 °2 23 R/W — — R/W _ _ —_ _ _ _ _ _— _ —_ _ _ _ �\ 7. Regulatory Signs Mounted On Traffic Signal Mast Arms Are Incidental To The Traffic 81 82 83 81P 82P �� __ 62P I 0But n — — — B Signal Installation And Are Not Paid For Separately. Fo II Fo 21 P s; — MH 8. Contractor To Install Video Detection Cable From Cabinet To The Gridsmart Video p E — .— — a� I Non Camera Location As Indicated On The Conduit Schedule. Install Gridsmart Video — cono 1 I I Camera In Location As Directed By ACHD. Contractor To Terminate Conductors In The M A S T A R M S I G N SCHEDULE 6 � i Fos Fos X � Field And Coil 10 Feet Of Cable In Cabinet For Termination By ACHD. ACHD To Furnish I Sign And Determine Location Of Gridsmart Video Camera, Orient The Camera, Establish The FOS Detection Zones And Calibrate The Entire System For Operation. ACHD Forces Must Be Curb I I I os X Fos Notified At Least 5 Working Days Prior To Installation. 42 a 9. Contractor To Install Radar Detection Cable From Cabinet To The Radar Detector \ � so �� WO171 J Location As Indicated On The Conduit Schedule. Install Radar Detector In Location As Asphalt 41 I �� v, N w Directed By ACHD. Contractor To Terminate Conductors In The Field And Coil 10 Feet - 4 IMG Of Cable In Cabinet For Termination By ACHD. ACHD To Furnish And Determine 5 I I �, PI STA: 9+85.86 0 Location Of Radar Detector, Orient The Detector, Establish The Detection Zones And �+ pp,,�� I I � 3 I Calibrate The Entire System For Operation. ACHD Forces Must Be Notified At Least 5 WOEfla-dpd S fil 73 i I i I �� V) 16 32 Working Days Prior To Installation. 5 I I 5 — 10. Contractor Shall Orient Emergency Pre—Empt Detectors For Optimal Visibility. SNS SNS 66"X30" 60"X30" 9 72 I I — 10 I ——— —— 11 Contractor To Pick Up Pre—Emption Equipment From Meridian Fire Department. S L I N D E R R D I — 33 Contact Charlie Butterfield (208-888-1234) At Least 10 Working Days Prior To The 5 Anticipated Pre—Emption Equipment Installation. iI I w 2" PVC wv 2" PVC w w 11. Contractor Shall Install CCTV Cable From Cabinet To The CCTV Camera Location On O3 4� O4 ' '�� I I I I I 81 I Pole A. Coil 10 Feet Of Cable At The End Of The CCTV Camera Mast Arm For X Termination By ACHD Forces. ACHD To Furnish, Install And Orient The CCTV Camera. Lndr sew 8" Sewer sew 82 Sew ACHD Forces Must Be Notified At Least 5 Working Days Prior To Installation. The p� p� 'C w Existing CCTV Camera Must Remain In Operation During Construction. It May Be WfU Sm I I I I x Disconnected For A Maximum Of 48 Hours On Weekends Only. I I I I 6 — sig 12. Remove And Salvage Existing Signal Cabinet, Service Pedestal, Signal Poles, Mast SNS SNS EP EP� Curb I I I I I I a 3°° 11 x —si — Arms, Signal Heads, Signs, Light Fixtures And All Other Signal Equipment To ACHD 66 X30 60 X30 I I I I Signal Shop. Coordinate With Idaho Power For Power Clearance Requirements For N 83 22P — — — B — Equipment And Workers When Removing Mast Arms. Remove And Salvage Existing c / Pre—Emption Equipment To Meridian Fire Department. Remove And Dispose Of All O O � I IMG — — ��d — — Foundations, Conduit, Cabling And Junction Boxes Unless Otherwise Noted. The Existing 61P ( Traffic Signal Control For The Existing Overland Rd And Linder Rd Intersection Shall 4 62 61 12 IMG Pole E Remain In Operation Until The New Traffic Signal Is Fully Operational, Item N— RAW � = � � �T � — — — 81P — + °71 Combination Signal & Luminaire Pole 1131.01.01.A1. 'ooi co Sta: 10+57.3, Off: 42.9'Rt ONLY ONLY 5' Ease(P) Pole H —— �A If Indicated On The Plans Or Directed By ACHD, The Contractor Shall Install A P B Pole Height: 35 Three—Wire Electrical Service To Be Used At 120/240 Volts, Single Phase, 60 Hertz Luminare Pole n '00 P Signal Mast Arm: 55' AC Between The Power Supply And The Service Cabinet. The Contractor Shall Install A R3-5L R3-5R Sta: 9+22.9, Off: 52.4'Rt B 82P I n Luminaire Mast Arm: 15' Junction Box A Maximum Of Two (2) Feet From The Power Supply. The Distance From 30"X36" 30"X36" Pole Height: 30' I I Post x EP Top of Pole Foundation The Power Source To The Service Cabinet Shall Not Exceed 300 Without Approval Luminaire Mast Arm: 15' Elev: 2607.92' From The ACHD Signal Coordinator. The Contractor Shall Coordinate With Idaho Power Top of Pole Foundation I For The Power Connection Location. The District Shall Be Responsible For All Idaho Elev: 2608.90' I �I Pole F Power Fees Related To Power Supply And Connection. The Contractor Shall Have Idaho Pedestrian Signal Pole \ Power Submit Paperwork To The ACHD Utility Coordinator For The Connection A Pole G — Off: 66.5 Rt \\\ Minimum Of Sixty (60) Working Days Prior To Activating The New Power Supply. The X.PHASE DIAGRAM Signal Pole o Sta: 10+38.6, Sta: 9+36.6, Off: 66.4'Rt U ® 0 Pole Height: 12' , Halt Contractor Shall Be Responsible For All Electrical Permit Fees. Pole Height: 18' I Q I ��, [Top of Pole Foundation p \ �g Refer To Illumination And Interconnect Plan & Detail Sheets For Continuous a Elev: 2608.04 Illumination And Interconnect Im rovements. Luminaire Poles & Fixtures, All Conduit, Signal Mast Arm: 50' z I o o p Top of Pole Foundation J Bollards I Junction Boxes And Cabling To Be Paid For By Separate Bid Items. Elev: 2608.35 U_wl I J IMG 01 05 3 i ; I " I N O I U I I � LJ I 02 �► , I � �� 06 TRAFFIC SIGNAL LEGEND I i i I 21 Signal Head Number �A Project Note Number OSign Face Number 03 07 Aj Conduit Run Number Signal Pole With Luminaire, l Mast Arm And Signal Heads Advanced Radar Detection Signal Head With Backplate + CCTV Camera Signal Controller Cabinet And 0 20' 40' —— Pedestrian Signal Head Service Pedestal 04 _ `—_ — 08 T Mast Arm Mounted Sign m Junction Box (Type S-40T/ADA) Scale: 1" = 20' i ►o Gridsmart Video Detection Camera ® Junction Box (Type S-45T/ADA) ► Emergency Preempt Detector ————— Conduit Group ZONAL EN • S H E E T T I T L E 2"75 Revisions: • S I G NATU RES Traffic Signal Plan JOT OF Design By: Precision Date: 4/2024 Drawn By: Precision Date: 4/2024 GRO ACHD Ada Count Highway District . 3775 Adams Street, Garden City, Idaho, 83714 0 ;�� � y g y www.achdidaho.org Project Number: 321062 . 001 Project Name : Overland Rd And Linder Rd - Linder Rd Overpass Phase 1 Sheet 33 of 37 CONDUIT AND CONDUCTOR SCHEDULE B 2 30 i B � , I Pole c N O T E S 1 / , I 31 Pole B P O 4 32 'P B 1. Refer To ACHD Standard Traffic Details (TS Series) For Construction Details And NO. CONDUIT CONDUCTORS j 5 I U \ I Installation Requirements. 00 �j 2" RPC 3-3/0 Copper Or 3-4/0 Aluminum (200A Services) �/// 20 2Ps ° I 3HO 00 I j/ ,p 2. The Conduit Layout Shown Is Schematic. The Contractor Shall Maintain The ° dHO� HO— 0 Appropriate Clearance Between Adjacent Utilities. 2" RPC 2— 6, 1— 6 Bare (Signal Cabinet Service �� 3 \ \\\ 0 I 0 # # ( 9 ) / 24 \ ,�d 33 , d _ 22 �� / / 3. Ground The Traffic Signal And Illumination System In Accordance With The Current g � / — - - - - - - - - - - — - - — { \ 0 \ y/ / Pole D Edition Of The NEC And The ACHD Traffic Supplemental Provisions. 2" RPC 2-12C, 1-5C, 1—#6 Bare (Vehicle And Ped) Pole A NP 4 00 — — — — — — — — — — ° — — — ° — . Locations Existing rucures nes ucs 2" RPC 2-12C, 1-5C, 1—#6 Bare (Vehicle And Ped) � � a � � ° � 5 4 L ti Of Eti g Stt Ad Utiliti Sh A Pipelines Conduits, / — — — — — — — — — — — — — — — — — Cables, Etc. Shown On The Traffic Signal Plans Are Approximate Only. It Is Not The - - - - - - - - - - - - - — A3 2" RPC 2-12C, 1-5C, 1—#6 Bare (Vehicle And Ped) I O — — — — — — — — — — — — — - B U t O n Intent Of These Plans To Show The Exact Location Of All Underground Utilities And 2 RPC 2-12C, 1-5C, 1—#6 Bare (Vehicle And Ped) — \ \ 6 �� Structures. It Is The Responsibly Of The Contractor To Verify The Locations Of All 2" RPC Spare (Install Locate Wire) \ I 6 21 33 B Existing Utilities With The Respective Owners. Existing Utilities Damaged By The 2" RPC Spare (Install Locate Wire) / ° 21 Si ig Contractor Shall Be Repaired At The Contractors Expense. °° 1 I FO 0 _ FO P !S °°° 34 I 5. Information Shown On This Sheet Is Accurate Only For Traffic Signal Improvements 2" RPC 2-12C, 1—#6 Bare (Vehicle And Ped) °°°° I °°0° ° O n Only. 5 2" RPC 1-5C, 1—#6 Bare (Ped) Iz ° Q I 7 I V I 6. Install 1-4C In The AGPS SPI Unit Located In The Pedestrian Signal Head To The „ i I 23 I Corresponding AGPS Push Button Assembly. 2 RPC 2-12C, 1-5C, 1—#6 Bare (Vehicle And Ped) 7. Install One Locate Wire (No. 12 Copper THWN, Green) In Each Conduit. Where Multiple 6 2" RPC Spare (Install Locate Wire) Locate Wire Exists In The Junction Box, They Shall Be Bonded Together And Insulated. Cabinet/Poles A & B Area Conduit Layout Poles C & D Area Conduit Layout A Single Locate Wire Shall Be Installed To The Service Pedestal. All Locate Wire In 2" RPC 2-12C, 1-5C, 1—#6 Bare (Vehicle And Ped) Not to Scale Not to Scale Cabinets And Junction Boxes Shall Be Labeled As "Locate Wire" And Insulated From 2" RPC A2-12C, 1-5C, 1—#6 Bare (Vehicle And Ped) All Metallic Items And Ground Potential Sources, Incidental To Other Traffic Signal Bid 2" RPC Spare (Install Locate Wire) Pole B/ I I \ C o Pole C\ �A If Indicated On The Plans Or Directed By ACHD, The Contractor Shall Install A / ( ) 2 Three—Wire Electrical Service To Be Used At 120/240 Volts, Single Phase, 60 Hertz 2 RPC 1—COAX 5C Gridsmart Video Detection AC Between The Power Supply And The Service Cabinet. The Contractor Shall Install A 1—CAT5 (POE+) (CCTV) 33 �� Of y 1 / Junction Box A Maximum Of Two (2) Feet From The Power Supply. The Distance From 1—Radar Detection Cable Pole A — d 6 21 h O The Power Source To The Service Cabinet Shall Not Exceed 300' Without Approval 2" RPC 1-3C (Opticom) — — — — — Pole D ( P ) From The ACHD Signal Coordinator. The Contractor Shall Coordinate With Idaho Power 1—Radar Detection Cable P _ _ __ — — _ _ — —_ __ — — — _ _ \ For The Power Connection Location. The District Shall Be Responsible For All Idaho 20 2" RPC 1—Radar Detection Cable I OBut n Power Fees Related To Power Supply And Connection. The Contractor Shall Have Idaho 2" RPC 1—COAX/5C (Gridsmart Video Detection) /irr- FO I Q s s; Power Submit Paperwork To The ACHD Utility Coordinator For The Connection A 1-3C (Opticom) MH °° I 3 Minimum Of Sixty (60) Working Days Prior To Activating The New Power Supply. The 1—Radar Detection Cable ul i U) °" � Contractor Shall Be Responsible For All Electrical Permit Fees. 2" RPC Spare (Install Locate Wire) I 0 � I I Fos Refer To Illumination And Interconnect Plan & Detail Sheets For Continuous 2" RPC Spare (Install Locate Wire) z Sign Illumination And Interconnect Improvements. Luminaire Poles & Fixtures, All Conduit, \ I I Q I— Fos Fos Os Junction Boxes And Cabling To Be Paid For By Separate Bid Items. 2" RPC 1—COAX (Gridsmart Video Detection) I I 34 J 21 1—CAT5 (POE+) (CCTV) I I Er � a 1—Radar Detection Cable 'I / 7 I � w 0 2" RPC I Spare (Install Locate Wire) N 23 - O N 4' 1Iv 22 2" RPC 1—COAX (Gridsmart Video Detection) I I ��. PI STA: 9+85.86 0 1—CAT5 (POE+) (CCTV) 1—Radar Detection Cable I l i I �� V) 2" RPC 1-3C (Opticom) 9 04 I I y 10 ——— —— 1—Radar Detection Cable ——— 23 1—COAX (Gridsmart Video Detection) I I ttiv \ 2" RPC 1—Radar Detection Cable JIM 2" RPC Spare (Install Locate Wire) S L I N D E R R D I l i I W 2" Pvc IT wv 2" PVC yy III 2" RPC 1-3C (Opticom) A 1—Radar Detection Cable i I i sew s" Sewer sew ,� CL I I I I I w 25 2" RPC 1—COAX (Gridsmart Video Detection) I fi II U 2" RPC 1—Radar Detection Cable Curb A 2" RPC Spare (Install Locate Wire) I N c / 27 2" RPC 1—Radar Detection Cable 35 26 6 IMG ��» — et 2 RPC 2—#6 THWN, 1—#6 THWN Ground (Lighting Ckt #1) 2" RPC 2—#6 THWN, 1—#6 THWN Ground (Lighting Ckt #2) Pole H o Pole E 30 2" RPC Spare (Install Locate Wire) cO + 2" RPC Spare Install Locate Wire nV j w Pole G w I I Pole F 31 2" RPC 2—#6 THWN, 1—#6 THWN Ground (Lighting Ckt #1) \ I I I i �roai F— EP— 32 2" RPC 2—#6 THWN, 1—#6 THWN Ground (Lighting Ckt #2) A2 RPC 2—#6 THWN, 1—#6 THWN Ground (Lighting Ckt #2) 23 2 RPC Spare (Install Locate Wire) N o 2" RPC 2—#6 THWN, 1—#6 THWN Ground (Lighting Ckt #1) I I I C i U 0000 0 \ B °° °°° °°°°° 34 2" RPC 2—#6 THWN, 1—#6 THWN Ground (Lighting Ckt #2) ° I i i I I > °°°° 2" RPC Spare (Install Locate Wire) °° 1 / •A G G �/ \ A 2" RPC 2—#6 THWN, 1—#6 THWN Ground (Lighting Ckt #1) Pole H 5 °° - 2" RPC Spare (Install Locate Wire) C / 6 I G — — 3125 / Pole E O \��t / / 000 - - - � - - - - - - - - - - - - 26 6 27 TNI °° - - - - - - - -3— - - - - - - - - - - -� — � - - - - - cc W 1 32 �\ / / 24 00° 35 I I - - - - - - - - - - - - - - - - - - - - \���\O e 0(N I 35 \ 0 °° / °° \ °00 ° CO 4 n 00 I I 0 0 / B + 0 20' 40' V/ I / Scale: 1" = 20' Pole G I 3 P Pole F/ n Poles G & H Area Conduit Layout Poles E & F Area Conduit Layout _ _ �ZpSAL ENc Not to Scale Not to Scale ■ T f • S H E E T T I T L E 2715 Revisions: • S I G NATU RES Traffic Signal Details JOT OF Design By: Precision Date: 4/2024 Drawn By: Precision Date: 4/2024 GRO ACHD Ada Count Highway District . 3775 Adams Street, Garden City, Idaho, 83714 • ;�� � y g y www.achdidaho.org Project Number: 321062 . 001 Project Name : Overland Rd And Linder Rd - Linder Rd Overpass Phase 1 Sheet 34 of 37 N O T E S 1. The Contractor Shall Verify And Check All Dimensions And Details Shown On The Emergency Pre—Empt Detectors, Advanced Radar Detection, Drawings Prior To The Start Of Construction. Any Discrepancies Shall Be Immediately Refer To Note 10 Refer To Note 9 Brought To The Attention Of The Engineer For Clarification. Signal Mast Arm Length = 65' 2. Refer To ACHD Standard Traffic Details (TS Series) For Construction Details And 10.0' I 11.5' 11.0' / 11.0' 2.0' Min. Installation Requirements. 3. Ground The Traffic Signal And Illumination System In Accordance With The Current 1.0' 1.0' Edition Of The NEC And The ACHD Traffic Supplemental Provisions. 4. All Traffic Control Devices Shall Conform To The Latest Edition Of The Manual Of R Q R R Uniform Traffic Control Devices (MUTCD). Y ONLY NL Y Y 5. Information Shown On This Sheet Is Accurate Only For Traffic Signal Improvements. G G ONLY G G �00 600 ONLY W lflat Fd 6. Regulatory Signs Mounted On Traffic Signal Mast Arms Are Incidental To The Traffic Signal Installation And Are Not Paid For Separately. OR3-51- O O R3-51- O O O R3-5R O SNS O 7. Dimensions Shown On The Signal Mast Arms Are Accurate For The Pole Locations 72 30" x 36" 5 73 30" x 36" 5 41 42 30" x 36" 6 66" x 30" 1 R Shown On The Plan Sheets Only. If The Poles Are Located Differently, Most Arm Lengths 51 OY 43 And Signal Head And Sign Locations May Change. (D a J G 8. Contractor To Install Video Detection Cable From Cabinet To The Gridsmart Video E (D Camera Location As Indicated On The Conduit Schedule. Install Gridsmart Video Camera Q � a a In Location As Directed By ACHD. Contractor To Terminate Conductors In The Field And ~ J J Coil 10 Feet Of Cable In Cabinet For Termination By ACHD. ACHD To Furnish And Jo o Determine Location Of Gridsmart Video Camera, Orient The Camera, Establish The cr) 7 Cna ; M Detection Zones And Calibrate The Entire System For Operation. ACHD Forces Must Be O ` ' `�' `L a o Notified At Least 5 Working Days Prior To Installation. 41 P FAN 41 P a) ID a (D 9. Contractor To Install Radar Detection Cable From Cabinet To The Radar Detector U > U > U o Location As Indicated On The Conduit Schedule. Install Radar Detector In Location As °O Directed By ACHD. Contractor To Terminate Conductors In The Field And Coil 10 Feet 0 Of Cable In Cabinet For Termination By ACHD. ACHD To Furnish And Determine Location APS Pushbutton APS Pushbutton APS Pushbutton Of Radar Detector, Orient The Detector, Establish The Detection Zones And Calibrate The Entire System For Operation. ACHD Forces Must Be Notified At Least 5 Working 0 0 o Days Prior To Installation. C6 C6 06 SApproach 10. Contractor Shall Orient Emergency Pre—Empt Detectors For Optimal Visibility. Contractor Approach To Pick Up Pre—Emption Equipment From Meridian Fire Department. Contact Charlie `f' Butterfield (208-888-1234) At Least 10 Working Days Prior To The Anticipated rj r7 rrj Pre—Emption Equipment Installation. 11. Contractor Shall Install CCTV Cable From Cabinet To The CCTV Camera Location On Pole A. Coil 10 Feet Of Cable At The End Of The CCTV Camera Mast Arm For Signal Pole A Luminaire Pole (Davit Arm Style) B Termination By ACHD Forces. ACHD To Furnish, Install And Orient The CCTV Camera. Not to Scale Not to Scale ACHD Forces Must Be Notified At Least 5 Working Days Prior To Installation. The Existing CCTV Camera Must Remain In Operation During Construction. It May Be Disconnected For A Maximum Of 48 Hours On Weekends Only. 6.0' CCTV Mast Arm 12. Install 1-4C In The AGPS SPI Unit Located In The Pedestrian Signal Head To The Corresponding AGPS Push Button Assembly. CCTV Camera, Refer To Note 11 15' Luminaire Most Arm Gridsmart Video Detection Camera, Refer To Note 8 Advanced Radar Detection, Refer To Note 9 Signal Most Arm Length = 50' 2.0' 11.5' / 11.0' 12.0' 2.0' Min. O O �► „L" G G ONLY s Lrcbb Ri 0 0 52 21 22 3 x 36" O 60"S x S30"O 31 Y 30" 23 LO O J G J L C C c � c (D c (D T1 L in p o aD c O L L L 42P °O U U U D U CD U O j CV CD O O APS Pushbutton APS Pushbutton 0 Cd o N 00 Westbound Approach Combination Signal & Luminaire Pole C Pedestrian Signal Pole D Not to Scale Not to Scale ZONAL EN • S H E E T T I T L E 275 Revisions: • S I G NATU RES Traffic Signal Details JOT OF Design By: Precision Date: 4/2024 Drawn By: Precision Date: 4/2024 GRo ACHD Ada County Highway District . 3775 Adams Stwww, Garden achdidaho.iorg Idaho, 83714 , Project Number: 321062 . 001 Project Name : Overland Rd And Linder Rd - Linder Rd Overpass Phase 1 Sheet 35 of 37 i IIIIII 15' Luminaire Most Arm N O T E S 1. The Contractor Shall Verify And Check All Dimensions And Details Shown On The Drawings Prior To The Start Of Construction. Any Discrepancies Shall Be Immediately Brought To The Attention Of The Engineer For Clarification. Gridsmart Video Detection Camera, 2. Refer To ACHD Standard Traffic Details (TS Series) For Construction Details And Refer To Note 8 Installation Requirements. 3. Ground The Traffic Signal And Illumination System In Accordance With The Current Advanced Radar Detection, Edition Of The NEC And The ACHD Traffic Supplemental Provisions. —\— Refer To Note 9 4. All Traffic Control Devices Shall Conform To The Latest Edition Of The Manual Of Signal Most Arm Length = 55' Uniform Traffic Control Devices (MUTCD). 0.5' 11.0' 11.0' 11.0' 11.0' 2.0' Min. 5. Information Shown On This Sheet Is Accurate Only For Traffic Signal Improvements. 6. Regulatory Signs Mounted On Traffic Signal Mast Arms Are Incidental To The Traffic 1.0' 1.0' Signal Installation And Are Not Paid For Separately. 7. Dimensions Shown On The Signal Mast Arms Are Accurate For The Pole Locations ® R Shown On The Plan Sheets Only. If The Poles Are Located Differently, Most Arm Lengths Q Q O Y And Signal Head And Sign Locations May Change. � ONLY 1511 ONLY '600 '�00 G G ONLY W l�JBl FZ1 8. Contractor To Install Video Detection Cable From Cabinet To The Gridsmart Video Camera Location As Indicated On The Conduit Schedule. Install Gridsmart Video Camera In Location As Directed By ACHD. Contractor To Terminate Conductors In The Field And R3-5L R3-5L R3-5R SNS Coil 10 Feet Of Cable In Cabinet For Termination By ACHD. ACHD To Furnish And 32 30" x 36" O 33 30" x 36" O 81 82 30" x 36" O 66" x 30"O R o Determine Location Of Gridsmart Video Camera, Orient The Camera, Establish The 11 Y 83 Detection Zones And Calibrate The Entire System For Operation. ACHD Forces Must Be O �'�S Notified At Least 5 Working Days Prior To Installation. 0 a J 9. Contractor To Install Radar Detection Cable From Cabinet To The Radar Detector J J Location As Indicated On The Conduit Schedule. Install Radar Detector In Location As o o Directed By ACHD. Contractor To Terminate Conductors In The Field And Coil 10 Feet A 81P Of Cable In Cabinet For Termination By ACHD. ACHD To Furnish And Determine Location N N o Of Radar Detector, Orient The Detector, Establish The Detection Zones And Calibrate Coo Coo The Entire System For Operation. ACHD Forces Must Be Notified At Least 5 Working Days Prior To Installation. > U D U O 10. Contractor Shall Orient Emergency Pre—Empt Detectors For Optimal Visibility. Contractor Co 0' o o To Pick Up Pre—Emption Equipment From Meridian Fire Department. Contact Charlie APS Pushbutton Butterfield (208-888-1234) At Least 10 Working Days Prior To The Anticipated APS Pushbutton o Pre—Emption Equipment Installation. 00 0 11. Contractor Shall Install CCTV Cable From Cabinet To The CCTV Camera Location On IFT° Pole A. Coil 10 Feet Of Cable At The End Of The CCTV Camera Mast Arm For Northbound Termination By ACHD Forces. ACHD To Furnish, Install And Orient The CCTV Camera. Approach ACHD Forces Must Be Notified At Least 5 Working Days Prior To Installation. The Existing CCTV Camera Must Remain In Operation During Construction. It May Be Disconnected For A Maximum Of 48 Hours On Weekends Only. 12. Install 1-4C In The AGPS SPI Unit Located In The Pedestrian Signal Head To The Combination Signal & Luminaire Pole E Pedestrian Signal Pole F Corresponding AGPS Push Button Assembly. Not to Scale Not to Scale Emergency Pre—Empt Detectors, Refer To Note 10 Advanced Radar Detection, 15' Luminaire Most Arm FRefer To Note 9 —Signal Mast Arm Length = 50' 11.0' / 12.0' / 13.0' FR- �Y R R OY Y �00 1700 G G s LC1�3" Ri 12 61 62 SNS R 60 30 O 71 09 La v v 0 v Q JCD CD J a Co O raj o0 61 P f 1 61 P U U > U > Q Co O O APS Pushbutton APS Pushbutton APS Pushbutton 0 0 0 06 a o6 e 06 — Eastbound 7 Approach 0 Ln r�i Ki Signal Pole G Luminaire Pole H Not to Scale Not to Scale c�ZO'SAL EN • S H E E T T I T L E 275 Revisions: S I G N A T U R E S Traffic Signal Details JOT OF Design By: Precision Date: 4/2024 Drawn By: Precision Date: 4/2024 GRO ACHD Ada Count Highway District . 3775 Adams Street, Garden City, Idaho, 83714 • ;�� � y g y www.achdidaho.org Project Number: 321062 . 001 Project Name : Overland Rd And Linder Rd - Linder Rd Overpass Phase 1 Sheet 36 of 37 TRAFFIC SIGNAL MATERIALS Pole Pole Type Signal Luminaire Signal Mounting Location Signal Mounting Mast Arm Signs Foundation Mast Arm (Signal Head No.) Brackets See TS-1110 0.0' From End (72) Astro Bracket R3-51- (30"06") 10.0' From End (73) Astro Bracket R3-51- (30%36") Pole A Signal Pole 65' N/A 21.5' From End (41) Astro Bracket R3-5R (30"x36") G Pole Height: 18' 32.5' From End (42) Astro Bracket SNS (66%30") "1500 1600" Pole Mounted (43) — "W Overland Rd" Pole Mounted (51) — Luminaire Pole Pole B (Davit Arm Style) N/A 133 Watt LED Fixture N/A N/A N/A A Pole Height: 30' 2.0' From End (52) Astro Bracket Combination Signal And 13.5' From End (21) Astro Bracket R3-5R (30"x36") Pole C Luminaire Pole 50' 15 Mast Arm 24.5' From End (22) Astro Bracket Pole Height: 40' 133 Watt LED Fixture Pole Mounted (23) _ SNS (60"x30") "1700 1600" F Pole Mounted (31) — "S Linder Rd" Pole D Pedestrian Signal Pole N/A N/A N/A N/A N/A A Pole Height: 12 0.5' From End (32) Astro Bracket R3-51- (30"06") 11.5' From End (33) Astro Bracket Combination Signal And R3-5L (30"x36") 15 Most Arm 22.5 From End (81) Astro Bracket „x36" Pole E Luminaire Pole 55 R3-5R (30 ) F Pole Height: 35' 133 Watt LED Fixture 33.5 From End (82) Astro Bracket SNS (66"00") "1600 1500" Pole Mounted (83) Pole Mounted (11) — "W Overland Rd" Pole F Pedestrian Signal Pole N/A N/A N/A N/A N/A A Pole Height: 12 0.0' From End (12) Astro Bracket Signal Pole 11.0' From End (61) Astro Bracket Pole G Pole Height: 18, 50' N/A 23.0' From End (62) Astro Bracket S Linder Rd SNS (60"x30") "1600 1700' ; F Pole Mounted (63) — Pole Mounted (71) — Pole H Luminaire Pole N/A 15' Most Arm N/A N/A N/A A Pole Height: 30 133 Watt LED Fixture Note: The Backfill For The Pole Foundations Shall Be Controlled Density Fill ZONAL EN • S H E E T T I T L E 275 Revisions: S I G N A T U R E S Traffic Signal Details JOT OF Design By: Precision Date: 4/2024 Drawn By: Precision Date: 4/2024 GRo ACHD Ada County Highway District . 3775 Adams Stre www, achdidaho.Gardeniotrg Idaho, 83714 , Project Number: 321062 . 001 Project Name : Overland Rd And Linder Rd - Linder Rd Overpass Phase 1 Sheet 37 of 37 IF 0° LEG E N D U T I L I T I E S Aa ounwa Isric a) (See Standards For Specifics) . 2 _ 3 Relocate To New Location And/Or Adjust To Grade To a Q C.L. of Construction or Survey ❑ Avoid New Roadway Construction By Lumen Star Eagle � E o Existing Profile or X—Section Line Project Name: Linder Pd Overland Rd To Franklin Rd Boise Relocate To New Location And/Or Adjust To Grade To • , Existing Edge of Pavement or Gravel G❑ Avoid New Roadway Construction By Intermountain Gas Meridian — —12"CMP SD Project Number: 522038 Relocate To New Location And/Or Adjust To Grade To Existing Drain or Irrigation Pipe P❑ N Avoid New Roadway Construction B Idaho Power '� 0 Existing Ditch or Flow y y G I S No: 204919, 204909, 203054, 204929, 204939 OKuna ��o� 00 Relocate To New Location And/Or Adjust To Grade To P/L — — H Avoid New Roadway Construction By City Of Meridian 6 Existing Property or Right of Way Line n 111 U 1111 1 L11LLJ LLLLL� XExisting Fence and Gate x Relocate To New Location And/Or Adjust To Grade To 0 Top Avoid New Roadway Construction Sparklight _T_F Im 'a Relocate To New Location And/Or Adjust To Grade To N I I I I Rtt Existing Slope ° °m FO Avoid New Roadway Construction By ACHD ® 'aC Existing Curb & Gutter ERelocate To New Location And/Or Adjust To Grade To Avoid New Roadway Construction By Syringa (Line 'FOS') J Uf Existing Curb(No Gutter) � E A D A COUNT Y F3 Relocate To New Location And/Or Adjust To Grade To W Franklin Rd PROJECT Avoid New Roadway Construction By Lumen (Line 'FOC') W Franklin Rd Existing Concrete Sidewalk LOCATION Relocate To New Location And/Or Adjust To Grade To Avoid New Roadway Construction By Zayo (Line 'FOZ') P Existing Curb,Gutter,Sidewalk and Approach —r—or—vv—or—u—or—ior—iv—or—bew—or—uec Fg Relocate To New Location And/Or Adjust To Grade To Existing Utility Line With Initial Avoid New Roadway Construction By Sparklight (Line 'FOP') ead Dr Water Valve or Meter 3 Green re Q Utility Coordination Was Requested Through m Gas Valve or Meter ee Achd During Design Of This Project. Utility Q Fire Hydrant I Information Is Shown Only For Surface N Q Q Signal Pole Features And If Provided By The Owner Of 3 L Light Pole The Utility For Non—surface Features. Utility Pole With Anchor Utility Adjustments, Relocations, Or Sign, Stop/Street Sign and Mailbox Replacements May Or May Not Be Completed W Pintail Dr Q Kennedy Lateral N Prior To Construction. The Contractor Shall o OO OO o Existing and New Manholes Coordinate And Accommodate Work With The 21 ❑ Existing and New Catch Basin Utility Companies. Peregrine Rio `n N ElementaryMTM Call Digline School r- O O New Sediment Box 2 Business Days Prior To Excavation 1-1 Ph. # 811 To Request Underground Utility I W Gander Or ® Existing and New Irrigation Box Locates a o W WaltmanLd St ZDeciduous And Evergreen Tree Contact Scott Bennett 3 o ACHD Utility Supervisor o' M 0 1 Deciduous And Evergreen Bushes For Information Call 387-6259 r Ne c0 d C N Existing Building 0 n Verbena Dr -1 w N �� PROJECT DATUM: °—' � 0 o River, Creek, or Canal River, Horizontal Datum for this Project is Based From Ada County Benchmark Information About Ada Q 0 Revision Note County Point No. 100502 and CAF of 1 .0001528315 T o was Applied to Project Points to Ground Values. 00 Construction Note Elevations Shown are NAVD 88 (GEOID18) Based I-84 I-84 Q) 3456 \ Street Address From S NGS Brass Cap M 86. Q o g Property Number or Curve Number Bench Mark and Monument P ROJ ECT LOCATION N w 10 11 1__� N n 15 14 15 14 Section & 1/4 Section Corner 'r' o w a� z J W Overland Rd W Overland Rd o 1-1Design Plan Edge of Pavement Gor Gravel a� o m Design Profile For TC or Pipes 0 ILL � N Z Design Profile Grade Break J 0 o N 00 N Design Profile PC or PT o w vicinity Map MLn Design Ditch or Flow line N.T.S. o Design SD or Irrg. Pipe on Plan View � 0 N New Property or Right of Way Line 0, New Easement Line U -V-V-V-V-V-V-V New Retaining Wall Q J Ii z Limits of Cut Slope Limits of Fill Slope 0 o Section Line New Curb and Gutter g a- 0 20' Hydroseed 0 � 0 Sod Repair CDE) L Fti [if New Curb,Gutter,Sidewalk, and Approach o �o\ST [if ® Asphalt Repair a o J ® Gravel Re/FNpair Certification Of Compliance With Standards 0 Concrete Repair The Design And Plans Have Been Prepared In Substantial Conformance With The 10 G> ,Z; _ New Ped Ram New Valley Gutter p P N P Policy, Design, And Drafting Standards In Effect At The Time Of Preparation. ,L FOF\o i Landscape Rock G R. CARNP .r.ACHD Ada County Highway District3775 Adams Street, Boise, Idaho, 83714 project Number: 522038 Project Name: Linder Rd, Overland Rd To Franklin Rd Sheet 1 of 101 27 www.achdidaho.org INDEX OF SHEETS INDEX OF SHEETS PLANS NOT IN THIS SET - FOR INFORMATION ONLY SHEET NO. DESCRIPTION CONSTRUCTION STAGING SHEET NO. DESCRIPTION SHEET NO. DESCRIPTION GENERAL 57 CONSTRUCTION STAGING OVERVIEW NO. 1 1-84 PLANS & TRAFFIC CONTROL LINDER ROAD OVERPASS - BRIDGE PLANS 1 TITLE SHEET 58 CONSTRUCTION STAGING OVERVIEW NO. 2 GENERAL 1 SITUATION AND LAYOUT 2 INDEX OF SHEETS 59 STAGE 1 CONSTRUCTION NO. 1 1 TITLE SHEET 2 SHEET INDEX, QUANTITIES, & VICINITY MAP 3 OWNERSHIP TABLE NO. 1 60 STAGE 1 CONSTRUCTION NO. 2 2 TYPICAL SECTION 3 DESIGN AND GENERAL NOTES (1 OF 2) 4 OWNERSHIP TABLE NO. 2 61 STAGE 2 CONSTRUCTION NO. 1 3 ROADWAY SUMMARY 4 DESIGN AND GENERAL NOTES (2 OF 2) 5 OWNERSHIP MAP NO. 1 62 STAGE 2 CONSTRUCTION NO. 2 4 CULVERT SUMMARY 5 FOUNDATION INVESTIGATION (1 OF 2) 6 OWNERSHIP MAP NO. 2 63 STAGE 3 CONSTRUCTION 5 PLAN SHEET NO. 1 6 FOUNDATION INVESTIGATION (2 OF 2) 7 CONTROL MAP NO. 1 64 STAGE 4 CONSTRUCTION 6 PLAN SHEET NO. 2 7 FOOTING LAYOUT AND PILE NOTES 8 CONTROL MAP NO. 2 65 CONSTRUCTION STAGING -TEN-MILE CULVERT P1 7 1-84 IRRIGATION PROFILES 8 ABUTMENT DETAILS (1 OF 3) ROADWAY 66 CONSTRUCTION STAGING - TEN-MILE CULVERT P2 8 CIP BARRIER DETAILS 9 ABUTMENT DETAILS (2 OF 3) 9 TYPICAL SECTION 1 67 CONSTRUCTION STAGING - TEN-MILE CULVERT S&L 9 CONCRETE JOINT DETAILS 10 ABUTMENT DETAILS (3 OF 3) 10 TYPICAL SECTION 2 68 CONSTRUCTION STAGING - KENNEDY LATERAL P1 LANE SHIFT 11 WING WALL DETAILS 11 TYPICAL SECTION 3 69 CONSTRUCTION STAGING - KENNEDY LATERAL P2 10 TEN MILE DETAIL 12 MSE WALL DETAILS (1 OF 4) 12 PLAN - STA. 14+80 - 18+00 70 CONSTRUCTION STAGING - KENNEDY LATERAL S&L 11 TEMPORARY TRAFFIC CONTROL (SHIFT) 13 MSE WALL DETAILS (2 OF 4) 13 PROFILE - STA. 14+80 - 18+00 STORMWATER POLLUTION PREVENTION PLAN 12 TEMPORARY TRAFFIC CONTROL (SHIFT) 14 MSE WALL DETAILS (3 OF 4) 14 PLAN - STA. 18+00 - 23+00 71 SWPPP PLAN - STA. 13+00 - 18+00 13 TEMPORARY TRAFFIC CONTROL (SHIFT) 15 MSE WALL DETAILS (4 OF 4) 15 PROFILE - STA. 18+00 - 23+00 72 SWPPP PLAN - STA. 18+00 - 23+00 14 TEMPORARY TRAFFIC CONTROL (SHIFT) 16 PIER DETAILS (1 OF 5) 16 PLAN - STA. 23+00 - 28+00 73 SWPPP PLAN - STA. 23+00 - 28+00 15 TEMPORARY TRAFFIC CONTROL (SHIFT) 17 PIER DETAILS (2 OF 5) 17 PROFILE - STA. 23+00 - 28+00 74 SWPPP PLAN - STA. 28+00 - 37+00 16 TEMPORARY TRAFFIC CONTROL (SHIFT) 18 PIER DETAILS (3 OF 5) 18 PLAN - STA. 28+00 - 33+00 75 SWPPP PLAN - STA. 37+00 - 46+00 17 TEMPORARY TRAFFIC CONTROL (SHIFT) 19 PIER DETAILS (4 OF 5) 19 PROFILE - STA. 28+00 - 33+00 76 SWPPP PLAN - STA. 46+00 - 56+00 DETOUR PLAN 20 PIER DETAILS (5 OF 5) 20 PLAN - STA. 33+00 - 37+00 77 SWPPP PLAN - STA. 56+00 - 65+00 Q N 18 TEMPORARY TRAFFIC CONTROL (DETOUR) 21 GIRDER FRAMING PLAN 21 PROFILE - STA. 33+00 - 37+00 SIGNING & PAVEMENT MARKING PLANS 19 TEMPORARY TRAFFIC CONTROL (DETOUR) 22 WF42G PRESTRESSED GIRDER 22 PLAN - STA. 37+00 - 42+00 78 SIGNING & PAVEMENT MARKING PLANS - STA. 8+00 - 16+00 0 20 TEMPORARY TRAFFIC CONTROL (DETOUR) 23 PRESTRESSED GIRDER GENERAL DETAILS 23 PROFILE - STA. 37+00 - 42+00 79 SIGNING & PAVEMENT MARKING PLANS - STA. 16+00 - 26+00 21 TEMPORARY TRAFFIC CONTROL (DETOUR) 24 PRESTRESSED WF GIRDER DETAILS 24 PLAN - STA. 42+00 - 46+00 80 SIGNING & PAVEMENT MARKING PLANS - STA. 26+00 - 35+00 22 TEMPORARY TRAFFIC CONTROL (DETOUR) 25 DECK TYPICAL SECTION AND DETAILS 25 PROFILE - STA. 42+00 - 46+00 81 SIGNING & PAVEMENT MARKING PLANS - STA. 35+00 - 45+00 0 Z 23 TEMPORARY TRAFFIC CONTROL (DETOUR) 26 DECK REINFORCING PLAN 26 PLAN - STA. 46+00 - 51+00 82 SIGNING & PAVEMENT MARKING PLANS - STA. 45+00 - 55+00 24 TEMPORARY TRAFFIC CONTROL (DETOUR) 27 FUTURE UTILITY DETAILS 27 PROFILE - STA. 46+00 - 51+00 83 SIGNING & PAVEMENT MARKING PLANS - STA. 55+00 - 65+00 25 TEMPORARY TRAFFIC CONTROL (DETOUR) 28 APPROACH SLAB DETAILS (1 OF 3) 28 PLAN - STA. 51+00 - 56+00 84 SIGNING & PAVEMENT MARKING PLANS - STA. 202+00 - 208+00 12 DETOUR OVERVIEW 29 APPROACH SLAB DETAILS (2 OF 3) 29 PROFILE - STA. 51+00 - 56+00 ILLUMINATION PLANS a 26 TEMPORARY TRAFFIC CONTROL (OVERVIEW) 30 APPROACH SLAB DETAILS (3 OF 3) 30 PLAN - STA. 56+00 - 60+00 85 ILLUMINATION & SIGNAL PLANS - STA. 14+80 - 18+00 N 27 TEMPORARY TRAFFIC CONTROL (OVERVIEW) 31 COMBINATION RAILING (1 OF 2) 31 PROFILE - STA. 56+00 - 60+00 86 ILLUMINATION & SIGNAL PLANS - STA. 18+00 - 28+00 28 TEMPORARY TRAFFIC CONTROL (OVERVIEW) 32 COMBINATION RAILING (2 OF 2) 32 PLAN - STA. 60+00 - 65+00 87 ILLUMINATION & SIGNAL PLANS - STA. 28+00 - 37+00 0 N 33 PEDESTRIAN RAILING/FENCE (1 OF 3) 33 PROFILE - STA. 60+00 - 65+00 88 ILLUMINATION & SIGNAL PLANS - STA. 37+00 - 46+00 N 34 PEDESTRIAN RAILING/FENCE (2 OF 3) 34 VERBENA DR PLAN & PROFILE 89 ILLUMINATION & SIGNAL PLANS - STA. 46+00 - 56+00 g 35 PEDESTRIAN RAILING/FENCE (3 OF 3) 35 DRIVEWAY - PUMP ACCESS PLAN & PROFILE 90 ILLUMINATION & SIGNAL PLANS - STA. 56+00 - 65+00 36 PEDESTRIAN RAILING LIGHT POLE SUPPORT 36 DRIVEWAY - PUMP ACCESS PLAN & PROFILE SIGNAL PLANS 0 37 BRIDGE NAME SIGNAGE 37 ACCESS ROAD - RESIDENTIAL PLAN & PROFILE 91 TRAFFIC SIGNAL PLAN (LINDER & FRANKLIN) w 38 DATE PANEL 38 PATHWAY TRANSITION DETAILS 92 TRAFFIC SIGNAL DETAILS (LINDER & FRANKLIN) w 39 METAL REINFORCEMENT (1 OF 2) 39 GRAVITY WALL & LANDSCAPE DETAILS 93 TRAFFIC SIGNAL DETAILS (LINDER & FRANKLIN) X Z 40 METAL REINFORCEMENT (2 OF 2) 40 CAMERA POLE DETAILS 94 TRAFFIC SIGNAL DETAILS (LINDER & FRANKLIN) UJ w RETAINING WALLS & CULVERTS 95 TRAFFIC SIGNAL DETAILS (LINDER & FRANKLIN) N 41 RETAINING WALL PLAN & ELEVATION- LINDER ROAD LEFT 96 PEDESTRIAN HYBRID BEACON (WALTMAN) m 42 RETAINING WALL PLAN & ELEVATION- LINDER ROAD RIGHT 97 PEDESTRIAN HYBRID BEACON (WALTMAN) g 43 RETAINING WALL DETAILS 98 PEDESTRIAN HYBRID BEACON (GREENHEAD) �i 44 COMBINATION PEDESTRIAN RAILING 99 PEDESTRIAN HYBRID BEACON (GREENHEAD) 0 Z 45 BICYCLE RAILING TYPE 2 100 SCHOOL ZONE FLASHER SIGNAL PLAN & DETAILS 0 46 BICYCLE RAILING TYPE 3 101 SCHOOL ZONE FLASHER SIGNAL PLAN & DETAILS i 47 BICYCLE RAILING & WALL DETAILS 0 �i 48 KENNEDY LATERAL CULVERT SITUATION LAYOUT 49 KENNEDY LATERAL CULVERT DESIGN AND GENERAL NOTES w 0 �i 50 KENNEDY LATERAL CULVERT DETAILS 51 KENNEDY LATERAL CULVERT WING WALL DETAILS Z Y 52 KENNEDY LATERAL CULVERT CONCRETE CLOSURE POUR DETAILS Z it 53 TENMILE CREEK CULVERT SITUATION AND LAYOUT 54 TENMILE CREEK GENERAL NOTES ■ 55 TENMILE CREEK CULVERT DETAILS KELLE 0 g 56 TENMILE CREEK CULVERT WINGWALL DETAILS w 0 9S\O NA F� O t' �,\S`T� C w a �c �z • D E T A I L T I T L E • J Revisions: OO GJ� �0 2 o • S I G N A T U R E S • N INDEX OF SHEETS R��ARNP�� i Design By: J. Thornton Date: 1/2024 Drawn By: A. Corley Date: 1/2024 .gip AcHD Ada County Highway District3775 Adams Street, Boise, Idaho, 83714 Project Number: 522038 Project Name: Linder Rd, Overland Rd To Franklin Rd Sheet 2 of 101 27 1111— www.achdidaho.org Parcel ID Parcel Assessor Assessed Ownership Prescriptive ROW Right Of Way Required Easements (SF) Remaining Construction Record Owner Address Perm, No. ID Number Size (SF) (SF) (SF) Temp. Ownership Size (SF) Sheet Number S.U,,DpB..SW) 1 R0525200020 Idaho Auto Mall LLC 1800 W Seabrook St Meridian, I D 83642-0000 533784 2871 8284 (D) 5113 530913 15117 2 R7192800710 H K&M LLC 1195 S Li nde r Rd Me ri d i a n, I D 83642-0000 48918 2209 3979 (SW) 1082 46709 19 3 R7192800700 ACH D 1155 S Under Rd Me ri d i an, ID 83642-0000 41730 1886 11556 (SW) 39844 19 4 R7192800676 Peggy Towns Farn!IV Trust 1655 WVerbena Dr Meridian, ID 83642-0000 41643 3752 6357 (SW) 508 37891 19 5 R7192800240 ACH D 995 S Linder Rd Me ri d i a n, ID 83642-0000 40946 40863 84 21 6 R7192800010 Paola A Silva 865 S Linder Rd Meridian, I D 83642-0000 40946 40864 83 21, 23 7 R7594510010 DNKN Trust 08/10/2018 798 S Malachite Aire Mlleridian, ID 83542-0000 5532 5532 23 8 R7594510020 Le e Fa m i I y Trust 04/25/2007 784 S Ma I ach ite Aire Mlle ri di an, I D 83542-0000 5619 5619 25 9 R7594510030 Bradley K Simpson 770 S Malachite Aire Mlleridian, ID 83542-0000 5619 5619 2S 10 R7594510040 Roundtree Place HomeownersAssociatian 7555 Linder Rd Meridian, ID83642-0000 8059 175 8059 23, 25 11 R7594510050 Roundtree Place Homeowners Association W Gander St Mlleridian, ID 83642-0000 3877 2763 25 12 R7594510060 Muhi din Aden 1612 W Gander St Me ri dian, I D 83642-0000 6534 6534 25 13 R8618270160 Tapestry Subdiv[sion Homeowners Association Inc S Li nder Rd Mlleridian, I D 83642-0000 2178 1114 256 (S) 1064 25 14 R8618270170 Dwight CJensen 1629 W Bayeux Dr Meridian, ID 83642-0000 13547 56 364 (S) 13491 25 15 R8618270010 Tapestry Subdiv lion Homeowners Association Inc S Li nder Rd Meridian, I D 83642-0000 1786 609 301 (S) 105 1177 25, 27 16 R8618270020 Tapestry Subdiv lion Homeowners Association Inc W Bayeux Dr Meridian, ID 83642-CO00 5837 84 (S) 5837 25,27 17 R8956001797 Kenneth Grapatin & Julia Family Trust 01/14/2022 1650 WJoshua Ln Meridian, ID 83642-0000 52141 308 (S) 628 52141 27 18 R8956001690 Tobias Woitke 515 S Linder Rd Me ri d i a n, ID 83642-0000 77101 3661 944 (S) 430 73440 27 19 R8956001620 Liz Hansen 48S S Linder Rd Me ri d i a n, ID 83642-0000 65340 2297 1228 63043 27, 29 20 R8956001072 Carries Place LLC 465 S Linder Rd Meridian, ID 83642-0000 84506 2836 1319 (S) 696 81671 29 21 R9375790020 Whitestone Estates HOA Inc S Linder Rd Mlleridian, ID 83642-0000 10977 803 1060 U,S) 359 10174 29, 31 Cq 22 R9375790070 Michael J Hislop 428 S Malachite Aire Mlleridian, ID 83642-0000 14767 14767 29 N 23 R9375790060 Tam J Hislop 422 S Malachite Aire Mlleridian, ID 83642-0000 11151 11151 29 O 24 R9375790050 Randall V Berthoud 396 S Ma I ach ite Ave Mlleridian, ID83642-0000 14375 14375 29 N 25 R9375790040 Li a ne M Hi h ath 374 S Ma I ach ite Aire Mlle ri di an, I D 83542-0000 8886 5886 31 0 Z 26 R9375790030 Larry E Po me re n ke 342 S Ma I ach ite Aire Mlle ri di an, I D 83542-0000 8756 8756 31 Of 27 R9375790010 Kenneth J Olguin 310 S Malachite Aire Mlleridian, ID 83542-0000 8756 8756 31 Q co 28 R9375760230 Jennifer O'Neill 276 S Malachite Aire Mlleridian, ID 83642-0000 9235 9235 31 29 R9375760220 Whitestone HOA S Linder Rd Mlleridian, ID 83642-0000 1655 358 527 1297 31 30 R9375760010 Whitestone HOA S Linder Rd MlleridiaIn, ID 83642-0000 4443 838 895 3605 31, 33 00 31 R9375760020 Rabin LSmith 250 S Malachite Aire Mlleridian, ID 83542-0000 9322 9322 31 32 R9375760030 Virginia L Gould 238 S Malachite Aire Mlleridian, ID 83542-0000 14898 14898 33 W 33 R8956000351 USA (Bu re a u Of Re cl a mati o n) 245 S Linder Rd Meridian, I D 83642-0000 30492 750 957 29742 33 g 34 R8956000224 Open Door Rentals LLC S Li n de r Rd Mlle ri d i a n, I D 83642-0000 38638 806 1021 (B) 853 37832 33 35 R8956000222 Open Door Rentals LLC. S Linder Rd Mlleridian, ID 83642-0000 41513 628 636 (S) 439 40885 33 w 36 R8956000210 Open Door Rentals LLC. 115 S Linder Rd Meridian, ID 83642-0000 120661 1376 559 (S) 140 119285 33 37 R8956000020 Jac sons Food Stores Inc 1625 W Franklin Rd Meridian, ID 83642-0000 65993 3330 252 (S) 2833 62663 35 W 38 S1213223015 New Pacific Corporation 1535 W Franklin Rd Meridian, ID 83542-0000 49353 454 1426 48900 35 Z 39 R1609640150 Crestwood Estates HOA Inc N Linder Rd Meridian, ID 83642-0000 24219 526 983 (B) 1104 23693 33 N 40 R5135350160 Landing Owners Assoc Inc 2405 Linder Rd Meridian, ID83642-0000 47045 573 554 46372 33 Fn 41 R5135350010 Landing Owners Assoc Inc S Linder Rd MlleridiaIn, ID 83642-0000 13068 2206 622 10862 31, 33 Z 42 r5135350020 Stephen LGraig 1580WOverland Rd Meridian, ID83642-0000 593941 1947 678 591994 31 g o' 43 R5135350170 Jeremy S Colegrove 1571 W Greenhead Dr Me ridian, ID 83642-0000 12197 2162 508 (D) 174 10034 31 / w 44 R5135360010 Diane Whee I er 441 S Spoonbi II Ave Meridian, I D 83642-0000 11761 1512 645 (D) 10149 31 45 R5135360020 Claud[na Engle 455 S Spoonbi II Ave Meridian, I D 83642-0000 10019 1295 518 (D) 8724 31 46 R5135360030 June Harr 461 S 5poonbi II Aire Meridian, I D 83642-0000 10019 1330 532 (D) 8689 29, 31 U Z Example w U S=Slope u=uti I ity Right Of Way Requirements Z D=Drainage J Z B=Bridge Q SW=Sidewalk U KELLER • Z g w 0 55\o NA` F� of o�' �G\S T c w 4 � z_ D E T A I L T I T L E • J Revisions: 10 2 o • S I G N A T U R E S • N OWNERSHIP TABLE NO. 1 RFCOF AR�\P�Q- / Design By: J. Thornton Date: 1/2024 Drawn By: A. Corley Date: 1/2024 G ' �AcHD Ada County Highway District3775 Adams Street, Boise, Idaho, 83714 Project Number: 522038 Project Name: Linder Rd, Overland Rd To Franklin Rd Sheet 3 of 101 .1' www.achdidaho.org Parcel ID Parcel Assessor Assessed Ownership Prescriptive ROW Right Of Way Required Easements (SF) Remaining Construction Record Owner Address Perm. No. ID No. Size (SF) (SF) (SF) Temp. Ownership Size (SF) Sheet Number (S,U,D,B,SW) 47 R5135360040 Mario Riccardi Jr. 479 S Spoonbill Ave Meridian, ID 83642-0000 10454 1365 546 (D) 9089 29 48 R5135360050 Molly Fernlund 501 S Spoonbill Ave Meridian, ID 83642-0000 10019 1330 532 (D) 8688 29 49 R5135360060 TylerJ Purchase 519 S Spoonbill Ave Meridian, ID 83642-0000 9583 1260 504 (D) 8323 29 50 R5135360070 Reginald A Kendra 547 S Spoonbill Ave Meridian, ID 83642-0000 9583 1295 518 (D) 8288 29 51 R5135360080 Capri Lee Ann Younger 563 S Spoonbill Ave Meridian, ID 83642-0000 10890 1717 542 (D) 85 9173 29 52 R5135360310 Riley Johnson 1577 W Pintail Dr Meridian, ID 83642-0000 11326 2084 352 9242 27129 53 R5135360330 Mushreq AbdulsattarAl Zubaidi 548S Linder Rd Meridian, ID 83642-0000 14375 1482 1133 12893 27 54 R5135460440 Diana Ke n i g 1522 Joshua St Meridian, ID 83642-0000 5097 5097 27 55 R5135460460 Landing HOA Inc W Joshua St Meridian, ID 83642-0000 14244 359 (U) 283 14244 27 56 R5135470020 Stetson Homes Inc S Linder Rd Meridian, ID 83642-0000 12110 1324 (S) 12110 25, 27 57 S1213233966 Stetson Homes Inc 660S Linder Rd Meridian, ID 83642-0000 90343 90343 25127 58 R5135410200 Joni L Bryce 726 S Linder Rd Meridian, ID 83642-0000 11718 230 1860 11488 25 59 R5135410210 Kristy Bobish Thompson 1546 W Gander Dr Meridian, ID 83642-0000 10106 315 518 9790 25 60 R5135410340 Sherri Hasting 1547 W Gander Dr Meridian, ID 83642-0000 9017 366 451 8651 23, 25 61 R5464350010 Blue Horizon HOA Inc S Linder Rd Meridian, ID 83642-0000 38028 73 99 (S,SW) 113 37955 21123 62 R5464350090 Terence R Johnson 823 S Spoonbill Ave Meridian, ID 83642-0000 7013 7013 23 63 R5464350080 Devin X Breining 855 S Spoonbill Ave Meridian, ID 83642-0000 6011 6011 23 64 R5464350070 AshleyJanellen Pentzer 867SSpoonbill Ave Meridian, ID83642-0000 6011 6011 23 65 R5464350060 Brittany Howard 881 S Spoonbill Ave Meridian, ID 83642-0000 6011 6011 21123 66 R5464350050 Caleb Cook 937 S Spoonbill Ave Meridian, ID 83642-0000 6142 6142 21 67 R5464350040 Thomas M Weber & Susan A Living Trust 955 S Spoonbill Ave Meridian, ID 83642-0000 7971 7971 21 Cq 68 R5464350030 Gina D Froman 1565 W Rainbow Trout St Meridian, ID 83642-0000 8407 8407 21 N 69 R5464350390 Blue Horizon HOA Inc S Linder Rd Meridian, ID 83642-0000 66821 2898 (SW,S) 66821 19, 21 O 70 R5464350400 Cheryl J Crowley 1005 S Spoonbill Ave Meridian, ID 83642-0000 5009 5009 19 N 71 R5464350410 Fernando Jacuinde 1019 S Spoonbill Ave Meridian, ID 83642-0000 5009 5009 19 z 72 R5464350420 Derek Giles 1033 S Spoonbill Ave Meridian, ID 83642-0000 5009 5009 19 73 R5464350430 Gerosin Family Trust 05/03/2021 1047 S Spoonbill Ave Meridian, ID 83642-0000 5009 5009 19, 21 co 74 R5464350440 Lynn C Olson Revocable Trust 1061 S Spoonbill Ave Meridian, ID 83642-0000 5140 5140 19 75 R5464350450 Christina Najmabadi 1075 S Spoonbill Ave Meridian, ID 83642-0000 5227 5227 19 76 R5464350460 Kimball G&L Family Estate Trust 1089 S Spoonbill Ave Meridian, ID 83642-0000 5227 5227 19 00 77 R5464350470 Camy LLC 1103 S Spoonbill Ave Meridian, ID 83642-0000 5140 5140 19 w 78 R5464350480 Benny R Poole 1117 S Spoonbill Ave Meridian, ID 83642-0000 5009 5009 19 N 79 R5464350490 Andrew C Linn 1131 S Spoonbill Ave Meridian, ID 83642-0000 6403 6403 19 g 80 R5464350500 Mark A Riggs 1589 W Silver Salmon Dr, ID 83642-0000 7362 7362 19 81 S1213336185 Debgar LLC 1580 W Greenhead Dr Meridian, ID 83642-0000 12632 2028 (S) 12632 13, 15, 17, 37 CD 82 S 1224223501 Aspen G rove Holdings LLC 1575 W Overland Rd Meridian, I D 83642-0000 94569 1342 1770 (S) 93227 11, 13, 37 co 83 S1224223551 S3 Investments LP 1750S Linder Rd Meridian, ID 83642-0000 188615 188615 11 84 R2737350120 Fall Creek HOA INC S Spoonbill Ave Meridian, ID 83642-0000 45128 45128 11 Z 85 R2737350220 Miguel M Lopez 1554 W Elias Dr Meridian, ID 83642-0000 22477 22477 11 N 86 S 1223110500 Louie D Shearer 1807 S Linder Rd Meridian, ID 83642-0000 43560 43560 11 87 R8048710052 Idaho Pacific Lumber Company Inc 1770 S Spanish Sun Way Meridian, ID 83642-0000 52795 52795 11 Z 88 R8048710046 So uth ri dge Farm LLC S Linder Rd Meridian, ID 83642-0000 35981 35981 11 g n 89 R8048710025 Southridge Farm LLC 1716S Spanish Sun Way Meridian, ID 83642-0000 75185 1171 357 74014 11, 13, 37 90 R0525200040 Idaho Auto Mall LLC 1566 S Spanish Sun Way Meridian, ID 83642-0000 51183 3762 1428 (S) 1556 47421 13, 15, 37 w 0I Example Right Of Way Requirements 0 S=Slope U z U =utility `U w D=Drainage 0 U' B=Bridge SW=Sidewalk z J Y Z Q L� O KELLER Z g w 0 C3 O t' �G\S`T� C w a �c D E T A I L T I T L E • J Revisions: 0 GJ� �0 2 o • S I G N A T U R E S • p N OWNERSHIP TABLE NO. 2 R��ARNV.- i Design By: J. Thornton Date: 1/2024 Drawn By: A. Corley Date: 1/2024 (/ .��AC1�1D Ada county Highway District 3775 Adams Street, Boise, Idaho, 83714 Project Number: 522038 Project Name: Linder Rd, Overland Rd To Franklin Rd Sheet 4 of 101 .�' www.achdidaho.org ^, —71 \ \ Parcel \ Parcel \ 1690 \ o� Parcel 1690 1770 87 Idaho Auto Mall LLC Id ho Auto Mall LLC Idaho Pacific Lumber Company Inc I S1 21 44491 07 S1 21 4449 1 07 R8048710052 00 \ 00 Parcel 88 Parcel 89 z J D O 1716 a �a a Southridge Farm LLC Southridge Farm LLC I f R8048710045 R8048710025 I a N o N � C4 � x x - x- x x — P/L, AJ 77 00 P/L P/ P L 00 O + 0_ 00 5 Q 26 6+00 7+00 8+,00 N00°41 '26"E 9+00 10+00 1 1 +00 N00°32'54"E 12+00 13+00 14+00 w 15+00 N00°32'54"E 1 6+00 17+00 — 18 19+00 coo J � � J E 84 U Fall Creek HOA Inc R2 3 PL — / — — — — — — — - - — — — 1/d — 1/d O 1/d — — EP EP EP EP EP — 1/d EP _ X� 1/d 00 x EP EP o EP EP E 0 r 00 Parcel x 1575 82 Aspen Grove Holdings LLC N Parcel Parcel S1224223501 \ j� I 1580 015801 81 1750 83 \ \ Stephen L Craig Stephen L Craig 3 Investments L \ \ I R5135350020 R5135350020 S1224223551 00 � z a 0 N \ I o " I \ I �X X I I \ x � \ X P Pweible e.1." \ X x I ine°e Hem rr7 I \ fTl \ 0 \ X— X x Po`slble�}��sting D�^9e FF le \ � p � X 1 x W I �\�U �/ �/ \ I x I x Twit° I \ I x 11 T°nko X X x \ I \ I x I i I x x x Parcel 00 \ x Parcel 4 r r x x Ln 1690 — o Idaho Auto Mall LLC x 1655 X— X— X— x Y x � X mod— X Y Y l� l �( X X X :V CA �`I Lar owns x x �=x x x x S 1 21 44491 07 m X R719 800676 mo m Peeaib.c ieD. x 't � Parcel \ Parcel \ N Py P°Wble Fxlktln9 Ominage FlaMI o Powible EiNin9 1 195 1 155 \ x —Parcel\ — N D.amo°e Flele H &M LLC AdaCounty x ,o Parcel 5 00 x x R71 00710 Highway Di tric I I °� 995 SePD° 865 C x x R7192800 00 x x x x I OI _ ank Ashley Spiegelma X x 1 o — �P Ada County � R7192800010 o ighway is ric � I \ \ \HR7192800240t x w / x \ N EGP — gyp x m \ fTl x N < x V V V V V V V V V V V V V V V V V V V V V V V VLn 00 x x P Lx x _ P/L - - ` L - - P L - - x xP L x —x — P L - - P + � I II II x x R® 20+00 21 22 00 0d3 + d3 3+ d3 d3 27+00 d3 28+00 E29+00 EP 30+0T EP 1 O EP 3 EP EP EP EP EP m ��40 32 54 E _ 111XF-- 00°32 5 _ N00°32 � L _ �, 0°32' m ri N a- I xl EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP J II I x b J W 0 �A z � n n —A—A— n n n n n n n n n n n n n n n n n n n n n n n o — — — — — — — — — ° N 0 03 03 03 03 03 / _ 1 d a0 69 0 m _ —1, d 03 Z < x — —,/d _ _ -J/d I RHorizon��l Inc Pao ``3390 I 61 gI — _ x x x HOAx Y mil o_ 1/d J — �/d x Blue Horizon 010 Inc x� x I — _ _ ��/d \P rcel 74 R5464350010 0 1/d — Parcel lb 1061 O �§ x x � EP m L R Y e Trusty r `\ arcel 67 64 x 76 Lynn C Olson \771 7� in v Y \\ \\\\\ 955 O Parcel Parcel O m &L Fa i \\\\\\�� w I r R546350440 \ 66 s le Jan Ilen Parcel 63 o \\ state Trust Parcel 71 x Thomas M Web r 937 Parcel 65 y 855 �'' Parcel Parcel 546435046 Parcel 1019 Susan A Living ru Caleb Cook 881 Pentzer Devin X Breinin Parcel x &15�9 Parcel Parcel 73 \ -� R54643500 Y R5464350080 0 69 80 1117 78 1103 77 \ Parcel 1047 e Hndo Jacui \ R5464350040 R5464350050 Britton Howar 81 I1131 0 1075 75 \ 0 R546435041 0 1580 Blue Horizon HOA Inc Cam LLC erosin FamilyI R5464350060 caul Stephen L Craig ark A Riggs B tt J Slevin ny R Pool y hristina Nam i Parcel 72 Parcel ` R5135350020 I R5464350390 R5464350500 R 64350490 5 64350480 \6435047 I I R5464 1 0 \\ 03/20 1033 70 \ R5464 50430 ek Gile 05 I \ 62 wx \ x R54 43504 0 heryl l \ 23 o m I I R5464 5040 1565 68 Tere ce R Joh so j x 1 , d R546 350030n — ° R 4 1 d � d In x� — \ Y I 4�,� — z a 0 KELLER o- 0 z g w 0 -)5\0NA` F� o �G\S T c w 4 � z_ D E T A I L T I T L E • J Revisions: O� GJ� 10 2 o • S I G N A T U R E S • N OWNERSHIP MAP NO. 1 \AR\�P�Q' i Design By: J. Thornton Date: 1/2024 Drawn By: A. Corley Date: 1/2024 G �1'�AcHD Ada County Highway District• www.achdidaho.org 3775 Adams Street, Boise, Idaho, 83714 project Number: 522038 Project Name: Linder Rd, Overland Rd To Franklin Rd Sheet 5 of 101 . =— -1/d a I II 1I" x I x 00 ` \ I x ' P� Ix P/L — P rcel g F] v \ I I 23 70 I el r s r '- x 42 \\\ IFfXD u K759451003 xx Parcel 19 Parcel 20 I TomxC arcel 17 I 485 x465 xrcel 22 R9375190060Parcel a � 1650 arcelParcel r� \\\ pite National Power A LLC � Carries ace LC Lee Family r t� o o rcel 13 16 K nneth Grapatin & Julia x �\ 515 00 6 42 \ �' ° — a estrSubdivision F mil Trust 01 14 2022 \ o Tobias Wox R8 Michael 04/25/20 \ rn to P y 15 y1-956001797/ �\ I R8956001 x R9375790070 x DNKN Trust R7 2 a)Q xTa estr Subdivision Association Inc x ssociation Inc R8618270020 Parcel o 1 I I R7594510010 �\ E c� Parcel 12 R8618270160 Parcel 14 \ a_ 3 r 1612 1629 Tap t Sub vision a I \ �o a0 \ Aden Muhidin x \ Dwight e s n ^� x R7594510060 Ass ciation Inc / E R86182701 RB618270 10 O = x _ _ \ Parce I � L Lx x x 775 Parcel 21 `' I �,oundtr 10 x a O - - — — - - RW— - - — - - �0 O qffhLO + R7594510040 — — d n + + Ln _ r7 O r7 X — X x x ¢ o ¢ ® P L x — X x ® o X EP EP EP EP EP CIO 0 EP 36+0 " 7+00 38+00 39+0 " FO+00 EP 41 +00 y 42+00 EP E43+00 a 44+O�P „EP 45+00 EP 46E+00 EP 47+00 EP 'EP a EP 49+(�� EP 50+00 EP4-1 N 0°33 17 r, �100°33 17 E N00°33 17 E N00°33 1�' �z _ Cn a� — _ v a� J EP EP J U U d R W. — -� P/L — — P/L — — P/L r� se /L — — I R �� —V— fiT W�i— }i— V—�i- R W Stetson Homes Inc $ x x x x x x 71 x R5135470020 C x— —x � ��� — L x 1 a \ x ^� Parcel O " Parcel 60 Parcel 59 Parcel x 1522 54 ❑ Parcel 52 1547 r 1546 726 58 herri Hastin Diana Kenig Parcel 53 1577 Parcel 51 x \ R5135410340 Kristy Bobish T ompson Joni L Bryce ` R5135460440 548 Riley o nson \ \ X 563 R5135410 10 R5135410200 h XA attar Al Zubai i R513536031 \ \ Capri Lee Ann Young r Parcel 50 h o o R 135360330 5360080 54 ❑ Parcel 49 J J ` \ c P L — 519 Parcel 48 �\ PO 61 A Parcel �- O / — x Blue Horizon HOA Inc — �/d 660 57 Q ' R51353 10070 a Tyler J Purchase 501 0 0� I \ R5orizon 010 — Stetson Homes-Inc Z O I R5135360060 Molly Fe Parcel 47 0050 I Ht/ � S1213233966 co'h�` 479 X X ` ^� Connor Martin Rush — Q on � + 513536 0 I x o a R o \ O \ o o I \ r \ o � P L x x NO. 10 N x1 I o \ - - 1 arc I 34 a \ I I 1 X x 1 Open Do r ntals Of Z o LC 0 R89560 02 4 Q \ X Parcel 36 Parcel 37 \` \ arcel 28 Parcel 32 Parc I 115Lq x 1625 0 25 Parcel 26 Parcel 27 W 276 238 X ar 33 Parcel 35� Open Door Rentals LLC I s n Food Stor s Inc Parcel Virginia L G Id O R8956000210 R 956000020 24 Parcel x 374 342 \ 310 Jennifer O'Neill R93757600 USA (Bute u Of 0 I a 0 396 Liane M Hihath Larry E Pomeren a Kenneth J 0 guin R9375790230 Parcel 31 � 0 e Door Rentals x a N Randall V BertrdR9375790040 R9375790030 R9375790 10 250 1 Reclamat on LLC w R937579005 x Robin L Smith x R9375790 30 \ R8956000222 00 R9375760020 x F x ❑ J I x Parcel — — A' � I Q -x x x x Parcel29 �L=� Wh�esto�ne OA 30 cn m I R9375760 g O — — — — — — hitestone HO - -A- — — — — — — 00 0 � ❑ c0 ❑ O PA A — N O co cfl + CD 0 ® a o ® xiLi in Li O EP EP EP CEP EP EP EP EP °4D EP EP EP EP EP ° 66+ +00 52+00 53+00 54+00 55+00 56+00 57+00 �a�nn �� 6 +00 64 " 65+0 — Q cn N00°33 17 E f 3 1 L- /' — 33 20 E — N _ c = J J Z � o U O _ _ N R W H �d — R W�—�/ — �d R �— �l o m I x x x x x x x x x x X �\\� Z x x x x x '� Parcel 41 0 g ❑ — - Parcel >� a n 1571 43 Parcel 42 Landing Owners o o j my SOColegr ve Deb a80L C x R5130350010 c / x Z Parc R5135350 g o 0 CD arcel 45 44 S1213336 85 - � Parcel 46 461 Diane Whe ler Qo ❑ �I Harr Claudina Engle R5135360010 xl / y,C�� Parce 38 r-) a R5135360020 ^� IFF Propert s LLC R5135 60030 ® O a w \ \\\ aco' Parcel 39 S121322 015 0O I ' \ x ON o w - — + \ restw R 608640150 OA Inc LO OI rn + + IC I Q L.L 0 of ■ Z ry w O 55\0 NA` F� o�' �G\S T � c w a 3 z_ D E T A I L T I T L E • J Revisions: O� GJ� 10 2 I dill o • S I G N A T U R E S • N OF\01- OWNERSHIP MAP NO. 2 RFCAR�\P1- i Design By: J. Thornton Date: 1/2024 Drawn By: A. Corley Date: 1/2024 G �1'�AcHD Ada County Highway DistricDistrict3775 Adams Street, Boise, Idaho, 83714 www.achdidaho.org project Number: 522038 Project Name: Linder Rd, Overland Rd To Franklin Rd Sheet 6 of 101 . I Control Point Table Control Point Table Point # Northing Easting Elevation Description Point # Northing Easting Elevation Description I r r 139 702468.12 2449238.06 2608.90 BARFHF NO CAP 179 705121.09 2449362.56 2597.62 BARFFV 14221 � 140 702620.10 2449222.75 2605.57 ALUMINUM CAP 180 705240.14 2449363.79 2594.09 BARFFV 14221 (o O 141 702907.47 2449293.43 2602.23 BARFFV NO CAP 183 704788.84 2449359.43 2595.86 BARFFV 11754 145 702209.02 2449334.74 2603.93 BARFHF 4116 191 705137.80 2449387.78 2596.09 BARFHF 14221 146 702906.51 2449393.48 2601.61 BARFHF ILLEG 195 706127.16 2449324.56 2591.62 BARFFV NC I � I \ 147 702907.16 2449318.32 2602.34 BARFFV ILLEG 196 706126.96 2449354.51 2592.36 BARFHF 2824 f z O 150 701793.90 2449282.69 2609.54 BRASS CAP 5291 197 705324.74 2449346.75 2592.59 BARFHF NO CAP 154 703121.61 2449295.53 2599.73 BARFFV 8961 200 705658.77 2449349.88 2592.62 BARFHF 2824 _ 155 703120.34 2449395.61 2600.60 BARFFV 4431 201 705730.85 2449350.77 2592.52 BARFHF 2824 - 139 156 703826.60 2449350.16 2597.65 BARFFV NC 202 705884.84 2449352.21 2590.98 BARFHF 2824 P L Ln 159 704444.62 2449356.01 2595.44 BARFFV 4431 204 706035.08 2449353.65 2592.57 BARFHF 2824 + o + 160 704575.05 2449309.50 2595.02 BARFFV ILLEG 205 707103.34 2449333.85 2599.58 BARFFV ILLEG 163 704789.03 2449311.56 2595.93 BARFFV NC 207 706390.68 2449357.35 2590.20 BARFHF BENT ILLEG 150 Linder Road 164 703244.78 2449271.92 2598.99 BARFFV 1029 209 706669.52 2449437.02 2593.03 BARFFV NC BENT 8+�00 N00°41 '26"E 9+00 10+00 1 1 +00 N00°32'54"E 12+00 13+00 14+00 W 15+00 N00°32'54"E 1 6+00 17+00 - - 165 704445.49 2449283.16 2594.24 BARFFV 11334 210 706642.60 2449424.16 2592.94 BARFFV NC _ _ c 166 704446.00 2449240.04 2594.14 BARFHF 11334 215 707058.28 2449274.97 2599.27 BARFFV 5082 N 167 704465.78 2449260.40 2594.27 BARFHF 11334 216 707061.76 2449403.93 2598.63 BARFFV NC 170 704785.33 2449286.34 2594.91 BARFFV 11334 219 705611.38 2449294.37 2591.68 BARFFV 887 171 704785.71 2449263.37 2595.13 BARFFV 11334 220 705611.47 2449274.38 2591.29 BARFFV 887 - - - - // 1/d _ _ - 145 Vd 172 704921.89 2449254.76 2595.42 BARFHF 7045 221 706146.09 2449299.54 2590.66 BARFFV ILLEG I m Q 1/d 173 704901.51 2449274.45 2595.34 BARFHF 7045 222 706145.78 2449279.76 2592.07 BARFHF 887 I EP F P EP EP ` E EP 174 704971.92 2449255.24 2595.70 BARFHF 7045 223 706521.15 2449303.08 2590.79 BARFFV NC I v x n° EP E �6 175 704991.68 2449275.55 2596.01 BARFHF NC 224 706807.01 2449295.01 2595.62 BARFHF 7881 r o I EP 00 176 704971.84 2449249.98 2595.29 BARFHF ILLEG 400 705960.82 2449352.89 2590.92 BARFHF 2824 CHANGE PT 177 704946.57 2449287.96 2596.09 BARFFV ILLEG N 178 1 705049.53 2449275.98 2597.05 BARFHF 7045 :] o Co < z I o I F N I I I Imo!x x o I m ❑ x I M m ° x X X L W x ZI x _ v zeini.�,3 a°c o i�°w r a ° I x I I F x T� x I xx I r r x x N X \ x X X X x x v N m x m X x -mac X �/�//�1 m v°«ia.ci.un O00 .` e Ix A x a w x- x x� x� x ° I X X x x - o x� x� x x x < �, N / - � c~n - EGP - gy p I (n a m m m J ` �� 164 -0 o - - - - �P �P- v v v v v v v v v v v v v v v v v v v v v v v v _ o _ _ _ o o - x X P Lx x - P/L - - ` L - - P L x L x II I I II x x x R® ro 154 d3 d3 d3 EP EP EP F� EP EP P EP 18 19+00 20+00 21 � 10 32'54"E 22 00 0 d3 + d3 3+ N00°32'5 27+00 28+00 29+00 30- N00°3A1 @0 3g++ 0 C5 z U) - - Linder Road `n o 147 > = I 141 xl EP tr EP m0 EP EP EP LF' EP EP EP EP EP EP EP J II II x b J j - - - - - - - - - - 156 AM n n n n n n n n n n n n n n n n n n n n n n n n n n n 41 N - - 0 0 m I 03 03 03 03 - �� d `J3 z x _ -1/d x x �i - - --1/d 146 T 155 _ � L z1/d 1/d J _ - 1/d - x EP EP E EP �- x2 > ,\� W � � � ❑ x �0 m r i I r x p M x f U N Wol x x o v x I I 1 d LZ� - Q 0 KELLE0 ■ oA S S • z g W 0 SS\O NA L FN O<, C,\S T C �z • D E T A I L T I T L E • Revisions: O0OF GJ� oP2o o • S I G N A T U R E S • N CONTROL MAP NO. 1 RECARNP� i Design By: J. Thornton Date: 1/2024 Drawn By: A. Corley Date: 1/2024 -.AcHD Ada County Highway District3775 Adams Street, Boise, Idaho, 83714 Project Number: 522038 Project Name: Linder Rd, Overland Rd To Franklin Rd Sheet 7 of 101 `-V ffi- www.achdidaho.org 77 ... . . . . . . . . . . . . x I xI < °Q I x x 00 x P L X I I ❑ r I I r I x � � \ x x x x x I x r x r I o Ix x x x x I � x I x _ O , ° x x x � � 7 xNE p I \D LIW-- 0 166 x x176 x > 167x 174x wIN M x px — — — — — — — — — o + — 165 — — V d _ + to MISM - - - - — u - - - - - - - - o0 x P L ® P �� x x x x ¢ EP EP EP 170 177 175 + P L x x x P o x P L ® 219 EP EP EP EP „ 160 „ P EP EP EP P „EP ® EP P EP EP ,EP - Nino.32 0 36+0 N 0°33 17 37+00 38+00 39+0(p 00°33 17 E �40+00 41 +00 42+00 43+001-7 44+0� N00°33 17 E 45+00 46�+00 47+00 N00°33 1�' co g 163 Linder Road J EP EP EP EP EP 197 U U + NIGAWLY m + ¢ x 180 L '1 d R W. — L P/L — — P/L - P/L — — /L — v V V VV- 159 183 179 g x x x x x x L x x — - a.+ �x x x dC- x— —x � ��� _ , kL �_ x x x x x x� � x 191 � r x x / x / P/L p — x -1/d ' x— I I x x R d — d (DP� o0 rx - - P/d o P L x x x N rr I } I I �� �x x N0. 10 O ❑ ❑ / o=� 1-1 x I 1 J X Z 1 x COf L 1 ❑x X CL x p x N X \ \ I � x 0 1 X \ \ Ix d x I❑ x X \ 00 / I ❑ X \ —LU x F o I x x ❑ 215 Ld L xLx x x x x x 222 L P/L x 00 4L N Og p - - - - - - - - - - -A- - - - - - - + Co d O o EP EP o EP EP EP 2Z1 CEP o EP EP EP EP °4D EP P x EP — EP EP 224 4 50+0 +0 52+00 53+00 54+00 55+00 56+00 57+00 223 " �a�nn �� 6 +00 64� o cn N00°33 17 E ��T.�� ' 3— ' 201 202 400 204 195 Linder Road 203 W 205 w � o _ D _ N R W�'— {f— o v t+- R W — 'd— V R W v mod- — V W R W �� — ---17L V R V— --v= 196 12071 0 m I � x x yv a Z x xx x x❑x x x x x x x x x x x x x x x X ❑ o as ❑ ❑ El \a m 216 /Z rx x o 209 210 m r •— w o ❑ x ❑ / \a LLd U ' I I O Z — � Co ❑ I ❑ / / I + + / IU) i IIN Q L O KELLER g w 0 -)5\0 NA` F� o �G\S T c w 4 � z_ D E T A I L T I T L E • J Revisions: O� GJ� 10 2 o • S I G N A T U R E S • N CONTROL MAP NO. 2 R❑ARNP�Q' i Design By: J. Thornton Date: 1/2024 Drawn By: A. Corley Date: 1/2024 G �1'�AcHD Ada County Highway District• www.achdidaho.org 3775 Adams Street, Boise, Idaho, 83714 project Number: 522038 Project Name: Linder Rd, Overland Rd To Franklin Rd Sheet 8 of 101 . q Varies (73.00' Typ.) Section Line Varies (48.00' Typ.) R/W R/W 22.00' 51 .00' 31 .00' (Phase 1 Construction) 2.00' Min. 2.00' Utility 5.00' (Min.) 10.00' 5.00' 2.00' Varies (11 ' Typ) 11 .00' 11 .00' Varies (12.00' Max.) Varies (11 .00' Max.) 11 .00' Varies (11 ' Typ) 2.00' 5.00' 10.00' Multi-Use Pathway Buffer Curb Right Turn Lane Travel Lane Travel Lane Left Turn Lane Left Turn Lane Travel Lane Travel Lane Curb Buffer Multi-Use Pathway Pedestrian Railing 6.00' 5.00' 1 .00' Median Curb, Item SSP 07009 1 .75% - 2% 2% - 1 .75% 3 o Embankment Conduit (Phase I)00 Incidental Slope 3:1 Max. 5" Thickness Of Plantmix Pavement 4" Of 3/4" Ornamental Rock Item SP Superpave SP-3, Item 814.4.1 .A.1 I 25007 Over Treated Uncompacted Soil Reinforced Wall 5" Thick Concrete Pathway Item No. 706.4.1 .E.1 6" Of Crushed Aggregate For Base a_ Type 1 (Plan Quantity) Item 802.4.1 .A.1 4" Of Crushed Aggregate For Base Type 1 Typical Roadway Section 4 N Sta. 14+80.71 To Sta. 17+00.00 0 N L N Section Line � 30.00' 30.00' 0 1 .00' 1 .00, 1 .00, z Bicycle Railing Type 3, 11 .83' 2.00' 11 .00' 11 .00' Varies (11 ' Max) 11 .00' 11 .00' 2.00' 11 .83' 0- See Sheet 46 Multi-Use Pathway Curb Travel Lane Travel Lane Taper Turn Lane Travel Lane Travel Lane Curb Multi-Use Pathway :2 Or Concrete Median Bicycle Railing Type 2, a See Sheet 45 N N 1 .00' 4 �- 1 .75% o 1 .75% f 2% 2% i N 2 1 � LJS&0&�- -go, Slope South 00 0 of Overpass w Combination Pedestrian Railing Q (Typ Both Sides) See Plans fo MSE Wall North of Overpass Cn 6" Vertical Curb & Gutter Item I 5" Thickness Of Plantmix Pavement Location And Details Sheet 44 Cn No. 706.4.1 .A.5 (Typ Both Sides) Superpave SP-3, Item 814.4.1 .A.1 Conduit, Per Illumination Plans, g 24" To 30" Cover (Typ Both Sides) 6" Of Crushed Aggregate For Base Type 1 (Plan Quantity) Item 802.4.1 .A.1 Type II Subgrade Separation Geotextile Sta. 17+20 to Bridge, Bridge Sta. 30+00 5" Thick Concrete Pathway Item 18" Of 6" Minus Uncrushed No. 706.4.1 .E.1 (Typ Both Sides) Aggregate Base, Item 801 .4.1 .B.1 .6 0 4" Of Crushed Aggregate For Base Type 1 (Plan N Quantity) Item 802.4.1 .A.1 (Typ Both Sides) Typical Roadway Section 5 z Sta. 17+00.00 To 20+61 .00 0 w Sta. 23+39.00 To 29+45.85 J U Section Line 12.17' 27.00' 27.00' 12.17' 1 .00' 1 .00' 0 11 .50' 2.00' 3.00' 11 .00' 11 .00' 11 .00' 11 .00' 3.00' 2.00' 11 .50' °n Multi-Use Pathway Curb Shoulder Travel Lane Travel Lane Travel Lane Travel Lane Shoulder Curb Multi-Use Pathway cn Bicycle Railing Type 3, Bicycle Railing Type 2, z See Sheet 46 Combination Pedestrian See Sheet 45 g Wall (Typ Both Sides) o Cross Slope Varies See Plans for Location z Re: Al/38 And Sheet 44 0 - 2% 2% i cn w 2 0 I o Slope South l LJ MSE Wall North of Overpass �I of Overpass o 0 0 o Re sAl/38 e Varies z 6" Vert. Curb & Gutter Item No. 5" 7 Thickness Of Plantmix Pavement 0 706.4.1 .A.5 (Typ Both Sides) Superpave SP-3, Item 814.4.1 .A.1 I Thick Concrete Pathway Item Back of Curb Height Varies � 5" „ Conduit, Per Illumination Plans, o No. 706.4.1 .E.1 (Typ Both Sides) 6 Of Crushed Aggregate For Base „ To 30„ Cover (Typ Both Sides) o' Type 1 (Plan Quantity) Item 802.4.1 .A.1 J 4" Of Crushed Aggregate For Base Type 1 (Plan T 24ype II Subgrade Separation Geotextile Y Quantity) Item 802.4.1 .A.1 (Typ Both Sides) 18" Of 6" Minus Uncrushed Sta. 17+20 to Bridge, Bridge Sta. 30+00 z Aggregate Base, Item 801 .4.1 .B.1 .6 0 Typical Roadway Section 6 Sta. 20+61 .00 To 20+81 .00 (Begin Bridge) KELLE ■ Sta. 23+ 19.00 (End Bridge) To 23+39.00 w 0 55 \0 NA` F/V C Z< G\S T z a • D E T A I L T I T L EIt M 7 o Revisions: • S I G N A T U R E S ''X _ TYPICAL SECTIONS ° �OF\9NP��- Design By: J. Thornton Date: 1/2024 Drawn By: A. Corley Date: 1/2024 ( �'• CAR ��AcHD Ada County Highway District• 3775 Adams Street, Boise, Idaho, 83714 project Number: 522038 Project Name: Linder Rd, Overland Rd To Franklin Rd Sheet 9 of 101 .1' 1 www.achdidaho.org q R/W Varies (46.50' Typ) Section Line Varies (47.50' Typ) R/W Varies 2.00' 29.50' 29.50' Utility 10.00' 5.00' 2.00' 1 1 .00' 1 1 .00' Varies (1 1 ' Typ) 1 1 .00' 1 1 .00' 2.00' 5.00' Multi-Use Pathway Buffer Curb Travel Lane Travel Lane Turn Lane Travel Lane Travel Lane Curb Buffer 1 .00' Existing Grade Embankment Incidental Slope 3:1 Max. 1 .75% 2% 2% -1 .75% Gravity Wall, locate �- i as shown on plans, 4 See Details B1 & B3 Sheet 39 5" Thick Concrete Pathway Item No. 706.4.1 .E.1 (Typ Both Sides) 00 00 I 4" Of Crushed Aggregate For Base Type 1 (Plan 5" Thickness Of Plantmix Pavement Quantity) Item 802.4.1 .A.1 (Typ Both Sides) Superpave SP-3, Item 814.4.1 .A.1 4" Of 3/4" Ornamental Rock, Item 6" Of Crushed Aggregate For Base SP 25007 Over Treated Type 1 (Plan Quantity) Item 802.4.1 .A.1 Subgrade Separation Geotextile, Uncompacted Soil (Typ Both Sides) 18" Of 6" Minus Uncrushed Type ll, Item 2050.4.1 .C.1 Conduit, Per Illumination Plans, 24" Aggregate Base, Item 801 .4.1 .B.1 .6 \\- 6" . Curb & Gutter Item No. 706.4.14.1 . To 30" Cover (Typ Both Sides) A.5 (Typ Both Sides) Typical Roadway Section 7 Sta. 29+45.85 To Sta. 56+56.85 N (Except As Shown in Section 8) 0 1�1 q R/W N R/W Varies (47.50' Typ) Section Line Varies (46.50' Typ) 0 Varies 3.00' Typ 29.50' 29.50' Varies 2.00' Typ z Utility 1 .00' 1 .00' Utility 0 10.00' 5.00 2.00' 11 .00' 11 .00' Varies (9.00' Typ) 11 .00' 11 .00' 2.00' 5.00' 10.00' o IN- Multi-Use Pathway Buffer Curb Travel Lane Travel Lane Concrete Median Travel Lane Travel Lane Curb Buffer Multi-Use Pathway N 1 .00' Embankment Incidental 0 Existing Grade I I Slope 3:1 Max. 1 .75% �_ 2% f-2% 2% 2% - 1 .75% N Gravity Wall, locate as 4--- shown on plans, See Details 131 & B3 Sheet 3926 � 00 w o Q Cn N Mountable Vertical Curb Item g 6" Verti. Curb & Gutter Item No. 706.4.1 .A.7 (Typ Both Sides) \_ 5" Thickness of Plantmix Pavement 706.4.1 .A.5 (Typ Both Sides) See Detail Superpave SP-3, Item 814.4.1 .A.1 4" Of 3/4" Ornamental Rock, Item 0 4" of Crushed Aggregate For Base Type 1 (Plan Conduit, Per Illumination Plans, 24" SP 25007 Over Treated � Quantity) Item 802.4.1 .A.1 T Both Sides To 30 Cover (Typ Both Sides) Uncompacted Soil, See Landscape 6" of Crushed Aggregate For Base o Y) (Typ ) Subgrade Separation Geotextile, Type 1 Plan Quantity) Item 802.4.1 .A.1 Plans For Planting Areas Type II, Item 2050.4.1 .C.1 Yp ( 5" Thick Concrete Pathway Item 4" Of 3/4" Ornamental Rock, Item SP 0 No. 706.4.1 .E.1 (Typ Both Sides) 25007 Over Treated Uncompacted Soil " P 18 of 6 Minus Uncrushed V) (Typ Both Sides) Typical Roadway Section 8 Aggregate Base, Item 801 .4.1 .B.1 .6 0 Sta. 27+ 19.52 To Sta. 28+59.02 LiSta. 31 +76.98 To Sta. 34+70.00 Cn Sta. 36+65.48 To Sta. 36+74.98 Q Sta. 36+86.98 To Sta. 36+96.48 Sta. 48+00.00 To Sta. 52+00.00 N i m R/W Varies (48.82' Min) Section Line Varies (47.00' Min) R/W Cn z g wl Varies 2.00' Typ 31 .00' 30.00' Varies 2.00' Typ z Utility Utility v�-i 10.00' 5.00' 2.00' 11 .00' 11 .00' 2.00' Varies (11 ' Typ) 11 .00' 11 .00' 2.00' 5.00' 10.00' w I Multi-Use Pathway Buffer Curb Travel Lane Travel Lane Turn Lane Travel Lane Travel Lane Curb Buffer Multi-Use Pathway 6.00' 1 .00' Embankment Incidental Q Slope 3:1 Max. U Median Curb, Item I i SPP 07009 z o Gravity Wall, locate a 2% 2%s 1 .75% -i (Location on Plan) - 1 .75% shown on plans, See �• . f- -i C. j Details B1 & B3 Sheet 39 73:- o' 0 0 O O z Y Existing Grade 4" Of 3/4" Ornamental Rock, Item � 5" Thickness Of Plantmix Pavement SP 25007 Over Treated w Superpave SP-3, Item 814.4.1 .A.1 Uncompacted Soil (Typ Both Sides) Conduit, Per Illumination Plans, 24 6" Of Crushed Aggregate For Base » 5" Thick Concrete Pathway Item Type 1 (Plan Quantity) Item 802.4.1 .A.1 Subgrade Separation Geotextile, To 30" Cover (Typ Both Sides) o No. 706.4.1 .E.1 (Typ Both Sides) 18" Of 6" Minus Uncrushed Type II, Item 2050.4.1 .C.1 z Aggregate Base, Item 801 .4.1 .B.1 .6 6 Verti. Curb & Gutter Item No. KELLER 4" Of Crushed Aggregate For Base Type 1 (Plan 706.4.1 .A.5 (Typ Both Sides) A S S • o Quantity) Item 802.4.1 .A.1 (Typ Both Sides) Typical Roadway Section 9 Sta. 56+56.85 To Sta. 60+64.70 S\0NAL g F/y Z< G\S T C z a • D E T A I L T I T L EIt 0 • 7 0 Revisions: • S I G N A T U R E S • � �'� p'� _ CN TYPICAL SECTIONS ° °F�NP�� Design By: J. Thornton Date: 1/2024 Drawn By: A. Corley Date: 1/2024 (� • CAR ��AcHD Ada County Highway District• 3775 Adams Street, Boise, Idaho, 83714 project Number: 522038 Project Name: Linder Rd, Overland Rd To Franklin Rd Sheet 10 of 101 .1' 1 www.achdidaho.org q R/W Varies (47.00' Min) Section Line Varies (46.00' Typ) R/W 2.00' Typ Varies (38.00' Typ) 37.00' MW 2.00' Typ Utility Varies Utility Varies (7.00' Typ) 2.00' (5.00' Typ) 1 2.00' 11 .00' 11 .00' 2.00' 11 .00' 11 .00' 11 .00' 2.00' 5.00' 2.00' Varies (7.00' Typ) Sidewalk Curb Bike Lane Buffer Travel Lane Travel Lane Curb Left Turn Lane Travel Lane Travel Lane Buffer Bike Lane Curb Sidewalk Embankment Incidental 11 .00' Slope 3:1 Max. Median Curb, Item SPP 07009 1 .75% - 2% - 1 .75% 0 -- -- -- -- -- -- -- -- -- -- -- -- -- Lai 00 Embankment Incidental \- 6" Verti. Curb & Gutter Item No. Slope 3:1 Max. 706.4.1 .A.5 (Typ Both Sides) 5" Thickness Of Plantmix Pavement Conduit, Per Illumination Plans, 24" VSubgrade Separation Geotextile, Superpave SP-3, Item 814.4.1 .A.1 To 30" Cover (Typ Both Sides) Type II, Item 2050.4.1 .C.1 6" Of Crushed Aggregate For Base 5" Thick Concrete Pathway Item Type 1 (Plan Quantity) Item 802.4.1 .A.1 No. 706.4.1 .E.1 (Typ Both Sides) 18" Of 6" Minus Uncrushed � Aggregate Type ( Typical Roadway Section 10 Aggregate Base, Item 801 .4.1 .B.1 .6 4 Of Crushed A re ate For Base T e 1 Plan Quantity) Item 802.4.1 .A.1 (Typ Both Sides) Sta. 60+64.70 To Sta. 62+63.98 N O N W Verbena St 28.00' 1 .00' 1 .00' 10" z Shoulder Shoulder Varies (20' Typ) 13.00' 13.00' '� 8" w Travel Lane Travel Lane 10.00' a_ Control Line N - 2% 2% i _ Slope 3:1 Slope 3:1 2% i o0 Slope 3:1 Slope Driveway away (Max) N (Max) (Max) from MSE Wall a Ln Pavement 0 w Cn 5" Thickness Of Plantmix Pavement 6" Of Crushed Aggregate For Base � Superpave SP-3, Item 814.4.1 .A.1 Type 1 (Plan Quantity) Item 802.4.1 .A.1 Median Islands g I 6" Of Crushed Aggregate For Base 12" Of Minus Uncrushed Aggregate See IPSWC SD-701 A Type ( y) Base, Item 801 .4.1 .B.1 .6 T e Plan Quantity) Item 802.4.1 .A.1 Subgrade Separation Geotextile, Mountable Vertical Curb Item 706.4. 1 .A.7 Type II, Item 2050.4.1 .C.1 18" Of Minus Uncrushed Aggregate N.T.S. Base, Item 801 .4.1 .B.1 .6 w O Typical Roadway Section 11 Typical Section 12 z Sta. 101 +28.46 To Sta. 104+72.50 Access Driveway O U w N Q 12" 1 .00' R/W N Shoulder Varies (20.00' Typ) 4.00 m 10.00' A>> z g Control Line R3, o I Slope Driveway away Pavement 0` j from MSE Wall 4 C° Slope 3:1 2% hi (Max) w a 0 I d a G N Q U 5" Thickness Of Plantmix Pavement a 4 z Superpave SP-3, Item 814.4.1 .A.1 Cn w of 6" Of Crushed Aggregate For Base Type 1 (Plan Quantity) Item 802.4.1 .A.1 Median Curb Of Minus Uncrushed Aggregate Base, See se, Item 801 .4.1 .B.1 .6 PP S ACHD Supplement to IPSWC SD-701 C z Ba Y Median Curb, Item SSP 07009 o- N.T.S. 0 Typical Section 14 zKELLER Residential Access Road Li • O 55 \0 NA` F/ G\S T C o Q-- z a • D E T A I L T I T L EIt M 7 o Revisions: • S I G N A T U R E S _ TYPICAL SECTIONS ° �OF�NP��- Design By: J. Thornton Date: 1/2024 Drawn By: A. Corley Date: 1/2024 ( �'• CAR ��AcHD Ada County Highway District 3775 Adams Street, Boise, Idaho, 83714 project Number: 522038 Project Name: Linder Rd, Overland Rd To Franklin Rd Sheet 11 of 101 .1' www.achdidaho.org N O T E S T3N R1 W Sect 14 Removal of Obstructions, Item 201 .4.1 .C.1 �/ 04 Retain & Protect Adjust Manhole To Grade, Item 2030.4.1 .A.1 12 4" Topsoil, Item SSP 25050 & Incidental To Item SSP NMID Easement (Ex) �/ 0) 29064 Median Curb, 20' Sections with 2' Gaps, Location N Callouts To Center Of Curb, Item SSP 07009 Parcel Standard 6-Inch Vertical Curb & Gutter, Item 706.4.1 .A.5 � / 1800 : 20 Concrete Sidewalks, Thickness 5", Item 706.4.1 .E.1 .5 Idaho Auto Mall LLC '� / 0 • R0525200020 // • OO ; 26 3/4" Crushed Ornamental Rock, Item SP 25007 / OO rn 12" PVC - C900, Item 601 .4.1 .A.05.12A 108.44'Lt. Connect New Pipe to Existing Pipe, Incidental / '• / +74.91 +58.95 102.291t. 63 QuadGuard M10 Crash Cushion, Install Per Manufacturer's / ACHD Sidewalk O 98.38'Lt. • Recommendations +24.54 // Easement (Ex) �6;Lt. — 75 Landscape Areas, See Landscape Plans And Details Al & O •. A3 Sheet 39 83.00'Lt. +80.73 / 15 Ease(T) _ +24.54 +88.35 O 83.001t. �- 81.00'Lt. 83.00'Lt. � 8l Bicycle Railing Type 3, See Sheet 46, Item SP 20109 +24.52 / + 055+0 +37.24 �� tr — �� �� �� � 75.0o'Lt. 10' Ease(P) �' - 83 Combination Pedestrian Wall, See Sheet 44, Item SSP +24.52 82.12'Lt. �� 70.0051 73.00'Lt. + �77.45'Lt.— 10' Ease(P) 20105.A Lt O � �� ••�i • R _ _ _ _ _ _ 68.00'Lt� / EP P L Hydro Seeding As Required, Item SSP 29060 _ R/W R/W A2 — — �� P L R//W / — P L�P - - V V V V V V V V V V V V V V V V V y— ,— V V =— - - —/ —� VV-- — P/L P/L P/L _ V� 12 98 /L I r '••• •O m / — —��Vc V— Dirt / •....••••.•. • P L P / �j6� •.••N•..•••• •.•••'••• P L V +19.48 81 +93.02 FOS FOS / 53.001t. _ FOS FOS FOS I FOS - — F S FOS FOS FOS +92.55 — o w z Begin Construction / Of Sta. 14+80.17 / 17 83 CL N = 702288.13 / CL E = 2449287.42 04 11 0 0 — ---- ---- --- 49 0 `+ n 0_0 A3 -00 14 —SLNDER ROD c — � E — eo N003254E + RE N + � 7 LO W 12 PVC w � 01 � +22.78 J o / w 6.00'Rt. (0 r_ / 16 63 83 17 N => / +41.12 g 26 75 Typ. 30.98'Rt. +53.12 o IAI / — / 20 w W +37.51 +07.57 cn -r-.mid• •�.u•���.�i�•.•..•a-••+•�a�-Fri •••••••• ••.••• g 00 Vd l� — -------------- +06.56 81 5' Ease Vd — _ W 46.00'Rt. •''••• O / Vd W +99.07 12 98 Brush 53 00'R9 — — ------ d _ — W ------------- 'dd ------ •-•••_•_••••••''•••.. t. o Vd _ -- --------- '-�� -- ------ ——— — _ — • s-ate r �-----.-.-- • • • — — — — Ditch Irr ��" ✓r; • N ———— — ——— ———— MH • m EP EP EP EP EP — d g Light Pole E�� —Eta up 0-I x Bollards o CD Light Pole O EP BENCH MARKS : EP o Asphalt X EP EP _ Q x EP EP EP _ � Bta.#14+01 .53/24811onRRod 4116 U i t. N: 702209.03 z Light Pole E: 2449334.75 w x Elev: 2603.93 0 i oAsphalt(if x 0 20 40 60 z Y Parcel Q z 1580 C� Plan Scale a Stephen L Craig o R5135350020 KELLE0 ■ o' oA S S • Ld g o' T3N R1 W Sect 13 0 0s\O NA L FN o' O� �G\ST FC 0 o a � J O N E OF\OP��Q 04 N Revisions: Design By: J. Thornton Date: 1/2024 Drawn By: A. Corley Date: 01/2024 Survey By: A. Hafen Date: 09/2022 G R CAR �A ACHD Ada County Highway District• 3775 Adams Street, Boise, Idaho, 83714 Project Number: 522038 Project Name: Linder Rd, Overland Rd To Franklin Rd Sheet 12 of 101 � www.achdidaho.org 13+00 14+00 15+00 1 6+00 17+00 18+00 11111111111IL L r r- — r r r 2622 r 223.03' 236.97' = 2622 Vertical Curve Vertical Curve �I = PVI Sta 13+81 .43 _ PVI Sta 16+1 1 .43 - PVI Elev.2602.73 PVI Elev.2606.47 `n — r K=70.39 K=65.44 ci -J 2620 r Left TBC Left TBC N 0 — 2 6 2 0 + N — r 4-1 r r (n w U Cn r � mZ�: ago 2 618 ~ 370.65' 89.35' = 2 618 Vertical Curve Vertical Curve - PVI Sta 14+55.23 PVI Sta 16+85.26 r- PVI Elev.2602.03 PVI Elev.2610.60 Q, K=70.38 K=65.86 Q, C� +; 2616 r Right TBC Right TBC N ��— 2616 r ojS + N M — 00 L C o NN — r- Lr)0 w ,� TBC Rt. �� 0 cod + 3 >' � m0 5? = 2614 2614r � co � c � 3 r _ - N O N TBC Lt. _ 0 cnmvav r w4 - °� > m 2612 = 2612 r � � � a� r C �`+ a_ O r m C 1a1 - W 0 S� 6�°�°- C > U Existing Grade 2610 ' ++ 0. v ® cL - 2610 N Lq Z ° DLO CY- 2608 w = 2608 > m - r Q._ 1--- 0 - 2606 2606 LO r > TBC Rt. a U) 2604 = 2604 Sta. 16+55.00 Sta. 16+73.43 - _ Catch MH A3, 5.28' Lt. Catch MH A2, 79.20' Lt. TBC Lt. Rim Elev. 2609.55 Rim Elev. 2608.70 — c� 36" Dia. Inv. 2597.26' (S) 36" Dia. Inv. 2597.01 ' (E) _ 2602 12" Dia. Inv. 2604.32' (N) 36" Dia. Inv. 2596.91 ' (N) — 2602 36" Dia. Inv. 2597.16' (W) _ w N Exist 36 PVC Storm w I 36" SD 70 LF o I ® 0.20% - 2600 E — 2600 O r N _ Sta. 13+78.37— 36" SD 189 LF = 2598 2598 Catch Basin A4.E, 29.50' Rt. - ® 0.14% z Sta. 13+78.37— I Exist 36 PVC Storm _ 7 w 2596 Catch Basin A4.W, 51 .50' Lt. - 2596 0 a — U Exist 30" RCP Irrig w 2594 ` Sta. 14+01 .91 = 2594 0 Catch MH A4 (E), 5.64' Lt. Exist 30" RCP Irrig r - 0 20 40 60 2592 r Plan Scale = 2592 r r o r -LL KELLER o r 2590 = 2590 LU 7 5s\o NA LF G\S N � T C m Ui �o = N E OF Revisions: Design By: J. Thornton Date: 1/2024 Drawn By: A. Corley Date: 01/2024 Survey By: A. Hafen Date: 09/2022 (� R CAS .,Ajwm Ada County Highway District• 3775 Adams Street, Boise, Idaho, 83714 Project Number: 522038 Project Name: Linder Rd, Overland Rd To Franklin Rd Sheet 13 of 101 www.achdidaho.org In w x 6 N O T E S x 2 � Zr00`� x 2602 ,E 01 Removal of Obstructions, Item 201 .4.1 .C.1 x 26 2613 0 Retain & Protect 2 05 Reference and Reset Monuments, Item 2020.4.1 .F.1 .• rLGj9� x o cn /�y5g 12 4" Topsoil, Item SSP 25050 & Incidental To Item SSP TIP T3 N R1 W Sect 14 29064 50 x 17 Standard 6—Inch Vertical Curb & Gutter, Item 706.4.1 .A.5 ti U 20 Concrete Sidewalks, Thickness 5", Item 706.4.1 .E.1 .5 o x j 32 Inlet Catch Basin Type III, Item 602.4.1 .G.1 o ' t° 37 12" PVC — C900, Item 601 .4.1 .A.05.12A m • N x • o �0 40 48" Dia. Storm Drain Catch Manhole, Item : Existing ACHD Stormwater 2599 x m 602.4.1 .E.1 .048 04 � Basin — Rough Grade 2598 41 Catch Basin — Type I, Item 602.4.1 .F.1 • x Basin To Within 6" Of 1 Final Grade 2597 x < 70 Retaining Wall, See Bridge Plans x x 81 Bicycle Railing Type 3, See Sheet 46, Item SP 20109 83 Combination Pedestrian Wall, See Sheet 44, Item SSP oU) 20105.A x +11.13 `l-h < 87 ADA Compliant Grating Or Manhole Cover m • 1 10.03'Lt. g8 : 25 x 90 Multi—Use Pathway to Bridge Approach Transition Detail, 25g9 0 See Detail Al Sheet 38 (Incidental) 21 Q 2601 97 Conduit Junction Box ' � 2602 > Z Z 9An3 2604 04 = = 98 Hydro Seeding As Required, Item SSP 29060 —�EP � O � _ x F2 O _ x _ x� \ M x —x x Y.1 m 99 ITD Camera Pole; SP CCTV Camera Pole And Lowering P EP ��."..."���••:.:••.• ••••••••••""'•• �'' '� ♦♦�/^� ♦♦�/^� System, See Sheet 40 And S901 —05A In Specifications x —x �� � FOS st m V/ V/ < — x — x� x�x— '�����• FOS Q 1.6113 x� x� x � FOS � W •••••••••••••••••••••••00000000,000 ••••••• FOS 01�••� FOS 70 IT I '' m FOS 00 K: FOS F2 00 ilz I < 41 E&-13 z _°S 12 98 GWL @ ,� O 2587.61 1'N x Si a 32 87 a 81 Dirt 90 97 x A3.2.W2 N +80.72 +80.97 +20.96 +61.00 37 10' o 25.00'Lt. 20 25.00'Lt. 26.50'Lt. 83 27.00'Lt. 32 x I I m 1 III x 17 +80.6s A3.1 .W A3.2.W 1 1 Q O 00 24.00'Lt. 41 +80.97 +20.98 ---- +82.00, I 1 17 ' OHP OHP OHP I I cn p + 01 24.00'Lt. 25.50'Lt. I 0 g 00 40 37 14' P P 1171 III I F— �— �— E— F— �— E— F— �— F— I �' I 1 & A3.1 19+00 N tl- 20+00 O I 37 _ A3.21 d 00`32'54"E 2� 60 BH-12 37 J 2584.605' S LI N DER ROAD 40 1 I cn w M 25' 37 05 SEE BRIDGE PLANS I I I J U N 17 +80.64 41 +so.90 37 28 I I z 24.00'Rt. 24.00'Rt. +20.96 17 +82.00 1 1 m I j/A,3.1 .E 26.50'Rt. 26.50'Rt. 1 I 1 n A3.2.E1 tl I II o — 25 00.65 20 +80.95 +61.00 32 I I N 25.00'Rt. 83 27. 0'Rt. 97 37 1(N 1 0 m A3.2.E2 M Lo z 81 32 87 g 01 of 99 90 z CD 12 98 L O BENCH MARKS : w •• """"•• Dirt Dirt U_ > " ••••••���� Iron Rod Q W 12" PVC�W 70 BM #146 — 1/2'••••••••••• •• F2 6 0 0 0 Sta. 5+86.65, 51 .0' Rt. ••• • �� _ N: 702906.51 _ W E: 2449393.48 _ W W Elev: 2601 .61 z ld — — •••••••••••••••••••• •••••••••••.�� W W o �/d — — •••••••••••••••• •••• W 12° PVC vl �l/d — — ••••••• i Vd • 0 20 40 60 o — — /d — n o z EP EP EP EP Retaining Wall l/d Plan Scale EP EP EP o Light Pole EP 0 00� rn o Asphalt z Asphalt \ T3N R1 W Sect 13 0 � ,\ONAL FN Parcel c 1580 o `` �� ��G,\S T m o Stephen L Craig a �, R5135350020 � o 0 N F OF\9P�•ZQ N Revisions: Design By: J. Thornton Date: 1/2024 Drawn By: A. Corley Date: 01/2024 Survey By: A. Hafen Date: 09/2022 G R CAR ��ACHD Ada County Highway District' 3775 Adams Street, Boise, Idaho, 83714 Project Number: 522038 Project Name: Linder Rd, Overland Rd To Franklin Rd Sheet 14 of 101 � � www.achdidaho.org 18+00 19+00 20+00 21 +00 22+00 23+00 IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII 800.00' Vertical Curve r PVI Sta 22+00.00 PVI Elev. 2636.50 2630 F K=80.00 2630 1 80.64 100.36 I 79.70 Vertical Curve ---- ---- Vertical Curve a+e Vertical Curve I � CL Grade 0 PVI Sta 18+40.32 PVI Sta 19+30.82 PVI Sta 20+20.89 PVI Elev.2618.48 PVI Elev.2622.12 PVI Elev.2624.57 o N _ K=75.62 K=77.48 K=71.51 N �; N N 2628 Right & Left TBC Right & Left TBC Right & Left TBC N J N 2628 ro co cD o ° r o o+ N o� GB Sta.20+76 Design Grade N w o 41 w 04 TBC Elev. 2625.00 CAD CL = v r-� 00 Ih J cn a) Offset 27.00 Lt. & Rt.CD - 26226 N °+' N o a- � 0-01 2626 r-N N 1 > N r W Cr) a� ICU UU U I 2624 �N � J � Imo 2624 `0 � 0+ - ca o ° � N0 `L o r07 + 04 (D- -End Sta.20+81 r-11 In w - N Qo TBC Elev. 2625.08 2622 �U U `� ° > N Offset 27.0 Lt. & Rt. 2622 m 0 V, w � r a_ 0 r o (0 ry TBC LT. & Rt. 2620tp N 2620 ro � N r o �F- ^ S� 1g ° Sta. 20+77.0 I a� o � m �2 ® 3 Catch Basin A3.2.W2, 38.17 Lt. 2 618 : Rim Elev. 2624.79 2 618 N 12 Dia. Inv. 2621 .94 (E) o ---t-TBC Rt. 04 I A AI Sta. 20+77.00 1 Catch Basin A3.2.W1 , 26.00' Lt. TBC Lt. Rim Elev. 2625.04 V� W 12" Dia. Inv. 2621 .90' (W) z 2616 - 12" Dia. Inv. 2621.90' (E) 1 a Sta. 20+77.06 Catch MH A3.2, 5.00' Lt. r, Rim Elev. 2625.46 12" Dia. Inv. 2621 .84' (E) 2614 N 2614 12" Dia. Inv. 2621.84' (W) 12" Dia. Inv•11112621 .74' (S) Sta. 20+77.00 L Sta. 18+82.61 o ; Catch Basin A3.1 .E, 23.00' Rt. Catch Basin A3.2.E1 , 26.00' Rt. I,., Rim Elev. 2625.04 > 2612 ~ Rim Elev. 2619.71 2612 N 12" Dia. Inv. 2621.91 ' (E) 12 Dia. Inv. 2615.00 (W) 12" Dia. Inv. 2621.91 ' (W) g I_ Sta. 18+82.61 Catch Basin A3.1 .W, 22.65' Lt. Sta. 20+77.00 ' Rim Elev. 2619.73 Catch Basin A3.2.E2, 38.17' Rt. ' 2610 12" Dia. Inv. 2615.00' (E) Rim Elev. 2624.79 2610 � 12" Dia. Inv. 2621 .94' (W) o Sta. 18+82.61 w ' Catch MH A3.1, 5.00' Lt. 2 j V) Rim Elev. 2620.11 Li 2608 . 12" Dia. Inv. 2614.85' (S) 2608 0 12" Dia. Inv. 2614.95' (N) a 12" Dia. Inv. 2614.95' (W) 12" Dia. Inv. 2614.95' (E) Existing Grade N 2606 _ - --- __. ® CL 2606 p 1 m --� - -- g a Z 2604 - 2604 Ln 2602 P 2602 111 � LU 1 O i Sta. 18+67.72 0 20 40 _60 2600 r L Catch MH Al (E), 100.42' Lt. _ _ 2600 zZ f Rim Elev. 2605.09 Plan Scale Located at Storm Basin o 36" Dia. Inv. 2596.63' (E) r 36" Dia. Inv. 2596.63' (NW) p 2598 36" Dia. Inv. 2596.63' (S) I 2598 KELLER 0, ASSOCIATES Z r w r \0 NA Le d - - - - - I O��G G\S T G w 2596 �, I „ , 2596 o I E O F Revisions: Design By: J. Thornton Date: 1/2024 Drawn By: A. Corley Date: 01/2024 Survey By: A. Hafen Date; 09/2022 Ada County Highway District 3775 Adams Street, Boise, Idaho, 83714 www.achdidaho.org Project Number: 522038 Project Name: Linder Rd, Overland Rd To Franklin Rd Sheet 15 of 101 N O T E S Possible Existin Drain e d x m 01 Removal of Obstructions' Item 201 .4.1 .C.1 xi x i x T3N R1 W Sect 14 ep is I \ O I O I Tank Remove Tree (6"+), Item SSP 29093 x Septic x • Tank +36.92 x 0 03 Trim Tree, Item SSP 29090 150.63'Lt. I + 3.92 x 108' Ease(P) eptic 0.63'Lt. x x x \ I • 04 Retain & Protect � Tank 0 • x I 05 Reference and Reset Monuments, Item 2020.4.1 .F.1 v 0 x x I 4 x -� Gate 12 98 Parcel x x x x x x c c � - �� x x Z 06 Remove Fence +36.81 0 °d P ggy Towns Family Trust W 07 Remove & Reset Mailbox, Item SSP 25080 J 122.6311. I x \ x R7192800676 m O 0 80' x 08 Remove & Reset Sprinkler System, Item SSP 29101 15 ri ti n Ease(P / x W Eas t x) Parcel195 122.63 Lt.+29.66 \ x Fen x w Asphalt > 09 Remove & Salvage Roadside Sign, Item 1 135.01 .06 ' / \ Parcel 3 HK&M LLC x / \ 1155 J 10 Sod Repair, Item SSP 29064 R7192800710 Ada County ax Possible Existing Highway District \ 0 x 1 » +1 .3 Drainage Field R7192800700 80. 1'Lt. I Daylight To 98.58Lt.�+ 12 4 Topsoil, Item SSP 25050 & Incidental To Item SSP x ' 29064 � O 53 4' \O x Existing Ditch 86 / Fo I � I � � / 15 Mountable Vertical Curb (No Gutter), Item 706.4.1 .A.3 +29.51 l x 52 50 12 98 ' +4 x 52 50 x � 1 53 80.63 Lt. 80.65'L . x 17 Standard 6-Inch Vertical Curb & Gutter, Item 706.4.1 .A.5 \ Q I �x x x x x x xxxx +40.03 O 38 21.29 +29.47 01 +53.59 80.99'Lt. i ch as ( 80.63'Lt. 10 Ease(T) 70.63'Lt. 4' 53 E e ) 80.65'Lt. - 20 Concrete Sidewalks, Thickness 5 , Item 706.4.1 .E.1 .5 w • 1 .3 (� - - - _ _ 1 2 7033'Lt. 10 12 70 6�;6t / W/ I 53 36' 26 3/4" Crushed Ornamental Rock, Item SP 25007 28 Ease(P)•• W 28 Ease (P) W W • • I� � � , , �, _ �� �„ I N i 32 Inlet Catch Basin Type III Item 602.4.1 .G.1 • II EG EG E EG �W W� IVI P 33 MSE Retaining Wall and Fence, See Retaining Wall Plans - - - Ems` EP EP EP I 73\ 03 x 02 52 Sheets 40, 41 , & 42, Item SSP 20114 02 � 50 0 11.18 32 87 01 33 80 +36. 01 I 06 48 37 12" PVC - C900, Item 601 .4.1 .A.05.12A 68 Paved Access Road - 5 2.63L . 42.63'Lt. 0 Unpaved +43.47 �x 06 Residential See Sheet 37 01 ' Chaic link/• 45.16'Lt 33 80 90 01 U paved y 42. Lt. ( ) -E R �� - - W TZ° - - �P �� - EP R �P - �� ••• I 2.1 h 01 40 602.411 .E 1a. t048 orm Drain Catch Manhole, Item v R W - R/�IP - - E� -�P - - EP R - 10' 37 01 C5.W2 97 02 Grass 83 +19.05 05 01 01 � 01 Rock & 41 Catch Basin - Type I, Item 602.4.1 .F.1 +76.18 25.00'Lt. ock Conc. Pavers 1 01 26.50'Lt. - - - - 2Q 25 00 00 83 - -�- - 46 Adjust Monitoring Well To Grade, Item SSP 29112 t I F C5Qtj .W1 - _ _ 48 Connect New Pipe to Existing Structure, Incidental To 26.5 t. I 27 0 Lt. �HPicket Fenc Ga{� is - - OHP 0 P - OHP - - - X F 0 Item 601 .4.1 .A.05.12A x 32 - --- -- - -- -#�9.6 Fence-� Asphalt- - -- - - OHP HP C4.W OHP d -- - - z + 18' 37 P 06 24.00 Lt. �. F3 - 14 37 D� P ;g F3 0 ,> 40 P ailb P 01 box Foc 06 Fo c FP 09 0 0 0 50 12 Dial. Gravity Irrigation Slide & Gate Type C-8, Item a- N 05 s d3 01 d3 d3 d3 d3 F - d3 01 d3 �� d3 17 06 F3 d3 41 d3 +75.02 d3 37 d3 d3 15 +0 602.4.1 .K.1 .12B SEE o 0 C5 -� -� -� -� -� -� -� -� _� _� _� _3 _� _� _� _� _� O _� _� Qg_� II� 26 W +87.05 N 52 Standard Irrigation Box - Size 4'x4' O.D., Item BRIDGE xW 01 Asphalt 24+00 01 07 _ 07 25+00 N00°32'54"E 26+00 C4 27+�Ohalt 40 602.4.1 .M.1 .B Cn PLANS x W W 37 05 37 25' 0 01o'Rt +54.19 C 53 12" RCP, Irrigation Pipe, Item 601 .4.1 .A.01 .12A 'Cl- J 37 29' � w 12" PVC w w w - 75 Typ. J 0 36 I I oo w 12 Pvc w 66 Gravel Driveway - Irrigation Pump Station Access; See N ° 32 EP - EP EP 17 _ Y 9 P 1 x +3 .00 +76.16 24 0'Rt. EP EP EP EP EP EP - EP EP 41 EP 12EP �53���I� _ 0 Sheets 35 & 36 and Typical Roadway Section 12 Sheet 0 02 02 00 Rt. 26.50'Rt. EP EP EP 11 o W 24.00'Rt. w C5.E1 °' C4.E 01 G W N 68 Paved Access Road - Residential; See Sheet 37 and 06 +18.0 - - - - - - - - - - - - - Typical Roadway Section 14 Sheet 11 g 26. R . CI5.E2 97 02 83 25 00'Rt w 1 1 18' 4 3 20 +75.0020" A VA A A - 25.00'Rt. 73 GSI Topsoil, Item SP 25050.1 Gras slll 83 75 Landscape Areas, See Landscape Plans And Details Al & 0 37 10' 90 { 46 02 A3 Sheet 39 87 32 w N 02 33 80 08 10 12 66 Gravel Driveway - Pump I�I 33 80 80 Bicycle Railing Type 2, See Sheet 44, Item SP 20109 = P Access (See Sheet 35-36) Combination Pedestrian Wall, See Sheet 43, Item SSP 08 10 12 20105.A Z .L O3 g 3pi�s• •••..• ••• W•• ••t•••••i••i•i••i••�••03 3i••i••i•i••i••i••, •i•i•• O� y �3 y ` 3 '�• ••• ••••••••••• ••• ••••••• • ••• ••••• •••••••• ••••••.• •.•••••.••�.•..•«.•••••• .••. '.u'.w•.aY..�f..00 �3 • 0 03 86 Remove & Reset Chainlink Fence To Be Removed By o ••• � ••• 04 48 • i �d••�••i••i�Waaarti w•••v• O a 175 53 08 10 12 •; `� Contractor Post Construction ao B&11 '• : - - �/d Ease(P) 00� x J I GWL @ • ; ® _ �/ 2.2(E) 58.76 87 ADA Compliant Grating Or Manhole Cover N a 2585.941 e. �/ - - ' m 04 - �/d - _ x x _X - - d - o x- - � 90 Multi-Use Pathway to Bridge Approach Transition Detail, W g '.�••1c••�••.' _ _ ��/d - �,/d - --_-� --- - d 03 See Detail Al Sheet 38 Incidental -�� ---- " 03 97 Conduit Junction Box o_I x � II 48 04 - _ _ - - -_�--- -�-- x W 1 .4(E)- __ _ -___ - --- inn III 98 Hydro Seeding As Required, Item SSP 29060 CD � ce x� K is o OI p x P ° �I � tin X BENCH MARKS : Q J Irr ® h c� x Box VV z 1 + X x x� B #23+13.38, 100 2' Rt. 4431 Sta. cn Irrigation Parcel w g I 1 � N: 703120.34 �I Pump Station ® z 03 xl Parcel I Parcel 1047 E: 2449395.61 o I ® / x 1089 Parcel erosin Family Elev: 2600.60 � Parcel 6 Parcel 1075 r st 05 03 2021 0 20 40 60 x 0 ® c II Kimball G&L Fami Christina Na mabadi 1061 / / z 0 1131 Estate Trust Lynn C Olson 5464350430 Parcel fi 158 � x Parcel R5464350450 z Horizon HOA Inc Mar A Riggs Andrew C Linn I 1117 1103 R5464350460 Revocable Trust Plan Scale a R5464350390 R5464350490 Benny R Poole R546350440 7 3 464350500 R5464350480 I Camy LLC 7 5 O x J � R5464350470 76 4 �/ 8 0 \ ° \\\� \ 0 a 8 \ o fi \ Ld KELLER x I 0 \ O I II 0 S\0 NA LF 1 O�� GAS T NC w T3N R1 W Sect 13 0 4-< J O N 0 E OF N Revisions: Design By: J. Thornton Date: 1/2024 Drawn By: A. Corley Date: 01/2024 Survey By: A. Hafen Date: 09/2022 G R CAR �p AcFw Ada County Highway District 3775 Adams Street, Boise, Idaho, 83714 Project Number: 522038 Project Name: Linder Rd, Overland Rd To Franklin Rd Sheet 16 of 101 � ffi- www.achdidaho.org 23+00 24+00 25+00 26+00 27+00 28+00 800.00' Vertical Curve 43 PVI Sto 22+00.00 cv + PVI Elev. 2636.50 2628 N J 80.00' K=80.00 181 .00' N 2628 + CD o _____ Vertical Curve CL Grade Vertical Curve N N o PVI Sta 23+79.00 PVI Sta 25+09.50 N PVI Elev.2624.58 PVI Elev.2620.99 Lnn w K=67.99 Co K=80.47 2626 j ro Right & Left TBC _ N J Right & Left TBC a_ � 0 (0-02626 N O -1.60q 1.40% 41 > N w �, o 0 2624 0 2624 GB Sta.23+24 0 o + C° TBC Elev. 2625.00 cfl Offset 27.00' Lt. & Rt. Design Grade N N ® CL Begin Sta.23+19 41 V) TBC Elev. 2625.08 L`' 12622 offset 27.00'Lt. & Rt. 5 26221 LJ 12620 2620 o - � Sta. 23+23.00 + N o Area Drain C5.W2, 38.17' Lt. TBC LT. & Rt. N 5 - Rim Elev. 2624.79 a N a) 12618 12" Dia. Inv. 2621 .99' (E) U) w 2618 4- Sta. 23+23.00 a_ 0 Catch Basin C5.W1 , 26.00' Lt. GB/PI Sta.26+75.02 a Rim Elev. 2625.03 12„ TBC Elev. 2612.73 0 12" Dia. Inv. 2621 .95' (W) SD 3 Offset 24.00'Lt. & Rt. N © 3 62q �F 2 61 6 2616 12" Dia. Inv. 2621 .95' (E) N Sta. 23+23.00 Catch MH C5, 5.50' Lt. �SDOg N Rim Elev. 2625.44 12" Dia. Inv. 2621 .89' (W) 2614 12" Dia. Inv. 2621 .89' E Begin Island 2614 ( ) POC Sta.27+20.35 z 12" Dia. Inv. 2621 .79' (N) TBC Elev. 2611 .02 �s Offset 0' Rt. Sta. 23+23.00 Mpg Catch Basin C5.E1 , 26.00' Rt. PC Sta.27+20.51 Rim Elev. 2625.03 TBC Elev. 2610.96 1 12" Dia. Inv. 2621 .96' (E) Offset 0.17 Lt. & Rt. 2 612 0 12" Dia. Inv. 2621 .96' (W) N Sta. 23+23.00 Area Drain C5.E2, 38.17' Rt. 2610 Rim Elev. 2624.79 2610 Q 12 Dia. Inv. 2621 .99 (W) �s TBC Median Curb �9g �s 099 Lt. & Rt. �S�99 ° ° 12608 4 2608 Sta. 26+60.00 4-1 o Catch Basin C4.W, 22.50' Lt. Rim Elev. 2613.03 12" Dia. Inv. 2609.65' (E) N 2606 Sta. 26+60.00 2606 --�- Catch Basin C4.E, 22.50' Rt. Rim Elev. 2613.03 12" Dia. Inv. 2609.65' (W) a Sta. 26+60.00 0 2 6 0 4 Sta. 23+14.99 Catch MH C4, 5.50' Lt. 2604 N 4'x4' I.D. Irrig Box 1 .3 Rim Elev. 2613.39 _0 75.63' Lt. 12" Dia. Inv. 2609.60' (S) 0° Rim Elev. 2601 .36 12" Dia. Inv. 2609.50' (N) zr 12" Dia. Inv. 2598.10' (N) Sta. 25+46.51 12" Dia. Inv. 2609.60' (W) ni 2602 I 12" Dia. Inv. 2598.10' (E) 3'x3' I.D. Irrig Box 1 .2 12" Dia. Inv. 2609.60' (E) 2602 12" Dia. Inv. 2598.72' (W) 75.63' Lt. Rim Elev. 2598.35 Exist. Sta. 27+27.94 - 12" Dia. Inv. 2596.00' (W) 4'x4' I.D. Irrig Box 2.2(E) 12" Dia. Inv. 2596.00' (S) 75.03' Rt. Rim Elev. 2598.99 a 2600 12" Dia. Inv. 2595.49' (W) Sta. ,27+49.36 2600 4 x4 I.D. Irrig Box 2.1 18" Dia. Inv. 2592.92' (N) 47.72' Lt. Existin Grade 18" Dia. Inv. 2593.02' (S) 9 Rim Elev. 2597.56 ® CL 12" Dia. Inv. 2594.66' (E) 12" Dia. Inv. 2594.40' (W) 0 20 40 60 2598 2598 -- J 12" Irr 228 LF z ® 0.917 Plan Scale I 2596 Exist. Sta. 23+17.41 12" Irr 121 LF 2596 KELLER 0 10'x6' I.D. Irrig Box 1 .4(E) ® 0.67� 107.48' Rt. Rim Elev. 2602.77 0 12" Dia. Inv. 2599.23' (W) \oNAL 18" Dia. Inv. 2596.40' N 2594 N 4�� G\sT of a 7 ZMEN �C J N 0E OF��P •�Q' Revisions: Design By: J. Thornton Date: 1/2024 Drawn By: A. Corley Date: 01/2024 Survey By: A. Hafen Date: 09/2022 (� R C,AAcm AR P Ada County Highway District• 3775 Adams Street, Boise, Idaho, 83714 Project Number: 522038 Project Name: Linder Rd, Overland Rd To Franklin Rd Sheet 17 of 101 www.achdidaho.org N O T E S o �\ ��� x x X T3N R1W Sect 14 x_ x 01 Removal of Obstructions, Item 201 .4.1 .C.1 0 02 Remove Tree (6"+), Item SSP 29093 o x x 03 Trim Tree, Item SSP 29090 x O 04 Retain & Protect x • O Verbena Stormwater Basin - Rough 05 Reference and Reset Monuments, Item 2020.4.1 .F.1 x x Grade To Within 6" Of Final Grade - O x See Landscape Plans For Details 06 Remove Fence I x 03 (Not In This Set) ' Ox 4' 53 04 1 x� x 04 08 Remove & Reset Sprinkler System, Item SSP 29101 ° d - �/x x o 53 53 4' x x x x x X- 09 Remove & Salvage Roadside Sign, Item 1135.01 .06 • x x x x u - L x- x x / . -(TYP 2) 50 52 - � x x x •.•..•• •• ..�.. x .•-��x x 0 x x ��/Xd �� •� � ����������•..••.������� ��...•• ••.. - - - - - - - - - 3.1 10 Sod Repair, Item SSP 29064 Possible xistin age Field •'•0 x 3.2 �--� -2595�--` ��-� � Septi �arce 2594 52 50 (Typ 2) �J 12 4" Topsoil, Item SSP 25050 & Incidental To Item SSP x Tank �'� 5 2593 29064 Ad o y way District 2592 06 ossible Existing Drainage f R7 2 40 - _ _ - _ - - - - - - 14 Sawcut Incidental To Project, Incidental To Item x W VERBENA DR I - - - 814.4.1 .A.1 X / 2592 15 Mountable Vertical Curb (No Gutter), Item 706.4.1 .A.3 See Sheet 34 �I �� 2 9 F � / 2590 2590 17 Standard 6-Inch Vertical Curb & Gutter, Item 706.4.1 .A.5 x x Un�ved Ex ( )EP �rdsh Ep x 02 // I 18 3-Inch Rolled Curb & Gutter, Item 706.4.1 .A.1 Dri eway 10, Utility 259� Easement x 5' Utility 20 Concrete Sidewalks, Thickness 5", Item 706.4.1 .E.1 .5 \ 5' Utility Easement Easement Ex Transition From 6" Vertical Curb to 3" Rolled Curb Reference Landscape Plans For - - x \ _ _ _ Stormwater Swale Details =� 53 \ - - - 2592 73 22 Concrete Driveway Approach, Item 706.4.1 .F.1 (Not In This Set) / 2593 10 Utility _02 _ x ' i y Easement Ex 24 Pedestrian Ramp w/Detectable Warning Domes, Type C, 01 73 - -80 33 � 02 x 2594 - _ Item 706.4.1 .H.1 .C.C3 I 25 •..•..t.♦••• 0•-�•�� 25950� � 0 0 0 0 0 06 O Pedestrian Ramp w/Detectable Warning Domes, Type G, X 24 '.. x ••••.••••.•.•........ ..........•............... Grass � Grass Item 706.4.1 .H.1 .G.G R 20 63 `30' / 01 I 26 3/4" Crushed Ornamental Rock, Item SP 25007 x - 01 x +04.57 20 +74.58 000 000 _ +44.58 Typ. 26 01 Un ave 24 Irr 33 MSE Retaining Wall and Fence, See Retaining Wall Plans I Driveway P Box Sheets 40, 41 , & 42, Item SSP 20114 I x o000000000 o x02-- x x 8il�Fx -x- x P/L x X - P/L P/L C3.W - - 26 P/L - P/L ��011npa P/L -Ditch P L - - P L - - w 83 Gate - � / / P/L = x P/L - - P L 37 12" PVC - C900, Item 601 .4.1 .A.05.12A �c OHP x4 Wire ence / x X z O HP 41 OH Drivewa 25 x O c� OH x a- m + Fp 01 17 01 UP 17 75 Typ. Sign 09 0 0 40 48" Dia. Storm Drain Catch Manhole, Item F3 Fo - 37 20 Foc Foc o Foc oc FO E o L 602.4.1 .E.1 .048 0) + - EP EP EP EP E < �, EP EFL EP 37 26 + � 26 _ P C3 Mail o� 01 37 40 c EP Foc 15 EP N ao N o R1 3 ' -� -�9+00 -� 01 3�+ -� -� F3 -� -� -� -� _� O 3'6 fit' +09.83 P +79.57 41 Catch Basin - Type I, Item 602.4.1 .F.1 o +59.02 37 40 / N00°32 54 E 31 +00 C2 48 Connect New Pipe to Existing Structure, Incidental To 3.26'Lt. Asphalt / +76.98 Item 601 .4.1 .A.05.12A N - +2319 15 S LINDER ROAD o C 75 +Ys;9P7 w w 31 ' 37 w �� w R1 w w 12" P w J 50 12" Dia. Gravity Irrigation Slide & Gate Type C-8, Item LO / _ +44.57 _ 602.4.1 .K.1 .12B o O G EP E E� EP G EP EP EP G EP EP G G TYP 75 G 01 O N 17 EP EP EP a +00.02 W 21 41 P / G W EP 17 EP EP a� 52 Standard Irrigation Box - Size 4'x4' O.D., Item Cf) 27.50'Rt. 83 +39.85 26 FA / 24 25 TYP 75 °�3Well Monitoring 09 No 602.4.1 .M.1 .B W 30.50'Rt. F9 Sign Beacon o g s 85 4 Sign 06 53 12" RCP, Irrigation Pipe, Item 601 .4.1 .A.01 .12A C3.E ,rases / 09 +09.58 �, 20 20' // +79.57 63 QuadGuard M10 Crash Cushion, Install Per Manufacturer's 00 / 05 20 +39.58 01 School Recommendations 00 00 00 vi / R301L Flasher Combination Signal & 00 0000 w 22 + 4 W W R30 I o W Fo oc • • •• • F c 65 Advanced School Zone Warning, g _ - - d - - d - - - W W Luminair Pole, See Signal Plans, Item 1131 .01 .01 80 33 Gravel Dr' eway Pump 66 d Z Ac ess (S e Sheet 35-36) - ® ® �/d ; +85.09 y ® T a _ _ �/d d 02 W• r 59.74'Rt. 21 W +54.26 +70.50 ® ® Yp• 26 65 66 Gravel Driveway - Irrigation Pump Station Access; See 01 � C 54.73'Rt. 48.00'Rt. 08 10 12 01 Sheets 35 & 36 and Typical Roadway Section 12 Sheet a - -,/d 03 03 02 •' S W +51.09 11 ••,•• ••'•••�•••`�'.• W W W 41 W W W W W W W .' S' W W ..•.•••. ...•••••• "••Ease(P) • ••••'ti.� Sign 8c• g 20 18 W • 12408t 10 0 W W O 03 03 73 GSI Topsoil, Item SP 25050.1 N 02 10 08 12 - 02 --- --- '.; ec •� Rock 01 18 �• 0 0 41 X 75 Landscape Areas, See Landscape Plans And Details Al & mx_ - - x x e8.9_ t• , • • • Bo w 01 Grass A3 Sheet 39 p (n Par - a W 20 Vinyl Fence �� Z o + ® -. - - n - 80 Bicycle Railing Type 2, See Sheet 45, Item SP 20109 g 03 80.0 Rt. m +51.09 + O of X 6 g B u RSorizo 900 Inc 80 05'Rt 04 4.14') 14 4.00' 86.00'Rt. X / 9Combination Pedestrian Wall, See Sheet 44, Item SSP Z 04 48 85.09 Q 042 20105.A CD3.3(E) 74'Rt. 04 27 a ' 85 Pedestrian Ram w Detectable Warninge H1 , 08 10 12 Q o ar el woe O Item 706.4.1 .H.p.H.H1 Domes, Type j o Z x o �j �, w Blarizan HOA Inc �,��, BENCH MARKS : 0 X R5464350010 6�/ Z II I W #156 _19.09/ 48 01r,nRRod No Cap Parcel t. c, > \ X N: 703826.60 1-1 \\� 1 110331 Parcel Parcel Derek Giles \ x 1019 \ 1005 \ Parcel 6 Parcel E: 2449350.16 0 20 40 60 z R5464350420 Fernando Jacuinde Cheryl J Crowley 955 937 6 6 Elev: 2597.65 Y ' x + Thomas M Weber & Susan \ \ Q R5464350410 R5464350400 I / \ Caleb Cook Plan Scale 7 2 +� Par el 6 g A Living Trust R5464350050 0 7 1 7 O 0 1 5 O \+ R546435 040 \ \ x ® Gin D roman 643 \ x o \ X ■ � 4 w 0 I \ I S\O NA L Fey T3N R1 W Sect 13 0 C. J OZ. N O E OF�OP��Q N Revisions: Design By: J. Thornton Date: 1/2024 Drawn By: A. Corley Date: 01/2024 Survey By: A. Hafen Date: 09/2022 G R CAR �p AcFw Ada County Highway District3775 Adams Street, Boise, Idaho, 83714 Project Number: 522038 Project Name: Linder Rd, Overland Rd To Franklin Rd Sheet 18 of 101 � ffi- www.achdidaho.org 28+00 29 +00 30+00 31 +00 32+00 33+00 111201.6111 � � � � � � � � � � � � 111 III fill III IIIIIIIIIIIIIIIIIIIIII fill 11111111IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIII111111111111C Vertical Curve _- PVI Sta 28+78.36 � PVI KIe6.�2302.44 2612 = _- 2 612 ~ --GB/PI Sta.28+00.04 Right & Left TBC TBC Elev. 2606.91 Offset 3.67'Lt. & Rt. 12610 - 2610 � GB/PI Sta.28+38.97 TBC Elev. 2604.99 - rn Offset 3.67'Lt. & Rt. - 0 J GB Sta.28+49.73 + C°o TBC Elev. 2604.56 68.08' 2608 oo Offset O'Rt. Vertical Curve _- 2608 N PC Sta.28+57.91 `6 > o' PVI Sto 31 +03.87 a, r � w TBC Elev. 2604.17 PT Sta.29+98.59- PVI Elev.2596.93 - U U .� Offset 2.86'Lt. 000 TBC Elev. 2597.81 K=70.00 - LU o rEnd Island c6 o J Offset 59.50'Lt. Right & Left TBC 2606 �s o POC Sta.28+58.19 + N 2606 �0 TBC Elev. 2604.10 N ai PT Sta.29+97.90- 4 9 0 TBC Elev. 2597.93 ro O - 9g Offset 3.25'Lt. w CO � a) Offset 59.50 Rt. r. - - TBC Median Curb U ,(n CO rn_��Lt. & Rt. a- m o o N Ln 2604 -3.68% o Q) N 2604 PT Sta.29+96.05 - -4.91% TBC Elev. 2598.40 U) w a - Offset 59.50'Lt. > m 1 �2 S TBC LT. & Rt. PC Sta.29+68.59 a- P U - TBC Elev. 2599.56 _ 2602 ® �39g �F Off set 29.50'Lt. rPC Sta.30+39.59 - 2602 TBC Elev. 2597.80 - Offset 59.50'Lt. - o af CPC Sta.30+39.83 PC Sta.31 +77.81 N �=GB Sta.28+00.02 TBC Elev. 2597.75 _ ao TBC Elev. 2597.18 o ;� TBC Elev. 2606.37 -4.27% Offset 59.50'Rt. °' � 2600 , � cri J Offset 3.25 Rt. 2600 Offset 29.50 Lt. & Rt. -2.67% End Sta.30+39.83 rn N -3.07% TBC Elev. 2597.61 + N o PC Sta.31 +78.23 - PC Sta.29+67.90 Offset 84.07 Rt. r7 a; TBC Elev. 2597.15 TBC Elev. 2599.40 -4.80% N Offset 3.67 Rt.41 _ z Existing Grade _ffset 29.50'Rt. N a ® CIL _ U 2598 ;� _ 3.11% - °�° p TBC Median Curb 2598 T ►� Lt. & Rt. _ -1.97% -0.55% 1 -0.43% t -0.69% `-0.73% -0.43% N 2596 Ex E Ec 2596 PO !� EX NG EX FO � LJLO 1-4- 1 - 12 SO 192 LF 12" I rr 5 LF - 1 659' @ 0.45% Sta. 29+66.41 12'�,rp.22� LF o 12" Irr -� 2594 Catch Basin C3.W, 28.00' Lt. _ 0 161 LF 2594 g !� Rim Elev. 2599.17 @ 0.17% 12" Dia. Inv. 2596.12' (E) - Sta. 29+66.41 a- - Catch MH C3, 5.50' Lt. End Sta.29+97.90 N 2592 Rim Elev. 2599.64 TBC Elev. 2597.41 2592 L] 12 Dia. Inv. 2596.06 (S) Offset 84.50'Rt. _ 12" Dia. Inv. 2596.06' (N) - LoUi 12" Dia. Inv. 2596.06' (W) _ L 12" Dia. Inv. 2596.06' (E) Sta. 32+02.26 o �_ Sta. 31 +62.53- , 2590 ;- Sta. 29+66.40 - Sta. 30+37.12 Catch MH C2, 5.50' Lt. 4 5. I.D. Irrig Box 3.1 2590 Q Catch Basin C3.E, 28.00' Rt. Exist. Sta. 29+85.56 4'x4' I.D. Irrig Box 3.2 Rim Elev. 2596.70 125.00 Lt. Rim Elev. 2599.17 Rim Elev. 2595.58 - < 4'x4' I.D. Irri Box 3.3E 125.00 Lt. 12 Dia. Inv. 2592.82 (S) g ( ) 12" Dia. Inv. 2593.42' (S) o � 12 Dia. Inv. 2596.12 (W) � Rim Elev. 2597.19 12 Dia. Inv. 2592.72 (N) - 76.86 Rt. 12" Dia. Inv. 2593.42' (W) N Rim Elev. 2599.57 12 Dia. Inv. 2593.70 (E) m 2588 �� 12 Dia. Inv. 2594.16� (W) 12" Dia. Inv. 2594.70' (W) 12" Dia. Inv. 2593.34' (N) 2588 M 18 Dia. Inv. 2591 .62 (S) 12" Dia. Inv. 2593.70' (N) r 0 2586 ;� 2586 Ld o U 0 2584 2584 U - - 0 20 40 60 z - J - z 2582 = 2582 Plan scale Q O - 8 2580 = 2580 w o 5s\O NA LF 0 G\S T C m o �o = J NE OF\� P�Q' o N Revisions: Design By: J. Thornton Date: 1/2024 Drawn By: A. Corley Date: 01/2024 Survey By: A. Hafen Date: 09/2022 (� R CAS Ada County Highway District• 377-9 Adams Street, Boise, Idaho, 83714 Project Number: 522038 Project Name: Linder Rd, Overland Rd To Franklin Rd Sheet 19 of 101 ,AAcmwww.achdidaho.org N O T E S X O w Q 01 Removal of Obstructions, Item 201 .4.1 .C.1 xx 02 Remove Tree (6"+), Item SSP 29093 x 03 Trim Tree, Item SSP 29090 w i 04 Retain & Protect Sew 05 Reference and Reset Monuments, Item 2020.4.1 .F.1 I x 14 X T3N R1 W Sect 14 06 Remove Fence Ix \ o I I 08 Remove & Reset Sprinkler System, Item SSP 29101 \ o mw I 09 Remove & Salvage Roadside Sign, Item 1135.01 .06 x O 0 XP/L I I • 10 Sod Repair, Item SSP 29064 x o f I Adjust Manhole To Grade Item 2030.4.1 .A.1 I x o � I O � , x O I Z 12 4" Topsoil, Item SSP 25050 & Incidental To Item SSP L wl 29064 x Verbena Stormwater Basin - Rough ❑ Grade To Within 6" Of Final Grade - I J r 13 Abandon Existing Domestic Well, Item SSP 06007 x x x 03 x x0 I See Landscape Plans For Details 03 Parcel 14 Sawcut Incidental To Project, Incidental To Item " (Not In This Set) I Q o 798 O 814.4.1 .A.1 I Z 0 X x /�X x �x X x x x - x I / D N K N Trust 08/1 0/201 8 J� X L I R7594510010 15 Mountable Vertical Curb (No Gutter), Item 706.4.1 .A.3 03 10 Utility �` x I x -� 03 Easement (Ex) I 17 Standard 6-Inch Vertical Curb & Gutter, Item 706.4.1 .A.5 Field I m 88 " 02 2593- -� 00 0 20 Concrete Sidewalks, Thickness 5 , Item 706.4.1 .E.1 .5 116' - 01 592 24 Pedestrian Ramp w/Detectable Warning Domes, Type C, 2593 01 13 w I \\\ r Item 706.4.1 .H.1 .C.C3 Tan tic 02 02 \ \ I I 25 Pedestrian Ramp w/Detectable Warning Domes, Type G, 2591 I I Item 706.4.1 .H.1 .G.G � 2593 Stormwater Basin n, ` a x High Water 2591 .70 \ II -0 = o 6" a 2592 P el 6 s Basin Bot. 2591 .10 o IC 26 3/4" Crushed Ornamental Rock, Item SP 25007 2591 Paola A Silva I 14 04 I 37 12" PVC - C900, Item 601 .4.1 .A.05.12A x 2592 I $-- N R7192800010 2593 w L_ - _ W [53.69'Lt.O 2590 01 204048 Dia. Storm Drain Catch Manhole, Item ; ACHD Sidewalk 602.4.1 .E.1 .048 u o I f 01 Easement (Ex) N _ _ 2591 _ _ _ _ _ _ 73 06 - _ _ / ;� 017 "AS +65.55 41 Catch Basin - Type I, Item 602.4.1 .F.1 10' Utility /06 •" a O 05 48.00'Lt. 08 10 12001 X Easement (Ex) Driveway 01 2593 ; 17 62 Pedestrian Hybrid Beacon, See Signal Plans, Item _ I • " • 1131 .01 .01 z - L• = 13 ••.•.•••'• W 01 • ••: 6' Gas O1 62 „ a- ••••••••••••••••• �••Tii'ri . ..... . ... ................... .......... ........• ••0•••••••••••••••••••••G•ras�••• 000000•• • •• 0 73 GSI Topsoil, Item SP 25050.1 Grass Grass Lightumw - 20 yp. x o FO 20 75 Landscape Areas, See Landscape Plans And Details Al & x 26 T °° A3 Sheet 39 +16.81 v� +54.58 02 +24.59 35' 37 F-W 26 24 0 24 N 26 Typ. 76 Gravity Retaining Wall - Cut, See Detail Al Sheet 39, I a - °i o Item SP 20113 _ _ J _ _ w P/L 4'�ire Fence P/L - - prPew yPA - - P/L - - P/L - C1 .W + 05 P C6.W Q0 88 Widen Roadway, Place 2.5" Of Plant Mix pavement SP-3, 4' Wire Fence Si W 0 12" cMP OH OHP 12„ CMP TYP 75 HP X X X g 41 25 Over 6" Of Crushed Aggregate For Base Type 1 And 18" w o o - 02 - - 17 P- 12" 09 > Iq 0 C 06 02 F c 41 FOC Ol 37 21 ' oC Of 6" Minus Uncrushed Aggregate Subbase Gate & Foc o o o) M F EP FOC37 EP 01 Pi e - FOC ai ox c OC C FWC p 0 r7 FOC +49.57 FOC p - EP FOC +19.58 E 01 Pipe F3 EP P EP EP P EP 37 2Q'� 01 09 37 -3 F3 + rn g Foc 01 FOc FOC 01 C6 40 37 M c� d 2'54"E 00 NO 3 36+00 + C1 _ 05 N00`3 1 °`12'° 7 4-1 N +70.00 40 Sew g" S + 5.48 c o -+14.57 12" PVC- +54.33 R1 ' 0.00't. S LI N D E R ROAD G 1 1 F9 37 0.00'Lt. 00260o C +84.57 vi 75 Typ. w s' w - - UJ 0 0 26 w 31 ' - - w EP EP EP G 15 EP EP G EP0 00 EP EP W 01 Q G 15 N 30' 37 g o Typ. 75 17 41 01 EP e 41 cure N n 00 P 25 0 � C1 .E 0. u7 a C6.E r a ` ra +49.60 . N0 +89.61�C FOC 4 " Typ. 26 +19.61 20 FOB +59.59 Foc +29.60 z Foc 02 pg 02 62 26 T yp- d W W y W W y y - - - - - - - � d - ��... LAie, .,........ . . - BENCH MARKS : z ® 01 Grass ® IId W W IV W _ W 01 +83.46 24" 05 ' Ease T W BM #159 - 5/8" Iron Rod 4431 0 08 10 12 52.07'Rt. vs ® 76 � +92.38 Sta. 36+37.22, 48.0' Rt. j e�� 1.02 +37.2 9.58 0.00'Rt. 14 20 8.00'Rt Be In N: 704444.62 o cel "+ t. g .50'Rt. 4„+3 ,2 6' Vin I ence X 38 E: 2449356.01 tail 52. Rt. Blue i o 0 c w + 4.42 +69• Elev: 2595.45 11 61 58 3'Rt. 50.00'Rt. " N 464350010 08 10 12 02 BM #168 - 1/2 Iron Rod 11334 o x- 03 6' vinyl F nce 20' Landscape \\ Sta. 36+37.85, 152.9' Lt. 0 03 x - - - - Easement E \ N: 704447.19 o - - E: 2449155.17 of 0 20 Elev: 2593.95 40 60 z p Y Plan Scale x 3 Grass o O � o ■ o Parcel 6 5 Parcel 6 4 �O 6 2 Parcel 61 Parcel Parcel Parcel 600 0 g 881 855 823 0 1547 w Brittany Howard As ley Janellen Pen zer X Devin X Breining Terence R Johnson O Blue Horizon HOA Inc o R5464350060 R5464350070 y V R5464350010 Sherri Hasting Q \ V R5464350080 R5464350090 y I R5135410340 �S\oNAL F/y T3N R1 W Sect 13 ��G,ST J O N O E OF N Revisions: Design By: J. Thornton Date: 1/2024 Drawn By: A. Corley Date: 01/2024 Survey By: A. Hafen Date: 09/2022 G R CAR ��ACl•1D Ada County Highway District 3775 Adams Street, Boise, Idaho, 83714 Project Number: 522038 Project Name: Linder Rd, Overland Rd To Franklin Rd Sheet 20 of 101 www.achdidaho.org 33+00 34+00 35+00 36+00 37+00 � IIIII III III � � � III � � � III III IIII11111111 1 1 111 IL 2606 = 2606 1 14.08' 2604 Vertical Curve — 2604 PVI Sta 36+57.04 — PVI Elev.2594.55 = K=129.27 — Right TBC 2602 - 2602 59.05' Vertical Curve:: — PVI Sta 36+90.47 PC Sta.36+30.96 _ PVI Elev. 2594.69 BC Elev. 2594.53 K= 3 2600 Offset 59.63'Lt. Left TBC — 2600 End Sta.35+94.10 End Sta.36+31 .02— _ TBC Elev. 2594.26 BC Elev. 2594.44 — POC Sta.34+65.50 Offset 75.02'Lt. _ � Offset 75.18 Lt. � ao _ TBC Elev. 2595.92 Q, ca _ 2598 [Offset 3.67' Lt & Rt. PT Sta.35+94.03 6 J = 2598 TBC Elev. 2594.35 C° Ln Ln PC Sta.34+69.17 Offset 59.38'Lt. C:) �Cq r N o — TBC Elev. 2595.99 N — TBC Median Curb Offset 0' Rt. PC Sta.35+64.03— (0 N o Cn w — _ —0.43% Lt. & t. TBC Elev. 2594.95 "' > c) c) N — 2596 Offset 29.5'Lt. n w m o = 2596 — TBC LT. & Rt. c) C) — m O - N � — N 2594 1 .28% - 2594 r AExisting Grade —0.51% 0.53% _ ® CL 0.55% � -- EX NG� EX F0� EX FO 12" SD 396 LF EX FO —� 12" SD 89 LF f IIII w —1 z ® 0.22% EX NG EX E�LEC It 2 % J] 2592 ® . i 1 ---� 2592 2590 r - 2590 Sta. 35+62.54 — Exist 10" W = "' Catch Basin C1 .W, 28.00' Lt. —_ Rim Elev. 2594.51 0 N 12" Dia. Inv. 2591.79' (E) 2588 12" Dia. Inv. 2591 .79' (W) - 2588 U) Sta. 36+55.44— 1 g Sta. 35+62.53 _ Catch Basin C6.E, 28.00' Rt. _ Catch MH C 1, 5.50' Lt. Rim Elev. 2594.23 Exist — Rim Elev. 2594.98 12" Dia. Inv. 2592.23' (W) Sanitary 0 12" Dia. Inv. 2591 .84' (W) = 2586 12" Dia. Inv. 2591 .84' (E) Sta. 36+55.42 sewer = 2586 — w 12 Dia. Inv. 2591 .84 MH C6, 5.50' Lt. (S) Catch Rim Elev. 2594.70 _ N 12�� Dia. Inv. 2591.84' (N) 12" Dia. Inv. 2592.15' (E) —_ J 12" Dia. Inv. 2592.15' (W) —_ Sta. 35+62.53 — 12" Dia. Inv. 2592.15' (N) _ Catch Basin C1 .E, 28.00 Rt. , 2584 r Rim Elev. 2594.51 12 Dia. Inv. 2592.05 (s) - 2584 12" Dia. Inv. 2591 .92' (W) Sta. 36+62.45 — _ o Catch Basin C6.W, 28.00' Lt. _ Rim Elev. 2594.24 N 2582 � 12" Dia. Inv. 2591 .24' (E) = 2582 0 (n Z g Q � — / w 2580 - 2580 0 14 I — o U W 2578 = 2578 0 U - - 0 20 40 60 J 2576 = 2576 Plan scale 0 KELLER s 2574 - 2574 w 0 5s\O NA L FN o a � �C �o = J N E of Revisions: Design By: J. Thornton Date: 1/2024 Drawn By: A. Corley Date: 01/2024 Survey By: A. Hafen Date: 09/2022 (� R CAR .,Ajwm Ada County Highway District 3775 Adams Street, Boise, Idaho, 83714 Project Number: 522038 Project Name: Linder Rd, Overland Rd To Franklin Rd Sheet 21 of 101 www.achdidaho.org T3N R1 W Sect 14 N \\ / \ Driveway 01 Removal of Obstructions, Item 201 .4.1 .C.1 NX V r Conc < 00 02 Remove Tree (6"+), Item SSP 29093 Driveway Driveway P/L P/L 03 Trim Tree, Item SSP 29090 E z 12 l�f ` o \ 04 Retain & Protect E�b 7Z4_ X__ 1_4 �� d \ 05 Reference and Reset Monuments, Item 2020.4.1 .F.1 x - �r�x - �c -� x - j0 U `j 06 Remove Fence \\ Parcel \\\\ _U Conc �\ 07 Remove & Reset Mailbox, Item SSP 25080 784 3 71 Driveway ° > Q O O Lee Family +°- Driv way d ° 08 Remove & Reset Sprinkler System, Item SSP 29101 04 25 2007 Parcel � C�: 0 \ � R7 94 10020 770 o Remove & Salvage Roadside Sign, Item 1 135.01 .06 Bradley K Simpson � � o ° to \ O \ R7594510030 � Q o \ Parcel 1 6 10 Sod Repair, Item SSP 29064 to 0 0o C t x T pe r Su division 1 1 Adjust Manhole To Grade, Item 2030.4.1 .A.1 r` om gown rs ° o ciation I c 12 4" Topsoil, Item SSP 25050 & Incidental To Item SSP E O P/L X -x_ -� - - JX \ ° R 182 0 ° P 29064 cb ° 12 \ < XX x = � Parcel " 3 1 1612 Parce I 13 Abandon Existing Domestic Well, Item SSP 06007 co Muhidin Aden ° 5.00' R7594510060 Tapestry Subdivision Parcel S+09.119` x 5.00' 04 +66.39 14 Sawcut Incidental To Project, Incidental To Item Conc ° \ 1 629 91.00'Lt. 814.4.1 .A.1 arce Homeowners14 Driveway Association Inc Dwight C Jensen 90.00' t. o U 10, Utility 775 \ R86182701 70 a - Easement (Ex) 17 Standard 6-Inch Vertical Curb & Gutter, Item 706.4.1 .A.5 Roundtree Place ° R8618270160 \ 20 v Q W a Homeowners Association 10' Utility 3 . 18 3-Inch Rolled Curb & Gutter, Item 706.4.1 .A.1 R7594510040 Easement (Ex) w° 18 18 W c 01 20 148 +77 39 +41.46 • .W 20 +66.39 20 Concrete Sidewalks, Thickness 5", Item 706.4.1 .E.1 .5 Asphalt 12. 8 01 59.53'Lt. +97.Lt 56.00'Lt. 0 51.00'Lt. O W M 21 Transition From 6" Vertical Curb to 3" Rolled Curb 03 59.00'Lt. 13.5 03 ACHD Sidewalk +98.39 s(1 9 3' ras 08 10 12 6' Vinyl Fence 5 .00' t. 05 6' Vinyl Fence 5+98.39 05 _ 03 - Easement (Ex) 56 L . 05 ACHD SidewalkO x - 11 Ease(T) P P i x - �� � 6-' Fences �/d 22 Concrete Driveway Approach, Item 706.4.1 .F.1 ® �97 63 -� 03 / / ��Lx- - � 04 Y Pp +90.8 01 00 Easement Ex Q 08 10 12 6" ra 01 48.00'Lt. +1 .53 0� ® ® 01 +77 41 08 1 0 12 +41.46 04 .00' 1 1 21 3' +88.2a ( ) 6 48 00'Lt. 6" G ss s' s" 1 s W i n 21 y Fo 01 24 Pedestrian Ramp w/Detectable Warning Domes, Type C, o ° 46.50 Lt 18" 50.50'Lt. P o ° 6 ° �-o-4' Ease(P - 06 05 w•• se 50.50Lt O - -f- _ 3 Ease(P) Og � � �/' Item 706.4.1 .H.1 .C.C3 - - - - s•rr• •• • �c••Yi••i••i••••• ••••yi•• • •i••i •�••4•• • •• • +64. 0 - •• 05 20 57.19 t. on W •. • 26 3/4" Crushed Ornamental Rock, Item SP 25007 Post Light 3 0 45.54'Lt. g + 1.4 one +34.58 03 +04.58 +74.58 20 ® +44.57 - - 65 46. 0 Lt. Post ° oo° 1 1 30 Concrete Repair, Item 706.4.1 .G.1 /d +14.57- �/d - - �/d °° 24 +90.02 26 ". 267�1�2�; 0 Gras')•5 1 2„ I Ll24 ' O � 37 PVC - C900, Item 601 .4.1 .A.05.12A 0 17 o 00 Typ 26 F3 �' School w 26 0 40 48" Dia. Storm Drain Catch Manhole, Item 0 602.4.1 .E.1 .048 01 Stum ° C8.W, o z 17 r ROC TYP - 75 05 Flasher p- Fo �, W F3 41 0 0 a Ep EP EP EP FOC°H HP OHP r7 00 O EP FOC EP FOC EP FOC C FOC EP Sin EP � 0) 37 01 40 G FOC FOC EP g F C FOC 05 FOC 0 corn D Catch Basin - Type I, Item 602.4.1 .F.1 F3 J 20 37 -12 l 1 P FO 37 EP P F3 G N N 48 Connect New Pipe to Existing Structure, Incidental To Ft C7 c �- �- �- F- F- E 05 E- �- �_ �_ 11 C8 O Item 601 .4.1 .A.05.12A N 05 Doc FOC FOC 39+00 Foc Nnn°.3�'17"F 40+00 ode 41 +00 �- �- E- ° o sew- F3 8" Se er sew Sew r;- 42 65 Advanced School Zone Warning, Combination Signal & J01 Asphalt W 11 S LIN ER ROAD FOC W F c 40oc Luminair Pole, See Signal Plans, Item 1131 .01 .01 -0--w c 12" Pvc p o w c w w C 11 01 J 75 Landscape Areas, See Landscape Plans And Details Al & In w w w 12" PVC w p p W01 17 07 22 C rb 17 N Curb 01 G Curb Typ. 75 Typ 26 Curb W o o A3 Sheet 39 0 76 Gravity Retaining Wall - Cut, See Detail Al Sheet 39, cv Y 9 g26 one 11• 01 01 C ncFTU • on 09 Old Fo tin 01 Conc. Typ 26 C nc 17 O Item SP 20113 cn r 'Rt. Footing sh 00 91 Relocate Light Post, Incidental 24 24 � 20 02 37 92' o G vel 92 Concrete Driveway Turnaround, Item 706.4.1 .G.1 +39.60 +09.60 Driveway +81.53 3 +49.60 3 o S bd Ove flow in 20 26�, 13 Aban ones well Dirt 02 48" +19.60 20 Brush 01 vi +89.58 w - w � 7 6 End /JN R/W + • �����- ° y �• y • - 24' , Begin 76 W W V V Y Y Y W W Y Y Y W W W V W W W W •• N ••• W P/� W W • C - W� W W•-~��-••• •W�/ Y T�-- �jL • ••• •• •••��-f•�' , . P L • •••• 000 g}a S' ' Fsjy • 3o W U •••••••••••• •• •• W W . y W W W W •Y 41 Z +13.61 5f Easell +8 8 5' Eas (T) 0100 go, U 09 4 _/ EndW 4' Ease(P)`47.50'Rt. 47.50 Rt. 24" +10.08 oe 05 52.50Rt. 17 +88. +14.61 30 08 10 12 +35.94 57. x x LO 0 +81.28 Q 1 17 +8 03 Cedar ence 03 C a Li t 52.00'Rt. � 20' Landscape +37.24 .80 t. x 12 10 08 03 ° 966641° 6' Vinyl Fence z 63.75'Rt. Gr 20 20 20' Landscape 2.50 28 91 ( ) x X P/ x - X x Lx x _ � P L x x- �x x I x_ - x P7_7 Z Easement (Ex) • 25 Ease T g r 14 +11.28 20 Landscape n 01 . Easement (Ex) in i W 48 01 2. 20 x10, 92 +s1 2 Easement (Ex) 5.00' - 5.00' �\ \ \\ \\ \ I 72.50' t. Parcel 5 6 BEN CH MARKS : 0 - C7.1 (E) \ \\ o V'F; Stetson Homes Inc " o U 004 o Light R5135470020 BM #183 - 5/8 Iron Rod 11754 <I ost 0 Sta. 39+81 .46, 48.0 Rt. N: 704788.84 � a� I al E: 2449359.43 o DroncO Parcel 5 8 veway Parcel 5 9 Elev: 2595.86 i 726 one 0 o veway Kristy Bobish Thompson Joni L Bryce `� R5135410210 R5135410200 0 20 40 60 J \ a x W I Plan Scale �/d Q ° Parcel 5 0 660 o O Q h P - x P/ x - - Stetson Hom KELLER es Inc • Z x x x I S1213233966 g x a_Ld ° k ° 0s\O NA L C FN nnr T3N R1 W Sect 13 0� �G,ST o a J O N O E OF oP��Q N Revisions: Design By: J. Thornton Date: 1/2024 Drawn By: A. Corley Date: 01/2024 Survey By: A. Hafen Date: 09/2022 G R CAR ��Acim Ada County Highway District 3 www.achdidaho.org 775 Adams Street, Boise, Idaho, 83714 project Number: 522038 Project Name: Linder Rd, Overland Rd To Franklin Rd Sheet 22 of 101 37+00 38+00 39+00 40+00 41 +00 42+00 pIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIII11111111111IL r r- - r r 2606 r = 2606 r r r 114.08' Vertical Curve r PVI Sto 36+57.04 r 2604 PVI Elev. 2594.55 - 2604 K=129.27 r Right TBC r r r- - I~ r 2602 ' = 2602 rr 59.05' Vertical Curve PT Sta.41 +87.02 co ;0- PVI Sta 36+90.47 r- � � � PVI Elev. 2594.69 TBC Elev. 2597.17 - �_ - ,an'o K=127.73 Offset 29.50'Lt. PC Sto.41 +57.02 2600 r- N �? Left TBC TBC Elev. 2596.37 2600 r ►� � rn r O N N 41 - _ Offset 59.50 Lt. [ w End Sta.41 +57.02 �, PT Sta.37+44.27 PC Sta.37+80.42 r- m TBC Elev. 2594.33 TBC Elev. 2594.49 - r a- � o TBC Elev. 2595.29 Offset 59.50 Rt. Offset 59.50 Rt. PC Sta.40+90.26- Offset 89.98'Lt. 2598 +; End Sta.37+44.27 End Sta.37+80.42 TBC Elev. 2596.69 2598 r o J TBC Elev. 2593.65 TBC Elev. 2593.47 Offset 29.50'Lt. _ r + N o Offset 85.00'Rt. Offset 85.00'Rt. r ri ai PT Sta.38+10.42 r o (D N TBC Elev. 2595.29 41 259 6 r N w °' Offset 29.50'Rt. TBC LT. & Rt. 0.50% � r 0° - 3.57% o_ 1- o _ o Existing Grade 3.21% (b N ® CL - N PP E, Exist 12" PVC Irrig 2594 � -1 .02% J�_-2 6 % 71707:. : Exist 12" CPP Irrig� 2594 N � .02%� 12" SD 433 LF �~ 12" SD 93 LF ® 0.22% � Z r ® 0.22% f I EX NG It 2592 f Exist 8" w 2592 PC Sta.37+14.08 EX NG u EX NG - LP r- TBC Elev. 2594.81 Offset 29.50'Rt. � I~ 2590+ 2590 �_ Sta. 37+51 .94- t Catch MH C7, 5.50' Lt. PT Sta.41 + 0.26 w Rim Elev. 2595.02 TBC Elev. 2596.21 Sta. 41 +88.52 - o -- Offset 59.50'Lt. Catch Basin C8.W, 28.00' Lt. a [ 12" Dia. Inv. 2592.36' (S)--� O r---_ .74 N588 12�� Dia. Inv. 2592.46; (N) - - - -_-- _ - - End Sta.41 +20.26 12" Dia.RInv. Elev.259325 96(� 2588 ~ 12 Dia. Inv. 2592.46 (E) - TBC EGet 89 98 Lt ev. 2595.23 Add Baffle Plate to East � - -- ---- --- - _--- Sta. 41 +88.53 - C Pipe Inlet, Top of Plate - - - Catch MH C8, 5.50' Lt. Set At 2593.00 - 0 Rim Elev. 2597.20-�� ----- ---� - 12" Dia. Inv. 2593.52' (W) N 2586 Exist 12" Dia. Inv. 2593.42' (s)- 2586 w Sanitary V) Sewer w I~ _J � r Q ~ 2584 12584 Q OCY- r N ~ I~ 2582 2582 z r Z ~ 2580 ;� 2580 Ld 0 - / I~ / I~ 0 2578 2578 I~ r 0 20 40 60 Z r 2576 r 2576 Plan scale L r o r 0 o [ 8 2574 2574 w D 5''\O NA L j N O �/< G\S T C m J a � �o 7� = J NOFo N Revisions: Design By: J. Thornton Date: 1/2024 Drawn By: A. Corley Date: 01/2024 Survey By: A. Hafen Date: 09/2022 (� R CAS -4tAcm Ada County Highway District• 3775 Adams Street, Boise, Idaho, 83714 Project Number: 522038 Project Name: Linder Rd, Overland Rd To Franklin Rd Sheet 23 of 101 www.achdidaho.org N O T E S \T3 N R 1 W Sect 14 I I I x x-tea-x \ 01 Removal of Obstructions, Item 201 .4.1 .C.1 x I x I O r JF- 02 Remove Tree (6"+), Item SSP 29093 O 03 Trim Tree, Item SSP 29090 II x O 04 Retain & Protect x I 05 Reference and Reset Monuments, Item 2020.4.1 .F.1 I I ix I � O x 06 Remove Fence � I I 07 Remove & Reset Mailbox, Item SSP 25080 x I I r O 08 Remove & Reset S I Sprinkler stem' Item SSP 29101 I \ O p System, =mac - x _ x I Parcel 1 8 r 09 Remove & Salvage Roadside Sign, Item 1 135.01 .06 515 x O ITobias Woitke 10 Sod Repair, Item SSP 29064 R8956001690 0 II \ 11 Adjust Manhole To Grade, Item 2030.4.1 .A.1 Driveway Parcel 1 7 x l /P cel 91 x x 12 4" Topsoil, Item SSP 25050 & Incidental To Item SSP Conc 11650 ° Kenneth Grapatin & Julia Family \ x Nam M Yd'a rri ion District 29064 \rust 01/14/2022 / r 17 Standard 6-Inch Vertical Curb & Gutter, Item 706.4.1 .A.5 Parcel 15 R8956001797 O 20 Concrete Sidewalks, Thickness 5", Item 706.4.1 .E.1 .5 Tap stry Subdivision Q o Homeowners / 22 Concrete Driveway Approach, Item 706.4.1 .F.1 ssociation Inc ° ° a 5' 10' 861 270010 ^\ \ / 28 29 26 3/4" Crushed Ornamental Rock, Item SP 25007 12 98 +24.66 5 10 27 Casing, 18" CMP Sleeve for 12" PVC C900 Irrigation 04 48 + 7 03 \ 1 1 ' 65.50'Lt. 28 29 O g' g 10' Utility +41.41 20 5.00'Lt. 7 f Extend Pipe Over Kennedy Lateral 12 98 / ' ' 64 +24.83 +69.38 28 (Typ a3) \ 5 10 53 to Exist Ditch \ +91.66 03 Easement (Ex)) 65.00'Lt. 08 10 12 65.50'Lt. 52.50'Lt. 70.50'Lt. 70. 10'Lt. 28 Asphalt Repair - Other, +41.37 17' Ease Gr vel 50 52 +61.96 28 29 52 50 (Typ 2) +69.29 18 Ease ) \ p p Item SSP 08125 08 10 12 55.50 Lt. �) 60.00'Lt. ° 08 1 0 12 +91 8 52.50'Lt. I/d 52.50'Lt. 13 Ease T) \ Item SSP 02020 p + 1.82 � 29 Gravel Repair, \ Grass • 78.30 01 01 13.5' Ease(r) 6 .00'Lt. �. • 08 10 12 r • +88.14 ACHD Sidewalk 5' Ease(T) ; 52.o0'Lt. 53 ° 56.68 • • 01 53 �• ; 52.50'Lt 30 Concrete Repair, Item 706.4.1 .G.1 Easement Ex W �Stum W G s 01 - 52.00'Lt. ^ ° 30' 27 • + 01 • • ( ) 4 Ease(P) �, p y� • 53 4 Ease(P) i . �, �, � . 77 Begin 4.10 52. 0 Lt. 6 Ease(P) 01 6 Ease(P) 48 Connect New Pipe to Existing Structure, Incidental To .-.�. .-W.-.�.-. �. •��.w..... ..:.. . Item 601 .4.1 .A.05.12A 2011 nc 1 . 3 03 W W W W y R/lN - W��R/VMY-•-� - 46.50�t. 00 26' C nc 53 1 20 50 12" Dia. Gravity Irrigation Slide & Gate Type C-8, Item Irl /� - - � +94.58 46. Lt. /71 20 +34.58 12" 26 01 05 st p 20 02 +64.58 20 22' 20 22' 602.4.1 .K.1 .12B 02 Z Priv e d 02 26 Typ. 52 Standard Irrigation Box - Size 4'x4' O.D., Item O 0 +24.58 f - 3 602.4.1 .M.1 .B Q --- F3 -- P F - F Gr ss _ _ rass p O Sig 22 n cn Typ. 26 Ditch aM/ ave / 3' Picket Fenc P/L k92 U paved - P/L Ur�a�ied - 53 12" RCP, Irrigation Pipe, Item 601 .4.1 .A.01 .12A p rivewa 22 TYp. 75 x x x x x x rivewa 3' Picket Fence 22 o p O 01 OHP HP OHP 17 OHP y x x xEll x Driveway I� �? O 0g 17 Mail Ir OHP + oC P II B 0o 09 01 05 07 • " Typ. 26 t Off Gravel O o 64 Gate 4' Metal, Item 2040.4.1 .B.1 Mailbo Pol Mai x O � 0 N EP EP LE�C 06 FOC FOC FOC + � 07 I EF3 01 Irr P F3 EP EP EP P 07 EP 10N 69 Removable Bollard, Locked; Item SSP 20020 Structure\ \ N 00 43+00 /"/ 11 44+00 �� 45+0 P Pole 01 F3 P 06 d 71 Kennedy Lateral Crossing, See Sheet 48, Item - N00°33 17 Epp 46 N B 704.4.1 . .3 o J Foc Foc o 01 Culvert_ FOC 1 IAII'1 - a 01 74 53 W \ Piping S L N Foc Foc 75 Landscape Areas, See Landscape Plans And Details Al & _ FOC FOC O A3 Sheet 39 � � - r, J 4 W 12" PVC G G W 01 on O C) W F3 G G G G O 17 48 1 1 01 urb W 75 P W w 01 W 75 Typ 12" PVc W - o 76 Gravity Retaining Wall - Cut, See Detail Al Sheet 39, O 22 26 In t 17 22 07 Curb 26 Typ. N Item SP 20113 3 Brus ( ) 01 n P s • 05 on 02 77 Gravity Retaining Wall - Fill, See Detail A3 Sheet 39, 4.1 1 E o / Item SP 20113 w nc 91 Relocate Light Post, Incidental TYP 26 20 / +59.59 01 02 /\ q� Q� /060" +99.59 36' 27' halt b 20 rl +69.59 rass g Q Driv way `60 F3 02 1 n 76 �r ss 22� J +39.60 20 24 Y 92 Concrete Driveway Turnaround, Item 706.4.1 .G.1 P �v w _w w v w w . W W F W 02 W w.; W a ° 98 Hydro Seeding As Required, Item SSP 29060 LP`L / • / �.R/ R R/ Q •.•.�.•wt•.••iY••1<• ••'i �•y'•0400,60000• • Irr . y L Begin 7 6 R � W a4' Ease(P) B 48.0 'Rt. 02 05 3' Ease(T) 0 04 48 05 P + .62 ° a 3' Ease(T) i 08 10 12 W 69 Gras .51'Rt. +32.62 +65.62 -• Po t° 76 Begin +10.98 0.00'Rt.50.50'Rt. • °N W � 30 10 6' Cedar Fence m 52.00'Rt. (Typ 4) 08 10 12 \ 92 •• •• x47 50'Rt. x x 08 10 12 x " 7 Ea (T) +40.84 N 6' Vinyl Fe ce +01.36 O �0' 28 65.09'Rt. � +17.31 Z X - N M I D 66. O'Rt. \� Fo20 Ease(T) s@ , _�x -X 6' Vinyl Fence_ +65.55 50.50'Rt. �'O 20 �- �-- � 67. Rt. 91 Future Roadway Easemen / �' \\\ +17.25 O BENCH MARKS : o � \ 11 � + sement Ex Z X) / + .49 65sQ6ck. 67.50 Rt. wParcel \ 7 .62'Rt. Drivew COI 30' Landscap \� 191 _ Stetson Homes c o o Easement (Ex) . 10 Utility Bta.#43+30.68/ 7312" 1o;nRt. Rod 14221 R513547002 \ r' a / Parcel \4 Eas ent (Ex) N: 705137.80 E: 2449387.78 < / Gravel 3 1522 \\ \ \ Elev: 2596.09 Di z / � ana Kenig R5135460440 \ N \ \ \ BM #192 - 1/2" Iron Rod 14221 o \ / x , 01 \ 10 N l \ \ Sta. 44+32.83, 73.0 Rt. 1-1 /Q \ Easement (E I x x8 Parcel \2 N: 243 9.95 J 1577 E: 2449388.7.74 0 20 40 60 z \ Elev: 2594.30 Riley Johnson Z ��(/ Q°�G �Op��O a O R5135360310 Z O Ease P/� P/r -x- ������� '� Plan Scale (Ex) ° 0 ���� \ ° x Parcel x x x 6' Dogeared /\ op e ar n 548 ■ / \ \ Mushreq Abdulsattar Al Zubaidi O o \ \ `n R5135360330 e z / Ld 0 /� AsPha t I r) X SRO NA L F T3N R1 W Sect 13 ��C���G\ST FC Z. J O N E OF\9P�•ZQ N Revisions: Design By: J. Thornton Date: 1/2024 Drawn By: A. Corley Date: 01/2024 Survey By: A. Hafen Date: 09/2022 G R CAR �A ACHD Ada County Highway District• 3775 Adams Street, Boise, Idaho, 83714 Project Number: 522038 Project Name: Linder Rd, Overland Rd To Franklin Rd Sheet 24 of 101 � www.achdidaho.org 42+00 43+00 44+00 45+00 46+00 IIII11111 „ 1 1 111 IL 2608 _- 2608 2606 - 2606 2604 K = 2604 200.00' _ Vertical Curve — PVI Sto 43+20.00 PVI Elev 2597.84 2602 K=84.56 — 2602 Right & Left TBC — .N — r — � d 2600 J — 2600 + N O � - j a) 200.00' — N I�, Vertical Curve w a oN 0) J PVI Sta 46+00.00 — j m � N Of PVI Elev.2592.62 2598 K o_ P o � ; Q; � K=88.30 = 2598 i `� � Right & Left TBC — o 0.50% TBC LT. & Rt. N �`' i O - J = ~ U 00) - N F— > m Zt-_ + L')O — o Existing Grade > rn — 2596 ® cL ° °' N = 2596 N (n W - f - (� o ~ 12" Irr 97 LF —1 879° a ~ o = EX NG I @ 0.28%It I z 2594 J = 2594 12" Irr 78 LF — p —0.87% _ N 2592 K EX W I I 4-Kennedy Lateral —� 2592 \ 6'x3' Box Culvert M LO 12" Irr 241 LF � Exist. Sta. 42+25.27 — a 48" Dia. Irrig MH 4.10.A(E) —Exist. Sta. 43+08.22 @ 0.49% _ cn 48" Dia. Irrig MH 4.1 1 (E) 2590 50.03' Lt. 25.55' Rt. 2590 g Rim Elev. 2596.50 Rim Elev. 2596.94 — 12 Dia. Inv. 2592.72 (S) 12" Dia. Inv. 2595.00' (W) ` Sta. 44+09.1 1 — 12" Dia. Inv. 2592.74' (N) 12" Dia. Inv. 2594.98' (SE) 4'x4' I.D. Irrig Box 4.9 Sta. 43+07.62 49.02' Lt. — 2588 Exist 12" PVC Irrig 4'x4' I.D. Irrig Box 4.10 Rim Elev. 2595.98 = 2588 Ll 49.00' Lt. 12" Dia. Inv. 2594.23' (S) — = Rim Elev. 2597.51 12" Dia. Inv. 2593.74' (W) _ V) 12" Dia. Inv. 2594.83' (E) 12" Dia. Inv. 2591 .00' (N) — w U_ 12" Dia. Inv. 2594.51 ' (N) —_ 2586 ~ 12" Dia. Inv. 2593.46' (S)- = 2586 Q Q � — N � - 2584 Exist = 2584 � Sanitary _ z g ewer _ w 2582 = 2582 0 , M - I - o U , N 2580 r = 2580 0 U - - 0 20 40 60 J � - 2578 = 2578 Plan Scale o KELLER s 2576 = 2576 w U \o NA L FN o a � �C �o = J NE of o � Revisions: Design By: J. Thornton Date: 1/2024 Drawn By: A. Corley Date: 01/2024 Survey By: A. Hafen Date: 09/2022 (J R CAR .,Ajwm Ada County Highway District 3775 Adams Street, Boise, Idaho, 83714 Project Number: 522038 Project Name: Linder Rd, Overland Rd To Franklin Rd Sheet 25 of 101 www.achdidaho.org �- -� N O T E S T3N R1 W Sect 14 v v Q�' o O 01 Removal of Obstructions, Item 201 .4.1 .C.1 el / X O X Remove Tree (6"+), Item SSP 29093 I 'O P/L ' ° ° C 03 Trim Tree, Item SSP 29090 X X 0 � r \ x 04 Retain & Protect � X 05 Reference and Reset Monuments, Item 2020.4.1 .F.1 O x x I 06 Remove Fence I X x X � \ 07 Remove & Reset Mailbox, Item SSP 25080 X I x X \\ 08 Remove & Reset Sprinkler System, Item SSP 29101 x I Parcel 20 \ 09 Remove & Salvage Roadside Sign, Item 1135.01 .06 Parcel485 X O 465 O x Parcel 22 X� Parcel 24 0 0 I 0 I 428 396 Liz Hansen x C rries Place L C 10 Sod Repair, Item SSP 29064 R8956001620 x x Michael islop R all V Berthoud X X R895600107 I R93757900 x Parcel 2 3 9375790050 } + II k 422 X 11 Adjust Manhole To Grade, Item 2030.4.1 .A.1 x x +/ P` Tom J Hislop \ 12 4" Topsoil, Item SSP 25050 & Incidental To Item SSP X R9375790060 ���� I � X O 29064 \ \ ° 14 Sawcut Incidental To Project, Incidental To Item O X 81 4.4.1 .A.1 15 Mountable Vertical Curb (No Gutter), Item 706.4.1 .A.3 o 5' 20' +71.4 28 25' x 17 Standard 6-Inch Vertical Curb & Gutter, Item 706.4.1 .A.5 71.50'Lt. X 28 29 +90.81 18 3-Inch Rolled Curb & Gutter, Item 706.4.1 .A.1 ` +71.41 ,� 71.42'Lt. 2 5' 56.50'Lt. +90.75 +27.66 20 Concrete Sidewalks, Thickness 5", Item 706.4.1 .E.1 .5 +51.46 56.50'Lt. 70.60'Lt. 28 53 15' Parcel 21 , +56.66 04 48 0 2l Transition From 6 Vertical Curb to 3 Rolled Curb 71.51'Lt. 19, se(T) 15' se(T) 08 10 12 7o.49'Lt. +03. 1 .23 '`/ Whitestone Estates HOA Inc O 14' Ea e(T) + 6. 1 65.50'Lt. o 5 5o'Lt . W 56. 9'Lt. 56.50'Lt. R9375790020 X o 0 0 04 22 Concrete Driveway Approach, Item 706.4.1 .F.1 Q \ + 1.37 • 20 +27.61 i •i 08 1 0 1 2 +501t. �� r� ems- � - - L X- X wood- Fence Lx x W W 53.50'Lt. 4.6(E)- - ---� ---� \ ® x- wood - / 24 Pedestrian Ramp w/Detectable Warning Domes, Type C, 53 4702Lt ` 10' Ease(P) :W : -- - ----�_--- ---- Item 706.4.1 .H.1 .C.C3 ( ) 53 Ease(P)4 53 56 50 (Typ 2) - -- --� - �- �- - �--- -� +d �0*90 3.23 01 „ 08 10 12 03 03 5' Ease(T) . • W • • W• •• ••a • • • 1 53 50'Lt. 18" 03 03 20 18" 24' 20" 26 3/4" Crushed Ornamental Rock, Item SP 25007 N w 01 asss-�� -.�_� -0raas z mesas 03 2' Ease(P) 03 03 - R/� /W 4 7 ' �..�. ._`..�.,�. '-. ',�,. .. .. .....�.•�r •�••zz ��� W 28 Asphalt Repair - Other, Item SSP 08125 +14.29 20 End 77 33' +14.58 01 Rock 22' 03 05 °° a + 6 48. o'L .co 0 29 Gravel Repair, Item SSP 02020 06 Wall +84.58 Irr ry 46.50'Lt. +54.58 +24.43 20 +94.58 +64.58 Co c o - z Catch Basin - Sediment Box - Type A, Item Z 0 602.4.1 .H.1 .1000 oLn L PF2.3.W As Ma - A halt P/L - 01 0 37 12" PVC - C900, Item 601 .4.1 .A.05.12A Drivesa 22 L jDri e O gn 0 02 vel �T�y 01 HP 22 O7 OHP 05 oHP 17 oHP -TYP 26 Unpaved o P oHP TYP 75 oHP sl off c° " Item L? 0 02 6 40 48 Dia. Storm Drain Catch Manhole, F P oc 41 75 F c 01 Fob Foc Foc Eoc Eoc Fo Foc N E EP EP EP 09 `° 09 U� 0 602.4.1 .E.1 .048 o 56' 37 F3 E EP EP Culvert EP EP - EP EP 01 EP 26 Typ. _ EP EP 15 F3 rn + +19.91 +89.55 +59.55 +29.55 +99 58 41 Catch Basin - Type I, Item 602.4.1 .F.1 P EP EP EP N 04 0 Cn o0 05 01 P F3 S CINDER ROAD � YP N W 47+00 N00°33'17"E 48 ° 43 Seepage Bed 3' Depth x 10' Width, Pipe Size 18", Item c +00.00 o c 1 1 G a, w o.00't. SP 06004 <D +54.55 +24.55 > w Foc Foc FOU�Q +94.55 +64.58 45 Groundwater Observation Well, Item SSP 29110 Ln a' 41 01 P c Asphalt 01 31 G 01 o Foc c 15 � 01 TYP o 75 Foc G Asphalt c 01 0 g N Inl W 37 let cur le 05 09 Foc o � 48 Connect New Pipe to Existing Structure, Incidental To 12" 17 Curb I e 05 N g° Item 601 .4.1 .A.05.12A Lq - 17 C n 37 6 Typ. 75 Typ. 26 05 0 F2.4 17 F2.2 45 c nc 45 Lq 50 12 Dia. Gravity Irrigation Slide & Gate Type C-8, Item 01 F2.3 602.4.1 .K.1 .12B 9 09 - d 26 52 Standard Irrigation Box - Size 4'x4' O.D., Item 1 24 37 40 24 Grass +49.59 +19.59 602.4.1 .M.1 .B w +04.68 +89.59 +59.59 +29.59 +99.59 20 u 01 F2 1 24" 0 20 Slyn01 �+- stu 30'° N 53 12" RCP, Irrigation Pipe, Item 601 .4.1 .A.01 .12A g Future 76 En 01 R 02 R�WU - „' R/V(I - �R yj( -� 24" R W_W Y v } Roadway W Begi 76 W y 40 87 02 W W W W W W 01 y W W W W W W W W W W W W W W �s P �4� 02� W W -W .,. 56 Standard Irrigation Box - Size 10'x4' O.D., Item a Easement + 0 21 W o ® 0.5 7 Ease(P) 7 Ease(P), 2¢ 7' Ease(P) 77.3 602.4.1 .M.1 .0 0 08 p 43 Bed 2 - ( ) 02 +06. 02 7 Ease(P) 75 Landscape Areas, See Landscape Plans And Details Al & a (Ex) ® vs 21 W e 6' Cedar Fence 02 08 10 12 +77.30 . � 09 ell Fo 18 �° X +08.27 x- X x J 52.5 ' +77.3o A3 Sheet 39 +$2.2 6' Cedar Fence ® 6' Cedar Fence +06.42 6' Cedar Fence z +32 28 l 8 0 47.50'Rt. a x x x x x x x x x x x x x O3 6' Cedar Fence 52.50'Rt. 10 12 58. Rt. X x x x x x x x x x X-x x x x X 00 2 +04.44 g 76 GravityRetaining Wall - Cut, See Detail Al Sheet 39, g 3'Rt. `X 54.5 'Rt � 0 V o n 63 'Rt. 54.50'Rt. , X a 9 j +32.27 -- D a 20 + 1.37 X Future Roadw Item SP 20113 Z 62.17'Rt. 20 5 'Rt. X I Easement (E ) X 77 Gravity Retaining Wall - Fill, See Detail A3 Sheet 39, Z 14 0 30' Landscape 01 311 o 08 10 12 ° I X X X Item SP 20113 04 0 0 5.00 �I 30 Landscape Easement (Ex) 5.00' X i Easement (Ex) 87 ADA Compliant Grating Or Manhole Cover Q 10 Utility c, I X X \ I 10 UtilitEasement Ex X sement BENCH MARKS : W X I \\ I X x o x x 61 BM #193 - 5/8" Iron Rod No Cap 0� XSta. 46+57.29, 0.1 ' Rt. U Q Parcel 51 Parcel � nc - 547 \ a a \ N: 705465.10 0 20 40 60 of F-of Driveway J 563 I e inald�A Kendra x x E: 2449318.00 z o Capri Lee Ann Younger X R5135360070 \ \ Elev: 2592.42 Plan Scale Q R5135360080 x x oX ® Parcel 49 Parcel 48 0 _ � Z O Z I 519 I 501 i Parcel Mario Riccardi Jr.D o Tyler J Purchase Molly Fernlund \ 479 00� R5135360060 R5135360050 M KELLER 6' D geared o Cedarx Fence P/L R5135360040 Ld 0C� \\t-- � _ �PJ Driveway , T3N R1 W Sect 13 ® S\ONAL Fey J O N O F OF\OP��Q N Revisions: Design By: J. Thornton Date: 1/2024 Drawn By: A. Corley Date: 01/2024 Survey By: A. Hafen Date: 09/2022 G R CAR �p AcFw Ada County Highway District 3775 Adams Street, Boise, Idaho, 83714 Project Number: 522038 Project Name: Linder Rd, Overland Rd To Franklin Rd Sheet 26 of 101 � ffi- www.achdidaho.org 46+00 47+00 48+00 49+00 50+00 51 +00 r r- - r r 2606 - 2606 r r r r- - r r 100.00, 2604 Vertical Curve = 2604 r PVI Sta 49+60.00 _ r 4-; PVI Elev.2594.60 af r K=1 10.90 _ � Median TBC 2602 Q4 � 0 200.00 + 0 J + Ln J = 2602 Vertical Curve °' N N' (0 o (° PVI Sta 46+00.00 6 > ri ° > r'i r- PVI Elev.2592.62 V) w N w a - K=88.30 2600 [ Right & Left TBC N M N � � 0 100.00' o_ m0 _= 2600 Vertical Curve [ Rio- 4--;� PVI Sta 49+60.00 - r PVI Elev.2594.06 _- N ` K=1 10.91 o J it Right & Left TBC 2598 End Sta.46+74.45 �: = 2598 TBC Elev. 2592.39 + N-0 Offset 75.06'Rt. 5 0) POC Sta.48+00.83 0 to -J 00 PC Sta.46+74.50 ° - `V TBC Elev. 2594.05 + �o o 0) J r- PC Sta.46+08.45 cr) w - r TBC Elev. 2592.65 a, rn `� 0- TBC Elev. 2593.12 Offset 0 Rt. + N . Offset 59.59 Rt. 5 °' o 259 6 Offset 29.50 Rt. > F w ° ° N - 259 6 o_ � o PC Sta.48+04.50 � r End Sta.46+38.40 -PT Sta.47+04.50 TBC Elev. 2593.98 v (1) w - r TBC Elev. 2592.40 TBC Elev. 2593.03 Offset 3.67 LT & Rt. > m � C) N TBC Median Curb Offset 74.94'Rt. Offset 29.50'Rt. ~ a m o Lt. & Rt. - N PT Sta.46+38.45 2594 TBC Elev. 2592.63 TBC LT. & Rt. 0.40% .- 2594 NOffset 59.53'Rt. 0.40% - f Existing Grade - a 2592 � -1.06%� � 0.81% -� 1 _= 2592 -0.40% 0.40% Exist 12" HDPE Irrig 12" SD 35 LF 000ao "00"'0 000 _ o ® 0.22% o000000000 12" Irr 146 LF �_ - 2590 _ 2590 � � EX NG EX NG w ......::::.:.:: . :. Q ~ 18" Perf Top ;;;;;; :::�;;r`�: - V' ~ Half S=O� 2588 C 2588 g ~ L Sta. 46+06.96 [ Catch Basin F2.4, 28.00' Rt. ~ Rim Elev. 2592.69 12" Dia. Inv. 2590.28' (N) -Sta. 47+14.42 o ~ S Bed #2 39.50' Rt. -2586 Exist Sanitary Sewer 2586 364' x 10' x 4' - w 18" Perf. FL Elev. 2589.53 n Bottom Of Sand Elev. 2587.53 w f- Bottom Of Rock Elev. 2589.03 - O Sta. 47+09.42 Top Of Bed Elev. 2591 .53 2584 Catch MH F2, 39.50' Rt. _- 2584 Rim Elev. 2593.23 ` Sta. 48+03.31 12" Dia. Inv. 2589.85' (W) 4'x10' I.D. Irrig Box 4.7 - < ~ Sta. 46+53.78- 18" Dia. Inv. 2589.53' (N) 49.00' Lt. 4'x4' I.D. Irrig Box 4.8 Sta. 47+07.76 Rim Elev. 2592.12 o 48.98' Lt. Catch Basin/Sediment Box 12" Dia. Inv. 2589.51 ' (S) m 2582 , Rim Elev. 2592.35 29.92' Rt. 12" Dia. Inv. 2590.11 ' (W) _- 2582 cn 12" Dia. Inv. 2589.80' (S) Rim �Elev. 2593.05 12" Dia. Inv. 2590.11 ' (W) g r 12" Dia. Inv. 2589.80' (N) n 12" Dia. Inv. 2589.87' (E) 12" Dia. Inv. 2589.97' (S) - z N 2580 - _= 2580 o Sta. 46+68.24 ~ Catch Basin F2.3.W, 28.00' Lt. - o �~ a ~_ Rim Elev. 2592.50 - "i ;~ 12" Dia. Inv. 2590.27' (E) 2578 _= 2578 i Sta. 46+68.24 r Catch MH F2.3, 28.16' Rt. - 0 20 40 60 Z [ Rim Elev. 2592.52 Z 2576 12" Dia. Inv. 2590.15' (W) = 2576 Plan Scale 9 - 12" Dia. Inv. 2590.05' (N) - o r 12" Dia. Inv. 2590.15' (S) - � r KELLER o ~ g 2574 2574 LU 5s\O NA L FN 0 G\S T C m �o = J N I 0 F OF\o N Revisions: Design By: J. Thornton Date: 1/2024 Drawn By: A. Corley Date: 01/2024 Survey By: A. Hafen Date: 09/2022 (� R CAS Ada County Highway District 3775 Adams Street, Boise, Idaho, 83714 Project Number: 522038 Project Name: Linder Rd, Overland Rd To Franklin Rd Sheet 27 of 101 ,S4ACHDwww.achdidaho.org N O T E S T3N R1 W Sect 14 01 Removal of Obstructions, Item 201 .4.1 .C.1 p Light ost Q Remove Tree (6"+), Item SSP 29093 ° 3 ��d O p 03 Trim Tree, Item SSP 29090 � st \\\\ x x x Q 04 Retain & Protect p�< 05 Reference and Reset Monuments, Item 2020.4.1 .F.1 x Parcel C25 I x Z O O 08 Remove & Reset Sprinkler System, Item SSP 29101 374 2 7 \ W 0 Parcel 2 6 Parcel \ Parce 2 8 uJ x 09 Remove & Salvage Roadside Sign, Item 1 135.01 .06 Liane M Hihath x _ R9375790040 Larry E 3Pomerenke Kenneth 1J0 Olguin \ Jennifer O'Neill ♦♦�^^ Parcel Item SSP 29064 \�\ R9375790030 \ x R9375790010 v 250 10 Sod Repair, d R9375790230 Robin L Smith \ 3 11 Adjust Manhole To Grade, Item 2030.4.1 .A.1 \ R9375760020 n'_1 < U x ° ° °' 12 4" Topsoil, Item SSP 25050 & Incidental To Item SSP \ \\ 5.00' 04 5.00' \\ 29064 \ 14 Sawcut Incidental To Project, Incidental To Item \ \ Parcel 2 9 14 X 814.4.1 .A.1 _ _ 30 0 20 � � 01 Parcel 15 Mountable Vertical Curb (No Gutter), Item 706.4.1 .A.3 Whitestone HOA Grass W o \ R9375760220 08 10 12 ; � (0 20 Whitestone HOA 17 Standard 6-Inch Vertical Curb & Gutter, Item 706.4.1 .A.5 L R9375760010 +23.10 : l 7 08 10 12 18 3-Inch Rolled Curb & Gutter, Item 706.4.1 .A.1 a 17 Pa 21 X64.51Lt. J. o P Q > v v x 0 I +22.06 U O , • 20 Concrete Sidewalks, Thickness 5", Item 706.4.1 .E.1 .5 Whitestone Es to HOA Inc 04 o P 01 58.97'Lt. �• o • +83.15 � � , 64. 01 Concrete /all 04 x 04 i h 01 . +8 04 21 Transition From 6" Vertical Curb to 3" Rolled Curb x 04 - x e _x -6' Weod�en - R9375 20 ¢ I r +8 5 cs � 0. � o --� 03 � ®--� -�-�-- �- 03 �-- - -- x + �-� - � ' w od Fen e 02 04 02 x - X 24 Pedestrian Ramp w/Detectable Warning Domes, Type C, - 03 ---+ - -� 62 09 - �--�- - ` - x - x- Item 706.4.1 .H.1 .C.C3 20" 08 10 12 03 + 8. • 03 6' Wood Fen 18 1 46 50'L . 30 8' Ease(T) 0° 05 8' E e(T) 46.50'Lt. ®® y ` 51. 0'Lt. 01 08 10 12 01 Grass W W � n Begin 76 +25.79 4" T 26 3/4" Crushed Ornamental Rock, Item SP 25007 43 03� y N _ 47.50'Lt. 4 Ease 03 .�.- .+..♦-. y�y .•. • �� � �: :� • • - W w w ✓ W W w w w 3 W w w w W W rates (� W W 30 Concrete Repair, Item 706.4.1 .G.1 +34.58 Cnc �� 24 31 Catch Basin - Sediment Box - Type A, Item +04.58 �+714.58 01 �, +44.58 01 +52.81 20 602.4.1 .H.1 .1000 24 i 37 12" PVC - C900, Item 601 .4.1 .A.05.12A SiLn oHP G2.2 HP 40 48" Dia. Storm Drain Catch Manhole, Item co H OHP Unpaved 0 o O P t -OHP OHP Typ. 75 Typ. 26 17 \ 09 OHP 26 'n 602.4.1 .E.1 .048 z � o Foc FOC Foc 05 ost P 41 F3 °HP 01 a- + 01 EP EP EP P E EP FO FOC EOC P FOC EP EP EP 1 7 75 TEP EP N E 15 T 01 N Foc Foc Yp Foc + 41 Catch Basin - Type I, Item 602.4.1 .F.1 YP• 75 F3 EP EP - EP 01 EP a +68.66 oNP +00.00 F3 11 Se cv co 43 Seepage Bed 3 Depth x 10 Width, Pipe Size 18 , Item 0.00'Lt. S CINDER ROAD 53+00 ,� 55' 37 10 FM Sew SP"' SP 06004 � � - � ew 10" Sewer N00`33 17 E 54+OQ 55+00 ° +34.58 - 5 -0 45 Groundwater Observation Well, Item SSP 29110 o J School ,fJ Asphalt 05 G Q, o --Flasher_G TYP 26 G �s, 01 G 01 L F37, P W W Asphalt J 46 Adjust Monitoring Well To Grade, Item 2030.4.1 .D.1 oCn� 01 Foc FOC Foc 31 G G G See Signal Plans, N 05 4.5 Curb Foc 17 Foc 05 01 0 62 Pedestrian Hybrid Beacon, g 0 o In I 46 Foc Foc ur w -10" PVC w 1 75 ` . v 1 131 .01 .01 Item Q u7 Bea o AAA q; 75 Typ. C nc 05 05 Typ. 26 6' 37 09 F01 Foc Curb 17 05 a-) � 45 ono 26 75 Landscape Areas, See Landscape Plans And Details Al & G2.1 01 1 114 1 1 02 A3 Sheet 39 g n 24 76 Gravity Retaining Wall - Cut, See Detail Al Sheet 39, �_ +69.59 20 +39.58 +09.58 09 Item SP 20113 24 Grass Q 1 o m 28 2 20 N +87.82 87 ADA Compliant Grating Or Manhole Cover vi WR/ 4W / - v W W G2 62 subs si 24 w 02 02 y - WRW /W� - �-- R/W 87 40 02 o�i n /Wy y y /W 02 16 03 " 76 nd R/ W 7' Ease(P) 47.50Rt. 7' Ease(P) 43 / 5' Eas-e(T) 02 +59.72 ®+59.70 7 Ease(P) 02 7' Ease(P) 47 50'Rt 01 s y 24" W } 52.50'Rt. x x x x x x x 47.50'Rt. Bed 3 6.40 +03.45 Sign W W2 21 W W W W �' dor F ce x x 180®® x x x X x x X x 54. 08 10 12 5 E 9 W +9 6 t�4;J0'Rtx @ T Si n a > x x x x x } as (� 9 +25.64 6' Cedar Fence 6' Cedar Fence Cedar Fenc ture Roadway eda Fence 02 46.50'Rt. 52.50'Rt. • • 08 10 12 o ° ° osement E 02 pg 21 O i Future Roadway o o • � 1 X +26.45 Future Roadwa N Easement (Ex) x +28.10 . U b +78.10 60.76'Rt. 51.48'Rt. Easement Ex x m \ 62.06'Rt. • U 01 CO) 65.98' t. 04 z 30' Landscape x 67 29'Rt0 18 04 0 g X Easement (Ex) \ 01 18 ic \ x n \ • C me 0 10 Utility x ., Easement (Ex) x o 20 14 ; rive°ay X I ' . 14 30 x BENCH MARKS : of \ \\ x 08 10 12 _ _ - x » o Light 20 BM #195 - 5/8 Iron Rod No Cap o \ t ;St 04 \ > \ x I \ 5.00 5.00 42 Sta. 53+19.38, 0.2 Rt. Parcel N: 706127.16 z Parcel 46 x Parcel 45 Parcel 44 1580 " E: 2449324.56 w 461 455 441 Parcel 43 Stephen L Craig Elev: 2591 .62 June Harr Claudina Engle Diane Wheeler \ 1571 R5135350020 i x 5135360030 R5135360020 R5135360010 Jeremy S Cole rove R5135350170 Conc 0 20 40 60 z \ Driveway a \ _ / �C } x Plan Scale \ o o \ Conc Z \ J \�- 0 00 Light LU x Post o / ; / I Conc 00� o x LU ■/ Driveway �� I Conc 0 \ �L x • z Driveway Driveway g P/L - /E Conc / v O T-F] I T-1 I I I T I I I I I k �,\o ci T3N R1 W Sect 13 GIST "NA L J O N -OF�OP��Q N Revisions. Design By: J. Thornton Date: 1/2024 Drawn By: A. Corley Date: 01/2024 Survey By: A. Hafen Date: 09/2022 G R CAR ��AcFm Ada County Highway District• www.achdidaho.org 3775 Adams Street, Boise, Idaho, 83714 project Number: 522038 Project Name: Linder Rd, Overland Rd To Franklin Rd Sheet 28 of 101 51 +00 52+00 53+00 54+00 55+00 56+00 pIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIII11111111111IL r r- - r r 2602 - 2602 r r r r- - r r 2600 _ 2600 r r r r r- - I~ r 2598 _= 2598 End Sta.54+32.58- _ r TBC Elev. 2589.90 46.83' Vertical Curve [ PC Sta.51 +95.76 r- Offset 99.98'Lt. PVI Sta 56+03.41 - TBC Elev. 2593.42 PVI Elev 2590.83 - r Offset 3.67' LT. & Rt. PT Sta.54+32.56 K=100.08 2596 TBC Elev. 2591 .10 End Sta.54+73.54 Right & 2596 POC Sta.51 +99.17 Offset 59.50'Lt. TBC Elev. 2590.03 Left TBC _ r TBC Elev. 2593.49 Offset 100.00'Lt. _ Offset 0' Rt. PC Sta.54+05.38- PC Sta.54+73.54 - TBC Median Curb TBC Elev. 2591.82 TBC Elev. 2590.90 L0 _1d 2594 �Lt. & Rt. Offset 29.50'Rt. Offset 59.50'Lt. rn _' 2594 - .50% oo _J PC Sta.54+02.56- + `n o r 18" Perf Top Half TBC Elev. 2591 .84 PT Sta.55+03.54 L N `O S=O% Lt. & Rt. TBC LT. & Rt. Offset 29.50'Lt. TBC Elev. 2591 .33 N - 2592 Offset 29.50'Lt. �' � 2592 U En � m O n -0.50% ., Existing Grade .- � .- .- � � .- .- -1 .51%� �' V�-1 .72% `+0.777. 0000000000 0 CL 0000000000 0 0000000000 0000000000 -1 .56% 1 .63%�� _0 91% 2590 2590 -2.57� cpb`� N Ch 1 .84% -PT Sta.55+00.96 �- TBC Elev. 2591 .34 ..Offset 2950'Rt a r T _ z - s EX ELEC EX NG 2588 -+- _ 2588 C Exist 811 W Exist 12" HDPE Irrig_/ - - PC 2586 Exist 12 PVC Irrig PT Sta.54+35.40 Sta.54+70.96 Exist 12" ADS Irrig 2586 M TBC Elev. 2591 .11 TBC Elev. 2590.98 LO _ Offset 59.51 Rt. Offset 59.49'Rt. End Sta.54+35.39- End Sta.54+70.95 - TBC Elev. 2590.11 TBC Elev. 2590.24 2584 Offset 99.98'Rt. Offset 99.99,Rt. 2584 g Sta. 53+90.94 Qxist Catch Basin/Sediment Box 12" PVC Irrig Sta. 53+89.37 G2.1 , 30.00' Rt. Sta. 53+82.70-1 Catch MH G2, 39.50' Rt. Rim Elev. 2591 .90 2582 S Bed #3 39.50' Rt. Rim Elev. . 5 (W) Exist 12" Dia. Inv. 2589.50' (W) 2582 224' x 10' x 4' 12 Dia. Inv. 2589.50' (W) 12" Dia. Inv. 2589.52' (E) 18 Dia. Inv. 2589.50 (S) Pressure _ N 18" Perf. FL Elev. 2589.50 Sewer w Bottom Of Sand Elev. 2587.50 Sta. 53+92.70 - Bottom Of Rock Elev. 2589.00 Catch Basin G2.2, 28.01 ' Lt. 2580 ' Top Of Bed Elev. 2591 .50 Rim Elev. 2591 .44 2580 r 12 Dia. Inv. 2589.52 (E) � r Q O r N ~ I~ 2578 12578 (n Z g r Z I~ 0 2576 - 2576 r� I~ I~ I~ Exist Sanitary 2574 0 2574 Sewer I~ r 0 20 40 60 z r z 2572 r 2572 Plan scale Q L r o KELLER o o • s 2570 2570 w o 5s\O NA L FN ���'�G\S T C m o �o = J NE OF\� P�Q' o N Revisions: Design By: J. Thornton Date: 1/2024 Drawn By: A. Corley Date: 01/2024 Survey By: A. Hafen Date: 09/2022 (� R CAS .,Ajwm Ada County Highway District 3775 Adams Street, Boise, Idaho, 83714 Project Number: 522038 Project Name: Linder Rd, Overland Rd To Franklin Rd Sheet 29 of 101 www.achdidaho.org y � ! ` �� T3N R1 W Sect 14 Lust I �, N O T E S �z d 0 a 01 Removal of Obstructions, Item 201 .4.1 .C.1 X I O Remove Tree (6 +), Item SSP 29093 I /r 04 Retain & Protect X I 3 2 Parcel 3 3 3 6 05 Reference and Reset Monuments, Item 2020.4.1 .F.1 Parcel 1 245 Parcel 34 Parcel Parcel IF\ Virginia 38 Gould X USA (Bureau Of 1 0 1 Open 115 06 Remove Fence g Reclamation X Open Door Rent I LLC Open Door Rentals LLC p Door Rentals LLC R9375760030 1 ) R89560002 4� I R8956000222 R8956000210 08 Remove & Reset Sprinkler System, Item SSP 29101 R8956000351 I _ X X I 09 Remove & Salvage Roadside Sign, Item 1135.01 .06 I X 1 10 Sod Repair, Item SSP 29064 Adjust Manhole To Grade, Item 2030.4.1 .A.1 4" Topsoil, Item SSP 25050 & Incidental To Item SSP 0 29064 1 X � I + .11 14 Sawcut Incidental To Project, Incidental To Item 3 0 2.00'Lt. 814.4.1 .A.1 Parcel �o� Irrigation 12 98 2011 ' Pump x 28 29 +98.98 a 16 Median Curb, 20' Sections with 2' Gaps, Location Whitestone HOA CD Station +59.88 78.00 Lt. R9375760010 rus 0 5' 10' 78.00'Lt. 10 Ease(T) +45.23 +g87 2o0'Lt. Callouts To Center Of Curb, Item SSP 07009 02.08 72.00'Lt. 62.00'Lt. 17 Standard 6-Inch Vertical Curb & Gutter, Item 706.4.1 .A.5 ® 08 10 12 0 .00'Lt. I 28 29 Q- +62.60 � _ I + 5.1 1 24' Ease(T) +A28- 53 00 Lt. O � 68. 0 Lt. +84.86 Daylight To ' 16' Ease(P) 12 98 Existing Ditch _ + 16 Ease(T)� . 64.00'Lt. +10.03 9 20 Concrete Sidewalks, Thickness 5", Item 706.4.1 .E.1 .5 /-5+ - _ rn� +63.42 I . 16' Ease(P) 16' Ease(P) 64.00'Lt. +88.92 Eas4 53 9' +26.38 +56.38 47.50'Lt. 49.00'Lt. 01 +05.57 �. BOX . . 5:0o'-Lt- _ _ _ �.' ; 0000040000000 •••�•{�••••. 62.00'Lt. 22 Concrete Driveway Approach, Item 706.4.1 .F.1 (� +10.03 01 52 20" 4' Ease C3�9.00'Lt. 06 ; 01• _J 24 Pedestrian Ram w Detectable Warning Domes, Type C, W W rases W W W y �.• •� 50.00'Lt. +88.87 p / g YP y y P End 76 _ t. 01 Stump 2' Ease(P) 50.00'Lt. Item 706.4.1 .H.1 .C.C3 d - A • R R/ R/W - - OR/W=y.-r•-r+••....R -�.-rr•-r•i s• 6.1 +23.23 F9 - 26 3/4 Crushed Ornamental Rock, Item SP 25007 + .8 c 20 +92.81 01 26' 06 +62.81 20 22' 20 Typ• 26 24 Box 05 29.50 +97.00 28 Asphalt Repair - Other, Item SSP 08125 +86.29 29 Gravel Repair, Item SSP 02020 o aved i° dN0 26 Typ. ® 01 �Tr Stump Sp rlkl rs r np ve I� 17 41 W riv wa F3 K3.S %er Pole o 37 12" PVC - C900, Item 601 .4.1 .A.05.12A +56.83 ,� x 22 37 o O oHP 22 off 0 OHP T 40 48" Dia. Storm Drain Catch Manhole, Item I O p ° i n n f{R. ood Ra 26 Sign Yp• 75 OHP 17 FOC 41 00 I �? o FOC FOC ry 11 FOC FOC FOC EP O EP F3 I E P EP TYp• 75 EP N � P E 05P EP 72 EP 01 Culvert Sew 0 602.4.1 .E.1 .048 � F3 4" FM Headwall 37 09 P 11 16 � 12" Sewer se o - o s�, Sew I oNP P 41 Catch Basin Type I, Item 602.4.1 .F.1 z 10" Sewer S w +73.83 i Z 00 5 +00 ew 42 Precast Sediment Box - 1000 Gallon, Item a- 6.QD Cam- �8+60 S w N00`33�1S7� Sew ° c 55' 37 10" FM J W Asphalt S LI N D E R AD �, 602.4.1 .H.1 .1000 o G a # # \ J 49 Connect New Pipe to Existing Pipe, Incidental N o Culvert c Ln a 01 W Headwall 01 01 40 W ox? 10" Pvc w > N a, G 10" Pvc w w F3 0 52 Standard Irrigation Box - Size 4 x4 O.D., Item o N 41 Inl T 75 Curb 22 C J1 3 T 01 ° 0 602.4.1 .M.1 .B 0 Yp• 0. 26 TYp _ 17 Typ. 26 02 �� Curb yp• 75 17 � r0 � � H2.E °n 3 .00' t. on 0C FOC 11 F 53 12" RCP, Irrigation Pipe, Item 601 .4.1 .A.01 .12A F e o nce W FO C nc 0C F ` �' 24 o n n aved r s oNP 72 Tenmile Creek Crossing, See Sheet 53, Item 704.4.1 .A.3 Q + 6.84 , trap 09 Q-TW9ss o 24 +57.74 co 22' a P 37 75 Landscape Areas, See Landscape Plans And Details Al & 7' 37 H2 20 rls ^ 20 P aSi Grass 26 Typ. +51.36 20 g A3 Sheet 39 R/Wl�� • - 02 W W 01 y y y 76 Gravity Retaining Wall Cut, See Detail Al Sheet 39, y W 42 W W W F3 : •' Irr W W Y Y W W W Item SIP 20113 8' �- ° - - f----f----f----f - -- 5 Ease T +56.69 ; 3 f MH y y �. � y 49 37 47.00'Rt. 09.77 ° / 1 1 12 98 000 +01.50 26 w� � / .\ 09 --L 98 Hydro Seeding As Required, Item SSP 29060 08 10 12 + 59 14' Ease(T) / +89.64 47.41'Rt. a s \� 11 : \ Sig�- +0 5 55.09'Rt. + 8 42 0 08 10 12 Future Roadway 52.00 �� 6 .48'Rt. J2 z asement (Ex) 61 0'R o +36. 3 20' Ease(P)_10 +89.64 67. t. 37 37 O1 \ w n 5 ' o' 67.00'Rt. - - - - - a o \� 28 29 i Rgn c' J2.S J2.N off' 0 o +30.2 10 Ease(T) +10.795 41 o �� 7 7.0 'R/� / 77.00'Rt. 41 �� • �� 17 ° ont (E / ��, / / / / 01 17 W 20 m 20 01 Existing ACHD Stormwater z • Basin - Rough Grade o\ `V� 14 05 • Basin To Within 6" Of F / 04S00 ® 7 \Parcel 4 o ov LO N rn BENCH MARKS : ° N Qj N �s �'� / O ^ °' L ding wners h `9� BM #209 - 5/8" Iron Rod No Cap o � n O � S cry ) h N Q Assoc Inc / 00 �� N Sta. 58+62.80, 107.4 Rt. i 5135350010 \ � � N N: 706669.52 3 g z v Parc 1 E: 2449437.02 o cSO"Q Elev: 2593.03 0� a ^� Crestwood Estates H nc M S� R 1 608640150 �V ryh�l 0 20 40 60 z ® / 0 �;gn Plan Scale o ; k o T3N R1W Sect 13 ■ o Pick t k \a� A S S e '477-- - > + / o I .'\O NA L E o��G\ST �Q 0 N O E OF N Revisions: Design By: J. Thornton Date: 1/2024 Drawn By: A. Corley Date: 01/2024 Survey By: A. Hafen Date: 09/2022 G R CAR �:AcFw Ada County Highway District• 3775 Adams Street, Boise, Idaho, 83714 Project Number: 522038 Project Name: Linder Rd, Overland Rd To Franklin Rd Sheet 30 of 101 � ffi- www.achdidaho.org 56+00 57+00 58+00 59+00 60+00 ~ 2604 2604 � 2602 2602 46.83' Vertical Curve PVI Sta 56+03.41 _ PVI Elev 2590.83 2600 Right & 8 123.17' 2600 Left TBC Vertical Curve _ PVI Sta 57+18.41 PVI EIev.2591 .02 End Sta.58+53.23 K=94.00 po TBC Elev. 2593.06 2598 Left TBC o "� +' J Offset 99.87'Rt. 2598 123.17' 00 LO-0Vertical Curve _,� `� 0 1.54% _ PVI Sta 57+18.41 `� 5 - PC Sta.59+84.98 .28 w PVI Elev.2591 .05 -11, +, TBC Elev. 2595, 0M0 00 K=96.93 Offset 31 .00 Lt. 259 6 Right TBC m � PT Sta.58+25.62 'n Co LO Co g 0 o_ TBC Elev. 2592.86 PT Sta.59+00.93 259 6 + 6 J + +' pNO , a,_ co oo _ Offset 70.76 Rt. TBC Elev. 2593.96 LO o u? ,n + N o Offset 30.00'Rt. N ad N ONO 1 N o � po End Sta.58+19.50 1 60q� ~ 00 Cq +; 5 M N 5 o U a', M TBC Elev. 2593.031 v 2594 o J J +' > w �, offset 87.00'Rt. 2.1 1%� / _ 2594 N a_ a_ M + N `r? m m to m m � M 4-- �0.43� 1.88% 1.60% _ LO ; a) 0E- U (DF- o / -1 .95% r� v a) N 93�0. f ci mow +, Existing Grade o 5 m GB Sta.56+29.99 ® CL 2592 a � O TBC Elev. 2590.82 TBC Rt. - L = 2592 N Offset 29.55' Rt. -- PC Sta.58+73.05 Exist Irrig o -- - I -- - ---- - PC Sta.57+97.81 TBC Elev. 2593.21 Li -0.30� 0.33% EX LEC z TBC Lt. TBC Elev. 2592.31 I Offset 48.78 Rt. c ~ : Offset 30.00'Rt. �GB Sta.58+65.65 Exist Irrig 2590 ~\-GB Sta.56+34.99 EX FO 2" SD 33 IF TBC Elev. 2592.87 Sta. 59+83.48 2590 TBC Elev. 2590.81 ® 0.23% Offset 69.34Rt. Catch Basin K3.S, 29.50' Lt. Offset 29.91'Lt. EX FO EX FO / Rim Elev. 2594.82_-�fi �i EX UP I 1.__ 12" Dia. Inv. 2592.13' (N) 12 I rr 45 LF N I I ® 0.23% Sta. 59+9 2588 4'x4' I.D. Irrig Bo 6 08 2588 "' I I Exist 50.63' Lt. "' Pressure } -- Rim Elev. 2596.59 is Aw Sewer Sta. 58+22.73 - �� 12" Dia. Inv. 2593.25' (N) - S&G Trap J2, 69.02' Rt. 12" Dia. Inv. 2594.00' (W) 2586 Rim Elev. 2592.89 a 2586 g Exist 12" ADS Irrig L 12" Dia. Inv. 2589.20' (N) Exist Pressure Sewer 0. L--Sta. 58+61.42 Exist Sanitary Sewer _ 12" Dia. Inv. 2589.10' (W)- Catch Basin J2.N, 74.63' Rt. Exist 12" RCP Irrig12" SD 81 I Rim Elev. 2592.41 c� ® 0.22% 12" Dia. Inv. 2589.40' (S) Exist Storm Pipe N 2584 [ To Storm Basin 2584 Sta. 56+31.96 Elev. 2584.2 Exist Irrig N S&G Trap H2, 38.59' Rt. � Rim Elev. 2590.94 Sta. 58+26.62 Li LJ_ 12" Dia. Inv. 2586.94' (W) Exist Tenmile Creek-� Catch Basin J2.S, 72.79' Rt. Q Pressure , -12 Dia. Inv. 2586.84 (E) 18 x6 Box Culvert Rim Elev. 2592.43 2582 sewer „ , 2582 ---- 12 Dia. Inv. 2589.32 (N) o Sta. 56+35.03 12" Dia. Inv. 2589.22' (S) - Exist Catch Basin H2.W, 28.41 ' Lt. Elev. 2583.27 i - Sta. 58+37.62 Pressure Rim Elev. 2590.32 Catch MH J 1 , 20.28' Rt. N Sewer 12" Dia. Inv. 2587.13' (E) m 2580 � �� Rim Elev. 2592.69 2580 12 Dia. Inv. 2588.99 (E) Z Sta. 56+30.01 12" Dia. Inv. 2584.38' (SW) - o Catch Basin H2.E, 28.06' Rt. 12" Dia. Inv. 2584.48' (N) - Rim Elev. 2590.33 Ln 2578 12" Dia. Inv. 2587.07; (w) 2578 a 12 Dia. Inv. 2586.97 (E) Exist _ Sanitary � Sewer i 2576 P 2576 UJ O r cr U r - o 0 20 40 60 2574 � Plan Scale 2574 O KELLER O s 2572 2572 w 5`5\0 NA L FN /< G\S T 4(t C o a 7 �° _ J � P a F OF\� •jQ` N Revisions: Design By: J. Thornton Date: 1/2024 Drawn By: A. Corley Date: 01/2024 Survey By: A. Hafen Date: 09/2022 G' '4 CPA, P .,AAcm Ada County Highway District 3775 Adams Street, Boise, Idaho, 83714 Project Number: 522038 Project Name: Linder Rd, Overland Rd To Franklin Rd Sheet 31 of 101 www.achdidaho.org T3N R1W Sect 14 ❑ N T3N R1 W Sect 11 N O T E S �X ° w X ❑❑ O 3 I 01 Removal of Obstructions, Item 201 .4.1 .C.1 �X ° I I CDw 02 Remove Tree (6"+), Item SSP 29093 CJJ 0 I 04 Retain & Protect 9 X J 05 Reference and Reset Monuments, Item 2020.4.1 .F.1 0 ❑ ❑ 08 Remove & Reset Sprinkler System, Item SSP 29101 X ,I 0 0 0 0 ❑ ° 09 Remove & Salvage Roadside Sign, Item 1135.01 .06 0 17X 0 ❑ i 0 10 Sod Repair, Item SSP 29064 N I � 0 11 Adjust Manhole To Grade, Item 2030.4.1 .A.1 X Parcel ❑❑ O I " 12 4" Topsoil, Item SSP 25050 & Incidental To Item SSP � 1625 J I W 29064 ,X Jacksons Food Stores Inc 0 R8956000020 a 14 Sawcut Incidental To Project, Incidental To Item 7 N 814.4.1 .A.1 14 I 16 Median Curb, 20' Sections with 2' Gaps, Location X ® ® +50.01 04 I Callouts To Center Of Curb, Item SSP 07009 X 83.24'Lt. 6.75' 04 ® 01 W 01 +49.98 I 17 Standard 6-Inch Vertical Curb & Gutter, Item 706.4.1 .A.5 7 .82'L . 01 +68.00 I N ❑ 14 +49.98 0 � X 23' Ease T 76.50'Lt. +29.21 LQ 20 Concrete Sidewalks, Thickness 5", Item 706.4.1 .E.1 .5 ( ) 80.06'Lt.60.85'Lt. 54 oee 04 ❑ - - 04 +24.66 ro F' W 17 I 61 23 Pedestrian Ramp w/Detectable Warning Domes, Type A, +: 49 89 08 10 12 08 10 12 64.96'Lt. 6.4W 17 y� +20.17 - 11 Item 706.4.1 .H.1 .A.A 17 54.00' 41 20 Lt. 0l 01 04 14 20 04 +88.22 57.19'Lt. y 54 01 53 54.00'Lt. +23 82 53 23 24 Pedestrian Ramp w/Detectable Warning Domes, Type C, Item 706.4.1 .H.1 .C.C3 02 53 W 8' Ease(T) 01 48 oo'Lt. 54 05 04 26 3 4" Crushed Ornamental Rock Item SP 25007 23 ❑ / /W- - - 20 - W W �6.3 W 53 3 FCC R - R Wz � eOeoeoa 34 54 47 Bike Ramp, See Detail Al Sheet 14, Item 706.4.1 .H.1 .A.A I 000 _ o0o 0 -�- � P f - � - { v ❑ 37 12" PVC - C900, Item 601 .4.1 .A.05.12A ° 01 6.5 14 09 24 HP P I TT- 09 UP I 39 72" Dia. Storm Drain Catch Manhole, Item _ P 602.4.1 .E.1 .072 F 1 1 1 37 TYP 26 K3.W C 34 F C 17 0 14 I 01 61 1 I -UP - 40 48" Dia. Storm Drain Catch Manhole, Item P 01 00 01 41 P o F3 P �, 602.4.1 .E.1 .048 + 12" wer 01 eW s❑ Sew- P se 41 Catch Basin - Type I, Item 602.4.1 .F.1 02 39 K2 K3 37 18 F3 40 47 04 01 "� 1 1 Sew 12" Sew r 12" Sewer Sew o + YP z �❑ Sew K4 - -❑ sew 1 Sew 12 6. 0'Lt. 24" RCP, Storm Pipe, Item 601 .4.1 .A.01 .24A Sew 10" F - sew sew 10" FM +00 64+00 65+ 47 Connect Existing Pipe to New Structure, Incidental To 44 N00°3317 ' w sew I N00° 33' 20"E N Item 602.4.1 .E.1 .048 w i 39 47- 1 6 S LI N D R ROAD ❑ D w w 4 9 ' 42 37 C 53 " 12 RCP, Irrigation Pipe, Item 601 .4.1 .A.01 .12A 04 a p 0 PVC 44 2 PV -N/ I ry iv 04 0 D rn o F3 01 W 37 42' 0 w w ❑ w w 12" PVC- �w f1C_C0C1�o1`' 54 . 48" Dia. Irrigation Manhole, Item 602.4.1 .E.1 .048 Sta. 64+6864 LO 75 T 09 YP G F3 r i 0 I "" N = 707276.37 61 Traffic Signal & Related Equipment Modified, See Signal a Foc 41 Median F6 0 I I E = 2449335.49 Plans, Item 1131 .01 .01 L 09 _ 01 Island F3 F3 17 v I K3.E 24 23 1 0 75 Landscape Areas, See Landscape Plans And Details Al & g _ - TYP• 26 K1 ❑� 34 ___ e � c A3 Sheet 39 0 09 �, P 41 - � '4 oc 61 87 ADA Compliant Grating Or Manhole Cover 000 / F C P7n(, IT 3: 47 K4.E JJI L , 40 W � 41 �I �, �, , - 2 Ease(T) 01 m � 20 - - FO w 24 X W ❑ W Q_ 0 +23.57 23 ®® 01 01 +29. 6 --- - 48.00'Rt. Pw ❑ 04 48.00 20 - - -- ---- ❑ 05 O g 08 10 12 87 X 09 ® 08 10 12 Foz S&G +83.57 17 04 041 � Foz } -- 01 - I � 09 61 Trap ❑ 0'Rt. 18' Ea�e T ® 14 Q) o + 54 O m I Q 5 0' 14 +29.49 II +54.42 N 71.80 49 71.00'Rt. 77.12'Rt. 17 0 I Q +54.41 04 04 ❑ 79.99'Rt. O m ' +67.99 z 04 I 01 83.75'Rt. X 5.00' 04 Z N �S9 ?s92s93 �s9 N ° J N BENCH MARKS : _ Z 2590 � A I c I I Z BM #206 - Aluminum Cap � I o I Sta. 62+94.68, 0.0' Rt. o N X N: 707102.42 E: 2449333.80 Elev: 2599.52 N I N I I � w - I Parcel ❑8 1535 0 20 40 60 Y I New Pacific Corporation I o Z I S1 21 322301 5 I _U ° Plan Scale Lei X I W fi ) 10 CD U o Existing xACHD Stormwater g Basin - Rough Grade ❑ I I00 LLJ Basin To Within 6" Of I N o Final Grade r s�ONAL F L II I 0��G\ST �c z - ❑) I ❑ T3N R1W Sect 13 T3N R1W Sect 12 a 0 N E OF 0P��Q N Revisions: Design By: J. Thornton Date: 1/2024 Drawn By: A. Corley Date: 01/2024 Survey By: A. Hafen Date: 09/2022 G R CAR ��At Ada County Highway District• 3775 Adams Street, Boise, Idaho, 83714 project Number: 522038 Project Name: Linder Rd, Overland Rd To Franklin Rd Sheet 32 of 101 www.achdidaho.org 60+00 61 +00 62+00 63+00 64+00 65+00 pIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIII11111111111IL LL r r- APT Sta.60+64.35 - r TBC Elev. 2596.23 _ 2 610 C Offset 37.00'Rt. - 2 610 r CPC Sta.60+64.70 TBC Elev. 2596.24 - r Offset 37.00'Rt. r 2608 Sta. 60+62.90 _= 2608 48" Dia. Irrig MH 6.2 rPT Sta.60+70.47 r 50.75' Lt. TBC Elev. 2596.43 Rim Elev. 2598.02 Offset 31 .00'Lt. - 12" Dia. Inv. 2594.50' (N) rPC St0.60+79.13 2606 P 12" Dia. Inv. 2594.33' (S) TBC Elev. 2596.55 - 2606 PC Sta.60+58.90 Offset 31 .00'Lt. - TBC Elev. 2596.18 PT Sta.60+84.57 - Offset 36.25'Rt. TBC Elev. 2596.60 End Sta.62+59.42- End Sta.60+45.47 Offset 31 .75 Lt. - r TBC Elev. 2597.25 TBC Elev. 2599.04 2604 , PT Sta.60+89.70 Offset 80.06'Lt. PT Sta.62+61 .98 _- 2604 Offset 75.00 Lt. TBC Elev. 2596.78 PT Sta.62+59.39- TBC Elev. 2599.02 PT Sta.60+45.47 Offset 62.00'Rt. Offset 72.19'Rt. r TBC Elev. 2596.66 TBC Elev. 2599.04 r- Offset 56.00'Lt. End Sta.60+89.70 Offset 77.40'Lt. End Sta.62+61 .91 - TBC Elev. 2596.82 r PT Sta.60+40.02- TBC Elev. 2598.75 _ 2602 � Offset 70.00 Rt. PC Sta.62+27.90 Offset 83.72'Rt. - 2602 I TBC Elev. 2596.04 TBC Elev. 2598.24 - C Offset 30.83'Rt. Offset 42.89'Lt. - r GB/PI Sta.61 +79.16- End Sta.60+09.98 TBC Elev. 2597.70 PC Sta.62+26.98 - TBC Elev. 2596.04 Offset 38.00'Lt. TBC Elev. 4 Offset 37.00 Rt. 1 .51 Existing Grade 2600 Offset 75.00'Lt. PC Sta.61 +03.99 TBC Lt.% ® CL _- 2600 PT Sta.60+09.98 - TBC Elev. 2596.75 _ TBC Elev. 2595.8S Offset 37.25'Lt. APT Sta.61 +48.60 12 Irr 17 LF N r Offset 56.00'Lt. PC Sta.61 +09.43 TBC Elev. 2597.33 ® 0 87%� - N PC Sta.60+34.04- TBC Elev. 2596.80 Offset 37.00'Rt. t l � 7 o Offset 38.00'Lt. N 2598 CTBC Elev. 2595.98 TBC Rt. ,�� _= 2598 !� Offset 30.00'Rt. 3.09% -0.92% -0.57% 1 .29% - I 1 .24%� _ - f -1.3 % k 1 .09%J17� 1 1 o 0.78% � 12" Irr 35 LF � - z r 0.54% ® 0.77% ^EX FO I � 259 6 1.60% ' l_ 12" Irr 154 LF EX FO 0.53 . I ® 1.00% EX FO Exist Irrig -- 2596 -0.59%J M I PT Sta.61 +28.08 ' - o " Irr 63 LF TBC Elev. 2597.20 � 2594 12 1.61% Offset 37.00'Rt. _ 2594 r End Sta.61 +23.59 7-Exist Irrig • " - �' SEX NG TBC Elev. 2597.37 SDMH K5 Exist _ _- Offset 69.96'Rt. _ > 12" SD 86 LF \-PC Sta.61 +23.60 0.21% TBC Elev. 2597.28 2592 -� 1 .Offset 62.00'Rt. 1 - 2 59 2 24" SD 28 LF ��� EX ® 1.00% 12" SD 18 LF - - ® 0.22% Sta. 62+63.47 Exist 48" Dia. Irrig MH 6.5 2590 P Pressure 41 .83' Lt. Exist Sanitary Sewer - 2590 Rim Elev. 2598.79 - w \�-24" SD 49 LF- Sewer 12" Dia. Inv. 2596.56' SW _ v - +�-�® 1.00% Sta. 61 +26.88 12" Dia. Inv. 2596.56' ( ) Catch Basin K4.E, 46.84 Rt. (N) - Rim Elev. 2596.75 Sta. 62+35.38 - 0 12" Dia. Inv. 2592.70' (W) 48" Dia. Irrig MH 6.4 _ a 2588 ` Sta. 61 +07.44 68.69' Lt. _- 2588 } Catch MH K4, 10.12' Lt. Rim Elev. 2599.35 Q � Rim Elev. 2596.87 12" Dia. Inv. 2596.26' (NE) 12" Dia. Inv. 2592.37' (E) 12" Dia. Inv. 2596.26' (SE) N 24" Dia. Inv. 2590.93' (S) 2586 24" Dia. Inv. 2590.93' (N) - Staff 62+20.70 - 2586 Fn Fn - Sta. 60+71 .97 48 Dia. Irrig MH 6.3 - - z Catch Basin K3.W, 29.50' Lt. 53.98' Lt. - �I Rim Elev. 2596.01 Rim Elev. 2599.15 - o 12" Dia. Inv. 2591 .84' (SE) 12" Dia. Inv. 2596.08' (NW) z 12" Dia. Inv. 2591 .94' (S) 12" Dia. Inv. 2596.08' (S) - 2584 w 25 Sta. 60+63.51 - �i Catch Basin K3.E, 35.49' Rt. _ Rim Elev. 2595.78 12" Dia. Inv. 2591 .89' (W) - -Sta. 60+60.55 _- 2582 2582 Catch MH K3, 10.28' Lt. Sta. 60+26.09 Rim Elev. 2596.26 _ Catch MH K2, 10.28' Lt. 24" Dia. Inv. 2590.67' (N) 0 20 40 60 r Rim Elev. 2595.82 24 Dia. Inv. 2590.67 (S) - Z r 24" Dia. Inv. 2590.23' (N) 12" Dia. Inv. 2591 .79' (E) Z 2580 24" Dia. Inv. 2590.13' (E) 12" Dia. Inv. 2591 .79' (NW) = 2580 Plan Scale 9 - 24" Dia. Inv. 2590.57' (S) - r Sta. 60+14.31 Catch MH K1 , 42.78' Rt. r Rim Elev. 2595.95 KELLER o r 24" Dia. Inv. 2589.58' (W) g 2578 C 24" Dia. Inv. 2589.48' (E) - 2578 LU 5s\O NA L ' ,- G\S 0 T C m �o = J NOFo N Revisions: Design By: J. Thornton Date: 1/2024 Drawn By: A. Corley Date: 01/2024 Survey By: A. Hafen Date: 09/2022 (� R CAS Ada County Highway District• 3775 Adams Street, Boise, Idaho, 83714 www.achdidaho.org Project Number: 522038 Project Name: Linder Rd, Overland Rd To Franklin Rd Sheet 33 of 101 \ Begin Control ° x Sta. 101 +28.46 ' I O \ p x x \ N - 703592.53 25.00 I N O T E S \ E = 2449130.23 14 T3N R1 W Sect 14 x x W • o U O I K Curve C1 \ • + 8.4 = x 01 Removal of Obstructions, Item 201 .4.1 .C.1 O Lt. R = 40.00' 2•39 +51 69 I N • 8. x X 02 Remove Tree (6"+), Item SSP 29093 A = 90°14'30" Lt. 4 2'Rt. 1�99 Rt. 0 • 20.00'Lt. \\\\\\ o :7 � L = 63.00' 4 +61 92 . B Retain & Protect T = 40.17' Parcel 1 25.24 Rt. I 04 x x X t For Irrigation Design 06 Remove Fence 1655 o O gy Towns Family Trust PC: 1 + I o See Sheet 18 Curve C2 R7192800676 ° ;• A<6 +21 .46 20 04 12 98 ox+74.8 +78 85 `n x 09 Remove & Salvage Roadside Sign, Item 1 135.01 .06 ��,_ - d - _ ,/ _ x 20.88 Lt. 12 4 Topsoil, Item SSP 25050 & Incidental To Item SSP R = 40.00' 0 . X X__ - X - V J- o • /t� • - x x P ry \ X -x X X X X X .�.. �. x x .� x o - � �X -X­ ,; XI/�---X 29064 A = 90°00'00" Rt. 28 •• . ••................••...... . ... ........ .. o • .•• _ L = 62.83' C1 09 •••• 'ossible E n age Field '•. - - - _ =�` = 14 Sawcut Incidental To Project, Incidental To Item T = 40.00' N 06 �a rce 814.4.1 .A.1 + Septi x x X o Tank •00 +17.45 995 0 17 Standard 6-Inch Vertical Curb & Gutter, Item 706.4.1 .A.5 7 x o d3 •• 38.06'Lt.Ad County Highway District +71 .6 F9 '`O I +81 .81 0, • x U 06 \ c R7192800240 - - - - - - - 19 Curb And Gutter, Type Curb Terminus, Item 706.4.1 .A.7.B 44.59 t. Fo X 103+007 01 ry C) 1 3.28 Lt. •• - } +75;5 / _ N00°32 54 E � o _ .• 2.33 31 .44 Rt. �'� o � O 20 Concrete Sidewalks, ",Thickness 5 Item 706.4.1 .E.1 .5 X x 47.19'Rt. +21 .47 W VERBENA ST L- I I 0+72.17 O1)cO •;�� 01 Reference Landscape Plans F 13.00'Rt. x 13.01 Rt. p O for Stormwater Basin Details 28 Asphalt Repair - Other, Item SSP 08125 _X 24.56 / (Not In This Set) For Irrigation Design 02 See Sheet 116 EP EP X �� FP 0.29'Lt� 73 GSI Topsoil, Item SP 25050.1 rn - - - - C2 06 20 \ 73 98 Hydro Seeding As Required, Item SSP 29060 x - - - - - - - _ o \ - - - / Reference Landscape Plans 20.50 Rt. for Stormwater Swale Details 73 � / +40.5 +42.37 � Paved Access / (Not In This Set) 19 20.50' t. 45.02'Lt. Road - - �-- - - - - - - - - - - - - - - �- PT: 10 .5,0 l m o • See Sheet 37 x i. • 19 EP �• - - - - - - - - - 17 a- I x O �2. � w I X - - ---- --- - - - - _ FOC x x P/L - - p L o x - -- - __ x x x x x� x / x x P/ - P/L - - P/L - P/L - - P/L - - P/L - - P/L N oHP P o p x N End Control �UC HP OH OHP OHP fl UP Sta. 105+00.00 = \ F 11 o Fo Foc St a. 30+19.09 Linder- FOC FOC FOC � Fp d3 d3 EP EP EP - - - EP - P � = 703826.98 Fnn ���, S LINDER ROAD i F -� -� -� -� -� E = 2449302.15 ____ 29+00 See Sheet 18 30+0011 / N00°32'54"E 31 +00 / � - + W12" PVC- -W 12" PVC W W w W 101 +00 102+00 103+00 104+00 105+00 N O N N W 2602 2604 g 60.00' _ Vertica Curve _ PVI Sta 103+60.00 40.00' 2602 PVI Elev.2598.83 Vertica Curve _ �CL Linder Road 2602 d I K=22.07 PVI Sta 104+40.00- m o PVI Elev.2597.56 w oC6 N+ ao K=15.41 + o �am > ro co r l� + aoa_ o roLO N ° 26002600 00 Q + 0W (nLd j o mN N N 06 Design Grade a_ ``' � w m + `n > � J 0w I p0% m 2598 0 ° N N cL _- � " 2. 2598 N , nn% _ z vi m 1 .12 0 �F i n v N 0 W j to z m 0 2596 " w 2.00% �- /� 2596 Existing Grade Q @ CL U z 2594 2594 12" Irrig Pipe 0 20 40 60 z J z Plan Scale 2592 2592 0 KELLER • z 2590 2590 o S ,\o NA L FN 0Q��G\S T C 2588 2588 0 N O E OF oP��Q N Revisions: Design By: J. Thornton Date: 1/2024 Drawn By: A. Corley Date: 01/2024 Survey By: A. Hafen Date: 09/2022 G R CAR ��AcFm Ada County Highway District• www.achdidaho.org 3775 Adams Street, Boise, Idaho, 83714 project Number: 522038 Project Name: Linder Rd, Overland Rd To Franklin Rd Sheet 34 of 101 T3N R1 W Sect 14 N O T E S d� d3 d3 d3 / / d3 — d3 F - -� 02 Remove Tree (6"+), Item SSP 29093 r d3 ems--- d3 d3 d3 d3 - - d3 d3 d3 dE Item SSP 29090 +0 24+0 l 03 Trim Tree, x TP 25+00 N00`32'54"E 26+00 27+00 —� —� — I 04 Retain & Protect x Begin Control S LINDER ROAD i1r, Sta. 80+05.51 = 12" PVC oz w See Sheet 16 W oo w w r12" Pvc 06 Remove Fence I II Sta. 23+19.ine EP _ EP EP ill For Irrigation Design 08 Remove & Reset Sprinkler System, Item SSP 29101 x 49.63' Rt. Liner EP El �p - - EP - EP — EP c EP EP - fi N = 703126.45 See Sheet 16 10 Sod Repair, Item SSP 29064 E = 2449345.07 x — — — — — 12 4" Topsoil, Item SSP 25050 & Incidental To Item SSP 64 III P w 1 Multi—Use Pathway Face of MSE Wall — — — — — 29064 ll 64 Gate 4' Metal, Item 2040.4.1 .B.1 J A 81 +00 a- 0000 66 Gravel Driveway — Irrigation Pump Station Access; See o — — — NO` 32' 54"E — 82+00 o _Gravel Driveway 83+00 4+00 d Sheets 35 & 36 and Typical Roadway Section 12 Sheet N 02 ll N o Pump Access 66 — '� — & C 11 7#_ 7 03 06 •7•.•••/•.�r• •••y�• •• • ••�i••i••i•i••i••�••3i••i••i•i••i••i••i••i•i••03 IV 0� 03 93 03 93 000 c� \ J • ^ • e 0 W W ••�'•••v U x �� +27.51 •. •• +03.51 10.00'Rt. O •• �• 10.00'Rt. 0 • • /d 1 1 •. 'Q2 03 1 2585.941' 009 •. j• O 08 1 0 1 2 ,/ —,/ — • +55.51 • • +75.51 \ — �/d x x —x o 38.00'Rt. • • — — — — — — • y 38.00'Rt. d x • •••4•04•04 •a•• 1/d —— —— x :; -->- --- bl�— For Irrigation Design I� —— — — —— x� -- --J � O See Sheet 16 O ° x� 20.00' I , IUt X (Y 70.00' I x � ® I O + \ X Existing Irrigation \ x I \ Pump Station x ® ® I i XI Parcel I Parcel \ � I ® Parcel 6 / \ I X 1089 1075 Parcel O Parcel\ X Kimball G&L Family1061 o x ® c 1131 Parcel I Estate Trust \ Christina Najmabadi Lynn Z Horizon HOA Inc 158 Andrew C Linn I 1117 \ Parcel R5464350460 \ R5464350450 Revocable Trust R5464350390 Mar A Riggs R5464350490 I Benny R Poole 1103 \ 464350500 y I Camy LLC R546350440 R5464350480 ,� R5464350470 r 76 x ,� 80 \ 79 74 \ Ln N 80+00 81 +00 82+00 83+00 84+00 r2 LO W Q g 2610 I 2610 2608 2608 Q w Of 0 } 2606 2606 Q 0 Q 0 / N m 2604 � 2604 Z 0 0 N of O O / 00 O O O 2602 N ; o + 2602 m v I-) j 0 W p N � 0) Design Grade N > ° N _ ® C L m 2 cn w/ 0 > 2600 47% 7^ , " W 2600 0 —V.JO/o 0 / - — Existing Grade 0 20 40 60 z — �— �@ CIL — Plan Scale 2598 12" Ir ig Pipe — 2598 0 KELLE0 ■ Z • 2596 _ 2596 0 0s\0 NA L FN C, C 12" Irrig Pipe �°� �� o �sT 2594 F2594 0 N O E OF 0P��Q 04 N Revisions. Design By: J. Thornton Date: 1/2024 Drawn By: A. Corley Date: 01/2024 Survey By: A. Hafen Date: 09/2022 G R CAR ��AcFm Ada County Highway District• www.achdidaho.org 3775 Adams Street, Boise, Idaho, 83714 project Number: 522038 Project Name: Linder Rd, Overland Rd To Franklin Rd Sheet 35 of 101 1 T3N R1 W Sect 14 N O T E S Curve E1 \ rug a'��c HP off 01 Removal of Obstructions, Item 201 .4.1 .C.1 UP �p 02 Remove Tree 6"+), Item SSP 29093 R = 10.00' Fp EP EP — EP EP FC EP FOC P EP � J A = 90°00'00" Lt. —� —� —� —� —� / 03 Trim Tree, Item SSP 29090 L = 15.71 ' 29+00 C1404 30 0 - -� -� T = 10.00 — 04 Retain & Protect S LINDER ROAD 3: w VV 12" Pvc w _ PI Control w 08 Remove & Reset Sprinkler System, Item SSP 29101 EP C EP EP C EP E� See Sheet 18 Sta. 86+92.08 Sta. 29+55.80 EP 21 L EP 10 Sod Repair, Item SSP 29064 Linder N = 703763.70 18arn For Irrigation Design 12 4" Topsoil, Item SSP 25050 & Incidental To Item SSP E = 2449301 .55 oz 22 FA /� See Sheet 18 29064 o 20.00' 18 3—Inch Rolled Curb & Gutter, Item 706.4.1 .A.1 + + Multi—Use Pathway + Face Of MSE Wall +48.58 Transition From 6 Vertical Curb to 3 Rolled Curb 00 00A A A A o PT: 86+48.12 22 Concrete Driveway Approach, Item 706.4.1 .F.1 a- o Gr I riveway +48.59 E1 W C 04' 18" 85+00 o Pu Access 86+0 10.00'Lt. y W a 66 Gravel Driveway — Irrigation Pump Station Access; See — _ NO° 32 54 — — _ , W y Sheets 35 & 36 and Typical Roadway Section 12 Sheet _J 03 02 C0 — 02 d — — `� 01 W +47.45 W W 11 +� •-•-.-+-•-• Cn P �J o3 02 h N •� 14.90R W U •••••W •0W y W Ease(P) + •4 0 Ease(P) +� r • 02 `` W W �� -- ---� �— +86.27 N •• �i a 15.00'Rt. +86.21- — _ x X �9.99'Rt. oo — + • — 'w 15.00'Rt. 08 10 12 Par I EEO 01 4.58'Rt. +99.02 1 ° 04 O 69 Blu orizo OA Inc Ow �+ +39.07 R5 C 390 35.81'Rt. 00 O L i I Parcel I Ix 1047 Parcel erosin Family 1033 Parcel Parcel \ o rL St 05/03/2021 \ 1005 Ld z \ 5464350430 Derek Giles 1019 R5464350420 Fernando Jacuinde Cheryl J Crowley R5464�3�410 \ \ R5464�\400 Ln N 85+00 86+00 87+00 M W Q U7 g 2610 2610 2608 2608 Q w 0 } 2606 2606 Q 0 Q 0 / N m 2604 2604 z in i co Lq 000 00 00 CD 2602 0 o 0 o � ° 2602 �i � co co rn o N � N � N U 4 > > 41 N z w Design Grade 0 w m 0 2600 0. 0� ® CL V13ack Of MUP __� 4F% 2600 0 o- 0 20 40 60 z Y �� F—� �— �—'\ __L_� J_ Plan Scale z 2598 2598 0 \-Existing Grade ~ @ CIL ■ 0 o' oA S S • z 2596 2596 0ci -C3 N A L FN O 0 o a � 2594 2594 0 N O E OF oP��Q N Revisions. Design By: J. Thornton Date: 1/2024 Drawn By: A. Corley Date: 01/2024 Survey By: A. Hafen Date: 09/2022 G R CAR ��AcFm Ada County Highway District• 3 www.achdidaho.org 775 Adams Street, Boise, Idaho, 83714 project Number: 522038 Project Name: Linder Rd, Overland Rd To Franklin Rd Sheet 36 of 101 T3N R1 W Sect 14 _� N O T E S x 108' Ease(P) eptic I x x O V I I M I• I \ Tank " x I • Curve D1 o x—� x x ` 12 98 I Parcel 4 d : 01 Removal of Obstructions, Item 201 .4.1 .C.1 x x it � d� Peggy 1 655 �. 101 +58.46 02 Remove Tree (6"+), Item SSP 29093 R = 50.00 : / \ \ P Towns FamilyTrust PI Control 4) A = 44°52'45" Lt. O \ R7192800676 Sta. 95+04.97 4) L = 39.16 0 80, 'o \ 06 Remove Fence x �— x = Sta. 101 +89.96= � � ° T = 20.65 Ease(P /a o °� X Verbena x 10 Sod Repair, Item SSP 29064 Parcel 2 N = 703603.50 CD 1 195 x Parcel 3 \ X x x E 2449j8 j74 F_ •• 12 4" Topsoil, Item SSP 25050 & Incidental To Item SSP HK&M LLC 1155 +83.79� N 29064 R7192800710 / Ada County �x 13.11'Lt. + Possible Existing Highway District 0 x x 0� O 0 58 Fence — 4' Chain Link, Item 2040.4.1 .A.1 �5 X Drainage Field a R7192800700 \ I 'pis �h O X O (Begin Control �- 64 Gate 4' Metal, Item 2040.4.1 .B.1 O 01 Sta. 90+07.01 = I x 58 L } +69.36 � � Sta. 23+18.63' Irrigation Design, 10.001t. 68 Paved Access Road — Residential; See Sheet 37 and See Sheet 1 6 X - Typical Roadway Section 14 Sheet 11 53.63' Lt. Linder I x x x x x x x x x x x x x Irrigation Design, '38' N = 703126.67 12 98 oz I I See Sheet 16 Ease(P) E = 2449241 .820' Ease(T) 10' /0 h� f 98 Hydro Seeding As Required, Item SSP 29060 Ease(T) o \ X r m • ( ) 47, rn 06 • 28' Ease P —� N • W Zr28' Ease (P) � W - 64 li .. l Qp FA� �m . o� o" • Gravel Access to all EP EP y` EP W /// 20.20 EG EG 01 �� — — O EP O EP W W W W W rn>�� / 20.20'Rt. 9d 0 0 91 + �" v o — — �10° 32' 54"E — 93+00 68 0 94+0 10.00' rn • I o Q� 02 x Paved Access Road o NN X /• —E - — — — — �P —E� — FPR7w �P EP — Residential •. �' — - - FP - - EP J �V-1 V VI Multi Use Pathway Face of MSE Wall x - - - - - - - - - - - - x L1HP x — —� OHP -- —�—_0 P OHP x — --�— FOC x x- ----�---- ---- — -- — OHP OHP P ---- ----- Rl U FOC - - FOC FOC F, CD d3 -- d3 d3 d3 d3 d3 d3 F d3 d3 d3 dd dE d3 d3 d3 d3 'II I d3 EP x TP72*24+0 25+00 N00°32'54"E 26+00 27+00 I ow S CINDER ROAD z I x w 12" PVC W r� CL , / 0 � w CD r❑ See Sheet 16 �,�; w w �r12" Pvc W � II EP EP EP � EP W EP EP EP � EP �� II" W g x EP - EP EP EP G EP EP EP EP — /.. 0 N N 90+00 91 +00 92+00 93+00 94+00 95+00 r� W Q g 2606 2606 2604 2604 0 + 00 > o o p } 2602 U) I 2602 " w � L0 No vLO 2600 _ o v � �I 2600 Z m � + � 0) r- + '� + `° Z 1 (6 0 � �`1�\. �'' m >� Design Grade rn � v N 101 2598 82q �, W ,�c� CL o N 2598 r7 N > _ > o m2 m 2 0 W � w —0.38% _ 48% of 2596 0 /� ^� 2596 0 L_ 12 Irrig Pipe Existing Grade L @ CIL \ EOP Verbena 0 20 40 60 z N I Bulbout J Q 2594 x 2594 Plan Scale 0 00 \-12" Irrig Pipe LKELLER Z 2592 2592 O 0 ,\O NA L FN a O� �G\sT FC a o a � 2590 2590 � 0 N O E OF N Revisions: Design By: J. Thornton Date: 1/2024 Drawn By: A. Corley Date: 01/2024 Survey By: A. Hafen Date: 09/2022 G R CAR ��AcFm Ada County Highway District• 3 www.achdidaho.org 775 Adams Street, Boise, Idaho, 83714 project Number: 522038 Project Name: Linder Rd, Overland Rd To Franklin Rd Sheet 37 of 101 Concrete Bridge Approach I � 2.00% Bicycle Railing Inl%� 1 0 o �0 Concrete Transition Type 2 or 3 Inlet N. Lip of Gutter & Flowline to Follow the Roadway Profile, The Curb to Taper Down to be Flush with the Concrete Transition 1 75% Combination Pedestrian Railing Curb Flowline VA rn i N MSE Wall MSE Wall N Standard Curb & 7.0' 2.0' � Multi-Use Gutter (Full Height) 23+39, 27.00' Lt. 23+39, 25.00' Lt. 23+39, 27.00' Rt. Sidewalk Curb Pathway 2625.24 TBC 2624.82 LIP 2625.24 TBC 23+39, 39.17' Lt. 23+39, 25.00' Rt.QD 23+39, 39.17' Rt. 2625.42 BOW 2624.82 LIP 2625.42 BOW 0 w 23+24, 27.00' Lt. ISOMETRIC VIEW 2625.00 TBC 23+24, 27.00' Rt. w 23+24, 25.00 Lt. 2625.00 TBC R20.0' 2625.04 LIP � 23+24, 39.17' Lt. a 23+24, 25.00' Rt. 23+24, 39.17' Rt. Ln 2624.58 BOW 2625.04 LIP 2624.58 BOW K' 23+19, 39.17' Lt. ❑ El ❑ ❑ 23+19, 39.17' Rt. 2624.83 BOW 2624.83 BOW N 23+19, 25.00' Lt. 2625.12 CON Crushed 15.00' 5.00' 23+19, 25.00' Rt. Aggregate C° 2625.12 CON 0w Bicycle Railing Bridge o 2625.42 Type 2 or 3, See 2624.58 2624.83 Approach Cn BOW Sheet 45 or 46 BOW BOW Slab c g 0 N 0 Bridge o 0 Approach Inlet Slab I Q 20+81 , 25.00' Lt. \ �� w 2625.12 CON 6" Vertical \ o Concrete Transition From 20+81 , 25.00' Rt. o \ z i, OVERPASS - See 20+81 , 39.17' Lt. Curb Multi-Use Pathway to 2625.12 CON 20+81 , 39.17 Rt. � �, \ Bridge Plans 2624.83 BOW o 0i Bridge Approach Slab 2624.83 BOW \oQ \ QInlet (Typ.) \\ o' ❑El El 5.0' \ w 20+76, 39.17' Lt. 20+76, 25.00' Rt. 0 2625.00 262458 BOW 2625.04 LIP 20+76, 39.17' Rt. S0, 2625.21 . TBC End 20+76, 25.00' Lt. 2624.58 BOW [if TBC 2625.00 TBC TBC 20+76, 27.00 Lt. 2625.04 LIP 0 20+76, 27.00' Rt. m o 2625.00 TBC 6" Vertical z N 20+61 , 39.17' Lt. 20+76, 25.00' Rt. g 2625.42 BOW 2624.82 LIP 2625.4 39.17' Rt. R20 0' Curb wl Combination Pedestrian 2625.42 BOW 20+76, 25.00' Lt. R1.5' j Railing, See Sheet 44 2625.04 2625.12 20+61 , 27.00' Lt. 2624.82 LIP 20+61 , 27.00' Rt. Tactile Warning Surface Indicators 2625.24 TBC 2625.24 TBC (TWSI), Construct Under z (Place Face of Wall at Gutter Lip CON Manufacturer's Recommendations Crushed w Face of Curb) Railing Bicycle Railing Y 9 Bicycle Y 9 (Ada Solutions Or Equal Too) Aggregate VA �I Concrete Bridge o Approach Sleeper a 0 Beam I z w 10.0' S.O' 2.0' 0 U PLAN VIEWS OVERVIEW Multi-Use Pathway Buffer Curb z NOTES: Y This Layout is Typical For All Four Corners at the Bridge. BIKE RAMP - BIKE LANE/MULTI-USE PATH TRANSITION z Q A 1;4 0 4 8 0 BRIDGE APPROACH TRANSITION Al z 1:4 0 4 8 KELLER 0 55\0 NA` F/V C Z< G\S T z a • D E T A I L T I T L E 7 0 Revisions: • S I G N A T U R E S _ PATHWAY TRANSITION DETAILS 0 °F\9 NP�� Design By: J. Thornton Date: 1/2024 Drawn By: A. Corley Date: 1/2024 (� • CAR �1'�AcHD Ada County Highway District• www.achdidaho.org 3775 Adams Street, Boise, Idaho, 83714 project Number: 522038 Project Name: Linder Rd, Overland Rd To Franklin Rd Sheet 38 of 101 . w rn N 8" Min. Low 0 Permeable Soil Keystone Cap Unit C Keystone Cap Unit Keystone Compac II Unit Multi—Use Pathway Keystone Compac II Unit LLJ —III z Retained Soil I I,�I I - 1 °� - Multi—Use Pathway ° ° ° ` ° ` ° ° 41 I= _ _ III— — 1-1 - - = 1 8„ _ Unit Drainage Fill =11 C I I=1 I I=1 I I=1 I I=1 11=1 �—i i i—���—��—� —1 I I g" = 8" Min. Low Q (3/4 Crushed II il, < ° ° Permeable Soil Unit Drainage Fill = � `� (3/4 Crushed I—I ro Rock or Stone) a < o a a _ I i_ _ _ 'cn ° Rock or Stone) -I _ =1 I I—I I I- -1 -III —=1 I I;; ,; �_I I I I I I i I I I I I=1 I I-1 I I III , Approximate Limits —III=1 III-1 � � �� �� _I Q II III. _ _ Note: _ _ Approximate Limits Note: II __ �_� 1 . Use When Walls Do NOt Exceed pp of Excavation — I 0 1 . Use When Walls Do Not Exceed I I11,. 1 I M. Maximum Height For Gravity Wall As of Excavation Maximum Height For Gravity Wall As g y I I=III-III,, 1 11= Required By Manufacturer. Undisturbed Sub grade Required By Manufacturer. CO 2. Where Possible Adjust Grades In 4 Perforated PVC Drainage g 2. Where Possible Adjust Grades In Undisturbed Sub grade 4 Perforated PVC Drainage g Tile Wrapped in Filter Fabric Landsca e Areas To Maintain ri o Landscape Areas To Maintain P Li (If Required) Unreinforced Concrete or Appropriate Height For Gravity Walls. Tile Wrapped in Filter Fabric > Appropriate Height For Gravity Walls. Crushed Stone Leveling Pad (If Required) Unreinforced Concrete or Cn 3. Install Per Manufacturer's 3. Install Per Manufacturers Crushed Stone Leveling Pad I— Recommendations. Recommendations. g B1 TYPICAL GRAVITY WALL SECTION - CUT B3 TYPICAL GRAVITY WALL SECTION - FILL 1/2" = 1'-0" 0 1' 2' 4' 1/2" = 1'-0" 0 1' 2' 4' 0 0 vi J_ Q W 0 L, 16.00' o_ Q Cn 8.00' 8.00' 0 z g Origin Point — N � Station On Plans o O O O O ���0 O O O O O O O O O O O O O O O O O O m o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o O g O O O O O O O O O O O O O O O O O O O O O O O O O of o o ° ° O O O o O O o ° S o 0 0 O o s° Z If) O O C� O (n O O O O O O O O O ° O O O O O O O O p p O O O O O OO W I r7 Q Origin Point — Plantings — See zStation On Plans Landscape Plans 22.00' Plantings — See w 15.78' 15.78' Landscape Plans 0 I j 31 .55' 0 o' z z LANDSCAPE DETAIL 2 - MEDIAN LANDSCAPE DETAIL 1 - BUFFER QAl 1:4 0 4 8 A3 1:4 0 4 8 0 0 Of KELLER z w 0 55\0 NA` F/V C G\S T z a • D E T A I L T I T L EIt M !_7 Revisions: • S I G N A T u R E s •CN GRAVITY WALL & LANDSCAPE o ' _!� F\OP�o Q= CN o Design By: J. Thornton Date: 1/2024 Drawn By: A. Corley Date: 1/2024 DETAILS CARNP ��AcHD Ada County Highway District• www.achdidaho.org 3775 Adams Street, Boise, Idaho, 83714 project Number: 522038 Project Name: Linder Rd, Overland Rd To Franklin Rd Sheet 39 of 101 .1' 1 (4) Anchor Bolt; 1 "x36"x4" 2'-0» Base Plate; See Pole Manufacturer oQ � 1 CO N (8) #5 Hoops (6" O.C.) N O N (6) #5 Vertical Bars N O W z Pole Base - Plan o- o_ Sta. 20+81 .34, 41 .1 1 ' Rt rn 0 FG Elev. 2624.80 N O N 11-1 N I � C Q < c� I— Camera Pole; g o c See Specifications C� Bicycle Railing Type 2 Bicycle Railing 7 ��JJ`Qo''Qo�� (4) Anchor Bolt; 1 "x36"x4" Type 3, See CD 0 0 Roadway Plans go Base Plate; See Pole OOQ 0 Manufacturer Li OQ�QOO�G( TOC: 2625.50 �J' C�Q�J' Ornamental Rock a �0000�o Keystone Block Retaining Wall Keystone Cap Unit Of Multi—Use Pathway w c4C�n„c4C� R13.00 TOW: 2625.25 Q o00��5.00'�� L .07 Keystone Compac II Unit O A3 g J O Q N a O�Q ° ° Qoo` Sta. 20+64.91 , 45.17' Rt. z �OgOOO FG Elev. 2623.27 Q oo�opOoo�o� 4"-6" Of 3V' Ornamental /\\ / Unit Drainage w Q Rock, Item SP 25007 \ // Fill (/4" Crushed 00� 4 O OOg�00o. \\/ Rock or Stone) 0 N �O.�jQ�o��O.�j Conduit; 1 " PVC / I �// m U-c4��U- / /�� \// a 00 v, 0000�0 �j�\j� \\ 0 0000 \\\ \\ Multi—Use Cn Pathway 4 UoO (8) #5 Hoops (6" O.C.) \ of O���o ^� � /\/\ Oo (6) #5 Vertical Bars 1 1_0 2'-0" I Note: Cn O 1 . Use When Walls Do Not Exceed Compacted Soil o a Q Maximum Height For Gravity Wall As Unreinforced Concrete or cal Required By Manufacturer. Crushed Stone Leveling Pad 2. Where Possible Adjust Grades In Landscape Areas To Maintain 4" Perforated PVC Drainage z Appropriate Height For Gravity Walls. Tile Wrapped in Filter Fabric Y Sta. 20+48.66, 41 .11 ' Rt 3. Install Per Manufacturer's (If Required) z FG Elev. 2625.25 Recommendations. Q o' 0 CAMERA POLE - PLAN VIEW Al CAMERA POLE - SECTION 0�9A30 1:4 0 4 8 z Li • O 55\0 NA` F/V C Z< G\S T z a • D E T A I L T I T L EIt M 7 o Revisions: • S I G N A T U R E S 'zz _ CAMERA POLE DETAILS 0 °F\9 NP�� Design By: J. Thornton Date: 1/2024 Drawn By: A. Corley Date: 1/2024 (� • CAR ��AcHD Ada County Highway District• www.achdidaho.org 3775 Adams Street, Boise, Idaho, 83714 project Number: 522038 Project Name: Linder Rd, Overland Rd To Franklin Rd Sheet 40 of 101 .1' 1 N O T E S LO -- P/L E EG EG EG EG EG EG EG m P/L >LV V V V Y V V V V V V mTT I _ � � I I\ X IIII M M / a0 end zI end „z� M ll S Linder Road p,m M e M—Ond urt II n I III mX I 0--73 O �— E-?@ DOS— �— N0°32'S` IE OE E-25+AX-- 'E < IE 0 < IE O I 23 A I Back of Walk 00J dH0 Ana O —30d — �Od �Od � _ — X x x x d — dH0 — f \�—dH — ---- '�—�� ----f—\ Ho -A A A A A A A A A At — �3 a� — M�� 122 98 129+79 129+00 I2 +00 . x s° Q Begin MSE Wall Sta. 127+99.69 = tiJ Face of Face of Wall \ Z Sta. 129+58.66 = x Wall Coping Control Line �` ` Section �- Linder Road Sta. 27+99.60, 43.96 Lt. x — — Sta. 127+01 .34 End MSE Wall / Sta. 27+01 .34, 39.63 Lt. A1/42 _ Sta. 123+19.00 Sta. 29+58.56 = \ 43.96' Lt. \ \ Linder Road O \ N = 703766.88 \ A7 ' E = 2449257.62 =Sta. 23+19.00, 39.63' Lt. N = 703127.30 F— E = 2449255.82 � Y� I I x x x x x x x x x� LU Verbena Road X /— x x I x x 00 x \ \ -x —x x p/L x — x—� k — x x x — x x x x \\\\\\\\\\ \ O � x P/L \ x \ \ N \ �� /\ X x I I x - - r N �J I x I I x - 0---x x x x x x � x— N CD E W F- Z_ Lq RETAINING WALL PLAN & ELEVATION - °° LINDER ROAD LEFT (WEST WALL) N O N N 0 2670 2670 Q Cn 260.00' Vertical Curve Roadway Bridge g 2660 PVI Sto 124+70.00 2660 PVI Elev.2623.30 K=75.54 0 2650 000 2650 + (0 MN M 2640 140.00' Vertical Curve 0 04 N N 2640 Z PVI Sta 128+88.01 0 PVI Elev.2602.21 LO + a w N w Bridge K=69.77 "? N N N � m �o Approach N 2630 Cd � c(o � + — m m Slab 2630 00 i o N N Back of Walk (Elevation rn w Top of Railing _ _ _ _ — 1 66% — z N N 0 5 Reference Line) o 4- n 2620 + 0 N N v w — m _ — — _ o 2620 I + N a� N _ — _ _ — — — — GB Sta. 123+39 ° o z N �' +, w — — — BOW Elev. 2625.40 - o CD 5 cn — mm _ — I 4.30% °' D � 0 2610 aw > m m � — _ �0� — N m — Bottom Of MSE Wall & Coping GB Sta. 123+24 w 2610 GB Sta. 129+58.66 � — — Coping (Textured) — See o � BOW Elev. 2624.75 m C ") —5'0� — Finished Grade Detail A4 She t 43 —1.52% Q BOW Elev. 2600.09 m _ _ — — — _5.00% UI 2600 End MSE Wall —3.00% Top Of Leveling Pad At Wall Top Of Leveling Pad � 0 2600 z - Elev. 2595.41 o Top Of Leveling aad- U Elev. 2594.06 0 2590 2590 eyeing a 0 30 60 90 J 158.97' 98.34' 282.35' 100' Z Plan Scale it 2580 639.69' 2580 0 o � KELLER 0 2570 g 130+20 130+00 129+00 128+00 127+00 126+00 125+00 124+00 123+00 w 0 0s\O NA L EN O� �G\ST FC o a � Digital Signature (� o 0 N O E OF N Revisions: Design By: J. Thornton Date: 1/2024 Drawn By: A. Corley Date: 1/2024 Survey By: A. Hafen Date: 09/2022 G R CAR ��AcFm Ada County Highway District• www.achdidaho.org 3775 Adams Street, Boise, Idaho, 83714 project Number: 522038 Project Name: Linder Rd, Overland Rd To Franklin Rd Sheet 41 of lol N O T E S IT T— EG EG x X X — �L, FP FP E� _ V V V V V V V V V V V V L jZql �v V V V V --w ° , BHP ——— P — — — x —_ __ _ L— �/L — — / — — P/L — _— ---- ��— • —�— — >--- —� OHP P x x x x x —�---- I , o —� A° F°C F°° S Linder Road F°° i F OHP oo I — —� —> —� — +�o—> —� N&- 2'54>E 26+0 -� — > o -�17+00 > —� —� —�29�> —� —> o - X. I " — —A 12" PVC-W O W W W W 12" PVC 12" PVC' W W Oe / X II o G G 24+00 225+00 226+00 227+00 'I �,� / 228+00 229+00 2 9+7 Z ;JI 1 � Face of Wall Pump Access Road 25 Begin MSE Wall - °3 Section V03F—aceof °3 Control Line "ISta. 223+19.00 A1/42 03 03 03 3 _ - �/d O Linder Road Wall Coping Sta. 227+01 .30 = _ _ /d �,�� N-1 Sta. 23+19.00, 39.63' Rt. o Sta. 27+01 .30, 39.63' Rt.- —3/d - End MSE Wall X I GWL <N = 703126.54 - -� 2585.!E = 2449335.07 � - - �3/d � - �----� ® ---�- - ----� --�--- Sta. 229+45.90 = - - -- Y Y x - ��I X -x- - Linder Road- -----� W I �J - - - ---- --X X�-" Sta. 227+99.69 = Sta. 29+45.80, 43.96' Rt. -- x�� - Sta. 27+99.60, 43.96' Rt. N = 703753.28 300 X _- ---- � ----�- __ � I E = 2449345.41 00 la X X ® I I ® ® X ®® + N N N O N N CD E w F- z_ RETAINING WALL PLAN & ELEVATION - Lq co LINDER ROAD RIGHT (EAST WALL) N O N \ N cO 2670 2670 0 Cn Bridge Roadway g 2660 260.00' Vertical Curve 2660 PVI Sta 224+70.00 PVI Elev.2623.30 K=75.54 cD 2650 00 o Co2650 0 Q PON + (0 3: N N N O14- z 2640 N >� N o � 2640 _ Z � w ° w + c0(0 w Bridge m o N I I N N 140.00' Vertical Curve PVI Sta 228+88.01 N 2630 Approach c� m � M Back of Walk (Elevation N _ + M PVI EIev.2602.21 2630 Slab --� 1 %— Reference Line) v - ca "o m — w r N vi - � K=69.74 m _ _ U) N a, co + O p — — — _ _ o Top f Railing `v 5 + 0 00 N 2620 GB Sta. �3+-9 — — — _ _ — -a_ �� w N N o 00 + 0 2620 01 FL .o _ BOW Elev. 2625.40 — _ o - M co rn N i 4.30% — — -5.04% — _on — w � UJ N N v1 GB Sta. 223+24 Bottom Of w 2610 BOW Elev. 2624.75 Coping — _ -5.08q — �� > m rn w ° w m c0 � -1.52% MSE Wall & Coping � � � � -5.00% — — _ _ _ N N 2610 End MSE Wall cv � Top Of Leveling Pad Finished Grade (Textured) - See — — _ — — — _ ° 0 5 M Q cn o Elev. 2598.38 (Access Road) Detail A4 Sheet 43 Top Of Leveling PaT — _ _ m -3.00% "1 2600 Elev. 2596.87 2600 z — w 0 U� Leveling Pad 1-1 2590 A{isag Grade 2590In 0 30 60 90 Z 100' 282.3' Wll 98.34' 146.23' Y Plan Scale Z 87' t 2580 626 I 2580 i O KELLER 2570 2570 223+00 224+00 225+00 226+00 227+00 228+00 229+00 230+00 g w 0 0s\0 NA L FN o O� �G\ST FC o a � Digital Signature (� o 0 N E OF\OP��Q N Revisions: Design By: J. Thornton Date: 1/2024 Drawn By: A. Corley Date: 1/2024 Survey By: A. Hafen Date: 09/2022 G R CAR ��AcFm Ada County Highway District• 3 www.achdidaho.org 775 Adams Street, Boise, Idaho, 83714 project Number: 522038 Project Name: Linder Rd, Overland Rd To Franklin Rd Sheet 42 of 101 Reinforced MSE Backfill 8"0 Pipe Sleeve For 4"0 Utility Notes: Conduit (Typ.) 000 O O 1 . Utility Conduits Shall Be Fully Sleeved Through The Reinforced MSE Backfill. Fill Annular Void 2. Utility Sleeve Locations Shall Be Coordinated With Locations Of With An Approved Bridge Abutment Utility Sleeves & MSE Wall Reinforcement. Polyurethane O O 3. Utility Sleeves Shall Be Standard Weight, Conform To ASTM A53, Wall Layout Line = Concrete Sidewalk, Foam Insulation Grade B And Galvanized In Accordance With ASTM A123. Front Face of MSE Wall 5" Thickness With 4x4 Linder Road 4. The Cost Of Furnishing And Installing The Utility Sleeves And — W4xW4 WWF, Lap Profile Grade Line * Polyurethane Foam Insulation Shall Be Incidental To S501 —17A. 6�2 WWF Into The Footing Transition Cross Slope To Match Cross Slope 4 � Utility y On Bridge In Transition Sections. Conduit Centered Varies ** In Sleeve (Typ.) All Excavation Required For MSE Wall Construction, Including MSE Backfill, Is 10'-0" Varies (4' Max) Incidental To 202.4.6.A.1 Multi—Use Pathway Concrete Buffer Back Of Curb � 0 N Bicycle Railing Type Combination Railing, C4 UTILITY SLEEVE DETAIL N 2, See Sheet 45 See Sheet 44 I N.T.S. N dard Curb Form Gap In Coping Varies 11 —6 Max � Elevation I Grade Finished Reference Line 1 .75%* _ I w • Q< d z ° ° 2' d°• ° 4�'�utter Bicycle Railing Type 2 � d • ° Q I O 6A�7 11 11 11 11 11 11 11 11 11 11 11 11 H 11 11 11 11 11 11 11 11 11 11 11 TF—F O (D � � `� 0j 3/4" DripGroove o iv #5 @ 12 Top & d Bottom Each Way � Notes: Concrete Parapet for o O O Bicycle Railing N 1 . Provide MSE Walls in Accordance With S501 -17A. Bottom of Coping Q Q Q 2. Bottom of Wall Layout And Elevations Are Shown For Multi—Use Pathway Estimating Purposes And May Be Adjusted As Required Form 4" Gap d By The MSE Wall Manufacturer. Minimum Embedment Depth Of 3'-0" To Bottom Of Wall Shall Be Provided > Utility Sleeve, Below The Proposed Ground Line, Unless Otherwise Cn See Detail C4 p Top of MSE Wall Panels Noted. I— iF Cn I° 3. MSE Wall Reinforcement Length, L, Shall Be A Minimum 70 Percent Of the Height, H, From The Top Of Leveling Pad To Finished Grade At Back Face Of Coping And Not Less Than 8'-0". Actual MSE Wall ° Retained Backfill Reinforcement Length Shall Be Determined By Wall Bottom of Coping o Front Face of MSE Wall Manufacturer. (Vertical Precast Concrete Panel MSE Backfill — o � I 4. All Stations, Offsets and Elevations For MSE Wall Are With Ashlar Stone Finish) Paid For As Bid Computed At Outside Face of Wall. For Layout Q = Item 202.4.6.A.1 Purposes, MSE Wall Panel Thickness Of 5Y2" Is w • Assumed. Make Adjustments If Different Thickness Panel Is Used. Provide 5Y2" Minimum Thickness. J _J 5. Design Concrete Leveling Pad Per Manufacturer's 3: I Specifications. CD z II z = 4'-0" Bench Li Q Existing 2'-0" Groundline** 04 Proposed ° o_ Ground Line I _ _ — — — — MSE Wall Precast Panels Fn With "Ashlar Stone" Finish Cn o >\�r\� ��� N N Granular Subbase And o Compacting Backfill (Incidental Finish Grade I° To Bid Item 202.4.6.A.1 hi ° I E�l I I I • ° U • °°d dv Top of Leveling Pad z w Reference Elevation L = See Note 3 _ EL of Top of Leveling Pad oConcrete Leveling Pad o' z J Y Z Q LL. O F_ Al MSE WALL - TYPICAL SECTION A4 MSE WALL - FACE Q 1/291 = 1'-0" 0 1' 2' 4' N.T.S. ■ z L LJ O 5s\0 NA` F� Z< G\S T C Li 0 z a • D E T A I L T I T L EIt 7 o Revisions: ° • S I G N A T U R E S • � �'� p'� _ CN RETAINING WALL DETAILS ° °F�NP�� Design By: J. Thornton Date: 1/2024 Drawn By: A. Corley Date: 1/2024 (� • CAR ��AcHD Ada County Highway District• 3775 Adams Street, Boise, Idaho, 83714 Project Number: 522038 Project Name: Linder Rd, Overland Rd To Franklin Rd Sheet 43 of 101 .1' 1 www.achdidaho.org Pay Length = NE 622 LF; NW 628 LF; SE 429 LF; SW 390 LF NOTESMaterials End Rail 1111111110- 1 . Provide Structural Steel Tubing That Conforms With ASTM A500 Grade B. Pay Length. 20'-0" 1 '-6" 10'-0" Maximum 1 '- Rail Section 2. Provide Structural Steel Plates That Conform With ASTM A572 Grade 50 or A529. 6" � � 3. Provide Anchor Bolts That Conform ASTM F3125 Grade A325 or ASTM A449 or Threaded Rods in Post Spacing Min. See Note 15 Accordance with ASTM 1554 Grade 105. Provide One Tack Welded Heavy Hex Nut And One 2Y4"Dia. 1 '-0" i (Typ.) Hardened Steel Washer At Each Bolt. Provide Hardened Steel Washer That Conforms With ASTM See 9 Max. 9 Max. F436. Provide Nuts That Conform With ASTM A563. 2A Note 4. Provide 2" Dia. Standard Pipe That Conforms With ASTM A53 Grade B, ASTM A1085, Or ASTM End Block 60` 15 i� A500 Grade B. �®B See Note 16 - See Note 4 See Note 16 5. Provide 1Y2" Dia. Standard Pipe Sleeve Member That Conforms With ASTM A53 Grade B Or ASTM I I A50 Grade B. --- J' Galvanizing/Powder Coating 6. Galvanize Structural Steel Parts, Railing, And Sleeves After Fabrication In Accordance With ASTM A123 And ASTM A153. Thoroughly Clean Welded Areas Prior To Galvanizing To Remove Slag Or Other Material That would Interfere With The Adherence Of The Zinc. Provide Galvanized Surfaces Free Of Fins, Abrasions, Rough Or Sharp Edges, Or Other Surface Defects. Repair Damaged QuadGuard M10 Crash Sidewalk Coatings in Accordance With ASTM A780 And ASTM A123. Cushion At Leading _ C C C B B 7. Powder Coat The Railing System After Galvanizing With A Minimum Thickness Of 3 Mils. Paint Edge Only (Install Per C Manufacturer) ° •° m a ° Pattern On With Color RAL 9005 (Jet Black). Submit A Color Sample For Approval. Pedestrian 8. Prepare The Galvanized Surface For Powder Coating in Accordance With ASTM D7803. Submit Face Only, Powder Coating Shop Procedures for Preparation Of The Galvanized Surfaces And Application See Note 23 Process Of The Powder Coating For Approval.9. Repair Scratches, Pits, And Other Defects In Wall Joint A Wall Joint A Accordance With The Powder Coating Manufacturer's Written Instructions. 12 L-§*B At All Dummy Joints Wrap L.A Footing Fabrication And Erection w Horizontal Bars With Plastic 10. Fabricate And Erect The Railing In Accordance With The Current Edition Of AASHTO Specifications N Tape For 6" To Allow Slippage For Highway Bridges And ITD Standard Specifications. ci 11 . Submit Shop Drawings 504.01 F And 105.02. 12. Construct Railing Conforming To The Horizontal And Vertical Alignment Of The Sidewalk. Install COMBINATION PEDESTRIAN RAILING - ELEVATION o Posts Normal To Grade In Longitudinal Direction And Vertical In Transverse Direction. 6" Limits Of Textured Surface 13. Saw Or Mill All Ends Of Tube Sections At Splices. Provide Cut Ends That Are True, Smooth, And N Free From Burrs Or Ragged Edges. 14. Provide Vent Holes For Galvanizing As Required And Shown On The Shop Drawings. Drill Vent C° 2 Eq. U 1 N#5 @ 9" Max. 9 q P 9 o Holes Away From Traffic Face And Not On The Top Surface Of The Horizontal Tubes. Li 1 '-2" Rail 15. Attach Rail Sections To At Least Two Posts, But Not More Than Four. One Shop Splice Per Pipe z 0'-5" 1 '-2" Rail Section Is Permitted With A Maximum 85% Penetration Weld. Provide Square Groove Or Single I , �I ,> a U2- 5 V-Groove Weld And Grind Smooth. w 2y2„ I I 3/4 Chamfer (Typ.) _I U3 #5 Traffic Face ,# 16. Provide Expansion Joint Or Splice Joint In Rail As Required. Q Traffic Face --- 17. Cap Open Ends Of Hollow Structural Steel Sections. _ Anchor Bolt 3/4" Chamfer R2N#5 Parapet Epoxy-Coated Reinforcement N 1 ,-0" 18. Round Or Chamfer Exposed Edges Of Steel Components Ys" By Grinding Prior To Galvanizing. 1 o �o a� A U,,, 5 it 82 PLAN VIEW RN#5 Parapet Notes No ^Nm IN �, o ^ R2N#5 Traffic DIM U1 U2 U3 19. Provide Concrete Class 40AF. z 20. Provide Epoxy Coated Grade 60 Type S Reinforcement in Accordance With 708.02. N \ _ I �' � UN 5 _I Side „ „ „ U 1 N 5 @ 9" MAX. NCO 0 X a) N # m A 8Y2 7Y2 6Y2 0 1 -0 # 21 . Provide A Rubbed Surface Finish To The Traffic Face In Accordance With - o _I of R1 N#5 (E.F.) 22. Provide 2" Clear Cover To All Reinforcing Unless Noted Otherwise. 502.03 Part I. Q C: V R2N#5 0 o I B 3 -4Y2 3 -1Y2 2 -10Y2 o L_ a_ a) N --- - I R2N#5 _I - 12" R 23. Provide a Textured Surface To The Inside (Multi-Use Trail) Face in Accordance With 575 Using > X Cn °' V-#5 @ N Top Of I 3 -8 I 10" R Pattern Custom River/Rock On Sheet 46 With A Max. Depth of 1Y2". a o 10 Max. ° N I cn m z Sidewalk ° UN#5 24. Construct The Parapet Plumb, With Steel Posts Square To The Top Of The Parapet. Provide Type a Sidewalk ° R3N#5 VN#5 a B Class 1 Grout In Accordance With 705.02 Under Post Base If Gaps Greater Than Ys" Exist. 0 ° ° - g ewalk LV ___ ° ° d ° >, -I J R3N#5 (E.F.) R2N#5 C° 25. Place Parapet After The Sidewalk Is Placed. Slip Forming Is Not Allowed. __ 72 -6 Min. _ 26. Water Cure The Concrete Surface In Accordance With 502.03 Part J. ° „T:4 1 '-2" Min. Lap Splice U3N#5 (E.F.) 27. Provide Wall Joints, Spaces Not To Exceed 60'-0'. Provide Dummy Joints Uniformly The Length CD SECTION A-A 1 -2 Min. SECTION B-B R2 5 U2N#5 To Of Of The Sidewalk Spaced At Not Less Than 6' Nor Greater Than 12'. TYPICAL SECTION ON SIDEWALK TYPICAL SECTION AT END BLOCK N# _ Sidewalk 28. Form Or Core Holes And Recesses In Attenuator Connection. Percussion Drilling Is Not Permitted. 0 2» _ -------�--- -- Adjust Placement Of Reinforcing To Avoid Bolt Holes And Recesses. Provide Bolt Recesses On The • Back Side Of The Rail (Multi-Use Trail Side). Provide Bolts Of Sufficient Length To Extend 3/4" J_ Clr. a •• Beyond Nut. a Symmetrical About Method Of Measurement - 0 4% ! 8 29. Furnish And Install The "Combination Pedestrian Railing" As Shown On The Plans, Complete In z ,> 0 1 -8 4 Traffic Face ELEVATION VIEW Place. m 2/4 �7�/4 �T� 3/�i 2/4 1 AT TERMINATION OF WALL APPROXIMATE QUANTITIES z >, Rail Member o Base R 1Y4 ,> >, >, Concrete:..................................2.33 CF/LF 0i - - - - - - - - -�- - - - - - - - - - HSS 8 x4 A4 Structural Steel:.......................34 LB/LF =N _ 1Ys x13/4 ! _ 1 Epoxy Reinforcement:................13 LB/LF z o _ Slots (Typ.) Typ ! 3/s TYP• � _ -2" Dia. Standard Y HSS 8"x 4"A4" - - }- - 4 "� Q � _ - � Pipe. Put On , „ ----- ---- ------------ -------------- Traffic Side 2 -0 IAA >, 2"Dia. Std. ,> -� Post 1 " Typ. 3/s 13�6 1 '-0" 1 '-0" 35�6„ HSS Tube 13, 0 13 0 Pie See TCli Round Std. Pipe p m Traffic Side7 1 (Typ ) 3" 6" 1�2" Hole For 3/s" Dia. ! 2" Note 5 ILI)z 43�g„ 9/4 43 Post Base Plate _ - 1 ,> Pin On Bottom ___ ___T_ Sleeve Member 1 (I TYP o �8 \ 10�2 Of Sleeve 75�6" )-F �_ I g o o - p --- ---- --- Q N m D_ -------------- '-3/6 z POST BASE PLATE ELEVATION SECTION THRU RAIL c� w 3/s" Dia. Rail Exp. -- 3/ I 3/g" Dia. Pin (Drive TUBE WITH RAIL POSTS & ANCHORAGE DETAILS R (ASTM A36) Bent G Drain Joint or Fit On Bottom Of � Welded Continuous And L®A ) �I Ground Flat Hole Splice Sleeves SECTION END VIEW AT RAIL ENDS AT SPLICE OR EXPANSION SECTION A-A SECTION A-A 1 1) IIe AASHTO M213 Preformed Expansion Joint JOINTS Round Std. Pipe HSS w R2N#5 �� 2 Taal HSS TUBE SLEEVE MEMBER TUBE FABRICATION DETAILS o V-Groove D ETAI L j Form To a a o Here U A N 4 - Z w . E I o Sidewalk � „ 3/ >, 3/ „ C n I � � Flush o Footing 2 4 4 rn E Or VN#5 @ VN#5 @ 3 3 - w Y6„ o 4 4 - Max KELLER z 10" Max. 10" Max. ' v /s" Dia. Heavy 1 Hex Head Tack Weld • Li WALL JOINT A SECTION C-C SECTION D-D Anchor Bolt (See Note 3) o (Typ. @ Both Sides Of (DUMMY JOINT) \°NA L Wall And Top Of Sidewalk) (Typ. @ Both Sides Of Wall And CAST-IN-PLACE ANCHOR BOLT �5s LiTop Of Sidewalk) �z< G\sT z a �3 • D E T A I L T I T L EIt ° o Revisions: • S I G N A T U R E S _ COMBINATION PEDESTRIAN RAILING ° �°F�NP�� Design By: J. Thornton Date: 1/2024 Drawn By: A. Corley Date: 1/2024 (� �'• CAR ��AcHD Ada County Highway District• 3775 Adams Street, Boise, Idaho, 83714 Project Number: 522038 Project Name: Linder Rd, Overland Rd To Franklin Rd Sheet 44 of 101 .1' 1 www.achdidaho.org N O T E S MATERIALS 1 . Provide Structural Steel Plates & Sleeves That Conform With ASTM A709 Grade 36. 2. Provide Structural Steel Tubing That Conforms With ASTM A500 Grade Edge of Coping/Parapet Wall B Or ASTM A501 . 3. Provide Bolts, Acorn Nuts, And Washers That Conform With ASTM A307. 4. Provide Hexagonal Bolts And Nuts That Conform With ANSI B18.2.1 0 o And B18.2.2. 5. Provide Round Head Machine Screws That Conform With ANSI B18.6.3. 6. Provide Epoxy Coated Grade 60 Type S Metal Reinforcement In Accordance With 708.02. Rub Rail GALVANIZING/POWDER COATING 7. Galvanized Steel Parts After Fabrication In Accordance With ASTM A123 And ASTM A153. 8. Galvanize Anchor Bolts, Nuts, And Washers In Accordance With ASTM Multi-Use Pathway A153. 9. Thoroughly Clean Welded Areas Prior To Galvanizing To Remove Slag Or Other Material That Would Interfere With The Adherence Of The PLAN VIEW Zinc. Repair Damaged Coatings In Accordance With ASTM A780 And ASTM A123. 10. Provide Galvanized Surfaces Free Of Fines, Abrasions, Rough Or Sharp Edges, Or Other Surface Defects. 11 . Powder Coat The Railing System After Galvanizing With A Minimum Thickness Of 3 Mils. The Color Will Be RAL 9005 (Jet Black). Submit N N A Color Sample For Approval. 12. Prepare The Galvanized Surfaces For Powder Coating In Accordance N With ASTM D7803. Submit Powder Coating Shop Procedures For 0 N Preparation Of The Galvanized Surfaces And Application Process Of The N Bridge Over 1-84 656'-6" NE Rail; 639'-6" NW Rail (Rail Pay Length) Powder Coating For Approval. 13. Repair Scratches, Pits, And Other Defects In Accordance With The 0 Powder Coating Manufacturer's Written Instructions. w z FABRICATION AND ERECTION 14. Fabricate And Erect The Railing In Accordance With The Current Edition Q Of AASHTO Specifications For Highway Bridges And ITD Standard 0 Specifications. 0 Typ. 3/6 Ball Type Post Cap 15. Submit Shop Drawings In Accordance With 504.01 F And 105.02. 16. Construct Railing Conforming To The Horizontal And Vertical Alignment N 30'-0" Maximum Spacing of Expansion Joints HSS 2"x2"x Y4" (Typ•) Of The Structure, Install Posts Normal To Grade In Longitudinal 0 Direction And Vertical In Transverse Direction. NV (Rounded Corners) 17. Saw Or Mill Ends Of The Tube Sections At Splices. Provide Cut Ends N 1 '-6" 8'-0" Maximum 3/6 That Are True, Smooth And Free From Burrs Or Ragged Edges. 3yl6 18. Provide Vent Holes For Galvanizing As Required And Shown On The 0 1 " 3 SPS. © 6" Equal Spaces ® 6" Max. Between Posts Shop Drawings. From Traffic Face And Not On NO HSS 4"x2"x1'4" Drill Vent Holes Away 6"=1 '-6" I The Top Surface Of The Horizontal Tube. (Rounded Corners) Ln DETAIL A DETAIL B I _ 19. Attach Each Rail Section To A Minimum Of Two Posts, But Preferably N DETAIL F m j� " „ „ Three Or More. Railing System Will Be Continuous. Locate Each Joint HSS 1 x1 x Ys Spindles In A Rail Length At The Same Position In The Section And Splice As g Rub Rail A SPLICE HISS 2'M 2"x Spacing Detailed. ( yp ) 20. Submit Alternate Splice Details For Approval On The Shop Drawings. (Rounded Corners) i METHOD OF MEASUREMENT 5/8 0 x 1 -1 Anchor 21 . Furnish And Install "Bicycle Railing" Shown On The Plans, Complete In 0 i :� Bolts With 2 Washers & +3 1 Acorn Nut Each 2" Place, Measured By The Linear Foot. N i a Projection, Cut Bolts As cn a� PARAPET o DETAIL E I Required For Acorn Nuts - o N ASTM F1554 Grade 36 z 22• Provide Concrete Class 40AF. For Parapet And Class 40A For Drilled N it NN ii o Post Hole. • ° • • ° a 23. Provide Textured Surface To Inside and Outside of Bicycle Railing °• :° , ° II° ,11 M • , hl,° II II• DETAIL C •° • .II° II II s R1 #4(E) Parapet. Provide Textured Surface in Accordance With 575, Using II II °• I II II II II ° DETAIL D _ Multi-Use Pathway m Pattern Shown on Sheet 46. z Texture (See Parapet Note 23) 24. Provide Type B Class 1 Grout In Accordance With 705.02 Under Post a O O P O O O O O D O N Base If Gaps Greater Than 1/16" Exist. N O 0 O O 0 O o O 0 25. Place Parapet After The Sidewalk Is Placed. Slip Forming Is Not o O O OO O O O 0 O OO ( I I Allowed. m O O O O D O O O 0 O O D O O O D 26. Water Cure The Concrete Surface In Accordance With 502.03 Part J. cn I II Smooth Finish 27. Provide Wall Joints, Spaces Not To Exceed 60 -0 . Provide Dummy g i Multi-Use Pathway ii Q Joints Uniformly The Length Of The Sidewalk Spaced At Not Less Than m i Pattern Shall Be Repeated To Expansion Joint 0) 0 6 Nor Greater Than 12 . o I Provide A Continuous C 0 Patterned Concrete Surface. o I See Detail Parapet "River & ii o M w I Rock" Pattern Detail Sheet 47 II I w I II I II w I II w Q > U I II MSE Wall z I II cnL------------------------------ -------------------------------------------- ----------------------JL------------------------ Ld jBottom of Coping � A 0 o' z 1 '-0" NOTE: ELEVATION VIEW X See Sheet 47 For Parapet Joint Details, Railing 0 Assembly Details And Railing Splice Details. BICYCLE RAILING TYPE 2 SECTION A-A Al zKELLER w 0 55\0 NA` F/V C G\S T z a • D E T A I L T I T L EIt M 7 o 0 Revisions: • S I G N A T U R E S • � �'� p'� _ CN BICYCLE RAILING TYPE 2 ° °F�NP1_ Design By: J. Thornton Date: 1/2024 Drawn By: A. Corley Date: 1/2024 (� • CAR �1'�AcHD Ada County Highway District• www.achdidaho.org 3775 Adams Street, Boise, Idaho, 83714 project Number: 522038 Project Name: Linder Rd, Overland Rd To Franklin Rd Sheet 45 of 101 . N O T E S Y4" Chamfer (Typ.) MATERIALS #4 ® 1 '-0" Max. 1 . Provide Structural Steel Plates & Sleeves That Conform With ASTM A709 Grade 36. Edge of 2. Provide Structural Steel Tubing That Conforms With ASTM A500 Grade Parapet Wall N a B Or ASTM A501 . 3. Provide Bolts, Acorn Nuts, And Washers That Conform With ASTM A307. o 4. Provide Hexagonal Bolts And Nuts That Conform With ANSI B18.2.1 Fa - - - - - - - - - - - - - - - - - - - - - - - - - - - 4 - - - - - - - Q z And B18.2.2. - --`--------------- --------------- ----- X Q o 5. Provide Round Head Machine Screws That Conform With ANSI B18.6.3. Embankment �Q) ° 6. Provide Epoxy Coated Grade 60 Type S Metal Reinforcement In � " Accordance With 708.02. Rub Rail Slope © � GALVANIZING/POWDER COATING 7. Galvanized Steel Parts After Fabrication In Accordance With ASTM A123 � E And ASTM A153. Multi-Use Pathway v 8. Galvanize Anchor Bolts, Nuts, And Washers In Accordance With ASTM A 153. 9. Thoroughly Clean Welded Areas Prior To Galvanizing To Remove Slag PLAN VIEW #4 U= ® 1 '-0" Max. N Or Other Material That Would Interfere With The Adherence Of The U �° Zinc. Repair Damaged Coatings In Accordance With ASTM A780 And ASTM A123. z o 10. Provide Galvanized Surfaces Free Of Fines, Abrasions, Rough Or Sharp -- - --CD -- Edges, Or Other Surface Defects. f 11 . Powder Coat The Railing System After Galvanizing With A Minimum Q Bridge Over 1-84 382'-0" SE Rail; 362'-0" SW Rail (Rail Pay Length) Thickness Of 3 Mils. The Color Will Be RAL 9005 (Jet Black). Submit 1 -0 A Color Sample For Approval. 0) 12. Prepare The Galvanized Surfaces For Powder Coating In Accordance SECTION D-D With ASTM D7803. Submit Powder Coating Shop Procedures For NPreparation Of The Galvanized Surfaces And Application Process Of The Powder Coating For Approval. 00 13. Repair Scratches, Pits, And Other Defects In Accordance With The Powder Coating Manufacturer's Written Instructions. 0 FABRICATION AND ERECTION Q 30'-0" Maximum Spacing of Expansion Joints 14. Fabricate And Erect The Railing In Accordance With The Current Edition Cn Typ• 3/6 Ball Type Post Cap Of AASHTO Specifications For Highway Bridges And ITD Standard g1 '-6" 8'-0" Maximum _ Specifications. HSS 2"x2"x Y4" (Typ.) 15. Submit Shop Drawings In Accordance With 504.01 F And 105.02. 1 " 3 SPS. @ 6" Equal Spaces ® 6" Max. Between Posts Rounded Corners A I ( ) 16. Construct Railing Conforming To The Horizontal And Vertical Alignment 6"=1 '-6" 3/16 Of The Structure, Install Posts Normal To Grade In Longitudinal 3j6 Direction And Vertical In Transverse Direction. o DETAIL A DETAIL B DETAIL F 17. Saw Or Mill Ends Of The Tube Sections At Splices. Provide Cut Ends HSS 4 x2 A4 That Are True, Smooth And Free From Burrs Or Ragged Edges. No SPLICE E i (Rounded Corners) 18. Provide Vent Holes For Galvanizing As Required And Shown On The J Rub Rail -� Shop Drawings. Drill Vent Holes Away From Traffic Face And Not On Q I HSS 1 "x1 "x 1'8" Spindles The Top Surface Of The Horizontal Tube. w 41 ® 6" Max. Spacing 19. Attach Each Rail Section To A Minimum Of Two Posts, But Preferably 0 Q HSS 2"x2"x Y4" (Typ.) Three Or More. Railing System Will Be Continuous. Locate Each Joint °'Ld E Rounded Corners In A Rail Length At The Some Position In The Section And Splice As o' Detailed. #4 Continuous 20. Submit Alternate Splice Details For Approval On The Shop Drawings. J DETAIL E " i i 5/$"0 x 3'-4" Anchor +, B Q i o Bolts With 2 Washers & METHOD OF MEASUREMENT it it it it t l it °� Com lete In j ° ' ' I °' 1 Acorn Nut Each 2" Furnish And Install Bicycle Railing Shown OIn The Plans, p `� II II• •° DETAIL C �_ J • II II s I ° Projection, Cut Bolts As Place, Measured By The Linear Foot. II II a• • ; II Im • a •• � " a) N C_ Required For Acorn Nuts � Texture (See Parapet Note 23) DETAIL D "j � Smooth Finish ' ' ASTM F1554 Grade 36 PARAPET g 00 O O 0� O 0 `� Embankment i i R1N#4(E) 22. Provide Concrete Class 40AF. For Parapet And Class 40A For Drilled o O 0 O 0 O O O 0 Q O Slope Multi-Use Pathway Post Hole. o O O OO O O OO O O O O O OO r� I I 23. Provide Textured Surface To Inside and Outside of Bicycle Railing Q) O O 0 0 0 0 1 0 0 O O ci O (3 O O D O O 0 0 Parapet. Provide Textured Surface in Accordance With 575, Using I I I I I I II I I _ Pattern Shown on Sheet 46. o Multi-U e Pathwa I I I II I I o _ 24. Provide Type B Class 1 Grout In Accordance With 705.02 Under Post Y I I I II I I .0 I I I I Pattern Shall Be Repeated To I I I I Expaansion Joint I E #4 Ties @ 1 -0„ Base If Gaps Greater Than 1/16 Exist. I I I I I " � w Provide A Continuous i i I I I I I I o � � � 25. Place Parapet After The Sidewalk Is Placed. Slip Forming Is Not ZwI IIII III III Patterned Concrete Surface. II II Q II II II II II II o Allowed. O See Detail Parapet "River & 26. Water C ure The Concrete Surface In Accordance With 502.03 Part J. Rock Pattern Detail Sheet 47 (0U) I 27. Provide Wall Joints, Spaces Not To Exceed 60'-0". Provide Dummy o o Joints Uniformly The Length Of The Sidewalk Spaced At Not Less Than oL- I -------- ------------------- ----------------------- ----------I------ -----------------------JL----------------------- a_ c IILJ , , cal I I ` ► D I I I ° " 6 Nor Greater Than 12 . I I I I I I I I = (n R3-#4 0 I I I I I I I I •L � I I I I I I I i o Metal Reinforcement z I I Bottom of Foundation I I I I I I o Z#z I I I I I I I I w „ Y I I I I I I I I � �i 1 -6 z I I I I I I I I Q E E Q I I I I I I I I U7 LL I I I I I I I I r7 3>-8>, I I I I I I I I „ "N ---- ELEVATION VIEW L---------J ------ 3 Clr. 0000 1 „ R3-#4 -------J L- 0 8/2 o � A Drilled Kip/ \��� (Typ.) R4N#4 Post z Post g Foundation - „ Post o' 3 Clr. (Typ.) 1 -6 APPROXIMATE QUANTITIES Of NOTE: Concrete:..........................................-6-.4_7 CF/LF Of w See Sheet 47 For Parapet Joint Details, Railing SECTION A-A SECTION E-E Structural Steel:..................................26 LB/LF o Epoxy Reinforcement:..........................26 LB/LF z Assembly Details And Railing Splice Details. J 0 BICYCLE RAILING TYPE 3 N Al 3/4" = 1'-0" 0 1 2 3 DRILLED CONCRETE POST BASE DETAILKELLER N Cn A S S • H O w O Of w 55\0 NA l F� N Q� G\S T C o • D E T A I L T I T L E • V ' w PZ Ohi Revisions: • SI GNATU RES •J O_J E OF RAILING TYPE 3 •� _ cAR�P� j Design By: J. Thornton Date: 1/2024 Drawn By: A. Corley Date: 1/2024 G �ACl�D Ada County Highway District 3775 Adams wwtw.achdidaho.orgho, 83714 Project Number: 522038 Project Name: Linder Rd, Overland Rd To Franklin Rd Sheet 46 of 101 -2711111111- Note: At All Dummy Joints Wrap 7" Horizontal Bars With Plastic Tape 35/8" 3" For 6" To Allow Slippage. Preformed Expansion Joint Filler AASHTO M213 3/s" HSS 4"x2"A," HSS 4"x2"A4" Type A Splice HSS 33/s"x1%"xY4" Y2 HSS 33/s"x13/s"xY4" (See Type A Rail 23/4" 7// Drill & Tap 2 Splice Insert) ° s Holes In Splice /s' Tube For 3/s"0 -- 2Y4" I I Machine Screws -- K i K Round Edges (Typ.) 3/s"-16 UNC Round Head � " 3/8"-16 UNC Round Head Screw With Lockwasher 4 Y2" Screw With Lockwasher 18-8 Stainless Steel z/6 x23/4 Slot 3/4„ 3/4„ 18-8 Stainless Steel 3/4 3/4» DETAIL G SECTION 1-1 VIEW K-K SECTION B-B DUMMY JOINT SECTION C-C 7" 3 (Typ. @ Both Sides Of (Typ. ® Both Sides Of 3/s0. 3/s>, HSS 2"x2"xY4" HSS 2"xZA" Wall And Top Of Sidewalk) Wall And Top Of Sidewalk) Type B Splice-Fabricate From 1/4" Plates Fabricate From PARAPET JOINT DETAILS Drill & Tap 2 1/4" Plates N C 1 5/8„ Holes In Splice N.T.S. Tube For 3/s"0 0 24" Machine Screws 3/s"-16 UNC Round Head K K Round Edges (Typ.) Screw With Lockwasher %"-16 UNC Round Head 18-8 Stainless Steel \ Screw With Lockwasher C° 18-8 Stainless Steel 0 w z DETAIL H. SECTION J-J o_ N N O N 7„ N 2Y4„ 4Ys„ 7„ Splice Insert-HSS N H J I 5/8" 33/$„x 13/g„x3/6„ Dr 2 /4„ 4Y„ o ,f „ From Y elnsert-Fabricate TYP. — -- Fabricate From 3/16 h' �5/� " It vai G TYP. - -- -- --- -- i rGg - --_ - G Drill & Tap 2 HolesE In Splice Tube For Drill & Tap 2 Holes 7/g 0 Heavy -6 3/s"0 Machine Screws � In Splice Tube For Hex Head 3/s"0 Machine Screws Anchor Bolt E 0 3/16 1 1 3 „ (See Note 1 w /$ - TYPE A SPLICE INSERT TYPE B SPLICE INSERT o VENT 3/s"� On Sheet 46) - cn HOLE VENT � HOLE w TYP. RAILING SPLICE DETAILS � = X w N.T.S. o- DETAIL A DETAIL C DETAIL E z J_ Q 0 7" F* A m 3/4„ Ball Type Post 3Y2" Y4 Y4 -�8» Ya" Recess 13/16" Path Recess With Pigmented Sealer =� g TYP• Cap Install per _ w G Manufacturer's G Y2» I \ M o I Instructions ShimR 3/4" ° ° a^ ° da n d ° d a d d n d / Y4 -�- - o e - HSS r7 d e a ° d �6 ° d a � i� — 3"x 3"xY4" w _ 0 o° o 0 o I I 17/ „ r7 5/$„ R 8 / 3 -3 _1 �4„ _I Q I U 3 /$„ 0 Y4 r %„0 O O O Q 4" 1Y" VENT 0 0 /6 VENT HOLE 2 0') I _ HOLE VENT 0 O 0 0 0 Q z `�► A HOLE O 0 �N � 0 0 o 0 w Y6 � 3 3 Q) 0O 0 0 00 O DOD OD DO Holes SECTION A-A 4 �4 � �4 i DETAIL B DETAIL D DETAIL F �- River Rock Recess varies (Y4" Min.) Y2" Recess Between Rocks FORMLINER CONCRETE 10'-0" J NOTE: Formliner To Match "River & z Rock" Pattern from Bridge Plans. Q o' w 0 Al RAILING ASSEMBLY DETAILS A3 PARAPET "RIVER ROCK" PATTERN DETAIL z N.T.S. 1" = 1'-0" 0 w O 5s\0 NA` F� Q G\S T C _J a • D E T A I L T I T L EIt 7 o O Revisions: • S I G N A T U R E S • � �'� p'� _ N OF BICYCLE RAILING & WALL DETAILS ° �CA A NP�� Design By: J. Thornton Date: 1/2024 Drawn By: A. Corley Date: 1/2024 (� �'• R ��AcHD Ada County Highway District• 3775 Adams Street, Boise, Idaho, 83714 Project Number: 522038 Project Name: Linder Rd, Overland Rd To Franklin Rd Sheet 47 of 101 .1' www.achdidaho.org \ \IL 101 + GLS LINDER ROAD �,1 ��: •'•• \ o �! �� • o 0o rn O c) + ti N M O o • \ f �� v G� 0 UW � w QN o « � 0- w � � � w 6 w +0.50% > _J dy 109'-105/8" 6-0" X 3'-0" PRECAST CONCRETE CULVERT REMOVE •• •'•••• \\\ase \ EXISTING END CULVERT co rn •\ CULVERT - / \ 1 \ o STA. 43+46.99 > `Y' N co °' \ PTA _ — — — ON" ELEV. 2597.15 J ~ > I — _ _ CAST IN PLACE CLOSURE POUR. � + rn � + rn KENNEDY WALL \ \ ----- --- ---------- h� ------___ ___ _----- — -- -------- SEE "CONCRETE CLOSURE POUR U > 0 > \ DETAILS" SHEET. w � W z � W LATERAL N57048'31"W PT C P/L — \\ q- CULVERT — - - - - - - _ co cn w w w cn APPROACH APRON ----- --- --------------------------------- — -- ---=— N WITH CUT-OFF WALL. \d PT B CULVERT BLINDER ROAD BEGIN CULVERT ` PT D '\\ EXISTING BOX FIELD VERIFY PROFILE GRADE LINE SEE WINGWALLS \\ @ ( N.T.S. STA. 43+42.67 STA. 43+38.36 DIMENSIONS AND LOCATION C) DETAILS" SHEET. \\� o ) N ELEV. 2597.20 ELEV. 2597.24 BICYCLE RAILING \ � •\ P/L p - v° -' — \ / \\ '••, FINISHED GRADE ELEV. \\�: TNN �. \ \ •� 0 �� > POINT STA. OFFSET ELEV. 0 0 �0 PT A 43+74.55 44.50' Lt 2596.96 v \ 'c 2 0 Q \ G� O \ ° �O PT B 43+65.92 44.50' Lt 2597.07 co �0 \ y ` PT C 43+14.75 52.06' Rt 2596.67 co / O •\ ,�p0 / do ` PT D 43+08.56 48.11' Rt 2597.22 �QP��� PLAN 0 1" = 10'-0" J I ti M LS') 109'-105/8" 0 m 6-0" X 3'-0" PRECAST CONCRETE CULVERT UUJ I UJ CLLINDER ROAD HYDRAULIC DATA UI Q 2610 2610 CANAL FLOW DISCHARGE H.W. ELEVATION VELOCITY J J Of 2605 DESIGN 40 CFS 2594.17 FT 3.86 FPS 2605 Q MAXIMUM 60 CFS 2594.84 FT 4.38 FPS J 0 2600 2600 w oo -2% -2% z — Q50 H.W. ELEV. 2594.17 FLOW CONTROLLED BY NIMID. w 2595 I _ 2595 Y ———————— ———— ——————————— M I ILO w o I I INLET ELEV. 2592.13 0 2585 OUTLET INVERT 2585 z ELEV. 2591.90 0 w 2580 2580 0 I M U I z U) W I U Z_ J Y Z LONGITUDINAL SECTION o "NORMAL TO CLLINDER ROAD (OUTSIDE FACE OF ABUTMENT 1 LOOKING � AHEAD ON STATIONING) KELLER 0 1 if = 10'-0" z J W p C35\0 NA L F� G\S`T C �3 0 z D E T A I L T I T L E • o Revisions: • S I G N A T u R E s . KE N N E DY LATERAL CULVERT `? F\oP�° N e• BLAG��P Design By: P. Blackham Date: 1/2024 Drawn By: M. Oksten Date: 1/2024 SITUATION LAYOUT G �1'�AcHD Ada County Highway District• www.achdidaho.org 3775 Adams Street, Boise, Idaho, 83714 project Number: 522038 Project Name: Linder Rd, Overland Rd To Franklin Rd Sheet 48 of 98 . DESIGN GENERAL NOTES DESIGN SPECIFICATIONS MATERIALS, CONSTRUCTION AND WORKMANSHIP IN ACCORDANCE WITH THE STATE OF IDAHO "AASHTO LRFD BRIDGE DESIGN SPECIFICATIONS" 9th EDITION AND JUNE 2022 ITD BRIDGE TRANSPORTATION DEPARTMENT, "STANDARD SPECIFICATIONS FOR HIGHWAY CONSTRUCTION", 2023 DESIGN LRFD MANUAL. EDITION, THE PROJECT PLANS, AND SPECIAL PROVISIONS. MATERIAL DESIGN PROCEDURES CONCRETE: DECK SLAB AND EDGE BEAM - CLASS 40A f'c = 4.00 ksi PROPRIETARY COMPUTER SOFTWARE PROGRAMS USED TO FACILITATE THE DESIGN: BARREL WALLS, FOOTINGS AND WINGWALLS - CLASS 40A f'c = 4.00 ksi METAL REINFORCEMENT: AASHTO M31, GRADE 60 TYPE S fy = 60.00 ksi CORROSION RESISTANT REINFORCING STEEL: ASTM A1035, GRADE 100 fy = 100.00 ksi. USE CORROSION RESISTANT REINFORCING IN ACCORDANCE WITH ASTM A1035, GRADE 100 FOR THE TOP AND SIDES OF THE CONCRETE STIFFLEG STRUCTURE. USE METAL REINFORCEMENT IN ACCORDANCE WITH AASHTO NAME VERSION RELEASE DATE M31, GRADE 60 FOR FOOTINGS. PLAN DIMENSIONS AND ELEVATIONS ENERCALC 20.23.08.30 AUGUST 2023 BEVEL EXPOSED EDGES OF CONCRETE 3/4" UNLESS NOTED OTHERWISE. DIMENSIONS TO REINFORCING STEEL ARE TO CENTERLINE OF BAR UNLESS NOTED OTHERWISE. PROVIDE 2" CONCRETE COVER MEASURING FROM THE FACE OF THE CONCRETE TO THE FACE OF ANY REINFORCING BAR, UNLESS SHOWN OTHERWISE ON THE DRAWINGS. PROVIDE REINFORCING STEEL SPLICE LENGTHS IN ACCORDANCE WITH AASHTO SPECIFICATIONS. CONSTRUCTION PROVIDE CONSTRUCTION JOINTS AT THE LOCATIONS SHOWN ON THE PLANS OR AS APPROVED. APPLY CONCRETE WATERPROOF SYSTEM TYPE D TO THE TOP SLAB. DESIGN LOADS DO NOT EXCEED A DIFFERENCE OF 2 FEET IN ELEVATION OF THE BACKFILL MATERIAL ON BOTH SIDES OF THE STRUCTURE DURING BACKFILL OPERATIONS. PERMANENT LOADS SET THE ROLLER IN THE STATIC MODE FOR COMPACTING THE ASPHALT WEARING SURFACE OVER THE DC UNIT WEIGHT OF REINFORCED CONCRETE 0.150 kcf CULVERT WHEN THE DEPTH OF FILL IS LESS THAN 3'. DW FUTURE WEARING SURFACE 0.028 ksf ELEVATIONS BASED ON NAVD 88 DATUM. 00 EV UNIT WEIGHT OF SOIL 0.130 ksf INCIDENTAL ITEMS N FILL DEPTH ** ft WORK NECESSARY TO FULFILL THE CONTRACT THAT IS NOT MEASURED OR PAID FOR SEPARATELY. o EH STIFFLEG CULVERT N ACTIVE PRESSURE 0.036 kcf Fully Drained 0.081 kcf Fully Saturated AT REST PRESSURE 0.057 kcf Fully Drained 0.092 kcf Fully Saturated CAST-IN-PLACE WINGWALLS UJ z ACTIVE PRESSURE 0.053 kcf Fully Drained 0.090 kcf Fully Saturated m AT REST PRESSURE 0.083 kcf Fully Drained 0.106 kcf Fully Saturated SOIL-STRUCTURE INTERACTION FACTOR (Fe OR Ft ) ** ES EARTH LOAD SURCHARGE ** ft Q TRANSIENT LOADS ILL HL-93 00 N I DYNAMIC ALLOWANCE APPLIED TO TRUCK & TANDEM CD LS LIVE LOAD SURCHARGE AT ABUTMENT ** ft N LIVE LOAD SURCHARGE AT WINGWALL ** ft (DETERMINE FROM AASHTO LRFD TABLE 3.11.6.4.1 AND TABLE 3.11.6.4-2) CD Li w co ** - THE PRECAST SUPPLIER DETERMINES THESE VALUES IN ACCORDANCE WITH THE GEOTECHNICAL ENGINEERING REPORT. co Q J PRECAST STIFFLEG CULVERT FOOTING DESIGN LOADS SERVICE LIMIT STATE o STRENGTH LIMIT STATE - BEARING PRESUMPTIVE BEARING CAPACITY qp = ** ksf NOMINAL BEARING RESISTANCE qn = * ksf BASED UPON FOOTING SETTLEMENT = ** inches OR LESS o EFFECTIVE FOOTING WIDTH B' _ ** ft EFFECTIVE FOOTING WIDTH B' _ ** ft zI EFFECTIVE FOOTING LENGTH L' _ ** ft EFFECTIVE FOOTING LENGTH L' _ ** ft co RESISTANCE FACTOR Ob = 0.45 RESISTANCE FACTOR 0 = 1.0 FACTORED BEARING RESISTANCE qR = qn (Vb = ** ksf FACTORED PRESUMPTIVE BEARING RESISTANCE Oqp = ** ksf ❑ FACTORED APPLIED LOAD YQ/(B'L') _ ** ksf FACTORED APPLIED LOAD YQ/B'L') _ ** ksf m w = CAST-IN-PLACE WINGWALLS U) i z FOOTING DESIGN LOADS SERVICE LIMIT STATE STRENGTH LIMIT STATE - BEARING PRESUMPTIVE BEARING CAPACITY qp = 4.45 ksf Q NOMINAL BEARING RESISTANCE qn = 12.3 ksf BASED UPON FOOTING SETTLEMENT = 1 inch OR LESS w EFFECTIVE FOOTING WIDTH B' = 6.26 ft EFFECTIVE FOOTING WIDTH B' = 6.26 ft Q RESISTANCE FACTOR (Db = 0.45 RESISTANCE FACTOR 0 = 1.0 o FACTORED BEARING RESISTANCE qR = qn Ob = 5.45 ksf FACTORED PRESUMPTIVE BEARING RESISTANCE Oqp = 4.45 ksf z FACTORED APPLIED LOAD YQ/(B'L') = 3.35 ksf FACTORED APPLIED LOAD YQ/B'L') = 2.38 ksf z w Y I Cl) > W ❑ I O z (D U) w ❑ I M Q U z U) W I U Z_ J Y Z Q O KELLER • S S • Z Q J W > p SS\ONAL F� c O� FG\S`T F w a �c ❑ • D E T A I L T I T L E z y o Revisions: • S I G N A T U R E S • K E N N E DY LATERAL CULVERT 9 `? F�pPIO N o N Design By: P. Blackham Date: 1/2024 Drawn By: M. Oksten Date: 1/2024 f DESIGN AND GENERAL NOTES CJ E. BLAG� .gigAcHD Ada County Highway District3775 Adams Street, Boise, Idaho, 83714 Project Number: 522038 Project Name: Linder Rd, Overland Rd To Franklin Rd Sheet 49 of 98 l— www.achdidaho.org NOTES: 1. SEE SITUATION LAYOUT SHEET FOR CANAL INVERT AND WATER SURFACE ELEVATIONS AT INLET AND OUTLET OF CULVERT. 2. SEE SITUATION AND LAYOUT SHEET FOR ROADWAY HORIZONTAL ALIGNMENT AND PROFILE GRADE. COMPUTE DEPTH OF FILL FOR THE SELECTED PROPRIETARY PRECAST SYSTEM. 3. APPLY WATERPROOFING SYSTEM, TYPE D TO TOP SLAB FROM FACE OF CURB TO FACE OF CURB. 4. PROVIDE A PROPRIETARY PRECAST SYSTEM SELECTED FROM TYPICAL SECTION SHOWN OR APPROVED EQUAL AND INCLUDE DETAILS AS SHOWN BELOW OR APPROVED EQUAL. 5. PROVIDE EITHER CAST-IN-PLACE OR PRECAST CULVERT COMPONENTS SUCH AS FOOTINGS, EDGE BEAMS, AND WINGWALLS. 6. OFFSET JOINTS BETWEEN PRECAST FOOTING SECTIONS A MINIMUM OF 2' FROM PRECAST BARREL SECTION JOINTS. CONNECT PRECAST FOOTING SECTIONS BY SPLICING THE REINFORCEMENT WITHIN A CLOSURE POUR. 7. PROVIDE A MINIMUM BARREL WALL THICKNESS OF: 8" FOR SPANS < 24', 10" FOR SPANS >_ 24'. 8. PROVIDE DIMENSIONAL TOLERANCE IN ACCORDANCE WITH ASTM C1504 SECTION 11. 0 9. PROVIDE GROUT THAT CONFORMS TO TYPE "B", CLASS I NON-METALLIC NON-SHRINK AS SPECIFIED z IN 705.02. w o_ rn N N O N O N J \ J O LL Z_ OW � W > � �-- � w Z 4 1/2" a- Fy Lu w CONCRETE WATERPROOFING Cn LU < UJ SYSTEM, TYPE D (SEE NOTE 3) APPROXIMATE FINISH GRADE INSIDE WALL JOINT SEALANT 4 1/2" MIN./2" MAX. SURFACE Fill With SIDES ASTM C990 (TYP.) Non—Shrink - Grout SIN r714 .P co T_ 6" MIN. (TYP.) Liy _ T o � Z �I T_ 6'-0" CLEAR SPAN L0IF I a NON-SHRINK GROUT IF j U z REQ'D FOR WATERTIGHT SIN 4�» o • OPTIONAL JOINT (SEE NOTE 6) o _ m N 12" Wide Joint Wrap 12" WIDE JOINT WARP ON / On Outside Surface A OUTSIDE SURFACE OF WALLS, & cn Note: Of Walls. Center On TOP SLAB, CENTER ON JOINT w = Typical At Slab Joint. ASTM C877 INVERT EL. VARIES ASTM C877 c)I Joints, Full Length (SEE NOTE 1) WALL & SLAV JOINT z g Vertical Wall Joint w TYPICAL PRECAST CROSS-SECTION / J Q Li W g 0 3 1/2" x 4" x 0'-7Y2" z 9 1/2n YI TOP OF STRUCTURE TYP. 3 SIDES 2 1/2" Ln / PEDESTRIAN - BICYCLE w RAILING (2) 2"DIAMETER X 6" TOP OF STRUCTURE 12" WIDE JOINT WRAP oI 1 -011 STUDS PER ANGLE CENTER ON JOINT 0 #5 VERT @ 1'-0" EACH FACE N ! ASTM C877 w 4 / a z if n � FINISHED GRADE MULTI-USE cn - LLI o a PATHWAYco I r7 Q — _ FILL WITH NON-SHRINK #5 HORZ. - SEE WINGWALL FILL WITH ° III III III III CLOSER L Y4 x 3 x 3 x 0'-8" GROUT DETAILS SHEET. NON-SHRINK � III III EMBEDDED INTO PRECAST z a III III III III_ POUR CONC.SECTIONS 31/2" GROUT cn II III—III— w o •:. ; ' . NOTE: a PROVIDE A MINIMUM OF 2 WELD CONNECTIONS NOTE: o ALLOWABLE °O � AT THE TOP SLAB JOINT OF EACH PRECAST TYPICAL AT SLAB JOINTS, CONST. JOINT SECTION (EACH SIDE) FULL LENGTH z THREADED COUPLER PRECAST FOOTING CLOSURE POUR Y SLAB JOINT z EDGE BEAM DETAIL WELD CONNECTION Q o' w 0 KELLER 0 z Li • 0 SS\ONAL F� O �C G\S T w C � • D E T A I L T I T L E N Revisions: • S I G N A T u R E s • K E N N E DY LATERAL CULVERT -1 _&OF 0' CN Design By: P. Blackham Date: 1/2024 Drawn By: M. Oksten Date: 1/2024 DETAILS CJ E. BLAG�� ,.Ac HD Ada County Highway District3775 Adams Street, Boise, Idaho, 83714 Project Number: 522038 Project Name: Linder Rd, Overland Rd To Franklin Rd Sheet 50 of 98 27 111111— www.achdidaho.org PRECAST CONCRETE BICYCLE RAILING BOX CULVERT REFER TO ISPWC (ACHD SUPPLEMENT) CAST-IN-PLACE APRON AND CUT-OFF WALL 1'-0" BIKE RAILING SD-2040L DRAWING AM:#5 #6 X 4'-0" DRILL AND BOND 8" INTO THE CULVERT BOTTOM p A SLAB AT MID DEPTH W IL ` U W < U z � o W J Nt d J_ O IL #6 VERT. @ 6" MAX. 13'-0�/$" M 6'-35/$" CONCRETE WINGALL AND CURB #5 VERT. @ V-0" MAX. 11 #5 HORIZ. @ 1'-6" 1-10.. A N MAX. EACH FACE 28'-0" N #5 @ V-0" MAX. CAST-IN-PLACE WINGWALL FOOTING CAST-IN-PLACE N 4'-6" #5 @ 6" MAX. WINGWALL FOOTING 0 PLAN z #5 1'-0" MAX. TOP & BOTTOM @ 1%2" = 1'-0" it 10'-0" r , #6 (SEE WALL ELEVATION) N COORDINATE WITH PRECAST FOOTING LIMITS N O N 312" 6„ 6%„ N TYPICAL SECTION - `° FINISHED GRADE (F.F.) BICYCLE RAILING Lw 1%2" = 1'-0" r� > #6 CUT FROM #6 VERT. SPC. AS SHOWN REFER TO ISPWC (ACHD SUPPLEMENT) BIKE RAILING SD-2040L DRAWING ¢ CAST THE WINGWALL FOOTING AGAINST THE PRECAST CONCRETE BARREL FOOTING AND TRIM THE WINGWALL #5 @ V-0" MAX. FOUNDATION REINFORCING TO WITHIN 2" CLEAR OF THE _ _ _ — — — — — PRECAST (TOP & BOTTOM) BARREL FOOTING CONCRETE 3: CULVER o FINISHED GRADE (O.F.) J Q CAST-IN-PLACE APRON AND CUT-OFF WALL 0 z_ N #6 DRILL AND BOND DOWELS @ V-0" MAX INVERT ELEV. 2591.90 0 �I m FINISHED GRADE (O.F.) o (TYP. AT C.I.P. AND PRECAST FOOTING INTERFACE) M I � CULVERT / HEADWALL SEE SECTION 3�8" 61 DETAIL THIS SHEET LIMITS OF FULL LENGTH #5. COORDINATE o LOCATION WITH PRECAST FOOTING. it U) DRILL AND BOND CAST-IN-PLACE w REINFORCING INTO THE FOUNDATION REINFORCING PLAN WINGWALL FOOTING ELEVATION T_ PRECAST BOX CULVERT WITH 8" EMBEDMENT 1%2" = 1'-0"z 1%2" = 1'-0" ¢ J J Of PRECAST CULVERT w 31-011 0 co CAST-IN-PLACE APRON AND CUT-OFF WALL 0 w z z o w Y CY) co LO #4 BARS @ 12" O.C. BOTH DIRECTIONS >> 6„ w 0 I O Z SECTION A-A U) 0 1%2" = 1'-0" I M U I Z U) W I U 6 Z_ J Y z L O KELLER oA S S • z J W > p C35\0NAL F� C <, \S`T C w a ��G �c 0 z D E T A I L T I T L E • o Revisions: • S I G N A T U R E S • KE N N E DY LATERAL CULVERT `? F N e• BLAG��P Design By: P. Blackham Date: 1/2024 Drawn By: M. Oksten Date: 1/2024 WING WALL DETAILS G �1'�AcHD Ada County Highway District• www.achdidaho.org 3775 Adams Street, Boise, Idaho, 83714 project Number: 522038 Project Name: Linder Rd, Overland Rd To Franklin Rd Sheet 51 of 98 . #6 HOOKED BARS IN CONCRETE FILL AS SHOWN #6 DRILL AND BOND DOWELS 7'-4" q #4 TIES @ 1'-0" I I CONCRETE FILL IN ANNULAR SPACE EXISTING IRRIGATION BOX a. _� _� - - N M N O N c 0 W z 8" If 6'-0" 2'-4" #6 DRILL AND BOND DOWELS @ 1'-0" MAX co N q 3'-6„ o #6 DRILL AND BOND DOWELS co N TYPICAL CULVERT SECTION PRECAST CONCRETE CULVERT QO 0 3" - 1'-0" W Cn Q CLOSURE POUR DETAIL ELEVATION SECTION A-A J 311 - 1'-011 311 - 1'-011 w LEGEND U Q J z CONCRETE FILL AREA Cn Q U $'-01v M O WI LNL\L\ CONCRETE FILL AREA 0 co EXISTING 6'-0" X 4'-0" CMP ARCH PIPE W o PROPOSED 6'-0" X 3'-0" PRECAST BOX CULVERT. VERIFY m LOCATION AT THE EXISTING IRRIGATION BOX BASED ON THE EXISTING in CONDITIONS AND THE ALIGNMENT OF THE PRECAST BOX CULVERT. W W / I z Q J O / CAST-IN-PLACE CONCRETE CLOSURE POUR W ap � I I Q p W Z Z LU W 0 I O z W NOTE: FIELD VERIFY ALIGNMENT AND AFTER REMOVING THE EXISTING CMP CULVERT, 0I LOCATION OF THE PROPOSED BOX SAWCUT A RECTANGULAR OPENING 6'-0" X 3'-0" M INTO THE EXISTING IRRIGATION BOX TO MATCH Q CULVERT SECTION WITH RESPECT THE GROSS INSIDE DIMENSIONS OF THE PRECAST UI EXISTING IRRIGATION BOX. CULVERT. z W REMOVAL DETAIL 0 UI 3" = 1'-0" 0 z J Y Z Q W O KELLER • S S • z Q J W > p SS\oNAL F� c z< FG\S`T� F w a �c )3 • D E T A I L T I T L E z y o Revisions: • S I G N A T U R E S • K E N N E DY LATERAL CULVERT \pP�° N Design By: P. Blackham Date: 1/2024 Drawn By: M. Oksten Date: 1/2024 CONCRETE CLOSURE POUR DETAILS CJ a. BLAG .�.AcHD Ada County Highway District 3775 Adams Street, Boise, Idaho, 83714 Project Number: 522038 Project Name: Linder Rd, Overland Rd To Franklin Rd Sheet 52 of 98 27 www.achdidaho.org jo 2'-0" CURB I - - - VC = 200' I w O Z O K=95.35 o r 10'"0 �C Y Z 11'-0 ULTI-USE pP`THw o 0 11'-0" —Lp,NE ,_O - - M C) 0 CURB A 1'-0�� LANE 5 ER/ I \� C) a++ 2'-0„ CURB 11,-0" LANE -- - BUFF o 10'-0" 11,-�„ LANE g,-0„ - I Un rn N E pATW AY LANE - 3 -------� II U N > LU MULTI-us 104' 7 4�� I U w a_ w - >_- -_ J 5'-0" 18'-0" x 10'-0" PRECAST CONCRETE STIFFLEG CULVERT a_ w o I -0.500% +1.59% BUFFER �— + 1�1 00 WING WALL 4 3 ��� 1I I WING WALL 2 � 52'-10" I 51 -94 I I I 10'-0�� END CULVERT oo w M 00 w � N STA. 57+86.97A 0 � 6 rn > 00 N ' ELEV. 2592.29 e °ev +° L U � L LO N -- — PT C ---------------- � ——— ——— ———————— — --PT E — -- Q N z Q w z 11 PTA o` - - - - PT �- w J w cn w hN r BICYCLE RAILING cn > m cn w UJ REMOVE Q, \ a w T CULVER EXISTING CULVERT o � � TENi r CL CULVERT @ CL LINDER ROAD N 79 19 32 W I MICE CREE N I PT B STA. 57+76.98 I PT H k PROFILE GRADE LINE N \ — ELEV. 2592.13 --PT F \ N.T.S. N -- -------- — ------------------- ---- — ----------------- -- — ---- �`— o \\ \ a PROFILE GRADE IS MEASURED AT THE TOP OF THE OVERLAY. N WING WALL 3 WING WALL 1 CO A Li BEGIN CULVERT z \ STA. 57+66.99 w I� ti r \ ELEV. 2591.98 I \ p L -M N \ +' o z BLS CINDER ROAD , \ FINISHED GRADE ELEV. r , PIS \ I POINT STA. OFFSET ELEV. 04 N O \ + PT A 57+95.86 50.87' Lt 2592.26 3 Q / \ 0 PT B 57+75.94 51.15' Lt 2590.89 U) Z PT C 57+95.00 46.00' Lt 2592.51 PT D 57+75.03 46.00' Lt 2592.20 PT E 57+78.93 45.00' Rt 2592.29 PLAN PT F 57+58.95 45.00' Rt 2591.98 3: lit = 10'-0" PT G 57+78.02 50.16' Rt 2590.94 0 PT H 57+58.09 49.86' Rt 2591.70 0 I 0 N 104'-73�4" OUT-TO-OUT 18'-0" x 10'-0" PRECAST CONCRETE STIFFLEG CULVERT U) HYDRAULIC DATA w w I CANAL FLOW DISCHARGE H.W. ELEVATION VELOCITY z ¢ Y 2600 CLLINDER ROAD 2600 MINIMUM 50 CFS 2584.43 FT 3.570 FPS UJ 4'-10" **3H:1V **3H:1V DESIGN 350 CFS 2586.48 FT 6.299 FPS 2595 OUTLET INVERT MEDIAN 4'-10" 2595 ELEV. 2580.90 **-1.75% *�2% **-2i/° *r•75% Q50H.W. ELEV. 2585.25 MAXIMUM 440 CFS 2586.97 FT 6.862 FPS w 2590 FLOW CONTROLLED BY TENMILE CREEK. 2590 ~I I� o 2585 — _ i 2585 w of 3.23' FREEBOARD 0 2580 j — — — — — 2580 z w 2575 REMOVE INLET INVERT 2575 of EXISTING CULVERT ELEV. 2581.82 0 2570 2570 ¢ U I z U) W 0 LONGITUDINAL SECTION Z (OUTSIDE FACE OF ABUTMENT 1 LOOKING z AHEAD ON STATIONING) < 1" — 1 0'-0"Of U_ o **NORMAL TO9-LINDER ROAD KELLER oA S S • z J W O 55\ONAL FN G\s`T C w a �c 0 z D E T A I L T I T L E • o Revisions: • S I G N A T U R E S • TENMILE CREEK CULVERT SITUATION F��P�° N e• BLAG��P Design By: P. Blackham Date: 1/2024 Drawn By: M. Oksten Date: 1/2024 AND LAYOUT G ��AcHD Ada County Highway District• 3 www.achdidaho.org 775 Adams Street, Boise, Idaho, 83714 project Number: 522038 Project Name: Linder Rd, Overland Rd To Franklin Rd Sheet 53 of 101 DESIGN GENERAL NOTES DESIGN SPECIFICATIONS MATERIALS, CONSTRUCTION AND WORKMANSHIP IN ACCORDANCE WITH THE STATE OF IDAHO "AASHTO LRFD BRIDGE DESIGN SPECIFICATIONS" 9th EDITION AND JUNE 2022 ITD BRIDGE TRANSPORTATION DEPARTMENT, "STANDARD SPECIFICATIONS FOR HIGHWAY CONSTRUCTION", 2023 DESIGN LRFD MANUAL. EDITION, THE PROJECT PLANS, AND SPECIAL PROVISIONS. MATERIAL DESIGN PROCEDURES CONCRETE: DECK SLAB AND EDGE BEAM - CLASS 40A f'c = 4.00 ksi PROPRIETARY COMPUTER SOFTWARE PROGRAMS USED TO FACILITATE THE DESIGN: BARREL WALLS, FOOTINGS AND WINGWALLS - CLASS 40A f'c = 4.00 ksi METAL REINFORCEMENT: AASHTO M31, GRADE 60 TYPE S fy = 60.00 ksi CORROSION RESISTANT REINFORCING STEEL: ASTM A1035, GRADE 100 fy = 100.00 ksi. USE CORROSION RESISTANT REINFORCING IN ACCORDANCE WITH ASTM A1035, GRADE 100 FOR THE TOP AND SIDES OF THE CONCRETE STIFFLEG STRUCTURE. USE METAL REINFORCEMENT IN ACCORDANCE WITH AASHTO NAME VERSION RELEASE DATE M31, GRADE 60 FOR FOOTINGS. PLAN DIMENSIONS AND ELEVATIONS ENERCALC 20.23.08.30 AUGUST 2023 BEVEL EXPOSED EDGES OF CONCRETE 3/4" UNLESS NOTED OTHERWISE. DIMENSIONS TO REINFORCING STEEL ARE TO CENTERLINE OF BAR UNLESS NOTED OTHERWISE. PROVIDE 2" CONCRETE COVER MEASURING FROM THE FACE OF THE CONCRETE TO THE FACE OF ANY REINFORCING BAR, UNLESS SHOWN OTHERWISE ON THE DRAWINGS. PROVIDE REINFORCING STEEL SPLICE LENGTHS IN ACCORDANCE WITH AASHTO SPECIFICATIONS. CONSTRUCTION PROVIDE CONSTRUCTION JOINTS AT THE LOCATIONS SHOWN ON THE PLANS OR AS APPROVED. APPLY CONCRETE WATERPROOF SYSTEM TYPE D TO THE TOP SLAB. DESIGN LOADS DO NOT EXCEED A DIFFERENCE OF 2 FEET IN ELEVATION OF THE BACKFILL MATERIAL ON BOTH SIDES OF THE STRUCTURE DURING BACKFILL OPERATIONS. PERMANENT LOADS SET THE ROLLER IN THE STATIC MODE FOR COMPACTING THE ASPHALT WEARING SURFACE OVER THE DC UNIT WEIGHT OF REINFORCED CONCRETE 0.150 kcf CULVERT WHEN THE DEPTH OF FILL IS LESS THAN 3'. DW FUTURE WEARING SURFACE 0.028 ksf ELEVATIONS BASED ON NAVD 88 DATUM. o EV UNIT WEIGHT OF SOIL 0.130 ksf INCIDENTAL ITEMS N FILL DEPTH ** ft WORK NECESSARY TO FULFILL THE CONTRACT THAT IS NOT MEASURED OR PAID FOR SEPARATELY. o EH STIFFLEG CULVERT N ACTIVE PRESSURE 0.036 kcf Fully Drained 0.081 kcf Fully Saturated AT REST PRESSURE 0.057 kcf Fully Drained 0.092 kcf Fully Saturated CAST-IN-PLACE WINGWALLS UJ z ACTIVE PRESSURE 0.053 kcf Fully Drained 0.090 kcf Fully Saturated AT REST PRESSURE 0.083 kcf Fully Drained 0.106 kcf Fully Saturated SOIL-STRUCTURE INTERACTION FACTOR (Fe OR Ft ) ** ES EARTH LOAD SURCHARGE ** ft Q TRANSIENT LOADS ILL HL-93 00 N I DYNAMIC ALLOWANCE APPLIED TO TRUCK & TANDEM CD LS LIVE LOAD SURCHARGE AT ABUTMENT ** ft LIVE LOAD SURCHARGE AT WINGWALL ** ft (DETERMINE FROM AASHTO LRFD TABLE 3.11.6.4.1 AND TABLE 3.11.6.4-2) Li w co ** - THE PRECAST SUPPLIER DETERMINES THESE VALUES IN ACCORDANCE WITH THE GEOTECHNICAL ENGINEERING REPORT. co Q J PRECAST STIFFLEG CULVERT FOOTING DESIGN LOADS SERVICE LIMIT STATE STRENGTH LIMIT STATE - BEARING PRESUMPTIVE BEARING CAPACITY qp = ** ksf o NOMINAL BEARING RESISTANCE qn = * ksf BASED UPON FOOTING SETTLEMENT = ** inches OR LESS 01 EFFECTIVE FOOTING WIDTH B' = ** ft EFFECTIVE FOOTING WIDTH B' = ** ft 0 EFFECTIVE FOOTING LENGTH L' = ** ft EFFECTIVE FOOTING LENGTH L' = ** ft z 01 RESISTANCE FACTOR Ob = 0.45 RESISTANCE FACTOR 0 = 1.0 FACTORED BEARING RESISTANCE qR = qn (Vb = ** ksf FACTORED PRESUMPTIVE BEARING RESISTANCE Oqp = ** ksf 0i FACTORED APPLIED LOAD YQ/(B'L') _ ** ksf FACTORED APPLIED LOAD YQ/B'L') _ ** ksf ❑ m U) ~ w CAST-IN-PLACE WINGWALLS w _ `"1 FOOTING DESIGN LOADS SERVICE LIMIT STATE Q STRENGTH LIMIT STATE - BEARING PRESUMPTIVE BEARING CAPACITY qp = 3.00 ksf NOMINAL BEARING RESISTANCE qn = 15.1 ksf BASED UPON FOOTING SETTLEMENT = 1 inch OR LESS w EFFECTIVE FOOTING WIDTH B' = 8.86 ft EFFECTIVE FOOTING WIDTH B' = 8.86 ft w U RESISTANCE FACTOR (Db = 0.45 RESISTANCE FACTOR 0 = 1.0 J FACTORED BEARING RESISTANCE qR = qn Ob = 6.80 ksf FACTORED PRESUMPTIVE BEARING RESISTANCE Oqp = 3.00 ksf :E FACTORED APPLIED LOAD YQ/(B'L') = 3.43 ksf FACTORED APPLIED LOAD YQ/B'L') = 2.45 ksf z w 0 0 N > w ❑ I O w z O U) w ❑ I M Q U z U) w I U Z_ J Y Z Q O KELLER • S S • Z Q J w > p SS\ONAL F� c O� FG\S`T F w a �c z D E T A I L T I T L E • J Revisions: GJ \OP�o �. o • S I G N A T U R E S • o N TENMILE CULVERT GENERAL NOTES 9 °F �P N Design By: P. Blackham Date: 1/2024 Drawn By: M. Oksten Date: 1/2024 CJ E. BLP, .gigAcHD Ada County Highway District3775 Adams Street, Boise, Idaho, 83714 Project Number: 522038 Project Name: Linder Rd, Overland Rd To Franklin Rd Sheet 54 of 101 l— www.achdidaho.org NOTES: 1. SEE SITUATION LAYOUT SHEET FOR CANAL INVERT AND WATER SURFACE ELEVATIONS AT INLET AND OUTLET OF CULVERT. DEPTH OF FILL VARIES 2. SEE SITUATION AND LAYOUT SHEET FOR ROADWAY HORIZONTAL ALIGNMENT AND PROFILE GRADE. SEE SITUATION & LAYOUT SHEET 9Y2" COMPUTE DEPTH OF FILL FOR THE SELECTED PROPRIETARY PRECAST SYSTEM. R3/$" x 4" x 0'-7%2" 3. APPLY WATERPROOFING SYSTEM, TYPE E TO TOP SLAB FROM FACE OF CURB TO FACE OF THE 1'-2" EDGE BEAM AND 1'-6" DOWN THE OUTSIDE FACE OF EACH WALL. TYP. 4. PROVIDE A PROPRIETARY PRECAST SYSTEM SELECTED FROM TYPICAL SECTION SHOWN OR a 1/8 3 SIDES APPROVED EQUAL AND INCLUDE DETAILS AS SHOWN BELOW OR APPROVED EQUAL. 5. PROVIDE EITHER CAST-IN-PLACE OR PRECAST CULVERT ELEMENTS FOR COMPONENTS SUCH AS ° FOOTINGS AND EDGE BEAMS. PROVIDE CAST-IN-PLACE WINGWALLS AND WINGWALL FOOTINGS. 2Y4" F�Z (2)Y2° x 6" 6. OFFSET JOINTS BETWEEN PRECAST FOOTING SECTIONS A MINIMUM OF 2' FROM PRECAST BARREL Q50H.W. EL V. 2585.25 3'-6%$" MIN. FREEBOARD STUDS PER SECTION JOINTS. CONNECT PRECAST FOOTING SECTIONS BY SPLICING THE REINFORCEMENT ANGLE WITHIN A CLOSURE POUR. 7. PROVIDE A MINIMUM BARREL WALL THICKNESS OF 8". 10'-7" ' 0 8. USE DIMENSIONAL TOLERANCES IN ACCORDANCE WITH ASTM C1504 SECTION 11. 18'-0" CLEAR SPAN 9. THE COST OF THE FOOTING CLOSURE POUR IS INCIDENTAL TO THE COST OF THE PRECAST a 3'-0" 3'-0" STIFFLEG CULVERT. 4„ o ° 0 10. PROVIDE GROUT THAT CONFORMS TO TYPE "B", CLASS I NON-METALLIC NON-SHRINK AS SPECIFIED IN 705.02. o Jot�\J oco o 0 �J0 ' 3'-0" MIN. COVER TO 2'-0" ° o� o oUQo o° r�� o° o 6 o o of TOP OF FOOTING L%4" x 3" x 3" x 0'-8" 3�2° o� �o° moo' o ° moo moo° 0 EMBEDDED INTO FILL WITH a° NON-SHRINK o v0o v0o° oo ° o v0o0o v°oPRECAST CONC. GROUT O O O O O O SECTIONS LOOSE RIPRAP D50=6" NOTE: o O� 1'-O" DEPTH OVER RIPRAP/EROSION PROVIDE A MINIMUM OF 2 WELD CONNECTIONS Cn N CONCRETE FOOTING, TYP. CONTROL GEOTEXTILE AT THE TOP SLAB JOINT OF EACH PRECAST STREAM BED/NATIVE MATERIAL SECTION (EACH SIDE) N co W TYPICAL SECTION z 1%2" = 1'-0" WELD CONNECTION 1" = 1'-0" co LO N O N c0 N CD 0 > Y211 3Y211 Y2 W INSIDE WALL C/) 12" WIDE JOINT WRAP SURFACE FILL WITH Q TOP OF 2%2" CENTER ON JOINT NON-SHRINK STRUCTURE ASTM C877 GROUT c� 0 /Z LU CDf 311 3 Y4„ o 1" 11 %2" 2 WITH co PRECAST CONCRETE BARREL 4' NION SHRINK w Y2 WALL - CENTER BOTTOM OF GROUT 4 T_ WALL IN CONCRETE FOOTING ° 12" WIDE JOINT WRAP zl ON OUTSIDE SURFACE Q J OF WALLS. CENTER ON Y p : o : ° FILL WITH NOTE: w CONCRETE FOOTING NON-SHRINK JOINT. ASTM C877 � 1 TYPICAL AT SLAB JOINTS, FULL LENGTH GROUT (TYP.)UJ VERTICAL WALL JOINT „ z 2n SLAB JOINT W lit = 1'-0" ~I 0 0 N W 01 0 CLOSER z POUR 0 U) W �I 0 Q z BARREL WALL/FOOTING CONNECTION U) 0 6" - 1'-0" I U z PRECAST FOOTING CLOSURE POUR J z 1%2" = 1'-0" Q of U_ 0 0 KELLER oA S S • z Q J W 0 SS\ONAL F� c z<� FO\S`T� F w a �c )3 0 z D E T A I L T I T L E • J Revisions: GJ ° �. o • S I G N A T U R E S • 13 N TENMILE CREEK CULVERT DETAILS 9 °F �P N Design By: P. Blackham Date: 1/2024 Drawn By: M. Oksten Date: 1/2024 CJ E. BLAG� .gip AcHD Ada County Highway District3775 Adams Street, Boise, Idaho, 83714 Project Number: 522038 Project Name: Linder Rd, Overland Rd To Franklin Rd Sheet 55 of 101 27 11111— www.achdidaho.org #6 x 4'-0" @ 1'-0" DRILL AND BOND INTO PRECAST STIFFLEG CULVERT WITH 8" MIN EMBEDMENT REPOSITION #6 (F.F.) AND #5 (O.F.) BARS THAT HAVE LESS THAN 2" CLEAR FROM PRECAST OR LESS THAN 3" CLEAR FOR DRILL AND BOND WINGWALL BARS INTO THE PRECAST FOOTING. DRILL AND BOND REINFORCING //^\\ DRILL AND BOND #6 (F.F BARS) FROM WINGWALL INTO #5 (O.F.) VERT / AND #5 (O.F. BARS) WITH 8" MIN. PRECAST STIFFLEG FOOTING. #5 HORIZ. \ EMBEDMENT INTO THE PRECAST C.I.P. CONCRETE FOUNDATION / STIFFLEG FOOTING. PRECAST STIFFLEG BARREL FOOTING BY PRECAST \ \\ \\\ SUPPLIER - VERIFY LOCATION A / \ \A \ • . • ' • #6 (F.F.) VERT o r Cn o / \ <co \\ \\ \ \ \ L \ w SECTION A-A \\ \ 1%2" = 1'-0" \ PLAN \\ PRECAST CULVERT AND 1%2" - 1'-0" \ PRECAST FOOTING BY OTHERS. o N N co 0 W Q co H C0 Q J o BRIDGE RAILING REFER TO ISPWC ADD ADDITIONAL REINF. TOTAL 2'-6" MIN LAP, TYP Q ACHD SUPPLEMENT BRIDGE AREA OF ADDITIONAL REINF. ADD (4) 4'-0" DIAGONAL REINF. TO MATCH ( ) TYPICAL REINF. SIZE. LOCATE DIAGONAL � RAILING DETAIL SD-2040M DRAWING EQUAL TO AREA OF I I REINF. ON INSIDE OF EACH MAT. z #6 HORIZ. LEG OF #6 (F.F.) VERT. 1,_3„ INTERRUPTED REINF. SEE z COORDINATE WITH PRECAST FOOTING LIMITS #5 SPACE WITH #6 VERT. (F.F.) NOTES 2-4. --- — —CD --- o w o, 611 3�2,. 6�2,, o t z co - LIT ----- -,L�i\A LL N 11 � w o � Q w #6 CUT FROM #6 (F.F.) W W z ^ VERT. SPC, AS SHOWN • Z� 0 z J Cfl — -- — -- — z / W J N :ADD ADDITIONAL REINF. TOTAL AREA OF/ @i- n .w ADDITIONAL REINF. EQUAL TO AREA OF � p / OfI I I I INTERRUPTED REINF. SEE NOTES 2-4 UJ J ~ \ / CAST THE WING WALL FOOTING AGAINST CHANNEL LINING SLAB #6 @ 6" MAX. U X N OPENING FOR PIPE w Q THE PRECAST CONCRETE BARREL FOOTING AND TRIM THE WINGWALL UNINTERRUPTED REINFORCING - SEE 0 0 / FOUNDATION REINFORCING TO WITHIN 2" TYPICAL SECTION. CLEAR OF THE BARREL FOOTING. #5 HORIZ. @ V-6" MAX. EACH FACE W @ / INTERRUPTED REINF. NOTES: #6 DRILL AND BOND DOWELS @ 1'-0" co 5'-1" 1'-3" #5 x 4'-9" @ V-0" 1. PROVIDE MINIMUM LAP BEYOND OPENING, TYP ALL ADDITIONAL REINF. MAX (TYP. AT C.I.P. AND PRECAST #5 @ V-0" 2. ADD ADDITIONAL REINF ON EACH FACE. 0 \ FOOTING INTERFACE) WITH 8" 3. PROVIDE A MIN. OF (1) ADDITIONAL BAR, EACH FACE, EACH WAY, EACH SIDE OF OPENING, w MINIMUM EMBEDMENT. - INCLUDING DOWELS AND CORNER BARS, TYP. ./. 37/ \\\ 4. SPACE AT 3 BAR DIAMETERS (or 3" MIN) ON CENTER. LOCATED HALF TOTAL AREA ON EACH SIDE Q �; 8 \ #5 @ 1'-0" TOP & BOTTOM OF OPENING. �i co \ 5. 2" MIN CLEAR FROM EDGE OF OPENING TO REINFORCING, TYP. zz o LIMITS OF FULL LENGTH #5 HORIZ (TOP & BOTT.) FOOTING REINFORCEMENT. COORDINATE REINFORCING AROUND OPENING FOR PIPE IN WINGWALL o LOCATION WITH PRECAST FOOTING. z N.T.S. Y TYPICAL SECTION Z 1%2" = 1'-0" FOUNDATION REINFORCING PLAN KELLER 0 1%2" = 1'-011 • z Q J W p SS\ONAL F� O� F.G\S`T c� F w )3 0 z D E T A I L T I T L E • o Revisions: • S I G N A T U R E S • T E N M I L E CREEK CULVERT 9 `? F,oP�° N o N Design By: P. Blackham Date: 1/2024 Drawn By: L. Loughney Date: 1/2024 WINGWALL DETAILS (� E. BLAG' .�.ACHD Ada County Highway District3775 Adams Street, Boise, Idaho, 83714 Project Number: 522038 Project Name: Linder Rd, Overland Rd To Franklin Rd Sheet 56 of 101 Ar ffi— www.achdidaho.org N O T E S PROBABLE SEQUENCING 800.0' 350.7' 363.9' 467.7' 890.1 ' 289.8' FOR CONSTRUCTION N Section 1 Section 2 Section 3 Section 4 Section 5 Section 6 L 1. Submit Detailed Construction Phasing And Traffic Control Plans C E:- L l L)lam' � To ACHD For Review And Approval Prior To Construction. The STAGING 3 Proposed Construction Phasing Shown On These Streets Is An r I L Example That May Be Accepted By The Contractor. However, The G> m M - Contractor Is Encouraged To Develop Their Own Phasing Plan To > Fit Their Operations. The Contractor's Traffic Control Plans Must M 777= C W Show Advanced Construction Signing And Detailed Traffic Control ,, ❑ [ For Each Phase Of Work, And Address Pedestrian, Bicycle, And Stage 1 Li C L LJ J Vehicular Traffic. (� F, 7F 2. Maintain Existing Pedestrian Facilities Including Pedestrian Ramps. Relocate Utilities V Y V 31 3 4 U 5 6A .................... J7f Where Necessary, Provide Temporary Pedestrian Ramps And All Utilities Currently Obstructing New Design Will Be Relocated, As Shown On The — — 4 45 6 58 Ti 3 Crossings. Make Temporary Facilities Detectable And Include Utility Plans. A A AEP E EP — — .. r. .. — �J Accessibility Features Consistent With The Existing Pedestrian Install Culvert/Bridge L Facility. Install The Culverts Located At The Ten Mile Creek And The Kennedy Lateral. 00 N 0 3. ACHD May Require Modifications To The Phasing And Traffic Construct Temporary Pavement a) d) -W Control Plans In The Field To Minimize Disruption To Traffic. Construct Temporary Pavement, SP-08105 On The West Side Of Linder Rd, See Stage W 1 For Details. Keep Traffic On The Existing Pavement. 4-1 0.4. Maintain A Minimum Width of 11' (Feet) For All Travel Lanes i (' Unless Noted Otherwise On The Example Construction Phasing Pedestrian Crossings ; > Y Plans. The Minimum Number Of Travel Lanes Indicated On The Stage 1 Will Install The Temporary Pedestrian Crossings In Areas Where Pedestrian l , Example Plans Must Be Maintained At All Times Unless Approved Walkways Cross The Road. u Otherwise By ACHD. m LL 5. Meet Or Exceed The Requirements Of The Current Version Of A C4 MUTCD For Construction Signs, Traffic Control Devices, And Taper Stage 2 Lengths. 6. Construction Traffic Control Signs That Are Located On The Move Traffic Project Longer Than Three Days Must Be Installed As A Once Temporary Pavement Is Constructed On The West Side, Install Temporary Permanent Installation Mounted On A Wood Or Steel Post. Pavement Markings, And Move Traffic Onto Temporary Pavement. Completely Cover Or Remove Sign Faces From The Roadway When Not In Use. Place Informational Signs Seven Working Days Construct East Side Prior To The Start Of Construction. With Traffic Moved Onto Temporary Pavement, The East Side May Be Removed And Sta e 1 7. Completely Obliterate Conflicting Pavement Markings Prior To Constructed. Shifting Traffic, Incidental To Project Construction. Overpass Construction Overpass Construction Will Continue Until Complete. 8. Changes In Traffic Patterns That Will Be In Place Longer Than Three Days Require Painted Pavement Markings On Asphalt Pavement Surfaces, Item 1134.03.21, And Pavement Marking Tape On Concrete Pavement Surfaces, Item 1103.4.1.K.1. No Stage 3 Paint Is Allowed On The Concrete Pavement. All Paint Placed On In The Final Asphalt Pavement Must Be In The Final Lane a � :4) K I Configuration. No Paint For Temporary Lanes Will Be Allowed On L)The Final Pavement Surface. Move Traffic o After The East Side Has Been Constructed, Traffic Will Be Moved Onto New Pavement 9. Night Work Will Only Be Allowed With Prior Approval From ACHD. (East Side). MContractor To Request Approval A Minimum Of Two Weeks Prior i NLi To Ensure That Adequate Time Is Available For ACHD To Construct West Side r M oN Coordinate With Nearby Residents And/Or Business. The Temporary Pavement Will Be Removed On The West Side, And Construction Will ❑ C L Start For The West Side. — � N 10. The Approved Quantity Of Temporary Pavement Will Be Paid For u By Item SP-08105. Overpass Construction i The Overpass Construction Will Be Completed On This Stage Of Construction. 34 U o d3 3 63 ZIKII P E P PEDESTRIAN Sta e 4 ACCESSIBILITY N Construct Linder South Of Overpass Construct The Roadway From The Connection Point Of The Previous Work At The N Linder/Overland Intersection Up To The Approach Of The Overpass. -77 CA N 1. Maintain Reasonable ADA Access For Pedestrians. > M l r N 2. Provide ADA Ped Continuity During All Stages. Provide Detailed i Plan For Approval To ACHD Prior To Construction. LL 0 3. Signage Shown May Require Adjustments Based On Contractors 1 QConstruction Staging. 4. Any ACHD Approved Roadway Closure Still Requires Reasonable g ADA Access & Routes Be Provided, Maintained, And Adjusted, To Meet The Needs Of Pedestrians And Bikes In The Event Bike Lanes Are Impacted. CD 5. Ref. ACHD Std. Traffic Control Template TC-200 Through oTC-204 To Assist & Ensure Reasonable ADA Access Is wMaintained Throughout The Construction Process. Stage 2 w6. Temporary Ramps, Sidewalks, Or Pathways Are To Be Removed o Upon Completion Of The Applicable Construction Phase And Removal Considered Incidental To Project. Return The Surface To z Its Original Condition And All Cost Associated Will Be Considered 0 Incidental. Q 7. Utilize Pedestrian Route Signage From Stage 1 & Stage 2 In �, L Z Stage 3. CO) I 8. Relocation Of Signs Is Covered Under Traffic Control 0�0 � I � 4) 0 Li D Maintenance, Item 1103.4.1.J.1. v~i M m M - M zo 9. Any Items Not Specifically Identified Herein That Required N ; Additional Pedestrian Temporary Traffic Control Will Be Paid By L :E s N Item Sp 11551 - Pedestrian Temporary Traffic Control Plan. ❑ M Ll o �w i u LF 0 LEGEND 3 EP 4 4 3 EP 0 z STAGES L Overpass w Stage 1 m v � N Utilities, Culvert, Temporary C Pavement, Begin Overpass 4) C o Construction, Verbena Construction, a C) Temporary Pedestrian Crossings 0 •- Z oStage 2 L- Move Move Traffic To Temporary 0 Pavement (West Side), Construct In East Side, Continue Overpass Construction z J Y Z < Stage 3 L� Move Traffic To East Side, Constru t 0 West Side, Complete Overpass Construction KELLER Of 0 Stage 3 • ZZ Existing Sidewalk g: > Temporary Asphalt Pavement 0 5S\0 NA` F� Temporary Pedestrian Crossing o�' 1 G1 T c w a 3 z • D E T A I L T I T L E • o Revisions: • S I G N A T u R E s • CONSTRUCTION STAGING OVERVIEW o oP�� � cv E 0 F .� i Design By: J. Thornton Date: 1/2024 Drawn By: A. Corley Date: 1/2024 NO. 1 (� R• CARNP �1'�AcHD Ada County Highway District• 3775 Adam www.achdidaho.org s Street, Boise, Idaho, 83714 project Number: 522038 Project Name: Linder Rd, Overland Rd To Franklin Rd Sheet 57 of 101 . N O T E S PROBABLE SEQUENCING EP EP EP EP FOR CONSTRUCTION 1. Submit Detailed Construction Phasing And Traffic Control Plans LJ``' STAGING To ACHD For Review And Approval Prior To Construction. The w Proposed Construction Phasing Shown On These Streets Is An � O ,�, M Example That May Be Accepted By The Contractor. However, The Contractor Is Encouraged To Develop Their Own Phasing Plan To Fit Their Operations. The Contractor's Traffic Control Plans Must Show Advanced Construction Signing And Detailed Traffic Control For Each Phase Of Work, And Address Pedestrian, Bicycle, And Stage 1 Vehicular Traffic. 00 2. Maintain Existing Pedestrian Facilities Including Pedestrian Ramps. Relocate Utilities > + Where Necessary, Provide Temporary Pedestrian Ramps And All Utilities Currently Obstructing New Design Will Be Relocated, As Shown On The M 2 m Crossings. Make Temporary Facilities Detectable And Include Utility Plans. ``' i U) Accessibility Features Consistent With The Existing Pedestrian Install Culvert/Bridge : EP 4) Facility. Install The Culverts Located At The Ten Mile Creek And The Kennedy Lateral. EP _ EP EP x= x x _ 3. ACHD May Require Modifications To The Phasing And Traffic Construct Temporary Pavement Control Plans In The Field To Minimize Disruption To Traffic. Construct Temporary Pavement, SP-08105 On The West Side Of Linder Rd, See Stage 1 For Details. Keep Traffic On The Existing Pavement. 4 5 6 7 8 9 10 11 _ °� 13 14 5 4. Maintain A Minimum Width of 1 1' (Feet) For All Travel Lanes ^ ^ _G _ ,"� N00'32 54 _ N00' '54 1 19 0 2 Unless Noted Otherwise On The Example Construction Phasing Pedestrian Crossings E� EP -- ---- --- --- Plans. The Minimum Number Of Travel Lanes Indicated On The Stage 1 Will Install The Temporary Pedestrian Crossings In Areas Where Pedestrian EP Y EP Example Plans Must Be Maintained At All Times Unless Approved Walkways Cross The Road. . EP Otherwise By ACHD. 5. Meet Or Exceed The Requirements Of The Current Version Of EP o MUTCD For Construction Signs, Traffic Control Devices, And Taper Stage 2 EP EP EP Lengths. — EP EP EP 6. Construction Traffic Control Signs That Are Located On The Move Traffic Project Longer Than Three Days Must Be Installed As A r m r, Permanent Installation Mounted On A Wood Or Steel Post. Once Temporary Pavement Is Constructed On The West Side, Install Temporary w m Completely Cover Or Remove Sign Faces From The Roadway Pavement Markings, And Move Traffic Onto Temporary Pavement. When Not In Use. Place Informational Signs Seven Working Days Construct East Side Prior To The Start Of Construction. With Traffic Moved Onto Temporary Pavement, The East Side May Be Removed And Sta e 4 7. Completely Obliterate Conflicting Pavement Markings Prior To Constructed. Shifting Traffic, Incidental To Project Construction. Overpass Construction Overpass Construction Will Continue Until Complete. 8. Changes In Traffic Patterns That Will Be In Place Longer Than Three Days Require Painted Pavement Markings On Asphalt Pavement Surfaces, Item 1134.03.21, And Pavement Marking Tape On Concrete Pavement Surfaces, Item 1103.4.1.K.1. No Stage 3 Paint Is Allowed On The Concrete Pavement. All Paint Placed On The Final Asphalt Pavement Must Be In The Final Lane a Configuration. No Paint For Temporary Lanes Will Be Allowed On The Final Pavement Surface. Move Traffic CDAfter The East Side Has Been Constructed, Traffic Will Be Moved Onto New Pavement N 9. Night Work Will Only Be Allowed With Prior Approval From ACHD. (East Side). Contractor To Request Approval A Minimum Of Two Weeks Prior N To Ensure That Adequate Time Is Available For ACHD To Construct West Side o Coordinate With Nearby Residents And/Or Business. The Temporary Pavement Will Be Removed On The West Side, And Construction Will Start For The West Side. N 10. The Approved Quantity Of Temporary Pavement Will Be Paid For By Item SP-08105. Overpass Construction 0 The Overpass Construction Will Be Completed On This Stage Of Construction. w Z a- PEDESTRIAN Sta e 4 ACCESSIBILITY N Construct Linder South Of Overpass Construct The Roadway From The Connection Point Of The Previous Work At The N Linder/Overland Intersection Up To The Approach Of The Overpass. 0 1. Maintain Reasonable ADA Access For Pedestrians. N N 2. Provide ADA Ped Continuity During All Stages. Provide Detailed Plan For Approval To ACHD Prior To Construction. 0 3. Signage Shown May Require Adjustments Based On Contractors QConstruction Staging. 4. Any ACHD Approved Roadway Closure Still Requires Reasonable g ADA Access & Routes Be Provided, Maintained, And Adjusted, To Meet The Needs Of Pedestrians And Bikes In The Event Bike Lanes Are Impacted. CD 5. Ref. ACHD Std. Traffic Control Template TC-200 Through oTC-204 To Assist & Ensure Reasonable ADA Access Is wMaintained Throughout The Construction Process. w6. Temporary Ramps, Sidewalks, Or Pathways Are To Be Removed o Upon Completion Of The Applicable Construction Phase And Removal Considered Incidental To Project. Return The Surface To z Its Original Condition And All Cost Associated Will Be Considered 0 Incidental. Q 7. Utilize Pedestrian Route Signage From Stage 1 & Stage 2 In Z Stage 3. 0 0 8. Relocation Of Signs Is Covered Under Traffic Control Maintenance, Item 1103.4.1.J.1. Z 9. Any Items Not Specifically Identified Herein That Required Additional Pedestrian Temporary Traffic Control Will Be Paid By N Item SP 11551 — Pedestrian Temporary Traffic Control Plan. 0 in N LEGEND Z g n I 0 z STAGES CD o Stage 4 Construct The Roadway South Of j \ The Overpass And Tie Into The New Q Roadway Connection North Of The I Linder/Overland Intersection. Z w 0 I U 1-1 In g' Z J Y Z Q L� O H Of KELLER 0 Z Existing Sidewalk g: > Temporary Asphalt Pavement 0 5s\0 NA` F� Temporary Pedestrian Crossing o�' <-/ T c w a 3 z • D E T A I L T I T L E • o Revisions: • S I G N A T U R E S • CONSTRUCTION STAGING OVERVIEW i Design By: J. Thornton Date: 1/2024 Drawn By: A. Corley Date: 1/2024 NO. 2 (� R• CARNP '1' r AcHD Ada County Highway District• 3775 Adams Street, Boise, Idaho, 83714 www.achdidaho.org project Number: 522038 Project Name: Linder Rd, Overland Rd To Franklin Rd Sheet 58 of 101 . Section 1 32.0' Control Line , <% jr — 70WE Linder 29 30 31 • €P �P • • • — " — — Opp — 35 36 Temporary Pavement o- — — EP EP EP EP EP P EP Work Area Existing Pavement Varies (20'-21 ') 25.6' QConstruct Temporary Pedestrian Crossing Q I Construct Temporary 1V Pedestrian Crossing Section 1 Sta 30+53 - Sta 35+97 L Section 2 Section 3 Golnttrulct ii onpoorcll- erniemti26.0 Control Line — Linder Item SS P 08105 tJ1 —NW E Temporary 37 33 39 40 _ Pavement n E) Work Area Existing Pavement Varies (9'-11 ') 36.0' a N N Section 2 N w Section 3 Section 4 Sta 36+29 - Sta 39+82 Of 1 26.1 ' Control Line — Linder LP 00 W Er 42 415 44 EP EP • 46 Temporary Pavement 46 1-1 N — — Work Area Existing Pavement o Construct Temporary Pavement, 15.0' 26.4' Cn Construct Temporary Pedestrian Crossing 0 Section 3 UJ 0 Sta 39+82 - Sta 43+44 3" — Temporary Pavement, Z Item SSP 08105 0 32.0' Control Line — Linder z 6" — Crushed Aggregate Base, N Type I, Item 0 802.4.1 .A.1 m Temporary Pavement Z 9" — 6" Minus Work Area Existing Pavement o Uncrushed Aggregate i Subbase, Item CD Temporary Pavement Detail 801 .4.1 .B.1 .6 Varies (14.6'-21 .1 ') 32.0' 0 0 L E G E N D CONSTRUCTION NOTES Q U Z Section 4 0 STAGES 1 . All Temporary Crossings In The Construction Zone Must Be Stage 1 Existing Sidewalk Moved At Some Point To Allow Construction To Continue. Sta 43+44 — Sta 48+11 of Utilities, Culvert, Temporary Z Pavement, Begin Overpass Temporary Asphalt Pavement 2. Contractor Must Obliterate All Conflicting Pavement Markings, -J Construction, Verbena Construction, Z Temporary Pedestrian Crossings Temporary Pedestrian Crossing SSP 11400. See Note 1 3. Drum Spacing Will Be 35 Feet. o Stage 2 Move Traffic To Temporary • Drums 00� Pavement (West Side), Construct KELLER 0 East Side, Continue Overpass A S S • gConstruction ° Tubular Markers r—i Type III Barricade for Roadway U Stage 3 Type II Barricade For Pedestrian Detour 5\0 NA L F CMove Traffic To East Side, Construct � GAS T tic West Side, Complete Overpass Direction Of Travel O T F w Construction a R` z_ D E T A I L T I T L E • 0 Revisions: O� GJ� 10 2 o • S I G N A T U R E S • N OF STAGE 1 CONSTRUCTION NO. 1 R.�CARNP�� i Design By: J. Thornton Date: 1/2024 Drawn By: A. Corley Date: 1/2024 G ��AcHD Ada County Highway District• www.achdidaho.org 3775 Adams Street, Boise, Idaho, 83714 project Number: 522038 Project Name: Linder Rd, Overland Rd To Franklin Rd Sheet 59 of lol .1' 1 Control Line — Linder Section 5 Construct Temporary Pavement, 26.0' Item SSP 08105 — EP EP Ep Ep Temporary Pavement bo 8 — E — Work Area Existing Pavement Varies (11 .9'-15.2') 30.5' I Section 5 Sta 48+11 - Sta 57+01 Q Construct Temporary Pavement, Control Line — Linder N Item SSP 08105 Section 6 N 32.0' \ N CD _ Ld O II I II Z ° • EP • • a_ 5 — _56 57 58 -05g 6o Temporary Pavement Work Area Existing Pavement 00 00 Varies (9.6'-17.9') 34.1 ' N O N n N 'I II \ u U O Construct Temporary p y Section 6 Cn Pedestrian Crossing g Sta 57+01 - Sta 59+91 0 0 w 0 Z 0 U D H U7 Z O U N 0 o] N Z g n i 0 z UJ w ro in I L E G E N D CONSTRUCTION NOTES Q U z 1 . All Temporary Crossings In The Construction Zone Must Be o STAGES Moved At Some Point To Allow Construction To Continue. 0 Sta e 1 Existing Sidewalk 2. See Sheet 57 Of 101 For Temporary Paving Detail. 9 of Utilities, Culvert, Temporary Z Pavement, Begin Overpass Temporary Asphalt Pavement 3. Contractor Must Obliterate All Conflicting Pavement Markings, Y Construction, Verbena Construction, SSP 11400. Z Temporary Pedestrian Crossings Temporary Pedestrian Crossing See Note 1 4. Drum Spacing Will Be 35 Feet. o Stage 2 Move Traffic To Temporary • Drums 00� Pavement (West Side), Construct KELLER o East Side, Continue Overpass ASSOCIATES gConstruction ° Tubular Markers > Type III Barricade for Roadway O Stage 3 Type II Barricade For Pedestrian Detour 5\0 NA L F Move Traffic To East Side, Construct ��� GAS T tic West Side, Complete Overpass Direction Of Travel O < F w Construction a Q- R` z_ D E T A I L T I T L E • 0 Revisions: O0OF GJ� 10 2 o • S I G N A T U R E S • N STAGE 1 CONSTRUCTION NO. 2 R.�OARNP�� i Design By: J. Thornton Date: 1/2024 Drawn By: A. Corley Date: 1/2024 G �1'�AcHD Ada County Highway District• www.achdidaho.org 3775 Adams Street, Boise, Idaho, 83714 project Number: 522038 Project Name: Linder Rd, Overland Rd To Franklin Rd Sheet 60 of lol . O n m m Cm m m m m d 1e7777o ❑ w C Ll 4" Temporary Pavement P Y M4-9BL DETOUR DETOUR M4-9BR Markings, Item SSP 11450 —EP EP x�Xx—x� ` X= "� C Temporary (Orange) 30"x24" 30"x24" 4 Temporary Pavement Pedestrian Barrier x 0 Markings, Item SSP 11450 w 17 — 18 — 19 20— 21 — 22 23 d3 24 d3 dE 2� d3 2�� d3 28 30 P EP EP — — — — a EP EP EP EP M M p M4-9BL , d,�o0 M4��9BL o .�,c0 M4-9BR 7�i• •�rto M 4—9BR 30 x24 uJ 30 x24 w 30"x24" 0 30 x24 M4-9BR 4�c��,� 30"x24" M4-9BL ° 30"x24" LLLLi N o m N O N PLAN VIEW 0 w F- z Of Q 00 Lq 00 \ 2.0' 2.0' 2.0' N 4.0' J.B. 12.0' 12.0' Drum 3.5' 40.0' 12.0' 12.0' Drum 3.5' 40.0' Pedestrian Southbound Northbound Southbound Northbound Pathway Travel Lane Travel Lane Travel Lane Travel Lane a g Work Area Work Area Temporary Pavement To Temporary Pavement To New Pavement Transition Ramp New Pavement Transition Ramp 0 0 �i i Control Line � Control Line z 0 TYPICAL SECTION SECTION CIO WITH EXISTING PEDESTRIAN ACCESS U WITHOUT EXISTING PEDESTRIAN ACCESS N 0 o] N z g n i 0 z CD w 0 L E G E N D CONSTRUCTION NOTES Q U z 1 . All Temporary Crossings In The Construction Zone Must Be o STAGES Moved At Some Point To Allow Construction To Continue. Sta e 1 Existing Sidewalk 2. See Sheet 57 Of 101 For Temporary Pavement Detail. 9 of Utilities, Culvert, Temporary z Pavement, Begin Overpass Temporary Asphalt Pavement 3. Contractor Must Obliterate All Conflicting Pavement Markings, Y Construction, Verbena Construction, SSP 11400. z Temporary Pedestrian Crossings Temporary Pedestrian Crossing See Note 1 4. Drum Spacing Will Be 35 Feet. o Stage 2 Move Traffic To Temporary • Drums 00� Pavement (West Side), Construct KELLER o East Side, Continue Overpass A S S • gConstruction ° Tubular Markers > Type III Barricade for Roadway 0 Stage 3 Type II Barricade For Pedestrian Detour 5\0 NA L F Move Traffic To East Side, Construct ��5 GAS T ti0 West Side, Complete Overpass Direction Of Travel O < F w Construction a Q- R` z_ D E T A I L T I T L E • 0 Revisions: O� GJ� 1O 2 o • S I G N A T U R E S • N OF STAGE 2 CONSTRUCTION NO. 1 R.�CARNP�� i Design By: J. Thornton Date: 1/2024 Drawn By: A. Corley Date: 1/2024 G ��ACl�1D Ada County Highway District• www.achdidaho.org 3775 Adams Street, Boise, Idaho, 83714 Project Number: 522038 Project Name: Linder Rd, Overland Rd To Franklin Rd Sheet 61 of 101 .1' 1 ° a - w Ll ° 4" Temporary Pavement Temporary (Orange) Pedestrian Barrier Markings, Item SSP 11450 4" Temporary Pavement Temporary (Orange) Markings, Item SSP 11450 Pedestrian Barrier 4" Temporary Pavement Markings, Item SSP 11450 63 7-7 ffLLLL M4— 0 M4-9BR M304"—x24" 'KM4-98R " �30"x24 aw' 30"x249BL �° 0 c LU 30 x24 � o L�' 1 1 1 FT-T-T I I I_Lj_LL= a ° N O f777 N PLAN VIEW N CD E W F— z_ Of o_ Q 00 Lq 00 0 2.0' 2.0' 2.0' N J.B. Drum Drum 4.0' 12.0' 12.0' 3.5 40.0' 12.0' 12.0' 3.5' 40.0' Pedestrian Southbound Northbound Southbound Northbound Pathway Travel Lane Travel Lane Travel Lane Travel Lane a g Work Area Work Area Control Line Temporary Pavement To Temporary Pavement To � New Pavement Ramp New Pavement Ramp 0 �i i w Control Line 0 z 0 TYPICAL SECTION TYPICAL SECTION U 0 WITHOUT EXISTING PEDESTRIAN ACCESS WITH EXISTING PEDESTRIAN ACCESS z 0 U 1-1 0 o] N z g n i 0 z CD w 0 L E G E N D CONSTRUCTION NOTES Q U 1 . All Temporary Crossings In The Construction Zone Must Be z o STAGES Moved At Some Point To Allow Construction To Continue. 1-1 Sta9 e 1 Existing Sidewalk 2. See Sheet 57 Of 101 For Temporary Pavement Detail. of Utilities, Culvert, Temporary 3. Contractor Must Obliterate All Conflicting Pavement Markings, z Pavement, Begin Overpass Temporary Asphalt Pavement -J Construction, Verbena Construction, SSP 11400. Z Temporary Pedestrian Crossings Temporary Pedestrian Crossing < See Note 4. Drum Spacing Will Be 35 Feet. w 0 Stage 2 Move Traffic To Temporary • Drums 00� Pavement (West Side), Construct KELLER o East Side, Continue Overpass A S S • gConstruction ° Tubular Markers > Type III Barricade for Roadway 0 Stage 3 Type II Barricade For Pedestrian Detour 5\0 NA� F Move Traffic To East Side, Construct ��5 GAS T ti0 West Side, Complete Overpass Direction Of Travel O < F w Construction a Q- R` z_ D E T A I L T I T L E • 0 Revisions: O� GJ� 1O 2 o • S I G N A T U R E S • N OF STAGE 2 CONSTRUCTION NO. 2 R.�OARNP�� i Design By: J. Thornton Date: 1/2024 Drawn By: A. Corley Date: 1/2024 G ��ACl�1D Ada County Highway District• www.achdidaho.org 3775 Adams Street, Boise, Idaho, 83714 Project Number: 522038 Project Name: Linder Rd, Overland Rd To Franklin Rd Sheet 62 of 101 .ram' r ® o n M M 0 � M4-9BR oo M4-9BL M4-9BR o =o M4-9BL 30"x24" c ui 30 x24jr'(2MM •K „30 x24 w 30 x24 — x=x� —EF EF x — x G F FP Fr V V V.7 V 17 — 18 19 20 2117 11 1 3 — d 2 0 36 E E E) — — — EP EP EP EP �A - - n n A A A n A n n A — n n A A A n MOM- < I 03 03 03 4" Temporary Pavement v v v EP EP Markings, Item SSP Construct Temporary EP EP � 11450 Pedestrian Crossing Construct Temporary Pedestrian Crossing m 0 0 m m 0 0 000 m C7 PLAN VIEW N ®® N N O o N C N o M4-9BR o o M4-9BL 0. .Ko M4-9BR M M4-9BL z 30"x24" c � „ ,> ,> „ � » CL o 0 30 x24 30 x24 c w 30 x24ILL a_ o a w Lq ao N O N v AA A A N 41 4 o 60 62 63 wsa a2 � �s — MOM MOM- Merw-- g v v v ,I v v v v v v v v v v v V v V v v v v 1 4" Temporary Pavement V O Construct Temporary Markings Item SSP Temporary Pedestrian Crossing 0 Pedestrian Crossing , 11450 0 �i i w Q z 0 F- U PLAN VIEW V) z 0 U 1-1 0 o] N z g aI 2.0' 2.0 i Drum C&G CD 47.0' 11 .0' 11 .0' 5.0' 10.0' o Southbound Northbound Buffer MUP L E G E N D CONSTRUCTION NOTES Travel Lane Travel Lane 0 Q U z1 . All Temporary Crossings In The Construction Zone Must Be o STAGES Moved At Some Point To Allow Construction To Continue. Work Area U� Existing Sidewalk 2. See Sheet 57 Of 101 For Temporary Pavement Detail. Control Line o stage 1 of Utilities, Culvert, Temporary 3. Contractor Must Obliterate All Conflicting Pavement Markings, z Pavement, Begin Overpass Temporary Asphalt Pavement g g -J Construction, Verbena Construction, SSP 11400. z Temporary Pedestrian Crossings Temporary Pedestrian Crossing See Note 1 4. Drum Spacing Will Be 35 Feet. TYPICAL SECTION o Stage 2 Move Traffic To Temporary • Drums 00� Pavement (West Side), Construct KELLER o East Side, Continue Overpass A S S • gConstruction • Tubular Markers > r-i Type III Barricade for Roadway O Stage 3 Type II Barricade For Pedestrian Detour 5\0 NA L F Move Traffic To East Side, Construct ��� GAS T tic West Side, Complete Overpass Direction Of Travel O < F w Construction a Q- R` z_ D E T A I L T I T L E • J Revisions: O0OF GJ� 10 2 o • S I G N A T U R E S • N STAGE 3 CONSTRUCTION R.�CARNP�� i Design By: J. Thornton Date: 1/2024 Drawn By: A. Corley Date: 1/2024 G —,ACHD Ada County Highway District3775 Adams Street, Boise, Idaho, 83714 Project Number: 522038 Project Name: Linder Rd, Overland Rd To Franklin Rd Sheet 63 of 101 '-w s� www.achdidaho.org CONSTRUCTION NOTES 1 . Contractor Must Obliterate All Conflicting Pavement Markings, SSP 11400. 2. Drum And Tubular Marking Spacing To Be 40 Feet. 3. All Traffic Lanes Temporarily Closed Due To Construction, Must Cover The Corresponding Traffic Signal Head. LEGEND STAGES \ Stage 4 \ Construct The Roadway South Of \ The Overpass To The New Roadway Tie In Point North Of The Linder/Overland Intersection. Existing Sidewalk Temporary Asphalt Pavement ° o x x �x � �� • Drums po w x x m x x Tubular Marker Type III Barricade for Roadway YP Y Type II Barricade For Pedestrian Detour x rn Direction Of Travel � I x Q ri Cq � m N � x x � I N 0 m r N C° I w EP F \ EP z Of 00 a • —1 + ri W L -�� 0 CD , 587. 1 1 S LINDER RD N a 10+ 0 1 1 +00 12+00 _ 13+00 _ 14+00 w 1 +00 16 0 17+ 18+ 19+00 +00 21 00 r, _ _ N _— — _ co m w o • Q cn x CD O EP EP EP EP o EP r, UJ 0 x EP V) I -*EP EP EP E 0 z x m0 0 U Q M H J x -0 00 z z LU x 0 Fn O , x z r*1 o z CD w I CO x ro m / 0 Q U z N W U In 0 50 100 150 z J z Plan Scale a w 0 KELLER o- oA S S • z g a- w o G5\0NAL F� of �z< GAS T of ER�o w z D E T A I L T I T L E 7756 J Revisions: O s� 10 2 0 • S I G N A T U R E S • N STAGE 4 CONSTRUCTION °ti�RFcAR / Design By: J. Thornton Date: 4/2024 Drawn By: A. Corley Date: 4/2024 ��AcHD Ada County Highway District 3775 Adams Street, Boise, Idaho, 83714 project Number: 321062.001 Project Name: Overland Rd And Linder Rd - Linder Rd Overpass Phase 1 Sheet 64 of 37 .1' www.achdidaho.org X CONSTRUCTION NOTES X X ° 0 `c�'j 0 1 1 . All Temporary Crossings In The Construction Zone Must Be 0 Moved At Some Point To Allow Construction To Continue. X 1 ` 2. Contractor Must Obliterate All Conflicting Pavement Markings, ° ° 1 X I ° X x ° O O SSP 11400. x o � I Oo 3. Minimum Drum Spacing Is 35 Feet. Q—o ° o Y o 4. Dewatering May Be Needed Depending On Contractor's W o \ I r, W1 —4(L) W20-1 Q 0 w Approach, Item 205.4.1 .B.1 . = x ° x I Proposed Culvert Construct Temporary Paving, See Detail A 36"x36" 36"x36" pp ' x Z < \ Item SSP 08105 ¢ 5. Shoring To Be Completed Between Phasing As Shown On G20-2 LV �` o LV \ x I ® ® Sheet 66 Of 101 Item SP 70017. 36"x1 EEC, " w o � ° � (D Existing Culvert Portable Concrete Barrier (Pinned), _3_ ° — ° _ Item 1103.4.1 .A.1 ° ° LEGEND 0 0 0 ° 0 0 Temporary Crash Cushion,- 0. (D II Item 626-1 18A ° ° STAGES ® -- f--- El ----f 100' End Taper f Stage 1 a OHP ® OHP m Shift Traffic To Right Side Of Fo OHP _ OHP 100' 100' ��N/ Roadway, Construct West Side Of 53 nEP EP EP o EP EPe I P P EP P EP EP I o I LL Ten-Mile Structure 54+00 0 �F - �— S CINDER RD — _ _ _ - 5++00 60 0_0 �6.1 +�� - - -62+�— Z o • - - — J Stage 2 100 0 100 • • , • • • I • Shift Traffic Onto New Roadway 65 Taper 130 Longitudinal Buffer I oNP CINDER RD o i Structure On West Side Of Ten-Mile, ' 12• 130' Taper 1 S I Z Construct The East Side Of The MW� = e• a- Ten-Mile Culvert a o 0 00® - N o 0 0 0 0o . o 0 0 2 \ o o I Existing Sidewalk LL 0 0 C 1 0 Existing Culvert_ ———�f————f————f—— — —— Temporary Asphalt Pavement 1 i - N D o ° Temporary Crash Cushion, / �\ _ _ — — x ® • Drums 0 1 Item 626 118A � x 0 ° ° O o 7 H Type III Barricade for Roadway o Q A I Type II Barricade For Pedestrian Detour z I w I x ' O W20-1 = \ o m Direction Of Travel 0 o_ ,> x o W1 —4(R) Z x ° `" Q� \ I o 0 362'0x18» 36 x36 36"x36" LU Q k LU I m I N 0 \k °1`1 Cv I 04 o+ / x ° o g TEN-MILE CULVERT PLAN VIEW 3" Plant Mix Pavement, SP-3, cD Item SSP 08105 Varies, See Plan View 6" — Compacted Crushed Aggregate 2% For Base Type I, Item 802.4.1 .A.1 -'7 J U LJ J z Alignment 9" — 6" Minus Uncrushed Aggregate Base, w Item 801 .4.1 .B.1 .6 TEMPORARY PAVING DETAIL z A1:5 0 5 10 45.2' 0.3' 7.4' 18.9' zConstruction Zone Stage 1 Construction 2.0' 0 Proposed Safety Distance U Headwall Drum D 10.0' 10.0' 5.0' Sou hbound Lane Northbound Lane Sidewalk Headwall 0 Existing i Headwall 2.0' N o ,Pinned Concrete Barrier m z / Obvert, Elev 2588.183 Obvert, Elevl 2587.943 �2 0' 4 J i /Shy Dist. c� o Creek Bed � I o Remove Existing Fence, Invert, Elev 2580.693 See Plan Sheets / z 0 / U i z Invert, Elev 2580.933 Y Creek Bed z a o' 0 KELLE0 ■ o' g TEN-MILE CULVERT CROSS SECTION o' w 0 -)5\0NA` F� o�' �G\S T c w 4 � z D E T A I L T I T L E • 0 Revisions: • S I G N A T U R E S • CONSTRUCTION STAGING -TEN-MILE o �`�� oP�° � i Design By: J. Thornton Date: 1/2024 Drawn By: A. Corley Date: 1/2024 CULVERT P 1 (� R C ARNP ��ACl�1D Ada County Highway District3775 Adams Street, Boise, Idaho, 83714 Project Number: 522038 Project Name: Linder Rd, Overland Rd To Franklin Rd Sheet 65 of 101 %7 ffi� www.achdidaho.org m �� 1 1 , „ o CONSTRUCTION NOTES 12 x48 \ \ Ref. TS-1109 m o ° (Traffic Supplemental) 1 . All Temporary Crossings In The Construction Zone Must Be o \ ° \ Moved At Some Point To Allow Construction To Continue. 2 as 13aN1� S \ 2. See Sheet 64 Of 101 For Temporary Pavement Detail. X x \ Z W20-1,> 0 3, Contractor Must Obliterate All Conflicting Pavement Markings, ° ° ° W13-1 Qy3Hy 36 x36 �24"x24" ° V20-1 SSP 11400. N�JOM ° ° X X \ 1 ad0� 36"x36" Z 4. Minimum Radius Required For Temporary Roadway Is 198 PCG"20-2 a "° W1 -4 L � _ o o Y 12"x48" Feet. I ( >� a_ Q Q � 21 w 36 x18 W I Bridge a Railing, ° \ = X X SeegTen-Mile ' Plans O 3 Q Z Ref. TS-1 109 36 x36 (� o I = 5. Minimum Drum Spacing Is 25 Feet. \ ° J (Traffic Supplemental) x o W ° x 1 I (Sheet 55 Of 100) O X ° i � " 4. Dewatering May Be Needed Depending On Contractor's ° o UJ "' o a 1 X 0 o w Approach, Item 205.4.1 .B.1 . x Ve ^lx I x W20-1 ¢ 5. Shoring To Be Completed Between Phasing As Shown On U o Temporary Crash Cushion, 36"x36" R9-11 m' a Item 626-118A _ Temporary Crash Cushion, \ / ; ° Sheet 66 Of 101 , Item SP 70017. x -24 x 18 z —— — _ ° _ Item 626-1 18A ° = X __� ° ° m 4" Temporary Pavement ° _ II _ o, o ° Markings, Item SSP Temporary Sidewalk, ° 'n 11450 Item SSP 08105 ——__- ° — — 0 0 0 0�— ❑ � a�o3 1 LEGEND OHP OHP m • ti• 100' 10- 0 0 �+ + OHP �\ • 0 I I o G cfl EP 53+ EP o EP EP E II �• O° STAGES 55+00 — • — +00 — _ rr0� + +0 60+ 0 +�� E� o 6 +00 0 64+00 D_ Sta e 1 • -S LINDER RD , , �+ - 100 0 100 Min. i OAP \�7 LINDER RD� — Shift Traffic To Right Side Of — — z Roadway, Construct West Side Of Mw, e- s. o — — - — Ten-Mile Structure ° Q ° ° ° ° Portable Concrete Barrier, N ° ° Item 1103.4.1 .AQo ° ° I Stage 2 0 Shift Traffic Onto New Roadway x x x - x x I^� — 0 0 0 ® � 0 Structure On West Side Of Ten-Mile, 0 «< III Construct The East Side Of The o ° Q ° x Existing Culvert — —�— x m o Ten-Mile Culvert � W ° 4" Temporary Pavement ° \ x Prof Culvert / / O Markings, Item SSP Z Existing Sidewalk p R3-2LL1 Q w _ p = C3'� � 24"x24' ® I R9-1 1 ° w/ Temporary Asphalt Pavement z \ m D \ ° ED z 24"x 18" LL EL W13-1 r �� ° �C�' mQ \ Drums Q 24"x24" ° I I I J Type III Barricade for Roadway o W20-1 W 1 ,-4(L) / o I ~ Type II Barricade For Pedestrian Detour 36"x36" \ 36 x36 C, ° ° I I x G20-2 I Z It x I Q ROAD Direction Of Travel ® ° I I I WORK W20-1 / ° — — — — —J I AHEAD 36 x36 ° CIS fi w ° /+ ��„ II \ I°_ S LINDER RD N 12"x48" g TEN-MILE CULVERT PLAN VIEW ( Ref. TS-1109 Traffic Supplemental) c� 0 a- w J D U w Of J z 41 .0' Existing Roadway w 2.0' 2.0' z a 0.4' 2.0 Concrete Construction (n Bike Railing Concrete Barrier Shy Distance 63.1 ' o Barrier 2.0' Construction Stage 2 D5.0' 2.0' 1 1 .0' Drum 1 1 .0' 2.0' 30.0 Z Sidewalk Shy Southbound Lane Northbound Lane Shy 18.9' o Dist. Dist. / N 0 m (n Z g In i 0 / Z w 0 i / 0 U Z N W U / Z J Y Z Q L OKELLE ■ H a' g TEN-MILE CULVERT CROSS SECTION a- w 0 -)5\ONA` F� o 1 G1 T c w 4 � z D E T A I L T I T L E • o Revisions: • S I G N A T u R E S • CONSTRUCTION STAGING - TEN-MILE o �`�� oP�° � i Design By: J. Thornton Date: 1/2024 Drawn By: A. Corley Date: 1/2024 CULVERT P2 (� R C ARNP AmACHD Ada County Highway District3775 Adams Street, Boise, Idaho, 83714 Project Number: 522038 Project Name: Linder Rd, Overland Rd To Franklin Rd Sheet 66 of 101 27E www.achdidaho.org I O Z O NOTES: w z I 1. PLACE THE NEW CULVERT OVER THE TOP OF THE EXISTING CULVERT TO MAINTAIN THE FLOWS OF TEN-MILE CREEK. I �X 2. PROVIDE ALL SHORING AS REQUIRED FOR CONSTRUCTION. THE LOCATIONS AND LIMITS SHOWN ARE INDICATED TO x I ALERT THE CONTRACTOR THAT SHORING MAY BE NEEDED. DETERMINE THE ACTUAL LOCATION AND LIMITS OF ALL WING WALL 4 SHORING REQUIRED. SUBMIT TEMPORARY SHORING PLANS AND DESIGN CALCULATIONS IN ACCORDANCE WITH l� I w I I I I I 585-005A. , PROPOSED ) I CULVERT A_ (L_ CULVERT @CLLINDER ROAD 3. REMOVE THE EXISTING CULVERT AFTER BOTH STAGE 1 AND STAGE 2 CONSTRUCTION IS COMPLETE. \ X STA. 57+76.98 o (� ` 1 I ELEV. 2592.13 4. THE CONTRACTOR MUST SUBMIT CONSTRUCTION DRAWINGS ON THE SEQUENCING OF REMOVING THE EXISTING --_ ___ ____ ____ ____ ____ ___ ___ ____ CULVERT TO THE ENGINEER FOR APPROVAL. N (.0 I EXISTING CULVERT CLCULVERT I --�-- TFNM�CE C— � I REK a N ——— ——— ———— ———— ———— ---- ——— WING WALL 4 I � N ICN CN CL S LINDER ROA 42'-6"- x Q PA(8 - 18'-0" x 10'-0" PRECAST CONCRETE SECTIONS) 3'-0" A � C/) STAGE 1 CONSTRUCTION -n I g II / o w z I r I +/ 7r 3 EXISTING STEEL ARCH PIPE o I -9%211 Ld Ld STAGE 1 CONSTRUCTION - TEN-MILE c� i� 1 if = 10'-0" z Q w 0 Of o _ M °� / o LJ Cf) z Z I g I o YLLJ X I W � ,� ~ �` I WING WALL 1 z ) TEMPORARY SHORING (TYP.)CL I CULVERT @LINDER ROAD SECTION VIEW \ STA. 57+76.98 > ELEV. 2592.13 8" = 1'-0" w - --- --- -- -- --- --- -- --- --- --- --- --- --- -- --- --- -- I ROPOSED CLCULVERT z CULVERT � of MICE CREK i o - Q / U z WING WALL 2 EXISTINGLi I of ( l CULVERT ) X � 10'-4" 62'-13 , I O 4 o � OfI , --� Xf 0 (12 - 18'-0" x 10'-0" PRECAST CONCRETE SECTIONS) zSTAGE 2 CONSTRUCTION I p (L- S LINDER ROAD I 'CO) O I o I � � I Of o + KELLE hi 0 I • 0 STAGE 2 CONSTRUCTION - TEN-MILE �s\p NA L F� Of 1 if 101-011 a �3 0 z_ J D E T A I L T I T L E • N Revisions: • S I G N A T U R E S • CONSTRUCTION STAGING - TEN-MILE -� �`� �° N 9 E OF \�P Design By: P. Blackham Date: 1/2024 Drawn By: M. Oksten Date: 1/2024 CULVERT S&L BLPAG� ��AcHD Ada County Highway District• 3 www.achdidaho.org 775 Adams Street, Boise, Idaho, 83714 project Number: 522038 Project Name: Linder Rd, Overland Rd To Franklin Rd Sheet 67 of 101 J v X ° ° CONSTRUCTION NOTES xx x X X �X s o 2 Q x x x x 1 . All Temporary Crossings In The Construction Zone Must Be FT " o O x m \ x � x < Moved At Some Point To Allow Construction To Continue. x Q ° W1 -4(L) x ° W20-1 + o Q ° o ° X x x \ x 36"x36" x 36"x36" 2. Contractor Must Obliterate All Conflicting Pavement Markings, x x ° ° x I Q v SSP 11400. ° Z x x J W x 3. Minimum Radius Required For Temporary Roadway Is 198 ° o x c X � = W 13-1 o Y o Feet. x G20-2» Q x LLI O O ° (V —2 24"x24" Q w x ° x x X xb x18 Q . ° I ° ,C 0 Q \ 4. Minimum Drum Spacing Is 25 Feet. x O Y X x 0 ° ° ® 5. Construction To Be Done During Non—Irrigation Season. o W ° ° ° \ 6. Shoring To Be Completed Between Phasing As Shown On x z Construct Temporary Paving,° I o x c w o Q See Detail A, Item SSP 08105 x x Sheet 69 Of 101 , Item SP 70017. 8 m Temporary Crash Cusghion, o x x xco OCO c Item 626-1 18A ° X x x UOO OT� �: CP ------ + 4" Temporary Pavement ° x ° ° 4" Temporary Pavement Markings, Item SSP • Markings, Item SSP ® 11450 ° o EP EP / 11450 + i X x x® o x ° ° LEGEND FP-, EP , \ EP P EP P EP EP— S LINDER RD_ _ _ 100 Min. 41100 1 42++00 43+0 _ _ _ _ 49+6b • • S LINDER RD STAGES • 1 1 1 1 1<1 1141 age 1 O Shift Traffic To Right Side Of o ° o o ° Roadway, Construct West Side Of o ° O ° Ten—Mile Structure Q Temporary Crash Cusghion, W X Item 626-1 18A x x Q x x x x x xT_x x x x — Stage 2 Q x x x x x X X X X x x -Portable Concrete Barrier, o x Shift Traffic Onto New Roadway ° Item 1103.4.1 .A.1 a x o Structure On West Side Of Ten—Mile, W x o m I x Construct The East Side Of The o Q m o O Existing Box Culvert ��� \ Z x Ten—Mile Culvert Z D O D g Temporary Crash Cusghion, a ; x a °p W1,3-1 N V d Item 626 X1 18A ° x \ Existing Sidewalk (� 24 x24 620-2 cc W20-1 ���/ Q x x x ° 36"x 18 \` Temporary Asphalt Pavement � L � o z 36"x36" ll x • Drums z x � x Q �x W1 j 4(R) Cl) x x ° } 36 x36 �O I H Type III Barricade for Roadway Type II Barricade For Pedestrian Detour of A_ ` o ° o Direction Of Travel 0 0 NO. 0-It N w � ° X X x_ X X X 25 1.7 Ho KENNEDY LATERAL BOX CULVERT CROSS SECTION W Q 3" Plant Mix Pavement, SP-3, g Item SSP 08105 0 50 100 150 Varies, See Plan View 1 6" — Compacted Crushed Aggregate Plan Scale For Base Type I, Item 802.4.1 .A.1 c� 0 J w9" — 6" Minus Uncrushed Aggregate Base, g Item 801 .4.1 .B.1 .6 } TEMPORARY PAVING DETAIL 0 w w 1:5 0 5 10 Y I C� Alignment 49' 0 58' 2' 2' D Construction Stage 1 Concrete Concrete ZBarrier 2 Barrier 0 U rum N 2' 11 11 S' m Construction Southbound Lane Northbound Lane Sidewalk (n Safety Distance z g n i 0 / Z w2' 2' Shy Dist. Shy Dist. / 0 Q U z N W U Z J Y z Q L KENNEDY LATERAL BOX CULVERT CROSS SECTIONKELLER Z • 00� 0 5 10 15 W o �s\0 NA L F� Of Plan Scale o`� �G\S T w 4 � z D E T A I L T I T L E • o Revisions: • S I G N A T u R E s • CONSTRUCTION STAGING - KENNEDY o ' `�� 0' cv E O F .� i Design By: J. Thornton Date: 1/2024 Drawn By: A. Corley Date: 1/2024 LATERAL P 1 C ARNP ��AcHD Ada County Highway District• www.achdidaho.org 3775 Adams Street, Boise, Idaho, 83714 project Number: 522038 Project Name: Linder Rd, Overland Rd To Franklin Rd Sheet 68 of 101 17 xi X x x� - ,� a , I ° — CONSTRUCTION NOTES '\ O �� I o x X X � x X X \ x W x x 1 . All Temporary Crossings In The Construction Zone Must Be o P Y 9 x I J ° o x x ° ° I Moved At Some Point To Allow Construction To Continue. wx °° x © o ° 7%� \ \ � R x 2. See Sheet 67 Of 101 For Temporary Pavement Detail. o ° x x x \ Temporary Crash Cushion,) G a ° o x x 0 I W x 3. Contractor Must Obliterate All Conflicting Pavement Markings, Item 626-1 18A X W20-1 x Z x I SSP 11400. Z x 36 x36 x Elf FZ_ x x x ° W W1 1 —2(R) W1 1 -2(L) ° 4. Minimum Drum Spacing Is 35 Feet, Unless Otherwise Noted. Z x o G20-2 x Z x1 0 30"x30" 30"x30" x w o O ° J / ��� 5. The Contractor Must Provide Temporary Access To The w x � 3\x18 x C o X x x x ° x Q \ ° Bike Railing, See o ° ® Q Q x Private Street W Joshua Ln. Relocate Stop Sign, g� ~j x x O x Item 1135.01 .07 ° _ ° ° Kennedy Lateral Plans �� � � Ti: 6. Shoring To Be Completed Between Phasing As Shown On Q © x \ , x I xo o � O Temporary Paving, See \ x Sheet 69 Of 101 , Item SP 70017. x Ix 8 x c } Detail A, Item SSP _ ao 0+�� x X X Ix x x x x x �° $od° ?� 0 08105 X N ° ° o x o LEGEND w ° ° ° 1 +so a-.a r7 20' e ® ° ° STAGES o x— EP El EP EP EP - 3+00 S LI N D E R RD • • 1 +00 • • 42+00 43 0 • 44+O6P • EP +0 • 4 +0 —ii REM FPEP4a �� ShifgteTraffic To Right Side Of • — i — -100 Roadway, Construct West Side Of r, — —r — — -0 F. - • Ten—Mile Structure �_120' 4" Temporary Pavement S LINDER RD- 100' Min. Markings, Item SSP 0 11450 Stage 2 0 0 ° ° o o J ° o ° Shift Traffic Onto New Roadway rv� Q Q Structure On West Side Of Ten—Mile, Q ° ° ° ° ° �° I � � Y Y Z x x � x o Ten—Mile Cons t The Culvert Side Of The 4 Temporary Pavement x x x N x x x Markings, Item SSP ° 4 Temporary Pavement ° a ° 0 o 11450` X X X x X X X x x x x ° Markings, Item SSP \� 9 R9-11 Existing Sidewalk ° D ° Portable Concrete Barrier, 11450 x \ x I � ' =s � V Temporary Asphalt Pavement o A 24"x18" \ m 0 0 Item 1103.4.1 .A.1 x \ ` p y p N m o D \ I o x N \ Dp 0 00 o O \ O o oD ° x x �• o o x o m • Drums o x ° x Q i--i Type III Barricade for Roadway w X x Type II Barricade For Pedestrian Detour z x x W20-1 IX x° R9-11 ( ) ( ) 24 x18 Direction Of Travel 0 36"x36" 0 Q W1 1 L W1 1 R G20-2 X x_ x x 30"x30" 30"x3O" 36"x18" Q I � ° k = x a 0 0 A- oO Q x x °x O ° N O °° \ x 0�1� A_ a \� ° ° x x x x x x . 25 1.7 ° W KENNEDY LATERAL BOX CULVERT CROSS SECTION Cn N g 0 50 100 150 Plan Scale c� 0 J Q !Y W g 0 W z z W Y I Bike Railing, See Kennedy Lateral Plans 2' ( Concrete Barrier 52 o 2 Stage 2 Construction Zone 0 5' 2' 1 1 ' Drum 1 1 ' 2' D Temporary Drum Southbound Lane Northbound Lane Construction o Sidewalk Safe Dist. i I N m N z n 0 2, i z Shy Dis . W 0 I i 0 Q U i 49' z w 0 I U 1-1 In Of Z J Y z Q L KENNEDY LATERAL BOX CULVERT CROSS SECTIONKELLER Z • � 0 5 10 15 W o �s\0 NA L F� Plan Scale o`� �G\S T 0 w 4 � z D E T A I L T I T L E • o Revisions: • S I G N A T U R E S • CONSTRUCTION STAGING - KENNEDY o i Design By: J. Thornton Date: 1/2024 Drawn By: A. Corley Date: 1/2024 LATERAL P2 (� R CARNP ��ACl�1D Ada County Highway District• www.achdidaho.org 3775 Adams Street, Boise, Idaho, 83714 Project Number: 522038 Project Name: Linder Rd, Overland Rd To Franklin Rd Sheet 69 of 101 .1' 1 P/L _V f > / _ d (LS CINDER ROAD NOTES: \ > 1 . REPLACE THIS CULVERT DURING THE NON-IRRIGATION SEASON. PLACE COFFER DAMS AND \ BYPASS FLOW CONVEYANCE AS NECESSARY TO MAINTAIN FLOWS OTHERWISE. THE Q CONTRACTOR MAY SUBMIT ALTERNATIVE DEWATERING PLANS TO THE ENGINEER FOR `" .• , CLCULVERT @CLLINDER ROAD \ APPROVAL. •'•• \ \ STA. 43+42.67 r N '•• + EXISTING ELEV. 2597.20 0 . 2. PROVIDE ALL SHORING AS REQUIRED FOR CONSTRUCTION. THE LOCATIONS AND LIMITS \+ 4 CULVERT CULVERT — — — — Is TEMPORARY SHORING (TYP.) , .•• — — — — d •• SHOWN ARE INDICATED TO ALERT THE CONTRACTOR THAT SHORING MAY BE NEEDED. KENNEDY --- ---- -- — -- — -- ---- ---- DETERMINE ACTUAL LOCATIONS AND LIMITS OF ALL SHORING REQUIRED. SUBMIT LATERAL \ P/L — TEMPORARY SHROING PLANS AND DESIGN CALCULATIONS IN ACCORDANCE WITH 585-005A. t 5-4/$ \ \ Ln 58'-10%" N (12 - 6'-0" x 3'-0" PRECAST CONCRETE SECTIONS) �, — — P/L — — STAGE 1 CONSTRUCTION A d O P/L — P/L — O N -A OLLJ L < \ � O O \> 7CD 0 � w w STAGE 1 CONSTRUCTION - KENNEDY LATERAL CD z 1 If = 10'-0" Q w — � d Of /L M P • f d w P/L w • f \ cn • \ g � CL S CINDER ROAD Q ' Of \ w 0 hi CULVERT @BLINDER ROAD z ••• • y \ STA. 43+42.67 Y '••. ELEV. 2597.20 � EXISTING / _ _ _ 4 CULVERT CULVERT , •.•• / KENNEDY \ — — — •• Li o LATERAL � — — — — P/L T — z c� \ • \ w 5,-4%" \\y53'-6%" \ 0 (10 - 6'-0" x 3'-0" PRECAST CONCRETE SECTIONS) o/ o STAGE 2 CONSTRUCTION P — / /L P/L P/L z _A O O 01 0L�` z Y \ 'po 'po > Q 0 o zKELLER STAGE 2 CONSTRUCTION -KENNEDY LATERAL • O 1" - 1 0'-0" 0 of �s\0 NA L F� Of Ld off �G\ST FC z a �3 J D E T A I L T I T L E • N Revisions: • S I G N A T U R E S • CONSTRUCTION STAGING - KENNEDY -� �`� '° N 9 E O F��P Design By: P. Blackham Date: 1/2024 Drawn By: M. Oksten Date: 1/2024 LATERAL S&L BLAG� �1'�AcHD Ada County Highway District• www.achdidaho.org 3775 Adams Street, Boise, Idaho, 83714 project Number: 522038 Project Name: Linder Rd, Overland Rd To Franklin Rd Sheet 70 of 98 . N O T E S 01 Silt Fence, Item No. 1003.4.1 .C.1 02 Inlet Protection, Item No. 1006.4.1 .C.1 03 Stabilized Construction Entrance, Item 1001 .4.2.13.1 04 Fiber Wattle, Item 1003.4.1 .G.1 1 . Stabilized Construction Entrances Must Be A Minimum Of 12 Feet Wide For Single Entrances And A Minimum Of 24 Feet Wide For Dual Entrances. A Minimum Length Of 50 Feet is Required. o / L E G E N D — - — — PL FP Stabilized Construction Entrance ••-.••ti.•• a R — — R/W — — R/W — — �R/W _ P/L — �� P L o ° V V V V V V V V V V V V V V V V V — °— P/L ° /L �V —°—° °••�••—•4sr���•�l aK•�XQ' °— X—°— X—°— X—a / Silt Fence P L — — '••••.••••••••• — °—o 13 X_O� X 0�_ X- ° X__0— X—o— X °_ X °—o Fiber Wattles w — - - - - - GENERAL NOTES FOR � 03 TEMPORARY EROSION CONTROL S LINDER ROAD o 1 . Site Dimensions, Placement, And Payment For Temporary 01 O Erosion Control Devices Will Be As Set Forth In The Plans 00 And Special Provisions. N ----�-36" ___ __ 04 N 00 14 — 16+00 — — �— �— �— t-3=r— ;�— B 2. The Site Design Determines The Need For Temporary Erosion o +0 _ _ 17+00 — 18 Control Devices. Modifications To Those Installations Must Be o + �v — — — — — n Cn Approved By The Engineer. z J 3. Temporary Erosion Control Devices Are Not Intended To Last B w More Than One Season (3 Months), Or Until They Are N Integrated Into A Final Erosion Control System, Replace When Expired. LID 4. At The End Of Each Days Work, The Appropriate Number And Combination Of Temporary Erosion Control Devices Must Be N _ Placed on Each Drainage System Under Construction. N 5. The Staging Area Is Required To Be Kept Within The Limits Of The Project. If Additional Area Is Required, Advanced Notification To ACHD Is Needed & The SWPPP Will Be Changed To Include The Additional Potential For Storm Water can CD Vd — °—°—°—°—S�o•••• °— X—°— X—°— X—°— X—°— X—°— X—°— X °— —°— X Runoff. �1/d _ _ �-I-•coo g41 6. Concrete Clean—Out Areas Are To Be Kept Within The Project Vd — — ��'d�b•••. 04 Limits. Clean—Out Areas Should Not Be Near Drop Inlets, Or Vd ,/d _ '6•� 6 Areas Surrounding Irrigation Ditches, Streams, Or Open O — — 1/d — — O �`•d� �'b'— Channels Of Any Kind. To Remove Affected Soils/Materials Vd �•o•�a:• .�•d�a And Concrete From Any Concrete Clean—Out Area And o — — 1/d — 01 Dispose In An Approved Landfill. w EP EP EP EP EP EP 1/d — — �,/d 7. If A Porto Is Needed, It Will Be Kept Behind The = EP — Proposed Or Existing Sidewalk, To Minimize Potential Effected Area In Case Of A Spill. 8. All Drop Inlet Protection Will Be Installed Prior To Paving. N9. During The Refueling Process, Take Measures To Contain Any o Potential Spills By Using An Approved BMP. 00 10. Spill Protection Is Required On All Refueling And Maintenance gActivities. This Includes Checking And Filling Oil, Brake Fluid, I Hydraulic Fluid, Radiator Coolant, Power Steering Fluid, 0 Transmission Fluid, And Gear Oil. The Contractor Will Use An Z Approved BMP To Prevent And/Or Contain Spills. CD w 11 . Spill Cleanup — In The Event Of A Spill As Outlined Above Remove The Effected Soils/Materials And Properly Dispose. Q 12. The SWPPP Can Be Altered By The Owner Or Contractor To Address Any Potential Onsite Storm Water Problems Not zAlready Covered Or Mentioned Above. If Altered, Both Parties w Are To Be Notified As Soon As Possible. 0 0 In 0 20 40 60 z J Z Plan Scale a 0 KELLER o z g w 0 -) o�' �G\S T c w 4 � z_ D E T A I L T I T L E • 0 Revisions: O� GJ� ,ZZ 2 o • S I G N A T U R E S • N SWPPP PLAN - STA. 13+00 - 18+00 R.�CARNP1_ i Design By: J. Thornton Date: 1/2024 Drawn By: A. Corley Date: 1/2024 G ��AcHD Ada County Highway District• 3775 Adam www.achdidaho.org s Street, Boise, Idaho, 83714 project Number: 522038 Project Name: Linder Rd, Overland Rd To Franklin Rd Sheet 71 of 101 .1' 1 N O T E S 01 Silt Fence, Item No. 1003.4.1 .C.1 02 Inlet Protection, Item No. 1006.4.1 .C.1 03 Stabilized Construction Entrance, Item 1001 .4.2.13.1 04 Fiber Wattle, Item 1003.4.1 .G.1 1 . Stabilized Construction Entrances Must Be A Minimum Of 12 Feet Wide For Single Entrances And A Minimum Of 24 Feet Wide For Dual Entrances. A Minimum Length Of 50 Feet is Required. L E G E N D � x x_ x— J / p p EP gyp— °i•Qip-9iii••••••••••••••••••••••• p ••i•••• •• ••• °— x—°— x—°— x—°— x—° x—°— x—°— x—°— x :.P:..q.••• m —�••�•0-0 •9• I co Stabilized Construction Entrance .9.. < W x—°_W'_ x—°— x—°— x—°— x—°— x—°— x—°— x—°— x—°— x—°— x—°— x—°— x—°— x—°— x—°— x—°— x—° x—°— —°— x—°— x—p— x—p— x UJ o E&13 ` °—O Silt Fence it I GWL @ 04 2587.61 1' � I °—° Fiber Wattles -p- x-°- W U' GENERAL NOTES FOR 0 M TEMPORARY EROSION CONTROL I I I I Lq 0 III I III 1 . Site Dimensions, Placement, And Payment For Temporary o + 02 02 \ I � I o Erosion Control Devices Will Be As Set Forth In The Plans 00 a_ I I I I t o And Special Provisions. SLinder Road I I I � 2. The Site Design Determines The Need For Temporary Erosion 0�— — '��� E— E— Q 1E— E— �— �— E— �— �— F_0�_ �_ F— Q I I I 1 1 N Control Devices. Modifications To Those Installations Must Be o — — — — — 9+^00 — — — — — — — — — 21 d 2� 60 BH_12 o Approved By The Engineer. Z 1 2584 605' cn +1 3. Temporary Erosion Control Devices Are Not Intended To Last W I � J I I I I C More Than One Season (3 Months), Or Until They Are � I I I J Integrated Into A Final Erosion Control System, Replace When LO 02 1 � i i Expired. N 02 I I 1 I m 4. At The End Of Each Days Work, The Appropriate Number And N I I I Combination Of Temporary Erosion Control Devices Must Be o _ _ � III Placed on Each Drainage System Under Construction. `O I 1 I 5. The Staging Area Is Required To Be Kept Within The Limits cnLJ1 Of The Project. If Additional Area Is Required, Advanced o JCnI I Notification To ACHD Is Needed & The SWPPP Will Be Changed To Include The Additional Potential For Storm Water can °- x-°- x-°- x-°- x-°- x-°- x-° x-°- x-°- x-°- x-°- x-°- x-°- x-°- x-°- x-°- X °- x-°- x- x n p x-O- x G m Runoff. gU) 6. Concrete Clean—Out Areas Are To Be Kept Within The Project 04 r J Limits. Clean—Out Areas Should Not Be Near Drop Inlets, Or cn I Areas Surrounding Irrigation Ditches, Streams, Or Open `n Channels Of Any Kind. To Remove Affected Soils/Materials x—° x—°— x—°— x—°— x—°— x—°— x—°— x—°— x—°— x—°— x—o x—a— x—n— x—o— x—°— x ° x—°— x C b•�d mob•—•••••. ` And Concrete From Any Concrete Clean—Out Area And � °—°�b•�•��, ��� °— o b_d_a���a• M m Dispose In An Approved Landfill. w °='d�E�. ` 7. If A Porto—Pot Is Needed, It Will Be Kept Behind The w °�o�b•_• 04 Proposed Or Existing Sidewalk, To Minimize Potential Effected c=n Area In Case Of A Spill. Vd 01 -'e-- u /d °': d'= ••a_�,•:.d_. —°— x—° x-p- x—°— — Cn 8. All Drop Inlet Protection Will Be Installed Prior To Paving. Vd N — 1/d 103 13 0 9. During The Refueling Process, Take Measures To Contain Any _ r I m Potential Spills By Using An Approved BMP. 00 Vd N 10. Spill Protection Is Required On All Refueling And Maintenance EP - EP Vd EP Activities. This Includes Checking And Filling Oil, Brake Fluid, n EP EP EP EP EP � u I Hydraulic Fluid, Radiator Coolant, Power Steering Fluid, j EP Transmission Fluid, And Gear Oil. The Contractor Will Use An Z Approved BMP To Prevent And/Or Contain Spills. o m 11 . Spill Cleanup — In The Event Of A Spill As Outlined Above �°� j Remove The Effected Soils/Materials And Properly Dispose. / 12. The SWPPP Can Be Altered By The Owner Or Contractor To Address Any Potential Onsite Storm Water Problems Not N Already Covered Or Mentioned Above. If Altered, Both Parties o Are To Be Notified As Soon As Possible. 0 0 20 40 60 z J Z Plan Scale a 0 KELLER o z g w 0 -)5\ONAE F� o�' <-/ T c w 4 � z_ D E T A I L T I T L E • 0 Revisions: O� GJ� 10 2 o • S I G N A T U R E S • N SWPPP PLAN - STA. 18+00 - 23+00 R.� RNP�� / Design By: J. Thornton Date: 1/2024 Drawn By: A. Corley Date: 1/2024 G CA ��AcHD Ada County Highway District• 3775 Adams Street, Boise, Idaho, 83714 Project Number: 522038 Project Name: Linder Rd, Overland Rd To Franklin Rd Sheet 72 of 101 .1' 1 www.achdidaho.org N O T E S tn\ 01 Silt Fence, Item No. 1003.4.1 .C.1 0 \ M 02 Inlet Protection, Item No. 1006.4.1 .C.1 M I Q J — Z 03 Stabilized Construction Entrance, Item 1001 .4.2.13.1 \ 04 Fiber Wattle, Item 1003.4.1 .G.1 \ W • J r I • ; 1 . Stabilized Construction Entrances Must Be A Minimum le Entrances And A Minimum I � Of 12 Feet Wide For Sin g \ CO, p Of 24 Feet Wide For Dual Entrances. A Minimum J Length Of 50 Feet is Required. o / \ o p � J 0, I m /a / L E G E N D p \ I FA Stabilized Construction Entrance I O�O x x x x x x x x x x x x a 01 p / �_ — / m p—p Silt Fence r m ••� I ••• � FA\ pip--a=� ^—^—o—^—o—p—p—p—p—p—p—p—p—p—p—p—p—°—p�/� II � — p—p Fiber Wattles • EG EG EG EP' II EP EP • II II / m GENERAL NOTES FOR II l TEMPORARY EROSION CONTROL R W —E� R W EG — —v V V V V v V__T� V — —EP EP EP '••• o RW R — EP — FPRW RW - - RW — R/�P - - EP RW FP - - — R a — 1 . Site Dimensions, Placement, And Payment For Temporary N II Erosion Control Devices Will Be As Set Forth In The Plans o And Special Provisions. \ 2. The Site Design Determines The Need For Temporary Erosion Control Devices. Modifications To Those Installations Must Be o Approved By The Engineer. Ld o II z + J 0 3. Temporary Erosion Control Devices Are Not Intended To Last 0- N II — d� d3 d3 d3 d3 02 L + More Than One Season (3 Months), Or Until They Are dE dE — d3 d3 dE dE dE d= dE d3 d3 00 Integrated Into A Final Erosion Control System, Replace When Expired. LID24+00 _ 25+00 N W — _ _ _ _ _ _ _ _ _ I's _ _ _ +00 r, — _ _ _ _ 27+00 4. At The End Of Each Days Work, The Appropriate Number And CnCombination Of Temporary Erosion Control Devices Must Be o II Placed on Each Drainage System Under Construction. 04 \ m J C14 ° II EP EP II 5. The Staging Area Is Required To Be Kept Within The Limits EP EP EP Of The Project. If Additional Area Is Required, Advanced II EP EP EP — EP EP EP EP 02 EP EP �I EP EP p o Notification To ACHD Is Needed & The SWPPP Will Be Changed To Include The Additional Potential For Storm Water Runoff. g fVW#1 — — — — — 6. Concrete Clean—Out Areas Are To Be Kept Within The Project Limits. Clean—Out Areas Should Not Be Near Drop Inlets, Or IIAreas Surrounding Irrigation Ditches, Streams, Or Open ��I Channels Of Any Kind. y o Remove Affected Soils/Materials And Concrete From An Concrete Clean—Out Area And vi I*I II Dispose In An Approved Landfill. w t 7. If A Porto—Pot Is Needed, It Will Be Kept Behind The Proposed Or Existing Sidewalk, To Minimize Potential Effected II Area In Case Of A Spill. 93 93 93 03 93 03 93 }� o•••o_•a•_o •..•• •.• .••.•.•..••..........•....•••• •• ••• •• •.••.....•..•..•.••••.• •• L •• •• ••• •• ••.... �� �� 03 Illlrr •• .•• p—p—p—d- -d—a—p—p—p—p—p—p—d—b 'd—d—t�—d—b —s b d GL-*d-�! •� •.• •• ••...•••••...••..•..•• °\ •• .•/°—p—p—O—O—O—O— b—d- -°—°—p-p—p—°'•••••••...• 93 �3 8. All Drop Inlet Protection Will Be Installed Prior To Paving. O • .> ��• o p °� •• •.•.•.•.• l/ •.••..•.�a• 3 II \ •• •'/ o�o� •.••o'�9d°— °=°—p—p'=•a•! 9. During The Refueling Process, Take Measures To Contain Any N 1 1 O • :O —'�� II GWE @ \ Potential Spills By Using An Approved BMP. Ln II Fn 2585.941' \; — — /d — — — — 10. Spill Protection Is Required On All Refueling And Maintenance o� — , d — — � 1/d — — �-i/d — — Vd Vd Vd Activities. This Includes Checking And Filling Oil, Brake Fluid, n II �/d / Hydraulic Fluid, Radiator Coolant, Power Steering Fluid, 0 — � ��/d Transmission Fluid, And Gear Oil. The Contractor Will Use An — ��/d — ��/d Approved BMP To Prevent And/Or Contain Spills. CD — w 11 . Spill Cleanup — In The Event Of A Spill As Outlined Above 01 Remove The Effected Soils/Materials And Properly Dispose. 12. The SWPPP Can Be Altered By The Owner Or Contractor To Cn 1a o Address Any Potential Onsite Storm Water Problems Not Z Already Covered Or Mentioned Above. If Altered, Both Parties w a I I Are To Be Notified As Soon As Possible. 0 20 40 60 z a \a \ �I \ \ I \ \ \ Plan Scale oKELLE ■ 0 oA S S • z g w 0 -)5\ONA` F� o�' �G\S T c w 1Z � z_ D E T A I L T I T L E • Jevsions: O� GJ� 2 o Revisions: • S I G N A T U R E S • ,ZZ N SWPPP PLAN - STA. 23+00 - 28+00 R.� RNP�� i Design By: J. Thornton Date: 1/2024 Drawn By: A. Corley Date: 1/2024 G CA ��ACl�1D Ada County Highway District• 3775 Adam www.achdidaho.org s Street, Boise, Idaho, 83714 Project Number: 522038 Project Name: Linder Rd, Overland Rd To Franklin Rd Sheet 73 of 101 27 01 N O T E S 4 13 0=0 d frd�3.�o—o—�✓ o—o=o=0—o-1/r�-0—o=�—���Ld / ••'. / �— �� _�� �� 01 Vd Silt Fence, Item No. 1003.4.1 .C.1 02 Inlet Protection, Item No. 1006.4.1 .C.1 •• / — 03 Stabilized Construction Entrance, Item 1001 .4.2.13.1 i // •. 2592 W VERBEN R 25 2591 04 Fiber Wattle, Item 1003.4.1 .G.1 F / 25g0 90 \ EP Fe Ep P 1 . Stabilized Construction Entrances Must Be A Minimum 2591 Of 12 Feet Wide For Single Entrances And A Minimum Of 24 Feet Wide For Dual Entrances. A Minimum Length Of 50 Feet is Required. - - _ L E G E N D Co 00 00 // 000 + N 00 00 cn — 00 O�O Stabilized Construction Entrance a o 0 0 41 0 P/L — — P/L — — P/L — — P L — — / P/L �/ P/L — — P/L — — P/L — — P/L — — P/L — P/L — — P/L — — 02 0-0 Silt Fence Fp EP EP - EP EP EP P EP EP EP EP EP EP EP — EP - EP EP 0-0 Fiber Wattles ,� 30+00 31 +00 GENERAL NOTES FOR F - EP EF EP EP TEMPORARY EROSION CONTROL � // I EP EP EP — EP EP EP EP EP EP EP 0 :�O FA ❑0 1 . Site Dimensions, Placement, And Payment For Temporary Mw#3 Erosion Control Devices Will Be As Set Forth In The Plans N And Special Provisions. C142. The Site Design Determines The Need For Temporary Erosion ° W Control Devices. Modifications To Those Installations Must Be N00 00 Approved By The Engineer. 777 °° 00 o • 3. Temporary Erosion Control Devices Are Not Intended To Last 0 • •••• •• z — — — — d d — — d " �= ' — — — More Than One Season (3 Months), Or Until They Are -I/d •.•• o Integrated Into A Final Erosion Control System, Replace When _ �-I/d — o ; / I Expired. N 93 d 93 /° .'• 0•/ W 01 01 4. At The End Of Each Days Work, The Appropriate Number And Combination Of Temporary Erosion Control Devices Must Be b-0—o••••••• •��•�����•••�•••�0 —a— ���•••���� _.�o •� ••� Placed on Each Drainage System Under Construction. —0— O=�-O 0-�-0-� • •••' o\ °/••0• IUJ 5. The Staging Area Is Required To Be Kept Within The Limits c > _ Of The Project. If Additional Area Is Required, Advanced Notification To ACHD Is Needed & The SWPPP Will Be Changed To Include The Additional Potential For Storm Water IJJ W Runoff. W I i I 6. Concrete Clean—Out Areas Are To Be Kept Within The Project Limits. Clean—Out Areas Should Not Be Near Drop Inlets, Or g \ 259 25g3 2592 w I W Areas Surrounding Irrigation Ditches, Streams, Or Open 2590 / I— — Channels Of Any Kind. To Remove Affected Soils/Materials ' And Concrete From Any Concrete Clean—Out Area And 2591 Z I Dispose In An Approved Landfill. / • / Q ; O 7. If A Porto—Pot Is Needed, It Will Be Kept Behind The w \\ `/- — _ ; 00 P/L — Proposed Or Existing Sidewalk, To Minimize Potential Effected _ �� .L � Area In Case Of A Spill. w -� .. .••••••• •00 01 000008. All Drop Inlet Protection Will Be Installed Prior To Paving. o V) + 9. During The Refueling Process, Take Measures To Contain Any N Potential Spills By Using An Approved BMP. ° ° ° ° °° 10. Spill Protection Is Required On All Refueling And Maintenance m00 IN 00 IL Activities. This Includes Checking And Filling Oil, Brake Fluid, z a Hydraulic Fluid, Radiator Coolant, Power Steering Fluid, nI J P/L P/L — — P/L — — P/L — P/L — — P/L — — P/L — — w Transmission Fluid, And Gear Oil. The Contractor Will Use An o Approved BMP To Prevent And/Or Contain Spills. 1 _ 12° CMP _ — _ 12" CMP_ C 0 02 2 "� EP 02 11 . Spill Cleanup — In The Event Of A Spill As Outlined Above in EP EP EP N (o o Remove The Effected Soils/Materials And Properly Dispose. EP EP LINDER RSA EP EP EP EP EP � 12. The SWPPP Can Be Altered By The Owner Or Contractor To o -00 _� —� —o —� —� —� —� O �_ F— �_ _ 12 Address Any Potential Onsite Storm Water Problems Not _ _ 35+00 _ 36+00 7 Already Covered Or Mentioned Above. If Altered, Both Parties z — — — — — C5 Are To Be Notified As Soon As Possible. NCD w N LIz 02 I EP EP EP EP EP EP EP EP EP EP 0 20 40 60 P — EP +' v J AL 02 EP 02 Plan Scale a w o KELLER 0 • z g — •• •a— —LLJ •� ••a•• V 1 0-/ o V \�NA W 01 01 �G\S T c IJJ coa z_ D E T A I L T I T L E � o Jevsons: o Revisions: • S I G N A T U R E S • p'Z _ SWPPP PLAN - STA. 28+00 - 37+00 RF�ARNP�� Design By: J. Thornton Date: 1/2024 Drawn By: A. Corley Date: 1/2024 G ��Acm Ada County Highway District 3775 Adams Street, Boise, Idaho, 83714 Project Number: 522038 Project Name: Linder Rd, Overland Rd To Franklin Rd Sheet 74 of 101 .1' 1 www.achdidaho.org I •I 01 Silt Fence, Item No. 1003.4.1 .C.1 °: o rl• M •� 02 Inlet Protection, Item No. 1006.4.1 .C.1 — — L / °; 03 Stabilized Construction Entrance, Item 1001 .4.2.B.1 P/L P/L — — P/L — P/L — — P/L — — P/L — — — — d Q W — 01 1/d 01 moo, m 04 Fiber Wattle, Item 1003.4.1 .G.1 —^—^ n—^—�—o — °—°rimy°—° ��•orrPssa4•—• •i• i• • iii•�l• •i••i•i•i•ii��•i •• • • • — — I ••p..—.; 1 . Stabilized Construction Entrances Must Be A Minimum Of 12 Feet Wide For Single Entrances And A Minimum 00 Of 24 Feet Wide For Dual Entrances. A Minimum Vd 1/d Length Of 50 Feet is Required. 4A4PL W Fp m EP EP EP EP EP EP EP — EP EP — EPZl.<R> EQ � 02 EP EP EP L E G E N D J J IE o J 12" 38+00 39+00 00 00 — — — — — 0- - — — — — — —C� — — — �' — — 40+00 41 +00 42 + coco S LINDER ROAD + \� Stabilized Construction Entrance o 0 o 0 0 B a� c J N W FTIF °—O Silt Fence U U � ° Fiber Wattles v v — o K7 P/L .�. �.�•.�•• - ••••, •• ...... GENERAL NOTES FOR \�I -� W b•-L�d�� •• •• •••d� •[r --ram — — Z 01 \ 01 — TEMPORARY EROSION CONTROL 1 . Site Dimensions, Placement, And Payment For Temporary o I •• ••° Erosion Control Devices Will Be As Set Forth In The Plans d ° And Special Provisions. 1 I P/L — — P/L — — P/L — — P/L — — P/L — — P/ — 01 2. The Site Design Determines The Need For Temporary Erosion 02 02 Control Devices. Modifications To Those Installations Must Be o I Approved By The Engineer. -12 3. Temporary Erosion Control Devices Are Not Intended To Last More Than One Season (3 Months), Or Until They Are CL I Integrated Into A Final Erosion Control System, Replace When ,O, \ \ . \ \ \\ r Expired. N 4. At The End Of Each Days Work, The Appropriate Number And oCombination Of Temporary Erosion Control Devices Must Be N / Placed on Each Drainage System Under Construction. 5. The Staging Area Is Required To Be Kept Within The Limits Of The Project. If Additional Area Is Required, Advanced o — — Vd . �I 1 Notification To ACHD Is Needed & The SWPPP Will Be Q 01 �; 01 �a ; \ 01 Changed To Include The Additional Potential For Storm Water o� •p \a •• .• '� 01 0: •: • •° 01 Runoff. • 6. Concrete Clean—Out Areas Are To Be Kept Within The Project —° °—°—° °—°—° • ••4:•D•TiP••�T•Q �_-as+.:.O•'i�*•• **eggs—paT� •• •i• • • p 1 _ _ _ _ _ __ — Limits. Clean—Out Areas Should Not Be Near Drop Inlets, Or R/W — R/W — R/ R W — —— Areas Surrounding Irrigation Ditches, Streams, Or Open � / / / Channels Of Any Kind. To Remove Affected Soils/Materials And Concrete From Any Concrete Clean—Out Area And o / Dispose In An Approved Landfill. co w 7. If A Porto—Pot Is Needed, It Will Be Kept Behind The _ _ / — — / Proposed Or Existing Sidewalk, To Minimize Potential Effected P L P L P/L P/L P/L — — P/L — Area In Case Of A Spill. 69 0 / 8. All Drop Inlet Protection Will Be Installed Prior To Paving. � 0 I I 0 N + FA EP / w 0 EP F EP E J P EP °' EP EP 9. During The Refueling Process, Take Measures To Contain Any m - EP E EP EP EP EP Potential Spills By Using An Approved BMP. 0 -0 00 — — — — — — 43+00 / / 44+00 U 10. Spill Protection Is Required On All Refueling And Maintenance g o- — _ 45+00 46 — Activities. This Includes Checking And Filling Oil, Brake Fluid, n s Cn — — — — — — Hydraulic Fluid, Radiator Coolant, Power Steering Fluid,LINDER ROAD � J c Transmission Fluid, And Gear Oil. The Contractor Will Use An CDII J Approved BMP To Prevent And/Or Contain Spills. 11 . Spill Cleanup — In The Event Of A Spill As Outlined Above g Remove The Effected Soils/Materials And Properly Dispose. 0 12. The SWPPP Can Be Altered By The Owner Or Contractor To Address Any Potential Onsite Storm Water Problems Not N / — — — Already Covered Or Mentioned Above. If Altered, Both Parties w Are To Be Notified As Soon As Possible. 0 / 0 0 20 40 60 J Z — — P/L — — P L r� •••• •••••••• •• _ • �o o / V �! V° aV o Z —^—^—i3—'�d—� a—b—d—�,•. �r� — . 1 R ' Plan Scale I •o/ 01 01 0 01 a • co °. ° 01 I / 0 a I• ° a o ^ • a KELLER °• ` 77-777777�- • ••••• w 0 55\0 NA` F� o �G\S T � c w 4 � z_ D E T A I L T I T L E • J Revisions: O� GJ� 10 2 o • S I G N A T U R E S • N SWPPP PLAN - STA. 37+00 - 46+00 RFCA i Design By: J. Thornton Date: 1/2024 Drawn By: A. Corley Date: 1/2024 G ��AcHD Ada County Highway District• 3775 Adam www.achdidaho.org s Street, Boise, Idaho, 83714 project Number: 522038 Project Name: Linder Rd, Overland Rd To Franklin Rd Sheet 75 of 101 .1' 1 i • �• ': P/L — — P/L — — P/L — — P/L — — P/L — — P/L — — P/L — — P N O T E S 01 : I 01&" 01 01 Silt Fence, Item No. 1003.4.1 .C.1 o—tea=—e �� _ _ _ __— — _ _ _ •Q Q�o�=o— — —��o— o�� o — — R/W R/w — — Ry.••....• ••�•.+.+�-.R .�....��..�.�yw•.,�.�.._.. ......R .. .. .. ...�.• .P••• �•� `o --o �—��.:.P. �y— — 02 Inlet Protection, Item No. 1006.4.1 .C.1 _ _ ••••••�sa�•••�•• 00 — — — — — — 03 Stabilized Construction Entrance, Item 1001 .4.2.13.1 N O 4LIL t�� I I L2�. 04 Fiber Wattle, Item 1003.4.1 .G.1 P/L — — P/L — P/L — — P/ — P/L — — 02 1 . Stabilized Construction Entrances Must Be A Minimum N Of 12 Feet Wide For Single Entrances And A Minimum Of 24 Feet Wide For Dual Entrances. A Minimum EP EP EP EP EP EP EP - E LP EP EP EP P EP EP EP — EP - EP Length Of 50 Feet is Required. 00 47+00 S L I N D E R KOAD o _ - - 48 + — — — — — — — — — — — — — — _ o � � o + o w V) 02 02 L E G E N D 02 a� -12" 02 Cn 7TYJ C7 all" J W — — — " O O Stabilized Construction Entrance Ids a°e° O Q V V\ Q I V V VI VV �qoa R r�n_L n - Silt FenceT o V 0V - 01 01 o—o Fiber Wattles Z � a a — GENERAL NOTES FOR TEMPORARY EROSION CONTROL "? 1 . Site Dimensions, Placement, And Payment For Temporary Erosion Control Devices Will Be As Set Forth In The Plans N • I o And Special Provisions. I 000 2. The Site Design Determines The Need For Temporary Erosion I Control Devices. Modifications To Those Installations Must Be o I110 �/ :I \ Approved By The Engineer. z 3. Temporary Erosion Control Devices Are Not Intended To Last More Than One Season (3 Months), Or Until They Are :� \ Integrated Into A Final Erosion Control System, Replace When 01 Q ; Expired. N — — P/L — — P/L — — P/L — — P/L — — P/L — — P/L — — P/L — — _ � P/L — — P L — — P 4. At The End Of Each Days Work, The Appropriate Number And • / /L — Combination Of Temporary Erosion Control Devices Must Be N 0 Z • 01 Placed on Each Drainage System Under Construction. 01 00 ✓ W •' ,� 1a' ,s� 5. The Staging Area Is Required To Be Kept Within The Limits N _ F—� - �w �� Of The Project. If Additional Area Is Required, Advanced c\o �-• �i•t.�+�-.+-.�— tl�=o—o a= off=a�� 13 o��- - — fw�•-«+-«••+!♦-••�•-r.• �+-r+-r.y+.r.-•-ram•-s � ����..-.r.-•• ,-r•-•����� � N ° �n-��t Notification To ACHD Is Needed & The SWPPP Will Be 70 w EILJ — �'� moo— ������ — �_ Changed To Include The Additional Potential For Storm Water Q Cn Runoff. N 6. Concrete Clean-Out Areas Are To Be Kept Within The Project g Limits. Clean-Out Areas Should Not Be Near Drop Inlets, Or Areas Surrounding Irrigation Ditches, Streams, Or Open o Channels Of Any Kind. To Remove Affected Soils/Materials co And Concrete From Any Concrete Clean-Out Area And 02 Dispose In An Approved Landfill. EP EP EP EP EP EP EP EP EP EP EP — EP EP EP EP o 7. If A Porto-Pot Is Needed, It Will Be Kept Behind The w + Proposed Or Existing Sidewalk, To Minimize Potential Effected 00 S LINDER ROAD Area In Case Of A Spill. — 53+00 54 0 — — — — — +00 55+00 56 8. All Drop Inlet Protection Will Be Installed Prior To Paving. -O— — — — cn 9. During The Refueling Process, Take Measures To Contain Any N Potential Spills By Using An Approved BMP. Fn 02 J 00 0 "' -C 10. Spill Protection Is Required On All Refueling And Maintenance Z ± Activities. This Includes Checking And Filling Oil, Brake Fluid, g 02 1 1 141 1 1 1 1 777 _ Hydraulic Fluid, Radiator Coolant, Power Steering Fluid, n — - - - Transmission Fluid, And Gear Oil. The Contractor Will Use An Z � — — I Approved BMP To Prevent And/Or Contain Spills. CD — — — — w coW Mw 2 W u_111 d — — — — 11 . Spill Cleanup - In The Event Of A Spill As Outlined Above .� Remove The Effected Soils/Materials And Properly Dispose. 41 N 12. The SWPPP Can Be Altered By The Owner Or Contractor To / o w ° s'° Address Any Potential Onsite Storm Water Problems Not 0 �� —b o o—b—o�� o—,/o=di=o- o- /��S—o�o�0—fib 9-V-0_—moo—df o 0—�6_oho � /o—d� o-_V—o-_ o413 o _o\b v\ a ° R/w — — R/w Already Covered Or Mentioned Above. If Altered, Both Parties iN. w I I V Opt Are To Be Notified As Soon As Possible. of 01 v\ �— o o I / 0 20 40 60 O a . 01 Y a : •o Plan Scale o I' • 0 • KELLER I • o o• • I ' r I• w •I o I' I • � \ �5s\o NA` F� o a �3 z_ • D E T A I L T I T L E � o J Revisions: o • S I G N A T U R E S • p'X _ SWPPP PLAN - STA. 46+00 - 56+00 R��ARNP�� Design By: J. Thornton Date: 1/2024 Drawn By: A. Corley Date: 1/2024 G ��AcHD Ada County Highway District• 3775 Adam www.achdidaho.org s Street, Boise, Idaho, 83714 project Number: 522038 Project Name: Linder Rd, Overland Rd To Franklin Rd Sheet 76 of 101 .2' 1 N O T E S I I 01 Silt Fence, Item No. 1003.4.1 .C.1 � — P/L — — P/L — — � O1 O •,• � 02 Inlet Protection, Item No. 1006.4.1 .C.1 01 •� °� \ 01 0 03 Stabilized Construction Entrance, Item 1001 .4.2.13.1 n /\ °—� ° °—R, °�° ° • R — R/ R/yy — — •�� —°—°—O•�•9•• — °—°— 0 04 Fiber Wattle, Item 1003.4.1 .G.1 R W= .s•y-. •=r••�• 1 . Stabilized Construction Entrances Must Be A Minimum Of 12 Feet Wide For Single Entrances And A Minimum Of 24 Feet Wide For Dual Entrances. A Minimum Length Of 50 Feet is Required. 02 U 11 II + EP II II EP EP 2 0 O co II + co II II L E G E N D 00 57+00 58+00 \ 59+00 N00°33'17"E 60 Cn S LINDER RqI W II \ Stabilized Construction Entrance 11 II oho � 02 � o 0 0 if \ °—O Silt Fence ^a P/L — °°og, / \ °000 ° °—° Fiber Wattles ----_-- R/w — ' R — R/W — — O• � / GENERAL NOTES FOR 01 / 01 \ o TEMPORARY EROSION CONTROL '• \ ,_ 02 � a_ a , / 02 00 \ _ _ 1 . Site Dimensions, Placement, And Payment For Temporary \a : \ — — Erosion Control Devices Will Be As Set Forth In The Plans N 00 And Special Provisions. 2. The Site Design Determines The Need For Temporary Erosion N / / Control Devices. Modifications To Those Installations Must Be o Approved By The Engineer. Ld / 3. Temporary Erosion Control Devices Are Not Intended To Last z \ , More Than One Season 3 Months Or Until They Are Integrated Into A Final Erosion Control System, Replace When Expired. N O 4. At The End Of Each Days Work, The Appropriate Number And Combination Of Temporary Erosion Control Devices Must Be N Placed on Each Drainage System Under Construction. o — — — — I 5. The Staging Area Is Required To Be Kept Within The Limits `O Of The Project. If Additional Area Is Required, Advanced Notification To ACHD Is Needed & The SWPPP Will Be o / Changed To Include The Additional Potential For Storm Water w Runoff. 01 /� _o° \ 6. Concrete Clean—Out Areas Are To Be Kept Within The Project Cn N. Limits. Clean—Out Areas Should Not Be Near Drop Inlets, Or Areas Surrounding Irrigation Ditches, Streams, Or Open El R/W — — R/W — — — N I \ Channels Of Any Kind. To Remove Affected Soils/Materials °°° °° And Concrete From Any Concrete Clean—Out Area And N. c, Dispose In An Approved Landfill. N W P/L P L — — I 7. If A Porto—Pot Is Needed, It Will Be Kept Behind The w I Proposed Or Existing Sidewalk, To Minimize Potential Effected Stage 2 I Area In Case Of A Spill. N 03 Construction a- EP I00 8. All Drop Inlet Protection Will Be Installed Prior To Paving. 02 p p p p p 9. During The Refueling Process, Take Measures To Contain Any Potential Spills By Using An Approved BMP. m _ 10. Spill Protection Is Required On All Refueling And Maintenance N ++ 00 Activities. This Includes Checking And Filling Oil, Brake Fluid, Z 61 +00 Hydraulic Fluid, Radiator Coolant, Power Steering Fluid, 2 03 Stage 3 0 3:+00 64� Transmission Fluid, And Gear Oil. The Contractor Will Use An � Q Q Q Q Construction— � z S L DER ROAD Approved BMP To Prevent And/Or Contain Spills. CD Q 11 . Spill Cleanup — In The Event Of A Spill As Outlined Above of I \ CD > Remove The Effected Soils/Materials And Properly Dispose. o I 02 QO QO QO QO Q 12. The SWPPP Can Be Altered By The Owner Or Contractor To o Address Any Potential Onsite Storm Water Problems Not li Already Covered Or Mentioned Above. If Altered, Both Parties w ` _ DO DO DO DO Q I Are To Be Notified As Soon As Possible. 1-1 o �� 02 O P� 0 20 40 60 � J —0bL° • ••••.••z °—O •� R W Z Plan Scale 01 J N I w oKELLER oI � I �5S\p NA L F� G\S`T z • D E T A I L T I T L E • a o Revisions: • S I G N A T U R E S • O p Zo = SWPPP PLAN - STA. 56+00 - 65+00 R��ARNP�� Design By: J. Thornton Date: 1/2024 Drawn By: A. Corley Date: 1/2024 G ��AcHD Ada County Highway District• 3775 Adam www.achdidaho.org s Street, Boise, Idaho, 83714 project Number: 522038 Project Name: Linder Rd, Overland Rd To Franklin Rd Sheet 77 of 101 .1' 1 0 � t .� N O T E S CDCO � R10-15R(Mod) / I z ' o 30"x30" 01 Retain And Protect �w Remove Sign, Item No. 201 .4.1 .C.1 d — / 03 R/W 03 Roadside Traffic Sign Installation, (One Metal Post, Item No. 1135.01 .01 — Relocate Roadside Sign, Item No. 1135.01 .07 L P —r/LT - - PL - - PL — 0 19 . 02 20 1 . Contractor Must Obliterate All Conflicting Pavement Markings Item SSP 11400. +8F0 2. Street Name Sign Refer To ACHD Traffic Standards TS 1109.03 For Details. L 4.00' 0 ' 3 O 12' 18 0 +70 0 15 C +62 1 =0 0 + 6+00 7+00 o N 96 n — — — � — 8+00 ,� 9+00 w 10+00 12.00' d Now 0 — 11 N N C +96 S Linder Road D 19 0 � 8 � \L +69—/— o PAVEMENT MARKING LEGEND 3 O 4" White Lane Line � 1 134 03 0 th & 18' Gap, Item No. N _ _ O 4" White — Lane Line o P — — TIL — — TP/ -- _ _ / — — No. 1134.03.04 12' Length & 38' Gap, Item P L P L _ _ // _ Turn cD �R/W — — R/W — - - R/W- - — R W — — — \ ^s / 5O 7' Length & 18WaGapt. Item No. o / R/W — R/W — — R/W — — R/W — — \ w z \ / 1 134.03.05 O 4" Yellow — No Passing — 2 Q Direction, Item No. 1134.03.07 O 4" Yellow — Striped Median, EP EP Item No. 1134.03.08 I I I J 8 White — Lane Drop O N 1 1 — — 3' Length & 12' Gap, Item No. 1 134.03.1 1 w F / 8" White — Bike Lane At Int. /I Q F-- 0 12 — — — — 2' Length & 6' Gap, Item No. R3-7R 1134.03.12 30"x30" _ � g _ z 0 15 8" White — Channelizing\Bike _ Lane, Item No. 1134.03.15 � J _ _ 24 R R/W — — R/W —R/W 03 _ 1 6 4" Yellow — Left Edge\Divided � R/W R/W R/W - - R/W — R/w - - v v v v v v v v v v v v v v v v v — Hwy, Item No. f 1 Edge Di z — — — — — V V V R/W — — 16 — - V P L — p — — L _ 4" White — Right Edge, Item P z PL - - PL - - PL NO. 1134.03.17 Y Q 20 24 White — Cross Walk — Thermoplastic w 15 +87 20 18 Item No. 1134.05.21 w +85 a 93 O 24" White — Stop Bar — Thermoplastic 04 3 w + 19 Item No. 1134.05.21 CD z z i O +40 N O Thermoplastic Pavement Markings m + 20 N 15 +68 0 20 Item No. 1134.05.21 20 +32 z o S Linder Road w n U, o� 12+00 +68 13+00 20 0 14+00 _ 15+00 +32 16 ° z S o — — 21 4" White — Chevron — Item 0 -1 O �, No. 1 134.03.21 w ) 3 J 4" Yellow - Multiuse Pathway o 8 w 3 8 0 24 — — — — Center Line 3' Length & 9' Q Gap, Item No. 1134.03.21 z 4" White - Stripe at 30° - w 25 0000 Item No. 1134.03.21 0 i U 0 20 40 60 Plan Scale J QVd — — �/d — — �/d — — �/d — — 1/d — — �/d — — �/d — — �/d _ U- — Vd _ 24 03 — 1/d Vd KELLER — — Vd A S S • Cn g R2-1 m O > 24"x30" m 0 Ln 0 ---------- C;'s\0 NA L F EP EP EP EP EP FP EP EP EP — EP EP O���G\S`T Ui o EP EP EP a `L EP EP r '` O J O 04 N O E OF 04 N Revisions: Design By: J. Thornton Date: 1/2024 Drawn By: A. Corley Date: 01/2024 Survey By: A. Hafen Date: 09/2022 G R CAR �:AcFw Ada County Highway District3775 Adams Street, Boise, Idaho, 83714 Project Number: 522038 Project Name: Linder Rd, Overland Rd To Franklin Rd Sheet 78 of 101 � ffi— www.achdidaho.org N O T E S x x x— T EP x P O / � x x x x 01 Retain And Protect x x� x _ — P L�P — — �— P L EP P L E — — x x_ x x 02 Remove Sign, Item No. 201 .4.1 .C.1 — P/L / x x x� I P/L 03 Roadside Traffic Sign Installation, (One Metal Post, O 24 Item No. 1135.01 .01 / Relocate Roadside Sign, Item No. 1 135.01 .07 1 . Contractor Must Obliterate All Conflicting Pavement a Markings Item SSP 11400. 2. Street Name Sign Refer To ACHD Traffic Standards TS 1109.03 For Details. 24 +40 - -z- — N +40 o + +80 3 +91 15 _ O 00 + 00 8 17+00 18+00 19+0o S Linder Road 20+00 N 21 U) +80 +29 N +40 7 7 J +80 +91 15 3 +40 3 PAVEMENT MARKING LEGEND O 4" White - Lane Line — — — - — — — — — — — — — — — — — — — — � 3 7' Length & 18' Gap, Item No. 1134.03.03 0 4" White - Lane Line 24 O4 12' Length & 38' Gap, Item N 24 No. 1 134.03.04 CD 4" Yellow - 2 Way Lt. Turn o r O 7' Length & 18' Gap, Item No. z _ _ 1134.03.05 Vd,/d O 4" Yellow - No Passing - 2 Direction, Item No. 1134.03.07 4" Yellow - Striped Median, Vd _ I O Item No. 1134.03.08 o — O 8" White - Lane Drop N 1 1 — — 3' Length & 12' Gap, Item No. 1 134.03.1 1 8" White - Bike Lane At Int. 2' Length & 6' Gap, Item No. Cn �M I I 1134.03.12 15 8 White Channelizing\Bike < O \ Lane, Item No. 1134.03.15 � M l - 16 4 Yellow - Left Edge\Divided �•+ EG EG E EG Hwy, Item No. 1134.03.16 � < �+ (/� — — —z m m g � � < W I 17 4" White - Right Edge, Item z I No. 1 134.03.17 Y � < 00 00 I M I-- 24 � � R W —E� W�� — — EG R w 24 1 g 24" White - Cross Walk - Thermoplastic z EP R Item No. 1134.05.21 Ld I 10 J W _ 24" White - Stop Bar - Thermoplastic I I I Item No. 1134.05.21 CD z of II - 3 1541S t N ± I 1 1 I I 02 Type III Barricade 15 +09 3 - O I O 20 Thermoplastic Pavement Markings o c i I m d� — - — d3 d3 3 + O Item No. 1 134.05.21 ao I 7 I I I 1 d� d3 d� — d� d� d3 � z d 2� bo I I +oo g 24+00 25+00 7 26 N d �, °' S Linder Road _ I I 3 � O 4" White - Chevron - Item CD I I I I I J 21 No. 1134.03.21 o I I I j 15 II II I I I I I EP EP - EP - LP P EP EP EP 4" Yellow - Multiuse Pathway y+0 m E Center Line 3' Length & 9' Gap, Item No. 1134.03.21 N I II I — — — — — — I — — - - _ _ 25 4" White - Stripe at30° - o I — — — I I I _ — — — — — — — — — — — — — — — — — � Item No. 1134.03.21 — — — — U In i< 24 0 20 40 60 z I 24 z < Plan Scale I I 0 0 < 03 93 03 03 03 03 03 0 KELLER I • o < � I '\o NA L F �0 ti J O N E OF 0P��Q N Revisions: Design By: J. Thornton Date: 1/2024 Drawn By: A. Corley Date: 01/2024 Survey By: A. Hafen Date: 09/2022 G R CAR �:AcFw Ada County Highway District 3775 Adams Street, Boise, Idaho, 83714 Project Number: 522038 Project Name: Linder Rd, Overland Rd To Franklin Rd Sheet 79 of 101 � ffi— www.achdidaho.org N Linder Rd N O T E S r I o / � r � 01 Retain And Protect R1 -1 „ dOiS U) o R10-15R(Mod) 02 Remove Sign, Item No. 201 .4.1 .C.1 �P I 03 \ CD EP — — EP — — EP 30 x30 z 30"x30" _ 03 Roadside Traffic Sign Installation, (One Metal Post, J LU R9-3 19 O Item No. 1 135.01 .01 m 18"x18" 04 Relocate Roadside Sign, Item No. 1135.01 .07 24 02 No Thru-Traffic / 02 Yield Signi 24 03 03 24 EF — FP — — — _ R9-3 05 Furnish Roadside Sign Face, Item No. 1 135.01 .05 R R 18"x18" — — — — — — V�- o0 1 . Contractor Must Obliterate All Conflicting Pavement Markings Item SSP 11400. 2. Street Name Sign Refer To ACHD Traffic Standards TS — _ \ 1109.03 For Details. P/L P/L — — P/L — — P/L — P/L P/L — P/L — — 3 +77. 3 2' 18 3 o +75 +83 o N L " d3 dE -ff - d? 1 6 d3 Fp " FP FP FP 7 FP " + 7 +75 +00 +63 +90 FP FP FP 15 - 00 � 27+00 +83 � a) — _ 29+00 20 +75 30+00 20 1 J " 3 CO +83 co c � +00 +39 +10 15 3 _ +90 +83 TF JEP EP FP +75 EP - EP EP EP EP EP — EF EP 7 U P - + EP U +83 +00 +9 0 - :2 F� - — — — — - — _ o 12' 18 Stop Sign 02 3 PAVEMENT MARKING LEGEND A—A—A7 A A A A A A A 4" White - Lane Line 24 — — — — _ — — R9-3 O 7' Length & 18' Gap, Item No. 18"x18" e\ J I 1134.03.03 0 03 4" White - Lane Line ')�U M 03 24 R9-3 L O 12' Length & 38' Gap, Item �/d18"x18" No. 1134.03.04 1-1 _ _ 03 03 03 03 a3 — �/d ,/d m c = 19 24 5 4" Yellow - 2 Way Lt. Turn Ld r—z 24"x30" — — �3 — -,/d 3 J3 J3 nz O R1 -1 O 1 134 03t05& 18' Gap, Item No. —,/d -2 R 10-15R(Mod) 03 M G) >, ,> �. STOP 30"x310 a _ 30 x30 7 4 Yellow - No Passing - 2 >Ar I EG� Direction, Item No. 1134.03.07 _ _ _ _ _ _ — — �,/d ,/d Vd ,/d ,/d ,/d VC: 8 4" Yellow - Striped Median, `D Item No. 1134.03.08 oN o „ O 8 White - Lane Drop N 1 1 — — 3' Length & 12' Gap, Item No. 1 134.03.1 1 0 I 8 White - Bike Lane At Int. 12 - - - - 2' Length & 6' Gap, Item No.Cn 1 134.03.12 g R2-1 24"x30" S5-2 24"x30" 15 8" White - Channelizing\Bike Lane, Item No. 1134.03.15 W ~`� z 0p z — — — 1 6 4" Yellow - Left Edge\Divided z w U ON — _ — — — — — — — O Hwy, Item No. 1134.03.16 g U) J C0 cn L ~ 4" White - Right Edge, Item Y \ 03 R4-7a ` aW 17 No. 1134.03.17 24 24 x30 Y 24 18 24" White - Cross Walk - Thermoplastic z Item No. 1134.05.21 03 Ld 24" White - Stop Bar - Thermoplastic Item No. 1134.05.21 CD z "P L 3 L — — P/L — P/L — — P/L Speed P/L — — P/L— - — — P/L L 3 cn o 02 Limit Sign 20 / o Item No. 1134.05.21 N Thermoplastic Pavement Markings + P 15 FP F 5 + FP m r +77 FP _� S Linder Oa FP FP EP — EP --Ep En EP �o " In z (�g 00 cc +28 +6 o 00 co 35 N i J 21 4" White - Chevron - Item /� +77 Beacon School No. 1134.03.21 EP 7 EP v -EP EP EP 02 Zone Speed Limit +66 C 4" Yellow - Multiuse Pathway EP EP L� EP EP EP EP EP U 24 — — — — Center Line 3' Length & 9' Seed Gap, Item No. 1134.03.21 P z Limit Sign 027-9 " 4" White - Stripe at 30° - w 25 Item No. 1134.03.21 0 i U 1-1 0 20 40 60 z J Plan Scale z — d -� d d — — d — — d — — 7 d — — d — — -1 d 24 03 24 0 03 o o o r � n S4-3P 24"x8" KELLER o z w.CO N)� M — 2 R2-1 24"x30" g D � C)D m 00 S4-1 P 24"x 10" w S1 -1 36"x36" _ �� O 0 r S4-6P 24"x10" 0 W16-9P 24"x12" D �s\0 NA L FN �/d — — �/d — i - —�/d — — — Vd — — �/d^ - -�/d — — ��d -�/ O �G\S T �'' 00�o / \ -J a 7 z J `- O N EOFo N Revisions: Design By: J. Thornton Date: 1/2024 Drawn By: A. Corley Date: 01/2024 Survey By: A. Hafen Date: 09/2022 G R CAR ��AcFm Ada County Highway District• 3 www.achdidaho.org 775 Adams Street, Boise, Idaho, 83714 project Number: 522038 Project Name: Linder Rd, Overland Rd To Franklin Rd Sheet 80 of 101 N O T E S 63 dOiSaRl N Linder Rd R � S4-3P 24"x8" 01 Retain And Protect -1 R2-1 24"x30" 30"x30" R1 -5 •� ACHD TS-1 1 15 S4-1 P 24"x10" 02 Remove Sign, Item No. 201 .4.1 .C.1 1 1 ' 1 1 ' 1 1 ' 36"x36" Lu 24"x30" S4 6P 24"x 10" }' - w =° Y Y� Roadside Traffic Sign Installation, One Metal Post, _ r< o� -J �� 03 9 �„ "a^ O W o a- O Item No. 1 135.01 .01 t(4 o a � 0 Cl) z� '- 03 I m O LU _ oo Z 04 Relocate Roadside Sign, Item No. 1135.01 .07 15 7 z c� R9-3 = _ g Stop Sign 02 a �w - R10-15R(Mod) 18"x18" I w U Cn JN tiN O p g �> D 1 . Contractor Must Obliterate All Conflicting Pavement R9-3 19 E 30 x30 '► �. P L — _ _ _ Markings Item SSP 11400. 18"x18" 03 / P/L P/L R9-3 P/L 03 P/L P/L 03 P/L - - 2. Street Name Sign Refer To ACHD Traffic Standards TS 03 j 18%18" 1109.03 For Details. 24 24 R9-3 P L - - P L - - P L P/L 03 P L P L - - P L - - P 18"x18" — — a 18 12' w P/L 12' 18 02 School Ped Crossing Beacon School o +71 +91 19 3 Zone Speed Limit 02 O EP �P + EP EP EP - — E, Lf) �P 3 Fp +24 — EP EP EP EP EP O +67 +95 S Linder Road _ �� + 5 36+00 7+00 - - 38+00 - 39+00 � � - r, `r, co 40 _ o0000000000000 - 5 � 19 +67 1 J PAVEMENT MARKING LEGEND o EP +71 +91 +38 3 EP _ 1 0 4" White — Lane Line 24 Speed 3 3 02 Stop Sign Limit Sign 02 7' Length & 18' Gap, Item No. 12' 18 1134.03.03 N 0 4 White Lane Line N O 12' Length & 38' Gap, Item No. 1134.03.04 (D - �o - - - - - - - - 4" Yellow - 2 Way Lt. Turn __- 03 5O 7' Length & 18' Gap, Item No. Ld _ v v v ys" y v -v 1134.03.05 d 03 - - - 03 v v School Ped- R/Wv 03 � � L - J v v �/w � v - - - - _ — R/W R R1 -1 /W a R9-3 03.E R1 -5 m 02 Crossing m v J 30"x30"- R9-3 24 O 4" Yellow - No Passing - 2 » 36"x36" 4 =z 18"x18" Direction, Item No. 1134.03.07 18 x18 3 R10-15R Mod R,z 19 0 Cb � ( ) o Cn _. 30"x3O" = 03 STOP NLinderRd ° ((�� R 4" Yellow - Striped Median, N R9-3„ o�; M CD R9-3 i O 18 x18 Item No. 1134.03.08 �0 D CD CD '0 Cv, 8" White - Lane Drop N 18 x18 ° ,' A "'°° ;�° ; ;_� 1-1 ACHD TS-1115 O 3' Length & 12' Gap, Item No. o S1 -1 36"x36" 24"x30" 0 8" hit 1 1 Bike Lane At Int. Q W16-9P 24"x12" 03 d Oi S NLinderRtl 12 - - - - 2' Length & 6' Gap, Item No. 1 134.03.12 R9-3 03 dOiS N Linder Rd g � 18 x18 R1 -1 No Trespassing 01 Private Road 15 8 White - Channelizing\Bike • Q Stop Sign 02 x 30"x30" Sign O Lane, Item No. 1134.03.15 W I c R1 -1 o 1 - 30 x30 / 4" Yellow - Left Edge\Divided vi Q 1i 8„x18 g R9-3" P/d 1 6 Hwy, Item No. 1 134.03.16 18 x18 g 4 n 03 03 m R9-3 24 24 No Trespassing 04 24 17 4" White - Right Edge, Item Y - - , d 18"x18" - - g O No. 1134.03.17 P a /LL P/L - - RW - - R/W - - R/ 18 24" White - Cross Walk - Thermoplastic 1/d - - - - 03 L - - - / - / - Item No. 1 134.05.21 Ld - - - / - - - w 19 24" White - Stop Bar - Thermoplastic 12 18 Item No. 1134.05.21 Z o EP Stop Sign 02 P/ P/L — — 3 P/L - - �i N O EP Fo EP EP EP / �/ - EP _ + Thermoplastic Pavement Markings S Linder Road �� �� EP EP EP EP 20 Item No. 1134.05.21 Fn Z 00 5 - 41+00 - 42+00 43+00 44+00 n _ - - - 45 5 � J 3 / - - Z 21 4" White Chevron Item CD - O No. 1 134.03.21 0 4" Yellow - Multiuse Pathway o Center Line 3' Length & 9' - / Gap, Item No. 1134.03.21 z _ _ 4" White - Stripe at 30° - w / 25 � � Item No. 1134.03.21 0 o 0 20 40 60 z 03 P/L - - - _ J 03 P/L R9-3 P/L — P/L — — P/L — — V R/W V V— V V R/W Y R9-3 24 < N n r � 18"x18" 18"x18" 24 24 24 Plan Scale O = z W t 03 � m o m O M R9-3 03 CD LU z I R9-3 -7 00� r z 18 x18 „ U 18„x18 LU Z - P/L-R2-1 24 x30 P/L - - - - P/L - - - I I--> „ t> w S5-2 24"x3O" 30 x30 , P11L — — P/L 0 0'\o NA L EN o O� �G\ST FC o a � J O N O E OF N Revisions: Design By: J. Thornton Date: 1/2024 Drawn By: A. Corley Date: 01/2024 Survey By: A. Hafen Date: 09/2022 G R CAR ��ACl�1D Ada County Highway District• www.achdidaho.org 3775 Adams Street, Boise, Idaho, 83714 Project Number: 522038 Project Name: Linder Rd, Overland Rd To Franklin Rd Sheet 81 of 101 N O T E S 01 Retain And Protect 02 Remove Sign, Item No. 201 .4.1 .C.1 03 Roadside Traffic Sign Installation, (One Metal Post, Item No. 1135.01 .01 R9-3 I 1 R9-3" R9-3 04 Relocate Roadside Sign, Item No. 1 135.01 .07 18"x 18,> P/L - - - P/L - - P/L - - P/L - - P/L - 03 1 . Contractor Must Obliterate All Conflicting Pavement R9-3 03 Markings Item SSP 11400. 24 18"x18" 24 R9-3 2. Street Name Sign Refer To ACHD Traffic Standards TS — — R/w — — i — — R/W — — 18"x18" 24 24 02 ype Barricade 24 1109.03 For Details. R/W - - R/W - - R/ - - R/ - - R/W - - R - - P/L _ - - P/L - - P/L - r�� - - P/L �P L - - P/L - - O O 02 No Trespassing 3 _ + O EP - 3 EP EP - EP EP EP EP EP EP � EP EP er Read EP EP 16 EP + O Cn 00 46+00 47+00 48_ _,� d a) 5 — — co c J � N C +00 16 3 _ PAVEMENT MARKING LEGEND Stop M02 18 �2 I Sign 4" White — Lane Line 7 Length & 18 Gap, Item No. c =A7 — — — — 1134.03.03 N — — — — — — O 4" White — Lane Line 12' Length & 38' Gap, Item N _ — — — — — — — No. 1134.03.04 4" Yellow — 2 Way Lt. Turn � - V R/W V V V V R W V V - V V V y V V -V V V V V V V V V V V V IV V V �/ V V V V V V V V V , , 0 O3 V v R/w - R/W - R/W - - R/W v - - R/W - - R W y — — — R/Vy — — �/w O 7 Length & 18 Gap, Item No. z 24 V v `� 24 School Zone 1 134.03.05 mC Rg-3 R1 -1 i 24 Z 18"x18" 19 30"x30" 03 03 Ahead O 4" Yellow — No Passing — 2 a _ R10-15R(Mod) 0p Cm„� 03 04 = Direction, Item No. 1134.03.07 30 x30 �'�' R9-3 Neigh borh{cd a 03 18R9 138 0- rn J 8 4" Yellow — Striped Median, 18 x18 STOP O Item No. 1134.03.08 N C\J _ 8" White — Lane Drop 189 18 R4-7a 1 1 — — 3' Length & 12' Gap, Item No. s 24 x30 , 1134.03.11 o NLinderRd a L 8" White — Bike Lane At Int. 2' Length & 6' Gap, Item No. N Linder Rtl 03 1 134.03.12 8 White — Channelizing\Bike STOP Lane, Item No. 1134.03.15 R1 -1 R4-7a 30"x30" 16 4" Yellow — Left Edge\Divided 0 24"x30" Hwy, Item No. 1134.03.16 L n - - P/L - - P/L - P/L - - P/L - - P/L - - P/L = P/L - - P/L - - P/L P/L 19 17 4„ White — Right Edge, Item z w J Stop 02 I O No. 1 134.03.17 w C� a 02 Speed Limit Sign a Sign I 24" White — Cross Walk — Thermoplastic Item No. 1 134.05.21 — - - w /w - - /w =— w - - R/w 03 w - - R/ w - — — /w _ _ 24" White — Stop Bar — Thermoplastic — — — — — — — — Item No. 1134.05.21 CD Z 12' 18 Schoc� N 3 O 3 02 Cross ng ed 20 Thermoplastic Pavement Markings o O +00 O Item No. 1134.05.21 m O + EP g O E' EP EP I'1 e r Road EP EP EP EP EP EP EP a, O R EP - + nI d +53 +00 NLintlerRd Ln Cn — 16 00 5 53+00 — 54+0 55 ° 21 No.W1h134.03 21evron — Item �n c of J - 03 J 4" Yellow — Multiuse Pathway o 3 02 Beacon School Zone 3 19 0 STOP — — — 24 Center Line 3' Length & 9' Speed Limit Sign +00 Gap, Item No. 1134.03.21 z r� R1 -1 25 4" White — Stripe at 30° — 0 18 30"x30" O Item No. 1134.03.21 +00 - 40 60 z _ _ 18 d - Plan Scale v v v v v v v v v v v v v v v v v v v v v v v v V v v v y v v v v v v v v v v v V �V o — � — — R/W — — R/W�— — — R/W — — R/YNI — — R/W — — W 0 24 I f / — — R/W — — R/W — R/W — — 03 V 0 24 03 R�W V Stop KELLER 00�Q m \ V V 02 Sign g R1 -5 o■m -_ m c School Ped R/ LLJJ J 36"x36" z Crossing 02 19 / o o \ a o CMG-) Neighborhood �s�oNa� FNc 00� Watch 04 � G sT o R10-15R(Mod) z 30 x30 0 N O E OF oP��Q N Revisions. Design By: J. Thornton Date: 1/2024 Drawn By: A. Corley Date: 01/2024 Survey By: A. Hafen Date: 09/2022 G R CAR ��ACl�1D Ada County Highway District• www.achdidaho.org 3775 Adams Street, Boise, Idaho, 83714 Project Number: 522038 Project Name: Linder Rd, Overland Rd To Franklin Rd Sheet 82 of 101 R1 -5 R10-15R(Mod) 36x36 °Y� N O T E S 30"x30" R9-3 03 N , O V 6 L�� R9-3„ 18"x18" ACHD TS-1 1 15 a z� 04K< LO -qC 18 x 18 ::�--*:2� LLJ — o tj 24"x30" ° (D R2-1LLJ ~ C-D U) o) R9-3 m 24"x30" J� 01 Retain And Protect ♦ �' (� _ = 8"xl 18"x18" 02 Remove Sign, Item No. 201 .4.1 .C.1 Elf D 18"x18" �w 03 03 \ ~> 03 03 03 Roadside Traffic Sign Installation, (One Metal Post, A � 03 03 24 24 Item No. 1 135.01 .01 n R/W — n �(W — n A A R/W A —n— n R/W — — — R/W 04 Relocate Roadside Sign, Item No. 1 135.01 .07 �. — — d — — 05 Vertical Delineator For Bike Lane, Item No. —_--- -- 06 Bike Lane Separator — Zicla Zebra 13 or Equal, Item No. 3 02 School Beacon School 1 . Contractor Must Obliterate All Conflicting Pavement 24 +27 Zone Speed Limit +52 II I' 02 Zone Ahead 24 3 a Markings Item SSP 11400. 19 _ — II II EP — Q 2. Street Name Sign Refer To ACHD Traffic Standards TS EP EP EP EP P EP EP EP 1109.03 For Details. EP EP 7 EP +47 EP „ 20 �' EP EP EP 8 _ N + + 00 5 56+00 57+00 +2 — +57 58+00 59+00 60 4-1S Linder Road 69 20 _ +96 c +07� 3 +27 +62 +06 Stop Sign 02 18 1 2' / 0 0 PAVEMENT MARKING LEGEND —R9-3— — — 4" White — Lane Line 18"x18" R/W R/W — R/W — — R/ — O 7' Length & 18' Gap, Item No. N 24 03 Speed Limit 02 24 R9-3 24 1134.03.03 o R9-3 Sign / 24 18"x18" - 18"x18" / / 03 19 03 4 White — Lane Line N a' O No. 1 134 0 04 Length & 8 Gap, Item o I 8R9-3 18 8 '�'x18" 01 5O 7' Lenlgth ow & 18' Gap, Item No. 1 "x1 " z 1 134.03.05 03 J �' 03 4" Yellow — No Passing n z R9-3 m O — 2 R 10-15R(Mod) --Ar-= 18"x 18" Direction, Item No. 1 134.03.07 .4J*30"x30" o `n R3-2 STOP NLinderRd O 4" Yellow — Striped Median, 24 x24 ` Item No. 1134.03.08 N R1 -1 30"x30" 8" White — Lane Drop N O 1 1 — — 3' Length & 12' Gap, Item No. 1 134.03.1 1 R3-2 8" White — Bike Lane At Int. 03 dOiS 3 R1 -10"x30" ` 24"x24" 12 — — — — 2' Length & 6' Gap, Item No. � w w S R4-16(MOD) For Continuation See Sheet 84 , 1 134.03.12 g h U 0 12"x18" II — — — — ~ 8" White Channelizing\Bike Lane, Item No. 1134.03.15 �, 03 Monument o Si n 01 II 16 4" Yellow — Left Edge\Divided g Real Estate Hwy, Item No. 1134.03.16 z Speed Business I Bike Lane Sign 24 Limit Sign 02 Sign I Ends Sign 01 17 4" White — Right Edge, Item z 04 01 No. 1 134.03.17 a R/W — R/w — — R/W — — R W — — 02 Stop 25 I \ Bike Lane & Right Lie o 18 24" White — Cross Walk — Thermoplastic Z Sign 15 I Are Reversed, R st ipe To O w +67 I Item No. 1134.05.21 Q20— — P/L --- / P/ N — I 19 +20 19 24" White — Stop Bar — Thermoplastic FQi- 15 O � Item No. 1134.05.21 I CD EP - EP +85 15 - +30 — `� c, 06 yP 20 +19 3 705 12 � N o 3 8 +82J I — 20 Thermoplastic Pavement Markings Item No. 1134.05.21 S Linder Road 20 m N � +94 � � +62 g � 00 +46 61+00 • 62+00 ;n 12 I +00 n 20 — — — moo + _ _ 64+ 65+00 7 Z +96 +06 I c Q 19 +96 20 15 O w C 3 _ I 21 No.W1h134.03.21evron — Item of 15 19 I -U O +90 S Linder Road 3 _ — — 4" Yellow — Multiuse Pathway =5 —Z � +40 15 05 (Typ s) 06 -_ 05 I � 24 — Center Line 3 Length & 9 Gap, Item No. 1134.03.21 +69 4" White — Stripe at 30° — � +63 N � 4 � I _ 25 � � � p z O Item No. 1134.03.21 w of — +27 I = 0 02 25 18 s' I L,L 9 18 15 +84 0 20 40 60 (IfP z Bike Lane 20 Y Sign 24 Property of R R w ACHD Sign 04 r 0� 20 20 � Plan Scale 03 No Left 03 ;rN �% I Note: Extend Striping North To Turn Sign 02 R1 -1 Rl I, 0 Station 65+17 And Match Into STOP r 1 \ Existing Striping. KELLER � M Must Turn 02 30 x30 Z g p g z Right Sign rrl \\ 0 g — — — CO3 04 \ Stop Sign 02 R3-17 O R9-7 24%18" C 12"x 18>, R3-2 C3 Na Fti 24"x24" 0 1 GAS T LLJ o Monument 01 a �C Co nti,ontinuation See Sheet 84 �C z Sign O _ o N EOF\9 �Q N Revisions: Design By: J. Thornton Date: 1/2024 Drawn By: A. Corley Date: 01/2024 Survey By: A. Hafen Date: 09/2022 G R CAR ��ACl�1D Ada County Highway District• www.achdidaho.org 3775 Adams Street, Boise, Idaho, 83714 Project Number: 522038 Project Name: Linder Rd, Overland Rd To Franklin Rd Sheet 83 of 101 N O T E S 01 Retain And Protect For Continuation See Sheet 83 02 Remove Sign, Item No. 201 .4.1 .C.1 03 Roadside Traffic Sign Installation, (One Metal Post, Item No. 1135.01 .01 04 Relocate Roadside Sign, Item No. 1135.01 .07 0 1 . Contractor Must Obliterate All Conflicting Pavement Markings Item SSP 11400. 2. Street Name Sign Refer To ACHD Traffic Standards TS 0 1109.03 For Details. O L C 0 .= o 0 J + Ln 15 +22 17� 0 0 o 202 — 203+00 — N89_13' 09"W 204+00 2+ N a� W Franklin- -R-n-a d 0 14 J +15 +3 0 � 19 0 PAVEMENT MARKING LEGEND 18 9' 4 White — Lane Line CB — 0 — — — —— — O 7' Length & 18' Gap, Item No. _ _ 8►• 1134.03.03 N 4" White — Lane Line O 12' Length & 38' Gap, Item \ d41— No. 1 134.03.04— — ,/d — — ,/d — — ,/d 4" Yellow — 2 Way Lt. Turn MH O 7' Length & 18' Gap, Item No. z 1 134.03.05 O 4" Yellow — No Passing — 2 Q Direction, Item No. 1134.03.07 4" Yellow — Striped Median, O Item No. 1134.03.08 For Continuation See Sheet 83 8" White — Lane Drop 0 N 3' Length & 12' Gap, Item No. 1 134.03.1 1 0 2 8 White — Bike Lane At Int.' Length & 6' Gap, Item No. 1 134.03.12 For Continuation See Sheet 83 g I vv 8" White — Channelizing\Bike 15 I Ab Lane, Item No. 1134.03.15 0 16 4" Yellow — Left Edge\Divided vi Hwy, Item No. 1134.03.16 z g z I l 17 N1134.03h Right Edge, Item No. Y 24" White — Cross Walk — Thermoplastic z O 18 Item No. 1134.05.21 Ld Ld� O +67 O 24" White — Stop Bar — Thermoplastic 9' 18 19 Item No. 1134.05.21 CD z N CD � 19 Thermoplastic Pavement Markings + J 20 Item No. 1134.05.21 z +82 _ C/) 206+00 Sgg° •-:3080PE 207+00 W Franklin Road 208+00 - 13 15 — — — ,. 4" White Chevron Item No. 1 134.03.21 w J ALUM CAP -I of C 4" Yellow — Multiuse Pathway / 19 24 — — — — Center Line 3' Length & 9' Gap, Item No. 1134.03.21 z 25 � 4" White — Stripe at 30° — �,, - - - - - - - -- -- �-- - Item No. 1134.03.21 0 — — 0 20 40 60 J P/L — — P/L — — P/L — — P/L — — P —7 P L Y / P/L �- — — Plan Scale 7z o / KELLER 0 • z Q g a O r 0s\0 NA LC� FN Off �C,\ST G' LLJ a For Continuation See Sheet 83 z7 -J `— O Q j.!� •ZO N EOF\9 N Revisions: Design By: J. Thornton Date: 1/2024 Drawn By: A. Corley Date: 01/2024 Survey By: A. Hafen Date: 09/2022 G R CAR �A ACHD Ada County Highway District• 3775 Adams Street, Boise, Idaho, 83714 Project Number: 522038 Project Name: Linder Rd, Overland Rd To Franklin Rd Sheet 84 of 101 � www.achdidaho.org N O T E S 1 . All Locations Of The Lighting Poles Shall Be Field Verified By ACHD Prior To Installation. 2. It Is Not The Intent Of These Plans To Show The Exact Location Of Underground, Overhead Utilities, And Structures. It Is The Responsibility Of The Contractor To Verify The Locations Of All Existing Utilities With Their Respective Owners. Existing Utilities Damaged By The Contractor Shall Be Repaired At The Contractor's Expense. Call Digline 48 Hours Prior To Excavation To Request Underground Utility Locations. 3. Lighting Plan Designed With Leotek Model No. GCM#-60J—MV-40K-3R—BK—PCR7 124W LED Fixtures. 01 Install Streetlight, Item 1131 .01 .06 02 Install Street Lighting Conduit, With Cabling Indicated, Item 1 131 .01 .07 03 Install Street Lighting Junction Box, S-40T/ADA, Item 1 131 .01 .08 Install City Of Meridian Future Fiber Conduit (2"), Item _ 04 1 102.4.1 .E.1 .2 Install City Of Meridian Future Junction Box, S-40T/ADA, Item 1102.4.1 .F.1 .B 0 —fi— — Install Traffic Signal Interconnect Conduit (Trench), With /� OO _ 06 Locate Wire, Item 1131 .01 .02.E _ — �- _ _� - a R — — R/W — — R/W — — R�W� O EP P L EP P L EP — _V V V V V V V V V V V V V V V V V V R/W _ P/L —/ P/L - V _ _ _ V� — P/L C14 _ _— — / N O /L P/ V V V V P L — P L - - - - � �V_� m w — — _ W Connect To / — z — Fos Existing Conduits 1 -2 RPC 02 Install 2-#6� FOS FOS Fos / � — — — — — —— 1 -#6 GND FOS F S FOS /Fos — FOS LH 2-2" RPC 06 N � / N 0 0 // w � --- ----�-36" PVC- ----- ----� — ---- ----H--- ----->----- ---- ---- ---- ---- Q �00 14 / 15+00 ---- -----� N J ' N00°32'S4"E 16+00 17+00 18 6 L E E N D g '� / w 12" PVC w S Linder Road , 1 -2" RPC Install 2—#6 06 w 1 —2" RPC 04 2-2" RPC 04 1 —#6 GND 0 Service Pedestal o / Connect To 01 Z / Existing Conduits S-40T/ADA Junction Box g 03 J — ------------ ----- — ----- — — _ S-45T/ADA Junction Box with Riser a —� --- ------------------------------ ---- -- = - - - -- - - N g gbig ig — —big — — — ig — — —big — — — ig — — —Sig — — —Sig — — —Sig / w Luminaire Pole #1 05 — —Sig — City Of Meridian Fiber Conduit —Vd — — �/d — — Vd w_ City Of Meridian Pole #56665C zcc) Vd — — w +62.7, 29' R Interconnect Conduit l/d — w w Mast Arm: 20' � — — �/d Davit Arm Style Illumination Conduit Pole Height: 35 N w - o -� --�-----� ----�-----�— -�----� �l/d 12" PVC m — — N �/d — — IN Power Pole ,/d EP EP In EP E, EP Vd — — o E�-� _ �_ 1/d — � � Luminaire Pole / z wProject Note Number 0 Q 92 Bid Item Note Number U w p� Signal Cabinet 0 i U Z J Y Z Q L� O KELLEH fi • z g w o SS\o NA L FN o O� �G\ST FC o a � Digital Signature (� o 0 N O E OF\OP��Q 04 N Revisions: Design By: J. Thornton Date: 1/2024 Drawn By: A. Corley Date: 1/2024 Survey By: A. Hafen Date: 09/2022 G R CAR ��ACHD Ada County Highway District3775 Adams Street, Boise, Idaho, 83714 Project Number: 522038 Project Name: Linder Rd, Overland Rd To Franklin Rd Sheet 85 of 101 � www.achdidaho.org N O T E S 1 . All Locations Of The Lighting Poles Shall Be Field Verified By ACHD Prior To Installation. IFos Fos Luminaire Pole #2 J O 2. It Is Not The Intent Of These Plans To Show The Exact Fos I � Location Of Underground, Overhead Utilities, And Structures. It City Of Meridian Pole #56666C �-+ Is The Responsibility Of The Contractor To Verify The +11 .9, 26 L E&13 ` Locations Of All Existing Utilities With Their Respective Owners. `dos I Most Arm: 20' GWL @ M Existing Utilities Damaged By The Contractor Shall Be / 1 -2" RPC a Davit Arm Style 2587.611' < W Repaired At The Contractor's Expense. Call Digline 48 Hours # Pole Height: 35' Prior To Excavation To Request Underground Utility Locations. 02 Install 2- 6 1 -#6 GND x < 00 00 3. Lighting Plan Designed With Leotek Model No. GCM#-60J-MV-40K-3R-BK-PCR7 124W LED Fixtures. 03 ° m ----------------- ir I ----- --- - - - - - I I 01 Install Streetlight, Item 1131 .01 .06 Install Street Lighting Conduit, With Cabling Indicated, Item O X III 02 1 131 .01 .07 O 2-2' (RPC 06 01 OHP OHP OHP o+o + 03 Install Street Lighting Junction Box, S-40T/ADA, Item 1 131 .01 .08 0f� Eav �- O 1 g�Op �- �- E- �- E- F-O�- �--�� �-- O Install City Of Meridian Future Fiber Conduit (2"), Item 9+^00 _ - 21 d 00°32'54"E 2� b0 BH-12 1102.4.1 .E.1 .2 I+ N Install City Of Meridian Future Junction Box, S-40T/ADA, J 1 -2" RPC 2584.605' J Item 1102.4.1 .F.1 .B 2-2" RPC 06 02 1nst 6 GND 6 W Install Traffic Signal Interconnect Conduit (Trench), With II # 1 I 06 Locate Wire, Item 1131 .01 .02.E Ld lol �I I I II1 03 ---- - 03 --_- -- 05 El IL < 01 01 N < Luminaire Pole #3 o N Luminaire Pole #4 City Of Meridian Pole #56667C < +74.1 , 41 ' R City Of Meridian Pole #56668C m +00.0, 40' R Ld Mast Arm: 30 -o , w 12" Pvc_W Davit Arm Style I ` Most Arm: 30 - W Pole Height: 35' Davit Arm Style 1/d - W / Pole Height: 35 — 1/d _ w -- n — L `i LH N O N N CD Q Cn co L E G E N D �A� � i P/ I I x IX I II Ec Luminaire Pole #5 EG Luminaire Pole #7 EP EP EP EP City Of Meridian Pole #56669C City Of Meridian Pole #56671 C I 0 Service Pedestal +25.8, 27' L +18.9, 26' L �e o Mast Arm: 20' Mast Arm: 20' z II Davit Arm Style (Davit Arm Style / S-40T/ADA Junction Box EG _Pole Height: 35' Q Pole Height: 35' x _J w M/VV - - R W - R - _LP FP FP P EP EP 1 -2" RPC I S-45T/ADA Junction Box with Riser z 03 - 03 R w R W - - R w �2 - R/ 02 Install 2-#6- R W FP - - EP — R - 1 -#6 GND v v v v -Sig - City Of Meridian Fiber Conduit N --- 0101 z — 21 z - - - Interconnect Conduit O _QHP x ——— OHP —— — OHP x OHP x — — O ___ ___ ———— —�---- --- OHP OHP x x x OHP x —� — —FOC c - - - 0 -�o Foc O Illumination Conduit N ± ,� I 1 Foc Foc 2-2 RPC 06 FP O o o N d3 d3 d3 d3 d3 d3 d3 d3 FOC d3 d3 d3 d3 d3 d3 dE d3 d3 d3 N Power Pole 24+00 innd& Rooad� 26+0-0 -� -� -� O -� -� -� I� -� -� v g x _ 25+00 N00°32'S4"E 27+00 n m 4-1i C Luminaire Pole / "� II 1 -2" RPC I � m w 12°° Pvc w w 02 Install 2-#6 w w w w w 12" PVC w J o II U EP EP EP O EP EP EP EF1 —#6 GND _ EP 06 2-2" RPC. IIt C Project Note Number EP EP EP EP — EP - EP — P EP EP C EP Q x III 01 01 I 92 Bid Item Note Number U N -- I —Sig — — Sig — — Sig — —� W#1 —Sig — — —Sig — — —Sig — — —Sig — — —Sig — — —Sig — — —Sig — — —Sig — — —Sig \ _ Signal Cabinet Wf 03 —Sig — — —Sig — - Si _ ---- --- -- 0 Elg 03 I� - Sig - - - In a- / i of 0 20 40 60 1 � III 05 05 J Luminaire Pole #6 I a City Of Meridian Pole #56670C Luminaire Pole #8 �I Plan Scale � +68.6, 27' R City Of Meridian Pole #56672C III +69.4, 26' R 0 Mast Arm: 20' 03 ' o Davit Arm Style Mast Arm: 20 c3 03KELLER Pole Height: 35'\o� �� Davit Arm Style I o3 03 z II Pole Height: 35ry > [I GWL @ ZN - 0S\o NA L FN G\S T C o a Digital Signature (� o 0 N O E OF\OP��Q N Revisions. Design By: J. Thornton Date: 1/2024 Drawn By: A. Corley Date: 1/2024 Survey By: A. Hafen Date: 09/2022 G R CAR ��ACl�1D Ada County Highway District• www.achdidaho.org 3775 Adams Street, Boise, Idaho, 83714 Project Number: 522038 Project Name: Linder Rd, Overland Rd To Franklin Rd Sheet 86 of 101 _ EP EP EP EP N O T E S _ EP EP c� x — Luminaire Pole #9 \ 160 // I Luminaire Pole #1 1 City Of Meridian Pole #56673C x \ City Of Meridian Pole #56675C 1 . All Locations Of The Lighting Poles Shall Be Field Verified By +18.8, 31 ' L \ +16.4, 33' L ACHD Prior To Installation. Most Arm: 20' I Mast Arm: 20' — — — _ _ _ 2. It Is Not The Intent Of These Plans To Show The Exact Davit Arm Style x _ _ _ ----- -Davit Arm Style -- - ------- -------- Location Of Underground, Overhead Utilities, And Structures. It Pole Height: 35' Pole Height: 35' Is The Responsibility Of The Contractor To Verify The Locations Of All Existing Utilities With Their Respective Owners. PT: 104+ M Existing Utilities Damaged By The Contractor Shall Be I Repaired At The Contractor's Expense. Call Digline 48 Hours Prior To Excavation To Request Underground Utility Locations. 03 1 -2" RPC I 3. Lighting Plan Designed With Leotek Model No. 02 Install 2—#6 Io. 01 GCM#-60J—MV-40K-3R—BK—PCR7 124W LED Fixtures. 1 —#6 GND I x — 01 Install Streetlight, Item 1131 .01 .06 04 7N L— x x 01 x P/L x x x� x P/L x x — P/L — — P/L — — P/L — on P/L — P/L — — P/L — P/L — — P L — — 02 Install Street Lighting Conduit, With Cabling Indicated, Item / 1 131 .01 .07 P FOU o x 06 2-2" RPC 03 x_ P/L x x x gam— x x o �jC HP UP vnr OHP OHP OHP u + Fp FOC Install Street Lighting Junction Box, S-40T/ADA, Item FOC Foc Foc Foc Foc Foc Foc o 03 1 131 .01 .08 N EP EP EP EP EP EP P EP �nr Fnn FO / FOC �P EP FOC FOC EP + B 0 —30 —� — 0 —30 — 30 —30 —30 O Install City Of Meridian Future Fiber Conduit (2"), Item Cn 29+00 30+00 o / _ N00°32'S4"E 31 +00 d O 1 102.4.1 .E.1 .2 Install City Of Meridian Future Junction Box, S-40T/ADA, S Linder Road A 05 Item 1102.4.1 .F.1 .B -C W 12" PVC—W w W W W W C G G G w 12" PVC w J Install Traffic Signal Interconnect Conduit (Trench), With p EP EP E� EP EP EP EP G G G G C 1 v 06 Locate Wire, Item 1131 .01 .02.E g / —2 RPC EP EP EP EP EP EP 03 06 2-2" RPC 02 /Install 2—#6� EP EP EP EP FA 0 03 01 1 —#6 GND Mw 3 _ --- _ // _ _ # 01 g — — —Sig — — —Sig — — —Sig — — —Sig — — —Sig — —Sig - SiF— Sig ———— Ig — — ig — — — ig — — — ig — — — i — — — i — — — — — — ——— — — � / 9 9 ig �9 ig — — /05 FOC FOC OC 05 FOC � ° i — �/d Q 04 1 —2" RPC — o ® _ _M P/d ' — �Va Luminaire Pole #10 0')� — OT— o3 o3 City Of Meridian Pole #56674C Luminaire Pole #12 o +72.6, 33' R a City Of Meridian Pole #56676C Mast Arm: 20' L +56.2, 33' R --- ---- ---- ---- —___� Davit Arm Style Mast Arm: 20' = x— — _ x — x x — X TPole Height: 35'�———— Davit Arm Style I/Q Pole Height: 35' _ Y y , , x � LLL— LH N O N N Ld I h- I L g Luminaire Pole #13 I I w oo L E G E N D City Of Meridian Pole #56677C ---------- / > Most Arm: 20' — — a o I \ Q Service Pedestal Davit Arm Style E o x Pole Height: 35' I — S-40T/ADA Junction Box z � x I o ° a a x �1 -2" RPC J P/L _ _ S-45T/ADA Junction Box with Riser x x 01 02 Install 2—#6 x 1 —#6 GND — — —Sig — City Of Meridian Fiber Conduit o ---- ---------- x -- ---- —03-- ----- --- ----- -------- -- — — x a — ------ -- -�-- — — ———— — — — Interconnect Conduit z w P/L — — — P/L — — P/L — P/L — —LHP/L— P/L — — + — 12" CMP — OHP —� OHP 12" CMP OHP x x x x /�� Illumination Conduit o — — — — —2-2 RPC 06 OHP N O C FOC FOC FOC • FOC FOC FOC FP FOC O + F EP FOC EP FOC FOC FOC FOC FOC FOC N - FFfPC p m r7 FOC FOC EP EP E EP EP EP EP EP EP + f Power Pole z FOC FOC FOC FOC 12 n N NO °32'54"E 35+00 i 36+00 °°°°°°°°°°°°°° U �� Luminaire Pole o _ N00°3 1 7"Err7 S Linder Road - Sew 8" S er z CD J w w � 12" PVC w w 1 Project Note Number � W W U G G �✓ W 12" PVC _c j a EP EP EP EP EP G EP EP G EP GEp G P G v I G 1 -2" RPC 92 Bid Item Note Number o EP 06 2-2" RPC 03 EP _U 02 Install 2—#6 11 w 01 1 — 6 GND p� Signal Cabinet ��G FOC g ig FOC ig big ig i 0 20 40 60 Z 05 FOC I Plan Scale J Q Vd ® — — Vd ® — 04 1 -2" RPC — — 1/d — — �/d — — �/d — �/d — — — �/d _ V R/w\L O ® �° ~ Luminaire Pole #14 ® ® KELLER City Of Meridian Pole #56678C +73.3, 33' R �1 Most Arm: 20' x > Davit Arm Style O Pole Height: 35' / � ,\oNAL FN O �G\S T I Y x x G' o a � Digital Signature (� o 0 N O E OF oP��Q N Revisions: Design By: J. Thornton Date: 1/2024 Drawn By: A. Corley Date: 1/2024 Survey By: A. Hafen Date: 09/2022 G R CAR ��ACHD Ada County Highway District• 3775 Adams Street, Boise, Idaho, 83714 Project Number: 522038 Project Name: Linder Rd, Overland Rd To Franklin Rd Sheet 87 of 101 www.achdidaho.org N O T E S �- -� k x L 1 . All Locations Of The Lighting Poles Shall Be Field Verified By Luminaire Pole #17 Luminaire Pole #15 0 ACHD Prior To Installation. 3 City Of Meridian Pole #56681 C City Of Meridian Pole #56679C +26.4, 33' L x V) X 2. It Is Not The Intent Of These Plans To Show The Exact +12.6, 33' L Mast Arm: 20' I 4) Location Of Underground, Overhead Utilities, And Structures. It Most Arm: 20' I Davit Arm Style x J Is The Responsibility Of The Contractor To Verify The Davit Arm Style L Pole Height: 35' Locations Of All Existing Utilities With Their Respective Owners. x —Pole Height: 35' -X — ° — — — M� Existing Utilities Damaged By The Contractor Shall Be P PA_ of — — R/ — — /Lx�e — �/d Vd — ' ® � Repaired At The Contractors Expense. Call Digline 48 Hours ® ® Prior To Excavation To Request Underground Utility Locations. f———— — — —— — f 3. Lighting Plan Designed With Leotek Model No. P/L — — P/L — — P/L — — - - — P/L P/L P/L — — _ — — — d — — — — — f GCM#-60J—MV-40K-3R—BK—PCR7 124W LED Fixtures. 01 00 — x � x 1 —2" R P C ® 01 02 Install 2—#6 01 Install Streetlight, Item 1131 .01 .06 — — Vd 1/d — — 1/d 1 —#6 GND —— —— ——— — ———————————————— W -- -- ------------------ Install Street Lighting Conduit, With Cabling Indicated, Item ---- ------------ ----- -------------- — — — ---- --------- 1131 .01 .07 03 r 06.2-2" RPC W w ® Fo Fp Install Street Lighting Junction Box, S-40T/ADA, Item FFpp " RAC FCC EP 0HP 03 HP OHP 03 1131 .01 .08 o EP FOC EP FUC EP FOC EP C FOC Ep FOC EP FOC Q FOC J F c Foc J FOC o O Install City Of Meridian Future Fiber Conduit (2"), Item J EP EP EP + 04 1 102.4.1 .E.1 .2 N Cf) FMFoc a0C FOC 39+00 �— �— E— �— �— Q F— �— �— F— �— F— F— �— O Install City Of Meridian Future Junction Box, S-40T/ADA, 0 FOC Sew FOC _ FOC 40+00 0� 41 +00 ° 05 Item 1 102.4.1 .F.1 .B 8" Se er Sew Sew ewer 42 J Foc FOC FOC 06 Install Traffic Signal Interconnect Conduit (Trench), With —W 12" PVC m W J O Locate Wire, Item 1131 .01 .02.E oC G C W — W 0 W c W c W 12° PVC w W c c c 0 07 Install Service Pedestal, Item 1102.4.1 .G.1 41 03 IC 06 2-2" RPC —— =—— ————— —— — ——— — ——————— ———— ——— 01 ——— — ———— ———— ———— ig — — — ig — _Sig — Sig — ig — — — ig — — — ig — — i X— ----- ----- --- ------------- -- -- —=--7/L — — -- °o — — — ig — — ig — — ig — — ig — — ig — — ig — — —Sig — — — ig — — — ig — — — 3 ig 3 L 05Cn 1 -2" RPC v v v v v v v — v v v v v o �� 0 02 Install 2—#6 /� �/w — — R/W — — R/W — — 1 —#6 GND ' _04 P/L 04 1 -2" RPC — — P/L P/L — — P/L v Luminaire Pole #16 Luminaire Pole #18 o = 3 a- City Of Meridian Pole #56680C City Of Meridian Pole #56682C !Q x — _ +65.3, 33' R +65.2, 33' R X x x-Mast Arm: 20' Mast Arm: 20' X Davit Arm Style Davit Arm Style 5 I I Pole Height: 35' � —x x P/ x — x Lx x — X P L x X Pole Height: 35' L LH N O N \ O N II N Luminaire Pole #19 / N City Of Meridian Pole #56683C / g +14.6, 33 L L E G E N D Mast Arm: 20' — — Vd — Davit Arm Style r-- Pole Height: 35' �a \a 1 —2" RPC Q Service Pedestal 02 Install 2—#6 z 77�--- f 1 —#6 GND S-40T/ADA Junction Box =fit — _ _ _ _ — — — - - - _ — — — — — — - - R/W R/W — — R/W — R/W / S-45T/ADA Junction Box with Riser —Sig — City Of Meridian Fiber Conduit Z —— —— — — ——— — ———————— —————-- — — —— ————————— — ——— f Interconnect Conduit —— — — ———— ——I L — — P/L — — P/L — — P/L — P/L — — P/L-- HP HP / HP x x x x x x x x x x x x J o 06 -2-2 RPC oHP • oHP i + 00 ❑ o Illumination Conduit N EP OC EP =[PC 7 11 FOC FOC + m / II EP EP EP EP EP � Power Pole z 00 43+00 // 81, l 44+00 0 S L i n ogr,.R ppd 45+0 46 g — ol J FOC FOC oe FOC F iI Luminaire Pole FOC Fj9/� FOC FOC C C / / II FOC FOC F, J w a W 12 PVC- G W C C C C Project Note Number W I W W G El W 12" PVC W 41 � II Fol FOC �- 06 2-2" RPC _12„ 92 Bid Item Note Number N ----------- -- — -- ------ — --- — ---- -- _— — _ — — �� Signal Cabinet vLd l ig — — ig — �gCf) Q ig — ig — — — ig — ig — — ig — g co — —ZAg — — —Sig — e " Opoc TOr 0 20 40 60 z - - P/L �— P/L — • j • —F— P L 1 —2" RPC v R w v v V v z 04 1 -2" RPC 02 Install 2—#6 / — R/W — — v R/W v v — v v R/W v v — v Plan Scale 1 —#6 GND 5. oLum Sta. 43+85.920 City I OfIrMePl #Meridian Pole 56684C—x x x x ■ 07 - # x 0 / Off. 46.3 R +81 .8, 33 R A S S • Z Mast Arm: 20' ry x--x----x — Davit Arm Style o \ Pole Height: 35' S\ONAL E ��'� GIST NC Digital Signature (� o 0 N O E OF 04 N Revisions: Design By: J. Thornton Date: 1/2024 Drawn By: A. Corley Date: 1/2024 Survey By: A. Hafen Date: 09/2022 G R CAR �:AcFw Ada County Highway District3775 Adams Street, Boise, Idaho, 83714 Project Number: 522038 Project Name: Linder Rd, Overland Rd To Franklin Rd Sheet 88 of 101 � ffi— www.achdidaho.org N O T E S 1 . All Locations Of The Lighting Poles Shall Be Field Verified By ACHD Prior To Installation. 2. It Is Not The Intent Of These Plans To Show The Exact Location Of Underground, Overhead Utilities, And Structures. It Is The Responsibility Of The Contractor To Verify The 1 1' 1 4 1 II Luminaire Pole #23 X Locations Of All Existing Utilities With Their Respective Owners. Luminaire Pole #21 �E X x - Y -City Of Meridian Pole #56687C- — — — — Existing Utilities Damaged By The Contractor Shall Be City Of Meridian Pole #56685C � '� - ® � ® x- - — Ex X X X - x _ x Repaired At The Contractors Expense. Call Digline 48 Hours Mast Arm: +28.3, 33' L ® - ---® --- ---- ---- -- : L 20 --___�- -� �\-1 -2" RPC x P/i_-- Prior To Excavation To Request Underground Utility Locations. M ---� Most Arm: 20' - Davit Arm Style 3. Lighting Plan Designed With Leotek Model No. Davit Arm Style 02 Install 2-#6 - _ — =Pole Height: 35' _— _ _ — _ — _ _ —_ _ = Pole Height: 35 1 -#6 GND GCM#-60J-MV-40K-3R-BK-PCR7 124W LED Fixtures. 1 /� R/w R/w R/ R/ 01 R - _ - - _ / 01 Install Streetlight, Item 1131 .01 .06 01 X - - co N Install Street Lighting Conduit, With Cabling Indicated, Item ----- ----- - - - - - - -- _ --� - --------------- - 02 1131 .01 .07 -- --------- -- ----- ------ /L 03 P/L 7Y AP � - —A -A-- - P/L - - 03 Install Street Lighting Junction Box, S-40T/ADA, Item r,. OHP 06 2-2" RPC 4- P 1131 .01 .08 O 1111111111111111 1. unr OHP OHP OHP OHP OH Install City Of Meridian Future Fiber Conduit (2"), Item 0— FO FOC FO FOC FOC-' FOC FOC FOC FOC FOC FOC FOC 0 04 1102.4.1 .E.1 .2 co E EP EP EP EP EP EP EP (00 EP EP P EP EP EP EP EP EP EP EP EP + Install City Of Meridian Future Junction Box, S-40T/ADA, 00 S Linder Road `� 05 Item 1102.4.1 .F.1 .B ° 47+00 N00°33'17"E 48 Install Traffic Signal Interconnect Conduit (Trench), With J Locate Wire, Item 1131 .01 .02.E C N U FOC W FOC FOC FOC FOC J 41 G O O 0 FOC C FQ� W 6 FOC FOC 0 FOC O FOC -�- -12' -12" 03 01 - -12" 06 2-2" RPC- �� I O 03 01 —Sig — Sig — ig — ig — — —big — — i — — — — — — W — — — — — — W ---- — ---- -- --- _--- ---- _—= — _— — g —big �9 i9 ig — Sigma— — — i — — — — — —,jig — — — — — — i W — Ig o 05 v y,... v v v R Wv v v v RVW v v - v vR v v v v v v v v v \ v v v y v v v - Luminaire Pole #24� v 05 v v �� 04 1 -2 RPC Luminaire Pole #22- / — / — /W—� — — R/W — — R/W—�— — — R/W — — /N — — R W — — �� �� City Of Meridian Pole #56686C_ 1 -2" RPC I City Of Meridian Pole #56688C o ® +65.3, 33' R -Install 2-#6 02 — +65.3, 33' R z ® I Mast Arm: 20' X x x x 1 -#6 GND Most Arm: 20' b _ F Davit Arm Style J ® Davit Arm Style I Pole Height: 35' a- x x x x x x x x x X X X —x x Pole Height: 35' X x x J x x x x x � N O N (D N L o Q N 3 Luminaire Pole #27 Luminaire Pole #25 g City Of Meridian Pole #56689C N X City Of Meridian Pole #56691C L E E N D X J a a +14.6, 33' L +16.8, 33 L I S o. J Mast Arm: 20' Mast Arm: 20' _ X Davit Arm St le X Davit Arm Style x Y y x Pole Height: 35' 0 Service Pedestal - Pole Height: 35 x- �x— - x ,� X _ - - _ _ Z } ---�- - - - ---�-�- - ----�- -�- �--�-- --- 1 --- x x - x )FA--X - x x --P��x x = - -- 19 - S-40T/ADA Junction Box ---�- --�---- ---- ----�- R W 1 -2" RPC ® ' �\ \ S-45T/ADA Junction Box with Riser J N - - /w - - w - - w - - w - - N Install 2-#6 02 018 3 �A��� ®� w / 01 - - - - 1 -#6 GND_ - A R/wA A - n �W A - - -s;9 - City Of Meridian Fiber Conduit z P 3 01 o Interconnect Conduit - -------------- i OHP OHP Illumination Conduit OHP OHP W G / 03 OHP 03 HP N m O FOC FOC FOC FOC L Foc FOC 2-2" RPC 06 FOC OHP FOC O Power Pole V) EP EP EP EP ��EP EP EP Ep FOC FOC FOC CD g EP EP EF EP EP EP EP EP EP EP + �I a pNP O Se 4" FM Sew Lr) Luminaire Pole i V) 00 53+00 Sew 10" Sewer Sew Z N00°33'17"E 54+0 55+00 56 ° N Project Note Number CDJ S Linder Road 0 El J Q 0 0 FOC oN OFOC 0 O C cn C C C O 0 92 Bid Item Note Number FOC j 12" FOC FOC FOC C FOC z Foc 06 2w21nRPC w 10 Pvc w 03 01 FOC F0� _ _ _ 1 O-� GG 12„ pm Signal Cabinet - -- --- --- -- O In �, 0 20 40 60 co Z — —Sig — — — ig — ig — —Sig — — —big — —big — — —big — — — ig big — — —Sig — _ — a eeSig — —Sig —Si — g — — —Si — —Sig — — — ig — W —big Plan Scale Y O Z O ° / � O O N V R/W V v — v V R/�I v v — V vR/W v V— V v / V —v v /W V v —v V R/WV v — v v R/W 05 V v — V R W 0 1 -2" RPC �\ °a / - - R w o Install 2- 6 02 R/w�\ 04 1 -2" RPC °° / ■ � 1 - 6 GND Luminaire Pole #26 -� \ v\ U �— # ® City Of Meridian Pole #56690C ?1 // -X —x x x x x— x x x x x x x x x x X X- +65.3, 33' R I / X ®®® > Mast Arm: 20' X x x x x x x + - Davit Arm Style > I I � ,\o NA L FN TFT ' Pole Height: 35' \ a_ X �� C Digital Signature (� o 0 N O E OF N Revisions: Design By: J. Thornton Date: 1/2024 Drawn By: A. Corley Date: 1/2024 Survey By: A. Hafen Date: 09/2022 G R CAR ��AcFm Ada County Highway District• www.achdidaho.org 3775 Adams Street, Boise, Idaho, 83714 project Number: 522038 Project Name: Linder Rd, Overland Rd To Franklin Rd Sheet 89 of 101 Luminaire Pole #29 N ® — City Of Meridian Pole #56693C 1 . All Locations Of The Lighting Poles Shall Be Field Verified By 0 +07.0, 35 L�— ACHD Prior To Installation.P/L — — P/L —��_� � I Mast Arm: 20' 1 -2" RPC a — — — _ _ Davit Arm Style 2. It Is Not The Intent Of These Plans To Show The Exact Install 2 RPC 02 Pole Height: 35' Location Of Underground, Overhead Utilities, And Structures. It # � Is The Responsibility Of The Contractor To Verify The 1 — 6 GND + a Locations Of All Existing Utilities With Their Respective Owners. n — A A n n A nd R/W — ^ n d n R/W R/ 01 R/ — R/W — — R/W — — R/W — — Existing Utilities Damaged By The Contractor Shall Be I Repaired At The Contractor's Expense. Call Digline 48 Hours IPrior To Excavation To Request Underground Utility Locations. FOP OP P/E3. Lighting Plan Designed With Leotek Model No. --- ---- ---------- — --- -- ------ — -- — — — — -- ----------- GCM#-60J—MV-40K-3R—BK—PCR7 124W LED Fixtures. dHo 03 01 Install Streetlight, Item 1131 .01 .06 O OHP OHP OHP OHf�I 0 OHP OHP + EP FOC P EP FOC E MPFO EP EP II FOC FP Fnr FOC LP EP EP FOC EP EP 02 Install Street Lighting Conduit, With Cabling Indicated, Item � I II \ Sew Sew 12" Sewer Se 00 1 131 .01 .07 � Sew Sew + Sew 10" Sewer 4" FM oNP (o 03 Install Street Lighting Junction Box, S-40T/ADA, Item 00 s w 1 131 .01 .08 5 00 w S w �� Sew 10" FM +J S Linder Roa00 Install City Of Meridian Future Fiber Conduit (2"), Item J II \ 04 1 102.4.1 .E.1 .2 G G o G G P J O Install City Of Meridian Future Junction Box, S-40T/ADA, W 10" Pvc W W oN 10" PVC—w 05 Item 1102.4.1 .F.1 .B w41 e� 03 FOC � FO 06 2-2" RPC 1� M 06 Install Traffic Signal Interconnect Conduit (Trench), With 01 W Foc Fo� FOC Foci FOC 01 03 Locate Wire, Item 1131 .01 .02.E _ 0 FOC F 05 �� P L — — 1 -2" RPC 'g Sig — — —Sig — — — 1 Install 2—#6 02 05 :2 R/W — w — /w — — 1 —#6 GND 0- 04 1 -2" RPC — I / / �� o ,moo o I Luminaire Pole #28 \ Luminaire Pole #30 — — Ld City Of Meridian Pole #56692C L ` \ I City Of Meridian Pole #56694C Z I +27.3, 33 R 0- / \ +21 .3, 34 R Most Arm: 20' �� / m I Mast Arm: 20' : Davit Arm Style �� ��� / / \ Davit Arm Style 0- Pole Height: 35' / / ^�a \ I Pole Height: 35' N O N (D \ . X I W d `° ® Luminaire Pole #31 City Of Meridian Pole #56695C I N X +72.9, 35' I N Mast Arm: 20' � I I d3 L E G E N D gT Davit Arm Style Pole Height: 35' a X I O U O > 0 Service Pedestal a_ \1I / Q X 00 \ vi I _ — — — — ® — — — — — _ _ L S-40T/ADA Junction Box g 1 —2" RPC—— — — — — — — — Foc 3 Foc — — — R/W — — R W — — / i, V) O Install 2—#6 02 ��°°° z ° 1 —#6 GND—— °0 11. 01 — f————f— � — _— ❑ ❑ S 45T/ADA Junction Box with Riser --- ----�--- f --�__ — — (� ---f — —�----- —f-- o o� N �� - d —Sig — City Of Meridian Fiber Conduit G G zo _� _� UP UP p U I QP FOC FOC FOC FOC FOC I UP Interconnect Conduit 06 2-2" RPC �T 03 J � CD � LC7 op - 12" Sewer 12" Sewer Se Sew Sew Sew Sew 12° Sew r 00 C Illumination Conduit N + I 12" Sewer oco o0 - - — - - O c Sew Sew Sew "t U 00 — -- co sew Power Pole z 6 F Sew 10" F Sew Sew 10" FM +00 g N00°33'17" w sew w N00° 33 20 Ew Luminaire Pole i a) — 15" Sewed 64+00 65+00 S Linder Road r- \ C C � N Z Project Note Number CD 10" PVC w 0 W 12" PV W c� o 0El p W > O) Cr �I I \ W W W W 12" PVC W W 1 -2" RPC Foc Install 2—#6 02 o i Item Note Number z For 1 —#6 GND 06 2-2" RPC L I w -- — — 3 I o p� Signal Cabinet �i — _ ,g — \ 0c o Oc 03 U 9 r, I C O� Sig _— — ——— P — — 01 oG ° Foc444-- R/ 0 20 40 60 O g Z — - - 2 W - - d G F C G ® OHP OHP Q _--- — ® � Plan Scale � I ----�— — 05 0 04 1 —2" RPC ® -� — _— '� � � --- PC4 —�— KELLE ■ o —�--_ O O� ® O ILL o A S S • Z X L Ll ® FOZ FOZ F 0 — — Luminaire Pole #32 I > X City Of Meridian Pole #56692C \ONAL ti o I +49.8, 45' R I � s F c 00� Most Arm: 20 a, Q C,\S T 00�w I Davit Arm Style W a �� Z I Pole Height: 35 i Digital Signature 01 N EOF\9 N Revisions: Design By: J. Thornton Date: 1/2024 Drawn By: A. Corley Date: 1/2024 Survey By: A. Hafen Date: 09/2022 G R CAR �:AcFw Ada County Highway District3775 Adams Street, Boise, Idaho, 83714 Project Number: 522038 Project Name: Linder Rd, Overland Rd To Franklin Rd Sheet 90 of 101 � ffi— www.achdidaho.org SIGNAL HEAD SCHEDULE LL 11YU1U11L N O T E S O O 4" IMGaE 1. Refer To ACHD Standard Traffic Details (TS Series) For Construction Details And 0 3 Installation Requirements. FR- @ I I -� 2. The Contractor Shall Verify And Check All Dimensions And Details Shown On The 16" Pedestrian CO Drawings Prior To The Start Of Construction. Any Discrepancies Shall Be Immediately R Countdown Head IDAHO POWER Brought To The Attention Of The Engineer For Clarification. AERIA Pole F O z 4„ MGasL — SPARK 3. The Locations Of The Traffic Signal Cabinet, Service Pedestal And Signal Poles Y Foundations Shall Be Field Verified By ACHD Prior To Installation. ACHD Forces Must !� Pedestrian Signal Pole a J Be Notified At Least Two Working Days Prior To Installation. "+-Y- 1 Sto: 62+46.2, Off: 64.4 Lt • I a- G Pole Height: 12' z I N 4. Locations Of Existing Underground Structures And Utilities Such As Pipelines Conduits, Top of Pole Foundation i Cables, Etc. Shown On The Traffic Signal Plans Are Approximate Only. It Is Not The Elev: 2598.34' Q Pole G Intent Of These Plans To Show The Exact Location Of All Underground Utilities And rTm Signal Pole Structures. It Is The Responsibly Of The Contractor To Verify The Locations Of All Pole E L.L. " Sta: 63+44.1, Off: 64.5Lt Existing Utilities With The Respective Owners. Existing Utilities Damaged By The Combination Signal & Luminaire Pole Pole Height: 18' Contractor Shall Be Repaired At The Contractors Expense. Sta: 62+35.1, Off: 55.5'Lt 11 21 22 23 41P 42P o a Signal Mast Arm: 50' O 5. All Traffic Control Devices Shall Conform To The Latest Edition Of The Manual Of Pole Height: 35 To of Pole Foundation 51 41 42 43 61P 62P p Uniform Traffic Control Devices (MUTCD). Signal Most Arm: 55 W 40 Elev: 2598.80' Luminaire Most Arm: 15' O J 6. Information Shown On This Sheet Is Accurate Only For Traffic Signal Improvements. 71 61 62 63 81P Top of Pole Foundation w A Elev: 2598.10' S 1 0 w 41P 42P Existing Luminaire Pole H 7. Regulatory Signs Mounted On Traffic Signal Most Arms Are Incidental To The Traffic 81 Conc Curb CONNE ? T ffic Signal Installation And Are Not Paid For Separately. w \ ignal (D Light Post J,kn 23 Existing Pedestrian Signal 8. Contractor To Install Video Detection Cable From Cabinet To The Gridsmart Video = ---� -- -� 0&1 62P 43 � 51 21 Foc 22 2 Pole I Camera Location As Indicated On The Conduit Schedule. Install Gridsmart Video w w T fic I FOC ,3, e Camera In Location As Directed By ACHD. Contractor To Terminate Conductors In The sign mint_ A cn Button Field And Coil 10 Feet Of Cable In Cabinet For Termination By ACHD. ACHD To Furnish —S °° __ _ Sig _ I And Determine Location Of Gridsmart Video Camera, Orient The Camera, Establish The M A S T A R M SIGN SCHEDULE IDAI6��AWER Sign _ _ — I — Detection Zones And Calibrate The Entire System For Operation. ACHD Forces Must Be L - - 1 I P on Notified At Least 5 Working Days Prior To Installation. R ° I I� 4 IMWgb 0 9. Remove And Relocate Existing Pre-Emption Detector From Existing Signal Pole Mast 4 I U� UP I I _ _ _ _ _ _ <�� � Arm to Signal Pole G. Contractor Shall Orient Emergency Pre-Empt Detectors For Ol '� ' O2N ' on Fo oC A I 1 ao I I Optimal Visibility. Contact Charlie Butterfield (208-888-1234) With Meridian Fire Curb 42 I I ^ I I Department At Least 10 Working Days Prior To The Anticipated Pre-Emption I Equipment Installation. LSew ew T' 12" Sewer r64 12" SewerCl _a 1 W I n Lncb- S Linder Road 41 I I ` I I Sew 10. Contractor Shall Install CCTV Cable From Cabinet To The CCTV Camera Location On 1� I I� Pole A. Coil 10 Feet Of Cable At The End Of The CCTV Camera Mast Arm For SNS (W Franklin Rd) SNS (Linder Rd) ■ 1 I I I� Termination By ACHD Forces. ACHD To Furnish, Install And Orient The CCTV Camera. Sew 62—sew a 1o"I FM � 64 ACHD Forces Must Be Notified At Least 5 Working Days Prior To Installation. The 66"X30" 48"X30" N71 — I I Sew Existing CCTV Camera Must Remain In Operation During Construction. It May Be Disconnected For A Maximum Of 48 Hours On Weekends Only. III 11. Contractor Shall Retain And Protect Existing Traffic Signal Cabinet And Service O3A I S L I N D E R R D W I W W� Wv W W Asphalt N L I N D E R R D Pedestal And Signal Poles With Mounted Traffic Signal Equipment On Existing Poles A, V I I B, H & I, Unless Otherwise Noted. I 1 WV Wv �' 1 0 81 I E Remove And Salvage Existing Signal Poles, Mast Arms, Signal Heads, Signs, Luminaire 1 1 Fixtures, Video Detection Cameras And All Other Signal Equipment To ACHD Signal Lnctr F:u I I I N I o 4 Shop. Coordinate With Idaho Power For Power Clearance Requirements For Equipment SNS (Linder Rd) cur Curb And Workers When Removing Mast Arms. Remove And Dispose Of All Foundations, 1 I I c " R3-6R 1 �' I U Conduit, Cabling And Junction Boxes Unless Otherwise Noted. The Existing Traffic 48°°X30 30"X36" F c Fo 1 1 I �1 car, Signal Control For The Existing Linder Rd And Franklin Rd Intersection Shall Remain In • ••• c - G F c G Operation Until The New Traffic Signal Is Fully Operational, Item 1131.01.01.A2. 61P - - - - - - - — " AAs — /,� - - - - - Pole G., ig — 63 3 62 61 11 Fo R� 9 — ,Q Tr �fyf i Q_ a Sig — Sig ` Sig \ 10" ——— Pole D � 'c — Light Post Pedestrian Signal Pole- rr B tto Existing Controller Cabinet Sta: 62+35.8, Off: 47.8'Rt'u n A 81P ,� FOZ 9 e And Service Pedestal Conc Curb Pole Height: 12'= Top of Pole Foundation V) Existing Combination Signal Elev: 2598.12'D AA & Luminaire Pole A m- Existing Pedestrian Signal Pole C Pole B Combination Signal & Luminaire Pole Sta: 62+49.3, Off: 61.0'Rt -o I a P H A S E D I A G R A M Pole Height: 40 fi Q U Signal Mast Arm: 45' a -U Luminaire Most Arm: 15" � CCTV Mast Arm: 6" Top of Pole Foundation O I IMGas Elev: 2598.33' C) 4" iM as L \ U 01 05 IDAHO POWER U AERIAL — SPARK r Licht Pos1t Sign 1 1 02 'P- I � �� 06 TRAFFIC SIGNAL LEGEND i i I 21 Signal Head Number �A Project Note Number OSign Face Number 03 07 Aj Conduit Run Number Signal Pole With Luminaire, CCTV Camera Most Arm And Signal Heads Signal Head With Backplate Signal Controller Cabinet And Service Pedestal 0 20 40 i� 1!( Pedestrian Signal Head m Junction Box (Type S-40T/ADA) Scale: 1" = 20' 04 08 T Mast Arm Mounted Sign ® Junction Box (Type S-45T/ADA) WIN Gridsmart Video Detection Camera ————— Conduit Group ► Emergency Preempt Detector A • S H E E T T I T L E 1 4 Revisions: S I G NATU RES • Traffic Signal Plan ( Linder & Franklin) Jo 5 Design By: Precision Date: 06/2024 Drawn By: Precision Date: 06/2024 CO ON ACHD Ada Count Highway District . 3775 Adams Street, Garden City, Idaho, 83714 • 17 y g y www.achdidaho.org Project Number : 522038 Project Name : Linder Rd , Overland Rd To Franklin Rd Sheet 91 Of 101 CONDUIT AND CONDUCTOR SCHEDULE � / Pole F � � o I I / N O T E S z _J Pole G m CL 1. Refer To ACHD Standard Traffic Details (TS Series) For Construction Details And NO. CONDUIT CONDUCTORS " O Installation Requirements. Existing 2" RPC 2-12C, 1-5C, 1-#6 Bare (Vehicle & Ped) /� \ A 9 p Traffic 2. The Conduit Layout Shown Is Schematic. The Contractor Shall Maintain The 1000 Existing 2" RPC 2-12C, 1-5C, 1-#6 Bare (Vehicle & Ped) Pole E 30 \\�l \ 0 0 0O0 \ Existing Pole I Appropriate Clearance Between Adjacent Utilities. Existing 2" RPC 2-12C, 1-5C, 1-#6 Bare (Vehicle & Ped) \\ ��\ �\ 6 0 00 3. Ground The Traffic Signal And Illumination System In Accordance With The Current \ E ,�-, 8 Edition Of The NEC And The ACHD Traffic Supplemental Provisions. Existing 22L RPC 2-12C, 1-5C, 1-#6 Bare (Vehicle & Ped) 7 \\ \ / O FOC 26 4. Locations Of Existing Underground Structures And Utilities Such As Pipelines Conduits, F° FOC / Existing Pole H Cables, Etc. Shown On The Traffic Signal Plans Are Approximate Only. It Is Not The Existing 2" RPC 2-12C, 1-5C, 1-#6 Bare (Vehicle & Ped) 25 FOC /\ e „ FOC � Intent Of These Plans To Show The Exact Location Of All Underground Utilities And A Existing 2 RPC 2-12C, 1-5C, 1-#6 Bare (Vehicle & Ped) Tr f IC o �'� I Button Structures. It Is The Responsibly Of The Contractor To Verify The Locations Of All Existing 2" RPC 2-#6 THWN, 1-#6 THWN Ground E 000 o0o000 \ I Existing Utilities With The Respective Owners. Existing Utilities Damaged By The Contractor Shall Be Repaired At The Contractors Expense. New 2" RPC 2-12C, 1-5C, 1-#6 Bare (Vehicle & Ped) - —Sig Si I I A New 2" RPC 2-12C, 1-5C, 1-#6 Bare (Vehicle & Ped) 5 I I — — — ————f— —- —f f — I f 5 Information Shown On This Sheet Is Accurate Only For Traffic Signal Improvements Only. I y New 2" RPC 2-12C, 1-5C, 1-#6 Bare (Vehicle & Ped) I 24 I 6. Install 1-4C In The AGPS SPI Unit Located In The Pedestrian Signal Head To The 5 New 2" RPC Spare (Install Locate Wire) e 31 I I E 21 2 C Corresponding AGPS Push Button Assembly. 7. Install One Locate Wire (No. 12 Copper THWN, Green) In Each Conduit. Where Multiple ZL New 2" RPC 1-5C, 1-#6 Bare (Ped) Locate Wire Exists In The Junction Box, They Shall Be Bonded Together And Insulated. Poles E & F Area Conduit Layout z Cabinet/Poles G, H &, I Area Conduit Layout A Single Locate Wire Shall Be Installed To The Service Pedestal. All Locate Wire In New 2" RPC 2-12C, 1-#6 Bare (Ped) Not to Scale Not to Scale Cabinets And Junction Boxes Shall Be Labeled As "Locate Wire" And Insulated From J All Metallic Items And Ground Potential Sources, Incidental To Other Traffic Signal Bid Items. AExisting 2" RPC 1-5C, 1-#6 Bare (Ped) V � � � I � z �, w Q■ � ❑B Refer To Illumination And Interconnect Plan Sheets For Illumination And Interconnect Pole F ANew 2" RPC 2-12C, 1-#6 Bare (Vehicle & Ped) 10 Pole G Improvements. Luminaire Poles & Fixtures, All Conduit, Junction Boxes And Cabling To New 2" RPC Spare (Install Locate Wire) Q w � Be Paid For By Separate Bid Items. 9 'HER s I w E ❑C Intercept Existing Conduit With Proposed Conduit Existing 2" RPC 1-3C (Opticom) Pole E E \ afail Existing Pole I 20 Existing 2" RPC 1-COAX/5C (Gridsmart Video Detection) _ �kn ❑D Intercept Existing Junction Box With Proposed Conduit A 1-CAT5 (POE+) (CCTV) -�- a / \ \ FOC Existing Pole H ❑E Remove And Salvage Existing Video Detection Cameras And Cabling To ACHD Signal Tr fic FOC N Button Shop 21 Existing 2" RPC 1-3C (Opticom) —Sig _ _S• 00 I — I� F Remove And Salvage Existing CCTV Camera And Cabling To ACHD Signal Shop -- --f -- --f — ❑ Existing 2" RPC 1-COAX/5C (Gridsmart Video Detection) ICP t III �y�. G Coordinate With Communications Utility Company For Adjustment, Relocation, Or 22 1-CAT5 (POE+) (CCTV) a e I I ❑ Replacement Of Communications Antenna By Others. A II Existing 2" RPC Spare (Install Locate Wire) u� UP oC 00 New 2" RPC 1-COAX/5C (Gridsmart Video Detection) I I III A 1-CAT5 (POE+) (CCTV) ew 12" sew er 12" SewerNew 2 RPC Spare (Install Locate Wire) I I I sew New 2" RPC Spare (Install Locate Wire) I i N ry�S99s 24 New 2" RPC Spare (Install Locate Wire) iew- I e 10" FM II S LINDER RD- 25 New 2" RPC Spare (Install Locate Wire) i i I C 5 I 24 y E 21 III 2 26 New 2 RPC 1-3C (Opticom) w I w I wv wv w Asps w New 2" RPC 40 1-COAX/5C (Gridsmart Video Detection) I 31II o wV "" 27 New 2" RPC 1-CAT5 (POE+) (CCTV) col I I L III � o II 30 New 2" RPC 2-#6 THWN, 1-#6 THWN Ground Ili N C I I � Fo I I 1 I � \I New 2" RPC 2-#6 THWN, 1-#6 THWN Ground • ••• C c F C 3 \ E EA New 2" RPC Spare (Install Locate Wire) a — — — — — — — — — — — — r — — — — — — — "�`� S— — \ / Existing Controller Cabinet ° — Tr ffi And Service Pedestal g — —si ` I 22 E F Sig a / Pole D C —\ E Irr B tto Existing Pole A Monument ox � n FOZ FOZ in \ e N 3 Pole C �' Existing Pole B CO I 5 E V21 2 31 I I I 24 � I I I I I Q) I I LO I I 1 �c 00 000 I FOC C FOC 000 000 3 c c 3 Id z 30 G _ - - - - — — — — — - - - - — — I L E p / 22 E F N f0 22 E F \ Existing Controller Cabinet ,� 23 Troff i And Service Pedestal g Pole D �6 `� 27 Sigl aI — P o _0 \ 0 Irr E G 20 E 30 B tt0 t O X 7 n FOZ 0 NP E en xisting Pole A Fo FOZ P e o 20' 40' Pole C Existing Pole B Scale: 1" = 20' Poles C & D Area Conduit Layout Poles A & B Area Conduit Layout A Not to Scale Not to Scale 01 • S H E E T T I T L E 1 4 Revisions: S I G N A T U R E S • Traffic Signal Details ( Linder & Franklin) Jo 5 Design By: Precision Date: 06/2024 Drawn By: Precision Date: 06/2024 CO ON ACFW Ada Count Highway District . 3775 Adams Street, Garden City, Idaho, 83714 • ;�� � y g y www.achdidaho.org Project Number : 522038 Project Name : Linder Rd , Overland Rd To Franklin Rd Sheet 92 Of 101 N O T E S Existing 15' Luminaire Most Arm Remove Existing Video 1. The Contractor Shall Verify And Check All Dimensions And Details Shown On The Detection Camera Drawings Prior To The Start Of Construction. Any Discrepancies Shall Be Immediately Brought To The Attention Of The Engineer For Clarification. Existing Signal Mast Arm Length = 55' 2. Refer To ACHD Standard Traffic Details (TS Series) For Construction Details And 0 1 0, Remove Existing Installation Requirements. FR- R3-5R Sign & Install R3-6R 3. Ground The Traffic Signal And Illumination System In Accordance With The Current FY— Edition Of The NEC And The ACHD Traffic Supplemental Provisions. ® O OY 1300 1500 4. All Traffic Control Devices Shall Conform To The Latest Edition Of The Manual Of �G G W Fai�in Ri Uniform Traffic Control Devices (MUTCD). 5. Information Shown On This Sheet Is Accurate Only For Traffic Signal Improvements. 81 R3-6R O ® 6. Regulatory Signs Mounted On Traffic Signal Mast Arms Are Incidental To The Traffic 30" x 36 4 O Signal Installation And Are Not Paid For Separately. Y © 7. Dimensions Shown On The Signal Mast Arms Are Accurate For The Pole Locations Shown On The Plan Sheets Only. If The Poles Are Located Differently, Most Arm Lengths And Signal Head And Sign Locations May Change. v � � J = 0 8. Contractor To Install Video Detection Cable From Cabinet To The Gridsmart Video Camera Location As Indicated On The Conduit Schedule. Install Gridsmart Video Camera In Location As Directed By ACHD. Contractor To Terminate Conductors In The Field And Coil 10 Feet Of Cable In Cabinet For Termination By ACHD. ACHD To Furnish And Determine Location Of Gridsmart Video Camera, Orient The Camera, Establish The > Detection Zones And Calibrate The Entire System For Operation. ACHD Forces Must Be Notified At Least 5 Working Days Prior To Installation. 9. Remove And Relocate Existing Pre—Emption Detector From Existing Signal Pole Mast Arm to Signal Pole G. Contractor Shall Orient Emergency Pre—Empt Detectors For Optimal Visibility. Contact Charlie Butterfield (208-888-1234) With Meridian Fire Department At Least 10 Working Days Prior To The Anticipated Pre—Emption Equipment Northbound Installation. Approach 10. Contractor Shall Install CCTV Cable From Cabinet To The CCTV Camera Location On Pole A. Coil 10 Feet Of Cable At The End Of The CCTV Camera Mast Arm For Termination By ACHD Forces. ACHD To Furnish, Install And Orient The CCTV Camera. ACHD Forces Must Be Notified At Least 5 Working Days Prior To Installation. The Existing CCTV Camera Must Remain In Operation During Construction. It May Be Existing Combination Signal & Luminaire Pole A Disconnected For A Maximum Of 48 Hours On Weekends Only. Not to Scale 11. Install 1-4C In The AGPS SPI Unit Located In The Pedestrian Signal Head To The Corresponding AGPS Push Button Assembly. 12. Contractor Shall Retain And Protect Existing Traffic Signal Cabinet And Service Pedestal And Signal Poles With Mounted Traffic Signal Equipment On Existing Poles A, B, H & I, Unless Otherwise Noted. 6.0' CCTV Mast Arm CCTV Camera, Refer To Note 10 15' Luminaire Mast Arm Gridsmart Video Detection Camera, Refer To Note 8 Signal Mast Arm Length = 45' 12.0' 12.0' 2.0' Min. FY ® PG O 10ON 'DOS G Lam" Ri 0 0 11 61 62 48 SNS30 O R 0 63 Y Ln a� G v J v L 0 c 0 c _ = J = J � J � N CT N O Cn O Z 7 to 06 L L W N U U UW CD U > U O O N L j O O APS Pushbutton APS Pushbutton 0 00 0 C6 Eastbound Approach LO Combination Signal & Luminaire Pole C Pedestrian Signal Pole D Not to Scale Not to Scale NOT FOR • S H E E T T I T L E • Revisions: • S I G N A T U RES • Design By: Precision Date: 06/2024 Drawn By: Precision Date: 06/2024 Traffic Signal Details ( Linder & Franklin) CONSTRUCTION ACFW Ada Count Highway District . 3775 Adams Street, Garden City, Idaho, 83714 0 ;�� � y g y www.achdidaho.org Project Number : 522038 Project Name : Linder Rd , Overland Rd To Franklin Rd Sheet 93 Of 101 N O T E S 15' Luminaire Most Arm 1. The Contractor Shall Verify And Check All Dimensions And Details Shown On The Drawings Prior To The Start Of Construction. Any Discrepancies Shall Be Immediately Brought To The Attention Of The Engineer For Clarification. 2. Refer To ACHD Standard Traffic Details (TS Series) For Construction Details And Installation Requirements. 3. Ground The Traffic Signal And Illumination System In Accordance With The Current Edition Of The NEC And The ACHD Traffic Supplemental Provisions. 4. All Traffic Control Devices Shall Conform To The Latest Edition Of The Manual Of Uniform Traffic Control Devices (MUTCD). Signal Mast Arm Length = 55' 5. Information Shown On This Sheet Is Accurate Only For Traffic Signal Improvements. 6. Regulatory Signs Mounted On Traffic Signal Mast Arms Are Incidental To The Traffic 11.0' 11.0' 14.0' Signal Installation And Are Not Paid For Separately. 1.0' 7. Dimensions Shown On The Signal Mast Arms Are Accurate For The Pole Locations Shown On The Plan Sheets Only. If The Poles Are Located Differently, Most Arm Lengths And Signal Head And Sign Locations May Change. lop FY Q Q 1500 13DO 8. Contractor To Install Video Detection Cable From Cabinet To The Gridsmart Video W �in Ri Camera Location As Indicated On The Conduit Schedule. Install Gridsmart Video Camera QG In Location As Directed By ACHD. Contractor To Terminate Conductors In The Field And Coil 10 Feet Of Cable In Cabinet For Termination By ACHD. ACHD To Furnish And Determine Location Of Gridsmart Video Camera, Orient The Camera, Establish The Detection Zones And Calibrate The Entire System For Operation. ACHD Forces Must Be 71 41 42 R3-6R O SNS O ® Notified At Least 5 Working Days Prior To Installation. 30" x 36" 66" x 30" 43 OY M 9. Remove And Relocate Existing Pre—Emption Detector From Existing Signal Pole Mast J G Arm to Signal Pole G. Contractor Shall Orient Emergency Pre—Empt Detectors For Optimal Visibility. Contact Charlie Butterfield (208-888-1234) With Meridian Fire a L o o Department At Least 10 Working Days Prior To The Anticipated Pre—Emption Equipment Installation. a o 0 0 o O 41P J 10. Contractor Shall Install CCTV Cable From Cabinet To The CCTV Camera Location On "' o Pole A. Coil 10 Feet Of Cable At The End Of The CCTV Camera Mast Arm For °O Termination By ACHD Forces. ACHD To Furnish, Install And Orient The CCTV Camera. o o ACHD Forces Must Be Notified At Least 5 Working Days Prior To Installation. The O Existing CCTV Camera Must Remain In Operation During Construction. It May Be 0 o Disconnected For A Maximum Of 48 Hours On Weekends Only. APS Pushbutton o APS Pushbutton 11. Install 1-4C In The AGPS SPI Unit Located In The Pedestrian Signal Head To The 06 Corresponding AGPS Push Button Assembly. C. 06 17 0 12. Contractor Shall Retain And Protect Existing Traffic Signal Cabinet And Service Pedestal pproach A S And Signal Poles With Mounted Traffic Signal Equipment On Existing Poles A, B, H & I, Approach 11, Unless Otherwise Noted. Combination Signal & Luminaire Pole E Pedestrian Signal Pole F Not to Scale Not to Scale Emergency Pre—Empt Detectors, Refer To Note 9 Signal Mast Arm Length = 50' 1.5' 11.0'— 11.0' 11.0' �Y— R R Y Y 1005 'DON O G G LnjT R r::==- 51 21 22 48 S x 30 O R 23 Y J G N N 0 6 0 0 C J C L C L N U N N O U ;' U 42P 00 > U O O L C Q APS Pushbutton C. Westbound Approach in rri Combination Signal & Luminaire Pole G Not to Scale �s AFLO NG o-�' r- • S H E E T T I T L E • Revisions: S I G N A T U RES • Design By: Precision Date: 06/2024 Drawn By: Precision Date: 06/2024 Traffic Signal Details ( Linder & Franklin) -' CONSTRUCTION ACFW Ada Count Highway District . 3775 Adams Street, Garden City, Idaho, 83714 • ;�� � y g y www.achdidaho.org Project Number : 522038 Project Name : Linder Rd , Overland Rd To Franklin Rd Sheet 94 Of 101 TRAFFIC SIGNAL MATERIALS Pole Pole Type Signal Luminaire Signal Mounting Location Signal Mounting Most Arm Signs Foundation Mast Arm (Signal Head No.) Brackets See TS-1110 Existing Combination Existing SNS Pole A Signal And Luminaire Pole 55' 15' Mast Arm 14.0 Existing Existing � g From End (81) Astro Bracket R3-6R (30"06") Existing Pole Height: 25' Existing Pedestrian Signal Pole B Pole N/A N/A N/A N/A N/A Existing Pole Height: 12' Combination Signal And 0.0' From End (11) Astro Bracket Pole C Luminaire Pole 45' 15' Mast Arm 12.0' From End (61) Astro Bracket SNS (48"00") "100N 100S" Pole Height: 40' 133 Watt LED Fixture 24.0 From End (62) Astro Bracket "Linder Rd" D Pole Mounted (63) Pole D Pedestrian Signal Pole N/A N/A N/A N/A N/A A Pole Height: 12 0.0' From End (71) Astro Bracket Combination Signal And SNS (66"x30") "1500 1600" 15 Most Arm 11.0 From End (41) Astro Bracket " " Pole E Luminaire Pole 55 133 Watt LED Fixture 22.0' From End (42) Astro Bracket x36 W Franklin Rd F Pole Height: 35 R3-6R (30 ) Pole Mounted (43) Pole F Pedestrian Signal Pole N/A N/A N/A N/A N/A A Pole Height: 12 1.5' From End (51) Astro Bracket Pole G Signal Pole 50' N/A 12.5' From End (21) Astro Bracket SNS (48"x30") "100S 100N" F Pole Height: 18' 23.5' From End (22) Astro Bracket "Linder Rd" Pole Mounted (23) Existing Luminaire Pole Existing Pole H Pole Height: 30' N/A 15' Most Arm N/A N/A N/A Existing Existing Pedestrian Signal Pole I Pole N/A N/A N/A N/A N/A Existing Pole Height: 12' Note: The Backfill For The Pole Foundations Shall Be Controlled Density Fill �s�AFO NG • S H E E T T I T L E • Revisions: • S I G NATU RES • Design By: Precision Date: 06/2024 Drawn By: Precision Date: 06/2024 Traffic Signal Details ( Linder & Franklin) CONSTRUCTION ACFW Ada Count Highway District . 3775 Adams Street, Garden City, Idaho, 83714 • ;�� � y g y www.achdidaho.org Project Number : 522038 Project Name : Linder Rd , Overland Rd To Franklin Rd Sheet 95 Of 101 SIGNAL HEAD IIISCHEDULE N O T E S W Z 1. Refer To ACHD Standard Traffic Details (TS Series) For Construction Details And 16" Pedestrian \ I w I Q I I \\ Installation Requirements. RR Countdown Head 2 Pole B 2. The Contractor Shall Verify And Check All Dimensions And Details Shown On The \ rn I Pedestrian Push Button Pole Drawings Prior To The Start Of Construction. Any Discrepancies Shall Be Immediately I� J3 00 lL)4"PIRR Sta: 36+75, Off: 33.5'Lt r Brought To The Attention Of The Engineer For Clarification. 1 FY !! N I Q FT Pole Height: Foundation 3. Ground The PHB Signal And Illumination System In Accordance With The Current 1� I o I =_ 9 Y Top of Pole Foundation Edition Of The NEC And The ACHD Traffic Supplemental Provisions. / Elev: 2594.34' .� Center of Controller Cabinet And Pole A I 4. The Locations Of The PHB Signal Cabinet, Service Pedestal And PHB Signal Poles 41 42 43 21P 22P o I a Service Pedestal Foundation Si nal Pole a Asphalt Foundations Shall Be Field Verified By ACHD Prior To Installation. ACHD Forces Must N Naztec Type 5 Slgnal Cabinet g Be Notified At Least Two Working Days Prior To Installation. 81 82 83 — x Q o Sta: 36+81, Off: 46.5 Lt Sta: 36+72.7, Off: 45.9 Lt Fence \/ -Pole Height: 18 ,p�� * P - 5. Locations Of Existing Underground Structures And Utilities Such As Pipelines Conduits, 0 Mast Arm: 35 ® Cables, Etc. Shown On The Traffic Signal Plans Are Approximate Only. It Is Not The a- a A Gr ss Top of Pole Foundation o Grass 6° 6" Cc 6„ Intent Of These Plans To Show The Exact Location Of All Underground Utilities And Elev: 2594.65 Structures. It Is The Responsibly Of The Contractor To Verify The Locations Of All Light P — �P E_ �— — o — �� P Existing Utilities With The Respective Owners. Existing Utilities Damaged By The :ic x ^' Contractor Shall Be Repaired At The Contractors Expense. � 21P M A S T A R M SIGN SCHEDULE U I I 43 B K 6. All Traffic Control Devices Shall Conform To The Latest Edition Of The Manual Of �ire H dr N Uniform Traffic Control Devices (MUTCD). i g Si Sig Sig g S a — i Sig w 2 7. Information Shown On This Sheet Is Accurate Only For PHB Signal Improvements. CROSSWALKzo �+ Sig N util STOP STOP x — — P— 12" M Po eer off 42 �Ha �� awer 8. Regulatory Signs Mounted On PHB Signal Mast Arms Are Incidental To The PHB Signal o e Installation And Are Not Paid For Separately. ON FLASHING FOC tp ON RED RED# FOC M 1 EP FOC — EP �� EP FOC EP F • HEN PROCEED — Q I I L I N D E R ROAD 9. Refer To The Signing And Pavement Marking Plans For Additional Roadside Mounted IF CLEAR �N 12„ 41 1 Signs Related To The Installation Of The PHB Signal. S1-1 (FYG) R10-23 (MOD) 36 1 a .............. -37 FOC FOC 387F0C I FOC 10. Pedestrian Push Button Extension Arm Shall Be Installed When The Maximum Distance 48"X48" 36"X48" — — — —� From Face Of Curb Or Back Of Pedestrian Ramp And Pedestrian Push Button Is s" s sew s se er Greater Than 10 Inches At Any Location. Pedestrian Push Button With Extension Not 00000000000000 � wv wv To Obstruct Pedestrian Walking Path. W 1 112" PVC W 12" PVC Asphalt w �r 81 I G G If Indicated On The Plans Or Directed By ACHD, The Contractor Shall Install A FP n e� 1 I I Curb Curb Curb Three—Wire Electrical Service To Be Used At 120/240 Volts, Single Phase, 60 Hertz EP AC Between The Power Supply And The Service Cabinet. The Contractor Shall Install A R p 82 I I one one � c nc Junction Box A Maximum Of Two (2) Feet From The Power Supply. The Distance From 2 The Power Source To The Service Cabinet Shall Not Exceed 300' Without Approval T R A F F I C S I G N A L L E G E N D From The ACHD Signal Coordinator. The Contractor Shall Coordinate With Idaho Power ee ra Sig —si — For The Power Connection Location. The District Shall Be Responsible For All Idaho 48 Sig Sig o Power Fees Related To Power Supply And Connection. The Contractor Shall Have Idaho 21 Signal Head Number — B G K Oc _ 83 I I _ _ _ Power Submit Paperwork To The ACHD Utility Coordinator For The Connection A 22P s bd i n Minimum Of Sixty (60) Working Days Prior To Activating The New Power Supply. The RA Project Note Number _ — Contractor Shall Be Responsible For All Electrical Permit Fees. T/d R/W �, RAW Pole C— Pole D _ �B Refer To Illumination And Interconnect Plan Sheets For Illumination And Interconnect R Sign Face Number 24" ® Signal Pole' w Pedestrian Push Button Pole' Improvements. Luminaire Poles & Fixtures, Conduit, Junction Boxes And Cabling To Be Sta: 36+81, Off: 46.5 Rt > w 24" Paid For By Separate Bid Items. AConduit Run Number Sta: 36+87, Off: 33.5 Rt 1 Pole Height: 18 w 24" Most Arm: 35' Pole Height: 4'—10" � o � �K Refer To School Zone Flasher Signal Plan & Details For Signal Conduit And Conductor V Top of Pole Foundation Scheduling. o �, o Top of Pole Foundation , Signal Pole, Mast Arm And x Signal Heads ® Junction Box (Type S45T/ADA) Q Elev: 2597.94 Elev: 2594.37 Junction Box (Type S45T/ADA) CD crass �, o Signal Head With Backplate With Rlser — — — — — — — A�� —0— �� \ Pedestrian Signal Head Signal Controller Cabinet And \���� �_ T Most Arm Mounted Sign Service Pedestal I r 1.w Conduit Group $1� DRAIN Exist. Building c \ \ m Junction Box (Type S40T/ADA) boost �\ xist. Building ri Q PHASE DIAGRAM Signal Most Arm Length = 35' Signal Most Arm Length = 35' 5.5' Min. 5.5'�� �2.0' Min. APS Pushbutton RR R • R R ( CROSSWALK R R • R R CROSSWALK STOP STOP O Y ON RED GNRG LASHING Y Y ON O D DNFLASHING � 01 N O t N O t r • HEF CLEAR ED • HEF CLEARED Used Used `'J1 0 41 4 1 R 42 R1062 X (8" 8" X 48"R 81 41 R 82 R136 2 X (4 8» X 48" " O2 i I 11.0' 43 R R 11.0' 83 R R M Y Y v v a 0 Not C) � �' = o Used in � `� J �, Pedestrian Push Button Poles B & D (n O a (n 21 P C6 U5 O a� a (n 22P C6 a`) a> co v W o cYn v Not to Scale U U L .� C W C L C W C L U CDU O C) > CDU O Q C) CD O Not Not o 0 03 Used Used 07 Southbound Northbound Approach Approach 0 20' 40' Signal Pole A Signal Pole C Scale: 1" = 20' Not to Scale Not to Scale 04 � � 08 A ON 11111111 • S H E E T T I T L E 1 4 Revisions: • S I G NATU RES • Jo 5 Design By: Precision Date: 06/2024 Drawn By: Precision Date: 06/2024 Pedestrian Hybrid Beacon (Waltman) CO ON �� Ada Count H hwa District . 3775 Adams Street, Garden City, Idaho, 83714 0 ;� A � y Highway www.achdidaho.org Project Number : 522038 Project Name : Linder Rd , Overland Rd To Franklin Rd Sheet 96 Of 101 CONDUIT AND CONDUCTOR SCHEDULE N O T E S 1. Refer To ACHD Standard Traffic Details (TS Series) For Construction Details And NO. CONDUIT CONDUCTORS I of I '� I Installation Requirements. 2" RPC 3-3/0 Copper Or 3-4/0 Aluminum (200A Services) / I > C 2. The Conduit Layout Shown Is Schematic. The Contractor Shall Maintain The z1 I Appropriate Clearance Between Adjacent Utilities. 2" RPC 2-#6, 1-#6 Bare (Signal Cabinet Service) / a I 8:< s bd Controller Cabinet and Asphalt 3. Ground PHB Signal And Illumination System In Accordance With The Current Edition Of x a oG SI in \ Service Pedestal L The NEC And The ACHD Traffic Supplemental Provisions. " 1-#6 Bare (Vehicle And Ped) O �- s' Vinyl Fence 2 RPC 2-12C, �� P/ — A3 2" RPC Spare Install Locate Wire �, J — — —�' — 4. Locations Of Existing Underground Structures And Utilities Such As Pipelines Conduits, P ( ) Q Pole A, ® Cables, Etc. Shown On The Traffic Signal Plans Are Approximate Only. It Is Not The 2" RPC Spare (Install Locate Wire) w ? s" A toss s" crass 6.. 6,. s°' Intent Of These Plans To Show The Exact Location Of All Underground Utilities And o ° Light W W w W W W ° Structures. It Is The Responsibility Of The Contractor To Verify The Locations Of All 2" RPC 1-12C, 1-4C, 1-#6 Bare (Vehicle And Ped) x N P L — P L — P Existing Utilities With The Respective Owners. Existing Utilities Damaged By The Contractor Shall Be Repaired At The Contractors Expense. 2" RPC 1-4C, 1-#6 Bare (Ped) — o ire I I \ Pole B B 5. Information Shown On This Sheet Is Accurate Only For PHB Improvements Only. xH dr N i g Si Si Sig — 2" RPC 1-12C, 1-#6 Bare (Vehicle And Ped) 5 W — — Sig ' ' 6. Install 1-4C In The AGPS SPI Unit Located In The Pedestrian Signal Head To The 2" RPC Spare (Install Locate Wire) �zt:A-YO + ao I I utii Corresponding AGPS Push Button Assembly. x x x � Sig N Power ow 2" ,^� o e off C nHP oeer 7. Install One Locate Wire (No. 12 Copper THWN, Green) In Each Conduit. Where Multiple 2 RPC Spare (Install Locate Wire) Foc �+ - EP_ Foc EP —FOB EP Foc EP p Locate Wire Exists In The Junction Box, They Shall Be Bonded Together And Insulated. A03 2" RPC Spare (Install Locate Wire) Foc �i A Single Locate Wire Shall Be Installed To The Service Pedestal. All Locate Wire In 2" RPC Spare (Install Locate Wire) — FID EP L I N D E R ROAD Cabinets And Junction Boxes Shall Be Labeled As "Locate Wire" And Insulated From �N 2" — — — -� All Metallic Items And Ground Potential Sources, Incidental To Other Traffic Signal Bid Items. 31 2" RPC Spare (Install Locate Wire) y 36 a -37 F C — Foc - Foc Foc 00000s o00o Sew s SeWer —� If Indicated On The Plans Or Directed By ACHD, The Contractor Shall Install A ff/2" RPC Spare (Install Locate Wire) 0 6 - Three-wire Electrical Service To Be Used At 120/240 Volts, Single Phase, 60 Hertz 32 IEl As Wait wv wv AC Between The Power Supply And The Service Cabinet. The Contractor Shall Install A A 2" RPC Spare (Install Locate Wire) —w w �i12" PVc w 12" PVC w Junction Box A Maximum Of Two (2) Feet From The Power Supply. The Distance From G G G The Power Source To The Service Cabinet Shall Not Exceed 300' Without Approval 2" RPC Spare (Install Locate Wire) �� EP n e I I cum Curb Curb — From The ACHD Signal Coordinator. The Contractor Shall Coordinate With Idaho Power A 2" RPC Spare (Install Locate Wire) R p I I one 4;" For The Power Connection Location. The District Shall Be Responsible For All Idaho Afl K U) P Power Fees Related To Power Supply And Connection. The Contractor Shall Have Idaho Power Submit Paperwork To The ACHD Utility Coordinator For The Connection A 0o ra ig — —Si — Minimum Of Sixty (60) Working Days Prior To Activating The New Power Supply. The Si Si Contractor Shall Be Responsible For All Electrical Permit Fees. FOC 48 I\I ° oc — Pole D — �B Refer To Illumination And Interconnect Plan Sheets For Illumination And Interconnect s bd i n Improvements. Luminaire Poles & Fixtures, Conduit, Junction Boxes And Cabling To Be l/d W Paid For By Separate Bid Items. -Pole C 24" 24 -2U — �K Refer To School Zone Flasher Signal Plan & Details For Signal Conduit And Conductor 24 Scheduling. 0 4 6' Vin I ence 0, x U W 4> � Q I-------r- A _T ° � � x r Q 3 j— � Grass � 7 � U' O V 14 r. I 1IL n F" Controller Cabinet and I S 6" Service Pedestal Pole A o —G 32 G G fight A 2 4 \ I CUr_7 Curb — P/L — L P/L — — - nc one Conic 1 30 40 I I \ 3 ° 5 K B °° 31 I I I I ras 000 000 I I o00 00 Sly — —Sig S' I— Slg Pole B,__Sig — i i g g Sig �S i I —Isig o0000000 000000. Sig — K I \ I Pole D B 00000000 0000000 00000000 0000000 5 I I 6 � 4 Power V — O e oHP Foc I I �P oC °HFOC t/V1t — = �R/tN R/V — EP EPA EP FOC EP EP I EP FOC 31 y R >> Pole C 24 2 U II \ Signal Cabinet and Pole A/B Area Conduit Layout Pole C/D Area Conduit Layout SCALE: NTS SCALE: NTS TRAFFIC SIGNAL MATERIALS SIGNAL MAST SIGNAL MOUNTING LOCATION SIGNAL MOUNTING FOUNDATION POLE POLE TYPE ARM LUMINAIRE (SIGNAL HEAD NO.) BRACKETS MAST ARM SIGNS SEE TS-1110 0.0' From End (41) Astro Bracket Signal Pole S1-1 (FYG) (48"x48") Pole A Pole Height: 18' 35' N/A 11.0' From End (42) Astro Bracket R10-23 (MOD) (36"x48") D Pole Mounted (43)Pole B - Pedestrian Push Button Pole N/A N/A N/A N/A N/A E Pole Height: 4 10 0.0' From End (81) Astro Bracket 0 20' 40' Signal Pole S1-1 (FYG) (48 x48 ) Pole C Pole Height: 18' 35' N/A 11.0' From End (82) Astro Bracket R10-23 (MOD) (36"x48") D Pole Mounted (83) - Scale: 1" = 20' Pole D Pedestrian Push Button Pole N/A N/A N/A N/A N/A E Pole Height: 4-10 Note: The Backfill For The Pole Foundations Shall Be Controlled Density Fill �gS A Q, �4;10 • S H E E T T I T L E 1 4 Revisions: S I G N A T U RES • Pedestrian Hybrid Beacon (Waltman) Jo 5 Design By: Precision Date: 06/2024 Drawn By: Precision Date: 06/2024 CO ON ACFW Ada Count Highway District . 3775 Adams Street, Garden City, Idaho, 83714 • ;�� � y g y www.achdidaho.org Project Number : 522038 Project Name : Linder Rd , Overland Rd To Franklin Rd Sheet 97 Of 101 SIGNAL HEAD SCHEDULE N O T E S 1. Refer To ACHD Standard Traffic Details (TS Series) For Construction Details And " �� �� Pole A II III I Exist. Building Installation Requirements. 16 Pedestrian R R Countdown Head �� �v �v Pedestrian Push Buttonole Pole Gras Signal Pole 0 2. The Contractor Shall Verify And Check All Dimensions And Details Shown On The x Sta: 54+08.7, Off: 54.1'Lt \ Drawings Prior To The Start Of Construction. Any Discrepancies Shall Be Immediately Sta: 54+04.4, Off: 40.0 Lt x Pole Height: 18 o ° \\ �� \ V� Brought To The Attention Of The Engineer For Clarification. Pole Height: 4'-10" Y �� To of Pole Foundation Most Arm: 45 �, p Elev: 2591.46' x Top of Pole Foundation �: Q " w 3. Ground The PHB Signal And Illumination System In Accordance With The Current Elev: 2592.17' o I Edition Of The NEC And The ACHD Traffic Supplemental Provisions. ° oCenter of Controller Cabinet And I w \ 4. The Locations Of The PHB Signal Cabinet, Service Pedestal And PHB Signal Poles 41 42 43 21P 22P Service Pedestal Foundation 6"Pvc Light iR s RC 'FRR S RC P o Foundations Shall Be Field Verified By ACHD Prior To Installation. ACHD Forces Must — — Naztec Type 5 Signal Cabinet- — — T — — — — Be Notified At Least Two Working Days Prior To Installation. 81 82 83 — �O ) I— — x x — _— — — —� —�——— _ Sta: 53+99.6, Off: 51.6 Ltd Fenc _ __ — —— — 5. Locations Of Existing Underground Structures And Utilities Such As Pipelines Conduits, 18„ 30„ 4 A 12"Pvc 2„ 12"P c k* 14" Cables, Etc. Shown O p n The Traffic Signal Plans Are Approximate Only. It Is Not The 2 w n O Intent Of These Plans To Show The Exact Location Of All Underground Utilities And O W W w W 21P Structures. It Is The Responsibly Of The Contractor To Verify The Locations Of All °wa & Existing Utilities With The Respective Owners. Existing Utilities Damaged By The — — w 43 U, Contractor Shall Be Repaired At The Contractors Expense. B oo M A S T A R M S I G N SCHEDULE nc 6. All Traffic Control Devices Shall Conform To The Latest Edition Of The Manual Of —Sig Sig — Sig — Uniform Traffic Control Devices (MUTCD). Sig — — —Sig — ig 2 Si 4 7. Information Shown On This Sheet Is Accurate Only For PHB Signal Improvements. I Inooved a- HP O O Unpaved CROSSWALK CHCHIPOHP CHIP HIP a � I 42 R.SEW MN 8. Regulatory Signs Mounted On PHB Signal Mast Arms Are Incidental To The PHB Signal STOP STOP Post I I Installation And Are Not Paid For Separately. ON FLASHING ON RED RED FOC — FOC FOC — 1 FOC FOC • HEN PROCEED EP L I N D E R ROAD EP EP EP I 41 EP EP EP 9. Refer To The Signing And Pavement Marking Plans For Additional Roadside Mounted IF 0 Se 4" FM Signs Related To The Installation Of The PHB Signal. ew R10-23 (MOD) 53 54 0 55 10. Pedestrian Push Button Extension Arm Shall Be Installed When The Maximum Distance W11-15 36"X48" W — __0 — 9 From Face Of Curb Or Back Of Pedestrian Ramp And Pedestrian Push Button Is 48"X48" O — Greater Than 10 Inches At Any Location. Pedestrian Push Button With Extension Not si To Obstruct Pedestrian Walking Path. G G G G I 81 Wv G If Indicated On The Plans Or Directed By ACHD, The Contractor Shall Install A Oc Foc —F 1 0 w-1o" PVC _ Three-Wire Electrical Service To Be Used At 120/240 Volts, Single Phase, 60 Hertz Inlet o12„ FOC �C Cur `-- AC Between The Power Supply And The Service Cabinet. The Contractor Shall Install A 82 I Con I Junction Box A Maximum Of Two (2) Feet From The Power Supply. The Distance From The Power Source To The Service Cabinet Shall Not Exceed 300' Without Approval TRAFFIC SIGNAL L E G E N D _ From The ACHD Signal Coordinator. The Contractor Shall Coordinate With Idaho Power n —Sig For The Power Connection Location. The District Shall Be Responsible For All Idaho ig ----Si —Sig PRv Power Fees Related To Power Supply And Connection. The Contractor Shall Have Idaho 21 Signal Head Number _ — _ _ _ 22P Grass�H D— Power Submit Paperwork To The ACHD Utility Coordinator For The Connection A ,8 �2 000 CON COVER 1, Minimum Of Sixty (60) Working Days Prior To Activating The New Power Supply. The B 83 sud Si _ Contractor Shall Be Responsible For All Electrical Permit Fees. FAProject Note Number - _ ° i n \1 Sin Face Number 16" R/iy .ff ! �B Refer To Illumination And Interconnect Plan Sheets For Illumination And Interconnect 9 Pole C � Improvements. Luminaire Poles & Fixtures, Conduit, Junction Boxes And Cabling To Be Conduit Run Number ® I Signal Pole, W y2 0 2 W 2� oar F Paid For By Separate Bid Items. A Sta: 54+04.7, Off: 40.0'Rt w W I Q W x dar x Fenc x x ' x x x x — Pole Height: 18' Sign 6' Ce _ Mast Arm: 30' 0 c, O Mast Arm And Signal Pole, To of Pole Foundation '� x Si nal Heads ® Junction Box (Type S45T/ADA) o o p g Junction Box (Type S45T ADA — x Elev: 2591.59' Q �� Signal Head With Backplate ■ ( � / ) ` LV With Rlser X Pedestrian Signal Head = Signal Controller Cabinet And z Conc T Most Arm Mounted Sign Service Pedestal �� ° W� O Driveway � x� � � Conduit Group ��� �- Exist. Building m Junction Box (Type S40T/ADA) �r \ PHASE DIAGRAM Signal Most Arm Length = 45' Signal Most Arm Length = 30' 2.0'-1 F 5.5'� 2.0' Min. 1.0'I �5.5'� 2.0' Min. APS Pushbutton ® R ® R CROSSWALK R R M�R R CROSSWALK STOP STOP ON FLASHING • STOP STOP Y Y ON RED RED ON FLASHING • HEN PROCEED Y OY ON RED RED Not Not CLEAR • HEF CLE REED 01 Used Used 0 41 W11-15 1 42 R10l23 (MOD) 2 W11-15 R10-23 MOD \ 48 X 48 \ \ 36 X 48 O \ 48 X 48 \ \ 36 X 48 )O 81 •� 1 82 2 � 11.0' 43 ® R 11.0' 83 ® R Y Y o � o _0 c c c 02 I Not 06 C) Used L L L a in 0 0 0 i N a J Pedestrian Push Button Pole B L L 06 (/) c '� a C/7 c 00 U U N U N N N Not to Scale U p U N j N O O U O U U O APS Pushbutton Not Not o o 03 Used Used 07 Southbound 06 Northbound 06 Approach Approach LO 0 20' 40' Signal Pole A Signal Pole C Scale: 1" = 20' Not to Scale Not to Scale 04 08 A • S H E E T T I T L E 1 4 Revisions: S I G N A T U RES • Pedestrian Hybrid Beacon (Greenhead) Jo 5 Design By: Precision Date: 06/2024 Drawn By: Precision Date: 06/2024 CO ON ACHD Ada Count Highway District . 3775 Adams Street, Garden City, Idaho, 83714 • 17 y g y www.achdidaho.org Project Number : 522038 Project Name : Linder Rd , Overland Rd To Franklin Rd Sheet 98 Of 01 CONDUIT AND CONDUCTOR SCHEDULE N O T E S 1. Refer To ACHD Standard Traffic Details (TS Series) For Construction Details And NO. CONDUIT CONDUCTORS o � Q Installation Requirements. \ 2 RPC 3-3/0 Copper Or 3-4/0 Aluminum (200A Services) 1 o \ \\\ \ 2. The Conduit Layout Shown Is Schematic. The Contractor Shall Maintain The Controller Cabinet and C \ \ \ Appropriate Clearance Between Adjacent Utilities. °° T C Service Pedestal V 'fRR STRC Li ht IR S RC o 2 RPC 2-#6, 1-#6 Bare (Signal Cabinet Service) _ — — I r — — — — st _ 3. Ground PHB Signal And Illumination System In Accordance With The Current Edition Of To Pole A x x — The NEC And The ACHD Traffic Supplemental Provisions. — — ——— W od Fence _ . �—— I— — 2 RPC 2-12C, 1-#6 Bare (Vehicle And Ped) -- — -- — -- --- -- ---- 3 2" RPC Spare (Install Locate Wire) �12"P 12'P c 4. Locations Of Existing Underground Structures And Utilities Such As Pipelines Conduits, 2" RPC Spare (Install Locate Wire) 1 a W 30 W 24" W T� A 2" W p 4 Cables, Etc. Shown On The Traffic Signal Plans Are Approximate Only. It Is Not The p n Intent Of These Plans To Show The Exact Location Of All Underground Utilities And w w w w w Structures. It Is The Responsibility Of The Contractor To Verify The Locations Of All 2" RPC 1-12C, 1-4C, 1-#6 Bare (Vehicle And Ped) �_ Pole B °° °W° & _ R�y� Existing Utilities With The Respective Owners. Existing Utilities Damaged By The 4 Contractor Shall Be Repaired At The Contractors Expense. B 2" RPC 1-4C, 1-#6 Bare (Ped) o,c — — — 5. Information Shown On This Sheet Is Accurate Only For PHB Improvements Only. — —Sig — Sig — Sig — 2" RPC 1-12C, 1-#6 Bare (Vehicle And Ped) Si r(Z Sig — — —Sig a ig 6. Install 1-4C In The AGPS SPI Unit Located In The Pedestrian Signal Head To The 2" RPC Spare (Install Locate Wire) n oHP P OHP HP� Unpaved Corresponding AGPS Push Button Assembly. A6 �OHP n E I R.SEW MN 7. Install One Locate Wire (No. 12 Copper THWN, Green) In Each Conduit. Where Multiple Post I �j 2" RPC 1-12C, 1-#6 Bare (Vehicle And Ped) I FOC FOC FOC FOC FOC Locate Wire Exists In The Junction Box, They Shall Be Bonded Together And Insulated. — — EP L I N D E R ROAD EP EP 32 EP EP EP A Single Locate Wire Shall Be Installed To The Service Pedestal. All Locate Wire In 2" RPC Spare Install Locate Wire I Cabinets And Junction Boxes Shall Be Labeled As "Locate Wire" And Insulated From P ( ) 0 se 4" FM All Metallic Items And Ground Potential Sources, Incidental To Other Traffic Signal Bid 30 2" RPC Spare (Install Locate Wire) 53 54 6 Sew Items. 55 2" RPC Spare (Install Locate Wire) 0 If Indicated On The Plans Or Directed By ACHD, The Contractor Shall Install A 31 2" RPC Spare (Install Locate Wire) si Three-wire Electrical Service To Be Used At 120/240 Volts, Single Phase, 60 Hertz AC Between The Power Supply And The Service Cabinet. The Contractor Shall Install A G G G G 1�= G — Junction Box A Maximum Of Two (2) Feet From The Power Supply. The Distance From 2" RPC Spare (Install Locate Wire) I 0 WV WV W-10" PVC `� The Power Source To The Service Cabinet Shall Not Exceed 300' Without Approval A 2" RPC Spare (Install Locate Wire) FOClnlet �0C oC ur FOC MC Curb WV From The ACHD Signal Coordinator. The Contractor Shall Coordinate With Idaho Power 12" — For The Power Connection Location. The District Shall Be Responsible For All Idaho A I con I Power Fees Related To Power Supply And Connection. The Contractor Shall Have Idaho 2" RPC Spare (Install Locate Wire) Power Submit Pa erwork To The ACHD Utilit Coordinator For The Connection A 404 k n P Y 2" RPC Spare (Install Locate Wire) Minimum Of Sixty (60) Working Days Prior To Activating The New Power Supply. The °a�ga ig— ---Si =Sig Sig Contractor Shall Be Responsible For All Electrical Permit Fees. PRV B 0 ° GrassyH 0- �g Refer To Illumination And Interconnect Plan Sheets For Illumination And Interconnect all „ 28" �20^— °°oo CON COVER 1 su d Si � Improvements. Luminaire Poles & Fixtures, Conduit, Junction Boxes And Cabling To Be �R o= = �_ R� 0 �i n �t/W= Paid For By Separate Bid Items. 16" W R i w2.� ® I Pole C 2 a 2 ' � dar F la x x x x x x x x x x x Sign = y 6' Cedar Fenc 6' Ceda Fence Z0 oLJJ o LJJ o_ x IX W od Fence I Controller Cabinet and — Pole A 32 Service Pedestal ® ® " 6 1 0 2 31 FOC IFOC FOC �� a I L n — - - - — A o I onq R� 4 oo o0 — — /L _ �� 31 c Q°o --- -_= n 30 I 40 S o o I' 0 i _Si B 7 ig Pole B g 5 1110000000— i Sig — —Sig — —Sig M o — ♦ _ _ oo >> oo FO — ig — — —Sig ♦ o o I SI R01 31 Pole C--- SU d Si 00 ------ OHP OHP _ -�- o 0 o co � o0 I 6 Post Signal Cabinet and Pole A/B Area Conduit Layout Pole C Area Conduit Layout SCALE: NTS SCALE: NTS TRAFFIC SIGNAL MATERIALS SIGNAL MAST SIGNAL MOUNTING LOCATION SIGNAL MOUNTING FOUNDATION POLE POLE TYPE ARM LUMINAIRE (SIGNAL HEAD NO.) BRACKETS MAST ARM SIGNS SEE TS-1110 2.0' From End (41) Astro Bracket Pole A Signal Pole 45' N/A 13.0' From End (42) Astro Bracket W11-15 (48"x48") Pole Height: 18 D R10-23 (MOD) (36 x48 ) Pole Mounted (43) - Pole B Pedestrian Push Button Pole N/A N/A N/A N/A N/A E 0 20' 40' Pole Height: 4-10 1.0' From End (81) Astro Bracket Scale: 1" = 20' Pole C Signal Pole 30' N/A 12.0' From End (82) Astro Bracket W11-15 (48"x48") D Pole Height: 18 R10-23 (MOD) (36 x48 ) Pole Mounted (83) - Note: The Backfill For The Pole Foundations Shall Be Controlled Density Fill A 0 o gS 1V 01� • S H E E T T I T L E 1 4 Revisions: • S I G NATU RES • 5 Design By: Precision Date: 06/2024 Drawn By: Precision Date: 06/2024 Pedestrian Hybrid Beacon (Greenhead) Jo c0 ON ACFW Ada Count Highway District . 3775 Adams Street, Garden City, Idaho, 83714 • ;17 y g y www.achdidaho.org Project Number : 522038 Project Name : Linder Rd , Overland Rd To Franklin Rd Sheet 99 Of 01 TRAFFIC SIGNAL LEGEND CONDUIT AND CONDUCTOR SCHEDULE N O T E S 9Signal Head Number 1. Refer To ACHD Standard Traffic Details (TS Series) For Construction Details And NO. CONDUIT CONDUCTORS Installation Requirements. �A Project Note Number A2" RPC 1-5C, 1—#6 Bare (Vehicle — NB School Zone Flasher) 2. The Contractor Shall Verify And Check All Dimensions And Details Shown On The O Sign Face Number Drawings Prior To The Start Of Construction. Any Discrepancies Shall Be Immediately Brought To The Attention Of The Engineer For Clarification. AConduit Run Number 3. Ground The School Zone Flashers And Illumination System In Accordance With The Current Edition Of The NEC And The ACHD Traffic Supplemental Provisions. Signal Pole, Mast Arm And Mast 4. The Locations Of The School Zone Flasher Foundations Shall Be Field Verified By ACHD Arm Mounted School Zone Flashers ® Junction Box (Type S-45T/ADA) Prior To Installation. ACHD Forces Must Be Notified At Least Two Working Days Prior To Installation. School Zone Flasher, Two—Section Junction Box (Type S-45T/ADA) Signal Head With 12—Inch Lens With Rlser 5. Locations Of Existing Underground Structures And Utilities Such As Pipelines Conduits, g Cables, Etc. Shown On The Traffic Signal Plans Are Approximate Only. It Is Not The Signal Controller Cabinet And Intent Of These Plans To Show The Exact Location Of All Underground Utilities And T Most Arm Mounted Sign Service Pedestal Structures. It Is The Responsibly Of The Contractor To Verify The Locations Of All Existing Utilities With The Respective Owners. Existing Utilities Damaged By The m Junction Box (Type S-40T/ADA) _ — _ _ Conduit Group Contractor Shall Be Repaired At The Contractors Expense. 6. All Traffic Control Devices Shall Conform To The Latest Edition Of The Manual Of Uniform Traffic Control Devices (MUTCD). 7. Information Shown On This Sheet Is Accurate Only For School Zone Flasher Improvements. 8. Regulatory Signs Mounted On School Zone Flasher Mast Arms Are Incidental To The School Zone Flasher Signal Installation And Are Not Paid For Separately. I9. The Existing School Zone Flashers Located On Linder Rd Shall Remain In Operation X o X Until The New School Zone Flashers Are Fully Operational. Remove And Salvage / o I Existing School Zone Flasher Signal Poles, Signal Heads, Signs, Pole Mounted Power oService Meter, Breakers and Flasher Controller And All Related Equipment To ACHD Grass X Grass X X crass Signal Shop. Contractor Shall Remove Concrete Foundations Minimum Of 18 Inches Grass Domes Below Finished Grade, Item 1131.01.01.D. Well RCP _ _ _ _ _ _ _ _ _ _ _ X _ _ B _ _ _ _ _ _ B 10. The Conduit Layout Shown Is Schematic. The Contractor Shall Maintain The HEADGATE ��E•2593.9� X Appropriate Clearance Between Adjacent Utilities. I T ' 11. Install One Locate Wire (No. 12 Copper THWN, Green) In Each Conduit. Where Multiple 000000o Ditch _ npave Locate Wire Exists In The Junction Box, y g L — — P/L — — P/L — — P/L ter— P L P L — — P L — — — — P L The Shall Be Bonded Together And Insulated. / x / �rWire — / / / — Drivewa /L P— — wer P/L — — P/L Rp( � A Single Locate Wire Shall Be Installed To The Service Pedestal. All Locate Wire In —�e� x 4' Wire Fence y 4' Wire Fence g x ��� x x X ;,;, oHP OHP o oHP P � Cabinets And Junction Boxes Shall Be Labeled As "Locate Wire" And Insulated From OHP OHP OHP role �, 12" CMP o Sign _ — 12" CMP — -- O FOC FOC FOC FOC FOC Foc Foc FnC; FOC FOC � FOC +� All Metallic Items And Ground Potential Sources, Incidental To Other Traffic Signal Bid F�� FOr FC) FP FOC FFee L I N D E R ROAD F°° °°i °x F°° F°° Items. EP EP FF? FOC FOC V V V V I Y_ FOC FOC CD �B Refer To Illumination And Interconnect Plan Sheets For Illumination And Interconnect O Improvements. Luminaire Poles & Fixtures, Conduit, Junction Boxes And Cabling To Be 31 312 09! 33 34 i 35 J F1 0 Paid For By Separate Bid Items. 0 Ln + I� Contractor Shall Coordinate With Idaho Power For The Service Disconnect Of Existing w — W— —w 12 PVC W W 12" PVC W W w LO School Zone Flasher At The Weatherhead For Removal Of School Zone Flasher Pole. F2 Contractor Shall Provide Minimum Of Ten (10) Working Days Notice To Idaho Power G EP EP EP EP EP - EP 1 EP EP EP EP EP EP EP - EH EP LH LH For Service Disconnect. hS U) ign F3 10 B I d) MW#3 Sign C 1 i U G FOC FOC — FO OC I F C - - d — d. — ]p d d - - - - —d �� �� ® Pole A ® crass 10 ® ® Combination Signal & Luminaire Pole Sta: 32+65.3, Off: 32.5'Rt Pole Height: 25' O O Signal Most Arm: 35' O O O f-0 Luminaire Mast Arm: n CTap of Pole Foundation Grass Elev: 2595.87 A F' \i;n„i Fcnra A F' Vinvl Fence MASTARM SIGN SCHEDULE SIGNAL HEAD SCHEDULE Oj SCHOOL SPEED LIMIT 20 Y WHEN FLASHING S5-1 (FYG) Y 24"X48" F1 F2 F3 F4 F5 F6 0 20' 40' Scale: 1" = 20' A • S H E E T T I T L E 1 4 Revisions: • S I G N A T U RES School Zone Flasher Signal Plan & Details J �o Design By: Precision Date: 06/2024 Drawn By: Precision Date: 06/2024 CO ON ACl1D Ada Count H hwa District . 3775 Adams Street, Garden City, Idaho, 83714 • ;�� y g y www.achdidaho.org Project Number : 522038 Project Name : Linder Rd , Overland Rd To Franklin Rd Sheet 100 Of 101 TRAFFIC SIGNAL LEGEND CONDUIT AND CONDUCTOR SCHEDULE N O T E S 9Signal Head Number 1. Refer To ACHD Standard Traffic Details (TS Series) For Construction Details And NO. CONDUIT CONDUCTORS Installation Requirements. �A Project Note Number A 2" RPC 1-5C, 1—#6 Bare (Vehicle — NB School Zone Flasher) 2. The Contractor Shall Verify And Check All Dimensions And Details Shown On The O Sign Face Number Drawings Prior To The Start Of Construction. Any Discrepancies Shall Be Immediately Brought To The Attention Of The Engineer For Clarification. A11 2" RPC 1-5C, 1—#6 Bare (Vehicle — SB School Zone Flasher) Conduit Run Number 3. Ground The School Zone Flashers And Illumination System In Accordance With The Current Edition Of The NEC And The ACHD Traffic Supplemental Provisions. Signal Pole, Mast Arm And Mast 4. The Locations Of The School Zone Flasher Foundations Shall Be Field Verified By ACHD Arm Mounted School Zone Flashers ® Junction Box (Type S-45T/ADA) Prior To Installation. ACHD Forces Must Be Notified At Least Two Working Days Prior To Installation. School Zone Flasher, Two—Section Junction Box (Type S-45T/ADA) Signal Head With 12—Inch Lens With Rlser 5. Locations Of Existing Underground Structures And Utilities Such As Pipelines Conduits, g Cables, Etc. Shown On The Traffic Signal Plans Are Approximate Only. It Is Not The Signal Controller Cabinet And Intent Of These Plans To Show The Exact Location Of All Underground Utilities And T Most Arm Mounted Sign Service Pedestal Structures. It Is The Responsibly Of The Contractor To Verify The Locations Of All Existing Utilities With The Respective Owners. Existing Utilities Damaged By The m Junction Box (Type S-40T/ADA) _ — _ _ Conduit Group Contractor Shall Be Repaired At The Contractors Expense. 6. All Traffic Control Devices Shall Conform To The Latest Edition Of The Manual Of Uniform Traffic Control Devices (MUTCD). 7. Information Shown On This Sheet Is Accurate Only For School Zone Flasher U) I I Asphalt Improvements. Qz S n \ I t4'PIRR 6'.Vinyl Fence 8. Regulatory Signs Mounted On School Zone Flasher Mast Arms Are Incidental To The Q O PHB Controller Cabinet and IPole B �/d _ H J ,� �� P — P 6' VinFenc�� — School Zone Flasher Signal Installation And Are Not Paid For Separately. Service Pedestal �� — �L -Combination Signal & Luminaire Pole Sta: 40+14.6, Off: 32.5'Lt 6' ® 9. The Existing School Zone Flashers Located On Linder Rd Shall Remain In Operation w J 6' Grass 6" 6' Grass 6' 0 6> G ssCC' 8 Pole Hei ht: 25 _0 0 0 6" 0 9 ———— Until The New School Zone Flashers are Fully Operational. Remove And Salvage Light P —� �P L� �— P — �� P ° _ Signal Most Arm: 35'7 —� Existing School Zone Flasher Signal Poles, Signal Heads, Signs, Pole Mounted Power tic x N > - W I W 1 W w � W f Luminaire Most Arm- 15'— — Service Meter, Breakers and Flasher Controller And All Related Equipment To ACHD Top of Pole Foundation Signal Shop. Contractor Shall Remove Concrete Foundations Minimum Of 18 Inches B — — — — — — — — — — — — — ® _ ost B p ° Fi dr s MH I I H Elev: 2595.94 Below Finished Grade, Item 1131.01.01.D. r I si Sig N Sig g — I 1 10. The Conduit Layout Shown Is Schematic. The Contractor Shall Maintain The }' g w — — ' Si ' Appropriate Clearance Between Adjacent Utilities. NPUWEr -2 ZA-YO + ap IE:2591.99( 2") 1 1 A�aw til AERIAL - Cn x x x Sig N Power MH AYo Q 11. Install One Locate Wire (No. 12 Copper THWN, Green) In Each Conduit. Where Multiple R- 12" CINDER ROAD I B F6 r i o e off C C)HP �� 11 � o e r��, Rgc — �e� - off Locate Wire Exists In The Junction Box, They Shall Be Bonded Together And Insulated. — FOC + EP > EP EP FOC EP —F0C EP fn EP — EP� — Ep Sign FOC 1 A Single Locate Wire Shall Be Installed To The Service Pedestal. All Locate Wire In FOC SSMF�) I I IE:2592. 8 12") FOC Foc Cabinets And Junction Boxes Shall Be Labeled As "Locate Wire" And Insulated From EP IM:2594. EP F5 All Metallic Items And Ground Potential Sources, Incidental To Other Traffic Signal Bid CD FPIE:25 14:2594. N 12" — -1 Items. ' 36 I;226(Nl F C FOC 3- FOC FOC 39 O� — — FOC FOC F4 �B Refer To Illumination And Interconnect Plan Sheets For Illumination And Interconnect LO _ ° .... o'°°s° sew 8 Se er Sew Sew Improvements. Luminaire Poles & Fixtures, Conduit, Junction Boxes And Cabling To Be + — °°°°°°°°°°°��° Paid For By Separate Bid Items. I� wv wv C'7 W 12" PVC W 12" PVC Asphalt W W W W W H I G G W G G G G �H Refer To Pedestrian Hybrid Beacon Plan & Details, Sheets 98-99 For Signal Conduit And Conductor Scheduling. � �I_ 2 n e Cures Curb 48" SSMHCurb Curb 4le010-135 B IContractor Shall Coordinate With Idaho Power For The Service Disconnect Of Existing p LET I I one one 595.10 � c nc 48' s MH on School Zone Flasher At The Weatherhead For Removal Of School Zone Flasher Pole. :2 5(E) Contractor Shall Provide Minimum Of Ten (10) Working Days Notice To Idaho Power r0 2 s) Sig — —Si — — Sig — For Service Disconnect. (>� 8 Si Sig — — 2 _ B 48" I\1 _ o _ IE:2587.68( _ _ B Driveway G veI _ _ _ _ J❑ Contractor Shall Install New School Zone Flasher Controller/Clock In PHB Traffic Signal oc s bd i n Asphalt Cabinet Located At Linder/Waltman, Incidental To Item 1131.01.01.61 .�.1—.,.— 1 7 S, f d R/W — — H Q 24" U 24„ 27 v `✓ O 2•VI J i V -a - 6' Vin 1 ence Wo 24" x _ X I 7 I I /\ Cedar Fence h ^ + C cD 15' Luminaire Most Arm With LED Fixture Signal Mast Arm Length = 35' 13.5' 5.5' 5.5'�1 2.5 SCHOOL �J SPEED Q TRAFFIC SIGNAL MATERIALS 0 2 0 O SIGNAL MAST SIGNAL MOUNTING LOCATION SIGNAL MOUNTING FOUNDATION FL WHEN NG POLE POLE TYPE ARM LUMINAIRE (SIGNAL HEAD NO.) BRACKETS POLE MOUNTED SIGNS SEE TS-1110 Pole A 0 F2 S5-1 (FYG)O F3 24 X 48 scHooL Combination Signal And 2.5' From End (F1) Astro Bracket Pole A Luminaire Pole 35> 15 ( ) S5-1 (FYG) (24"x48")Most Arm 13.5' From End F2 Astro Bracket .� D S5-1 (FYG) SPEED 10OW LED Fixture S5-1 FYG 24 x48 Pole Mounted Pole B F4 F5 „ X 48„ O1 F6 S5-1 (FYG) O LIMIT Pole Height: 25' 24.5 From End (F3) Astro Bracket (FYG) ( ) ( ) 24 24" X 48" 1 20 -0 = 11.0 FLASHING Pole B Luminaire Pole ' 15 Mast Arm o WHEN Combination Signal And 2.5' From End (F4) Astro Bracket 0 C, S5-1 (FYG) (24 x48 ) 35 100W LED Fixture 13.5 From End (F5) Astro Bracket S5-1 (FYG) (24 x48 ) (Pole Mounted) D Pole Height: 25' 24.5 From End (F6) Astro Bracket -p N N -0 N N Note: The Backfill For The Pole Foundations Shall Be Controlled Density Fill 06 CD 0 �• � LL !_ � 1 LL !_ N L U U N > > N > L U O O U O a> C) 0 20' 40' Scale: 1" = 20' Combination Signal & Luminaire Poles A & B _ _ ass A �N�f Not to Scale • S H E E T T I T L E 1 4 Revisions: S I G NATU RES School Zone Flasher Signal Plan & Details J �o Design By: Precision Date: 06/2024 Drawn By: Precision Date: 06/2024 CO ON ACM Ada Count Highway District . 3775 Adams Street, Garden City, Idaho, 83714 0 17 y g y www.achdidaho.org Project Number : 522038 Project Name : Linder Rd , Overland Rd To Franklin Rd Sheet 101 Of 01