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HomeMy WebLinkAboutAda County Highway District Cost Share Permit ACHD Project 521043 Road Project Eagle Rd, Lake Hazel to Amity ADA COUNTY HIGHWAY DISTRICT COST SHARE PERMIT 3775 Adams Street ACHD Contact Person: Garden City, Idaho Supet visor- 83714 Re"e-m rbjec -AE M ¢,r « ,,, Phone(208) 387- Name: Amber Morales` CHD 6280 3775 Adams Street Facsimile (208) Garden City Idaho 83714 387-6289 Phone: (208) 387-6177 610owwara-rio G (208)30-W09 Date of Permit: A1x5t&f+ 2-9, 2OZZ Permit No.: 01 Capitalized terms that are not defined in this Permit shall have the meanings given to them in the ACHD Cost Share Ordinance No.215. f. 111f0fff a' f. f'e€ 01011 \ f10 \ This permit is granted to: ACHD Project No. Partnering Agency Contact Person: 521043 City of Meridian Miranda Carson 33 E. Broadway Avenue Comprehensive Associate Coordination Meridian, Idaho 83642 Planner 33 E. Broadway Avenue Meridian,ID 83642 Phone: (208)489-0319 Email: mcarson@meridiancity.org l6. i tr_r1 PftF3.3i'C -F .%', DPP k l'►) `SON-TR.AC, '-110kI SHi'r 1 P()X rN I Name/Location of ACHD Road Project: Eagle Road, Lake Hazel to Amity, ACHD Project No. 521043 as depicted in project plans attached hereto and incorporated herein as Exhibit A. 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. Design and Perpetual Maintenance of Permanent Landscaping between back of the curb and front of sidewalk as development of or redevelopment of City parcels. ACHD authorizes and requires the design and perpetual maintenance of permanent landscaping associated with the detached sidewalks along Eagle Road between Lake Hazel and Amity when City parcels are developed or re- f of 8 ADA COUNTY HIGHWAY DISTRICT COST SHARE PERMIT 3775 Adams Street ACHD Contact Person: ja Garden City, Idaho Supervisor—Development 83714 Review 'fe1� Phone Phone (208) 387- Name: Amber Morales CHD 6280 3775 Adams Street Facsimile (208) Garden City Idaho 83714 387-6289 Phone: (208) 387-6177 6 a Date of Permit: Permit No.: 01 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: ACHD Project No. Partnering Agency Contact Person: 521043 City of Meridian Miranda Carson 33 E. Broadway Avenue Comprehensive Associate Coordination Meridian, Idaho 83642 Planner 33 E. Broadway Avenue Meridian, ID 83642 Phone: (208) 489-0319 Email: mcarson@meridiancity.org IL ROAD PROJECT AND APPROVED NON-TRANSPORTATION COMPONENTS Name/Location of ACHD Road Project: Eagle Road, Lake Hazel to Amity, ACHD Project No. 521043 as depicted in project plans attached hereto and incorporated herein as Exhibit A. 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. Design and Perpetual Maintenance of Permanent Landscaping between back of the curb and front of sidewalk as development of or redevelopment of City parcels. ACHD authorizes and requires the design and perpetual maintenance of permanent landscaping associated with the detached sidewalks along Eagle Road between Lake Hazel and Amity when City parcels are developed or re- f of 8 developed. Plans for such landscaping will be presented to and approved by ACHD before installation and/or approval of proposed development plan presented to Partnering Agency. The Partnering Agency may wish to landscape the roundabout island at Taconic Drive at a future date and if such is approved by the City and ACHD, the Partnering Agency shall provide design, construction and perpetual maintenance of such landscaping. 2. Design, Construction, and Perpetual Maintenance of Conduit, Junction Boxes, Meters and anX associated PVC pipes, as depicted on Exhibit A. ACHD authorizes and requires the construction, and design of the two-inch conduit the length of the Project in same trench as lighting and interconnect, associated junction boxes every 600-feet, and two four-inch sleeves and meter from water/electrical service locations to the roundabout island at Taconic for landscaping. The Conduit shall be for the sole use of Partnering Agency. 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: ACHD has already acquired or is in the process of acquiring right-of-way or real property adequate for the Non-Transportation Components. Therefore, the acquisition of right-of-way or real property is not required of Partnering Agency. IV. DESIGN OF NON-TRANSPORTATION COMPONENTS Party responsible for obtaining plans/design for Non-Transportation Components: Partnering Agency shall be responsible for obtaining approval of the plans/designs for Landscaping of the roundabout island at Taconic Drive (if City approves such landscaping at a future date); ACHD is responsible for design and construction of the following: (a) Permanent landscaping between the back of the curb and detached sidewalk; (b) Two-inch conduit and associated junction boxes; and (c) Two four-inch sleeves and meter from water/electrical service locations to the roundabout island at Taconic for landscaping. The Conduit shall be for the sole use of Partnering Agency. Additional conditions: All designs/plans prepared and obtained by the Permittee will comply with (i) established engineering standards, including the Idaho Standards for Public Works Construction ("ISPWC') including ACHD's supplements to the ISPWC; (ii) the American Association of State Highway and Transportation Officials ("AASHTO'); (iii) all adopted ACHD rules, regulations, and policies; and iv all state and ederal laws. ACHD assumes no responsibility,for any deficiencies or inadequacies in the 2 of 8 design or construction of the Fiber Optic Facilities. Permittee shall be solely responsible for all design costs for the Fiber Optic Facilities. If Partnering Agency is responsible for providing plans/design, deadline for submitting plans/designs to ACHD for approval: Partnering Agency shall submit the plans/designs, if any, for future landscaping that the City may install at the roundabout island at Taconic and receive approval from ACHD prior to installation. ACHD is responsible for design and construction of the permanent landscaping between the back of the curb and detached sidewalk, necessary conduit, PVC pips and associated meters and junction boxes. 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. 215; (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: Partnering Agency shall be solely responsible for all design and construction costs for the Non- Transportation Components, if any. Partnering Agency shall not be credited under this Permit for costs incurred for the design of the Non-Transportation Components. V. CONSTRUCTION OF NON-TRANSPORTATION COMPONENTS 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.) ACHD shall construct the detached sidewalks and landscaping located between back of curb and front of sidewalk for County Parcels. The Partnering Agency will ensure that permanent landscaping materials are installed upon application of developer to develop or redevelop city parcels in the City. All application for such City parcels shall be approved by ACHD before any development application are approved and any construction begins. ACHD shall construct the permanent landscaping between the back of the curb and detached sidewalk; two-inch conduit and associated junction boxes; and Two four-inch sleeves and meter from water/electrical service locations to the roundabout island at Taconic for landscaping. 3 of 8 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: Not applicable due to the nature of the construction. b. Date for submitting Partnering Agency's contractors' and engineers' estimates to ACHD approval: Not applicable due to the nature of the construction. c. Date for submitting Partnering Agency's contractors' and engineers' contracts to ACHD for approval: Not applicable due to the nature of the construction. Any modifications to the deadlines set forth above must be approved in writing by ACHD. 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. Partnering Agency shall receive no credits in connection with the construction of the Non- Transportation Components. 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. 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. Relocation of utilities to be completed by Partnering Agency (if any): 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. Storm water provisions (if applicable): The buffer area between sidewalk and vertical curb shall be designed to prevent storm water from accumulating and ponding therein. 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. 4 of 8 Schedule for completion of Road Project: At this time, ACHD's schedule for completion of the Transportation Components of the Road Project completion is unknown but estimated to begin 2023-2024. The deadline for Partnering Agency's completion of Non-Transportation Components is undetermined until and when development or re- development applications are submitted to the Partnering Agency. VI. MAINTENANCE OF NON-TRANSPORTATION COMPONENTS AN" Maintenance requirements of Non-Transportation Components by Partnering Agency: 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 Permanent Landscaping between the back of the curb and the detached sidewalk, conduit, sleeves, meters and junction boxes. 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 detached sidewalk and hardscape standards and specifications, and industry standards. This obligation includes, without limitation, grass and lawn care, pruning or replacement of gravel, trees, and shrubs, clean up of litter and debris, weed removal, and application for shrubs and trees, and groundcover, as applicable. 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. 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 of ACHD 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, 5 of 8 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. VII. 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 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 are approved. IX. GENERAL CONDITIONS OF PERMIT 6 of 8 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. 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 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. 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. 7 of 8 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 ACHD fully for all associated costs. 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 8 of 8 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. This Cost Share Permit is issued by the Ada County Highway District on the date set forth above: Ada County Highway District: e person signing below represents that he or she has the authority on behalf of ACHD to issue this v3nit-and.b:indL the term t forth herein. Its: Director City of Meridian Acceptance/certification by Permitte _ The person signing below represents that he or�sfie a 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. By Brad Hoaglun, ouncil President CQre`e�n_�r Attest: Chris Johnson City Cleo 8-9-2022 9of8 EXHIBITS 10 of 8 EXHIBITS 10of8 LEGEND UTILITIES . Ada County Highway District • LOCATION L0 (See Standards For Specifics) ❑P Relocate To New Location And Or LOCATION O'` 0) 2 3 Adjust to Grade to Avoid New Roadway BC.L. of Construction or Survey e Construction By Idaho Power Stay Eagle Eagle Rd Lake Hazel Rd to Amity Rd Existing Profile or X-Section Line �G Relocate To New Location And/Or Bois EP EG Adjust to Grade to Avoid New Roadwcy erldian E Existing Edge of Pavement or Gravel Construction By Intermountain Gas Sections 19 2 4 25 & 3 0 Township 3 N Range 1 E & 2 E B. M . 2, SD GIRR Existing Drain or Irrigation Pipe �W Relocate To New Location And/Or 7 7 7 7 Adjust to Grade to Avoid New Roadway Kuna Existing Ditch or Flow line Construction By Suez Water �_ A HD Project No : 521043 A HD I No : RD216-04 Existing Sprinkler Line TV Relocate To New Location And/Or P"L - - P"L - - Adjust to Grade to Avoid New Roadway Existing Property Line Construction By Cable One X X Existing Fence and Gate 2 Relocate To New Location And/Or T,p Adjust to Grade to Avoid New Roadway Construction By Lumen SHEET Existing Slope � F3 Relocate to New Location And/Or 18 Adjust to Grade To Avoid New Roadway Existing Curb & Gutter Construction By Syringe AMITY RD A D A COUNTY Existing Curb(No Gutter) F4 Relocate to New Location And/Or a SHEET Adjust To Grade To Avoid New Roadway 15 Construction By Zayo Existing Concrete Sidewalk ri Call Digline 2 Business Days Prior To ¢ SHEET -- Excavation To Request Underground 14 I N D E X O F S H E E T S Existing Curb,Gutter,Sldewalk and Approach utility Locations. Telephone 811 0 —FO—P—W—G—T—TV—Sew— Utility Adjustments, Relocations, Or w SHEET Sheet No. D e s c r i p t i o n - Existing Utility Line With Initial Replacements May Or May Not Be @ 13 ,i Completed Prior To Construction. The w OO Water Valve or Meter Contractor Shall Coordinate And e Gas Valve or Meter Accommodate Work With The Utility 1 Title Sheet 9- Fire Hydrant Companies. SHEET 12 2 Monuments & Property Corners = - 4 4 Signal Pole Utility Coordination Was Requested Light Pole Through ACHD During Design Of This 3-5 Typical Sections & Details u' Utility Pole With Anchor Project Utility Information Is Shown For SHEET Surface Features And, If Provided By 11 Q 6-17 Plan & Profiles 0 Sign, Stop/Street The Owner Of The Utility, For Nan q Sign and Mailbox Surface Features. All Locations Are �O Pro N - 2 18-23 Stormwater and Irrigation Pipefiles OO OO Existing and New Manholes Approximate. min SHEET Ell ® Existing and New Catch Basin Contact Scott Bennett 9 10 �T C 24 Irrigation Details (, z For I Utility coordinator 9 9 y 25-26 Stormwater Basin Plans F@ OO New Sediment Box For Information Call 208-387-6259 O G TACONIC DR SHEET .._ h SHEET 9 27-32 Roundabout Curb Plan & Profiles ,S® ® Existing and New Irrigation Box 17 n t G i� Deciduous And Evergreen Tree < 33-35 Roundabout Grading Plan u✓ y 36 Roadway Details AA ° EAGLE RD,LW HAM RD TO AMITY RD SHEET Deciduous And Evergreen Bushes �- U PR21043 OJECT NO: R: 16-04 37-38 Concrete JointingDetails Existing Building CIS N0: RD216-04 SHEET 39-41 Traffic Signal Plans 7 River, Creek, or Canal 42-47 Illumination & Interconnect Plans 1 A Revision Note 9 SHEET ER 48-57 Signing & Pavement Marking Plans 14 Construction Note 6 LEVINDR EHI 58 Advanced Traffic Control Plan z F3-4561 Street Address 59 Pedestrian Detour Plan O4 O9 Property Number or Curve Number SWPPP 1-2 Erosion & Sediment Control Plans Bench Mark and Monument �V a 1, N "I 14 Section & 1/4 Section Corner TLA15 14E�ELD EP EG Design Plan Edge of Pavement or Gravel Design Profile For TC or Pipes SURVEY CONTROL DATUM Cr - Y- Design Profile Grade Break ALL SURVEY COORDINATES AND ELEVATIONS ARE BASED ON THE NAVD z '88 DATUM.COORDINATES ARE ESTABLISHED ON NAD'83,IDAHO STATE `f Design Profile PC or PT V I C I N I T Y M A P PLANE PROJECTED TO GROUND IN THE COUNTY GIS SYSTEM. c� u c Design Ditch or Flow line NTS L_ SD GIRR Design SD or Img. Pipe on Plan View o R z New Property or Right of Way Line New Easement Line New Retaining Wall Limits of Cut Slope Limits Hof�Fill�Slope Nomenclatures: omencaures: Dig Line, Inc. Se tian Line _ EOP: Edge Of Pavement New Curb and Gutter PC: Point Of Curvature Call Before You Dig! PT: Point Of Tangency PRC: Point Of Reversing Curvature 811 20' PCC: Point Of Compound Curvature ME: Match Existing N/eww C\urb,,Gutter,Sidewalk, and Approach AP: Angle Point LL_L_L�J GB: Grade Break vL F© . LP: Low Point �55 'F FL Flow Line cn STORM DRAIN& 4 c� TBVC: Top Back Vertical Curb ap p Certification Of Compr�liance With Standards SRIGAYC 1 4 New Red Ramp New Valley Gutter CONIC To Of Concrete Pavement f DESIGN BY CSC BVC : Begin Vertical curve station The Design And Plans Have Been Prepared In Substantial Conformance With The STAMP EVCS: End Vertica Curve Station BVCE: Begin Vertical Curve Elevation Policy, Design, And Drafting Standards In Effect At The Time Of Preparation. l Gravel Reo— Asphalt Repair Concrete E Repair EVC End Vertical Curve Elevation CON N�7��li lU T ' ` Ada County Highway District . 3775 Ada tsW Street, Booise, Idaho, 83714 , Project Number: 521043 Project Name: Eagle Rd, Lake Hazel Rd To Amity Rd Sheet 1 Of 59 FOUND MONUMENTS POINT NO. DESCRIPTION STATION,OFFSET NORTHING EASTING ELEVATION 1 AC S28-29-32-33 LS5082 STA: 63+53.75,OFF: 0.00' 691,136,650 2,464,902.379 2,687.18 2 AC 1/4 S32-33 LS8960 STA: 36+76.19,OFF: 0.00' 688,459.119 2,464,892.010 2,690.31 3 AC S32-33-4-5 LS4431 STA: 10+00,OFF: 0.00' 685,782.946 2,464,881.353 2,730.55 4 1/2"W/CAP 946 STA: 41+31.97,OFF: 24.951E 688,914.985 2,464,868.825 2,687.40 5 1/2-PIN STA: 46+40.37,OFF: 24.921E 689,423.388 2,464,870.826 2,684.60 6 5/8"W/CAP LS3260 STA: 10+70,26,OFF: 39.941E 685,853.363 2,464,841.689 2,726.22 7 1/2-PIN STA: 12+13.59,OFF: 128.74'R 685,996.025 2,465,010.938 2,704.40 8 MAC SIG STA: 13+26.99,OFF: 0.08'R 686,109.931 2,464,882.740 2,710.83 9 5/8"W/CAP LS12459 STA: 16+51.22,OFF: 48.00'R 686,433.971 2,464,931.942 2,700.93 10 1/2"W/CAP LS12459 STA: 16+51.32,OFF: 72.99'R 686,433.967 2,464,956.933 2,702.27 11 5/8"W/CAP STA: 17+28.62,OFF: 0.001E 686,511,565 2,464,884.250 2,700.00 12 5/8"W/CAP LS3260 STA: 17+30,03,OFF: 39.991E 686,513.126 2,464,844.272 2,698.09 13 5/8"PIN STA: 18+97.49,OFF: 39.931E 686,680.589 2,464,845.000 2,696.33 14 5/8"W/CAP STA: 18+95.89,OFF: 0.081E 686,678.825 2,464,884.845 2,698.39 15 BD LS12459 STA: 22+78,14,OFF: 77.14'R 687,060.765 2,464,963.580 2,696.21 16 5/8"W/CAP STA: 22+78,16,OFF: 48.03'R 687,060.900 2,464,934.472 2,695.63 17 AC S1/16 S32-33 LS16642 STA: 23+38,18,OFF: 0.03'R 687,121.111 2,464,886.710 2,695.80 18 5/8"W/CAP LS14221 STA: 23+37,08,OFF: 1329.66'L 687,125.312 2,463,557.024 2,696.83 19 5/8"W/CAP LS12459 STA: 28+68,10,OFF: 48.02'R 687,650.841 2,464,936.811 2,692.70 20 5/8"W/CAP LS12459 STA: 31+75.17,OFF: 47.99'R 687,957.906 2,464,938.009 2,691.38 21 5/8"PIN STA: 32+04.16,OFF: 24.92'L 687,987.186 2,464,865.209 2,690.44 22 1/2"PIN/BB&S STA: 34+90.71,OFF: 47.88'L 688,273.826 2,464,843.392 2,690.74 23 1/2"PIN STA: 34+97.63,OFF: 55.011E 688,280.777 2,464,836.287 2,690.28 24 5/8"W/CAP STA: 35+33.55,OFF: 528.05'L 688,318,576 2,464,363.400 2,688.23 25 1/2"W/CAP STA: 35+69.48,OFF: 54.881E 688,352,620 2,464,836,704 2,689.36 26 5/8"W/CAP STA: 36+76,27,OFF: 47.98'R 688,459.009 2,464,939.991 2,688.98 27 BD LS12459 STA: 35+97.30,OFF: 47.99'R 688,380.035 2,464,939.688 2,689.90 28 BD LS12459 STA: 35+79.28,OFF: 65.97'R 688,361.947 2,464,957.592 2,690.01 29 5/8"W/CAP STA: 35+33.75,OFF: 48.01'R 688,316.484 2,464,939.454 2,689.81 30 5/8"W/CAP LS12459 STA: 35+33.75,OFF: 242.51'R 688,315.711 2,465,133.948 2,689.15 31 5/8°W/CAP STA: 34+91.15,OFF: 262.79'R 688,273.032 2,465,154.062 2,688.78 32 1/2"W/CAP LS12459 STA: 35+79.23,OFF: 240.58'R 688,361,197 2,465,132,203 2,689.13 33 5/8"W/CAP LS8578 STA: 40+02,OFF: 47.861E 688,785.103 2,464,845.411 2,686.11 34 5/8"W/CAP LS11118 STA: 40+03.15,OFF: 276.79'L 688,787.147 2,464,616.487 2,685.66 35 1/2-PIN STA: 49+07.02,OFF: 25.22'L 689,690.035 2,464,871.552 2,685.10 36 1/2-PIN STA: 50+15,19,OFF: 24.861E 689,798.200 2,464,872.334 2,685.26 37 5/8"W/CAP LS12459 STA: 50+14.62,OFF: 48.04'R 689,797.350 2,464,945.231 2,686.08 38 5/8"W/CAP LS5082 STA: 56+94,92,OFF: 24.991E 690,477.928 2,464,874.838 2,680.34 39 5/8"W/CAP LS5082 STA: 59+22.98,OFF: 48.1 O'R 690,705,700 2,464,948.807 2,681.65 40 5/8"PIN STA: 59+49.77,OFF: 87.57'R 690,732.335 2,464,988.379 2,680.23 41 5/8"W/CAP LS5082 STA: 60+02.30,OFF: 140.37'R 690,784.666 2,465,041.385 2,681.83 42 5/8"W/CAP LS5082 STA: 62+22,15,OFF: 48.03'R 691,004.868 2,464,949.902 2,681.47 43 5/8-PIN 3130 STA: 61+10.94,OFF: 50.99'L 690,894.040 2,464,850.453 2,679.26 44 5/8"W/CAP LS5082 STA: 60+25.77,OFF: 51.031E 690,808.871 2,464,850.077 2,679.40 A g5 NG, 1a �� • S H E = T - I - - _ 1 4 Revisions: • S I G N A T U R E 5 Design By: PRECISION Date: 07/2022 Drawn By: PRECISION Date: 07/2022 Monuments & Property Corners Table ✓O 5 CON ON ' ' Ada County Highway District • 3775 Adaw s Stree, Booise, Idaho, 83714 • Project Number: 521043 Project Name: Eagle Rd, Lake Hazel Rd To Amity Rd Sheet 2 Of 59 a� I LU w g 0 Q O Ir w J � q M Q I W M m Co \W Q M JPI STA. 36+6.19 U Q, Q N C D s� C TACONIC DR 100 1001_ — 102 103 1 1 1 s s 106 107 108 109 EP � EP D C I C P CID I M W ELI I M II 0 60 12C' 1 SCALE: 1"=60' Typical Sections Keymap Scale- 1"—6n' A g5 NG, • S H E = T — 1 - - _ 1 4 Revisions: • S I G N A T U R E 5 Typical Sections Keymap VO5 Design By: PRECISION Date: 07/2022 1 Drawn By: PRECISION Date: 07/2022 CON ON ';M' Ada County Highway District • 3775 Adaw s StreedaBooioe9 Idaho, 83714 • Project Number: 521043 Project Name: Eagle Rd, Lake Hazel Rd To Amity Rd Sheet 3 Of 59 N O T E S 1. TYPICAL SECTIONS PROVIDE PAVEMENT SECTION DEPTHS AND CURB TYPES.ROADWAY, ISLANDS,BUFFER,AND SIDEWALK WIDTHS VARY THROUGHOUT THE ROUNDABOUT.SEE ROUNDABOUT PLAN AND GRADING SHEETS FOR INFORMATION TO CALCULATE ACTUAL WIDTHS. �A MAXIMUM 10:1 SLOPE TO A MINIMUM 3.5'HEIGHT ABOVE THE CIRCULATION ROADWAY CIRCULATION LANES CIRCULATION LANES ❑B BUFFER SURFACE VARIES BETWEEN PATTERNED CONCRETE AND SOD.SEE ROADWAY PLAN MULTI—USE PATH BUFFER TRUCK APRON CENTER ISLAND TRUCK APRON BUFFER MULTI—USE PATH &PROFILE SHEETS FOR BUFFER TYPE. 10.0' 6.5' VARIES 12 0' 82 0' 12 0' VARIES 6.5' 10.0' SEE PLAN SEE PLAN MOUNTABLE ROUNDABOUT CURB ❑A MOUNTABLE ROUNDABOUT CURB (NO GUTTER), SIZE 3—INCH, (NO GUTTER), SIZE 3—INCH, 1 ITEM 706.4.1.A.9.A ITEM 706.4.1.A.9.A 1' 3 1.75%+0.25% 1_5%-2.0% 1.5% 1.5%_ 1.51.5%2.0%, 1 75%`t0.25% 31 CONCRETE SIDEWALK, 5"' 71� CONCRETE SIDEWALK, 5" THICKNESS,ITEM 706.4.1.E.1.5 PORTLAND CEMENT CONCRETE PAVEMENT MOUNTABLE ROUNDABOUT CURB(NO MOUNTABLE ROUNDABOUT CURB(NO PORTLAND CEMENT CONCRETE PAVEMENT THICKNESS,ITEM 706.4.1.E.1.5 4"OF CRUSHED AGGREGATE — CLASS 4000A, THICKNESS 8", GUTTER), SIZE 6—INCH, ITEM 706.4.1.A.9.0 GUTTER), SIZE 6—INCH, ITEM 706.4.1.A.9.0 —CLASS 4000A, THICKNESS 8 4" OF CRUSHED AGGREGATE BASE TYPE 1 (PLAN QUANTITY), ITEM 705.4.1.A.1.08 PORTLAND CEMENT CONCRETE PAVEMENT—CLASS ITEM 705.4.1.A.1.08 BASE TYPE 1 (PLAN QUANTITY), ITEM 802.4.1.A.1 12"OF CRUSHED AGGREGATE BASE TYPE 1 4000A, THICKNESS 8"(COLORED TRUCK APRON PORTLAND CEMENT CONCRETE PAVEMENT— CLASS 12"OF CRUSHED AGGREGATE BASE TYPE 1 ITEM 802.4.1.A.1 5"OF PATTERNED CONCRETE, (PLAN QUANTITY), ITEM 802.4.1.A.1 "AMS—STD-30257—Tan"),ITEM 705.4.1.A.1.08 4000A, THICKNESS 8"(COLORED TRUCK APRON (PLAN QUANTITY), ITEM 802.4.1.A.1 5"OF PATTERNED CONCRETE, ITEM SSP 07013 AMS—STD-30257—Tan"),ITEM 705.4.1.A.1.08 ITEM SSP 07013 6"OF CRUSHED AGGREGATE BASE TYPE 1 6"OF CRUSHED AGGREGATE BASE TYPE 1 MOUNTABLE ROUNDABOUT (PLAN QUANTITY),ITEM 802.4.1.A.1 MOUNTABLE ROUNDABOUT CURB&GUTTER,SIZE 6—INCH, (PLAN QUANTITY), ITEM 802.4.1.A.1 CURB&GUTTER, SIZE 6—INCH, ITEM 706.4.1.A.11 ITEM 706.4.1.A.11 Typical Section A-A- Center Island Scale: NTS BUFFER BUFFER MULTI—USE PATH VARIES TRAVEL LANE TRAVEL LANE CENTER LANE TRAVEL LANE TRAVEL LANE 10.0' SEE VARIES VARIES VARIES VARIES VARIES SEE 10.0'VARIES MULTI—USE PATH ~ PLAN SEE PLAN �~ SEE PLAN SEE PLAN SEE PLAN � SEE PLAN PLAN STANDARD 6"VERTICAL I STANDARD 6"VERTICAL 1 CURB&GUTTER, 1.0% 1.0% CURB&GUTTER, 1 3 1.75%t025% ITEM 706.4.1.A.5 29 MIN. MIN. 29 ITEM 706.4.1.A.5 1.75%t0.25% -5.1 CONCRETE SIDEWALK, 5"THICKNESS, CONCRETE SIDEWALK,5"THICKNESS, ITEM 706.4.1.E.1.5 MOUNTABLE ROUNDABOUT MOUNTABLE ROUNDABOUT ITEM 706.4.1.E.1.5 4"OF CRUSHED AGGREGATE BASE TYPE 1 PORTLAND CEMENT CONCRETE CURB(NO GUTTER),SIZE CURB(NO GUTTER),SIZE PORTLAND CEMENT CONCRETE 4"OF CRUSHED AGGREGATE BASE TYPE 1 PAVEMENT— CLASS 4000A, 4—INCH,ITEM 706.4.1.A.9.B 4—INCH, ITEM 706.4.1.A.9.B PAVEMENT— CLASS 4000A, (PLAN QUANTITY),ITEM 802.4.1.A.1 THICKNESS 8", THICKNESS 8", (PLAN QUANTITY),ITEM 802.4.1.A.1 5"OF PATTERNED CONCRETE, ITEM 705.4.1.A.1.08 5"OF PATTERNED CONCRETE, 4"OF CRUSHED ITEM 705.4.1.A.1.08 5"OF PATTERNED CONCRETE, ITEM SSP 07013 ITEM SSP 07013 AGGREGATE BASE TYPE 1, ITEM SSP 07013 12"OF CRUSHED AGGREGATE BASE TYPE 1 ITEM 802.4.1.A.1 12"OF CRUSHED AGGREGATE BASE TYPE 1 (PLAN QUANTITY), ITEM 802.4.1.A.1 (PLAN QUANTITY),ITEM 802.4.1.A.1 Typical Section B-B - Eagle Road (Sta 32+59 to Sta 34+65) and (Sta 36+00 to Sta 38+08) Scale: NTS BUFFER BUFFER TRAVEL LANE CENTER LANE TRAVEL LANE MULTI—USE PATH VARIES VARIES MULTI—USE PATH 10.0' SEE VARIES VARIES VARIES SEE 10.0' PLAN SEE PLAN SEE PLAN SEE PLAN PLAN ❑B STANDARD 6"VERTICAL STANDARD 6"VERTICAL 3�1 CURB&GUTTER, 1.0% 1.0% CURB&GUTTER, 1 F 1,75%t025% ITEM 706.4.1.A.5 2% MIN. MIN. 2% ITEM 706.4.1.A.5 175%t025% CONCRETE SIDEWALK, 5"THICKNESS, CONCRETE SIDEWALK,5"THICKNESS, ITEM 706.4.1.E.I.5 PORTLAND CEMENT CONCRETE MOUNTABLE ROUNDABOUT MOUNTABLE ROUNDABOUT PORTLAND CEMENT75" ITEM 706.4.1.E.1.5 4"OF CRUSHED AGGREGATE BASE TYPE 1 PAVEMENT— CLASS 4000A, CURB(NO GUTTER),SIZE CURB(NO GUTTER),SIZE PAVEMENT— CLAS OF CRUSHED AGGREGATE BASE TYPE 1 (PLAN QUANTITY),ITEM 802.4.1.A.1 THICKNESS 8", 4—INCH,ITEM 706.4.1.A.9.B 4—INCH, ITEM 706.4.1.A.9.B THICKNESS 8", LAN QUANTITY),ITEM 802.4.1.A.1 ITEM 705.4.1.A.1.08 5"OF PATTERNED CONCRETE, ITEM 705.4.1.A.1.08 4" OF CRUSHED 12"OF CRUSHED AGGREGATE BASE TYPE 1 ITEM SSP 07013 AGGREGATE BASE TYPE 11 12"OF CRUSHED AGGREGATE BASE TYPE 1 OF PATTERNED CONCRETE, (PLAN QUANTITY), ITEM 802.4.1.A.1 ITEM 802.4.1.A.1 (PLAN QUANTITY),ITEM 802.4.1.A.1 ITEM SSP 07013 Typical Section C-C - Taconic Dr (Sta 103+38 to Sta 104+31) and (Sta 105+95 to Sta 107+59) Scale: HTS A Sg A'G • S H E = T — 1 - - _ 1 4 Revisions: • S I G N A T U R E S Typical Sections 5 Design By: PRECISION Date: 07/2022 1 Drawn By: PRECISION Date: 07/2022 CON ON ' ' Ada County Highway District • 3775 Adaw s Stree, Booise, Idaho, 83714 • Project Number: 521043 Project Name: Eagle Rd, Lake Hazel Rd To Amity Rd Sheet 4 Of 59 N O T E S 1. TYPICAL SECTIONS PROVIDE PAVEMENT SECTION DEPTHS AND CURB TYPES.ROADWAY, ISLANDS,BUFFER,AND SIDEWALK WIDTHS VARY THROUGHOUT THE ROUNDABOUT.SEE ROUNDABOUT PLAN AND GRADING SHEETS FOR INFORMATION TO CALCULATE ACTUAL WIDTHS. R/W VARIES VARIES P/L �B BUFFER SURFACE VARIES BETWEEN PATTERNED CONCRETE AND SOD.SEE ROADWAY PLAN 26.2'-47.0' 25.0'-36.0' &PROFILE SHEETS FOR BUFFER TYPE. MULTI—USE PATH BUFFER TRAVEL LANE CENTER BUFFER TR BUFFER I]VARIES MULTI—USE PATH AVEL LANE 1C CROWN TRANSITIONS FROM 0'LEFT OF CONTROL LINE AT STA 102+50 TO 4.1'LEFT OF 10.0' 4.0' VARIES VARIES VARIES SEE 10.0' CONTROL LINE AT STA 103+38 SEE PLAN SEE PLAN SEE PLAN PLAN 3.7 I 1.75%t0.25% 0-4.1' r � 1.75%i0.25% CONCRETE SIDEWALK,5"THICKNESS, CONCRETE SIDEWALK, 5"THICKNESS, ITEM 706.4.1.E.1.5 ITEM 706.4.1.E.1.5 4"OF CRUSHED AGGREGATE BASE TYPE 1 4"OF CRUSHED AGGREGATE BASE TYPE 1 (PLAN QUANTITY), ITEM 802.4.1.A.1 (PLAN QUANTITY), ITEM 802.4.1.A.1 5"OF PATTERNED CONCRETE, 5"OF PLANT MIX PAVEMENT,SUPERPAVE STANDARD 6"VERTICAL ITEM SSP 07013 SP 3(2—LIFTS), ITEM 814.4.1.A.1 CURB&GUTTER, STANDARD 6"VERTICAL 6"OF CRUSHED AGGREGATE BASE TYPE 1 ITEM 706.4.1.A.5 CURB&GUTTER, (PLAN QUANTITY),ITEM 802.4.1.A.1 3" OF PLANT MIX PAVEMENT, SUPERPAVE ITEM 706.4.1.A.5 18"OF 6—INCH MINUS UNCRUSHED SP 3, ITEM SSP 08125 AGGREGATE SUBBASE, ITEM 801.4.1.B.1 4" OF CRUSHED AGGREGATE BASE TYPE 1 (PLAN QUANTITY), ITEM 802.4.1.A.1 Alternate Edge Scale: NTS Typical Section D-D - Taconic Drive (Sta 100+74 to Sta 103+38) I, R/W AND P/L VARIES VARIES R/W AND P/L 45.5'-53.2' 48.0'-57.0' TRAVEL LANE TRAVEL LANE CENTER LANE TRAVEL LANE TRAVEL LANE MULTI—USE PATH BUFFER BUFFER MULTI—USE PATH 10.0' 4,p' VARIES VARIES VARIES VARIES VARIES 4.0' 10.0' SEE PLAN SEE PLAN SEE PLAN SEE PLAN SEE PLAN STANDARD 6"VERTICAL STANDARD 6"VERTICAL 3�1 CURB&GUTTER, 1.0% 1.0% CURB&GUTTER, 1 1.75%t0257 ITEM 706.4.1.A.5 2% MIN. MIN. 2% ITEM 706.4.1.A.5 1 75%t0.25% 3 CONCRETE SIDEWALK, 5"THICKNESS, CONCRETE SIDEWALK, 5" THICKNESS, ITEM 706.4.1.E.1.5 ITEM 706.4.1.E.1.5 4"OF CRUSHED AGGREGATE BASE TYPE 1 MOUNTABLE ROUNDABOUT MOUNTABLE ROUNDABOUT 4"OF CRUSHED AGGREGATE BASE TYPE 1 (PLAN QUANTITY), ITEM 802.4.1.A.1 CURB(NO GUTTER),SIZE CURB(NO GUTTER), SIZE (PLAN QUANTITY),ITEM 802.4.1.A.1 5"OF PATTERNED CONCRETE, 4—INCH,ITEM 706.4.1.A.9.B 4—INCH,ITEM 706.4.1.A.9.B 5" OF PATTERNED CONCRETE, ITEM SSP 07013 5" OF PATTERNED CONCRETE, 4"OF CRUSHED ITEM SSP 07013 5"OF PLANT MIX PAVEMENT,SUPERPAVE ITEM SSP 07013 AGGREGATE BASE TYPE 1, 5" OF PLANT MIX PAVEMENT, SUPERPAVE SP 3(2—LIFTS), ITEM 814.4.1.A.1 ITEM 802.4.1.A.1 SP 3(2—LIFTS), ITEM 814.4.1.A.1 6"OF CRUSHED AGGREGATE BASE TYPE 1 6"OF CRUSHED AGGREGATE BASE TYPE 1 (PLAN QUANTITY), ITEM 802.4.1.A.1 (PLAN QUANTITY), ITEM 802.4.1.A.1 18" OF 6—INCH MINUS UNCRUSHED 18"OF 6—INCH MINUS UNCRUSHED AGGREGATE SUBBASE, ITEM 801.4.1.B.1 AGGREGATE SUBBASE,ITEM 801.4.1.B.1 5"OF PLANT MIX PAVEMENT, SUPERPAVE Alternate Edge SP 3(2—LIFTS),ITEM 814.4.1.A.1 Scale: NTS 18"OF 6—INCH MINUS UNCRUSHED 6"OF CRUSHED AGGREGATE BASE TYPE 1 AGGREGATE SUBBASE, ITEM 801.4.1.8.1 (PLAN QUANTITY), ITEM 802.4.1.A.1 Typical Section E-E - Eagle Road (Sta 23+35 to Sta 32+59) and (38+08 to Sta 59+83) Scale: NTS :.N SgS IT E = T — 1 - _ 1Revisions: • S I G N A T U R E S Typical Sections Design By: PRECISION Date: 07/2022 Drawn By: PRECISION Date: 07/2022 CON -�' Ada County Highway District • 3775 Ada-s Street, Booise, Idaho, 83714 • Project Number: 521043 Project Name: Eagle Rd, Lake Hazel Rd To Amity Rd Sheet 5 Of 59 SEC 32, T3N, R1 E, BM N O T E S TBM#1 O REMOVAL OF OBSTRUCTIONS,ITEM 201.4.1.C.1 UTILITY EASEMENT S1132417210 25'EASE P _ � O O7 REMOVE CURB,GUTTER&SIDEWALK AS REQUIRED,ITEM 201.4.LC.1 - - - - - - ---P{� - - v3 +38.1 HBU INVESTMENTS LLC— — R7977200020 _ .. — .5875 S EAGLE ROAD _ 22 18"STORM DRAIN PIPE,PS-46 PVC,ITEM 601.4.1.A.05.18A BLANKET UTILITY EASEMENT SOUTHERN HIGHLANDS BOA INC I PARCEL(l) 0 S CUBOLA WAY \I 23 24"IRRIGATION PIPE,ASTM F679,ITEM 601.4.1.A.05.24B PARCEL 20 39 +38.1 +63.4 27 CONNECT TO EXISTING MANHOLE,INCIDENTAL TO PIPE ITEM\ 50 23 131-LF 45.5'LT . 43.5'LT j1�1 __ 34 PLUG EXISTING PIPE PENETRATION,INCIDENTAL TO PROJECT 39 CONNECT TO EXISTING IRRIGATION BOX,INCIDENTAL TO ITEM 601.4.1.A.5 34 F 1 ER DITCH IRK BOX 24• 1 IPRAP LU 45 STANDARD 6"VERTICAL CURB AND GUTTER,ITEM 706.4.1.A.5 1 °e .R&PIPE _ _ - w _ = 49 CONCRETE SIDEWALKS,THICKNESS 5',ITEM 706.4.1.E.1.5 uTLTv Ox O 50 CONCRETE DRIVEWAY APPROACH,ITEM 706.4.LF.1 a T T T T Foc Fdc T 64 FOC 45 49 < 56 4"TOPSOIL,ITEM SSP 25050 EP EP EP EP EP EP m LU 57 SOD REPAIR,ITEM SSP 29064 —EP EP EP EP EP EP EP EP FP EP—� 1 T P w Sew EAGLE RD o 27 2.51T w 123-LF 22 2.5'LT 64 141 � 62 REMOVE&RESET SPRINKLER SYSTEM,ITEM SSP 29101 CP#3 21 22 a 23 CP#17 _ _ 24 _ o NO'13'41"E _ I _ _ __ - 64 PATTERNED CONCRETE,ITEM SSP 07013 o- - 2676.19E - - v, _�__ = i__ e_-$s__�R3.5' C+ V 66 GRAVEL REPAIR,ITEM SP 02020 \ +30.3 141 N W W W W W W W W W-2.5'RT 99 REFER TO ILLUMINATION AND INTERCONNECT PLANS - EP EP EP EP EP EP • MATCHLINE �Ep Ep EP EP (n 141 MOUNTABLE ROUNDABOUT CURB(NO GUTTER),SIZE 4-INCH(SEE DETAILS), - - STA:23+45.29,0.00'RT(ACHD PROJECT NO.521043) e 45 s4 W ITEM 706.4.1.A.9.B F = STA:40+23.47,0.07'RT(ACHD PROJECT NO.319050) 1 J 1. REMOVAL OF ROOTS SHALL BE CONSIDERED INCIDENTAL TO BID ITEM SSP 29093. = 2. REFER TO SIGNING AND PAVEMENT MARKING PLANS FOR HANDLING OF EXISTING SIGNS. c G c Q 3. REMOVAL OF EXISTING ITEMS NOT SPECIFICALLY CALLED OUT ON THIS PLAN SHEET CP#16 • • • • • 1• • • SHALL BE CONSIDERED INCIDENTAL TO CLEARING AND GRUBBING,ITEM 201.4.1.13A 0• - - R3636220400 99 7 49 0 a CENTURY FARM OA INC q 0 S ALAO WAY Z R3636170150 56 57 62 PARRCELCEL 1 CENTURY FARM CA INC W5996 PARCEL®EAGLE OAD N � o R3636220380 CENTURY FARM CA INC 0 E LEVIN DR SEC 33, T3N, R1 E, BM PARCEL 30 2704 21+00 22+00 23+00 24+00 2704 2702 2702 2700 2700 2698 EXISTNG GROUND 2698 B E N C H M A R K S -__r, ----- AT CENTERLINE- ---_ ---- _--- _ TRIM#1: 60D IN N.FACE PP --- ---- ----_ STA: 23+40.05 OFF: 83.99'LT NORTHING: 687,123.322 FASTING: 2,464,802.704 2696 ELEVATION: 2,695.430 ——— ————— ___ 2696 —o.— -- — TBVC LEFT&RIGHT STA:24+60,29.50'L&R 2694 STA:23+45.32,29.50'L&R TBVC EL:2695.25 2694 TBVC EL:2695.71 C O N T R O L P O I N T S 18" STOR RAIN (RE PROJ. //3 050) REFER TO MONUMENTS AND PROPERTY CORNERS TABLE,SHEET 2,FOR INFORMATION 2692 2692 ON MONUMENTS TO BE REFERENCED AND RESET. REFER TO SHEETS 18-22 FOR STORM CP#17: AC S1/16 LS16642 DRAIN AND GRAVITY IRRIGATION PROFILES 2690 2690 EX. 30" IRRIG LT. 0 20' 40' 2688 2688 PLAN VIEW SCALE: 1"=20' --- VERTICAL SCALE: 1=2 EXISTING SAN. SE ER STORM DRAIN& IRRIGATION 2686 2686 DESIGN BY CSC -- NA LOB-, 44 �� 1 4 Revisions: • S I G N A T U R E S ✓p 5 Design By: PRECISION Date: 07/2022 Drawn By: PRECISION Date: 07/2022 Survey By: CIVIL SURVEY Date: 04/2021 CON ON ' ' Ada County Highway District • 377s AdawwwSacnddaBooioe9 Idaho, 83714 • Project Number: 521043 Project Name: Eagle Rd, Lake Hazel Rd To Amity Rd Sheet 6 Of 59 SEC 32, T3N, R1 E, BM N O T E S r 3'EASE(T) 0 REMOVAL OF OBSTRUCTIONS,ITEM 201.4.1.C.1 25'EASE(P) S1132417210 +00 68.5'LT 47 59 // +31 25'EASE(P) O7 REMOVE CURB,GUTTER&SIDEWALK AS REQUIRED,ITEM 201.4.1.C.1 —HBU INVESTMENTS LLC 58751 875 S EAGLE ROAD _ _ _ _ „ _ , _ „ _ O RETAIN AND PROTECT EXISTING CURB,GUTTER,SIDEWALK AND/OR PEDESTRIAN RAMP PARCEL(J) +0) . . +15.7 +31 20 12"STORM DRAIN PIPE,ASTM D3034,SUN 35,PVC,ITEM 601.4.1.A.05.12B 23 307-LF 37 43.5 LT 50 23 133-LF 21 12"STORM DRAIN PIPE,AWWA C900,PVC,ITEM 601.4.1.A.05.12A •m --1—11J—s�—a�aiaia��a�—a�_b1 �t_a�—s�—s�—sue—ate—ate—ate—ate—.»jT j�--r L y-- -- -- --� -- 22 18"STORM DRAIN PIPE,PS-46 PVC,ITEM 601.4.1.A.05.18A • _ CD — — — — — — — — — — — — — — — — ,ZW— — — — — — — — — — — 00 24 IRRIGATION PI STM F6 ITEM 601.4.1.A.05.24B F ,.,... .. ,,..: -..... 1 .IRR DITCH. F W W 26 INLET CATCH BASINS TYPE I,ITEM 6024.1.F.1 i — — 2 31 48"STORM DRAIN CATCH MANHOLE,ITEM 6024.1.E.1.048 �. U) 37 CONCRETE IRRIGATION BOX-SIZE 5'X5',ITEM 602.4.1.M.1.5X5 F- ,� T TSCRIPTIVE RIGHT-oF-WAY TV PRESCRIPTIVE RIGHT-OF-WAY N O 1 IRR PIPE— T 64 T T 26 170 T 45 T T Foc 1 IRR PIPE_T 64 49 T < 45 STANDARD 6"VERTICAL CURB AND GUTTER,ITEM 706.4.1.A.5 LLJLLL EP EP EP EP EP P P P F� EP EP EP EP EP P EP Ep W W EAGLE RD LL 47 SAW CUT EXISTING PAVEMENT,INCIDENTAL TO ITEM 2024.1.A.1 141 64 +58.1 +75.1 141 64 W 22 204-LF 31 I 20 28-LF 2.5'LT R3.5' 49 CONCRETE SIDEWALKS,THICKNESS 5",ITEM 706.4.1.E.1.5 22 236-LF 2.5'LT O _ NO'13'41 �_ _ __ __ O 50 CONCRETE DRIVEWAY APPROACH,ITEM 706.4.LE1 (O __ �_�__�__ _—s}T--- O t 2676.19' + R3.5' CA CV 141 W r 21ry 28-LF +58.1 +751 CV 56 4"TOPSOIL,ITEM SSP 25050 2.5'RT F W W W W I W W W W 2.5'RT 141 57 SOD REPAIR,ITEM SSP 29064 EP EP EP EP EP 64 EP EP EP TEP 45 EP EP EP EP EP EP- EP W Cn 59 ASPHALT REPAIR-OTHER,ITEM SSP 08125 ILL 26 110 J = L 1 _J 64 PATTERNED D CONCRETE,ITEM SSP 07013 TEM SSP 29101 U U REFER TO ILLUMINATION AND INTER ONNECT PLANS +93 F INLET PROTECTION,ITEM 1006.4.1.C.1 141 MOUNTABLE ROUNDABOUT CURB(NO GUTTER),SIZE 4-INCH(SEE DETAILS), 7 56 57 62 49 R3636170150 99 +74 ITEM 706.4.1.A.9.B CENTURY FARM CA INC TBM#2 BOLLARD 1 •30} 56 57 62 1. REMOVAL OF ROOTS SHALL BE CONSIDERED INCIDENTAL TO BID ITEM SSP 29093. BLANKET UTILITY&IRRIGATION F59-9-61 SEAGLE ROAD EME IC 7 EASEMENT(PLATTED) PARCEL® I G)< 15. 2. REFER TO SIGNING AND PAVEMENT MARKING PLANS FOR HANDLING OF EXISTING SIGNS. _I P}� — �ft — — �f� — �{� — — �ft — — �{� — �ft — — 3. REMOVAL OF EXISTING ITEMS NOT SPECIFICALLY CALLED OUT ON THIS PLAN SHEET 63F ARM2 CENTURY GA INC +7i �+9I3 SHALL BE CONSIDERED INCIDENTAL TO CLEARING AND GRUBBING,ITEM 201.4.1.B.1. 0 S PALA DNO WAY b PARCEL© SEC 33, T3N, R1 E, BM s 36'EASE(T) 2702 25+00 26+00 27+00 28+00 29+00 2702 2700 2700 2698 2698 2696 2696 B E N C H M A R K S TBM#22 5/8"W/CP CAP --- STA: 27+35.00 OFF: 27.35'RT —————— ---- --- ------ NORTHING: 687,517.703 FASTING 2,464,946.291 ---- --------- 2694 -0.40%---- — 2694 ELEVATION: 2,694.870 EXISTING GROUND STA:24+60,29.50'L&R _ AT CENTERLINE TBVC EL:2695.25 ------ - TBVC LEFT&RIGHT 2692 sTA:z9+Do,TBVC ELL::269349. 2692 26949 O C O N T R O L P O I N T S REFER TO MONUMENTS AND PROPERTY CORNERS TABLE,SHEET 2,FOR INFORMATION 2690 2690 ON MONUMENTS TO BE REFERENCED AND RESET. 4t��TING 2688 2688 REFER TO SHEETS 18-22 FOR STORM 0 20' 40' 2686 DRAIN AND GRAVITY IRRIGATION PROFILES 2686 PLAN VIEW SCALE: 1"=20' VERTICAL SCALE: 1"-2' STORM DRAIN& IRRIGATION — 2684 26841 DESIGN BY CSC NQTFFOB. SY," ;V, 44 �� 1 4 Revisions: • S I G N A T U R E S ✓0 5 Design By: PRECISION Date: 07/2022 Drawn By: PRECISION Date: 07/2022 Survey By: CIVIL SURVEY Date: 04/2021 CON ON ' ' Ada County Highway District • 377s AdawwwSacnddaBooioe9 Idah 83714 • Project Number: 521043 Project Name: Eagle Rd, Lake Hazel Rd To Amity Rd Sheet 7 Of 59 SEC 32, T3N, R1 E, BM N O T E S 0 REMOVAL OF OBSTRUCTIONS,ITEM 201.4.1.C.1 S1132417210 +04.1 —mM R79775510 00 O7 REMOVE CURB,GUTTER&SIDEWALK AS REQUIRED,ITEM 201.4.LC.1 HBU INVESTMENTS LLC SOUTHERN HIGHLANDS BOA INC- .. . . — , 5 775 S EAGLE ROAD_ _ _ _ _ _ _ _ -- -- -- - 1 1 E TACONIC DRIVE -® -- -TREE 1 -_ 20 12"STORM DRAIN PIPE,ASTM D3034,SUR 35,PVC,ITEM 601.4.1.A.05.12B PARCEL( 24 TBM 3 PARCEL® 4'EASE(P) 36 .. .. .. 21 12"STORM DRAIN PIPE,AWWA C900,PVC,ITEM 601.4.1.A.05.12A -- -- -- - --+-- --+-- -- --+-23 j06 LF+-- -- +87,2 j0- --+--+--+--r-- --�-- -- +04.1 +04.1 +840 R784 `� 22 18"STORM DRAIN PIPE,PS-46 PVC,ITEM 601.4.1.A.05.18A 66 56 57 62 +61.4 43 5'LT 45 5'LT 48 0'LT- +84.0 24 IRRIGATION PIPE ASTM F679 --+--+- -�+--+--+--+--+- • • �Y �y���Y-�Y-��-��-t • • • _ R788 ITEM 601.4.1.A.05.24B 23 • • fW— • • • i • • • • • - -• ~ ~ p� CONNECT TO EXISTING PI INCIDENTAL TO PIPE ITEM - - 24 PE W~ .-' o -IRR PIPE 1 W 26 INLET CATCH BASIN,TYPE I,ITEM 602.4.1.F.1 40' 1 IRR-PIPE W -�- y 0 _ _ 31 48"STORM DRAIN CATCH MANHOLE,ITEM 602.4.1.E.1.048 _ .. .. .. .. .. .. P `�O 36 CONCRETE IRRIGATION BOX-SIZE 6'X6',ITEM 602.4.1.M.1.6X6 F EP 49 PRESCRIPTIVE RIGHT-OF- <q� TV qg 64 ~ cc EOC T Foc4 T P 45 T P 26 110 T-IRR DITCH 1 POC OC T Foc T POc 141 Foc 45 STANDARD 6"VERTICAL CURB AND GUTTER,ITEM 706.4.1.A.5 LU :n p CP#21 101 W LL N EP E +14.1 EP EP F1 EP EP EP— EP EP EP EP ILL 49 CONCRETE SIDEWALKS,THICKNESS 5",ITEM 706.4.1.E.1.5 LU iqi 2.5'LT +55.1 +57.8 63 W 64 22 214-LF EAGLE RD 20 22 226-LF oC R3.5' 20 28-LF 2.5'LT 50 CONCRETE DRIVEWAY APPROACH,ITEM 706.4.1.F.1 O NO'13'41"E_----s 31 _ _ _ -- -- O O - - __ -_ -_ e _ __ - 56 4"TOPSOIL,ITEM SSP 25050 N +14.1 267619 31 r 21 28-LF R3.5' 64 141 c) 57 SOD REPAIR,ITEM SSP 29064 w �2.5'RT w +55.1 Q w 141 w w w d Q 62 REMOVE&RESET SPRINKLER SYSTEM,ITEM SSP 29101 F 2.5'RT rn EP EP EP EP EP EP EP 26 110 P W EP EP P EP EP-+59.8 63 EP 1 63 LIMITS OF CONCRETE PAVING LU W 45 64 98 EP W z '.DP... 64 PATTERNED CONCRETE,ITEM SSP 07013 J J 66 GRAVEL REPAIR,ITEM SP 02020 U -' o '' ,'I_; _ U 98 REFER TO TRAFFIC SIGNAL PLANS F " _ er • F Q v. - -` - - 1 `"- - • c• gg REFER TO ILLUMINATION AND INTERCONNECT PLANS 40 CP#20 _ 101 REMOVE EXISTING PROPERTY PIN.MONUMENTATION FOR NEW RIGHT-OF-WAY WILL BE 99 R3636140250 7 49 56 57 62 �R3636120880 uP 56 57 62 ESTABLISHED BY OTHERS FOR RECORD OF SURVEY CENTURY FARM CA INC CENTURY FARM OA INC S PALATNO WAY BLANKET UTILITY&IRRIGATION 0 S EAGL ROAD 110 INLET PROTECTION,ITEM 1006.41C.1 PARCEL 6 EASEMENT(PLATTED) PARCEL 7 141 MOUNTABLE ROUNDABOUT CURB(NO GUTTER),SIZE 4-INCH(SEE DETAILS), ITEM 706.4.1.A.9.B 1 REMOVAL OF ROOTS SHALL BE CONSIDERED INCIDENTAL TO BID ITEM SSP 2909" 2. REFER TO SIGNING AND PAVEMENT MARKING PLANS FOR HANDLING OF EXISTING SIGNS. SEC 33, T3N, R1 E, BM 3. REMOVAL OF EXISTING ITEMS NOT SPECIFICALLY CALLED OUT ON THIS PLAN SHEET SHALL BE CONSIDERED INCIDENTAL TO CLEARING AND GRUBBING,ITEM 201.4.1.B.1. 2700 29+00 30+00 31+00 32+00 33+00 2700 4. REFER TO ROUNDABOUT GRADING PLANS FOR STATION AND OFFSET LOCATIONS OF NEW EDGE OF PAVEMENT AND CURB AND GUTTER. 2698 2698 REFER TO ROUNDABOUT CURB PLAN 2696 AND PROFILE SHEETS 27-35 2696 2694 2694 B E N C H M A R K S 19 TRIM#3: TOP N.E.BOLT®IRR BOX -- ------ STA: 32+10.28 OFF: 69.40'LT ---- ---- _-_ _ -0.409, NORTHING: 687,993.484 FASTING: 2,464,820.754 2692 TBVC29+00,3490'L&R ---- - -- -- ---- --- _ 2692 ELEVATION: 2,691.940 EXISTING GROUND TBVC LEFT&RIGHT --- ________ AT CENTERLINE STA:31+50,29.50'L&R TBVC EL 2692.49 2690 2690 0 CONTROL POI NTS REFER TO MONUMENTS AND PROPERTY CORNERS TABLE,SHEET 2,FOR INFORMATION 2688 2688 ON MONUMENTS TO BE REFERENCED AND RESET. EXIST G WATER ( PPROX) EX. 36" IRRIG L. EXISTING WATER (APPROX) 2686 2686 REFER TO SHEETS 18-22 FOR STORM DRAIN AND GRAVITY IRRIGATION PROFILES 0 20' 40' 2684 2684 PLAN VIEW SCALE: 1"-20' VERTICAL SCALE: 1-2' EX. 15" IRRIC I C STORM DRAIN& IRRIGATION 2682 2682 DESIGN BY IS NQTL . 44 �� 1 4 Revisions: • S I G N A T U R E S ✓p 5 Design By: PRECISION Date: 07/2022 Drawn By: PRECISION Date: 07/2022 Survey By: CIVIL SURVEY Date: 04/2021 CON ON ' ' Ada County Highway District • 3775 AdawwwSacnddaBooioe, Idah 83714 • Project Number: 521043 Project Name: Eagle Rd, Lake Hazel Rd To Amity Rd Sheet 8 Of 59 R7977550980 \ MATCHLINE-STA:104+20-REFER TO SHEET 17 SKY MESA EAST LLC N O T E S ®S ZAIVc�A AVE 56 62 �5226.3, 46, 66 � SEC 32, T3N, R1 E, BM PARCEL 9 oy Ol REMOVAL OF OBSTRUCTIONS,ITEM 201.4.1.C.1 SOUTHERN HIGHLANDS HOA INC - -- -R771.5' / +55.5 7-LF 20 W y 56 57 62 ;n 2 REMOVE TREE 6"+,ITEM SSP 29093 ME TACONI DRIVE 14'EASE(P) 34+60.3 +232� m o O PARCEL8 94 TLT T R595'; 64 31 i w 2 ��'+ .\\ 5.5' = 10 �'fL REMOVE CURB.GUTTER&SIDEWALK AS REQUIRED,ITEM 201.4.LC.1 "R785.5' ASPHALT 141 64 2 8'EASE(P)m A +70.0 00 34+26.7 �^'�! 1 PATHWAY B4 y-- �� R7977550440 RETAIN AND PROTECT EXISTING CURB,GUTTER,SIDEWALK AND/OR PEDESTRIAN RAMP �99C1--• -�56 57 62 �- 708'LT.52 --��- -- -- - 'r yo SOUTHERN HIGHLANDS HOA INC 25 65 LF - rn O 1 BLOCK WALL- - 33+73.2 -/ R113.5' - ti 5630 ZAIVCLA AVE -'' '' '' '' 10 RETAIN AND PROTECT EXISTING PIPE 4'EASE(P) 68.6'LT 2a 28 32 F 10 2 6 36+36.6 on PARCEL 11 25'GRIMMET 20 32-LF- 60.5'LT s 20 12"STORM DRAIN PIPE,ASTM D3034,SUN 35,PVC,ITEM 601.4.1.A.05.12B - -_ - �4 ==� ==�= =+21.9- to 61.9'LT 1 ALVE 2 143 2 R56.5'+53.2 36-E 12'EASE(P) 37+22.5 37+34.5 R902' 38+03.1 21 12"STORM DRAIN PIPE,AWWA C900,PVC,ITEM 601.4.1.A.05.12A V .IRR PIPE 1 10 w 2 s� 48.0'LT ® 49.2'LT -531'LT " 1 l a0 qg' 2 •CP#23 101 - 1 � 48.0'LT- � � •• �� � 22 18 STORM DRAIN PIPE,PS-46 PVC,ITEM 601.4.1.A.05.18A 24 36 � � 101 CP#25 � � 15 IRRIG R788 2 7 6 58 62 56 57 62 24 CONNECT TO EXISTING PIPE,INCIDENTAL TO PIPE ITEM� • `' �R45'. l_. TLA ER A T 141 / R890 • 36' IRRIGATION PIPE ASTM F679,ITEM 601 41 A 05 36B F )p p p� r0 26 INLET CATCH BASIN,TYPE I,ITEM 6024.1.F.1 F- W 45 p 111 142 P ®� 2 LU 28 ADJUST IRRIGATION MANHOLE TO GRADE,ITEM 2030.4.1.A.1 F1 = 64 34+36.8 54 2 TV T p W 36+43.2 P = 30 24"STORM DRAIN PIPE,ASTM F679 PVC,ITEM 601.4.1.A.05.24A 37.8'LT - 41 7'LT 52 49 r 45 TV 0 O 55 41 V Fo, 64 oc O 31 48"STORM DRAIN CATCH MANHOLE,ITEM 602.4.1.E1.048 34+37.3 98 Fi 141 36+28.5 7 FZ T TV P i Ep T ` +08.4 63 32 72"CONFLICT MANHOLE,ITEM SP 06017 54 70 49 EAGLE ROAD STA: 35+33.55 0 00 S4 � 11.2'LT P t 64 10.2'LT 141 64 W �TACONIC DR STA: 105+2805,0.00 2 92-LF W 55 p 102 I I W G TV Fi 36 CONCRETE IRRIGATION BOX-SIZE 6'X6',ITEM 6024.1.M.1.6X6 -30 •.3,x -��-_------_ _� -_-_NO.13'41'E;;__-_141 = _ __ _ �"� _ - - NO°13'19'E - - O 45 STANDARD 6"VERTICAL CURB AND GUTTER,ITEM 706.4.1.A.5 G{A. + 2676+19 - 2677.55' N 48 LIMIT OF ASPHALT PAVING,SAW CUT EXISTING PAVEMENT,INCIDENTAL TO ITEM co 22 187-LF ,42 31 ° J 141 49 2024.1.A.1 M 00 45 64 W w W W W 55 10 55 100 CP#2 W W w - co 5' aI ' EAGLE RD +08.6 63 Q 49 CONCRETE SIDEWALKS, THICKNESS ,ITEM 706.4.1.E.1.5 L W 41 54 36+26.7 45 52 PEDESTRIAN RAMP W/DETECTABLE WARNING DOMES,TYPE SD-712A,A,ITEM 143 W - 64 1 706.4.1.H.1.A.A W c 141 14.2'R�T =EP G W Z 140 -Ep Z 54 DETECTABLE WARNING DOMES,INCIDENTAL TO ITEM 706.4.1.E.1.5 J - E 7 130 1 36+34.2 _ Ep 52 47.9'RT = 55 6"VERTICAL CURB(NO GUTTER),4"REVEAL SEE DETAILS,ITEM 706.4.1.A.3 � • 49 •56.57.62• 34+27.4 52 b .; Imo. . '° CP 27 10� 64 ;; ',��s A'.. Q 22.0'RT • 64 124-LF 21 56 z 100 CP#29 CP#26 101 • • • • • • 49 Q # • • • U 4"TOPSOIL,ITEM SSP 25050 g G G - - - - � pl STA: 0�105}76,06 143 ;?{� .R10• ...'• R1 � - - - - � 57 SOD REPAIR,ITEM SSP 29064 34+50 G 98 t w R8 R10 • +15 +33 56 57 62 58 REPAIR LANDSCAPING,ITEM SSP 29067A R3636120880- - 0 ,fit, 48.0'RT G I CP 28 L CENTURY FARM CA INCVEf-U01CI N \ P �oI°i #- 62 REMOVE&RESET SPRINKLER SYSTEM,ITEM SSP 29101 141 `• +68 36+95.57 - S EAGL ROAD EASEMENT(PLATTED) °° B • ( . °° ° 5 64 ,11 :5'( 48.00'R 5 7 63 LIMIT OF CONCRETE PAVING PARCEL 7 °+500' R795' 6 gg s i _ +68 p°Q©� © Q©��CR6 1��p°° YO • 14, 'q `S , 4BCANKET U NT &,j RRI-+SOON - TBM 4 ACHo oR LATTED EASMEN 64 PATTERNED CONCRETE,ITEM SSP 07013 O p o w i ° 56 57 62 I I 98 REFER TO TRAFFIC SIGNAL PLANS / \ �� 0 p ROCKS 1 ® 1 ROCK mn 56 57°62 +50 9 12'EASE(T) / ,34+74.2 ® a v fELICTE TREE ° TREE 1 y o R50' R55' 99 REFER TO ILLUMINATION AND INTERCONNECT PLANS 0 86.0'RT 106+303 \ 35+79.2 z� ° 100 REFERENCE AND RESET MONUMENTS BY ACHD - 430'RT 52 OX. 839 RT ° +15 gLET. 106+231 p vo 101 REMOVE EXISTING PROPERTY PIN.MONUMENTATION FOR NEW RIGHT-OF-WAY WILL BE R3636120120 KC � °om CENTURY FARM OA INC ESTABLISHED BY OTHERS FOR RECORD OF SURVEY O a 106+23.9 3270 E TACONI DRIVE +33 © 15.1'RT 54 - n PARCEL 10 102 LANDSCAPE BOULDERS,ITEM SP 29097 06+26.8 1 55 ° 1 TREE 52 24.5'LT Jz 48'EASE(T) 24-LF 109 MANHOLE TYPE SEWER,ADJUST TO GRADE,ITEM 2030.4.1.A.1.A \+\ TREE 20 5-LF 20 26 110 I ° 10'EASE(P) \ 1 `� , TREE° 110 INLET PROTECTION,ITEM 1006.4.LC.1 i/ �R361.5' ORNAMENTAL ROCK&WEED BARRIER,ITEM SSP 25002 31 R351.5'J 26 110 21 27-LF ° 7 130 CONCRETE REPAIR,THICKNESS 8"(COLORED TRUCK APRON),ITEM 706.4.1.G.1 'VTR E 1 5 LF 20 ROCK 1 140 MOUNTABLE ROUNDABOUT CURB(NO GUTTER),SIZE 3-INCH(SEE DETAILS), +•® TREE 1 ITEM 706.4.1.A.9.A 26 110 141 om 56 57 62 141 MOUNTABLE ROUNDABOUT CURB(NO GUTTER),SIZE 4-INCH(SEE DETAILS), 411 1 TREE ITEM 706.4.1.A.9.B / TREES 1 II 2 10 +gZ 142 MOUNTABLE ROUNDABOUT CURB(NO GUTTER),SIZE 6-INCH(SEE DETAILS), 64 ITEM 706.4.1.A.9.0 %,.Q 45 143 MOUNTABLE ROUNDABOUT CURB&GUTTER,SIZE 6-INCH(SEE DETAILS),ITEM +05.0 56 57 62 G+92\ 706.4.1.A.11 +05 0 Qa 64 - •y �•.^� 9'EASE(T) 1. REMOVAL OF ROOTS SHALL BE CONSIDERED INCIDENTAL TO BID ITEM SSP 29093. �107+14" .I � E / �45.5'RT I 2 2. REFER TO SIGNING AND PAVEMENT MARKING PLANS FOR HANDLING OF EXISTING SIGNS. vp 9 62 0 p 3. REMOVAL OF EXISTING ITEMS NOT SPECIFICALLY CALLED OUT ON THIS PLAN SHEET 56 57 10' ;6.5' SHALL BE CONSIDERED INCIDENTAL TO CLEARING AND GRUBBING,ITEM 201.4.1.B.1. i 49 C 4. REFER TO ROUNDABOUT GRADING PLANS FOR STATION AND OFFSET LOCATIONS OF Z 1 TREE NEW EDGE OF PAVEMENT AND CURB AND GUTTER. �p O +29 +29 7 C a i107+74.2 52 ~ C 7 / 38.8'RT ROCK B E N C H M A R K S CONTROL POI NTS /+ 107+64.7 • 45.5'RT I9 TBM#4: CB®N.FSW REFER TO MONUMENTS AND PROPERTY CORNERS TABLE,SHEET 2,FOR INFORMATION 63 +58.5 110 STA: 36+61.24 OFF: 72.85'RT ON MONUMENTS TO BE REFERENCED AND RESET. 107+75.4 44 26 110 CP#32 NORTHING: 688,443+875 EASTING: 2,464,964+799 50.4'RT \ ELEVATION: 2,689.760 CP#2. AC 1/4 S32-33 LS8960 100 CP#30 9 CP#29: 5/8 W/CAP STORM DRAIN& 9 R30' 10 f' CP#30: 5/8"W/CAP LS12459 IRRIGATION S DESIGN CSC 55 109 I 48 +96.3 BY NQTFFOB. �+ 0 20' 40' ���, + " E 101 CP#31 � I SEC 33, T3N, R1 E, BM PLAN VIEW SCALE: 1"=20' °4 1 4 Revisions: • S I G N A T U R E S ✓p 5 Design By: PRECISION Date: 07/2022 Drawn By: PRECISION Date: 07/2022 Survey By: CIVIL SURVEY Date: 04/2021 CON ON ' ' Ada County Highway District • 3775 Adaw s StreedaBooioe, Idaho, 83714 • Project Number: 521043 Project Name: Eagle Rd, Lake Hazel Rd To Amity Rd Sheet 9 Of 59 SEC 32, T3N, R1 E, BM N O T E S _ R7977550440 __—REFER TO STORMWATER BASIN PLAN, O1 REMOVAL OF OBSTRUCTIONS,ITEM 201.4.1.C.1 SOUTHERN HIGHLANDS BOA INC SHEET 25,FOR CONTINUATION S1132142001 S1132142103 T LATERAL EASMENT 5630 S ZAIVC�A AVE 39 �� FULCHER F SCOTT +73.9 FULCHER RUSSELL M FAMILY TRUST 7 REMOVE CURB,GUTTER&SIDEWALK AS REQUIRED,ITEM 201.4.LC.1 - __ PARCEL 11 32 25'EASE(P) O _ ®S EAGLE ROAD� 156 psi 20 61-Lf �S EAGLE ROAD - _- --� __ -- -- -_�__ __ -- -- -- -- +69.1 12'EASE(P) 56 v \3 103-LF PARCEL 1� PARCEL 13 - O RETAIN AND PROTECT EXISTING CURB,GUTTER,SIDEWALK AND/OR PEDESTRIAN RAMP — — R1563' 48.0 L \\ 14 5-LF —•. L • +47.5 +50.0 48.0L '�„\ _ 23 70-LF � 15 2 EA 14 12"IRRIGATION PIPE,CLASS III RCP,ITEM 601.4.1.A.1.12A TION EASMENT .. •R1551'- — .. - ti 50 +65.6 \ ACTT +46.6 —+02.0 {{ +49,3 �� \ 43.5'L 37 1 IRR BOX 55-LF 2+- v 15 12"WATERMAN C-10 CANAL GATE,ITEM 602.4.1.K.1 49.3'L +500 66 `� &PIPE 23 32-LF 49 1"1 46.0'L `v ` M#6 37 - _ __ _ 18 IRRIGATION STRUCTURE No.1,SEE SHEET 24,ITEM 703.4.1.A.1 GR ETi .47ERALASMFN CP#33 - --�— o - FtA'IT.ED - _ --— - - _ 12 STORM DRAIN PI ASTM D30 DR ,PVC,ITEM 601.4.1.A.05.12B .. - R1403' +; +69.0 ".'. +02 0 "46.0'L 18 20 PE A 34 S 35 �} ', {{ 1 s�--IRR PIPE 1 F W '. . ,48 8 L r .IRR BOX-' y _ W 21 12"STORM DRAIN PIPE,AWWA C900,PVC,ITEM 601.4.1.A.05.12A W _ ..._ {{ _ 50 .& 2 23 24"IRRIGATION PIPE,ASTM F679,ITEM 601.4.1.A.05.24B 26 110 TV { 64 (n v T Tv T Tv TV &RPIPE 1 63-LF 30 1 IRR BOX _ ry _ - - ry- T Q 26 INLET CATCH BASIN,TYPE I,ITEM 602.4.1.F.1 20 28-LF 36-LF —roc TV &PIPE 45 � 64 24"STORM DRAIN PIPE,ASTM F679 PVC,ITEM 601.4.1.A.05.24A W T F1 141 T —EP T Ea E P r} o CP#4 101 IRR BOX 1 IRR PIPE 1 _ W ILL n 30 31 { 30 160-LF +86.9 8-LF 20 F1 E EP p EP EP F1 EP EP N LL 31 48"STORM DRAIN CATCH MANHOLE,ITEM 602.4.1.E.1.048 � P 3.8'L EAGLE RD / 25.01 W -_ __ -R3.5'_ O 0 20 23-LF P 25.o'L 32 72"CONFLICT MANHOLE,ITEM SP 06017 N - o- - - - I NO'13'19"E 41- - 1 - - 42 - - 1 0 37 CONCRETE IRRIGATION BOX-SIZE 5'X5',ITEM 602.4.1.M.1.5X5 + W { 21 28-LF 64 31 { 2677.55' T BE c00 0 w w 141 w +86.7 w / w w w w CVO 39 CONNECT TO EXISTING IRRIGATION BOX,INCIDENTAL TO ITEM 601.4T.A.5 1.VIR Q 26 110 { G W W Q 45 STANDARD 6"VERTICAL CURB AND GUTTER,ITEM 706.4.1.A.5 G 64 / EP EP G P EP G G G 135 EP E EP EP P Cn 49 CONCRETE SIDEWALKS,THICKNESS 5 ITEM 706.4.1.E.1.5 21 33-LF 45 Z W 50 CONCRETE DRIVEWAY APPROACH,ITEM 706.4.1.E1 J R10 _ - ` .- '.. • J 56 4"TOPSOIL,ITEM SSP 25050 F R10 R10 F 57 SOD REPAIR,ITEM SSP 29064 HE C BOX 1 99REMOVE&RESET SPRINKLER SYSTEM ITEM SSP 29101 56 57 62— T PATTERNED CONCRETE,ITEM SSP 07013 +59 5 +75 - - - - +48 +76 - , - - - 56 57 62 -7 49 - 7 56 57 62 ---t� 66 GRAVEL REPAIR,ITEM SP 02020 56 57 62 I U 9 S. gg� BLANKET UTILITY& TI ACHD PERMANENT SE NT EASEMENT(PLATTED) R20 INST.NO.2015-05074 98 REFER TO TRAFFIC SIGNAL PLANS R25' R3636120120 z� 9 CENTURY FARM CA INC 99 REFER TO ILLUMINATION AND INTERCONNECT PLANS +75 E TACONIC DRIVE +48 +76 - �'.'- - - - - PARCEL 10 156 - � - � 101 REMOVE EXISTING PROPERTY PIN.MONUMENTATION FOR NEW RIGHT-OF-WAY WILL BE oA Q '> / 20 EASE(T) \ O ESTABLISHED BY OTHERS FOR RECORD OF SURVEY o n +59 0 4 29'EASE(T)�` � 111111,,, / 110 INLET PROTECTION,ITEM 1006.4.LC.1 SEC 33, T3N, R1 E, BM 35 ABANDON EXISTING MONITORING WELL,ITEM SSP 06027 2696 38+20 39+00 40+00 41+00 42+00 2696 41 MOUNTABLE ROUNDABOUT CURB(NO GUTTER),SIZE 4-INCH(SEE DETAILS), ITEM 706.4.1.A.9.B 156 PEDESTRIAN BRIDGE RAILING(SEE DETAILS),ITEM SSP 20109 1. REMOVAL OF ROOTS SHALL BE CONSIDERED INCIDENTAL TO BID ITEM SSP 29093. 2694 2694 2. REFER TO SIGNING AND PAVEMENT MARKING PLANS FOR HANDLING OF EXISTING SIGNS. 3. REMOVAL OF EXISTING ITEMS NOT SPECIFICALLY CALLED OUT ON THIS PLAN SHEE- SHALL BE CONSIDERED INCIDENTAL TO CLEARING AND GRUBBING,ITEM 201.4.1.B.1. 2692 REFER TO ROUNDABOUT CURB PLAN 2692 4. REFER TO ROUNDABOUT GRADING PLANS FOR STATION AND OFFSET LOCATIONS OF AND PROFILE SHEETS 27-35 NEW EDGE OF PAVEMENT AND CURB AND GUTTER. STA:40+76.26,29.50'L&R TBVC EL 2689.03,GB EXISTING GROUND AT CENTERLINE 2690 ---------------- _ 0.40% 0.32% B EN C H M A R KS EX. 24" IR IG LT. -0.407 - ---- 2688 BVC LEFT&RIGHT 2688 19 LEM#6: CB®N.E.CDR CONC STA: 41+35.73 OFF: 53.60'LT STA:40+89.22,29.50'L&R STA:42+60,29.50'L&R NORTHING: 688,918.863 FASTING: 2,464,840.191 TBVC EL 2689.08,HP UTBVC EL:2688.39 ELEVATION: 2,687.390 STA:40+50,29.50'L&R 2686 TBVC EL:2688.93 2686 C O N T R O L P O 1 N T S EX. 24"TRRIG LT. EX, 24" IRRIG LT. EX. 24" IRRIG REFER TO MONUMENTS AND PROPERTY CORNERS TABLE,SHEET 2,FOR INFORMATION 2684 EXISTIN WATER (AP ROX) 26841 ON MONUMENTS TO BE REFERENCED AND RESET. 2682 2682 REFER TO SHEETS 18-22 FOR STORM DRAIN AND GRAVITY IRRIGATION PROFILES 0 20' 40' 2680 2680 PLAN VIEW SCALE: 1"=20' VERTICAL SCALE: 1"-2' STORM DRAIN& IRRIGATION - 2678 2678 DESIGN BY CSC N I ALOB-, 44 �� 1 4 Revisions: • S I G N A T U R E S 5 Design By: PRECISION Date: 07/2022 Drawn By: PRECISION Date: 07/2022 Survey By: CIVIL SURVEY Date: 04/2021 co✓p N ON ' ' Ada County Highway District • 3775 adawwwacnddahhoisorg Idaho, 83714 • Project Number: 521043 Project Name: Eagle Rd, Lake Hazel Rd To Amity Rd Sheet 10 Of 59 SEC 32, T3N, R1 E, BM N O T E S 0 REMOVAL OF OBSTRUCTIONS,ITEM 201.4.1.C.1 ` 25'EASE(P) S1132142103 25'EASE(P) 25'EASE(P) S1132141920 25'EASE(P) S162141930v 25'EASE(P) 7 REMOVE CURB,GUTTER&SIDEWALK AS REQUIRED,ITEM 201.4.LC.1 FULCHER RUSSELL M FAMILY TRUST_ _ CHERFUL LLC CHERFUL LLC 20 12"STORM DRAIN PIPE,ASTM D3034,SDR 35,PVC,ITEM 601.4.1.A.05.12B S EAGL ROAD 5215 S EAGLE ROAD S EAGL ROAD PARCEL 13 44 176-LF +38 9 23 376-LF PARCEL 14 +40.4 PARCEL 15 21 12"STORM DRAIN PIPE,AWWA C900,PVC,ITEM 601.4.1.A.05.12A 50 +77.4 ''' ''' ''' ''' '' o9y\ _F +84.9 50 23 24"IRRIGATION PIPE,ASTM F679,ITEM 601.4.1.A.05.24B 47 59 �23 64 L 4 77 4 %A o 37 43.5'L -- — -- -- -- -- -- -- -- -- -- -- -- -- ----- -- -- -- -- — — 26 INLET CATCH BASIN,TYPE I,ITEM 602.4.1.F.1 O R,ON R,4W — — — — — R ISM 48"STORM DRAIN CATCH MANHOLE,ITEM 602.4.1.E.1.048 +38.9 W 46.0'L 8,ytV,� 26 110 +404 . FENCE 1 W 37 CONCRETE IRRIGATION BOX-SIZE 5'X5',ITEM 6024.1.M.1.5X5 W 30. - 2 TV v = 44 IRRIGATION DITCH,SIZE 4'WIDE x L5 DEEP,ITEM 6024.1.0.1.A 0_ r _ _ _ _ _ _ _ _ _ _ _ _ � _ E _ _ _ _ _ O 45 STANDARD 6"VERTICAL CURB AND GUTTER,ITEM 706.4.1.A.5 F 20 1'2 +40.4 F 1 IRR PIPE 6¢ 25.01 49 1 IRR PIPE CP�jS 101 1 IRR PIPE 47 SAW CUT EXISTING PAVEMENT,INCIDENTAL TO ITEM 2024.1.A.1 W - 9 25.0'L 45 P F1 0 _�__�__�__ __ 25.0L cc W LL EP EP EP P P EP EP EP EP EP EP EP E EP EP EP LL 49 CONCRETE SIDEWALKS,THICKNESS 5",ITEM 706.4.1.E.1.5 W 41 EAGLE RD 31 +23J 20 n7-LF w rr ' 2.5'L Cc 50 CONCRETE DRIVEWAY APPROACH,ITEM 706.4.1.F.1 43 R3.5' NO'13'19"E 1 - — — — O 56 4"TOPSOIL,ITEM SSP 25050 � 2677.55' O C n 57 SOD REPAIR,ITEM SSP 29064 w W 64 w w w w 141 w v+23.7 w Q W I 21 44-LF 2.5'R Q 59 ASPHALT REPAIR-OTHER,ITEM SSP 08125 ~ EP EP EP EP EP EP EP G EP G EP EP G EP EP EP EP G EP E EP EP G EP F Cl) G (n 62 REMOVE&RESET SPRINKLER SYSTEM,ITEM SSP 29101 64 45 1 IRR BOX 26 110 W LU 64 PATTERNED CONCRETE,ITEM SSP 07013 Z Z J c REFER TO ILLUMINATION AND INTERCONNECT PLANS ... - 2 U U RIGHT-OF-WAY 101 REMOVE EXISTING PROPERTY PIN.MONUMENTATION FOR NEW RIGHT OF WAY WILL BE O ESTABLISHED BY OTHERS FOR RECORD OF SURVEY Q — — — — — — — — 110 INLET PROTECTION,ITEM 1006.4.LC.1 'I' S6 57 62 99 49 7 141 MOUNTABLE ROUNDABOUT CURB(NO GUTTER),SIZE 4-INCH(SEE DETAILS), CENTURY FARM CA INC °N R3636120120 TBM#7 ITEM 706.4.1.A.9.B 3270E TACONIC DRIVE 1. REMOVAL OF ROOTS SHALL BE CONSIDERED INCIDENTAL TO BID ITEM SSP 29093. PARCEL 10 2. REFER TO SIGNING AND PAVEMENT MARKING PLANS FOR HANDLING OF EXISTING SIGNS. 3. REMOVAL OF EXISTING ITEMS NOT SPECIFICALLY CALLED OUT ON THIS PLAN SHEET SHALL BE CONSIDERED INCIDENTAL TO CLEARING AND GRUBBING,ITEM 201.4.1.B.1. SEC 33, T3N, R1 E, BM 2696 43+00 44+00 45+00 46+00 47+00 2696 2694 2694 2692 2692 2690 2690 B E N C H M A R K S EXISTING GROUND AT CENTERLINE TBM 5/87.9#7: 9 W/CP CAP STA: 7: 4 OFF: 56.80'RT NORTHING: 689,270.639 FASTING: 2,464,951.949 ---- ---------- 2688 ---------------- Z__�—— I——— ___ 1 1 2688 ----- -- STA:42+60,29.50'L&R_ -0.407, ———— TBVC EL 2688.39 2686 7 _77" 2686 TBVC LEFT&RIGHT STA:4TB 00.VC EL:2686 63 C O N T R O L P O 1 N T S REFER TO MONUMENTS AND PROPERTY CORNERS TABLE,SHEET 2,FOR INFORMATION 2684 2684 ON MONUMENTS TO BE REFERENCED AND RESET. RIG -- EXISTING WATER (APPR X) 2682 2682 REFER TO SHEETS 18-22 FOR STORM 0 20' 40' 2680 DRAIN AND GRAVITY IRRIGATION PROFILES 2680 PLAN VIEW SCALE: 1"-20' VERTICAL SCALE: 1"-2' STORM DRAIN& IRRIGATION 2678 2678 DESIGN BY CSC NQT "LOB-, xV, 44 �� 2676 1 4 Revisions: • S I G N A T U R E S ✓p 5 Design By: PRECISION Date: 07/2022 Drawn By: PRECISION Date: 07/2022 Survey By: CIVIL SURVEY Date: 04/2021 CON ON ' ' Ada County Highway District • 377s AdawwwSacnddaBooioe, Idah 83714 • Project Number: 521043 Project Name: Eagle Rd, Lake Hazel Rd To Amity Rd Sheet 11 Of 59 SEC 32, T3N, R1 E, BM N O T E S 14 5-LF S1132110500 Ol REMOVAL OF OBSTRUCTIONS,ITEM 201.4.1.C.1 25'EASE(P) S1132141930 25'EASE(P) +OZi S1132141800 MEEK FAMILY IT TRUST CHERFUL LLC 38 MEEK E AMITY ROAD- O REMOVE TREE 6"+,ITEM SSP 29093 10'EASE(P) JONES TRAVIS IRE 1 IRR PARCEL(p) -.. .. . . .. .. .. -.. .. . . .. . . . . STRUCTURE 1 33 52-LF O3 TRIM TREE,ITEM SSP 29090 0 S EAGL ROAD 5205 S EAGLE ROAD 19 15 STRUCTURE PARCEL 15 PARCEL 16 3 +07.1 47 59 +15.1 33 46-LF 16 24-LF 23 120-LF O REMOVE AND RESET MAILBOX,ITEM SSP 25080 1 IRR PIPE � JPIPE. 23 320-LF +07.1 +21 8 S�IRR +15.1 7 REMOVE CURB,GUTTER&SIDEWALK AS REQUIRED,ITEM 201.4.LC.1 3 46.0'L ' ' 50 , 46.01E�L -- _ - -- -- -- -- -- -- -- - O RETAIN AND PROTECT EXISTING CURB,GUTTER,SIDEWALK AND/OR PEDESTRIAN RAMP 12 WATERMAN C-10 CANAL GA ITEM 6024.1.K.1 +281' 36.01E "L CT 15 GATE, 1 RAILROA.... • ;.:• - e- �- - �---<- 52 +75.7: c+370 F- LU D TIES-,.,, :c o:. 50 4 49 W i6 15"IRRIGATION PIPE,CLASS III RCP,ITEM 601.4.1.A.01.15A W 2 20' 1 '.STUMP .•..FENCE.A 1 ,� 64 3.51E - W 2 26 110 20 2 19 IRRIGATION STRUCTURE No.2,SEE SHEET 24,ITEM 703.4.1.A.1 0 _ _ _ � _ _ _ _ � _ _ � _ _ _ _ / 20 12"STORM DRAIN PIPE,ASTM D3034,SUN 35,PVC,ITEM 601.4.1.A.05.12B c c c 'o -ROCK 1 1 CONC POST 6 IRR BOX 1 20 12-LF 64 O ~ Poc Poc ry 64 Poc 1 IRR PIPE- TV Fqei +07.0 ` 64 1 IRR PIPE TV ` `~ 21 12"STORM DRAIN PIPE,AWWA C900,PVC,ITEM 601.4.1.A.05.12A W - 45 __�_ 25.01E 1 IRR BOX �V - __�__� __ __ - 2 _�_ P For.T25.0'L W ILL EP EP EP r EP P 109 EP P �� E P EP TV E FENCE 1 LL 22 18"STORM DRAIN PIPE,PS-46 PVC,ITEM 601.4.1.A.05.18A 20 316-LF +62.6 CP#35 101 Fi TV m W W +48.7 14, 64 2.5'L saw EAGLE RD sew sew-,24-LF 22 sew 2 101 2 23 24"IRRIGATION PIPE,ASTM F679,ITEM 601.4.1.A.05.24B 2.51E R3.5' 49 NO'13'19"E 1 50 CP 36 31 F1 F1 51 6O - - - - - OV 26 INLET CATCH BASIN,TYPE I,ITEM 602.4.1.F.1 + R3.5' 2677.55' W + +48.7 w w +62.6 w w w 31 48"STORM DRAIN CATCH MANHOLE,ITEM 602.4.LE1.048 w Q 2.5'R 141 W 2.5'R W G 21 44-LF EP EP EP - Q 33 CONCRETE IRRIGATION DITCH,SIZE S-8"WIDE x 1'-4"DEPTH,ITEM 602.4.1.0.1.B ~ EP G EP EP G EP G EP EP P EP G EP EP G EP G EP G G G F +28.1 u) 38 CONNECT TO EXISTING CONCRETE DITCH,INCIDENTAL TO ITEM 602.4.1.0.113I 45 52 36.0'R 64 L11 L 99 64 LU 45 STANDARD 6"VERTICAL CURB AND GUTTER,ITEM 706.4.1.A.5 z R30' a R30' o Z J SAW CUT EXISTING PAVEMENT,INCIDENTAL TO ITEM 202.4.1.A.1 2 26 110 64 45 2 U 48 LIMIT of ASPHALT PAVING,SAW CUT EXISTING PAVEMENT,INCIDENTAL TO ITEM H Q '.R10' - 10 45 +31.6 Q 2024.1.A.1 7 7 65.0'R 49 49 CONCRETE SIDEWALKS,THICKNESS 5',ITEM 706.4.1.E.1.5 .... - _ - _ - _ - +43� ,� +6�TBM N +375 _ +55.9 - 4. R3636030620 O 56 57 62 7 49 56 57 62 48.0R rl 5p +24.5 50 CONCRETE DRIVEWAY APPROACH,ITEM 706.4.LF.1 5 R3636120120 48.0R CP#37 101 '7641 R ii)' 58.0'R (/� 58.0'R 52 ,; BRIGHTOON DEVELOPMENTKALINGA INC sLANEasEMENT(PLATTED)IRRIGATION GENCY CENTURY FARM OA INC +14.7 4 4a ', Z h' PARCEL 19 52 706.4.1.H1A RAMP W/DETECTABLE WARNING DOMES,TYPE SD-712A,A,ITEM m '+62 NT 3270 E TACONIC DRIVE 56.5'R 5 56 57 62 PLP I,.) PARCEL 10 R1T 5-. O _ ;5'� o +37.5 56 4"TOPSOIL,ITEM SSP 25050 +43 9 22'EASE(T) 65.0'R 65.0'R z u LT` 57 SOD REPAIR,ITEM SSP 29064 _ ��\ 48 70.0'R 56 57 62 R3636032960 58 REPAIR LANDSCAPING,ITEM SSP 29067A BRIGHTON DEVELOPMENT INC 9 9 ©ARCELCO$ST 59 ASPHALT REPAIR-OTHER,ITEM SSP 08125 SEC 33, T3N, R1 E, BM 2694 47+00 48+00 49+00 50+00 51+00 2694 62 REMOVE&RESET SPRINKLER SYSTEM,ITEM SSP 29101 64 PATTERNED CONCRETE,ITEM SSP 07013 99 REFER TO ILLUMINATION AND INTERCONNECT PLANS 101 REMOVE EXISTING PROPERTY PIN.MONUMENTATION FOR NEW RIGHT-OF-WAY WILL BE 2692 2692 ESTABLISHED BY OTHERS FOR RECORD OF SURVEY 109 MANHOLE TYPE SEWER,ADJUST TO GRADE,ITEM 2030.4.1.A.1.A 110 INLET PROTECTION,ITEM 1006.4.tC.1 141 MOUNTABLE ROUNDABOUT CURB(NO GUTTER),SIZE 4-INCH(SEE DETAILS), 2690 2690 ITEM 706.4.1.A.9.B O REMOVE EXISTING FENCE TO NEAREST POST OUTSIDE OF RIGHT-OF-WAY AND REATTACH FENCING MATERIAL TO POST,ITEM 201.4.1.C.L STA:51+40,29.50'L 1. REMOVAL OF ROOTS SHALL BE CONSIDERED INCIDENTAL TO BID ITEM SSP 29093. 2688 EXISTING GROUND TBVC EL:2684.87 2688 AT CENTERLINE GB STA:51+19.68,47.70'R 2. REFER TO SIGNING AND PAVEMENT MARKING PLANS FOR HANDLING OF EXISTING SIGNS. ---- 03 TBVC EL:2685. ---------- ----- L- 3. REMOVAL OF EXISTING ITEMS NOT SPECIFICALLY CALLED OUT ON THIS PLAN SHEET ____-- _--_--- PC STA:L268.9 (PROR INCIDENTAL A GRUBBING, M 2686 - -`- ---------- _ 2686 B E N C H M A R K S TBVC RIGHT TBVC LEFT TBVC EL 2684.92(PROJ) r� ---- N TOM#8: 5/8"W/CP CAP STA:47+00,29.501E&R STA: 48+72.83 OFF: 52.21'RT TBVC EL2686.63 PC STA:50+33.12,29.50'R -078% 0.93% NORTHING: 689,655.547 EASTING: 2,464,948.849 2684 TBVC EL2685.30 -0.40% 2684 ELEVATION: 2,687.873 TBVC LEFT&RIGHT PT STA:50+63.12,59.64'R 7.17,70.00'R TBVC RIGHT C O N T R O L P O 1 N T S TBVC EL2684.98 STA:51+1 EXISTING 1 IRRIG I�� III TBVC EL:2684.82,ME STA:50+63.07,70.00'R ... REFER TO MONUMENTS AND PROPERTY CORNERS TABLE,SHEET 2,FOR INFORMATION 2682 TBVC EL:2684.89,ME 2682 ON MONUMENTS TO BE REFERENCED AND RESET. EXI TING WATER APPROX 2680 2680 REFER TO SHEETS 18-22 FOR STORM DRAIN AND GRAVITY IRRIGATION PROFILES 0 20' 40' 2678 2678 PLAN VIEW SCALE: 20, VERTICAL VERTICAL SCALE: 2' STORM STORM DRAIN& IRRIGATION 2676 2676 DESIGN BY CSC NQT LOB74 . 44 �� 1 4 Revisions: • S I G N A T U R E S ✓p 5 Design By: PRECISION Date: 07/2022 Drawn By: PRECISION Date: 07/2022 Survey By: CIVIL SURVEY Date: 04/2021 CON ON ' ' Ada County Highway District • 3775 AdawwwSacnddaBooioe9 Idah 83714 • Project Number: 521043 Project Name: Eagle Rd, Lake Hazel Rd To Amity Rd Sheet 12 Of 59 TIE IRRIGATION DITCH TO IMPROVEMENTS MADE SEC 32, T3N, R1 E, BM N O T E S UNDER AMITY/EAGLE ROUNDABOUT IMPROVEMENTS 0 REMOVAL OF OBSTRUCTIONS,ITEM 201.4.1.C.1 S1132110500 O7 REMOVE CURB,GUTTER&SIDEWALK AS REQUIRED,ITEM 201.4.LC.1 MEEK FAMILY TRUST 20 12"STORM DRAIN PIPE,ASTM D3034,SDR 35,PVC,ITEM 601.4.1.A.05.12B F29-3-51 E AMITY ROAD 33 140-LF 23 147-U` 38 PARCEL 17 21 12"STORM DRAIN PIPE,AWWA C900,PVC,ITEM 601.4.1.A.05.12A y_ ... ... ... ... ... ... 39 22 18"STORM DRAIN PIPE,PS-46 PVC,ITEM 601.4.1.A.05.18A -- — 23 24"IRRIGATION PIPE,ASTM F679,ITEM 601.4.1.A.05.24B ---------- ----------�--� N -r i—i• i• i• • • • • • • • • • • • • • • • 49 • 99 y y INLET CATCH BA TYPE M 602.4.1.F.1 26 SIN T E I ITEM IRR PIP ". W W 48 STORM DRAIN CATCH MANHO EM 6024.1.E.1.048 W •., _ W " LE IT = 33 CONCRETE IRRIGATION DITCH,SIZE 3'-8"WIDE xi'-4"DEPTH,ITEM 6024.1.0.1.B 52.3 . - J P x x x x x x x x x x x x x 0 38 CONNECT TO EXISTING CONCRETE DITCH,INCIDENTAL TO ITEM 602.4.1.0.1.B F_ ..N 52 36 0'LT— 45" ` x 64 x x IRR PIPE 1 x x —12-LF 20 26 110 ~ 39 CONNECT TO EXISTING IRRIGATION BOX,INCIDENTAL TO ITEM 601.4.1.A.05 _ EP EP EP EP EPfr LL 09 RR STRUCTURE 1 Y P P EAGLE RD T o V�P oc oc' Eoc LL 44 IRRIGATION DITCH,SIZE 4'WIDE x L5'DEEP,ITEM 602.4.1.0.1.A Tv 1 FENCE 31 22 150-LIE TV W Cc sew 22 290-LF +53.5— sew TV Sew- sew sewf F1 sew sew 141 sew W 45 STANDARD 6"VERTICAL CURB AND GUTTER,ITEM 706.4.1.A.5 2.7LT v _ p 1 — — 1 — — N0'133'119"E _ O 49 CONCRETE SIDEWALKS,THICKNESS 5",ITEM 706.4.1.E.1.5 e R3.5' 2677.55' 00 w w w 64 w 141 w W IN w w LO 52 PEDESTRIAN RAMP W/DETECTABLE WARNING DOMES,TYPE SD-712A,A,ITEM +53.5 w 706.4.1.H.1.A.A Q EP EP EP EP 2.7 RT-EP EP EP EP EP EP EP EP 21 44-LF, EP EP EP EP EP Q F G F 64 PATTERNED CONCRETE,ITEM SSP 07013 0 52 +52.3 LU 36.0'RT 64 45 gg G 26 110 99 REFER TO ILLUMINATION AND INTERCONNECT PLANS 7 S Z 1 Z 109 MANHOLE TYPE SEWER,ADJUST TO GRADE,ITEM 2030.4.1.A.1.A J v J 2 R30' 110 INLET PROTECTION,ITEM 1006.4.1.C.1 U U 99 . , ... ._:: H - - .� i - '" `'- SMOUNTABLE ROUNDABOUT CURB NO GUTTER),SIZE 4-INCH SEE DETAILS), Q ':` o".`'x " • • • • • • • • • • • • • • • • • • • • • • • • • • • • Q ITEM 706 41 A 9 B ( ) ( ) 4 '77 — /L f Pf= 1. REMOVAL OF ROOTS SHALL BE CONSIDERED INCIDENTAL TO BID ITEM SSP 29093. +85.2 0620 49 ... 50.0'RT BRIGHTON DEVELOPMENT INC 2. REFER TO SIGNING AND PAVEMENT MARKING PLANS FOR HANDLING OF EXISTING SIGNS. R17 64 BLANKET UTILITY&IRRIGATION 0 E KALINGA LN EASEMENT(PLATTED) PARCEL 19 3. REMOVAL OF EXISTING ITEMS NOT SPECIFICALLY CALLED OUT ON THIS PLAN SHEET +428 SHALL BE CONSIDERED INCIDENTAL TO CLEARING AND GRUBBING,ITEM 201.4.1.B.1. CAB TP1 ini FA—FUT PUUp Ea TFMENT SEC 33, T3N, R1 E, BM 2690 52+00 53+00 54+00 55+00 2690 2688 2688 STA:51+40,30.39'RT TBVC EL:2684.90 IT STA:51+47.27,29.50'RT TBVC EL 2684.84 2686 EXISTING GROUND 2686 AT CENTERLINE ---------- --------------- 2684 ---- —— 2684 B E N C H M A R K S ---- ---------- ---- 0 40% TBVC RIGHT(-0.40%) TBM#9: CB®E TB CONC DITCH STA:51+40,29.50'LT STA: 54+26.99 OFF- 56.14'LT TBVC EL:2684.87 TBVC LEFT&RIGHT STA:55+80,29.50'L&R NORTHING: 690,210.116 FASTING: 2,464,842.649 ELEVATION: 2,683.000 2682 TBVC EL:2683.11 2682 0 EX. 24'� IRRIG LT. 2680 2680 xlsnnG wAT APPRox) C O N T R O L P O I N T S REFER TO MONUMENTS AND PROPERTY CORNERS TABLE,SHEET 2,FOR INFORMATION 2678 2678 ON MONUMENTS TO BE REFERENCED AND RESET. REFER TO SHEETS 18-22 FOR STORM DRAIN AND GRAVITY IRRIGATION PROFILES 2676 2676 0 20' 40' 2674 w 2674 o PLAN VIEW SCALE: 1"-20VERTICAL SCALE: 1"-2' z Q STORM DRAIN& IRRIGATIONME 2672 2672 DESIGN BY CSC a NQT FO�N fG G 44 �� 967nw 9670 1 4 Revisions: • S I G N A T U R E S 5 Design By: PRECISION Date: 07/2022 Drawn By: PRECISION Date: 07/2022 Survey By: CIVIL SURVEY Date: 04/2021 ✓OCON ON ' ' Ada County Highway District • 3775 Ada-s SacnddaBooioe, Idaho, 83714 • Project Number: 521043 Project Name: Eagle Rd, Lake Hazel Rd To Amity Rd Sheet 13 Of 59 SEC 32, T3N, R1 E, BM N O T E S 0 REMOVAL OF OBSTRUCTIONS,ITEM 201.4.1.C.1 51132110500 O RETAIN AND PROTECT EXISTING CURB,GUTTER,SIDEWALK AND/OR PEDESTRIAN RAMP MEEK FAMIL F29-3-51 E AM TY Y TRUST 13 ENCASE PIPE COUPLING IN CONCRETE,SEE DETAIL ON SHEET 22,INCIDENTAL TO PIPE ITEM ROAD PARCEL 17 , 20 12"STORM DRAIN PIPE,ASTM D3034,SUN 35,PVC,ITEM 601.4.1.A.05.12B • • • • 22 18"STORM DRAIN PIPE,PS-46 PVC,ITEM 601.4.1.A.05.18A 49 99 IRR 1 IRR PIPE 1 STRUCTURE 24 CONNECT TO EXISTING PIPE,INCIDENTAL TO PIPE ITEM 601.4.1.A.05.18A .+ 26 INLET CATCH BASIN,TYPE I,ITEM 602.4.1.F.1 W - ^}IRR DITCH 1 26 110 a T° LLl .�,� �' .P _ _ 31 48"STORM DRAIN CATCH MANHOLE,ITEM 6024.1.E.1.048 Foc � 40 MANHOLE TYPE STORM DRAIN,ADJUST TO GRADE,ITEM 2030.4.1.A.1.8 - x P x x x x x - TV 20 5-LF T 45 TV 9 45 STANDARD 6"VERTICAL CURB AND GUTTER,ITEM 706.4.1.A.5 EP 1 FENCE— 64 45 x 100 CP#38 xIRR STRUCTURE 1 1 IRR PIPE � - _ _ � __ __ __�L 20 12-LF T T T T 48 LIMIT OF ASPHALT PAVING,SAW CUT EXISTING PAVEMENT,INCIDENTAL TO ITEM LL Poc r Foc PC RVE 202.4.1.A.1 LU 09 41 22 250-LF EAGLE RD 31 F1 +96.5 S­ Sew sew 64 sew sew sew sew 52.5'LT sew saw O . 49 CONCRETE SIDEWALKS,THICKNESS 5',ITEM 706.4.1.E.1.5 = NO.13'19"E R3.5 — 1 — — �9 � 64 PATTERNED CONCRETE,ITEM SSP 07013 BE 2677.55' V 1.0 W Tv Tv N W 40 48 +78.3 99 REFER TO ILLUMINATION AND INTERCONNECT PLANS L0 w w Tv w 141 w +96.5 w w w— Q EP EP EP EP Tv p 22 44-LF 25RT 100 REFERENCE AND RESET MONUMENTS BY ACHD TV 45 99 I I 20 5-LF O c G 109 MANHOLE TYPE SEWER,ADJUST TO GRADE,ITEM 2030.4.1.A.1.A W o 64 EP EP—EP 26 110 26 110 110 9 Z L 0 INLET PROTECTION,ITEM 1006.4.LC.1 J -2 M#10 141 MOUNTABLE ROUNDABOUT CURB(NO GUTTER),SIZE 4-INCH(SEE DETAILS),, ITEM 706.4.1.A.9.B F 77715 LF 22 31 22 53-LF •13 24 Q _ - .•'. S;• _ 1. REMOVAL OF ROOTS SHALL BE CONSIDERED INCIDENTAL TO BID ITEM SSP 29093 —' —. —. —. — ' —' — • r—• — -- - -_�__ CP#39� 2 REFER TO SIGNING AND PAVEMENT MARKING PLANS FOR HANDLING OF EXISTING SIGNS +61.0 • • 3. REMOVAL OF EXISTING ITEMS NOT SPECIFICALLY CALLED OUT ON THIS PLAN SHEET 49 R3636030620 RIGHTON DEVELOPMENT INC TY&IRRIGATION ++61.01 +96.0 SHALL BE CONSIDERED INCIDENTAL TO CLEARING AND GRUBBING,ITEM 201.4.1.B.1. E KALINGA LN .0 0 O 'EASE P PARCEL 19 �4 I _ I \ PUDI EASEMENT — — — � — — � — — P"E — — PA: — — PUD��T— — — — \ (PLATTED) SEC 33, T3N, R1 E, BM 2690 56+00 57+00 58+00 59+00 60+00 2690 2688 2688 STA:58+90.13,31.00'RT TBVC EL:2682.54,AP 2686 STA:58+70.13,29.50'RT 2686 TBVC EL 2682.39,AP i EXISTING GROUND STA:58+60,29.50RT STA:59+00.98,31.06RT AT CENTERLINE TBVC EL:2682.31,AP TBVC EL 2682.63,ME 2684 2684 B E N C H M A R K S -- STA:58+30.08,29.50'L&R TBVC EL2682.22,LP TBVC RIGHT TBM 59 6. 3 TBVC ———— ----_ _-------- STA: 59+06.73 OFF: 31.64'RT ---- -- --------- NORTHING: 690,689.514 FASTING 2,464,932288 2682 -0.40% r 2682 ELEVATION: 2,682.870 TBVC LEFT STA:59 1&8,3.7'LT STA: 5+80,29.50'L&R STA:57+77.16,29.50'L&R TBVC E 26 292,M TBV �STA.5)+27.16,29.50'LT STA:59+57.36,29.50'T STA:58+00,29.50L&RTBVC EL 2682.70,AP 2680 EX. 24" IRRIG LT. TBVC EL2682.25 2680 STA:58+20,29.50'L&R STA:59+00,29.50'LT 222 TBVC EL2682.40 EX. 8"0 IRRIG FT, C O N T R O L P O 1 N T S STA:58+80, REFER TO MONUMENTS AND PROPERTY CORNERS TABLE,SHEET 2,FOR INFORMATION 2678 EXISTIHIG WATER (A PROX 26781 ON MONUMENTS TO BE REFERENCED AND RESET. CP#38: 5/8"W/CAP LS5082 REFER TO SHEETS 18-22 FOR STORM STA:58+60,29.50'LT- DRAIN AND GRAVITY IRRIGATION PROFILES STA:58+40,29.50'L&R TBVC EL:2682.25 2676 TBVC EL268222 2676 0 20 40' 2674 w 2674 o PLAN VIEW SCALE: 1"=20' s x Z VERTICAL SCALE: 1=2 Q STORM DRAIN& IRRIGATION 2672 1 26721 DESIGN BY CSC a LOB-, fG G 44 �� w 1 4 Revisions: • S I G N A T U R E S ✓p 5 Design By: PRECISION Date: 07/2022 Drawn By: PRECISION Date: 07/2022 Survey By: CIVIL SURVEY Date: 04/2021 CON ON ' ' Ada County Highway District • 3775 AdawwwSacnddaBooioe, Idaho, 83714 • Project Number: 521043 Project Name: Eagle Rd, Lake Hazel Rd To Amity Rd Sheet 14 Of 59 U i I i I r Q I �' I r� P/L— I PAL — L —— —— PAL— Q I n r Saw I T I Up � F r f T v T I Up-"� I UP UP UP UP 0 1 Z 60, s1 EAGLE ROAD 62 -- —_63-- T--- ----�63� ° ------ - -- - - w "mow 63+53.8 BACK =10+00.00 AHEAD Ci I w `v I EXISTING 18" PIPE TO BE REPURPOSED I V' FOR STORM DRAIN ROUTING r w I � I y I P/L PAL _— PAL —_ r \ I r I (VERIFY USE OF EX. IRRIG. PIPES E&W 60+00 61+00 62+00 63+00 SCALE: HOR. 1"=20 VERT: 1"-2 2686 ---_ 2686 EXISTING G OUND AT C o 11 zo ao 60 SCALE: 1"=20' 2684 2684 2682 2682 2680 2680 EXISTING " STORM CRAIN EXISTING 12� STORM DR EX. 18"9 IG RT. 2678 2678 2676 2676 KONSULTANTS, IVIL URVEY 2674 w w 2874 INC 0 0 Consulting Engineers and Land Surveyors a Z Meridian,ID • Phone:888-4312 f o: o: 2672 w w 2672 V, UQ) N N S4pST�� 26 w w — — 2670 0" lFW F \0<�~ P EW S Revisions: Design By: MSH Date: 7/19/22 Drawn By: JRM Date: 7/19/22 Survey By: Civil Survey Consultants, Inc. Date: Mar. 2021 Ada County Highway District 1771 Adam ws Street, Boise,ww.achdidaho.orgoho, 83714 Project Number: 521043 Project Title: Eagle Rd. Amity Rd To Lake Hazel Rd Sheet 15 of 59 P/L PAL _— PAL Q 0 (Y Q N +o0 2+0o EAGLE ROAD 13+0c W — — — G w 63+53.84 BACK =10+00.0 AHEAD SEE SHEET 26 = EXISTING 18" PIPE TO BE REPURPOSED FOR STORM DRAIN ROUTING w w 0 vd ---+_ TBM #11 SEE SHEET 23 11 too 1 12+00 13+00 SCALE: HOR. 1"=20 VERT: 1"-2• 2686 2686 0 10 20 40 60 EXISTING G ROUND AT C L SCALE: 1"=20' 2684 2684 l 2682 2682 2680 2680 EX. 18"0 IRRIG RT. 2678 2678 EXISTING IVWTER (APPR X) 2676 2676 EX. 18"0 I RIG RT. KONSULTANTS, IVIL URVEY 2674 2674 INC Consulting Engineers and Land Surveyors Meridian,ID • Phone:888-4312 2672 a 2672 tj N ¢O4pST�� 26 ZnI I I I I I I — — L.Z670 0 �` 2 P Ely S � Revisions: Design By: MSH Date: 7/19/22 Drawn By: JRM Date: 7/19/22 Survey By: Civil Survey Consultants, Inc. Date: Mar. 2021 3775 Adam ,W Ada County Highway District www.achdidaho.o oho, 83714 rg Project Number: 521043 Project Title: Eagle Rd. Amity Rd To Lake Hazel Rd Sheet 16 of 59 - - P� - _ "L - - � - _ � - - � - - � - 9 78.2Lr 48 g R7977550440 N O T E S .. .. �+�y'+--�r� -�d--pC .. +06.0 SOUTHERN HIGHLANDS HOA INC JCV Jar TJINe n I Ce g� R654.5' +08.2 0 E TACONIC DRIVE 62 PARCEL 11 1 REMOVAL OF OBSTRUCTIONS,ITEM 201.4.1.C.1 I 25'BEASLEY LATERAL EASMENT R7977550460 5` '5', 8'EASE(P) 62.TLT R113.5'� O O INST.No. 2018-100314 SOUTHERN HIGHLANDS BOA INC +78 IRR 2 2 i O REMOVE TREE 6"+,ITEM SSP 29093 0 E TACONIC DRIVE 7 7 r BOX +95.8"52 PARCEL 21 1 2 +36.0 _46.01T O TRIM TREE,ITEM SSP 29090 56 57 62 - G !+2 110 ;, R662.5'_ '-:: O REMOVE CURB,GUTTER,SIDEWALK&DRIVEWAY AS REQUIRED,ITEM 201.4.1.C.1 5'EASE(T) 3IN L N 3 APE ao836M NT 3 W ` .8 52 2 143 RETAIN AND PROTECT EXISTING CURB,GUTTER,SIDEWALK AND/OR PEDESTRIAN RAMP . LT ac rn +63 •• +25 W / • G +44.5 10 F 20 12"STORM DRAIN PIPE,ASTM D3034,SDR 35,PVC,ITEM 601.4.1.A.05.12B 3 3" 49 49' 12 2 TION E SMENT� _ �•481'LT 64 W s 56 57 62 49 "C 1 • _ +74.2 LU 21 12"STORM DRAIN PIPE,AWWA C900,PVC,ITEM 601.4.1.A.05.12A • • • �•' '• •' _ 45 26 INLET CATCH BASIN,TYPE I,ITEM 602.4.1.F.1 TREE - STORM DRAIN CATCH MANHOLE,ITEM 602.4.1.E.1.048 ... 5' 48 S 0 52 36.0LT P O W R25' EE 1 +02 9 141 EP � F 31 LE IT 26 110 -- - " ` W w 18. 54 W O EXTRUDED CONCRETE CURB,ITEM SSP 07005 64 3 LTcc 64 55 q EP w EP� 54-LF 21 +44.1 63 141 ., L.L +74.1 48 w EP EP w 45 w 64 w +35.9 55 49 45 STANDARD 6"VERTICAL CURB AND GUTTER,ITEM 706.4.1.A.5 0.0 lop W w 21 22-LF4101 W TACONIC DR m 20 236-LF +Sp O,� --- CROWN---103 42 -- 1- 0 47 SAW CUT EXISTING PAVEMENT,INCIDENTAL TO ITEM 202.4.1.A.1 IS - � - I - - (3- - - I - - - - - - - N 0P#24 ---.- w+38.4 -- _ 141 FE 48 LIMIT OF ASPHALT PAVING,SAW CUT EXISTING PAVEMENT,INCIDENTAL TO ITEM -- ------------ --- ---- 31 - --------- -�--a � -�--�-- 4.PLT -^- _O 2024.1.A.1 56 57 62 +72.0 31 +48.2 63 111-LF 20 +03.3 54 12-LF 20 26 110 20 10-LF �EP T EP EP ea 56 57 62 0.9'RT 64 4.6'LT 143 Q 49 CONCRETE SIDEWALKS,THICKNESS 5",ITEM 706.4.1.E.1.5 52 PEDESTRIAN RAMP W/DETECTABLE WARNING DOMES,TYPE SD-712A,A,ITEM 45 • • • • • • • • • R25' 10 706.4.1.H.1.A.A �•a•- - _ •fa R25' 1NW �• % • _ Z 54 DETECTABLE WARNING DOMES,INCIDENTAL TO ITEM 706.4.11.1.5 \ 4? 26 110 EP 9 EP � E � • • • • • "3 - " ' 6"VERTICAL CURB(NO GUTTER),4"REVEAL SEE DETAILS,ITEM 706.4.1.A.3 DEWALK EASMENT 47 59 • �P-EPA - +95.6 U EP EP INST. 1o6120111 EP- +752 52 _ 7 .,,_ 52 +241 • 24.6'RT 52 • 64 KRE Q 56 4"TOPSOIL,ITEM SSP 25050 P 39.4RT 7 • 34.8'RT +90.9 8" E �aS� EP�EP >-. R I 57 SOD REPAIR,ITEM SSP 29064 iD 30' ANDSC E E SMENd" • 35.6'RT-EP-R59.5' 20' ¢" . IT.No.1 80 7s ;• 49 49 56 57 62 5 wST. 58 REPAIR LANDSCAPING,ITEM SSP 29067A - -" 14' . 58 '5` 71R7977551000 EP'� ASPHALT 1:• _ SOUTHERN HIGHLANDS HOA INC 59 ASPHALT REPAIR-OTHER,ITEM SSP 08125 R7977550660 PATHWAY 1 3171 E TACONI DRIVE ASPHALT 1 T. SOUTHERN HIGHLANDS HOA INC PARCELU8 -PATHWAY' 62 REMOVE&RESET SPRINKLER SYSTEM,ITEM SSP 29101 0 E TACONIC DRIVE k5. 1.2'RT 48 .+12.7 PARCEL 9 R45.5' 63 LIMIT OF CONCRETE PAVING 03 O 14'EASE(P) 64 PATTERNED CONCRETE,ITEM SSP 07013 U ; 110 INLET PROTECTION,ITEM 1006.4.tC.1 Q Q 141 MOUNTABLE ROUNDABOUT CURB(NO GUTTER),SIZE 4-INCH(SEE DETAILS), ITEM 1 SEC 32, T3N, R1 E, BM N 143 MOUNTABLE ROUNDABOUT CURB&GUTTER,SIZE 6-INCH(SEE DETAILS),ITEM 2696 100+00 101+00 102+00 103+00 104+00 2696 706.4.1.A.11 1. REMOVAL OF ROOTS SHALL BE CONSIDERED INCIDENTAL TO BID ITEM SSP 2909'. 2. REFER TO SIGNING AND PAVEMENT MARKING PLANS FOR HANDLING OF EXISTING SIGNS. 3. REMOVAL OF EXISTING ITEMS NOT SPECIFICALLY CALLED OUT ON THIS PLAN SHEET 2694 STA:102+84.38,78.36'LT 2694 SHALL BE CONSIDERED INCIDENTAL TO CLEARING AND GRUBBING,ITEM 201.4.1.B.1. TBVC EL2690.16,ME REFER TO ROUNDABOUT CURB PT STA:102+84.28,43.98'LT PLAN AND PROFILE SHEETS 4. REFER TO ROUNDABOUT GRADING PLANS FOR STATION AND OFFSET LOCATIONS OF TBVC EL:2689.96(PROJ) 27-35 NEW EDGE OF PAVEMENT AND CURB AND GUTTER. STA:102+00,18.00'L&R PC STA:102+60.59, 19.09'LT 2692 TBVC EL:2689.38 TBVC EL2689.77 2692 STA:102+39.65,18.001T TBVC EL 2689.60,AP LEFT TBVC STA:101+74.08,18+00'LT 081% 0.52% 2690 STA:100+74.07,18.001T TBVC EL:2689.24 _ 2690 TBVC EL2688.77,ME ''f�' ---- ---- 0.54% 0.49%---- --- - I I B E N C H M A R K S 0.48% ____ RIGHT TBVC 0.54%--- 0 73% STA:102+84.42,61.16'RT PC STA:102+60.55,21.19'RT TBVC EL:2690.09,ME TBM#5: CB®TBRC RT 2688 --- --- -- TBVC EL:2689.69 2688 NORTHING:8688,2501784.44 OFF: 67 FASTING 2,464,647.570 ELEVATION: 2,689.910 PT STA:102+84.42,46.1TRT STA:100+74.07, 18.00'RT STA:102+22.10,18.00'RT O TBVC EL2688.70,ME TBVC EL2689.50,AP EXISTING GROUND TBVC EL 2689.97(PROJ) 2686 AT CENTERLINE 2686 CONTROL POI NTS EXI TING WATER (APPROX) REFER TO MONUMENTS AND PROPERTY CORNERS TABLE,SHEET 2,FOR INFORMATION 2684 2684 ON MONUMENTS TO BE REFERENCED AND RESET. REFER TO SHEETS 18-22 FOR STORM 2682 DRAIN AND GRAVITY IRRIGATION PROFILES 2682 A 0 20' 40' 2680 2680 PLAN VIEW SCALE: 1"=20' VERTICAL SCALE: 1"-2' STORM DRAIN& IRRIGATION 2678 2678 DESIGN BY CSC NQT LOB-, 44 �� 1 4 Revisions: • S I G N A T U R E S 5 Design By: PRECISION Date: 07/2022 Drawn By: PRECISION Date: 07/2022 Survey By: CIVIL SURVEY Date: 04/2021 ✓pCON ON ' ' Ada County Highway District • 3775 Ada-s SacnddaBooioe, Idaho, 83714 • Project Number: 521043 Project Name: Eagle Rd, Lake Hazel Rd To Amity Rd Sheet 17 Of 59 21+00 22+00 23+00 24+00 2698 2698 EXISTING OROUND AT .L FINIS ED GROUND AT C.L. 2696 2696 2694 2694 18" STORv I RAIN (RE PROJ. #3 050) STORM DRAW 2692 123.04 LF 16 2692 _ —0.0 FT/FT 400=5.48 CFS 24+60.00 2698 W. 18"=26 1.17 2698 IF RIGATION 30 IRRIG LT. 131.46 24"0 FW 0 LOPE_ —0.0027 FT IFT 2688 2688 24+ .00 EXISI ING SAN. SE ER a W. 24"-26E 8.09 2686 x W 2686 m .� � cD J Z� J 0 O Xm ZVV-110 2684 'mWN ?$�N 2684 voir z ro zwa 6KWUD N fZN nfZ^ }'�Z } NZ 2682 N W OO N W OV 2682 25+00 26+00 27+00 28+00 29+00 2696 FINI HED GROUND AT C.L 2696 EXISTING GROUND kT C.L. 2694 2694 2692 2692 STORM DRAIN 0 204.24 LF 18"6 PV SLOPE _ —0.0045 FT FT CFS STOR DRAIN 2698 INV. 18" 2691.17 1..t6.79235.76 L 18"e PVC 2690 IF RIIF 247 29 .00 3PE — 24"0 PV IRRIGATION INV. 18"=2 9.21 2688 2688 SLOPE _ —0.0027 FT FT SLOPE —0.0027 /FT 24+60. 0 INV. 2 -2688.09 2686 Lr 29 00.00 2686 INV. 24"-2 86.90 CIVIL SURVEY 2684 N 2684 CONSULTANTS,INC = v> r Consulting Engineers and Land Surveyors N Meridian,ID • Phone:888-4312 Nma00 06 J J n �� . m �Z .NO O rpN 2682 Z R O' N$I V O x m N 2682 OS mNZ <K«m5 m N II Sg\DNA(F N O(�O�NOC N D:dam ��jjNO��� mN W. A �m p»> �x p> 20 40 26 NaW—0— N n�? 12680 0 p r Plan Scale Ely S. Revisions: Design By: MSH Date: 7/19/22 Drawn By: JRM Date: 7/19/22 Survey By: Civil Survey Consultants, Inc. Date: Mar. 2021 Ada County Highway District 3775 Adam www.achdidaho.orgIdaho, 83714 Project Number: 521043 Project Title: Eagle Rd. Amity Rd To Lake Hazel Rd Sheet 18 of 59 29+00 30+00 31+00 32+00 33+00 FINISHED GROUND AT C.It 2694 EXISTING GROUND AT C.L. 2694 2692 1 2692 2690 2690 STORM DRAIN O 214. 4 LF 18`0 C SLOPE _ —0.0044 /FT 29+00. STORM E RAIN 2688 INV. 18" 2669.21 225.76 LF 1 "0 PVC 2688 EXIS NG WATER (PPROX) IRRIGATIO =8.25 CFS0044 EX. 36" IRRIG L. 3 6.52 LF 24"15 PVC 2686 29+00. 0 EXISTING WATER (APPROX) INV. 18'� 687.27 2686 INV. 24 2686.90 2684 2684 EX. 15" IR RIG LT. 2682 ^^N 2682 C4 6 rMo p J O p U ONN� G O�D� p 2680 Z p N.x 33 .-X 2680 �R SZw mNVI N�a�mzm em Cl�Xm Nc0^^ O- mN +pal »> N X�> MaQ mZZZ ,xpr 34+00 35+00 36+00 37+00 38+00 2694 2694 FINISHED GROUND AT C.L. 2692 EXISTING GROUND AT C.L., 2692 2690 2690 2688 2688 STORM DRA IN 1 7.46 LF 18" PVC SL E _ —0.005 4 FT/ EX 36" IRRIG I T. =.111 2686 INV. 18' 2687. 2686 M N 292.54 LF 24"0 PVC SLOPE0.)025 FT/FT RIGATI0N 34+39.00, 73.13' T_ Q.. 11.05 CFS TV 2684 65 LF 6 00 PVC 2684 SL PE _ —O.0 29 FT/FT INV. 36'0 2685.58 38 20.00 CIVIL Z INV. 24'=2 83.94 SURVEY 2682 Ex 15" IRRIG 2682 CONSULTANTS,INC 43mw Consulting Engineers and Land Surveyors `� � Meridian,ID • Phone:888-4312 r 450m EX. 15" RRIG LT.'102680 1.N N N N N 2680 m Izm .o�N� zw g\GMALF <� i0 i0 +O(OM CNN �O E6\$T�f n� MM inNO N�� 26 M x >> co s p »j 20 40 n io zz o aa:m zzz 2678 0 -- --- -` r Plan Scale �r v�P�~ EwW S. Revisions: Design By: MSH Date: 7/19/22 Drawn By: JRM Date: 7/19/22 Survey By: Civil Survey Consultants, Inc. Date: Mar. 2021 Ada County Highway District 3775 Adam www.achdidaho.orgIdaho, 83714 Project Number: 521043 Project Title: Eagle Rd. Amity Rd To Lake Hazel Rd Sheet 19 of 59 39+00 40+00 41+00 42+00 2692 2692 FINISHED GROUND T C.L. EXISTINC GROUND Al C.L. 2690 2690 EX. 24" IR IG LT. 2688 IRRIGATION 2688 ST M DRAIN SLOPE _ —O.0014 FT/Fr O 8 12"0 PVC SL PE = 0.0060 Fr/Fr 2686 2686 STORM DRAIN EX. 24" IRRIG LT. EX. 24" IRRIG 36.37 LF 2 "0 PVC EX. 24" IG LT. 1 .04 LF 24'0 PVC IRRIGA N S 0.002 Fr Fr 0.002 FT Fi 103 LF 24 0 PVC IRRIGATION 26$¢ Qloo=12.2 CFS S OPE _ —0. 20 FT FT EXISTIN WATER (AP ROX S PE 26$4 38+20.0 INV. 24" 2683.9 2682 2682 42 60.00 41+66.00, 72.00' LT IRRHIATION INV 24"=2 83.15 p DAYLIG PIPE IN ITCH BANK 61 12"0 PVC 26$0 N X INV. 1 "=2682.25 S .0250 FT nr �, 2680 c=i ado rn it m c4=i a i ui n acli OD.tmOb J Z^ J" Q� J� �N Jj� J pp IIo J7tpp� 000 JaZ aDNNN D OMp Z aON� aMD-IjI.N G 1�pMp CnO O 7 OMO O�7N amo pR' t0 30 r WO a� tO3N a[ 'O d10 OtO tO O O m O oll O 2678 n0_.NN N N O_.Ndl II 1[ NW OINN Xm N 2678 =ZW HZ _Imm z QOSN NNZ mN Z 7NZ 3 MFm�mmm NLip Om2mB �(F m�mm $ Xm@ O K_X em a�jXm 8 �NNO NN N OOi ZN m NONE N` NO-- 8 mNN n. m" N N mN" N II II k + II +(9 CD N M aaD`Om Oa ¢m__ O �O A_ 43+00 44+00 45+00 46+00 47+00 2694 2694 NISHED GROUND AT C.L. 2692 E ISTING GROUND AT C.L. 2692 J J 2690 O 2690 to m _ N O O cqN O 2688 +(1 N n 2688 DITCH S E=0.0008 Fr/FT I STORM DRAIN 116. 8 LF 12"0 PVC SLOE = 0.0040 FT/FT 2686 2686 37 LF 24'0 PV IRRIG IRRIGATION SLOPE _ —0.00284 /FT' EXISTING WATER (APPR X) " SLOP = —0.002 Fr 268¢ 42+60. 0 2684 INV. 24 2683.15 QI00-2.j 2 US 46+ 996 a INV. 12"=2 2..79 CIVIL M SURVEY 2682 N� INV. 24"47se�.so 2gg2 CONSULTANTS,INC Consulting Engineers and Land Surveyors At Meridian,ID • Phone:888-4312 NZyyJ J w 26$0 N y o w X N 2680 m2lb 2 ¢'o Mpp n SS\GHAL spp F FO tGmNN C m w mio O�� m A 26 adz __ atn�1 2678 0 -` r Plan Scale �rF-`F EwW S � Revisions: Design By: MSH Date: 7/19/22 Drawn By: JRM Date: 7/19/22 Survey By: Civil Survey Consultants, Inc. Date: Mar. 2021 Ada County Highway District 3775 Adam www.achdidaho.orgIdaho, 83714 Project Number: 521043 Project Title: Eagle Rd. Amity Rd To Lake Hazel Rd Sheet 20 of 59 47+00 48+00 49+00 50+00 51+00 2690 J J pJp 2690 v) (V p N FINISHED-GROUND AlC.L. Lo co Lo 2 n II EXISTING GROUND AT .L. o N m m ai m 2688 uiCo m 2688 o �* + Lo w 2686 2686 2684 2684 IRRIGATI DITCH LOPE 24 LF 15 RCP —0.0 25 FT/FT EXISTING 1 " IRRIG 316.12 LF 12'0 M 0.0 SLOPE 0.0040 FT IRRI TION 0 DRAIN 2682 2682 319.22 LF 24'0 PVC OPE _ —0 0284 EXISTING WATER AP ROX SLOP = .0036 FT/746+9�9.962"=2682.79 00 2680 INV. 2 "=2681.90 2680 Qlaa= .28 CFS 724"= 0 RIGATION 9 117.78 LF 4"0 FNC S = —0.0 29 FT/FT03 2678 (§ � p 65 2678 r @ NI$1 8 f m H f N J cj J 0? c.3QON O w0Na 2676 O p N W N N H O@ N 2676 �NSNZ >N23 �O��mmm NIX@@ aiNN���� ai pm<N N� 2674 a z z z zz2674 52+00 53+00 54+00 55+00 L� Z 2686 _w FINISHED GROUND AT .L 2686 J= EXISTING GiOUND AT C. r s 2684 0 2684 J-00 H SLOP o OD 0.0025 /FT +p h� 2682 2682 STORM D N48. PVCSL PE FT/FT 2 90.09 LF 18'0 PVC T. 24-0 IRRIG LT. ST RM DRAIN SL PE 0.00 FT/FT149.ST LF DRAIN 2680 SLOPE 0.0020 FT 2680 51+ .00 XISTING WAT R (APPROX) oo=5.57 C INV. 8"-2681.09 51+40.33 2678 INV. 2 '=2680.65 2678 55+80.00 INV. 18'-26 79.74 2676 2676 rn KONSULTANTS, IVIL $ URVEY 2674 w x N 2674 INC O m = a a Consulting Engineers and Land Surveyors Z O Q~ o o Meridian,ID • Phone:888-4312 J fN JU Om(0t oxOX 04� OZ �NN$n 2672 w a>m w N (O N N 3@ 2672 N ZW N—, m���@mm �,%DHAL. o tp ZW< O�N���� �A w NxoZ aao�o ?Z o 20 40 ¢ o 26 o wo_ a)a¢m___ 2670 o Plan Scale EwW S � Revisions: Design By: MSH Date: 7/19/22 Drawn By: JRM Date: 7/19/22 Survey By: Civil Survey Consultants, Inc. Date: Mar. 2021 Ada County Highway District 3775 Adam www.achdidaho.orgIdaho, 83714 Project Number: 521043 Project Title: Eagle Rd. Amity Rd To Lake Hazel Rd Sheet 21 of 59 56+00 57+00 58+00 59+00 60+00 2686 2686 FINI HED GROUN AT C.L. 2684 EXISTING 3ROUND AT c.L. 2684 ENCASE PIPE COUPLING IN MIN. 6" THICKNESS CONCRETE. EXTEND MIN. _ 18" BEYOND COUPLING ENDS. 2682 — — ----- --- 2682 PIPE COUPLING EX. 24" IRRIG LT. STORM DRAIN PIPE PIPE 2680 250.09 LF 18"0 PVC STOR DRAIN 2680 LF 18 0 PVC tf SLOPE EX. 8"0 IRRIG EXISTING 1-18" MIN. = 0019 FT/FT z f 2678 EXISTIIIG WATER (A ROX) 2678 fD 55+30.00 INV. 18"-2679.7 PIPE COUPLING DETAIL 2676 58 83.11, 45.6 ' RT la- PVC 2676 N.T.S. y INV. 18"0=2679. 0 Z ary oirn 2674 rZ N7 n 1,4 N W 2674 QFQ N m�FN O JU Nn Nrl 1 Own CC Q OaZ n(4, ZZ r- 88 2672 �Q N W N a 0 Q N 3 W 2672 ZOxN Z •�mx N O D_'�ZBmmmm D_'�Zm •11mm Z FOF0 ZOO N NOON OroZ00 NN QQ P01NNO----- �jNO- N k O Opp»»> aO�p> » X 2670 1 �nao:mZZZZZ a�mz —ZZ 1 1w 61+00 62+00 63+00 64+00 65+00 2686 2686 EXISTING GROUND AT C.L EXISTING GROUND AT C L. 2684 2684 T- -- T I - - - 7 1 2682 � 2682 2680 2680 " STORM I RAIN EX. 18"0 RRIG RT. EXISTING 12 STORM D 2678 EX. 18"0 IRRIG RT. 2678 EXISTING WATER (APPR)X) 2676 2676 KONSULTANTS, IVIL URVEY 2674 w 2674 INC O Consulting Engineers and Land Surveyors x Z Meridian,ID • Phone:888-4312 o: 2672 w v 2672 N Q LiLl SS\0 NA L F� N N X w 20 40 .�670 - - Ca 7 Plan Scale EwW S. Revisions: Design By: MSH Date: 7/19/22 Drawn By: JRM Date: 7/19/22 Survey By: Civil Survey Consultants, Inc. Date: Mar. 2021 Ada County Highway District 1771 Ad.rns Street, Boise,www.achdidaho.orgoho, 83714 Project Number: 521043 Project Title: Eagle Rd. Amity Rd To Lake Hazel Rd Sheet 22 of 59 100+00 101+00 102+00 103+00 104+00 2694 TACONIC DRIVE 2694 2692 2692 FIN SHED GROUND AT C.L. 2690 EXISTING GROUND AT C.L. 2690 2666 r 2688 O 2686 STORM DRAT 2686 SLOPE = 0.0025 Fi 88.79 LF EXI TING WATER (APPROX) 2684 2684 1 +00 INV. 12"-28 4.99 N 2682 2682 aU iB 0? U pNppq pnpp �(J mN �� .�Dp0t0 OZ GMDW 1 _ OZ N0`i N 2660 0 N N O lV 3 N J 0 2680 =z WZU a WcJMtQ NFOm Omam n O�J z N CNN �N0 I ha0��Z Oaa »J> � mzz Sao: zzzz12678 103+00 104+00 105+00 106+00 107+00 2694 TACONIC DRIVE 2694 2692 IFINISHEC GROUND AT C.L 2692 EXISTING CROUND AT L. 2690 2690 2688 _,—EXIST NG 36" PVC RRIG 2688 STORM DRAIN 22.65 LF 1 "0 PVC SU IPE = 0.002 FT/FT 0 124.46 LF 12"0 INC 2686 NSLOPE = 0.0025 FT 2686 32. 1 R I 13 PVC; =0.002 FT SLO E 0.0025 FT PE)STING WATE (APPROX) 2684 2684 1C 4+00 INV. 12"=28 34.99 g CIVIL, Co SURVEY 2682 _ M u a 0 0 2682 CONSULTANTS,INC 'In t0 N M C a n`a Consulting Engineers and Land Surveyors v tO r O in a v N •9 Meridian,ID • Phone:888-4312 MmN •00 K S "a ^ a) Z �c'm ,N Z <00 O Ot0 ,,;4 16'D000 N[OON aa �N0 II ONO CNN •N aZa �(m0 t�O to naz 0�I��0 O MN_ 2680 •K N3N O 'o N3� K NN NN a;A NN++� + +O 2680 •�OSWN f0� :Ew •tOMN2� W �h2 z00— 00 \ONAL � a'Ci . 9 m �mm a¢��m mm uf�m�mm^'m ^9 ,SS F OWMNN N a0 MN0 NFO 0 MID NN OrO��NN®®N ®®N O� G\STD �jNO�� �U OEM +NNO7 �7 �VjNO�� QE' QjF p��p» > oN 1p» Maa�O> '» oco�p» > 7�> 0 20 40 a o:m?? ? �n m?? Il ao:m? ?? �aa:m ZZZZZ ??Z o x Plan Scale EwW S � Revisions: Design By: ASH Date: 7/19/22 Drawn By: JRM Date: 7/19/22 Survey By: Civil Survey Consultants, Inc. Date: Mar. 2021 Ada County Highway District 1771 Adam ws Street, Boise,ww.achdidaho.orgoho, 83714 Project Number: 521043 Project Title: Eagle Rd. Amity Rd To Lake Hazel Rd Sheet 23 of 59 0 ° 0f @r m n � a'-o" s'-o" OPERATORS(TYP)NOTCH FOR 9/16"SS ANCHOR BOLTS WITH 4"MIN.EMBEDMENT W/SS S-6" 6" 3'-0" 6" 3'-0" 4._0" 3._9. WASHER AND REMOVABLE NUTS TYP (TYP CORNER OF EACH FRAME). ANCHOR BOLTS SHALL BE 12 our EDGES M OF 2"FROM WALL \�R�OW) (TYP). FL FL 4 LBS/SF EXPANDED STEEL TOP (TYP) 24'0 OUT 24"0 OUT 24"0—IN i i 24"0 IN 1 1/2"X 1/8"STEEL FLAT BAR.WELD AROUND PERIMETER OF EACH SECTION AND CUTOUTS. 2"x2"SLOT FOR WIER BOARDS (TYP) 2"x2"SLOT FOR WIER BOARDS (TYR) PLAN PLAN BOX COVER PLAN IRRIGWON STRUCTURE 1 & 2 TO BE PAID UNDER ITEM 0703.4.1.A.1 - CONCRETE(CAST IN PLACE). COST TO FABRICATE AND INSTALL STEEL GRATING CONSIDERED INCIDENTAL TO ITEM 0703.4.1.A.1. CANAL GATES TO BE PAID UNDER ITEM 0802.4.1.K.1. SHARP CRESTED WEIR TOP OF WEIR=2688.05 SHARP CRESTED WEIR 1�1 (MAX) CATCH SLOPE TOP OF WEIR=2685.90 12"0 WATERMAN C-10 CANAL GATE \ / (TYR OF 2) MOUNTING SPACERS AS 12"0 WATERMAN C-10 CANAL GATE REQUIRED AT EACH MOUNTING POINT. MOUNTING SPACERS AS REQUIRED AT \2" 1'-2' 1' 1'-2' 2°/ EACH MOUNTING POINT. MEASUREMENT STICK 8._0. FINISHED GROUND — TOP OF BOX=2690.40 \ 3 1 2 I — TOP OF 1311X=2690.00 I MEASUREMENT STICK 6"TYP.ALL WALLS AND FLOOR I 6"TYP.ALL WALLS AND FLOOR I #4 REBAR HORIZ. &VERT. 16"O.C. FINISHED GROUND i #4 REBAR HORIZ. &VERT. 16"O.C. TYR.ALL WALLS AND FLOOR. TYR.ALL WALLS AND FLOOR. \\ INV. 12"0=2686.80 INV. 12"0 I I 3' THICK CLASS 3000 CONCRETE PER ISPWC SECTIDN 703 MATERIAL 2470 IN I —�24"0 OUT I NATIVE MATERIAL NOTES COMPACT TO 95% 1. CONTRACTION JOINTS SHALL BE STANDARD DENSITY PLACED 8-FOOT INCREMENTS INV. 12"0 I I INV. 12"0=2684.40 LONGITUDINALLY (MAXIMUM). INV.24"0=2683.25 2. STATION AND ELEVATION SHOWN ON -2684.50 PLAN ARE TO CENTERLINE AND FLOW INV.OF BOX-2682.75 LINE OF DITCH. 24"0 IN 24'0 OUT INV.24"0=2681.00 Concrete Lined Ditch Section - Item 0602.4.1.0.1 6"COMPACTED SECTION A-A 3/4"GRAVEL BASE Scale, Not To Scale INV.OF BO%-2680.50 L CIVIL SURVEY 6"COMPACTED CONSULTANTS,INC SECTION A-A 3/4"GRAVEL BASE Consulting Engineers and Land Surveyors DIVERSION BOX STRUCTURE #1 Meridian,ID • Phone:888-4312 SCALE. 1/2=l DIVERSION BOX STRUCTURE #2 SCALE: 1/2"=l' SS%GNAL E� QOE��G\ST 9 • D E T A I L T I T L E Revisions: • S I G N A T U R E S • �� `�<Q~ IRRIGATION DETAILS Design B MSH Date: 7 19 22 Drawn B JRM Date: 7 19 22 EW S.� 9 Y� / / Y� � / Ajip Ada County Highway District 3775 Adams Street, Boise, Idaho, 83714 Project Number: 521043 Project Title: Eagle Rd. Amity Rd To Lake Hazel Rd Sheet 24 of 59 www.reet, a Boise, I y y m Fo\ EXISTING GROUND AT SECTION LINE P/L TOP OF EMBANKMENT=2687.0 FINISHED GROUND AT SECTION LINE F� NOTES O1 REMOVAL OF OBSTRUCTIONS, ITEM 201.4.1.C.1 (, N 00 I — 2O REMOVE TREE 6"+, ITEM SSP 29093 N N 27' \ -/ 7 8 T 10' 8'� 29 INLET PIPE AND PROTECTION APRON PER ISPWC SD-628, ITEM SP-06014 00 IN 30 24" STORM DRAIN PIPE, ASTM F679 PVC, ITEM 601.4.1.A.5 SPILLWAY=2686.0 31 48" STORM DRAIN CATCH MANHOLE, ITEM 602.4.1.E.1 ?se, Fc ,, SECTION C—C 32 72" CONFLICT MANHOLE, ITEM SP �q'h� 2se) \ SPILLWAY DETAIL 43 HAND PLACED RIP-RAP, ITEM 208.4.1.1.3 SCALE: 1"=5' 60 STORM BASIN SAND FILTER, SP-1551 s 65 GROUNDWATER OBSERVATION WELL, ITEM 602.4.1.Q.1 j S FC a STRUCTURE Qr ir CONC. 1 a j mg t � I � APPURT.� 10'- F\$ Fc \ 00 N J \ 4. 3 m ! d > I EGOn \ j STRUCTURE 1 00 a I \\ Q \ CONC. LLJ ■. �� III \\ 0 0 \ J w 2 x 43 29 1 4 03 Ld 65 40+2 0 \ Z j a j j j j S 42.0 LT sF 30 as 30 62 m LF 32 I 31 n --'rixvr--x--x— x—"' Ild x-- ----- 0 yNMw9 �` E TI N B-B Ste' SECTION A-A 11 HOR. 1"=20 VERT: 1"=2FINISHED GRO JIND AT SECII ION A-A 2690 " 2690 EXISTING GROUND AT SECTION A-A EXISTING DROUND AT SECTION B- 0 10 20 40 60 2688 TOP OF K-2687.0 (TYP) RFLOW P TH (FG=268 0) 6:1 S OPE FORA ESS 2688 SCALE: 1 �- FINISIIED GROUND AT SECTION 12" MIN. COVER -B PIPE / �- 2686 2686 —�\ STORM DRAIN ORM DRAIN 2684 ' 2. 5 LF 24" 83E 9 0.0030FT/FT 12684 SLOP = 0. N CIVIL m � SURVEY 2682 N 2gg2 CONSULTANTS,INC BOTTOM F POND=26 .0 (TYP) N Z U Consulting Engineers and Land Surveyors Meridian,ID • Phone:888-4312 J J `Oroa p V1 26V0 N ago N3K < Oil 26p0 O2W� a�IV)Z .all ai of 2pm �WaDfm@ �SS�ONALF MD_ o 00 NONN NN ON^ ¢0404'GtST O W O i II O O QO II 2678 O 7yJ• P Ely S � Revisions: Design By: MSH Date: 7/19/22 Drawn By: JRM Date: 7/19/22 Survey By: Civil Survey Consultants, Inc. Date: Mar. 2021 Ada County Highway District 1771 Adam ws Street, Boise,ww.achdidaho.orgoho, 83714 Project Number: 521043 Project Title: Eagle Rd. Amity Rd To Lake Hazel Rd Sheet 25 of 59 ------ &Do EXISTING GROUNDWATER MONITORING WELL NOTES 0 918" STORM DRAIN PIPE, PS-46 PVC, ITEM 601.4.1.A.5 2680 2S• \ O w 24 CONNECT TO EXISTING PIPE, INCIDENTAL TO PIPE ITEM r 'h 2679j--�--a^ a s i \� i� I \ FUTURE ROAD CONNECTION 29 INLET PIPE AND PROTECTION APRON PER ISPWC SD-628, ITEM SP-06014 + 1 267 (BY OTHERS) 22 LF 38 a j 2677 ,rp 1' �\ E. GRAYSON ST 31 STANDARD 48" STORM CATCH MANHOLE, ITEM 602.4.1.E.1.048 HAND PLACED RIP—RAP, ITEM 208.4.1.1.3 STORM BASIN SAND FILTER, SP-1551 A I 29 43 --- --- -------- � � � 3 Q r N p l 24 31 1 a Of m J r 3 a 3 3 a a a 3 3 a a 3 j S a CD II 20'—� O I Ep.Mflr 2 1 �ti 100• a a a 3 3 3 a a 3 3 a a 3 a 267 W 267 LU 3 3 In 1 268 4j . Q R=500' I �268 � r Ito OV1 P< N I P/L — I � m S CTIO A- HORCA1"=20' SECTION B-B VERT: 1"=2' 2686 2686 ISTING G UND AT SECTION A—A 2684 2684 FINISHED GROUND AT SECTION B— r FI 41SHED GROL ND AT SECT I N A—A EXI NG GROUN 3 AT SECTIO B—B 26$2 2682 0 10 20 40 60 12" MIN. C 2680 OVER PIPE 2680 SCALE: 1"=20' 267$ 36. ORM DRAIN 6:1 SLOPE FOI I ACCESS 267$ 0.01 3 F77FI' 2676 2676 LJ z BOTi M OF POND 677.0 ) �—BOTTOIA OF POND 77.0 (TYP o KONSULTANTS, IVIL ZW URVEY 2674 as 2874 INC x Consulting Engineers and Land Surveyors Meridian,ID • Phone:888-4312 rx aaZ! o 0 N Z O O 2672 N N OK O�m 2672 ,o Mf NOW 6Ld Sg\ONALF� f c0Q 00 CID CL �G/\'SSTd�f + II�z^zjz^z + z ¢OD P71R(1 L'� P 2 Km`d` � ` 12670 O 7\{T=p P EW S � Revisions: Design By: MSH Date: 7/19/22 Drawn By: JRM Date: 7/19/22 Survey By: Civil Survey Consultants, Inc. Date: Mar. 2021 3775 Adam ,M Ada County Highway District www.achdidaho.o oho, 83714 rg Project Number: 521043 Project Title: Eagle Rd. Amity Rd To Lake Hazel Rd Sheet 26 of 59 MATCHLINE-STA:104+20-REFER TO SHEET 29 SW TBC ALIGNMENT, L=85.52' SEE PROFILE SHEET 30 R-133.00' =209.39' A=36'50'37" R=804.00' CHORD=84.06' A-14'55'19" NW TBC ALIGNMENT, CHORD=208.80' L=102.66' F SEE PROFILE SHEET 31 CHORD BRG=N56°02'34"E R=78.00 CHORD BRG-N12'16'31"W° 5'24' L=142.16' 83 6-7'24'49" L=67.46' R=1535.00' CHORD=95.41' R=874.00' 0=578'22^ CHORD 3RG=N57'2635 W : 82 L=62.94' d-4'25'22" CHORD=142.11' . '., R_84.00' CHORD=67.45' CHORD BRG=NO1'46'02"E ,...�.. ' PCC STA: 83+22.23 d=42'55'47" B CHORD BRG CHORD BRG=N030550 W 00 "�r-"'\ ." - PCC STA: 92+27.36 _ W W W �1NOS'18'31"W Of) 11 -� 52.40' (n 0 0 PCC STA: 94+10.17 n PT STA: 92+90.30 PI STA: 36+76.19 PC STA: 93+42.71 W W J 34 1 - - 1- - 36 37 - 36 0 - - EAGLE ROAD - N PC STA: 12+44.80 EAGLE ROAD STA 35+33+55,0.00' 00 Cl) = TACONIC DR STA: 105+28+05,000'-, ° C0 12 ! PCC STA: 13+03.18 ; 124 3 PCC STA. 122+49.28 Lll Zi - 2 F- 56.50' L=58.38' F R=84.00' PI STA: 105+76.06 NE TBC ALIGNMENT SEE PCC STA: 124+10.31 0=39°49'16 ° PCC STA: 121+95.39 r; .:> 'PROFILE SHEETS 31 &32 L=161.03' R924.00' L=135.81' CHORD=57.21' CHORD BRG=N12'24'01"E L-71.60' R=1476.00' a9'S9'07" �=5°1 6'19" R 98.00' CHORD-160.83' CHORD=135.76' 0-41'51'48" CHORD=70.02' PCC STA: 13+74.79 L=53.89' CHORD BRG=NO5°50'40"W CHORD BRG=N01°47'03"E CHORD BRG=N53'14'33"E R=4 0=6'30'520'52 $ " L=53.48' CHORD-53.87' SE TBC ALIGNMENT,, R=53.00' CHORD BRG-N14'05'40"W SEE PROFILE SHEET 30 A=57°49'02" CHORD=51.24' CHORD BRG=1146°15'37"W PCC STA: 121+41.91 L-28.45' R=90.00' a18°06'52" CHORD=28.34' CHORD BRG=1184°13'34"W PCC STA: 121+13.45 N L-106.47' R-380.00' L=68.90' 4=1 6'03'13" R=898.00' CHORD=106.12' A=4.23'46" CHORD BRG=N82.12'03"E CHORD=68.89' CHORD BRG=S84'31'07"W 0 PT STA: 14+81 26 PRC STA: 120+44.55 L1J 0 R=302.00' U aa•zTo7" V CHORD=44.51' S89'46'20"E Z CHORD BRG=S86'32'48"W 47.91 0 U L-38.25' ~ PC STA: 120+00 � V R=30.00' iv d=73°03'07" N89'13'39"W CHORD=35.71' I 20.00' 0 20' 40' CHORD BRG=S53'14'471 i PC STA: 15+29.17 TACONIC DR STA: 107+78.53,31.031 % =HE TBC STA: 119+80,0.00' SCALE: 1"= 20' TACONIC DR STA: 107+90+58,48.25'R =SE TBC STA: 15+67.42,0.00' n g5 NG, -- ■ • S H E = T - 1 - _ 1 4 Revisions: • S I G N A T U R E 5 Design B PRECISION Date: 07 2022 Drawn B PRECISION Date: 07 2022 Roundabout Curb Plan o 5 9 y � Y � CON ON ' ' Ada County Highway District • 3775 Adaw s StreedaBooioe9 Idaho, 83714 • Project Number: 521043 Project Name: Eagle Rd, Lake Hazel Rd To Amity Rd Sheet 27 Of 59 L=209.39' L=58.70' R=804.00' R=667.00' A=14'55'19" A=5'02'32" CHORD=208.80' CHORD=58.68' CHORD BRG=N12'16'31"W CHORD BRG=NC2°17'35"W .. . ....,..r ,.: -. SW TBC ALIGNMENT, N E PROFILE SHEET 30 . . .r c: >, , LU W. Cn p EAGLE ROAD STA: 31+50,29.50'L PC STA 80+54.14 cc: STA: 81+12.84 � : =SW TBC STA: 80+00,0.00' N00'13'41"E � EAGLE ROAD 54A4' w 9 30 31 32 33 — 8 — — — — V Cl) M PC STA: 10+54.05 SE TBC ALIGNMENT, PT STA: 11+88.30 N00°13'41"E SEE PROFILE SHEET 30 F 54.05' 10 11 LU Z J U L=134.25' EAGLE ROAD STA: 31+50,29.50'R R=994.00' =SE TBC STA: 10+00,0.00' A=7'44'18" CHORD=134.15' CHORD BRG=1103°38'28"W L=142.16' x R=1535.00' L=103.98' 0=5'18'22" R=1419.00' CHORD=142.11' A=4°11'54" CHORD BRG=NO1'46'02"E CHORD=103.95' '4-� CHORD BRG=NO2'19'16"E N . 71 w 0.69' _ .. ,., ._ U) NW TBC ALIGNMENT, SEE PROFILE SHEET 31 Ir PRC STA: 95+52.33 PT STA: 96+56.30 w EAGLE ROAD STA: 40+50,29.501 w w EAGLE ROAD -NW TBC STA: 96+56,99,0.00' 39 40 41 42 N — 1 — — O— — — e — — — — 9— — 1 — — 9 co co Q HE TBC ALIGNMENT,SEE PROFILE SHEETS 31 & 125 32 Z 126 J Q PRC STA: 125+46.13 PT STA: 126+54.43 EAGLE ROAD STA: 40+50 29 50'R L=135.81' R=1476.00' L=108.30' -X-� =NE TBC STA: 126+55.11,0.00' A=5109" l R=1478.00' �X N00'13'19°E CHORD=135.76' \ CHOR D=108.4 0.69' CHORD BRG=NO1'47'03"E = CHORD BRG=NO2'19'16"E9'16"E 0 20' 40' SCALE: 1"=20' 000NON . —— ■S IT E = T - 1 - _Revisions: • S I G N A T U R E 5Desi n B PRECISION Date: 07 2022 Drawn B PRECISION Date: 07 2022 Roundabout Curb Plan 9 y � Y � ' ' Ada County Highway District • 3775 Adaw s StreedaBooioe9 Idaho, 83714 • Project Number: 521043 Project Name: Eagle Rd, Lake Hazel Rd To Amity Rd Sheet 28 Of 59 L=85.52' S00'03'40"W R=133.00' TACONIC DR STA: 103+13.03,77.97'L 25.45' =NW TBC STA: 90+00,0.00' 0=36'50'37" CHORD=84.06' PC STA: 90+25.45 CHORD BRG=N56'02'34"E L=7299' R=682.00' A--6°07'54 . . CHORD=72.95 CHORD BRG=N7731'49 E. N F 91 w 1U L=43.40' _ R=25.00' PCC STA. 91+41.84 U) 0 F o CHORD=38.15' NW TBC ALIGNMENT, cc ----_ _ ... .. CHORD BRG=S49'40'17"E SEE PROFILE SHEET 31 w LL PCC STA: 90+68.85 W 110 101 102 103 104�-__ ' — — o- — — ' — — ) — — ' — ®��� — — N TACONIC DRIVE PC STA: 84+59.27 S84'51'01"W PT STA: 84+24.90 V 34.37' p SW TBC ALIGNMENT, SEE PROFILE SHEET 30 F U) PT STA: 84+96.19 LLl Z J 7EP— P�EP L=102.66R=78.00 Q�Ep D75'24'49' EP L=36.92' CHORD=95.41 S00'14'14"W _ R=25.00' CHORD BRG=N57'26'35"W 17.14' A=84'36'47" — CHORD=33.65' CHORD BRG=S42°32'37"W w TACONIC DR STA: 103+13.26,61.17'R D =SW TBC STA: 85+13.33,0.00' Z w > Q Q J U a N 0 20' 40' SCALE: 1"=20' A g5 NG, 1a �� • S H E = T - 1 - _ 1 4 Revisions: • S I G N A T U R E 5 Design B PRECISION Date: 07 2022 Drawn B PRECISION Date: 07 2022 Roundabout Curb Plan V0 5 9 y � Y � CON ON ' ' Ada County Highway District • 377s AdawwwSacnddaBooioe9 Idaho, 83714 • Project Number: 521043 Project Name: Eagle Rd, Lake Hazel Rd To Amity Rd Sheet 29 Of 59 2698 80+00 81+00 82+00 83+00 84+00 85+00 2698 2696 / \ 2696 2694 STA: 80+00 \ / \ 2694 TBVC: 2692.56 EXISTING GROUND AT NEW TBC / GB STA: 83+47.90 GB STA: 84+59.27 2692 — TBVC: 2690.18 LP STA: 83+79.07 TBVC 2690.20 2692 TBVC: 2689.81 STA: 85+13.33 _072% ----- GB STA: 83+06.86 \ TBVC: 2689.90,ME i TBVC: 2690.34 \ <^ — 2690 — — +° _ �_ _ -1.19% 0.49% -oss% 2690 +N TOP BACK OF CURB ---- ---_ 2688 2688 2686 2686 2684 SW TVBC Profile - Sta. 80+00 to 85+20 2698 10+00 11+00 12+00 13+00 14+00 15+00 2698 7696 2696 2694 STA: 10+00 TBVC: 2692+49 TOP BACK OF CURB 2692 GB STA: 12+97.02 TBVC: 2690.40 STA: 15+67.42 LP STA: 15+29.17 TBVC: 2689+16 n ory ---- 2690 TBVC: zsasss 2690 ------ o —� -0.62% ---- ---- w _0.53% EXISTING GROUND \�- 2688 AT NEW TIC �m M� �> m 2 2686 a SE TVBC Profile - Sta. 10+00 to 15+80 0 20' 40' PLAN VIEW SCALE: 1"=20' VERTICAL SCALE: 1"=2' ME 21MIMINT, 000NON . S N E = T - 1 - _Revisions: • S I G N A T U R E 5Design By: PRECISION Date: 07/2022 Drawn By: PRECISION Date: 07/2022 Roundabout Curb Profiles ' ' Ada County Highway District • 3775 AdawwwSacnddaBooioe9 Idaho, 83714 • Project Number: 521043 Project Name: Eagle Rd, Lake Hazel Rd To Amity Rd Sheet 30 Of 59 2698 90+00 91+00 92+00 93+00 94+00 2698 2696 2696 2694 /� 2694 STA: 90+00 / TBVC: 2690.01,ME / GB STA: 90+68.85 / 2692 NC 2692 LP STA: 90+25.45 EXISTING GROUND AT NEW TB TBVC: 2690.15 TBVC: 2689.91 /� �� GB STA: 91+49.74 LP STA: 94+62.10 TBVC 2689.71 2690 —0.40% 0.57% / --__ TBVC: 2688.45 -o.s4% �� ^�—� 2690 i -0.40% --_ ---- —�\\� --- ---� +� 2688 + oP BACK of cuR6 2688 U m 4O +N + 2686 m 2686 NW TVBC Profile - Sta. 90+00 to 94+80 2698 95+00 96+00 2698 2696 120+00 121+00 122+00 123+00 2696 2696 2696 2694 2694 2694 2692 GB STA: 121+50.92 STA: 120+00 TBVC: 2689.79 GB STA: 122+14.43 TBVC: 2688.76,ME TBVC: 2689+48 STA: 96+56.99 2692 TBVC: 2688.93 2692 2690 TOP11 BACK OF CURB 76C, GB STA: 95+95.02 LP STA: 96+31.40 0.69% _ \ -0.41% TBVC: 2688.98 TBVC: 2688.82 — --_ ——— — — — -- ---- —_-- 2690 2690 2688 M 2688 TOP BACK OF CURB EXISTING GROUND N f +g +ro 0.40 II-0.44% 0.42% +od N AT NEW TBC � .. i� II N o> 2688 �� — — II 2688 2686 2686 ,*+E EXISTING GROUND I/ + AT NEW TBC 2686 m 2686 2684 NW TVBC Profile - Sta. 94+80 to 96+80 NE TVBC Profile - Sta. 120+00 to 123+20 0 20' 40' PLAN VIEW SCALE: 1"=20' VERTICAL SCALE: 1"=2' ME ZINIMINT, 000NON . S H E = r - 1 - _Revisions: • S I G N A T U R E 5Design By: PRECISION Date: 07/2022 Drawn By: PRECISION Date: 07/2022 Roundabout Curb Profiles ' ' Ada County Highway District • 3775 AdawwwSacnddaBooioe, Idaho, 83714 • Project Number: 521043 Project Name: Eagle Rd, Lake Hazel Rd To Amity Rd Sheet 31 Of 59 2696 124+00 125+00 126+00 2696 Illpill 2694 2694 2692 2692 STA: 126+55.11 TBVC: 2688.94 LP STA: 124+62.36 GB STA: 125+90.62 TBVC: 2688.47 EXISTING GROUND TBVC: 2688.98 LP STA: 126+29.02 2690 AT NEW TBC TBVC: 2688.83 2690 -0.417 0.407-— -0.407 0.40% 2688 -- ---- 2688 TOP BACK OF CURB 2686 N' 2686 2684 2684 NE TVBC Profile - Sta. 123+20 to 126+80 0 20' 40' PLAN VIEW SCALE: 1"=20" VERTICAL SCALE: 1"=2' 000NON . ME 21MIMINT, S H E = T - 1 - =Revisions: • S I G N A T U R E 5Design By: PRECISION Date: 07/2022 Drawn By: PRECISION Date: 07/2022 Roundabout Curb Profiles ' ' Ada County Highway District • 3775 Ada-s SacnddaBooioe9 Idaho, 83714 • Project Number: 521043 Project Name: Eagle Rd, Lake Hazel Rd To Amity Rd Sheet 32 Of 59 N O T E S L E G E N D 1.ALL ELEVATIONS LABELED ALONG TOP BACK OF CURB. ER EAGLE ROAD CENTERLINE STATION,OFFSET FT POINT OF TANGENT 2.REFER TO CENTER ISLAND PROFILE ON SHEET 35. TD TACONIC DRIVE CENTERLINE STATION,OFFSET FG FINISH GRADE LP LOW POINT GB GRADE BREAK HP HIGH POINT PRC POINT OF REVERSE CURVE ME MATCH EXISTING PCC POINT OF COMPOUND CURVE AP ANGLE POINT 1/2 1/2 DELTA OF CURVE OR 1/2 POINT ALONG A LINE SEGMENT PC POINT OF CURVATURE 1/4 1/4 DELTA OF CURVE OR 1/4 POINT ALONG A LINE SEGMENT PT#23 PT#22 - PT#24 1/2 PRC C7 AP PRC '.- C6 PT#21 _... PT#25 AP PT#27 PT 20 PT#14 PT#26 AP 1 PT#12 # 1/4 AP PT#9 1/2 C¢ O C1 PT#2 PT 4 PT#5 PCCPT#PT CS 31 EAGLE ROAD PT PC# C2 '/2 PT#13 PT#15 PT 16 32 PC 34 AP AP PT#19 — — — — — — — — — 1— PRC ER+51.58,0.01'R C3 PT 10 PT#11 2692.66,CROWN PT#6 PT#7 H PT PT#17 C9 PT#1 PT#3 1/4 1/2 1/4 1/2 P PT PC T#18 C10 PRC ...,. PT#32 , PRC 5 PT#35 PT#31 O AP 51 PT#37 PT 49 PT PRC O PT#47 PT 53 AP PI STA. 1 #36+76.19 PT#46 PCC 1/4 1/2 �/4 PT#55 PT#57 PT#30 PT#34 PT#42 PT#44 1/2 C18 C20 PRC 1/2 PRCPT# as C16 /2 PT 37 PG C21 EAGLE ROAD 1 _ C19 — P1#40 C17 PT#43 PT#45 PT#50 PT#54 C22 ER+90.28,1.21'L PT#39 AP 1/2 1/4 P PCC 1/4 PT#52 1/4 P PRC PT#58 pT#6p C23 2689.12,CROWN PT#29 AP PT#41 1/2 PCC PRC p4A 1/4 PT#33 O GA4 PCC � PT#36 AP#38 AP PT . PRC A 0 20' 40' _ ■ 4� Nolte a SCALE: 1"=20' S H E - T - I - _ 1 4 Revisions: • S I G N A T U R E 5 Design B PRECISION Date: 07 2022 Drawn B PRECISION Date: 07 2D22 Splitter Island Grading Plan V0 5 9 y � Y � CON ON ' ' Ada County Highway District • 3775 AdawwwSacnddaBooioe9 Idaho, 83714 • Project Number: 521043 Project Name: Eagle Rd, Lake Hazel Rd To Amity Rd Sheet 33 Of 59 N O T E S L E G E N D 1.ALL ELEVATIONS LABELED ALONG TOP BACK OF CURB. ER EAGLE ROAD CENTERLINE STATION,OFFSET FT POINT OF TANGENT 2.REFER TO CENTER ISLAND PROFILE ON SHEET 35. TD TACONIC DRIVE CENTERLINE STATION,OFFSET FG FINISH GRADE LP LOW POINT GB GRADE BREAK HP HIGH POINT PRC POINT OF REVERSE CURVE ME MATCH EXISTING PCC POINT OF COMPOUND CURVE AP ANGLE POINT 1/2 1/2 DELTA OF CURVE OR 1/2 POINT ALONG A LINE SEGMENT PC POINT OF CURVATURE 1/4 1/4 DELTA OF CURVE OR 1/4 POINT ALONG A LINE SEGMENT Roundabout Curve Data Table Curve Data Table CURVE NO. LENGTH RADIUS DELTA CHORD CHORD LENGTH BEARING C1 7,85' 2.50' 180'00'00" 5,00' N90'00'00"W C2 61,08' 694.00' 5°02'32" 61.06' NO2'17'35"W C3 130.60' 967.00' 7'44'18" 130.50' S03'38'28"E C4 169.46' 831.00' 11'41'02" 169.17' N10'39'22"W _ CS 41.78' 111.00' 21'34'06" 41.54' S03'16'26"W ... PT#77 PT#76 1/2 PRC PT#6> C6 20.08' 831.00' 1°23'04" 20.08' N17°56'55"W C31 '- PT#65 AP C2 - C7 4,58' 2.00' 131*16'43" 3.64' N46'59'54"E PT 62 PT#63 AP _- PRC75 C8 41,69' 76,00' 31'25'46" 41.17' S83'04'37"E PRC 1/2 C25 PT#70 C9 2.21' 1.00' 126'53'50" 1.79' S35'20'35'E PT#69 AP PT#74 C24 AP 1/2 ` CIO 16.21' 111.00' 8'22'01" 16.20' S23'55'19"W 102 103 C26 04�'•� 1 C11 4.57' 2.00' 130*57'14" 3.64' S50'2538"W TD+38.44,4.10'L PT#64 PT#66 pT 8 PT#73 - o- TACONIC DRIVE AP PT 61 PC C28 PRC C12 39.85' 76.00' 30'02'37" 39.40' N79'07'03"W 2690.22,CROWN PT AP PT# C2 /2 9 C13 2.27' 1.00' 130*05'18" 1.81' N29'05'43"W PT#72 PRC C14 17.66' 501.00' 2°01'09" 17.65' S14'02'25"E C15 15,37' 111.00' 7°55'59" 15.36' N31°58'56"E C16 53.56' 111.00' 27'38'39" 53.04' N08'30'48"E EP EP EP -= C17 165.74' 95100' 9°59'07 16553' S05'5040'E C18 65.38' 847 00' 4'25'27 65 36' NO3'05'50'W CEP EPA C19 138.30 1503.00 5'16'19' 138.25' S01'4703'W C20 139.66' 1508.00' 5'18'22" 139.61' N01°46'02"E C21 43.51' 1461.81' 1°42'20" 43.51' NO3'33'29"E C22 43.68' 1448.63' 1'43'39" 43.67' S03'33'28"W C23 7.85' 2.50' 180'00'00" 5,00' S87'26'33"E J� C24 6.15' 2.00' 176'08'05' 4.00' S07'04 57'E C25 57.36' 703.00' 4'40'29' 57.34' S78'38'51'W C26 27.19' 111.00' 14'02 04' 27.12' S88'07 57"E 027 20.75' 703.00' 1°41'29" 20.75' S74'34'05"W C28 18.31' 111.00' 9°27'00" 18.29' S70'42'03"E C29 2,02' 1.00' 115'41'23" 1.69' N56'10'46"E C30 26.93' 86,00' 17'56'31 26.82' N07'18'20"E fff C31 4.28' 2.00' 122*33'15" 3.51' N45'00'02"W re + C32 27.34 86.00 18'12'46" 2722 SO4'4344W �$ C33 PT#PRC PT#84 PT 94 C33 2.02' 1.00' 115'41'23" 1.69' S53'28'03"W O� H PTPR8 C3S 1/2 AP#85 AP#87 PT#91 PC#92 C39 /2 PCC96 106 107 108 109 C34 4.21' 2.00' 120'28'00" 3.47' S46'23'52"E s C38 - - - I - - C35 18,47' 111.00' 9°32'02" 18.45' N73-27'17"W PT#80 PT#90 TD+58.53,3.48'R TACONIC DRIVE AP 2689.07,CROWN C36 20.36' 401,00' 2°54'33" 20.36' N74'49'25"E O 1/2 U PT#89 C37 PT#95 PT#97 C40 AP 0 PT#93 PT PO C37 86.25' 401.00' 12'19'24" 86.08' S84'00'41"W PT#88 1/2 PT#81 86 AP C38 19.40' 111.00' 10'00'56" 19.38' S88'54'34"E PT PRC C34 C36 PT#83 AP C39 80.46 324.00' 14'1SW 80.26' S86'48'11"E -' PTPRC 1/2 _ C40 5.93' 2.00' 169'51'42" 3.98' S05'14'32"W 818' 50100' 0°56'08" 818' S11'18'18"E IV A 0 20' 40' _ ■ 4�g5 Nolte SCALE: 1"=20' S H E - T - I - _ 1 4 Revisions: • S I G N A T U R E 5 Design B PRECISION Date: 07 2022 Drawn B PRECISION Date: 07 2D22 Splitter Island Grading Plan vo 5 9 y Y CON ON -�' Ada County Highway District • 3775 Adaw s Stree, Booise, Idaho, 83714 • Project Number: 521043 Project Name: Eagle Rd, Lake Hazel Rd To Amity Rd Sheet 34 Of 59 :.:.• ,,.:• STA.10 +83.09,12.67'R TBVC:2690.65 \ ..r..: .....yae�.... .. STA.10+34.68,12.67 R : 2690.66 TBVC:2690.88 11+24.72.1 'R TBVC: � •';�+:�?,'. 1. STA:13+31.54,1267'R r1 STA:11+67.41,12.67'R TBVC 2691.16 STA:1i+66.77,27.47'R TBVC:2691.15 TBVC TACO N I C DRIVE �•.:` :.,: '.; :2691.37,E 103, S89'46'21 104 105 - - - 1�89'46'20"E 107� 528.05' _ n 'd�z'2�;.:'i.:i`."� � •`' 323.94. TACONIC DR STA: 104+60.05= U O EAGLE ROAD STA: 35+33.55 CENTER ISLAND STA: 10+00 =TACONIC DR STA:. 105+28.05 <"STA 12+35.60,27.47 R PiSTA.,105+76.06 ----- TBVC:2691.84 lj- 12.67'R •' - TBVC 2691.62 �w _ STA:12+90.57, 12.67'R `�<r • TBVC:2691.47 Q / i STA:12+49.60,12.67'R O / TBVC:2691+64LU LU 1 2698 10+00 11+00 12+00 13+00 14+00 2698 LOW POINT STA: 10+84.82: HIGH POINT STA: 12+54.47 LOW POINT EL: 2689.97 - HIGH POINT EL: 2690.96 PVI STA: 10+84.82 PVI STA: 12+54.47 2696 PVI EL: 2689.83 PVI EL: 2691.10 2696 K: 50.00 K: 50.00 AD: 1.50% AD: -1,50% LVC: 75.00' LVC: 75.00' 2694 ;^ o 2694 -cc� 2692 2692 PROPOSED ELEVATION AT BACK OF CURB AT TRUCK APRON 0.75% 2690 2690 i — ---- --------- — — — -- � I/7 EXISTING GROUND AT BACK J OF CURB AT TRUCK APRON 2688 2688 2686 2686 Aj Y� 0 20' _ 2684 2684 PLAN VIEW SCALE: 1-20' � R VERTICAL SCALE: 1-2' 51.ALOIB-, 44 �� 2682 2682 1 1 4 Revisions: • S I G N A T U R E S ✓p 5 Design By: PRECISION Date: 07/2022 Drawn By: PRECISION Date: 07/2022 Survey By: CIVIL SURVEY Date: 04/2021 CON ON ' ' Ada County Highway District • 3775 Adaw s StreedaBooioe, Idaho, 83714 • Project Number: 521043 Project Name: Eagle Rd, Lake Hazel Rd To Amity Rd Sheet 35 Of 59 12" 1 9 2 FINISH GRADE ELEVATION, 11 1 CENTER ISLAND 3.5"4.5" " REFER TO GRADING PLAN R 8"R REFER TO GRADING PLAN }"R "R FINISH GRADE ELEVATION, R 18"NO.5 TIE BAR 30"O.C. ^l, a TOP OF TRUCK APRON 6.::.. f •4 R , M �12"� r `LMountable Roundabout Curb (No Gutter), Size 3-Inch (Truck Apron Curb) Mountable Roundabout Curb (No Gutter), Size 4-Inch (Splitter Island Curb) „ Mountable Roundabout Curb (No Gutter), Size 6-Inch (Center Island Curb) S`°le: NTS Item 706.4.1.A.9.A S`°le: NTS Item 706.4.1.A.9.B S`°le: NTS Item 706.4.1.A.9.0 RRFB POLE(PED SIGNAL POLE) TF FLUSH WITH BACK OF CURB,REFER TO PLANS FOR SPECIFIC LOCATIONS MOUNTABLE ROUNDABOUT CURB CONCRETE SIDEWALK, (NO GUTTER),SIZE 4—INCH 5"OF PATTERNED THICKNESS 5 ITEM 706.4.1.A.9.B CONCRETE(COLORjED, ITEM 706.4.1.E.1.5 ITEM SSP-03 6 "R CONCRETE SIDEWALK, J"R THICKNESS 5", DETECTABLE 12 ��12' "R 12"R FINISH GRADE ELEVATION, ITEM 706.4.1.E.1.5 WARNING DOMES REFER TO GRADING PLAN PATTERNED CONCRETE PATTERNED CONCRETE (COLORED),ITEM SSP-07013 (COLORED),ITEM SSP-07013 '4"R., - O 24"� 4"VERTICAL 4"CRUSHED AGGREGATE FOR 4—INCH VERTICAL CURB RRFB POLE(PED SIGNAL POLE) CONCRETE CURB BASE TYPE I ITEM 802.4.1.B.1 (SEE DETAIL 5) FOUNDATION,RECESSED 5—INCH UNDER CONCRETE MEDIAN ISLAND FINISH GRADE MOUNTABLE ROUNDABOUT CURB 10, (NO GUTTER),SIZE 4—INCH ITEM 706.4.1.A.93 DETECTABLE n WARNING DOMES Mountable Roundabout Curb & Gutter, Size 6-Inch 4-Inch Vertical Curb Detail Pedestrian Ramp Type Splitter Island "1a1e NI`' Item 706.4.1.A.11 s Scale: NTS Item 706.4.1.A.3 Sc°1e NTS Item 706.4.1.E.1.5 INTERMEDIATE RAILING a"SCHEDULE TOP AND BOTTOM RAIL TO 40 STEEL PIPE AT EQUAL SPACING MATCH SLOPE OF WINGWALL (5"ON CENTER MAX) POSTS AND INTERMEDIATE ---7'(TYP.) RAILING TO BE PLUMB VERTICAL ,SURFACE MOUNTED ON EXISTING IRRIGATION HEADWALL/WINGWALL TOP OF EXISTING IRRIGATION HEADWALL/WNGWALL POST CONNECTION TO CONCRETE TO BE DESIGNED BY CONTRACTOR AND APPROVED BY ACHD -Pedestrian Railinq Detail Sale: NTS Item SSP 20109 A Sg `1'G • S H E = T - 1 - - _ 1 4 Revisions: • S I G N A T U R E S Design By: PRECISION Date: 07/2022 Drawn By: PRECISION Date: 07/2022 Construction Details ✓p 5 CO ON ' ' Ada County Highway District • 377s AdawwwSachd,,Booise, Idan0, 83714 • Project Number: 521043 Project Name: Eagle Rd, Lake Hazel Rd To Amity Rd Sheet 36 Of 59 N O T E S 1. CONTRACTOR SHALL FURNISH A DETAILED JOINT LAYOUT PLAN INCLUDING CONSTRUCTION PHASING SEQUENCE,FOR APPROVAL BY ACHD PRIOR TO CONSTRUCTION.THE PROPOSED JOINT LAYOUT PLAN SHOWN ON THIS SHEET IS AN EXAMPLE THAT MAY BE ACCEPTED BY THE CONTRACTOR.CONSTRUCTION SURVEY STAKING FOR THE CONCRETE JOINT LAYOUT WILL BE AT THE CONTRACTOR'S EXPENSE. 2. CONTRACTOR TO DESIGN AND LAYOUT CURB,GUTTER,AND SIDEWALK JOINTS AND SCORE LINES TO MATCH CONCRETE PAVING JOINTS.ADDITIONAL JOINTS AND SCORE -- -- I LINES SHALL BE CONSTRUCTED TO MEET MINIMUM REQUIREMENTS SPECIFIED IN ISPWC SECTION 705,ISPWC STANDARD DRAWING SD-714A AND ACHD SUPPLEMENT TO THE ISPWC STANDARD DRAWINGS SD-714 AND SD-714B 3. INSTALL DOWEL BARS AT ALL TRANSVERSE JOINTS AND TIE BARS AT ALL LONGITUDINAL JOINTS.LONGITUDINAL JOINTS SHALL BE LOCATED AT THE LANE LINES UNLESS NOTED OTHERWISE(MAXIMUM SPACING= 15'). 4. TRANSVERSE JOINTS SHALL BE LOCATED AT 15'SPACING UNLESS NOTED OTHERWISE. TRANSVERSE MAXIMUM SPACING=15'AND MINIMUM SPACING=9'. 5. INSTALL DOWEL BARS AT ALL UNTIED LONGITUDINAL JOINTS.ONE OR MORE UNTIED LONGITUDINAL JOINTS ARE REQUIRED WHERE PAVEMENT WIDTH EXCEEDS 60'. _ 6. REFER TO ISPWC SECTION 705,ISPWC STANDARD DRAWING SD-714A AND ACHD —— — SUPPLEMENT TO THE ISPWC STANDARD DRAWINGS SD-714 AND SD-714B FOR DOWELED ISOLATION JOINT MATERIAL REQUIREMENTS,CONSTRUCTION DETAILS AND ADDITIONAL NOTES. 7. REFER TO ACHD SUPPLEMENT TO THE ISPWC STANDARD DRAWING SD-714B FOR THE DOWELED ISOLATION JOINT I CONCRETE PAVEMENT TO ASPHALT PAVEMENT JOINT DETAILS. 8. REFER TO ACHD SUPPLEMENT TO THE ISPWC STANDARD DRAWING SD-714 FOR JOINTS AND BOX OUT DETAILS FOR MANHOLES AND CATCH BASINS. I 9. CONSTRUCT JOINTS AND BOX-OUT MANHOLES AND VALVE BOXES ACCORDING TO ACHD 1 SUPPLEMENT TO THE ISPWC STANDARD DRAWING SD-714. 10. CAD FILE TO BE PROVIDED DURING CONSTRUCTION FOR JOINTING LAYOUT AND \ DIMENSIONS. L E G E N D DOWELED ISOLATION JOINT i \ DOWELED ISOLATION JOINT — — DOWELED TRANSVERSE JOINT TIED LONGITUDIANL JOINT ----- DOWELED ISOLATION JOINT .. TRUCK APRON DOWELED ISOLATION JOINT CEP 7DOWELED ISOLATION JOINT \\ EXPANSION JOINT BETWEEN CONCRETE CURB AND TRUCK APRON DOWELED ISOLATION JOINT DOWELED ISOLATION JOINT _ 0 40' SCALE: 1"=40' A g5 NG, a • S IT E = T - 1 - - _ 1 4 Revisions: • S I G N A T U R E 5 Design By: PRECISION Date: 07/2022 Drawn By: PRECISION Date: 07/2022 Concrete Jointing Details ✓O 5 CON ON ' ' Ada County Highway District • 3775 Adaw s StreedaBooioe, Idaho, 83714 • Project Number: 521043 Project Name: Eagle Rd, Lake Hazel Rd To Amity Rd Sheet 37 Of 59 N O T E S 1. CONTRACTOR SHALL FURNISH A DETAILED JOINT LAYOUT PLAN INCLUDING CONSTRUCTION PHASING SEQUENCE,FOR APPROVAL BY ACHD PRIOR TO CONSTRUCTION.THE PROPOSED JOINT LAYOUT PLAN SHOWN ON THIS SHEET IS AN EXAMPLE THAT MAY BE ACCEPTED BY THE CONTRACTOR.CONSTRUCTION SURVEY STAKING FOR THE CONCRETE JOINT LAYOUT WILL BE AT THE CONTRACTOR'S EXPENSE. 2. CONTRACTOR TO DESIGN AND LAYOUT CURB,GUTTER,AND SIDEWALK JOINTS AND SCORE LINES TO MATCH CONCRETE PAVING JOINTS.ADDITIONAL JOINTS AND SCORE LINES SHALL BE CONSTRUCTED TO MEET MINIMUM REQUIREMENTS SPECIFIED IN ISPWC SECTION 705,ISPWC STANDARD DRAWING SD-714A AND ACHD SUPPLEMENT TO TF''E ISPWC STANDARD DRAWINGS SD-714 AND SD-714B 3. INSTALL DOWEL BARS AT ALL TRANSVERSE JOINTS AND TIE BARS AT ALL LONGITUDINAL JOINTS.LONGITUDINAL JOINTS SHALL BE LOCATED AT THE LANE LINES UNLESS NOTED OTHERWISE(MAXIMUM SPACING= 15'). 4. INSTALL DOWEL BARS AT ALL UNTIED LONGITUDINAL JOINTS.ONE OR MORE UNTIED LONGITUDINAL JOINTS ARE REQUIRED WHERE PAVEMENT WIDTH EXCEEDS 60'. 5. REFER TO ISPWC SECTION 705,ISPWC STANDARD DRAWNG SD-714A AND ACHD SUPPLEMENT TO THE ISPWC STANDARD DRAWINGS SD-714 AND SD-714B FOR MATERIAL REQUIREMENTS,CONSTRUCTION DETAILS AND ADDITIONAL NOTES. 6. REFER TO ACHD SUPPLEMENT TO THE ISPWC STANDARD DRAWING SD-714B FOR THE CONCRETE PAVEMENT TO ASPHALT PAVEMENT JOINT DETAILS. 7. REFER TO ACHD SUPPLEMENT TO THE ISPWC STANDARD DRAWING SO-714 FOR JOINTS AND BOX OUT DETAILS FOR MANHOLES AND CATCH BASINS. 8. CONSTRUCT JOINTS AND BOX—OUT MANHOLES AND VALVE BOXES ACCORDING TO ACHD SUPPLEMENT TO THE ISPWC STANDARD DRAWING SD-714. 1.25"DOWEL BAR,18"LONG SAWED JOINTS REFER TO ISPWC SD-714B 30'N0.5 TIE BAR CENTERED REFER TO ISPWC SD-714B 1.25 DOWEL BAR,18"LONG AT 12"ON CENTER ON SAW JOINT CENTERED ON SAW JOINT CONSTRUCTION JOINT 6'MIN d.8 30"NO.5 TIE BARS C=5.0"+/—1" C=5.0"+/—1" B B a c c AT 30"ON CENTER Tied Longitudinal Joint Section A-A Transverse Joint Section B-B A Scale: NTS Scale: NTS A SILICONE JOINT SEALER D JOINT FILLER CONFORMING , D REFER TO ISPWC SD-7148 30"N0.10 TIE BAR REFER TO ISPWC SD-714B L25 1.25"DOWELS 18"LONG TO ASTM D1751 "DOWEL BAR,18"LONG CENTERED ON JOINT L CENTERED ON SAW JOINT CENTERED ON SAW JOINT 1.25"DOWEL BAR,18"LONG - " 12"TO 18"TYP �� AT 12"ON CENTER ��� 30"N0.10 TIE BARS ' Q AT 12"ON CENTER C=5.0"+/-1" C=5.0"+/-1" C=5.0"+/-1" Typical Concrete Pavement Roadway Detail Construction Joint Section C-C Untied Longitudinal Joint Section D-D Isolation Joint Section _,,de_ NIS Scale. NIS Scale: NS Scale_ NIS A Sg A'G • S IT E - T - 1 - - _ 1 4 Revisions: • S I G N A T U R E S Design By: PRECISION Date: 07/2022 Drawn By: PRECISION Date: 07/2022 Concrete Jointing Details ✓p 5 CO ON ' ' Ada County Highway District • 3775 AdawwwSachddaBoiseg Idaho, 83714 • Project Number: 521043 Project Name: Eagle Rd, Lake Hazel Rd To Amity Rd Sheet 38 Of 59 CONDUIT AND CONDUCTOR SCHEDULE t — '16 " I N O T E S CENTER OF DUAL METER POLE P • B I IB _ t .` A NO. CONDUIT CONDUCTORS SERVICE PEDESTAL FOUNDATION 92 REMOVE AND SALVAGE EXISTING SIGNAL EQUIPMENT TO ACHD,REMOVE AND BACKFILL RRFB(PEDESTRIAN SIGNAL POLE) I O STA: 103+97.12,OFF: 16.23'LT q � STA: 103+67.81,OFF: 50.92'LT /� \ EXISTING FOUNDATION 18 INCHES BELOW FINISHED GRADE,ITEM 201.4.1.C.1 A2"RPC 3/0 COPPER,4/0 ALUMINUM(200A SERVICE) POLE HEIGHT: 12' • u - B I \ 1 1. THE CONTRACTOR SHALL VERIFY AND CHECK ALL DIMENSIONS AND DETAILS SHOWN ON I/I THE DRAWINGS PRIOR TO THE START OF CONSTRUCTION.ANY DISCREPANCIES SHALL �\Y 6 • J, �` \ 3 `, \• 1 BE IMMEDIATELY BROUGHT TO THE ATTENTION OF THE ENGINEER FOR CLARIFICATION. 2"RPC 2-#6 THWN,1-#6 THWN GROUND(N&E LEG RRFB CONTROLLER) III °O°III � \ x" " 2"RPC 2-#6 THWN,1-#6 THWN GROUND(W&S LEG RRFB CONTROLLER) POLE N m q 0•, POLE A 2"RPC 2-#6 THWN,1-#6 THWN GROUND(SCHOOL ZONE FLASHERS) RRFB(PEDESTRIAN SIGNAL POLE) • 3 i RRFB(PEDESTRIAN SIGNAL POLE) DUAL METER 2. REFER TO ACHD STANDARD TRAFFIC DETAILS(TS SERIES)FOR CONSTRUCTION DETAILS • i '\ STA, 103+89.71,OFF: 45.46'LT SERVICE PEDESTAL AND INSTALLATION REQUIREMENTS. STA: 104+01.16,OFF: 27.18 RT .E ' POLE HEIGHT 12 - / / g f ` I" \\ 'POLE HEIGHT: 12' '�>m \ 3. THE CONDUIT LAYOUT SHOWN IN SCHEMATIC. MAINTAIN THE APPROPRIATE CLEARANCE 2"RPC 2-#6 THWN,1-#6 THWN GROUND(W LEG RRFB CONTROLLER) .\�', - B' 1 3 2"RPC 1-12C,1-#6 BARE(RRFB DEVICE&PED PUSH BUTTON) f ,5 `; \ 10 3 BETWEEN ADJACENT UTILITIES. 4. GROUND THE RRFB SYSTEM IN ACCORDANCE WITH THE CURRENT EDITION OF THE NEC HW 2"RPC 2-#6 TN,1-#6 THWN GROUN RR CON 1 D(W&S LEG FB TROLLER) '/ B ` \ I AND THE ACHD TRAFFIC SUPPLEMENTAL PROVISIONS. 2-#6 THWN,1-#6 THWN GROUND(W&S LEG SCHOOL ZONE FLASHER) . \ ti A 2"RPC 1-12C,1-#6 BARE(RRFB DEVICE&PED PUSH BUTTON) /• �� t,/ B I� \ \ \ 4^ / f , 1 5. LOCATIONS OF EXISTING UNDERGROUND STRUCTURES AND UTILITIES SUCH AS PIPELINES, 2"RPC SPARE(INSTALL LOCATE WIRE) '' .n -r POLE 0n <\ \ I CONDUITS,CABLES,ETC.SHOWN ON THE TRAFFIC SIGNAL PLANS ARE APPROXIMATE RRFB(PEDESTRIAN SIGNAL POLE)- \ '� �" \ ONLY.IT IS NOT THE INTENT OF THESE PLANS TO SHOW THE EXACT LOCATION OF ALL STA: 104+09.39,OFF: 3.69'LT m\ \� "x 4 UNDERGROUND UTILITIES AND STRUCTURES. IT IS THE RESPONSIBILITY OF THE 2"RPC 1-12C,1-#6 BARE(RRFB DEVICE&PED PUSH BUTTON) / n POLE HEIGHT: 12' _ \' \ \ o^ POLE A `I fl ;\ B CONTRACTOR TO VERIFY THE LOCATIONS OF ALL EXISTING UTILITIES WITH THE x �x x B $, q m �\\ • -� \ 1 ,�. 1\ RESPECTIVE OWNERS.EXISTING UTILITIES DAMAGED BY THE CONTRACTOR SHALL BE REPAIRED AT THE CONTRACTORS EXPENSE. 2"RPC 2-#6 THWN,1-#6 THWN \ GROUND(S LEG RRFB CONTROLLER) i --�-- 1 '- ,+�„ _ - �_-�- -- - -� - .: y\ 2-#6 THWN,1-#6 THWN GROUND(S LEG SCHOOL ZONE FLASHER) Service Pedestal Conduit Layout 6. THE LOCATIONS OF THE RRFB POLE FOUNDATIONS SHALL BE FIELD VERIFIED BY ACHD PRIOR TO INSTALLATION.ACHD FORCES MUST BE NOTIFIED AT LEAST 2 WORKING DAYS 2"RPC 2-#6 THWN,1-#6 THWN GROUND(S LEG RRFB CONTROLLER) _ __ -- __ Scale: NTS PRIOR TO INSTALLATION. A 2"RPC 1-12C,1-#6 BARE(RRFB DEVICE&PED PUSH BUTTON) r / \ 'xt 1 7. ALL TRAFFIC CONTROL S DEVICE SHALL CONFORM O THE LATEST EDITION OF THE "'POLE B MANUAL OF UNIFORM TRAFFICCONTROL DEVICES(MUTCD). 2"RPC 2-#6 THWN,1-#6 THWN GROUND(S LEG RRFB CONTROLLER) 3s`ATIb �\ RRFB(PEDESTRIAN SIGNAL POLE POLE M .. 8. INFORMATION SHOWN ON THIS SHEET IS ACCURATE FOR RRFB IMPROVEMENTS ONLY. 2-#6 THWN,1-#6 THWN GROUND(S LEG SCHOOL ZONE FLASHER) I I 7 RRFB(PEDESTRIAN SIGNAL POLE) "- • '.. n STA 36+38.16,OFF: 45.18'LT A2"RPC 1-12C,1-#6 BARE(RRFB DEVICE&PED PUSH BUTTON) - POLE HEIGHT: 12' 2"RPC SPARE(INSTALL LOCATE WIRE) T LATERAL EAS_MENT I I STA: 34+20.63,OFF: 69.96LT r� ,` B 9 INSTALLATION REGULATORY ANDARE UNOT DPAD FOR ON A ASSEMBLIES ARE INCIDENTAL TO THE RRFB LATTED) POLE HEIGHT: 12' 2"RPC SPARE(INSTALL LOCATE WIRE) I y 18 10. REFER TO THE SIGNING AND PAVEMENT MARKING PLANS FOR ADDITIONAL ROADSIDE cc , "-® 1 MOUNTED SIGNS RELATED TO THE INSTALLATION OF THE RRFB. B 2"RPC 2-#6 THWN,1-#6 THWN GROUND(N&E LEG RRFB CONTROLLER) _ RRFB(PEDESTRIAN SIGNAL POLE) g2? � I POLE C _ �A IF INDICATED ON THE PLANS OR DIRECTED BY ACHD,THE CONTRACTOR SHALL INSTALL 2"RPC 2-6 THWN,1-6 THWN GROUND N&E LEG SCHOOL ZONE FLASHER 'STA: 34+30.71,OFF: 35.24'LT 11 10 # # ( ) II U � T RRFB(PEDESTRIAN SIGNAL POLE) A THREE-WIRE ELECTRICAL SERVICE TO BE USED AT 120/240 VOLTS,SINGLE PHASE, / 5 POLE HEIGHT: ,2'/ 1 1P Z STA 36+22.81,OFF: 12.37'LT 12 60 HERTZ AC BETWEEN THE POWER SUPPLY AND THE SERVICE CABINET.THE 2"RPC 2-#6 THWN,1-#6 THWN GROUND(N LEG RRFB CONTROLLER) T POLE K Poc Q Pow�— POLE HEIGHT: 12' CONTRACTOR SHALL INSTALL A COMPOSITE JUNCTION BOX PER ACHD SECTION `na _ 1131.08)A MAXIMUM OF TWO(2)FEET FROM THE POWER SUPPLY. THE DISTANCE FROM 11 2"RPC 1-12C,1-#6 BARE(RRFB DEVICE&PED PUSH BUTTON) FOc �Lo RRFB(PEDESTRIAN SIGNAL POLE) U >'._ y B + T THE POWER SOURCE TO THE SERVICE CABINET SHALL NOT EXCEED 300'WITHOUT EP STA: 34+43 75,OFF: 9.77 LT Q APPROVAL FROM THE ACHD SIGNAL COORDINATOR.THE CONTRACTOR SHALL 2"RPC 2-#6 THWN,1-#6 THWN GROUND(N&E LEG RRFB CONTROLLER) _ POLE HEIGHT: 12' I F I x I d COORDINATE WITH IDAHO POWER FOR THE POWER CONNECTION LOCATION. THE 2-#6 THWN,1-#6 THWN GROUND(E LEG SCHOOL ZONE FLASHER) I 8 I• �D �1 _I' EAGLE RD �- CONTRACTOR SHALL BE RESPONSIBLE FOR ALL IDAHO POWER FEES RELATED TO POWER 12 2"RPC 1-12C,1-#6 THWN GROUND(RRFB DEVICE&PED PUSH BUTTON) II 3J 3 36 SUPPLY AND CONNECTION. THE CONTRACTOR SHALL HAVE IDAHO POWER SUBMIT _ _ _ PAPERWORK TO THE ACHD UTILITY COORDINATOR FOR THE CONNECTION A MINIMUM OF SPARE(INSTALL LOCATE WIRE) �E J 2"RPC r - SIXTY(60)WORKING DAYS PRIOR TO ACTIVATING THE NEW POWER SUPPLY. THE RRFB(PEDESTRIAN SIGNAL POLE) 5 I \ CONTRACTOR SHALL BE RESPONSIBLE FOR ALL ELECTRICAL PERMIT FEES. 2"RPC 2-#6 THWN 1 #6 THWN GROUND(E LEG RRFB CONTROLLER) —W STA: 34+3281,OFF: 24.74'RT W w 1 �B REFER TO ILLUMINATION AND INTERCONNECT PLAN SHEETS 42-47 FOR ILLUMINATION, A2-#6 THWN,1-#6 THWN GROUND(E LEG SCHOOL ZONE FLASHER) B I POLE HEIGHT: 12' POLED I INTERCONNECT,SIGNAL CONDUIT AND CONDUCTOR SCHEDULING. # # ( ) (PEDESTRIAN SIGNAL POLE) I L E G E N D 2' RPC 2-6 THWN 1 6 THWN GROUND E LEG RRFB CONTROLLER qw!� STA: 36+32.48,OFF: 1224'RT 14 2"RPC 1-12C 1 #6 BARE(RRFB DEVICE&PED PUSH BUTTON) -�.� I{✓� 1h �` _ POLE HEIGHT: 12' I EP vx PEDESTRIAN SIGNAL POLE,PUSH BUTTON,RRFB DEVICES AND SIGNAGE 2"RPC 2-#6 THWN,1-#6 THWN GROUND(E LEG RRFB CONTROLLER) • 17 • � EP t- I a E 12 OG A RECTANGULAR RAPID FLASHING BEACON(TWO BARS) 15 2"RPC 1-12C,1-#6 THWN GROUND(RRFB DEVICE&PED PUSH BUTTON) 2"RPC SPARE(INSTALL LOCATE WIRE) • �1' ' 92 B I® m JUNCTION BOX(TYPE S40T/ADA) _ c PI STA. 105+76.06 B A2"RPC 2-#6 THWN,1-#6 THWN GROUND(W LEG SCHOOL ZONE FLASHER) g 4 ® JUNCTION BOX(TYPE S45T/ADA) POLE F 2"RPC 2-#6 THWN,1-#6 THWN GROUND(S LEG SCHOOL ZONE FLASHER) B_LA KET-UUfLI N •\�� -'*RRFB(PEDESTRIAN SIGNAL POLE) ■ JUNCTION BOX(TYPE S45T/ADA W/RISER) EASEMENT(PLATTED) \ STA: 106+ 1.67,OFF: 30.921T 18 2"RPC 2-#6 THWN,1-#6 THWN GROUND(N LEG SCHOOL ZONE FLASHER) Er\ POLE G POLE HEIGHT: 12'' - 13•/ _ ------- CONDUIT GROUP r K r'r�IR ICA tt y ACHD p SERVICE PEDESTAL RRFB(PEDESTRIAN SIGNAL POLE) `SSA ' POLE PT Eo) 2"RPC 2-#6 THWN,1-#6 THWN GROUND(E LEG SCHOOL ZONE FLASHER) �n STA: 106+17.01,OFF: 1.08'LT 19 -------, yo /j�D f .RRFB(PEDESTRIAN SIGNAL POLE) o m POLE MOUNTED RRFB CONTROLLER CABINET x \ t I'll 11 POLE HEIGHT; 12' F ,�, STA: 36+40.31,OFF: 47.53RT \ m® \\ 1-/ POLE HEIGHT: 12'\/ \ ti CONDUIT RUN NUMBER 36"X36' S1-1 (FYG) SCHOOL CROSSING SIGN .: MOUNTED BACK TO BACK POLE I 1 ( 14 C 36'X36'S1 1 (FYG) I' 1 15 RR PEDESTRIAN CROSSING SIGNFB(PEDESTRIAN SIGNAL POLE) 1 , _ 0 MOUNTED BACK TO BACK I RAPID FLASHING BAR CLEAR LENSES AMBER STA: 106+36.40 OFF. 42 66 RT ��� / POLE HEIGHT. 12 # / RAPID FLASHING BAR CLEAR LENSES/AMBER LED'S. LED'S.BAR AND HARDWARE WITH INDICATION \\ 11 r 15 19 \ FOR PEDESTRIAN CROSSING \ / - B BAR AND HARDWARE WITH INDICATION V � 14 E H FOR PEDESTRIAN CROSSING \ 9 f RR B(PEDESTRIAN SIGNAL POLE) B STA. 106+29.69,OFF: 13.12RT 24"X12"W16-7p(R OR L)(FYG) 24"X12"W16-71 1 :.. PO4E ( G) HEIGHT: 12' ..:� I I 1 SUPPLEMENTAL ARROW PLAQUE 1 I SUPPLEMENTAL ARROW PLAQUE POLE MOUNTED RRFB - - - CONTROLLER CABINET (MOUNTED STREETSIDE) AGES(RRFB WITH GVM)PEDESTRIAN _ TRAFFIC SIGNAL MATERIALS AGES(RRFB WITH GVM)PEDESTRIAN PUSH BUTTON _ - - PUSH BUTTON - WITH 9"X12"R10-25 PLAQUE o, POLE MOUNTED FOUNDATION m WITH 9"X12"RIO-25 PLAQUE o, _i POLE POLE TYPE LUMINAIRE _i _ MOUNTED ABOVE PUSH SIGNS SEE TS-1110 MOUNTED ABOVE PUSH BUTTON FACING PED RAMP r BUTTON FACING PED RAMP r 51-1 (FYG)(36"X36") B. _i PEDESTRIAN SIGNAL POLE S1-1 (FYG)(36"X36") POLES A-P POLE HEIGHT: 12' N/A W16-7p(R OR L)(FYG)(24"X12") A W16-7p(R OR L)(FYG)(24"X12") 0 20' 40' NOTE: THE BACKFILL FOR THE POLE FOUNDATIONS SHALL BE CONTROLLED DENSITY FILL SIDE VIEW FRONT VIEW SIDE VIEW FRONT VIEW SCALE: I"- NOT TO SCALE RRFB DETAIL NOT TO SCALE NOT TO SCALE RRFB DETAIL NOT TO SCALE POLES A,B,E,F,I,J,M&N POLES C,D,G,H,K,L,O&P NOT TO SCALE NOT TO SCALE _ ■ S A 1a �� • S H E = T - 1 - _ 1 4 Revisions: • S I G N A T U R E 5 RRFB Signal Plan & Details VO5 Design By: PRECISION Date: 07/2022 1 Drawn By: PRECISION Date: 07/2022 CON ON Ada County Highway District • 3775 Adcurns ScrleddcBooisoe, Idaho, 83714 • Project Number: 521043 Project Name: Eagle Rd, Lake Hazel Rd To Amity Rd Sheet 39 Of 59 SIGNAL HEAD SCHEDULE N O T E S 92 REMOVE AND SALVAGE EXISTING SIGNAL EQUIPMENT TO ACHD,REMOVE AND BACKFILL EXISTING FOUNDATION 18 INCHES BELOW FINISHED GRADE,ITEM 201.4.1.C.1 1 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. F'q •- • • • • •-• • B ♦ -i> 2. REFER TO ACHD STANDARD TRAFFIC DETAILS(TS SERIES)FOR CONSTRUCTION DETAILS AND INSTALLATION REQUIREMENTS. 3. THE CONDUIT LAYOUT SHOWN IN SCHEMATIC.MAINTAIN THE APPROPRIATE CLEARANCE —� BETWEEN ADJACENT UTILITIES. 4. GROUND THE SCHOOL ZONE FLASHER SYSTEM IN ACCORDANCE NTH THE CURRENT F4 F5 F6 EDITION OF THE NEC AND THE ACHD TRAFFIC SUPPLEMENTAL PROVISIONS. i Foc oc i Poc TFCC Foc 5. LOCATIONS OF EXISTING UNDERGROUND STRUCTURES AND UTILITIES SUCH AS PIPELINES, M A S T A R M SIGN SCHEDULE EP EP EAGLE RD EP EP EP 777�E EP ONNLYCONDUIITSISCNOTETHE INTENT°WN ON THE OF THESE PLANS IC SIGNAL TO O SHOW THEANS EXACTTELOCATITIONMAT OFEALL UNDERGROUND UTILITIES AND STRUCTURES.IT IS THE RESPONSIBILITY OF THE 32 33 CONTRACTOR TO VERIFY THE LOCATIONS OF ALL EXISTING UTILITIES NTH THE _ _1 RESPECTIVE OWNERS.EXISTING UTILITIES DAMAGED BY THE CONTRACTOR SHALL BE 1 - — REPAIRED AT THE CONTRACTORS EXPENSE. WMl7 � 6. THE LOCATIONS OF THE SCHOOL ZONE FLASHER FOUNDATIONS SHALL BE FIELD LL V w F2 w w VERIFIED BY ACHD PRIOR TO INSTALLATION.ACHD FORCES MUST BE NOTIFIED AT ny i LEAST 2 WORKING DAYS PRIOR TO INSTALLATION. P 7 55-1 (FYG) 92 F3 EP EP 7. ALL TRAFFIC CONTROL DEVICES SHALL CONFORM TO THE LATEST EDITION OF THE 24"X48" __ - '4 MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES(MUTCD). 77 .� Ea 8. INFORMATION SHOWN ON THIS SHEET IS ACCURATE FOR SCHOOL ZONE FLASHER TRAFFIC SIGNAL LEGEND ,� -' • IMPROVEMENTS ONLY. 1 h B T- • • • • • 9. REGULATORY SIGNS MOUNTED ON SIGNAL ASSEMBLIES ARE INCIDENTAL TO THE SCHOOL B •SIGNAL HEAD NUMBER POLE Q o ZONE FLASHERS INSTALLATION AND ARE NOT PAID FOR SEPARATELY 2, _ _ _ � c _ NORTHBOUND SCHOOL ZONE - - �B REFER TO ILLUMINATION AND INTERCONNECT PLAN SHEETS 42-47 FOR ILLUMINATION, �A PROJECT NOTE NUMBER FLASHING BEACON POLE p INTERCONNECT,SIGNAL CONDUIT AND CONDUCTOR SCHEDULING. STA: 32+50.13,OFF: 30.91'RT UP Oi SIGN FACE NUMBER &iRRicnnoN MAST ARM: 30' =LATTED) POLE HEIGHT: 18' ACONDUIT RUN NUMBER LUMINAIRE POLE BASE a JUNCTION BOX(TYPE S40T/ADA) CONDUIT GROUP POLE R - - -- - -- __ SOUTHBOUND SCHOOL MAST-MOUNTED SCHOOL ZONE FLASHERS SERVICE PEDESTAL ®® FLASHING BEACON POLE •STA: 38+49.85,OFF: 39.81'LT: . ' � MAST ARM: 30' POLE HEIGHT: 18' - i' B CONDUIT AND CONDUCTOR SCHEDULE B ,6 ""' ,8 J FLATTED .:-^ ';; _ NO. CONDUIT CONDUCTORS t ——— ___ 17 2"RPC 2-#6 THWN,1-#6 THWN GROUND(S LEG SCHOOL ZONE FLASHER) F6 �C Tv TV 18 2"RPC 2-6 THWN,1-q6 THWN GROUND(N LEG SCHOOL ZONE FLASHER) TV -FS Foc T T 92 i i Ep T FP •�•� F4 38 39 SIGNAL MAST ARM LENGTH=30' w w w w w MOUNT HEAD TO 10' 4.5'- -j EAGLE RD — BACK OF MAST ARM p G P P�� ER ILIWIT a 7. POLE Q Fi F2 S5-1 (FYG)O F3 24"X 48" POLE R Fa Fs 24,'X(48" 0 Fs �10.0' S5-1 (FYG)O LIM{E'1° ""24 X 48 2 0 _ as _ Nw wo TRAFFIC SIGNAL MATERIALS SIGNAL MAST SIGNAL MOUNTING LOCATION SIGNAL MOUNTING FOUNDATION POLE POLE TYPE LUMINAIRE POLE MOUNTED SIGNS SEE U w'o w ARM (SIGNAL HEAD NO.) BRACKETS TS-1110 0 0.0'FROM END(11) ASTRO BRACKET POLE Q SIGNAL POLE 30' N/A 10.0'FROM END(F2) ASTRO BRACKET SS-1 (FYG)(24"x48") D POLEHEIGHT: 18' 20.0'FROM END(F3) ASTRO BRACKET S5-1 (FYG)(24"x48")(POLE MOUNTED) 0.0'FROM END(F4) ASTRO BRACKET POLE R SIGNAL POLE 30' N/A 10.0'FROM END(F5) ASTRO BRACKET S5-1 (FYG)(24"x48") 0 POLE HEIGHT: 18' 20.0'FROM END(F6) ASTRO BRACKET SS-1 (FYG)(24"x48")(POLE MOUNTED) 0 20' POLE Q&R NOTE: THE BACKFILL FOR THE POLE FOUNDATIONS SHALL BE CONTROLLED DENSITY FILL SCALE: 1"= 20' NOT TO SCALE A g5 NG, 1a �� • s ITE = r - - - _ 1 4 Revisions: • S I G N A T U R E 5 Design By: PRECISION Date: 07/2022 Drawn By: PRECISION Date: 07/2022 School Zone Flasher Signal Plan - Eagle Rd O 5✓ CON ON Ada County Highway District • 3775 Adarns SacrhddaBooioeg Idaho, 83714 • Project Number: 521043 Project Name: Eagle Rd, Lake Hazel Rd To Amity Rd Sheet 40 Of 59 SIGNAL HEAD SCHEDULE N O T E S w 1. THE CONTRACTOR SHALL VERIFY AND CHECK ALL DIMENSIONS AND DETAILS SHOWN ON 25'BEASLEv LATERAL EASMENT Q THE DRAWINGS PRIOR TO THE START OF CONSTRUCTION.ANY DISCREPANCIES SHALL FA / BE IMMEDIATELY BROUGHT TO THE ATTENTION OF THE ENGINEER FOR CLARIFICATION. w57.No.201e-1 oo3la Q i B 2. REFER TO ACHD STANDARD TRAFFIC DETAILS(TS SERIES)FOR CONSTRUCTION DETAILS C C AND INSTALLATION REQUIREMENTS. > 3. THE CONDUIT LAYOUT SHOWN IN SCHEMATIC. MAINTAIN THE APPROPRIATE CLEARANCE 30'LANDSCAPE EASMENT -"i BETWEEN ADJACENT UTILITIES. INST.NO.108083676 - WM • a.ac N B ,\ — 4. GROUND THE SCHOOL ZONE FLASHER SYSTEM IN ACCORDANCE NTH THE CURRENT F7 F8 - EDITION OF THE NEC AND THE ACHD TRAFFIC SUPPLEMENTAL PROVISIONS. 20'IRRIGATION EASMENT F9 F10 trG 3 = B 5. LOCATIONS OF EXISTING UNDERGROUND STRUCTURES AND UTILITIES SUCH AS PIPELINES, CONDUITS,CABLES,ETC.SHOWN ON THE TRAFFIC SIGNAL PLANS ARE APPROXIMATE • •T • T • I C�\ ', � ONLY.IT IS NOT THE INTENT OF THESE PLANS TO SHOW THE EXACT LOCATION OF ALL - EP �P UNDERGROUND UTILITIES AND STRUCTURES.IT IS THE RESPONSIBILITY OF THE M A S T A R M SIGN SCHEDULE EP W W W \ \ CONTRACTOR TO VERIFY THE LOCATIONS OF ALL EXISTING UTILITIES NTH THE -- RESPECTIVE OWNERS.EXISTING UTILITIES DAMAGED BY THE CONTRACTOR SHALL BE -„� REPAIRED AT THE CONTRACTORS EXPENSE. EP C W W \ _ O ., \ � 6. THE LOCATIONS OF THE SCHOOL ZONE FLASHER FOUNDATIONS SHALL BE FIELD W TACONIC DR �. VERIFIED BY ACHD PRIOR TO INSTALLATION.ACHD FORCES MUST BE NOTIFIED AT $PEES LEAST 2 WORKING DAYS PRIOR TO INSTALLATION. ��WjjMl7 FO 1 \ 7. ALL TRAFFIC CONTROL DEVICES SHALL CONFORM TO THE LATEST EDITION OF THE ny i MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES(MUTCD). S5-1 (FYG) -EP EP— 11 8. INFORMATION SHOWN ON THIS SHEET IS ACCURATE FOR SCHOOL ZONE FLASHER 24"X48" [P F7 F8 _ B IMPROVEMENTS ONLY. • • • • • • • 9. REGULATORY SIGNS MOUNTED ON SIGNAL ASSEMBLIES ARE INCIDENTAL TO THE SCHOOL •• — 1 •Eb --- — — _� ZONE FLASHERS INSTALLATION AND ARE NOT PAID FOR SEPARATELY. TRAFFIC SIGNAL LEGEND - �- • • i6 • - '.T C �B REFER TO ILLUMINATION AND INTERCONNECT PLAN SHEETS 42-47 FOR ILLUMINATION, N-TC 21 SIGNAL HEAD NUMBER 1 EP���o• • •FP _ 16 • • —•—. D • • • ., INTERCONNECT,SIGNAL CONDUIT AND CONDUCTOR SCHEDULING. POLES _ • �C REFER TO RRFB SIGNAL PLAN&DETAILS SHEET 39 FOR SIGNAL CONDUIT AND A PROJECT NOTE NUMBER �� _,. EASTBOUND SCHOOL ZONE EP EP • CONDUCTOR SCHEDULING. FLASHING BEACON POLE EP Oi SIGN FACE NUMBER 1T PEDESTRIAN SIGNAL POLE • EP EP .._STA: 102+51.48,OFF: 24.38'RT� CONDUIT RUN NUMBER -�= _ POLE HEIGHT: 12' — — EP EP EP— LUMINAIRE POLE BASE m JUNCTION BOX(TYPE S40T/ADA) POLE WITH FLASHING BEACONS CONDUIT GROUP FLASHING BEACON,TWO-SECTION SIGNAL SERVICE PEDESTAL WITH 12 INCH LENS EB-P RMANENT EASEMENT WM POLE T NST.NO.zois-o — WESTBOUND SCHOOL ZONE 19 FLASHING BEACON POLE CONDUIT AND CONDUCTOR SCHEDULE G _ _ PEDESTRIAN SIGNAL POLE STA: 107+56.83,OFF: 38.07'LT POLE HEIGHT: 12' NO. CONDUIT CONDUCTORS B u� ,, P UP 16 2"RPC 2-#6 THWN,1-#6 THWN GROUND(W LEG SCHOOL ZONE FLASHER) W W F9 F10 W 19 2"RPC 2-#6 THWN,1-#6 THWN GROUND(E LEG SCHOOL ZONE FLASHER) i C \\ c, ---__- - \\ B TACONIC DR N^I 0 LU 9 F10 Q �r ® _ SPEED SS-1 (FYG) LIlNIT yam.st G _ =®. _J Q (24"x 48") O ® ® — /_ _ Q W01 CL TRAFFIC SIGNAL MATERIALS SIGNAL MOUNTING LOCATION FOUNDATION POLE POLE TYPE LUMINAIRE (SIGNAL HEAD NO.) POLE MOUNTED SIGNS SEE TS-1110 POLE S PEDESTRIAN SIGNAL POLE N/A POLE MOUNTED(F7) S5-1 (FYG)(24"x48") A POLE HEIGHT: 12' POLE MOUNTED(F8) POLE T PEDESTRIAN SIGNAL POLE N/A POLE MOUNTED(F9) S5-1 (FYG)(24"x48") A POLE HEIGHT: 12' POLE MOUNTED(F10) 0 20' 40' NOTE: THE BACKFILL FOR THE POLE FOUNDATIONS SHALL BE CONTROLLED DENSITY FILL SCALE: 1"= 20' POLES S&T NOT TO SCALE A g5 NG, 1a �� • S H E = T - I - _ 1 4 Revisions: • S I G N A T U R E 5 Design By: PRECISION Date: 07/2022 Drawn By: PRECISION Date: 07/2022 School Zone Flasher Signal Plan - Taconic Dr o 5 CON ON Ada County Highway District • 3775 Ada-s SacrhddaBooioeg Idaho, 83714 • Project Number: 521043 Project Name: Eagle Rd, Lake Hazel Rd To Amity Rd Sheet 41 Of 59 N O T E S 80 INSTALL TRAFFIC SIGNAL INTERCONNECT CONDUIT(TRENCHED),2-2"RPC NTH 1-#12 THWN GREEN LOCATE WIRE,ITEM 1131.01.02.A 81 INSTALL MERIDIAN COMMUNICATION CONDUIT(TRENCHED),1-2"RPC NTH 1-#12 THWN GREEN LOCATE WIRE,ITEM 1131.01.02.A 90 INSTALL STREET LIGHT,40-FT LUMINAIRE POLE WITH 15-FT MAST ARM,ITEM 1131.01.06 93 INSTALL STREET LIGHTING CONDUIT(TRENCHED),1-2"RPC WITH 1-#12 THWN GREEN LOCATE WIRE,ITEM 1131.01.07 94 INSTALL STREET LIGHTING JUNCTION BOX,TYPE S-40T/ADA,ITEM 1131.01.08 95 INSTALL STREET LIGHTING CONDUCTORS AS INDICATED,ITEM 1131.01.14 1. REFER TO ACHD STANDARD TRAFFIC DETAILS(TS SERIES)FOR CONSTRUCTION DETAILS AND INSTALLATION REQUIREMENTS. 2. INFORMATION SHOWN ON THIS SHEET IS ACCURATE FOR ILLUMINATION&TRAFFIC SIGNAL INTERCONNECT IMPROVEMENTS ONLY. 3. THE LOCATIONS OF LUMINAIRE POLE FOUNDATIONS SHALL BE FIELD VERIFIED BY ACHD PRIOR TO INSTALLATION. 4. INTERCONNECT AND LIGHTING CONDUIT MAY BE INSTALLED IN THE SAME TRENCH. 5. CONTRACTOR SHALL SCHEDULE INTERCONNECT WORK TO ENSURE THAT INTERCONNECT IS DISCONNECTED FOR A MAXIMUM OF 48 HOURS ON THE WEEKENDS ONLY. 6. 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 CLARIFICATIONS. 7. LOCATIONS OF EXISTING UNDERGROUND STRUCTURES AND UTILITIES SUCH AS PIPELINES, ----p - - p - CONDUITS,CABLES,ETC.SHOWN ON THE ILLUMINATION PLANS ARE APPROXIMATE ONLY. _ _ IT IS NOT THE INTENT OF THESE PLANS TO SHOW THE EXACT LOCATION OF ALL - - - - UNDERGROUND UTILITIES AND STRUCTURES.IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE LOCATIONS OF ALL EXISTING UTILITIES NTH THE TERCONNECT COMMUNICATION RESPECTIVE OWNERS.EXISTING UTILITIES DAMAGED BY THE CONTRACTOR SHALL E- INSTALL INSTALL 2-2"RPC 80 INSTALL 1-2"RPC REPAIRED AT THE CONTRACTORS EXPENSE. SPARE(INSTALL LOCATE WIRE) SPARE(INSTALL LOCATE WIRE) 8. THE CONDUIT LAYOUT SHOWN IS SCHEMATIC. THE CONTRACTOR SHALL MAINTAIN • • • • . . . L APPROPRIATE CLEARANCE BETWEEN ADJACENT UTILITIES. 9. GROUND THE ILLUMINATION SYSTEM IN ACCORDANCE WITH THE CURRENT EDITION OF A _ THE NEC. L 10. INSTALL ONE LOCATE LIRE(NO.12 COPPER THWN,GREEN)IN EACH CONDUIT.WHERE �__I_ - W MULTIPLE LOCATE WIRE EXISTS IN THE JUNCTION BOX,THEY SHALL BE BONDED 2 TOGETHER AND INSULATED.A SINGLE LOCATE WIRE SHALL BE INSTALLED TO THE SERVICE PEDESTAL.ALL LOCATE WIRE IN CABINETS AND JUNCTION BOXES SHALL BE uTLF ox ; LABELED AS"LOCATE WIRE"AND INSULATED FROM ALL METALLIC ITEMS AND GROUND T T T Pdc ' r Foy— 94 E c F POTENTIAL SOURCES,INCIDENTAL TO BID ITEM 1131.01.07. + M ILLUMINATION_ W —EP EP EP EP PP�—EP EP EP EP—� M EP W 11. EACH LUMINAIRE POLE SHALL BE LABELED WITH POLE NUMBERS PROVIDED BY THE EP EP EP—N� INSTALL 1-2"RP 93 Z SPARE(INSTALL LOCATE WIRE) W CITY OF MERIDIAN.LABELS SHALL BE 2"TALL WHITE NUMBERS/LETTERS ON A BLACK ""^•v"'^' sew sew sew sew O a W BACKGROUND AFFIXED APPROXIMATELY 5'TO 6'ABOVE GRADE ON THE STREET SIDE F ~ W OF THE POLE. THE LABELS SHALL BE PLACED VERTICALLY SO THAT THE FIRST NUMBER 21 22 23 CO V 24 IS ON TOP.CONTRACTOR SHALL COORDINATE WITH THE CITY OF MERIDIAN TO REQUEST - - - - - - - - — ' 1 - - - POLE NUMBERS,INCIDENTAL TO BID ITEM 1131.01.06. EAGLE RD z � INTERCEPT JUNCTION BOX INSTALLED WITH ACHD PROJECT NO.319050 NTH PROPOSED g J d N CONDUIT. W W W W W W-2 W W ILLUMINATION U 0 ILLUMINATION INSTALL 1-2"RPC Q P EP EP EP EP EP EP F F 93 NSTALL 1-2"RPC -EP 93 95 F �B REMOVE AND SALVAGE EXISTING LUMINAIRE POLE AND FIXTURE TO THE CITY OF Q W /SPARE(INSTALL LOCATE WIRE) 2-#6 THWN(CKT#1) CA MERIDIAN.CONTRACTOR TO REMOVE EXISTING CONCRETE FOUNDATION MINIMUM OF 18 W �,e 1-#6 THWN(GROUND) INCHES BELOW FINISHED GRADE,INCIDENTAL TO ITEM 1131.01.06. F W W Z f � J F' c c Q q A ILLUMINATION 90 POLE 1 (CIRCUIT#1) INSTALL 1-2"RPC ((6- STA: 23+60.45,OFF. 45.00R 93 95 2-#6 THWN(CKT#1) P/L - - P/L � - - PlE = - - f J POME HEIGHAST L 40' 1-#6 THWN(GROUND) L E G E N D Lu FOUNDATION TYPE C LUMINAIRE POLE&MAST ARM SERVICE PEDESTAL JUNCTION BOX(TYPE S-40T/ADA) Z JUNCTION BOX(TYPE S-45T/ADA) ■ JUNCTION BOX(TYPE S-45T/ADA)WITH RISER CONDUIT GROUP 94 BID ITEM NOTE NUMBER �A PROJECT NOTE NUMBER 0 20' 40' SCALE: 1"_ A ME ZIEIMINT, g5 NG 1a �� • S IT E = T - 1 - _ 1 4 Revisions: • S I G N A T U R E 5 Design By: PRECISION Date: 07/2022 Drawn By: PRECISION Date: 07/2022 Illumination & Interconnect Plan o 5 CON ON ' ' Ada County Highway District • 3775 Adaw s Stree, Booise, Idaho, 83714 • Project Number: 521043 Project Name: Eagle Rd, Lake Hazel Rd To Amity Rd Sheet 42 Of 59 ILLUMINATION N O T E S 93 INSTALL 1-2"RPC SPARE(INSTALL LOCATE WIRE) 80 INSTALL TRAFFIC SIGNAL INTERCONNECT CONDUIT(TRENCHED),2-2"RPC NTH 1-#12 THWN GREEN LOCATE WIRE,ITEM 1131.01.02.A POLE 2(CIRCUIT#2) 90 POLE 4(CIRCUIT#2) 90 81 INSTALL MERIDIAN COMMUNICATION CONDUIT(TRENCHED),1-2"RPC NTH 1-#12 THWN ILLUMINATION ILLUMINATION STA: 24+90.08,OFF. 44.00'L STA: 27+50.09,OFF. 44.00'L — GREEN LOCATE WIRE,ITEM 1131.01.02A INSTALL THWN RPC _ _ _ _ _ _ _ INSTALL 1-2"RPC • — — — MAST ARM: 15' - — — — — — — — — 93 95 2-#6 THWN CKT#2) — MAST ARM: 15' �• 93 95 2-#6 THWN CKT#2) POLE HEIGHT: 40' 1-#6 THWN f GROUND) POLE HEIGHT: 40' 1-#6 THWN f(GROUND) 82 INSTALL TRAFFIC SIGNAL INTERCONNECT JUNCTION BOX,TYPE S-45T/ADA NTH RISER, FOUNDATION TYPE C FOUNDATION TYPE C • ITEM 1131.01.03.A 82 83 •r+� 83 INSTALL MERIDIAN COMMUNICATION JUNCTION BOX,TYPE S-45T/ADA WITH RISER,ITEM • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • 94 1131.01.03.B N - _ -94 - 7tW - - - - - R,V - - R7V - - - - - - - _ • • •-• • - t w 90 INSTALL STREET LIGHT,40-FT LUMINAIRE POLE WITH 15-FT MAST ARM,ITEM r%w�" �'.: �__.= ... `v..:.:•-.-' tom.--.:.� -.=,mot -:.:"� W _,..;.. -+- ..... .. _;,,.. . . ..,:,.. ,.:.F r•-.' - -*^ - - - - - - - - - ---- -- 93 INSTALL STREET LIGHTING CONDUIT(TRENCHED),1-2"RPC WITH 1-#12 THWN GREEN _ F 94 00 INSTALL STREET LIGHTING JUNCTION BOX,TYPE S-40T/ADA,ITEM 1131.01,08 ILLUMINATION EP F NSTALL 1-2"RPC T T T T T T ILLUMINATION O 95 INSTALL STREET LIGHTING CONDUCTORS AS INDICATED,ITEM 1131.01.14 93 95 2-#6 THWN(CKT#2) NSTALL 10 RPC NTERCONNECT T U T F_ W P EP 1-#6 THWN(GROUND) P Ep EP EP EP EP EP EP Ep 93 95 2-#6 THWN(CKT#2) 80 INSTALL 2-2"RPC -p 81 NSTALL 1-2"RPC 1. REFER TO ACHD STANDARD TRAFFIC DETAILS(TS SERIES)FOR CONSTRUCTION DETAI,+ LL INTERCONNECT 1-#6 THWN(GROUND) SPARE(INSTALL LOCATE WIRE) SPARE(INSTALL LOCATE WIRE) LL AND INSTALLATION REQUIREMENTS. W 80 INSTALL 2-2' RPC SPARE(INSTALL LOCATE WIRE) 27 LU 2. INFORMATION SHOWN ON THIS SHEET IS ACCURATE FOR ILLUMINATION&TRAFFIC - - - 1 - o SIGNAL INTERCONNECT IMPROVEMENTS ONLY. O 3. THE LOCATIONS OF LUMINAIRE POLE FOUNDATIONS SHALL BE FIELD VERIFIED BY ACHD COMMUNICATION EAGLE RD + PRIOR TO INSTALLATION. N 81 NSTALL 1-2' RPC W W W ILLUMINATION -W W W ILLUMINATIONN Q SPARE(INSTALL LOCATE IMRE) INSTALL 1-2"RPC INSTALL 1-2"RPC 4. INTERCONNECT AND LIGHTING CONDUIT MAY BE INSTALLED IN THE SAME TRENCH. EP EP EP EP EP EP EP 93 95 -#6 THWN(CKT#1) EP EP EP EP EP EP— EP 2-#6 THWN(CKT#1 93 95• < 1-#6 THWN(GROUND) 1-#6 THWN(GROUND 9IN F 5. CONTRACTOR SHALL SCHEDULE INTERCONNECT WORK TO ENSURE THAT INTERCONNECT LIJ IS DISCONNECTED FOR A MAXIMUM OF 48 HOURS ON THE WEEKENDS ONLY. Z z J 6. THE CONTRACTOR SHALL VERIFY AND CHECK ALL DIMENSIONS AND DETAILS SHOWN ON _J THE DRAWINGS PRIOR TO THE START OF CONSTRUCTION.ANY DISCREPANCIES SHALL BE IMMEDIATELY BROUGHT TO THE ATTENTION OF THE ENGINEER FOR CLARIFICATIONS Q ` t.. "" �' - F 7. LOCATIONS OF EXISTING UNDERGROUND STRUCTURES AND UTILITIES SUCH AS PIPELINES, • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • Q CONDUITS,CABLES,ETC.SHOWN ON THE ILLUMINATION PLANS ARE APPROXIMATE ONLY. UNDERGROUND UTILITIES AND STRUCTURES.IT IS THE RESPONSIBILITY OF THE 94 CONTRACTOR TO VERIFY THE LOCATIONS OF ALL EXISTING UTILITIES NTH THE •-''r•• RESPECTIVE OWNERS.EXISTING UTILITIES DAMAGED BY THE CONTRACTOR SHALL BE POLE 3(CIRCUIT#1) 90 90 POLE 5(CIRCUIT#1) REPAIRED AT THE CONTRACTORS EXPENSE. ILLUMINATION ILLUMINATION I I 8. THE CONDUIT LAYOUT SHOWN IS SCHEMATIC.THE CONTRACTOR SHALL MAINTAIN STA: 26+20.45,OFF: 45.00'R STA: 28+75.49,OFF: 46.51'R INSTALL 1-2"RPC INSTALL 1-2'"RPC 93 95 _ _ MAST ARM: 15' _ _ _ 93 95 _ _ MAST ARM: 15'_ APPROPRIATE CLEARANCE BETWEEN ADJACENT UTILITIES. _ _ _ -#6 THWN(CKT#1) -#6 THWN(CKT#1) 1-#6 THWN(GROUND) - � 1 FOUNDATIONPOLE TYPE C � - � � 1-#6 THWN(GROUND) FOUNDATIONPOLE HEIGHT: TYPE C I I 9. GROUND THE ILLUMINATION SYSTEM IN ACCORDANCE WITH THE CURRENT EDITION OF THE NEC. 10. INSTALL ONE LOCATE WIRE(NO. 12 COPPER THWN,GREEN)IN EACH CONDUIT.WHERE MULTIPLE LOCATE WIRE EXISTS IN THE JUNCTION BOX,THEY SHALL BE BONDED TOGETHER AND INSULATED.A SINGLE LOCATE WIRE SHALL BE INSTALLED TO THE SERVICE PEDESTAL.ALL LOCATE WIRE IN CABINETS AND JUNCTION BOXES SHALL BE LABELED AS"LOCATE WIRE"AND INSULATED FROM ALL METALLIC ITEMS AND GROUND POTENTIAL SOURCES,INCIDENTAL TO BID ITEM 1131.01.07. _ 11. EACH LUMINAIRE POLE SHALL BE LABELED WITH POLE NUMBERS PROVIDED BY THE 90 POLE 6(CIRCUIT#2) •...• 90 POLE 8(CIRCUIT#2) _ ® CITY OF MERIDIAN.LABELS SHALL BE 2"TALL WHITE NUMBERS/LETTERS ON A BLACK ILLUMINATION ILLUMINATION ILLUMINATION ILLUMINATION BACKGROUND AFFIXED APPROXIMATELY 5'TO 6'ABOVE GRADE ON THE STREET SIDE INSTALL 1-2"RPC STA: 0+10.10,OFF: 44.00'L INSTALL 1-2"RPC _ _ _ _ _ INSTALL 1-7 RPC -STA: 32+70.19,OFF: 47.35'L=-�== - INSTALL 1-2' RPC OF THE POLE. THE LABELS SHALL BE PLACED VERTICALLY SO THAT THE FIRST NUMBER 2-N6 THWN(CKT#2)93 95 — MAST ARM: 15' —72-1,6 THWN(CKT#2) 2-#6 THWN(CKT#2)93 95 MAST ARM: 15' 93 95 2-#6 THWN CRT#2) ® IS ON TOP.CONTRACTOR SHALL COORDINATE WITH THE CITY OF MERIDIAN TO REQUEST 1-#6 THWN(GROUND) POLE HEIGHT: 40' 1-# THWN(GROUND) 1-#6 THWN(GROUND) POLE HEIGHT: 40' 1-#6 THWN f GROUND) POLE NUMBERS,INCIDENTAL TO BID ITEM 1131.01.06. FOUNDATION TYPE C FOUNDATION TYPE C 82 83 �B REMOVE AND SALVAGE EXISTING LUMINAIRE POLE AND FIXTURE TO THE CITY OF W • • • • • • • • • • • • • • • • • • • • • • • • r - INCHES BELOW FINISHED GRADE,INCIDENTAL TO ITEM 1131.01.06. ON MINIMUM OF • • • • • • • • • • • III - - - - a MERIDIAN CONTRACTOR O REMOE EXISTING CONCRETE FOUNDATION - - - - - - �C REFER TO SCHOOLCZONETFLASHER SIGNAL PLAN&DETAILS SHEETS40 41 FORSIGNAL W - ::------,-�-.r�. -- -�•r» ---- .- - "- _ CONDUIT AND CONDUCTOR SCHEDULING -* 7 - --- - -- - - - -- - --------- - - '^� r- W LU 2 Cn F O sa O 7, NTIRI�N NECT UNICATION C T + r T PocT NTERCONNECT T GCOMMUNICATON T Foc fr cc L 2-2"RPC ;EMN'10SMALL 1-2"RPC EP EP E EP EP EP EP 80 NSTALL 2-2"RPC p 81 INSTALL 1-2"RPC _EP LWL LL SPARE(INSTALL LOCATE WIRE) SPARE(INSTALL LOCATE WRE) SPARE(INSTALL LOCATE WIRE) SPARE(INSTALL LOCATE WIRE) W L E G E N D W cc 30 31 32 33 00 1 - LUMINAIRE POLE&MAST ARM EAGLE RD 20 SERVICE PEDESTAL Q W W W W W W W W C F JUNCTION BOX(TYPE S-40T/ADA) R- EP •P EP EP EP EP EP EP EP EP EP P EP Ep EP (n 94 EP _ ® JUNCTION BOX(TYPE S-45T/ADA) Z - J ■ JUNCTION BOX(TYPE S-45T/ADA)WITH RISER U j - at.:• • • U H • G o Q 94 BID ITEM NOTE NUMBER Q �A PROJECT NOTE NUMBER u B C B 90 POLE 7(CIRCUIT#I) ILLUMINATION ILLUMINATION -STA: 31+40.46,OFF: 45.00'R INSTALL THWN (RPC INSTALL 1-2"RPC P/L 93 95 2-#6 THW'N(CKT#1) _ MAST ARM: 15' _ _ 93 95 #6 THWN(CKT#1) 0 20' 40' 1-#6 THWN(GROUND) - � POLE HEIGHT: 40' 1-#6 THWN(GROUND) - � - "= - � FOUNDATION TYPE C � SCALE: I" A g5 NG 1a �� ME=11INIMINT, • s H E = r - I - _ 1 4 Revisions: • S I G N A T U R E S Design By: PRECISION Date: 07/2022 Drawn By: PRECISION Date: 07/2022 Illumination & Interconnect Plan o 5 CON ON ' ' Ada County Highway District • 3775 Adaw s Stree, Booise, Idaho, 83714 • Project Number: 521043 Project Name: Eagle Rd, Lake Hazel Rd To Amity Rd Sheet 43 Of 59 ILLUMINATION N O T E S INSTALL 1-2"RPC ILLUMINATION 2-#6 THWN CRT#1 C INSTALL 1-2"RPC 2-#6 THWN CKT#2� 80 INSTALL TRAFFIC SIGNAL INTERCONNECT CONDUIT(TRENCHED),2-7"RPC NTH 1-#12 2-#6 THWN(CKT#1 93 95 _ D 1-#6 THWN GROUND) THWN GREEN LOCATE WIRE,ITEM 1131.01.02A 90 POLE 12(CIRCUIT#2) 2-#6 THWN(CKT#2 93 95 INSTALL 1-2' RPC STA: 35+12.43,OFF: 159.851L • -0{: 1-6 THWN(GROUND ',\ 2-#6 THWN(CKT#3) 81 INSTALL MERIDIAN COMMUNICATION CONDUIT(TRENCHED),1-2"RPC NTH 1-#12 THWN MAST ARM: 15' {' I 1 2-#6 THWN(CKT#4) GREEN LOCATE WIRE,ITEM 1131.01.02.A POLE HEIGHT: 'C 1: 1-#6 THWN(GROUND) FOUNDATION TYPE G9• I '- 83 INSTALL 1-2' RPC 82 INSTALL TRAFFIC SIGNAL INTERCONNECT JUNCTION BOX,TYPE S-45T/ADA NTH RISER, I yy 94 SPARE(INSTALL LOCATE WARE) ITEM 1131.01.03.A y" �LUMIRATION •• 1+ INSTALL 1-2' RPC 93 95• D F 1 82 83 INSTALL MERIDIAN COMMUNICATION JUNCTION BOX,TYPE S-45T/ADA WITH RISER,ITEM ILLUMINATION 2-#6 THWN(CKT#2 11' 113L01.03.B INSTALL 1-2' RPC 1-#6 THW'N(GROUND -L i ILLUMINATION Y 90 INSTALL STREET LIGHT,40-FT LUMINAIRE POLE WITH 15-FT MAST ARM,ITEM INSTALL 1-2"RPC 2-#6 THW'N(CKT#1 93 95©� � • ��- ' j„�� e(1l \ \ 93 95 2-#6 THWN CKT#3) 1131.01 O6 2 #6 THWN(CKT#2 -\ 1-#6 THWN GROUND) 1 #6 THWN(GROUND C•) 94 • / D \ 93 INSTALL STREET LIGHTING CONDUIT(TRENCHED),1-2"RPC WITH 1-#12 THWN GREEN POLE 14(CIRCUIT#3) 9D LOCATE WIRE,ITEM 1131.01.07 O90 POLE 10 CIRCUIT 2 / ' ( #) 83 / .� � \ \ STA: 35+87.56,OFF: 101.041 94 INSTALL STREET LIGHTING JUNCTION BOX,TYPE S-40T/ADA,ITEM 1131.01.08 STA: 34+58.77,OFF: 79.791 I r MAST ARM: 20' MAST ARM: 15' 82 � !°� POLE HEIGHT: 40' 95 INSTALL STREET LIGHTING CONDUCTORS AS INDICATED,ITEM 1131.01.14 POLE HEIGHT: 40' //, r D j�� FOUNDATION TYPE C ILLUMINATION FOUNDATION TYPE C U 0 \ 1. REFER TO ACHD STANDARD TRAFFIC DETAILS(TS SERIES)FOR CONSTRUCTION DETAI,� ,� // INTERCONNECT AND INSTALLATION REQUIREMENTS. INSTALL 1-2' RPC / 81 NSTALL 1-2"RPC 2-#6 THWN(CKT#2)93 95 .�Q / PARE INSTALL LOCATE WIRE �\ \ ��81NSTALL2 2"'RPC 1-#6 THWN(GROUND � SPARE(INSTALL LOCATE WIRE 2. INFORMATION SHOWN ON THIS SHEET IS ACCURATE FOR ILLUMINATION&TRAFFIC \\ ILLUMINATION SIGNAL INTERCONNECT IMPROVEMENTS ONLY. _ =•X INTERCONNECT .\ INSTALL 1-2"RPC INSTALL 2-2"RPC ILLUMINATION 93 95 fi _ ,/ s ,y. �� - -#6 THWN(CKT#3) �f� �'f� �'f� 3. THE LOCATIONS OF LUMINAIRE POLE FOUNDATIONS SHALL BE FIELD VERIFIED BY ACHD x x x r / q SPARE(INSTALL LOCATE WIRE) 1\ INSTALL 1 2' RPC 1- THWN GROUND _ PRIOR TO INSTALLATION. � � o °p g.� °_�o Cs�-:• _ - l �-� 93 95 2-#6 THWN CKT#3 � � �6 _�..-�----��—�--,:-�.- -�-- ,-_ ; TLLUMIIJATION�".� -#6 THWN CRT#4 INSTALL 1-2"RPC 4. INTERCONNECT AND LIGHTING CONDUIT MAY BE INSTALLED IN THE SAME TRENCH. THWN GROUND) POLE 16(CIRCUIT#3) 90 93 95 :r *,•.� M a z 2-#6 THWN(CKT#3) COM UNICA ION '� fig, STA: 36+69+80,OFF: 32.95L 1- THWN GROUND p' #6 (GROUND) 5. CONTRACTOR SHALL SCHEDULE INTERCONNECT WORK TO ENSURE THAT INTERCONNECT �-- -_ __ __ , INSTALL 1-2"RP_81 - � ,. _ -MAST ARM: 20' _ _ = IS DISCONNECTED FOR A MAXIMUM OF 48 HOURS ON THE WEEKENDS ONLY. SPARE(INSTALL LOCIATE POLE HEIGHT: 40' O Q�^:3 FOUNDATION TYPE C ®® _ _ _ _ 6. THE CONTRACTOR SHALL VERIFY AND CHECK ALL DIMENSIONS AND DETAILS SHOWN ON _ 0 Q * .� 94 THE DRAWINGS PRIOR TO THE START OF CONSTRUCTION ANY DISCREPANCIES SHALL 0_ �``. BE IMMEDIATELY BROUGHT TO THE ATTENTION OF THE ENGINEER FOR CLARIFICATIONS. .^''- '� ILLUMINATION - 2 C '•r" " ' - � `- -,. � ,-" .� �� �p© / - - 7. LOCATIONS OF EXISTING UNDERGROUND STRUCTURES AND UTILITIES SUCH AS PIPELINES, •8 INSTALL 1-2 RPC 93 95 0 2-#6 THWN(CKT#2) ( ®� Gib - - - _ CONDUITS,CABLES,ETC.SHOWN ON THE ILLUMINATION PLANS ARE APPROXIMATE ONLY. #6 THWN(GROUND) o o o - - 1 - - ---- IT IS NOT THE INTENT OF THESE PLANS TO SHOW THE EXACT LOCATION OF ALL COMMUNICATION I I p© / e - _ _' F UNDERGROUND UTILITIES AND STRUCTURES.IT IS THE RESPONSIBILITY OF THE LU 81 INSTALL 1-2"RPC I I ©© C•> ® .(� Ci s - - - --- "- W CONTRACTOR TO VERIFY THE LOCATIONS OF ALL EXISTING UTILITIES NTH THE 1yJ SPARE(INSTALL LOCATE WIRE)I I v 1 _ - -T W RESPECTIVE OWNERS.EXISTING UTILITIES DAMAGED BY THE CONTRACTOR SHALL BE = 'r o T I s D REPAIRED AT THE CONTRACTORS EXPENSE. INTERCONNE T CA INTERCONNECT 80 INSTALL 2-2"RPC 80 INSTALL 2-2"RPC O 8. THE CONDUIT LAYOUT SHOWN IS SCHEMATIC.THE CONTRACTOR SHALL MAINTAIN SPARE(INSTALL LOCATE WIRE p T �Fp' v Tv H APPROPRIATE CLEARANCE BETWEEN ADJACENT UTILITIES. H Foc PARE(INSTALL LOCATE WIRE LL !r f I.- COMMUNICATION 0 T T T LLU 9. GROUND THE ILLUMINATION SYSTEM IN ACCORDANCE WITH THE CURRENT EDITION OF LL IL UMI A 10 81 INSTAL 1-2' RPC INSTALL 1-2"RP - `n` m 83 1) R � 36+76.19 SPARE(INSTALL LOCATE WIRE) LU THE NEC. 1027-#6cc THWN(CKT#1)93 95 I I v I >,\ 1 10. INSTALL ONE LOCATE WIRE(NO. 12 COPPER THWN,GREEN)IN EACH CONDUIT.WHERE 1-#6 THWN(GROUND) I I �A I) MULTIPLE LOCATE WIRE EXISTS IN THE JUNCTION BOX,THEY SHALL BE BONDED 7 1 34, I I p O P1 STA: 105+26.05 36 37 N TOGETHER AND INSULATED.A SINGLE LOCATE WIRE SHALL BE INSTALLED TO THE f3 r + SERVICE PEDESTAL.ALL LOCATE WIRE IN CABINETS AND JUNCTION BOXES SHALL BE cM•� � D ILLUMINATION M LABELED AS"LOCATE WIRE"AND INSULATED FROM ALL METALLIC ITEMS AND GROUND w w w INSTALL 1 2'RPC 1 w POTENTIAL SOURCES,INCIDENTAL TO BID ITEM 1131.01.07. Q w C w w D w w o o 2-#6 THWN(CKT#4l 93 95 F 11. EACH LUMINAIRE POLE SHALL BE LABELED WITH POLE NUMBERS PROVIDED BY THE 1-#6 THN7J(GROUND) (n m ILLUMINATION I CITY OF MERIDIAN.LABELS SHALL BE 2' TALL WHITE NUMBERS LETTERS ON A BLACK INSTALL 1-2"RPC 93 95 2-#6 THWN(CKT#4) W BACKGROUND AFFIXED APPROXIMATELY 5'TO 6'ABOVE GRADE ON THE STREET SIDE { G z OF THE POLE. THE LABELS SHALL BE PLACED VERTICALLY SO THAT THE FIRST NUMBER �'+y ILLUMINATION— EF-#6 THWN(GROUND) - IS ON TOP.CONTRACTOR SHALL COORDINATE WITH THE CITY OF MERIDIAN TO REQUEST TALL -2 IP POLE NUMBERS,INCIDENTAL TO BID ITEM 1131.01.06. INSTALL RPC J THWN(CKT#4 93 95 EP U ILLUMINATION • • • J -#6 THWN(GROUND FBT REMOVE AND SALVAGE EXISTING LUMINAIRE POLE AND FIXTURE TO THE CITY OF H' INSTALL 1-2"RPC b '� D jr • w• •$ • • Q MERIDIAN.CONTRACTOR TO REMOVE EXISTING CONCRETE FOUNDATION MINIMUM OF 18 < 2-#6 THWN(CKT#1 93 95 94 • - "�"'` �- ®'• • • • • • • • gq INCHES BELOW FINISHED GRADE,INCIDENTAL TO ITEM 1131.01.06. 1-#6 THWN(GROUND c P1 STA. 105+76.06 ,.'�� -•-• • - P/L - - P/L - REFER TO SCHOOL ZONE FLASHER SIGNAL PLAN&DETAILS SHEETS 40-41 FOR SIGNAL 90 POLE 9(CIRCUIT#1) �4 CONDUIT AND CONDUCTOR SCHEDULING. STA: 34+00.35,OFF: 17.2VIR •\ I r �D REFER TO RRFB SIGNAL PLAN&DETAILS SHEET 39 FOR SIGNAL CONDUIT AND MAST ARM: 15' �r ILLUMINATIO - CONDUCTOR SCHEDULING. POLE HEIGHT: 40' INSTALL 1-2"RPC - ° B FOUNDATION TYPE C 2-#6 THWN(CKT 1).93 95 _p O• $ ,;.�! i `` (','� I 90 POLE 17(CIRCUIT#4) 1-#6 THWN GROW D 0 Cr2` h' O 0•© - / ' �Do 94 �+� `�1J STA: 38+00.06,OFF: 37.45'R - © o--x © '/ MAST ARM: 15' ©© © © / I I FOUNDATION POLE G TYPE C o°°POLE 15(CIRCUIT#4) 90 • • 76'R OFF: 54 80+ , . L E G E N D 90� POLE 11 (CIRCUIT#1) O® 1 v D STA: 36+01 - • STA: 34+83+70,OFF: 72.41'R , e D MAST ARM: 15' MAST ARM: 15' �(} "� ° e POLE HEIGHT: 40' POLE HEIGHT: 40'. p o O a I' 7.4 °O FOUNDATION TYPE C J LUMINAIRE POLE&MAST ARM FOUNDATION TYPE C . © © � � I 0 (� � SERVICE PEDESTAL ©LWNArfd© vt INSTALL 1-2"RPC JUNCTION BOX(TYPE S-40T/ADA) 2-#6 THNM(CKT D)93 95 1-#6 THWN(GROUND) t�' n_ D 94 ) ® JUNCTION BOX(TYPE S-45T/ADA) DILL NATION 0 F , INSTALL 1-2"RPC _---__- I 93 95 2-#6 THWN(CKT#4) ■ JUNCTION BOX(TYPE S-45T/ADA)WITH RISER ° 1-#6 THWN(GROUND) CONDUIT GROUP / \ 94 ' POLE 13(CIRCUIT#4) 90 94 BID ITEM NOTE NUMBER / \ I I L ATION # STA: 35+61.60,OFF: 128.46 R +°• , INSTALL 1-2"RPC 93 x MAST ARM: 15' �A PROJECT NOTE NUMBER / ffSPARE--(INSTALL LOCATE WIRE) { r POLE HEIGHT: 40' FOUNDATION TYPE C 0 20' 40' O SCALE: I " A g5 NG, 1a �� • S H E = T - 1 - _ 1 4 Revisions: • S I G N A T U R E 5 Design By: PRECISION Date: 07/2022 Drawn By: PRECISION Date: 07/2022 Illumination & Interconnect Plan o 5 CON ON ' ' Ada County Highway District • 3775 Adawvswareet, Booise, Idaho, 83714 • Project Number: 521043 Project Name: Eagle Rd, Lake Hazel Rd To Amity Rd Sheet 44 Of 59 N O T E S 80 INSTALL TRAFFIC SIGNAL INTERCONNECT CONDUIT(TRENCHED),2-2"RPC NTH 1-#12 THWN GREEN LOCATE WIRE,ITEM 1131.01.02.A POLE 18(CIRCUIT#3) 90 / \\ POLE 20(CIRCUIT#3) 90 81 INSTALL MERIDIAN COMMUNICATION CONDUIT(TRENCHED),1-2"RPC NTH 1-#12 THWN -JLLUMINATION ILLUMINATI N lei _= ===STA: 39+29.66,OFF: 48.9PL== STA: 41+89.76,OFF: 44.50'L GREEN LOCATE WIRE,ITEM 1131.01.02A INSTALL 1-2"RPC NSTALL 1-2"RPC — — 93 95 2-#6 THWN(CKT#3) MAST ARM: 20' 93 95 2-#6 THWN(CKT 3 MAST ARM: 20' .1-#6 THWN(GROUND POLE HEIGHT: 40' 1- THWN(GROUND) \ POLE HEIGHT: 40' 82 INSTALL TRAFFIC SIGNAL INTERCONNECT JUNCTION BOX,TYPE S-45T/ADA NTH RISER, c _ ) _FOUNDATION TYPE C ) 82 y FOUNDATION TYPE C ITEM 1131.01.03.A _ `• li\ �• -• - • • - _ � -� -i • • • INSTALL MERIDIAN COMMUNICATION JUNCTION BOX TYPE S-45T/DA WITH RISER ITE M 94 83 113L01.036 • - • —•-• w 90 INSTALL STREET LIGHT,40-FT LUMINAIRE POLE WITH 15-FT MAST ARM,ITEM L,LI -� ---v.., T-`'^�` .,- . - ---_ � �+� T � 93 INSTALL STREET LIGHTING CONDUIT(TRENCHED),1-2"RPC WITH 1-#12 THWN GREEN LLJ_ - - - - LOCATE WIRE,ITEM 1131.01.07 0 INTERCONNECT ILLUMINATION F 94 INSTALL STREET LIGHTING JUNCTION BOX,TYPE S-40T/ADA,ITEM 1131.01,08 0 Tv 80 NSTALL 2-2"RPC NSTALL 1-2"RPC Tv Tv ry '_® =,�;; ry- T F PARE(INSTALL LOCATE ORE�Eoc 93 95 2_#6 THWN(CKT#3) �� T / t `- TE CONNECT 0 95 INSTALL STREET LIGHTING CONDUCTORS AS INDICATED,ITEM 1131.01.14 0-1 T T THWN(GROUND) €>3 r� / ILLUMINATION W COMMUNICATION EP �P «�e INSTALL 1-2"RPC INSTALL 2-2"RP 80 ��EP E EP EP /93 95 EPSPARE INSTALL LOCATE WIRE EP W 1. REFER TO ACHD STANDARD TRAFFIC DETAILS(TS SERIES)FOR CONSTRUCTION DETAI�� LL 81 NSTALL 1-2"RPC 2-#6 THWN(CRT#3�/ ( AND INSTALLATION REQUIREMENTS. � PARE(INSTALL LOCATE IMRE �/ 1-#6 THWN(GROUND COMMUNICATION LL. INSTALL 1-2"RPC 81 LU 2. INFORMATION SHOWN ON THIS SHEET IS ACCURATE FOR ILLUMINATION&TRAFFIC N - - 1 - �/ 41- - 1 - - 42 SPARE(INSTALL LOCATE WIRE) o SIGNAL INTERCONNECT IMPROVEMENTS ONLY. + T c0 3. THE LOCATIONS OF LUMINAIRE POLE FOUNDATIONS SHALL BE FIELD VERIFIED BY ACHD 00 w w w w w / w w w w L j PRIOR TO INSTALLATION. Q • ILLUMINATION T V 4. INTERCONNECT AND LIGHTING CONDUIT MAY BE INSTALLED IN THE SAME TRENCH. R- INSTALL 1-2"RPC 93 95 / EP EP c EP EP EP c EP EP c Q U) P c ra `P 16 2-#6 THWN(CKT#4/ W 5. CONTRACTOR SHALL SCHEDULE INTERCONNECT WORK TO ENSURE THAT INTERCONNECT 1-#6 THWN(GROUND) IS DISCONNECTED FOR A MAXIMUM OF 48 HOURS ON THE WEEKENDS ONLY. W .....-_ �� Z -T._� `*'-�= W 6. THE CONTRACTOR SHALL VERIFY AND CHECK ALL DIMENSIONS AND DETAILS SHOWN ON .. ,•,< THE DRAWINGS PRIOR TO THE START OF CONSTRUCTION.ANY DISCREPANCIES SHALL >. 'T..'.... — — — -- U • • �� � - _:. ,:. ...� , .�,,' �'—' = BE IMMEDIATELY BROUGHT TO THE ATTENTION OF THE ENGINEER FOR CLARIFICATIONS. ,Y� U Q '• - F- 7. LOCATIONS OF EXISTING UNDERGROUND STRUCTURES AND UTILITIES SUCH AS PIPELINES, • • / —' • • • • • • • • • • Q CONDUITS,CABLES,ETC.SHOWN ON THE ILLUMINATION PLANS ARE APPROXIMATE ONLY. - - - - - - - - IT IS NOT THE INTENT OF THESE PLANS TO SHOW THE EXACT LOCATION OF ALL • ILLUMINATION / UNDERGROUND UTILITIES AND STRUCTURES.IT IS THE RESPONSIBILITY OF THE B INSTALL 1-2"RPC 93 95 / 94 B CONTRACTOR TO VERIFY THE LOCATIONS OF ALL EXISTING UTILITIES NTH THE 2-#6 THWN(CKT#4 RESPECTIVE OWNERS.EXISTING UTILITIES DAMAGED BY THE CONTRACTOR SHALL BE 1-#6 THWN(GROUND; — POLE 19(CIRCUIT 90 REPAIRED AT THE CONTRACTORS EXPENSE. STA: 40+60.10,OFF: 45.00'R 8. THE CONDUIT LAYOUT SHOWN IS SCHEMATIC.THE CONTRACTOR SHALL MAINTAIN MAST ARM: 15' _ _ _ _ _ _ _ _ APPROPRIATE CLEARANCE BETWEEN ADJACENT UTILITIES. POLE HEIGHT: 40' - � - � - P/ FOUNDATION TYPE C � 9. GROUND THE ILLUMINATION SYSTEM IN ACCORDANCE WITH THE CURRENT EDITION OF THE NEC. 10. INSTALL ONE LOCATE WIRE(NO. 12 COPPER THWN,GREEN)IN EACH CONDUIT.WHERE MULTIPLE LOCATE WIRE EXISTS IN THE JUNCTION BOX,THEY SHALL BE BONDED TOGETHER AND INSULATED.A SINGLE LOCATE WIRE SHALL BE INSTALLED TO THE SERVICE PEDESTAL.ALL LOCATE WIRE IN CABINETS AND JUNCTION BOXES SHALL BE LABELED AS"LOCATE WIRE"AND INSULATED FROM ALL METALLIC ITEMS AND GROUND POTENTIAL SOURCES,INCIDENTAL TO BID ITEM 1131.01.07. 11. EACH LUMINAIRE POLE SHALL BE LABELED WITH POLE NUMBERS PROVIDED BY THE POLE 22(CIRCUIT#3) 90 CITY OF MERIDIAN.LABELS SHALL BE 2' TALL WHITE NUMBERS/LETTERS ON A BLACK ILLUMINATION ILLUMINATION BACKGROUND AFFIXED APPROXIMATELY 5'TO 6'ABOVE GRADE ON THE STREET SIDE _ _ _ _ _ _ STA: 44+49.76,OFF: 44.50'L OF THE POLE. THE LABELS SHALL BE PLACED VERTICALLY SO THAT THE FIRST NUMBER • 93 95 NSTALL 1-2"RPC —. —. —• — • —• — • — • — — • —' MAST ARM: 20' 93 95 NSTALL 1-2"RPC 2-#6 THWN CKT#3) 2-#6 THWN(CKT#3) IS ON TOP.CONTRACTOR SHALL COORDINATE WITH THE CITY OF MERIDIAN TO REQUEST 1-#6 THWN((GROUND) POLE HEIGHT: 40' 1-#6 THWN(GROUND) POLE NUMBERS,INCIDENTAL TO BID ITEM 1131.01.06. FOUNDATION TYPE C 3 94 ' 82 �B REMOVE AND SALVAGE EXISTING LUMINAIRE POLE AND FIXTURE TO THE CITY OF MERIDIAN.CONTRACTOR TO REMOVE EXISTING CONCRETE FOUNDATION MINIMUM OF 18 • • • • • • • • • • • • • • • 83 INCHES BELOW FINISHED GRADE,INCIDENTAL TO ITEM 1131.01.06. W �74IV— - - - - �2f1N— - - - - - - - • • • - - • �C REFER TO SCHOOL ZONE FLASHER SIGNAL PLAN&DETAILS SHEETS 40-41 FOR SIGNAL W -- ---- -".,�. .�.- :.... �......._ �-c.�.r-.L_-,_.-• -- =� r - ----- �- - - - - - - - - - CONDUIT AND CONDUCTOR SCHEDULING • • • • • • • • • • • • • ------- - - -- - - - - --- - - ---- - - - -- - --- - ----- --- LU 2 _ - - -- - - - - -- - - - - -- - - -- - - - - -- - - - - -- - - - - -- - - C/) O v LLUMINATION r F- - INTERCONNECT COMMUNICATION INSTALL 1-2"RPC R 80 NSTALL 2-2"RPC 81 NSTALL 1-2"RPC cc 93 95 2-#6 THWN(CKT#3) INSTALL 2-2"RPC 80 W LWL EP SPARE(INSTALL LOCATE WIRE) ESPARE(INSTALL LOCATE WIRE—EP EP EP 1-#6 THWN(GROUND) EP EP EP EP EP—SPARE(INSTALL LOCATE WIRE) U- L E G E N W COMMUNICATION µ INSTALL 1-2"RPC 81 Er SPARE(INSTALL LOCATE WIRE) - LUMINAIRE POLE&MAST ARM L1 w w w W w w w w w SERVICE PEDESTAL ILLUMINATION ILLUMINATION Q EP— INSTALL 1-2"RPC 93 95 c EP EP c EP EP c EP cEP EP c EP INSTALL 1-2"RPC 93 95 EP c EP -EP EP c EP JUNCTION BOX(TYPE S-40T/ADA) W 2-#6 THWN(CKT#4 2-#6 THWN(CKT#4 ® JUNCTION BOX(TYPE S-45T/ADA) 1-#6 THWN(GROUND 1-#6 THWN(GROUND W z Z J ■ JUNCTION BOX(TYPE S-45T/ADA)WITH RISER -.._ •-.. ._ - - - - - - - - - -- - _ ------- CONDUIT GROUP U tz PROJECT NOTE NUMBER 94 B 94 ILLUMINATION POLE 21 (CIRCUIT#4) 90 ILLUMINATION POLE 23(CIRCUIT#4) 90 +� ILLUMINATION INSTALL 1-2"RPC STA: 43+20.11,OFF: 45.00'R INSTALL 1-2"RPC STA: 45+80.11,OFF: 45.00'R INSTALL 1-2"RPC 93 95 2-#6 THWN(CKT#4) MAST ARM: 15' 93 98 2-#6 THWN CKT#4) MAST ARM: 15' 93 95 2-#6 THWN(CKT#4) 0 20' 40' -#6 THWN(GROUND) POLE HEIGHT: 40' � 1-#6 THWN(GROUND) - - E - - POLE HEIGHT: 40' -1-#6 THWN(GROUND) FOUNDATION TYPE CE � � FOUNDATION TYPE C � SCALE: I"_ A g5 NG, 1a �� • S IT E = T - 1 - _ 1 4 Revisions: • S I G N A T U R E 5 Design By: PRECISION Date: 07/2022 Drawn By: PRECISION Date: 07/2022 Illumination & Interconnect Plan o 5 CON ON ' ' Ada County Highway District • 3775 Adarnswatrreelt,,cBoise, Idaho, 83714 • Project Number: 521043 Project Name: Eagle Rd, Lake Hazel Rd To Amity Rd Sheet 45 Of 59 N O T E S 80 INSTALL TRAFFIC SIGNAL INTERCONNECT CONDUIT(TRENCHED),2-2"RPC NTH 1-#12 THWN GREEN LOCATE WIRE,ITEM 1131.01.02.A POLE 24(CIRCUIT#3) 90 ILLUMINATION POLE 26(CIRCUIT#3) 90 ILLUMINATION 81 INSTALL MERIDIAN COMMUNICATION CONDUIT(TRENCHED),1-2"RPC NTH 1-#12 THWN STA: 47+09.76,OFF: 44.50'L STA: 49+82.35,OFF: 44.50'L LANT2 ' •— •— •— •— •— •—. —. —. 93 95 NSTALL 1-2"RPC MAST ARM: 20' 9395INSTALL WN(RPC GREEN LOCATE WIRE,ITEM 1131.01.02A -#6THWN(CKT#3) L_ THWN(CKT#3)1-#6 THWN(GROUND) POLE HEIGHT: 40' 1-#6 THWN(GROUND) 82 INSTALL TRAFFIC SIGNAL INTERCONNECT JUNCTION BOX,TYPE S-45T/ADA NTH RISER, C I FOUNDATION TYPE C TEM 1131.01.03.A _ • _ • _ • _ • _ 94 INSTALL MERIDIAN COMMUNICATION JUNCTION BOX,TYPE S-45T/ADA WITH RISER,ITEM T 113L01.03.B • • • • • • • • • _• • • • • • -• � •c • - - W 90 INSTALL STREET LIGHT,40-FT LUMINAIRE POLE WITH 15-FT MAST ARM,ITEM N 1131 01 O6 W - +^ ^^i'-^ '•""�. ^.-. ,.'� -^ - - IT(TRENCHED),1-2 RPC WITH 1-#12 THWN GREEN W --ram`^.ram LOCATE WIRE,ITEM 113101C00NDU - 93 F 94 INSTALL STREET LIGHTING JUNCTION BOX,TYPE S-40T/ADA,ITEM 1131.01,08 rfi x x x O 95 INSTALL STREET LIGHTING CONDUCTORS AS INDICATED,ITEM 1131.01.14 ~ FGc -ILLUMINATION T Pnr v EE Tv T Tv yr o Tv �LLUMINATIbN � NTERCONNECT — OMMUNIC IN CONNECT OMMUNICATION 1. REFER TO ACHD STANDARD TRAFFIC DETAILS(TS SERIES)FOR CONSTRUCTION DETAI,� NSTALL 1-2"RPC r NSTALL 1-2"RPC T LL F 93 95 2-#6 THWN(CKT#3) 80 NSTALL 2-2"RPC 81 NSTALL 1-2"RPC -EP Ep EP �� 93 95 2_#6 THWN(CKT#3) E 80 NSTALL 2-2"RPC EP 81 NSTALL 1-2"RPC W AND INSTALLATION REQUIREMENTS. W 1-#6 THWN(GROUND) SPARE(INSTALL LOCATE WIRE) SPARE(INSTALL LOCATE WIRE) 1-#6 THWN(GROUND) SPARE(INSTALL LOCATE WIRE) SPARE(INSTALL LOCATE WIRE) LL Sew sew sew Sew sew W € 51 Er 2. INFORMATION SHOWN ON THIS SHEET IS ACCURATE FOR ILLUMINATION&TRAFFIC SIGNAL INTERCONNECT IMPROVEMENTS ONLY. e € — — 9— � — 1 — — e o FR V 3. THE LOCATIONS OF LUMINAIRE POLE FOUNDATIONS SHALL BE FIELD VERIFIED BY ACHD w w w w w w w w + PRIOR TO INSTALLATION. ILL MINATION • ILLUMINATION w LO Q EP- EP 4. INTERCONNECT AND LIGHTING CONDUIT MAY BE INSTALLED IN THE SAME TRENCH. F EP G EP EP G EP GEP EP g3 95 NSTALL 1-2"RPC G G G G G INSTALL 1-2"RP Q -#6 THWN(CKT#4) EP EP EP EP fp 2-#6 THWN(CKT#4 93 95 1-6 THWN GROUND 1-#6 THWN(GROUND U) 5. CONTRACTOR SHALL SCHEDULE INTERCONNECT WORK TO ENSURE THAT INTERCONNECT LU IS DISCONNECTED FOR A MAXIMUM OF 48 HOURS ON THE WEEKENDS ONLY. -__- _ z 6. THE CONTRACTOR SHALL VERIFY AND CHECK ALL DIMENSIONS AND DETAILS SHOWN ON _ - ^ '- -' BE IMMEDIATELY BROUGHT TO THE ATTENTION OF THE ENGINEER FOR CLARIFICATIONS _ _ _ _ _ _ _ _ ________________ THE DRAWINGS PRIOR TO THE START OF CONSTRUCTION.ANY DISCREPANCIES SHALL U Q F'` F 7. LOCATIONS OF EXISTING UNDERGROUND STRUCTURES AND UTILITIES SUCH AS PIPELINES, Q CONDUITS,CABLES,ETC.SHOWN ON THE ILLUMINATION PLANS ARE APPROXIMATE ONLY. IT IS NOT THE INTENT OF THESE PLANS TO SHOW THE EXACT LOCATION OF ALL UNDERGROUND UTILITIES AND STRUCTURES.IT IS THE RESPONSIBILITY OF THE B 94 ` �iii 94 CONTRACTOR TO VERIFY THE LOCATIONS OF ALL EXISTING UTILITIES NTH THE \ RESPECTIVE OWNERS.EXISTING UTILITIES DAMAGED BY THE CONTRACTOR SHALL BE REPAIRED AT THE CONTRACTORS EXPENSE. POLE 25(CIRCUIT#4) 90 90 POLE 27(CIRCUIT#4) ILLUMINATION ILLUMINATION INSTALL 1-2"RPC STA 48+40.10,OFF: 45.03'R INSTALL 1-2"RPC STA: 51+25.27,OFF: 49.13'R 8. THE CONDUIT LAYOUT SHOWN IS SCHEMATIC.THE CONTRACTOR SHALL MAINTAIN 93 95 _ _ _ MAST ARM: 15' 93 95 — MAST ARM: 15' �- °� APPROPRIATE CLEARANCE BETWEEN ADJACENT UTILITIES. 2-#6 THWN(CKT#4 - - f� - - - - f� - - f� 2-#6 THWN(CKT#4Ll 1-#6 THWN(GROUND POLE HEIGHT: 40' 1-#6 THWN(GROUND} POLE HEIGHT: 40' UTLT FOUNDATION TYPE C FOUNDATION TYPE C 9. GROUND THE ILLUMINATION SYSTEM IN ACCORDANCE WITH THE CURRENT EDITION OF THE NEC. 10. INSTALL ONE LOCATE WIRE(NO. 12 COPPER THWN,GREEN)IN EACH CONDUIT.WHERE MULTIPLE LOCATE WIRE EXISTS IN THE JUNCTION BOX,THEY SHALL BE BONDED TOGETHER AND INSULATED.A SINGLE LOCATE WIRE SHALL BE INSTALLED TO THE SERVICE PEDESTAL.ALL LOCATE WIRE IN CABINETS AND JUNCTION BOXES SHALL BE LABELED AS"LOCATE WIRE"AND INSULATED FROM ALL METALLIC ITEMS AND GROUND POTENTIAL SOURCES,INCIDENTAL TO BID ITEM 1131.01.07. 90 POLE 30(CIRCUIT#3)O 11. EACH LUMINAIRE POLE SHALL BE LABELED WITH POLE NUMBERS PROVIDED BY THE POLE 28(CIRCUIT#3)O 90 CITY OF MERIDIAN.LABELS SHALL BE 2"TALL WHITE NUMBERS/LETTERS ON A BLACK ILLUMINATION ILLUMINATION ILLUMINATION STA: 52+29.78,OFF: 44.50'L STA: 54+89.79,OFF: 44.50'L BACKGROUND AFFIXED APPROXIMATELY 5'TO 6'ABOVE GRADE ON THE STREET SIDE INSTALL 1-2"RPC INSTALL 1-2"RPC INSTALL 1-2"RPC 93 95 2-#6 THWN(CKT#3) MAST ARM: 20' 93 95 2-#6 THWN(CKT#3) MAST ARM: 20' 93 95 2-#6 THWN(CKT#3) OF THE POLE. THE LABELS SHALL BE PLACED VERTICALLY SO THAT THE FIRST NUMBER 1-#6 THWN(GROUND) POLE HEIGHT: 40' 1- THWN GROUND POLE HEIGHT: 40' 1-6 THWN GROUND IS TOP.CONTRACTOR SHALL COORDINATE WITH THE CITY OF MERIDIAN TO REQUEST FOUNDATION TYPE C ( ) FOUNDATION TYPE C # (GROUND) POLLEE NUMBERS,INCIDENTAL TO BID ITEM 1131.01.06. 82 El REMOVE AND SALVAGE EXISTING LUMINAIRE POLE AND FIXTURE TO THE CITY OF 83 94 94 8 MERIDIAN.CONTRACTOR TO REMOVE EXISTING CONCRETE FOUNDATION MINIMUM OF 18 INCHES BELOW FINISHED GRADE,INCIDENTAL TO ITEM 1131.01.06. • • • • • • • • • • • • • ~ _ - - ^ ^- ----^ - --- ^^ - -- - - - -- F Lu 2 F_ O xxx xx x xxx x�'xxx xxxx xxxx xx x xxx xxx O H ILLUMINATION f fF , EP EP-ILLUMINATION EP EP � T T NSTALL 1-2"RPC -INTERCONNECT OMMUNICATION �r-` T 93 95 80 NSTALL 2-2"RPC 81 NSTALL 1-2"RPC T 93 g5 NSTALL 1-2"RPC —T W W Tv -#6 THWN CKT#3) - FOC FOC 2-#6 THWN(CKT#3) —FOC LL LL 1-6 THWN GROUND d SPARE(INSTALL LOCATE WIRE) SPARE(INSTALL LOCATE WIRE) 1- THWN GROUND W L E G E N D ,, -sew o sew # ,� ) se. sew sew sew sew ( ) sew cc Cc 52 53 TV 54- 55 - LUMINAIRE POLE&MAST ARM w w w w w w w w w w L SERVICE PEDESTAL —EP EP EP EP EP EP EP ILLUMINATION—EP EP EP EP EP EP EP EP EP EP Q JUNCTION BOX(TYPE S-40T/ADA) Q G - - - s- INSTALL 1-2"RP 93 95 y U)H- 2-#6 THWN(CKT#4/B 1-#6 THWN(GROUND) B Z JUNCTION BOX(TYPE S-45T/ADA) W Z ■ JUNCTION BOX(TYPE S-45T/ADA)WITH RISER J J - 7­7 - - - -- - V ------- CONDUIT GROUP ��-' "-'•' '` -'" Q O 94 BID ITEM NOTE NUMBER PROJECT NOTE NUMBER • � 94 ILLUMINATION POLE 29(CIRCUIT#4) 90 ILLUMINATION +� STA: 53+60.11,OFF: 45.02'R INSTALL 1-2"RPC INSTALL 1-2"RPC 2-#6 THWN(CKT#4)93 95 MAST ARM: 15' 2-#6 THWN(CKT#4 9), 3 95 0 20' 40' 1-#6 THWN(GROUND Pf� - - � - - "L - - Pf� - � -POLE HEIGHT: 40' P"L - P/q= - 1-#6 THWN(GROUND cne FOUNDATION TYPE C T . SCALE: 1"_ A ME ZIEIMINT, g5 NG 1a �� • S IT E = T - I - _ 1 4 Revisions: • S I G N A T U R E 5 Design By: PRECISION Date: 07/2022 Drawn By: PRECISION Date: 07/2022 Illumination & Interconnect Plan o 5 CON ON ' ' Ada County Highway District • 3775 Adams Street, Booise, Idaho, 83714 • Project Number: 521043 Project Name: Eagle Rd, Lake Hazel Rd To Amity Rd Sheet 46 Of 59 N O T E S 80 INSTALL TRAFFIC SIGNAL INTERCONNECT CONDUIT(TRENCHED),2-2"RPC NTH 1-#12 THWN GREEN LOCATE WIRE,ITEM 1131.01.02.A 81 INSTALL MERIDIAN COMMUNICATION CONDUIT(TRENCHED),1-2"RPC NTH 1-#12 THWN GREEN LOCATE WIRE,ITEM 1131.01.02.A 82 INSTALL TRAFFIC SIGNAL INTERCONNECT JUNCTION BOX,TYPE S-45T/ADA NTH RISER, ITEM 1131.01.03.A 83 INSTALL MERIDIAN COMMUNICATION JUNCTION BOX,TYPE S-45T/ADA WITH RISER,ITEM 113L01.03.B 90 INSTALL STREET LIGHT,40-FT LUMINAIRE POLE WITH 15-FT MAST ARM,ITEM 1131.01.06 93 INSTALL STREET LIGHTING CONDUIT(TRENCHED),1-2"RPC WITH 1-#12 THWN GREEN LOCATE WIRE,ITEM 1131.01.07 94 INSTALL STREET LIGHTING JUNCTION BOX,TYPE S-40T/ADA,ITEM 1131.01,08 95 INSTALL STREET LIGHTING CONDUCTORS AS INDICATED,ITEM 1131.01.14 1. REFER TO ACHD STANDARD TRAFFIC DETAILS(TS SERIES)FOR CONSTRUCTION DETAI,� AND INSTALLATION REQUIREMENTS. 2. INFORMATION SHOWN ON THIS SHEET IS ACCURATE FOR ILLUMINATION&TRAFFIC SIGNAL INTERCONNECT IMPROVEMENTS ONLY. 3. THE LOCATIONS OF LUMINAIRE POLE FOUNDATIONS SHALL BE FIELD VERIFIED BY ACHD PRIOR TO INSTALLATION. 4. INTERCONNECT AND LIGHTING CONDUIT MAY BE INSTALLED IN THE SAME TRENCH. 5. CONTRACTOR SHALL SCHEDULE INTERCONNECT WORK TO ENSURE THAT INTERCONNECT IS DISCONNECTED FOR A MAXIMUM OF 48 HOURS ON THE WEEKENDS ONLY. ILLUMINATION POLE 32(CIRCUIT#3) 90 6. THE CONTRACTOR SHALL VERIFY AND CHECK ALL DIMENSIONS AND DETAILS SHOWN ON INSTALL 1-2"RPC STA: 57+49.79,OFF: 44.50'L ILLUMINATION THE DRAWINGS PRIOR TO THE START OF CONSTRUCTION.ANY DISCREPANCIES SHALL 93 95 2-#6 THWN(CKT#3) MAST ARM: 20' 93 INSTALL 1-2"RPC BE IMMEDIATELY BROUGHT TO THE ATTENTION OF THE ENGINEER FOR CLARIFICATIONS. 1-#6 THWN(GROUND) POLE HEIGHT: 40' / SPARE(INSTALL LOCATE WIRE) FOUNDATION TYPE C 7. LOCATIONS A EXISTING UNDERGROUND STRUCTURES AND UTILITIES SUCH AS PIPELINES, 82 CONDUITS,CABLES,ETC.SHOWN ON THE ILLUMINATION PLANS ARE APPROXIMATE ONLY. \ • • • • • • IT IS NOT THE INTENT OF THESE PLANS TO SHOW THE EXACT LOCATION OF ALL 83 94 • • B • • • • • UNDERGROUND UTILITIES AND STRUCTURES.IT IS THE RESPONSIBILITY OF THE ... • • • • • ..... • • • • • i • • • • CONTRACTOR TO VERIFY THE LOCATIONS OF ALL EXISTING UTILITIES NTH THE •_ • _ _ • • •_ • • _ _ _ _ _ • — RESPECTIVE OWNERS.EXISTING UTILITIES DAMAGED BY THE CONTRACTOR SHALL BE P", f IL •_ " �'`� • —• •�`� REPAIRED AT THE CONTRACTORS EXPENSE. 8. THE CONDUIT LAYOUT SHOWN IS SCHEMATIC.THE CONTRACTOR SHALL MAINTAIN W APPROPRIATE CLEARANCE BETWEEN ADJACENT UTILITIES. .. ... .. s..­ 2 w 9. GROUND THE ILLUMINATION SYSTEM IN ACCORDANCE WITH THE CURRENT EDITION OF O x x x x x x x Q THE NEC. ~ EP EP ILLUMINATION 10. INSTALL ONE LOCATE WIRE(NO. 12 COPPER THWN,GREEN)IN EACH CONDUIT.WHERE cc NTERCONNECT OMMUNICATION T T T NTERCONNECT OMMUNICATION -T—T� LLl T NSTALL 1-2"RPC rr 0 MULTIPLE LOCATE WIRE EXISTS IN THE JUNCTION BOX,THEY SHALL BE BONDED LL 80 NSTALL 2-2"RPC 81 NSTALL 1-2"RPC —Eoc Poc 93 95 2-#6 THWN CKT#3) 80 INSTALL 2-2"RPC 81 NSTALL 1-2"RPC 0 TOGETHER AND INSULATED.A SINGLE LOCATE WIRE SHALL BE INSTALLED TO THE LLI SPARE(INSTALL LOCATE WIRE) SPARE(INSTALL LOCATE WIRE) 1-#6 THWN((GROUND) SPARE(INSTALL LOCATE WIRE) SPARE(INSTALL LOCATE WIRE) o SERVICE PEDESTAL.ALL LOCATE WIRE IN CABINETS AND JUNCTION BOXES SHALL BE 0-1 O"""" Sew Sew Sew sew Sew Sew Sew Sew Sew saw LABELED AS"LOCATE WIRE"AND INSULATED FROM ALL METALLIC ITEMS AND GROUND O 58 57 58 59 1 — —:6 POTENTIAL SOURCES,INCIDENTAL TO BID ITEM 1131.01.07. O 11. EACH LUMINAIRE POLE SHALL BE LABELED WITH POLE NUMBERS PROVIDED BY THE L0 TV TV CITY OF MERIDIAN.LABELS SHALL BE 2"TALL WHITE NUMBERS/LETTERS ON A BLACK w BACKGROUND AFFIXED APPROXIMATELY 5'TO 6'ABOVE GRADE ON THE STREET SIDE w ILLUMINATION _ TV W ILL&I.TION W W Q •EP EP INSTALL 1-2"RPC -EP B Tv INSTALL 1-2"RP ILLUMINATION OF THE POLE. THE LABELS SHALL BE PLACED VERTICALLY SO THAT THE FIRST NUMBER 93 95 -#6 THWN(CKT#4) -s '��eP e e 2-#6 THWN(CKT#4 93 95 c 93 NSTALL 1-2"RPC IS ON TOP.CONTRACTOR SHALL COORDINATE WITH THE CITY OF MERIDIAN TO REQUEST 1-#6 THWN(GROUND) V —EP EP 1-#6 THWN(GROUND SPARE(INSTALL LOCATE WIRE) POLE NUMBERS,INCIDENTAL TO BID ITEM 1131.01.06. ZEP REMOVE AND SALVAGE EXISTING LUMINAIRE POLE AND FIXTURE TO THE CITY OF JILL MERIDIAN.CONTRACTOR TO REMOVE EXISTING CONCRETE FOUNDATION MINIMUM OF 18 _ _ _7MAST --� ---��--��� . ^v — — INCHES BELOW FINISHED GRADE,INCIDENTAL TO ITEM 1131.01.06. F INTERCEPT JUNCTION BOX INSTALLED WITH ACHD PROJECT NO.320036 WITH PROPOSED 94 . . 94 POLE 31 (CIRCUIT#4) 90 ILLUMINATION POLE 33(CIRCUIT#4) 90STA: 56+20.12,OFF: 45.00'R INSTALL 1-2"RP( STA: 58+80.12,OFF: 45.50'R ARM: 15' 93 95 2-#6 THWN(CKT#4) MAST ARM: 15' FOUNDATION HEIGHT: TYPE CI — � — � —1-#6 THWN(GROUND) —POLE TYPE C \� L E G E N D ILLUMINATION 93 95 INSTALL 1-2"RPC LUMINAIRE POLE&MAST ARM 2-#6 THWN(CKT#4) 1-#6 THWN(GROUND) SERVICE PEDESTAL JUNCTION BOX(TYPE S-40T/ADA) ® JUNCTION BOX(TYPE S-45T/ADA) ■ JUNCTION BOX(TYPE S-45T/ADA)WITH RISER CONDUIT GROUP 94 BID ITEM NOTE NUMBER �A PROJECT NOTE NUMBER 0 20' 40' SCALE: I"_ A ME ZIEIMINT, g5 NG 1a �� • S IT E = T - 1 - _ 1 4 Revisions: • S I G N A T U R E 5 Design By: PRECISION Date: 07/2022 Drawn By: PRECISION Date: 07/2022 Illumination & Interconnect Plan o 5 CON ON ' ' Ada County Highway District • 3775 Adaw s Stree, Booise, Idaho, 83714 • Project Number: 521043 Project Name: Eagle Rd, Lake Hazel Rd To Amity Rd Sheet 47 Of 59 N O T E S 71 RETAIN AND PROTECT EXISTING SIGN 73 ROADSIDE TRAFFIC SIGN INSTALLATION(ONE METAL POST),ITEM 1135.01.01 74 FURNISH ROADSIDE SIGN FACE,ITEM 1135.01.05 1. ALL SIGNING AND PAVEMENT MARKINGS SHALL BE INSTALLED IN ACCORDANCE NTH THE 2009 MUTCD AND 2004 SHS FOR SIGNING AND PAVEMENT MARKING DETAILS. 2. ALL ASPHALT PAVEMENT MARKING SYMBOLS,WORDS,CROSSWALKS,YIELD BARS AND STOP BARS SHALL BE THERMOPLASTIC,ITEM 1134.05.21.ALL REMAINING PAVEMENT MARKINGS SHALL BE PAINT. 3. FOR CONCRETE PAVEMENT AREAS,ALL PAVEMENT MARKINGS SHALL BE TAPE, 1134.04.21. 4. PAVEMENT MARKING DIMENSIONS SHOWN ARE FROM LIP OF GUTTER,EDGE OF PAVEMENT,FACE OF MEDIAN CURB AND TO THE CENTER OF THE PAVEMENT MARKING. 5. CONTRACTOR SHALL COMPLETELY OBLITERATE ALL CONFLICTING PAVEMENT MARKINGS, ITEM SSP 11400. 6. SIGN POSTS AND HARDWARE FOR INSTALLING POST-MOUNTED SIGNS(ITEM 1135.01.01) WILL BE FURNISHED BY ACHD. 7. THE LOCATIONS OF POST MOUNTED SIGNS SHALL BE FIELD VERIFIED BY ACHD PRIOR TO INSTALLATION.CONTRACTOR SHALL PROVIDE ACHD TWO WORKING DAYS NOTICE PRIOR TO FIELD VERIFICATION. 8. REFER TO ACHD STANDARD TRAFFIC DETAILS(TS SERIES)FOR ADDITIONAL SIGNING AND PAVEMENT MARKING DETAILS. 9. STOP CONTROL FOR ALL SIDE STREETS SHALL BE MAINTAINED AT ALL TIMES. 10. NOMENCLATURES: _ — — — — AP: ANGLE POINT ME MATCH EXISTING �E — _ — • . PC: POINT F CURVATURE PT: POINT OF TANGENCY �f�- — — L •�� PCC: POINT OF COMPOUND CURVATURE 73 74 R4-7 (24"x30") OM1-1 P{t 23 24+31,0'LT O V W W O 2 JT�YY Box 0 ° ,n rn O F V M F —EP EP EP EP EP EP EP EP EP EP EP—N Q W Q Z 6 W �~ 9 L E G E N D 21 22 23 6n w —IS — — I — — —W O 1 — — NI REFER TO ACHD STANDARD TRAFFIC DETAILS TS-1112&TS-1113 FOR STRIPING& c z 0 V PAVEMENT MARKING DETAILS EAGLE RD = EL +27 6 a _ _ LANE LINE U Q f Q — O (4"WHITE,7'STRIPE WITH 18'GAP) P EP EP EP EP EP EP F ~ CENTER LINE,NO PASSING ZONE F 2 Lu b 0 (DOUBLE 4"SOLID YELLOW) UL _ — OTWO-WAY LEFT TURN LANE 9 (4' SOLID YELLOW AND 4"YELLOW,7'STRIPE WITH 18'GAP) LANE LINE EXTENSION THROUGH INTERSECTION c G Q (4"WHITE,2'STRIPE WITH 6'GAP) ., ,. . CHANNELIZING LINE/BIKE LANE LINE 15 (8"SOLID WHITE) 23 v 0 16 LEFT EDGELINE(4"SOLID YELLOW) Z a 18 CROSSWALK w 4, O (24"SOLID WHITE,10'LONG WITH 4'GAP) 19 BAR (Z4-P SOLID WHITE) • 20 ROUNDABOUT ENTRY MARKING (12"SOLID WHITE,2'LONG WITH 3'GAP) 23 MULTI-USE PATHWAY CENTER LINE (4"YELLOW,3'STRIPE WITH 9'GAP) • THRU/LEFT ROUNDABOUT ARROW THRU/RIGHT ROUNDABOUT ARROW THRU/LEFT TURN ARROW THRU ARROW YEYD "YIELD"WORD SYMBOL,WHITE :5� d4%_:2�n_ 0 20' 40' SCALE: 1"= 20' OCONON S IT E = T - 1 - _Revisions: • S I G N A T U R E 5Design By: PRECISION Date: 07/2022 Drawn By: PRECISION Date: 07/2022 Signing & Pavement Marking Plan ' ' Ada County Highway District • 3775 AdaWwWSachddaBooioe, Idaho, 83714 • Project Number: 521043 Project Name: Eagle Rd, Lake Hazel Rd To Amity Rd Sheet 48 Of 59 N O T E S 70 REMOVE&SALVAGE ROADSIDE SIGN(DELIVER TO ACHD,ITEM 1135.01.06 73 ROADSIDE TRAFFIC SIGN INSTALLATION(ONE METAL POST),ITEM 1135.01.01 74 FURNISH ROADSIDE SIGN FACE,ITEM 1135.01.05 1. ALL SIGNING AND PAVEMENT MARKINGS SHALL BE INSTALLED IN ACCORDANCE NTH THE 2009 MUTCD AND 2004 SHS FOR SIGNING AND PAVEMENT MARKING DETAILS. 2. ALL ASPHALT PAVEMENT MARKING SYMBOLS,WORDS,CROSSWALKS,YIELD BARS AND STOP BARS SHALL BE THERMOPLASTIC,ITEM 1134.05.21.ALL REMAINING PAVEMENT MARKINGS SHALL BE PAINT. 3. FOR CONCRETE PAVEMENT AREAS,ALL PAVEMENT MARKINGS SHALL BE TAPE, 1134.04.21. 4. PAVEMENT MARKING DIMENSIONS SHOWN ARE FROM LIP OF GUTTER,EDGE OF PAVEMENT,FACE OF MEDIAN CURB AND TO THE CENTER OF THE PAVEMENT MARKING. 5. CONTRACTOR SHALL COMPLETELY OBLITERATE ALL CONFLICTING PAVEMENT MARKINGS, ITEM SSP 11400. 6. SIGN POSTS AND HARDWARE FOR INSTALLING POST-MOUNTED SIGNS(ITEM 1135.01.01) WILL BE FURNISHED BY ACHD. 7. THE LOCATIONS OF POST MOUNTED SIGNS SHALL BE FIELD VERIFIED BY ACHD PRIOR TO INSTALLATION.CONTRACTOR SHALL PROVIDE ACHD TWO WORKING DAYS NOTICE PRIOR TO FIELD VERIFICATION. 8. REFER TO ACHD STANDARD TRAFFIC DETAILS(TS SERIES)FOR ADDITIONAL SIGNING AND PAVEMENT MARKING DETAILS. 9. STOP CONTROL FOR ALL SIDE STREETS SHALL BE MAINTAINED AT ALL TIMES. 10. NOMENCLATURES: • AP: ANGLE POINT ME: MATCH EXISTING • • � PC: POINT OF CURVATURE PT: POINT OF TANGENCY • ••• ••�• PCC: POINT OF COMPOUND CURVATURE . _ . _ . _ ._ ._ ._ ._ . _ . _ ._ ._ ._ . — . — . — . — . •••. _ . _ . — �. p 574 R4-7 73 74 R4-7 w (24%30") (24"00") EXISTING 70 OM1-1 m OM1-1 TRUCKS ENTERING HIGHWAY SIGN (18 08") (18"08") 23 23 26+65,22'LT 27+58,0'LT 28+76,D'LT F W _ _ _ W W W 2 = U O 10 LU LU ILL_ 16 2. 11 6 ILL W °C 9 L E G E N D — 28 co — I — -NIo REFER TO ACHD STANDARD TRAFFIC DETAILS TS-1112&TS-1113 FOR STRIPING& N PAVEMENT MARKING DETAILS Q f 16 EAGLE RD 2 11' +62 +72 16 a _ _ LANE LINE (4"WHITE,T STRIPE WITH 18'GAP) U TI 11' _ U O CENTER LINE, PASSING ZONE W � W (DOUBLE 4"SOLID YELLOW)Z Z _ _ TWO-WAY LEFT TURN LANE J — O9 SOLID YELLOW AND 4 YELLOW, STRIPE WITH 18 GAP) 2 _ . ,,..:. ..: .,,... .,-. .,_ ,.. ..:.... .�..,:.Q .. .,'.,....,,_.. .. .. .. ... , .l— .:. � LINE EXTENSION THRO CHANNELIZING LINE/BIKE LANE LINE (8"SOLID WHITE) 16 LEFT EDGELINE(4"SOLID YELLOW) o1l I4,I I I 18 CROSSWALK P/1 _ _ P/E _ P/L _ _ P/1 _ P/1 _ _ E _ _ /L _ _ L _ _ P/L _ _ 'L _ _ /L _ _ I I (24' SOLID WHITE,10'LONG WITH 4'GAP) STOP BAR 19 (24"SOLID WHITE) • 20 ROUNDABOUT ENTRY MARKING (12"SOLID WHITE,2'LONG WITH 3'GAP) 23 MULTI-USE PATHWAY CENTER LINE (4"YELLOW,3'STRIPE WITH 9'GAP) • THRU/LEFT ROUNDABOUT ARROW THRU/RIGHT ROUNDABOUT ARROW THRU/LEFT TURN ARROW THRU ARROW Y EYD "YIELD"WORD SYMBOL,WHITE : � 0 20' SCALE: 1"=20' A Sg `1'G • S IT E - T - 1 - _ 1 4 Revisions: • S I G N A T U R E S Design By: PRECISION Date: 07/2022 Drawn By: PRECISION Date: 07/2022 Signing & Pavement Marking Plan Jo 5 CO ON ' ' Ada County Highway District • 3775 Ada-s SacrhddaBooise, Idaho, 83714 • Project Number: 521043 Project Name: Eagle Rd, Lake Hazel Rd To Amity Rd Sheet 49 Of 59 N O T E S 70 REMOVE&SALVAGE ROADSIDE SIGN(DELIVER TO ACHD,ITEM 1135.01.06 73 ROADSIDE TRAFFIC SIGN INSTALLATION(ONE METAL POST),ITEM 1135.01.01 74 FURNISH ROADSIDE SIGN FACE,ITEM 1135.01.05 1. ALL SIGNING AND PAVEMENT MARKINGS SHALL BE INSTALLED IN ACCORDANCE NTH THE 2009 MUTCD AND 2004 SHS FOR SIGNING AND PAVEMENT MARKING DETAILS. 2. ALL ASPHALT PAVEMENT MARKING SYMBOLS,WORDS,CROSSWALKS,YIELD BARS AND STOP BARS SHALL BE THERMOPLASTIC,ITEM 1134.05.21.ALL REMAINING PAVEMENT MARKINGS SHALL BE PAINT. 3. FOR CONCRETE PAVEMENT AREAS,ALL PAVEMENT MARKINGS SHALL BE TAPE, 1134.04.21. 4. PAVEMENT MARKING DIMENSIONS SHOWN ARE FROM LIP OF GUTTER,EDGE OF PAVEMENT,FACE OF MEDIAN CURB AND TO THE CENTER OF THE PAVEMENT MARKING. 5. CONTRACTOR SHALL COMPLETELY OBLITERATE ALL CONFLICTING PAVEMENT MARKINGS, ITEM SSP 11400. 6. SIGN POSTS AND HARDWARE FOR INSTALLING POST-MOUNTED SIGNS(ITEM 1135.01.01) WILL BE FURNISHED BY ACHD. 7. THE LOCATIONS OF POST MOUNTED SIGNS SHALL BE FIELD VERIFIED BY ACHD PRIOR TO INSTALLATION.CONTRACTOR SHALL PROVIDE ACHD TWO WORKING DAYS NOTICE PRIOR TO FIELD VERIFICATION. 8. REFER TO ACHD STANDARD TRAFFIC DETAILS(TS SERIES)FOR ADDITIONAL SIGNING AND PAVEMENT MARKING DETAILS. 9. STOP CONTROL FOR ALL SIDE STREETS SHALL BE MAINTAINED AT ALL TIMES. 10. NOMENCLATURES: • o 0 _ AP: ANGLE POINT ME: MATCH EXISTING • . ° z z o "'"� PC: POINT OF CURVATURE PT: POINT OF TANGENCY ••••• • • • tt7A u' PCC: POINT OF COMPOUND CURVATURE • • 73 74 73 74 R2-1 (40 MPH) 73 74 Rq_7 R4 7 70 EXISTINGN ,�, (30 556,) (24"x30") (24'x30") O 23 0M1_1 OM1 1 R2-1,S5-2 (18'x18") (18"x18') 31+77,20'LT 23 �� (24"x30") ' 30+13,0'LT 31+56,0 RT 32+50,331T I W LU W F = R81T cc: _ 3 R680' r+64,PCC 1 LU LL W rLU +65,PCC i W_ 16 9 16 +04,PC R691' +35,PT �f — �; L E G E N D O N - - - - _ ch REFER TO ACHD STANDARD TRAFFIC DETAILS TS-1112&TS-1113 FOR STRIPING& �+N� - •�' F PAVEMENT MARKING DETAILS N +18 EAGLE RD 4+12W" +04,PC R970' 75 ~ 7 Cn _ _ _ 3LANE LINE +19 W O (4"WHITE,7'STRIPE WITH 18'GAP) R981' Z O CENTER LINE,NO PASSING ZONE W 3 = _ (DOUBLE 4"SOLID YELLOW) Y O +36 PT Q — - — O TWO-WAY LEFT TURN YELLOW AND LAN T STRIPE WITH 18'GAP) .. ..�` _. U _ N; SECTION .� -. ;.. '� ' - ,4. �,� '- y s .• _ _ _ _ O (ANE LINE EXTENSION THROUGH INTER Q `".•EXISTING 70 T-, •,' ' ` 1 4"WHITE,2'STRIPE WITH 6'GAP) Zr S1-1,W16-9P .. G 29+21,21'RT - - - - - - - 70 EXISTING - - - - CHANNELIZING LINE/BIKE LANE LINE 23 W2-6 73 74 R3-8 R3-7R 73 74 11 15 (8"SOLID WHITE) (48"x48") 32+81,26'RT S1-1 73 74 (30"x30") M5_4 16 LEFT EDGELINE(4"SOLID YELLOW) (36"x36) D3-1 (24"A8") (36- (VARIES"x12") M5-6 W16_9P 2") W4-4P(MOD) (24"x18") 18 CROSSWALK -29+23,32'RT r �,'L - - - P"L -(30"A2") _ - � - - 31+52,31'RT - - �f� - - - �.f� - - �.f� J (24"SOLID WHITE,10'LONG WITH 4'GAP) 30+52,31"RT STOP BAR � 19 (24"SOLID WHITE) • • 20 ROUNDABOUT ENTRY MARKING ? (12"SOLID WHITE,2'LONG WITH 3'GAP) 23 MULTI-USE PATHWAY CENTER LINE (4"YELLOW,3'STRIPE WITH 9'GAP) • THRU/LEFT ROUNDABOUT ARROW THRU/RIGHT ROUNDABOUT ARROW THRU/LEFT TURN ARROW THRU ARROW YEYD "YIELD"WORD SYMBOL,WHITE :5� d4%_:2�n_ 0 20' 40' SCALE: 1"= 20' OCONON S H E : T - 1 - _Revisions: • S I G N A T U R E 5Design By: PRECISION Date: 07/2022 Drawn By: PRECISION Date: 07/2022 Signing & Pavement Marking Plan ' ' Ada County Highway District • 3775 adaWwWSachddaBooioe, Idaho, 83714 • Project Number: 521043 Project Name: Eagle Rd, Lake Hazel Rd To Amity Rd Sheet 50 Of 59 MATCHLINE-STA:104+20-REFER TO SHEET 57 N O T E S 2F 1.2' 21 2.1' 16.8' 70 REMOVE&SALVAGE ROADSIDE SIGN(DELIVER TO ACHD,ITEM 1135.01.06 R108_' w 73 ROADSIDE TRAFFIC SIGN INSTALLATION(ONE METAL POST),ITEM 1135.01.01 R700' 73 74 R1 2 (48'x48") •34+97 16 " \ 16 74 FURNISH ROADSIDE SIGN FACE,ITEM 1135.01.05 74 76 - 104+25 1 RT 94 LT 16 0 74 76 •\C�x /L �� �L � 76 ROADSIDE TRAFFIC SIGN INSTALLATION(TWO METAL POST),ITEM 1135.01.02 % D1-1D k R83' \ D1-1D P� (44'x18")- PO 104+31 15 104+36 (52%18") f � - - -��80-•--°�°-°-��'O f_34+56 40.2'LT 9RT O" x —ax—•--'� -�-�- --*�*- -$ *�_-*�=x-= 1. ALL SIGNING AND PAVEMENT MARKINGS SHALL BE INSTALLED IN ACCORDANCE NTH 104+48 �� 32'LT 104+26,21'LT THE 2009 MUTCD AND 2004 SHS FOR SIGNING AND PAVEMENT MARKING DETAILS. 6 21'RT ' Y3 14 + 15 35L96 R1-2 73 74 2. ALL ASPHALT PAVEMENT MARKING SYMBOLS,WORDS,CROSSWALKS,YIELD BARS AND R68 ,(48%48") __ __ __ _ _ _ _ _ __ _ __ _ STOP BARS SHALL BE THERMOPLASTIC,ITEM 1134.05.21.ALL REMAINING PAVEMENT d015 \ - -�' -�' - - - - - - MARKINGS SHALL BE PAINT. 15 36+151 581T ui / - 104+57 _ % 1-1 . — . — • — • — 3. FOR CONCRETE PAVEMENT AREAS,ALL PAVEMENT MARKINGS SHALL BE TAPE, ,a aiuoao 39'LT _ R81T 34+68 1 3 •R1-2 73 74 1134.04.21. 64'LT veal 03 s •4�� ,o° 70 EXISTING .' ,DAc (48 x48) R3-7R 4. PAVEMENT MARKING DIMENSIONS SHOWN ARE FROM LIP OF GUTTER,EDGE OF 18 �- .'EXISTING 70 _� 20 .36+12,18'LT �0 23 - - - PAVEMENT, ACE OF MEDIAN CURB AND TO THE CENTER OF THE PAVEMENT MARKING. SNS(2),51-1 w 37+56 29 LT NMMYY F 15 R828 34+72 R6 4A 74 76 Q 15 `;. 0 34+95,39'LT ( ') g 36+01 \ N 5. CONTRACTOR SHALL COMPLETELY OBLITERATE ALL CONFLICTING PAVEMENT MARKINGS, O R817' ^,- 54 LT ` j 48'x24' 70 EXISTING ? 35+29�,52N'LT R1 5' 4TLT +14,PC < 18 ITEM SSP 11400. F +68 15 ,16 �'35+81 35 LT R97' W N 3 - 16 - �MJ W 6. SIGN POSTS AND HARDWARE FOR INSTALLING POST-MOUNTED SIGNS(ITEM 1135.01.01) W R828' °° R73' I +07,PC W WILL BE FURNISHED BY ACHD. 73 74R1-2 2 19' o (� 36+OS O R861' 3 +04,PCC R1522' O`" 30'LT +37,PC +50 O 7. THE LOCATIONS OF POST MOUNTED SIGNS SHALL BE FIELD VERIFIED BY ACHD PRIOR r? (48"x48") O R108' 15 +85,PT F TO INSTALLATION CONTRACTOR SHALL PROVIDE ACHD TWO WORKING DAYS NOTICE 34+55,6'LT R97' +04,PCC PRIOR TO FIELD VERIFICATION. R850' R1511' cc LWL 18 .R108' R 74 76 74 76 R 19 2 +38,PC 0`■ -NLU 8. REFER TO ACHD STANDARD TRAFFIC DETAILS(TS SERIES)FOR ADDITIONAL SIGNING LL UJII ,� '.1._ry (48"x24") (48%24") R7 �. 16 +86, T - W P - AND PAVEMENT MARKING DETAILS. �NL R108 3' 16 R108' cc +91,PC 34+98,9'LT 35+71,20'LT 9. STOP CONTROL FOR ALL SIDE STREETS SHALL BE MAINTAINED AT ALL TIMES. 34 36 O N 10. NOMENCLATURES: M +92,PC R97 18 34+63 15 +05,PCC R1500' AP: ANGLE POINT ME: MATCH EXISTING _ 5'RT 0 18 +96 CJ PC: POINT OF CURVATURE PT: POINT OF TANGENCY �^ 15 R97' R948' 16 -[ EAGLE RD +05,PC� L F PCC: POINT OF COMPOUND CURVATURE (n 15 23 R68 +98,PC R ' 6 4A ,PCC W '' 48 x24") LU Z 27'RT 16 R937' 15 1. 74 76 O .,.,, ,o, _ � 20 '35+38,22'RT' �. z�.',`,� 3593 +41 +, ��� 98+43,PCC R4 EXISTING 70 R498' 23 105+71 T' C.) 36'RT 15 R4_7 14 35+96 S 15 U Q c 106+06,O'LT 38'RT R487' l < - - - - �•a - - 44'RT % k 105+78.06 s Ea le Rd r _ _ _ "L _ _ IL R68' e Taconic o, P3 105+78 70 EXISTING 73 74 R1-2 15 uP R1-5 (48"x48") ' 105+91 �'R68' I 10519'LT STOP ' 34+28,37'RT 34+58 35'RT,.,�. ° 16 28'RT R83' 13'LT - DI-1D 74 76 c ° © 0° °O 0. ° EXISTING 70 (44"x18") fFd © 0 © O O�© 1 20 SNS(2) 1 36+09, - - 0 0 35+68,58'RT� L E G E N D 0 0 0 0 63'RT 7 REFER TO ACHD STANDARD TRAFFIC DETAILS TS-1112&TS-1113 FOR STRIPING& R1-2 73 74,. 0 PAVEMENT MARKING DETAILS / 0 "AV') R398 16 R108 106+08) © .,,:� LANE LINE Q.�. (52 x18) 106+06,32'LT° 106+02,17RT� °� _ `a 0 — - — O (4' WHITE 7 STRIPE WITH 18'GAP) 0 ° °moo 0 © 00 73 74°V O (DOUBLE CENTER LINE,SOLIIDPYELLOW)ASSING ZONE R1-2 (48 x48) _ _ TWO-WAY LEFT TURN LANE +\ ° 18 2 16 18 106+01,5'LT — O (4' SOLID YELLOW AND 4"YELLOW,T STRIPE WITH 18'GAP) �' 13 R108 ON O (4' WHITE, STRIPE WITH 6'GAP) ON 16 23 ° _ _ _ _ 14 LANE LINE E EXTENSION THROUGH INTERSECTION 70 EXISTING'0 +48 PC W14-2 CHANNELIZING LINE/BIKE LANE LINE /106+10,29'RT 4 rv�- 15 (8"SOLID WHITE) i 0 0 6 // \QI i U T 16 LEFT EDGELINE(4"SOLID YELLOW) CROSSWALK ��.ii""✓✓ ( O i 23 Q 2,1' (24' SOLID WHITE,10'LONG WITH 4'GAP) BAR (24STOP SOLID WHITE) F— +85,PT O ROUNDABOUT ENTRY MARKING {.�RicRr wue 0 • (12"SOLID WHITE,2'LONG WITH 3'GAP) R398' : MUST _ 23 MULTI-USE PATHWAY CENTER LINE TURN Rich d (4"YELLOW,3'STRIPE WITH 9'GAP) EXISTING 70 ( • ` OQ I 5 16.5' 2' R3-7R 0© �I THRU/LEFT ROUNDABOUT ARROW �I R902' 107+25,33'LT 3NOZ I;Q EaC +15,PC 0 100HOS 73 74 R2-1 (25 MPH) 25, THRU/RIGHT ROUNDABOUT ARROW aN3 (30"06) / SS 2 �'jZ, 24"x30) THRU/LEFT TURN ARROW 11Wf1 107+40,30 RT 033dS 107+59 THRU ARROW 2 I ' T I Y EYD "YIELD"WORD SYMBOL,WHITE : � /+ 16.5' 9.2' 9'L20.6' • 107+59 0 20' 8'RT I ® 73 74 R4-7 SCALE: 1"= 20' (24%30") • OM1-1 EXISTING 70 • • (18"x18") R4-7 I A {'•�i 107+54,SRT I 107+59,O'LT _ .o`��SS NGf� • - - � - - - I - - - - s H E r 1 4 I Revisions: • S I G N A T U R E S Design By: PRECISION Date: 07/2022 Drawn By: PRECISION Date: 07/2022 Signing & Pavement Marking Plan Jo 5 CO ON ' ' Ada County Highway District • 3775 Ada-s SacrhddaBooise, Idaho, 83714 • Project Number: 521043 Project Name: Eagle Rd, Lake Hazel Rd To Amity Rd Sheet 51 Of 59 N O T E S 70 REMOVE&SALVAGE ROADSIDE SIGN(DELIVER TO ACHD,ITEM 1135.01.06 73 ROADSIDE TRAFFIC SIGN INSTALLATION(ONE METAL POST),ITEM 1135.01.01 74 FURNISH ROADSIDE SIGN FACE,ITEM 1135.01.05 1. ALL SIGNING AND PAVEMENT MARKINGS SHALL BE INSTALLED IN ACCORDANCE NTH THE 2009 MUTCD AND 2004 SHS FOR SIGNING AND PAVEMENT MARKING DETAILS. 2. ALL ASPHALT PAVEMENT MARKING SYMBOLS,WORDS,CROSSWALKS,YIELD BARS AND STOP BARS SHALL BE THERMOPLASTIC,ITEM 1134.05.21.ALL REMAINING PAVEMENT MARKINGS SHALL BE PAINT. 3. FOR CONCRETE PAVEMENT AREAS,ALL PAVEMENT MARKINGS SHALL BE TAPE, 1134.04.21. 4. PAVEMENT MARKING DIMENSIONS SHOWN ARE FROM LIP OF GUTTER,EDGE OF PAVEMENT,FACE OF MEDIAN CURB AND TO THE CENTER OF THE PAVEMENT MARKING. 5. CONTRACTOR SHALL COMPLETELY OBLITERATE ALL CONFLICTING PAVEMENT MARKINGS, ITEM SSP 11400. 6. SIGN POSTS AND HARDWARE FOR INSTALLING POST-MOUNTED SIGNS(ITEM 1135.01.01) WILL BE FURNISHED BY ACHD. 7. THE LOCATIONS OF POST MOUNTED SIGNS SHALL BE FIELD VERIFIED BY ACHD PRIOR TO INSTALLATION.CONTRACTOR SHALL PROVIDE ACHD TWO WORKING DAYS NOTICE PRIOR TO FIELD VERIFICATION. 8. REFER TO ACHD STANDARD TRAFFIC DETAILS(TS SERIES)FOR ADDITIONAL SIGNING AND PAVEMENT MARKING DETAILS. 9. STOP CONTROL FOR ALL SIDE STREETS SHALL BE MAINTAINED AT ALL TIMES. • • Q S- ® 10. NOMENCLATURES: AP: ANGLE POINT ME: MATCH EXISTING • Q / Q PC: POINT OF CURVATURE PT: POINT OF TANGENCY 73 74 R3-8== . •� ®LU Y �m PCC: POINT OF COMPOUND CURVATURE _ 73 74 — (48"x48") 73 74 Q � (30"a30") 51-1 73 74 . _ . _ . _ . _ _ M5-4 R4-7 (3" (36"x36") "\ . _ . (24"x18°) (24"x30") 70 EXISTING s W16-9P \ 23 18")�5-6 OM1-1 51-1,W16-9P W4-4P(MOD) 41+49,3 y\ (24"x18") ( (18"x18") 40+96,18'LT 41+49,32'LT \ 23 39+92,33'LT �� 39+86,1'LT - (30"x12") y 40+99,32 LT \ - Lo LU - W (A R1522' 15 6n O +44,PRO Q Er r R1432' F Er 7:: R1511' 16 W �+44,PRO ` R,443' +49,PT 9 EAGLE RD 3 L E G E N D 40 41 42 N N - - - �— - - — - - - - 1 - - - - I REFER TO ACHD STANDARD TRAFFIC DETAILS TS-1112&TS-1113 FOR STRIPING& + R1500' 16 +43,PRO N PAVEMENT MARKING DETAILS R1454' +90 _ C4 Q _ T R1454' +49,PT - _ _ 3 T LANE LINE R1489' +42,PRCJ1 f F — O (4"WHITE, STRIPE WITH 18'GAP) R1465T' W O CENTER LINE,NO PASSING ZONE LU (DOUBLE 4"SOLID YELLOW) Z Z_ _ J ''� �` �``" - J — OWAY LEFT TURN LANE SOLID YELLOW AND 4 YELLOW, STRIPE WITH 18 GAP) :. z g o O — - - — SECTION = 4 W 7 AP 77 U LANE LINE EXTENSION THROUGH INTER Q m 43 r Q 14 (4' WHITE 2 STRIPE WITH 6'GAP) moo (n 73 74 - - - - - - /L - - � (HANNELIZING LINE/BIKE LANE LINE R2-1 (40 MPH) 23 70 1 8"SOLID WHITE) EXISTING (30%36") — R2-1,S5-2 S5-21 � 16 LEFT EDGELINE(4"SOLID YELLOW) 38+44,24'RT (24"00") 38+50,24'RT _ 18 CROSSWALK P"E - - P"E - - �� - - �= - 24 SOLID WHITE,10 LONG WITH 4 GAP 19 BAR (Z4-P SOLID WHITE) • • 20 ROUNDABOUT ENTRY MARKING (12"SOLID WHITE,2'LONG WITH 3'GAP) 23 MULTI-USE PATHWAY CENTER LINE (4"YELLOW,3'STRIPE WITH 9'GAP) • THRU/LEFT ROUNDABOUT ARROW THRU/RIGHT ROUNDABOUT ARROW THRU/LEFT TURN ARROW THRU ARROW YEYD "YIELD"WORD SYMBOL,WHITE :5� d4%_:2�n_ 0 20' 40' SCALE: 1"= 20' OCONON S I+ E = T - 1 - _Revisions: • S I G N A T U R E 5Design By: PRECISION Date: 07/2022 Drawn By: PRECISION Date: 07/2022 Signing & Pavement Marking Plan ' ' Ada County Highway District • 3775 AdaWwWSachddaBooioe, Idaho, 83714 • Project Number: 521043 Project Name: Eagle Rd, Lake Hazel Rd To Amity Rd Sheet 52 Of 59 N O T E S 72 RELOCATE ROADSIDE SIGN,ITEM 1135.01.07 73 ROADSIDE TRAFFIC SIGN INSTALLATION(ONE METAL POST),ITEM 1135.01.01 74 FURNISH ROADSIDE SIGN FACE,ITEM 1135.01.05 1. ALL SIGNING AND PAVEMENT MARKINGS SHALL BE INSTALLED IN ACCORDANCE NTH THE 2009 MUTCD AND 2004 SHS FOR SIGNING AND PAVEMENT MARKING DETAILS. 2. ALL ASPHALT PAVEMENT MARKING SYMBOLS,WORDS,CROSSWALKS,YIELD BARS AND STOP BARS SHALL BE THERMOPLASTIC,ITEM 1134.05.21.ALL REMAINING PAVEMENT MARKINGS SHALL BE PAINT. 3. FOR CONCRETE PAVEMENT AREAS,ALL PAVEMENT MARKINGS SHALL BE TAPE, 1134.04.21. 4. PAVEMENT MARKING DIMENSIONS SHOWN ARE FROM LIP OF GUTTER,EDGE OF PAVEMENT,FACE OF MEDIAN CURB AND TO THE CENTER OF THE PAVEMENT MARKING. 5. CONTRACTOR SHALL COMPLETELY OBLITERATE ALL CONFLICTING PAVEMENT MARKINGS, ITEM SSP 11400. 6. SIGN POSTS AND HARDWARE FOR INSTALLING POST-MOUNTED SIGNS(ITEM 1135.(1.01) WILL BE FURNISHED BY ACHD. 7. THE LOCATIONS OF POST MOUNTED SIGNS SHALL BE FIELD VERIFIED BY ACHD PRIOR TO INSTALLATION.CONTRACTOR SHALL PROVIDE ACHD TWO WORKING DAYS NOTICE PRIOR TO FIELD VERIFICATION. 8. REFER TO ACHD STANDARD TRAFFIC DETAILS(TS SERIES)FOR ADDITIONAL SIGNING AND PAVEMENT MARKING DETAILS. 9. STOP CONTROL FOR ALL SIDE STREETS SHALL BE MAINTAINED AT ALL TIMES. 10. NOMENCLATURES: AP: ANGLE POINT ME: MATCH EXISTING PC: POINT OF CURVATURE PT: POINT OF TANGENCY PCC: POINT OF COMPOUND CURVATURE 72 EXISTING 9 SINS 23 46+73,451T v RAN _ — _ _ F- W — — W:.. .'. LU ., '• W 2 Cl) U) H WLL W 9 +47 EAGLE RD 6 +27 9 LL L E G E N D coo — — — — — — — o REFER TO ACHD STANDARD TRAFFIC DETAILS TS-1112&TS-1113 FOR STRIPING& N + PAVEMENT MARKING DETAILS OLANE LINE (4"WHITE,7'STRIPE WITH 18'GAP) F 7 CENTER LINE,NO PASSING ZONE lL^ 3 O (DOUBLE 4"SOLID YELLOW) LU z Z _ _ TWO-WAY LEFT TURN LANE J — O SOLID YELLOW AND 4 YELLOW, STRIPE WITH 18 GAP) J 4 W 7 AP U LANE LINE EXTENSION THROUGH INTERSECTION Q - .::' ..: .:`'. .. _ O (4"WHITE,2'STRIPE WITH 6'GAP) — — i• — — — — — — — — — — — — — — — — — — • — — 15 (HANNELIZING LINE/BIKE LANE LINE •� 43 : •� O 8"SOLID WHITE) • • 16 R4- 73 74 LEFT EDGELINE(4"SOLID YELLOW) 73 74 R4-7 (24"x30") (24x30") OM1-1 CROSSWALK OM1-1 18 � _ _ _ _ � _ _ _ _ � _ _ _ _ � _ _ _ _ L _(18"x18 � � ") (24"SOLID WHITE,10'LONG WITH 4'GAP) 413+51,0'RT 46+23,0'L f 19 OSTOP BAR (24"SOLID WHITE) • 20 ROUNDABOUT ENTRY MARKING (12"SOLID WHITE,2'LONG WITH 3'GAP) 23 MULTI-USE PATHWAY CENTER LINE (4"YELLOW,3'STRIPE WITH 9'GAP) • THRU/LEFT ROUNDABOUT ARROW THRU/RIGHT ROUNDABOUT ARROW THRU/LEFT TURN ARROW THRU ARROW Y EYD "YIELD"WORD SYMBOL,WHITE : � 0 20' 40' SCALE: 1"= 20' OCONON S H E = T - I - _Revisions: • S I G N A T U R E 5Design By: PRECISION Date: 07/2022 Drawn By: PRECISION Date: 07/2022 Signing & Pavement Marking Plan ' ' Ada County Highway District • 3775 AdaWwWSachddaBooioe, Idaho, 83714 • Project Number: 521043 Project Name: Eagle Rd, Lake Hazel Rd To Amity Rd Sheet 53 Of 59 N O T E S 70 REMOVE&SALVAGE ROADSIDE SIGN(DELIVER TO ACHD,ITEM 1135.01.06 73 ROADSIDE TRAFFIC SIGN INSTALLATION(ONE METAL POST),ITEM 1135.01.01 74 FURNISH ROADSIDE SIGN FACE,ITEM 1135.01.05 1. ALL SIGNING AND PAVEMENT MARKINGS SHALL BE INSTALLED IN ACCORDANCE NTH THE 2009 MUTCD AND 2004 SHS FOR SIGNING AND PAVEMENT MARKING DETAILS. 2. ALL ASPHALT PAVEMENT MARKING SYMBOLS,WORDS,CROSSWALKS,YIELD BARS AND STOP BARS SHALL BE THERMOPLASTIC,ITEM 1134.05.21.ALL REMAINING PAVEMENT MARKINGS SHALL BE PAINT. 3. FOR CONCRETE PAVEMENT AREAS,ALL PAVEMENT MARKINGS SHALL BE TAPE, 1134.04.21. 4. PAVEMENT MARKING DIMENSIONS SHOWN ARE FROM LIP OF GUTTER,EDGE OF PAVEMENT,FACE OF MEDIAN CURB AND TO THE CENTER OF THE PAVEMENT MARKING. 5. CONTRACTOR SHALL COMPLETELY OBLITERATE ALL CONFLICTING PAVEMENT MARKINGS, ITEM SSP 11400. 6. SIGN POSTS AND HARDWARE FOR INSTALLING POST—MOUNTED SIGNS(ITEM 1135.01.01) WILL BE FURNISHED BY ACHD. 7. THE LOCATIONS OF POST MOUNTED SIGNS SHALL BE FIELD VERIFIED BY ACHD PRIOR TO INSTALLATION.CONTRACTOR SHALL PROVIDE ACHD TWO WORKING DAYS NOTICE PRIOR TO FIELD VERIFICATION. 8. REFER TO ACHD STANDARD TRAFFIC DETAILS(TS SERIES)FOR ADDITIONAL SIGNING AND PAVEMENT MARKING DETAILS. 9. STOP CONTROL FOR ALL SIDE STREETS SHALL BE MAINTAINED AT ALL TIMES. 10. NOMENCLATURES: • . • AP: ANGLE POINT ME: MATCH EXISTING • • PC: POINT OF CURVATURE PT: POINT OF TANGENCY ••••• . ••�• PCC: POINT OF COMPOUND CURVATURE . _ . _ . _ . _ . _ . • _ . _ . _ . _ . — R4-7 73 74 R4-7 73 74 (24"00") (24"00") OM1 OM OM "xI —8") 23 (18%"x18 47+49,0'RT 48+62,0'LT y C0 — — — — le WLU Cn 2 0 O Ir W W W f 9 6 EAGLE RD W 4s —49 — — —50 — — — —51 — L E G E N D — o — — — — — — — 1 — — e — O REFER TO ACHD STANDARD TRAFFIC DETAILS TS-1112&TS-1113 FOR STRIPING& o— — — } PAVEMENT MARKING DETAILS V LO LANE LINE F +45 16 �— +66 +33 s Ea le ee Q — — — O (4"WHITE,T STRIPE WITH 18'GAP) c Rincon n F OCENTER LINE,NO PASSING ZONE (DOUBLE 4"SOLID YELLOW) z^ STOP 70 EXISTING w SNS(2),R1-1 19 Z_ _ _ _ TWO—WAY LEFT TURN LANE J O9 SOLID YELLOW AND 4 YELLOW, STRIPE WITH 18 GAP) 2 .:.... 0+90 ,5 51+21,53'RT J (4" W 7' AP 36'RT Z LANE LINE EXTENSION THROUGH INTERSECTION Q +80 7 Q 14 (4"WHITE,2'STRIPE WITH 6'GAP) 16 15 (8ASOEDIZI LINE/BIKE LANE LINE 23 " T 6w- I I I I I 73 74 16 LEFT EDGELINE(4"SOLID YELLOW) 9 73 74 R10 15(R)MOD 25 25.1' SNS EAGLE RD L J L, ( ) 18 CROSSWALK (30'x30") 16 50+90 (VARIES_X12") ^1I V1 I I (24"SOLID WHITE,10'LONG WITH 4'GAP) _ _ P/L — — — — �f� — — — — P`E — — p"E — — P, 50+16,33'RT 76'RT 7 Ii{- u�T (SNS VAR ESIN'ON)SO STOP BAR a 73 74 R1-1 19 (24"SOLID WHITE) W11-2 W11-2 (36"06") 8 (36%36") C1 (36%36") 51+32,37'RT _ _ _ _ _ (24%12') ROUNDABOUT ENTRY MARKING ,&' i W16-7PL z W16-7PL s Ea lexa 20 (12"SOLID WHITE,2'LONG WITH 3'GAP) (24%12') 50+56,47'RT O 51+21,70'RT e Rincon 23 MULTI—USE PATHWAY CENTER LINE Z STOP ,�, (4"YELLOW,3'STRIPE WITH 9'GAP) THRU/LEFT ROUNDABOUT ARROW THRU/RIGHT ROUNDABOUT ARROW THRU/LEFT TURN ARROW THRU ARROW Y EYD "YIELD"WORD SYMBOL,WHITE : � 0 20' SCALE: 1"=20' A Sg `1'G • S IT E - T - 1 - _ 1 4 Revisions: • S I G N A T U R E S Design By: PRECISION Date: 07/2022 Drawn By: PRECISION Date: 07/2022 Signing & Pavement Marking Plan Jo 5 CO ON ' ' Ada County Highway District • 3775 AdawwwSachddaB.ise9 Idaho, 83714 • Project Number: 521043 Project Name: Eagle Rd, Lake Hazel Rd To Amity Rd Sheet 54 Of 59 N O T E S 73 ROADSIDE TRAFFIC SIGN INSTALLATION(ONE METAL POST),ITEM 1135.01.01 74 FURNISH ROADSIDE SIGN FACE,ITEM 1135.01.05 1. ALL SIGNING AND PAVEMENT MARKINGS SHALL BE INSTALLED IN ACCORDANCE WITH THE 2009 MUTCD AND 2004 SHS FOR SIGNING AND PAVEMENT MARKING DETAILS. 2. ALL ASPHALT PAVEMENT MARKING SYMBOLS,WORDS,CROSSWALKS,YIELD BARS AND STOP BARS SHALL BE THERMOPLASTIC,ITEM 1134.05.21.ALL REMAINING PAVEMENT MARKINGS SHALL BE PAINT. 3. FOR CONCRETE PAVEMENT AREAS,ALL PAVEMENT MARKINGS SHALL BE TAPE, 1134.04.21. 4. PAVEMENT MARKING DIMENSIONS SHOWN ARE FROM LIP OF GUTTER,EDGE OF PAVEMENT,FACE OF MEDIAN CURB AND TO THE CENTER OF THE PAVEMENT MARKING. 5. CONTRACTOR SHALL COMPLETELY OBLITERATE ALL CONFLICTING PAVEMENT MARKINGS, ITEM SSP 11400. 6. SIGN POSTS AND HARDWARE FOR INSTALLING POST-MOUNTED SIGNS(ITEM 1135.01.01) WILL BE FURNISHED BY ACED. 7. THE LOCATIONS OF POST MOUNTED SIGNS SHALL BE FIELD VERIFIED BY ACED PRIOR TO INSTALLATION.CONTRACTOR SHALL PROVIDE ACED TWO WORKING DAYS NOTICE PRIOR TO FIELD VERIFICATION. 8. REFER TO ACHD STANDARD TRAFFIC DETAILS(TS SERIES)FOR ADDITIONAL SIGNING AND PAVEMENT MARKING DETAILS. 9. STOP CONTROL FOR ALL SIDE STREETS SHALL BE MAINTAINED AT ALL TIMES. 10. NOMENCLATURES: AP: ANGLE POINT ME: MATCH EXISTING PC: POINT OF CURVATURE PT: POINT OF TANGENCY • . PCC: POINT OF COMPOUND CURVATURE • R4-7 73 74 (24%30") OM1-1 23 (18"x18") 52+54,0'RT F W r W W U) O O LI 9 +50 6 EAGLE RD w —52 53 s, °Ciu) L E G E N D 1 — — — — - NIA a REFER TO ACHD STANDARD TRAFFIC DETAILS TS-1112&TS-1113 FOR STRIPING& � + PAVEMENT MARKING DETAILS N Lp LANE LINE F� �47 6 Q — — — O (4"WHITE,7'STRIPE WITH 18'GAP) O CENTER LINE,NO PASSING ZONE Z (DOUBLE 4"SOLID YELLOW) Z _ _ TWO-WAY LEFT TURN LANE J — O SOLID YELLOW AND 4 YELLOW, STRIPE WITH 18 GAP) J (4' W 7' AP U = U — '.;� _ _ _ _ LANE LINE EXTENSION THROUGH INTERSECTION ,. , 14 (4"WHITE,2'STRIPE WITH 6'GAP) ' s. . +01 � _ _ _ _ _ _ _ _ � _ _ O CHA SOLIDI HI LINE/BIKE LANE LINE 15 (8"SOLID WHITE) 23 16 LEFT EDGELINE(4"SOLID YELLOW) 16 01l I4'I I I 18 CROSSWALK (2SOLID WHITE,10'LONG WITH 4'GAP) CAB P — — Pf1 P/E P/= P['1 — P/1: /L [/L — — P"L P", PA P, — P'L y f STOP BAR 19 (24"SOLID WHITE) • 20 ROUNDABOUT ENTRY MARKING (12"SOLID WHITE,2'LONG WITH 3'GAP) 23 MULTI-USE PATHWAY CENTER LINE (4"YELLOW,3'STRIPE WITH 9'GAP) • THRU/LEFT ROUNDABOUT ARROW THRU/RIGHT ROUNDABOUT ARROW THRU/LEFT TURN ARROW THRU ARROW Y EYD "YIELD"WORD SYMBOL,WHITE : � 0 20' 40' SCALE: 1"= 20' OCONON S H E = T - 1 - _Revisions: • S I G N A T U R E 5Design By: PRECISION Date: 07/2022 Drawn By: PRECISION Date: 07/2022 Signing & Pavement Marking Plan ' ' Ada County Highway District • 3775 AdaWwWSachddaBooioe, Idaho, 83714 • Project Number: 521043 Project Name: Eagle Rd, Lake Hazel Rd To Amity Rd Sheet 55 Of 59 N O T E S 70 REMOVE&SALVAGE ROADSIDE SIGN(DELIVER TO ACHD,ITEM 1135.01.06 72 RELOCATE ROADSIDE SIGN,ITEM 1135.01.07 73 ROADSIDE TRAFFIC SIGN INSTALLATION(ONE METAL POST),ITEM 1135.01.01 74 FURNISH ROADSIDE SIGN FACE,ITEM 1135.01.05 1. ALL SIGNING AND PAVEMENT MARKINGS SHALL BE INSTALLED IN ACCORDANCE NTH THE 2009 MUTCD AND 2004 SHS FOR SIGNING AND PAVEMENT MARKING DETAILS. 2. ALL ASPHALT PAVEMENT MARKING SYMBOLS,WORDS,CROSSWALKS,YIELD BARS AND STOP BARS SHALL BE THERMOPLASTIC,ITEM 1134.05.21.ALL REMAINING PAVEMENT MARKINGS SHALL BE PAINT. 3. FOR CONCRETE PAVEMENT AREAS,ALL PAVEMENT MARKINGS SHALL BE TAPE, 1134.04.21. 4. PAVEMENT MARKING DIMENSIONS SHOWN ARE FROM LIP OF GUTTER,EDGE OF PAVEMENT,FACE OF MEDIAN CURB AND TO THE CENTER OF THE PAVEMENT MARKING. 5. CONTRACTOR SHALL COMPLETELY OBLITERATE ALL CONFLICTING PAVEMENT MARKINGS, ITEM SSP 11400. 6. SIGN POSTS AND HARDWARE FOR INSTALLING POST-MOUNTED SIGNS(ITEM 1135.01.01) WILL BE FURNISHED BY ACHD. 7. THE LOCATIONS OF POST MOUNTED SIGNS SHALL BE FIELD VERIFIED BY ACHD PRIOR TO INSTALLATION.CONTRACTOR SHALL PROVIDE ACHD TWO WORKING DAYS NOTICE PRIOR TO FIELD VERIFICATION. 8. REFER TO ACHD STANDARD TRAFFIC DETAILS(TS SERIES)FOR ADDITIONAL SIGNING AND PAVEMENT MARKING DETAILS. 9. STOP CONTROL FOR ALL SIDE STREETS SHALL BE MAINTAINED AT ALL TIMES. 10. NOMENCLATURES: ❑ AP: ANGLE POINT ME: MATCH EXISTING �p a PC: POINT OF CURVATURE PT: POINT OF TANGENCY �p 5� PCC: POINT OF COMPOUND CURVATURE 55 3 74 70 EXISTING R2-1 (40 MPH) EXISTING 72 23 R2-1 (30"'x36") ADOPT A HIGHWAY 58+32,19'LT 58+32,311T 59+23,311T - - - - - - - - �f� - - � - - - W 7, W 2 0` Lu _ �� — — — — 16 EAGLE RD 57 — — L E G E N D 0c0 NL - - 1 - - REFER TO ACHD STANDARD TRAFFIC DETAILS TS-1112&TS-1113 FOR STRIPING& +w +78,ME PAVEMENT MARKING DETAILS LANE LINE (4"WHITE,7'STRIPE WITH 18'GAP) CENTER LINE,NO PASSING ZONE W O (DOUBLE 4"SOLID YELLOW) O TWO-WAY LEFT TURN LANE = g • 9 (4 SOLID YELLOW AND 4"YELLOW,7'STRIPE WITH 18'GAP) • • :' �_. ,.} - - �+- i •� O LANE LINE EXTENSION THROUGH INTERSECTION T *. .: - ..: "' . - _ - • --�- (4"WHITE,2'STRIPE ITH AN'GAP) P E _ _ � _ P . _ PIE _ _ � _ � _ EXISTING 70 _ R4 7 73 74 --3------- — 15 CHANNELIZING LINE/BIKE LANE LINE 23 o W2-6,SNS T (24"x30") O (8"SOLID WHITE) W2-6 58+54,19'RT' — J OM1-1 16 LEFT EDGELINE(4"SOLID YELLOW) 73 74 (30%30") (18 x18) O D3-1 58+96,0'LT T (VARIES"x12") �_ I I ,I I I 18 CROSSWALK _ P/E _ P/L _ P/L _ W4-4P(MOD) i 4 (24"SOLID WHITE,10'LONG WITH 4'GAP) �� - - �� - - - - �� (30"X12")�� - STOP BAR 58+53,32'RT 19 STOP SOLID WHITE) ROUNDABOUT ENTRY MARKING • 20 (12"SOLID WHITE,2'LONG WITH 3'GAP) 23 MULTI-USE PATHWAY CENTER LINE (4"YELLOW,3'STRIPE WITH 9'GAP) • THRU/LEFT ROUNDABOUT ARROW THRU/RIGHT ROUNDABOUT ARROW THRU/LEFT TURN ARROW THRU ARROW YEYD "YIELD"WORD SYMBOL,WHITE :5� d4%_:2�n_ 0 20' SCALE: 1"=20' A Sg `1'G • S IT E - T - 1 - _ 1 4 Revisions: • S I G N A T U R E S Design By: PRECISION Date: 07/2022 Drawn By: PRECISION Date: 07/2022 Signing & Pavement Marking Plan Jo 5 CO ON ' ' Ada County Highway District • 3775 Ada-s SacrhddaBooise, Idaho, 83714 • Project Number: 521043 Project Name: Eagle Rd, Lake Hazel Rd To Amity Rd Sheet 56 Of 59 N O T E S 70 REMOVE&SALVAGE ROADSIDE SIGN(DELIVER TO ACHD,ITEM 1135.01.06 73 ROADSIDE TRAFFIC SIGN INSTALLATION(ONE METAL POST),ITEM 1135.01.01 74 FURNISH ROADSIDE SIGN FACE,ITEM 1135.01.05 1. ALL SIGNING AND PAVEMENT MARKINGS SHALL BE INSTALLED IN ACCORDANCE NTH THE 2009 MUTCD AND 2004 SHS FOR SIGNING AND PAVEMENT MARKING DETAILS. 2. ALL ASPHALT PAVEMENT MARKING SYMBOLS,WORDS,CROSSWALKS,YIELD BARS AND STOP BARS SHALL BE THERMOPLASTIC,ITEM 1134.05.21.ALL REMAINING PAVEMENT MARKINGS SHALL BE PAINT. 3. FOR CONCRETE PAVEMENT AREAS,ALL PAVEMENT MARKINGS SHALL BE TAPE, 1134.04.21. 4. PAVEMENT MARKING DIMENSIONS SHOWN ARE FROM LIP OF GUTTER,EDGE OF PAVEMENT,FACE OF MEDIAN CURB AND TO THE CENTER OF THE PAVEMENT MARKING. 5. CONTRACTOR SHALL COMPLETELY OBLITERATE ALL CONFLICTING PAVEMENT MARKINGS, ITEM SSP 11400. 6. SIGN POSTS AND HARDWARE FOR INSTALLING POST-MOUNTED SIGNS(ITEM 1135.01.01) WILL BE FURNISHED BY ACHD. 7. THE LOCATIONS OF POST MOUNTED SIGNS SHALL BE FIELD VERIFIED BY ACHD PRIOR TO INSTALLATION.CONTRACTOR SHALL PROVIDE ACHD TWO WORKING DAYS NOTICE PRIOR TO FIELD VERIFICATION. LJ,J 8. REFER TO ACHD STANDARD TRAFFIC DETAILS(TS SERIES)FOR ADDITIONAL SIGNING dOlS > AND PAVEMENT MARKING DETAILS. Q • . 9. STOP CONTROL FOR ALL SIDE STREETS SHALL BE MAINTAINED AT ALL TIMES. iQ ala0aD1 3 Q ��• «r opn!oZs dOlS J •� NO 10. NOMENCLATURES: SNS(ZAIVCLA AVE) AP: ANGLE POINT ME MATCH EXISTING VARIES%12" ! lR4-7 73 74 PC: POINT F CURVATURE PT: POINT OF TANGENCY ( ) Z (24%30") / PCC: POINT OF COMPOUND CURVATURE �r opnio SNS(TARIES" DR) Q EXISTING 70 OM1-1 6 (VARIES'x12") 70 EXISTING N R2 1 R1-1 (18"x18") R1-,SNS 103+42.5'LT (2) 103+70 33 LT z o w (36'x36") 102+78,511T 23 N w 0 102+62,431T 19 73 74 R2-1 (25 MPH) ".:C ,:i.•� , , (30%36") T / - 1 8" (24"x30") 102+98 = +50 W 6 102+50,21 LT �` ,�, = 451T 16 = 18 - 16 16R700' N. LL +32 LL R7oo' TACONIC DR +7os,Pc 6 W +79 +28.2,PG o L E G E N D cc 101 102 103 104 '� R108' CV +74 +31,PT It R108 REFER TO ACHD STANDARD TRAFFIC DETAILS TS-1112&TS-1113 FOR STRIPING& Ili PAVEMENT MARKING DETAILS 16 +67,PC R500' _ 16 18 — %-� r LANE LINE ` H — — — O (4"WHITE,7'STRIPE WITH 18'GAP) +45 7 CENTER LINE,NO PASSING ZONE 16 DILI (DOUBLE 4"SOLID YELLOW) O * TWO LEFT TURN LANE EP ± EP EP 102+99 =_ J — 9 _ EP EP—EP Taconic _ 44'RT 19 = s Zaivcla» U (4' SOLID YELLOW AND 4"YELLOW,T STRIPE WITH 18'GAP) 0 `7 EP P _ e Tacoc o, 23 16 � Q _ _ _ _ LANE LINE EXTENSION THROUGH INTERSECTION $. 73 74 W2-6 E EE�EP EP ., a (4"WHITE,2'STRIPE WITH 6'GAP) 6^ 10" 30'x3-1 ." EP STOP P EP— CHANNELIZING LINE/BIKE LANE LINE s Zaivcla e,� _ D3-1_ r. • 12 73 74 15 (8"SOLID WHITE) (VARIES'X12") ,a" • e c Taconic a SNS(ZAIVCLA AVE) 73 74 �R2-1 (48%48") LEFT EDGELINE(4"SOLID YELLOW) _ 101+50,21'RT —'� 1: — — (VARIES"x12")O 16 STOP SNS(TACONIC DR) 104+17,30'RT (VARIES"x12") 18 CROSSWALK EXISTING 70 R1-1 R1-1,SNS(2)�0-(36%36") , ^� 4' (24' SOLID WHITE,10'LONG WITH 4'GAP) 103+21,59'RT 103+33,42'RT f, STOP BAR 19 (24"SOLID WHITE) • • 20 ROUNDABOUT ENTRY MARKING (12"SOLID WHITE,2'LONG WITH 3'GAP) 23 MULTI-USE PATHWAY CENTER LINE (4"YELLOW,3'STRIPE WITH 9'GAP) • THRU/LEFT ROUNDABOUT ARROW THRU/RIGHT ROUNDABOUT ARROW THRU/LEFT TURN ARROW �111 THIRD ARROW Y EYD "YIELD"WORD SYMBOL,WHITE 0 20' SCALE: 1"= 20' A Sg `1'G • S IT E - T - 1 - _ 1 4 Revisions: • S I G N A T U R E S Design By: PRECISION Date: 07/2022 Drawn By: PRECISION Date: 07/2022 Signing & Pavement Marking Plan Jo 5 O ' ' Ada County Highway District • 377s AdawwwSachdd ON aBOoise, Idaho, 83714 • C Project Number: 521043 Project Name: Eagle Rd, Lake Hazel Rd To Amity Rd Sheet 57 Of 59 T Y P I C A L S I G N I N S T A L L A T I O N N O T E S l l__1 I 1. THE CONTRACTOR SHALL PREPARE AND SUBMIT A DETAILED CONSTRUCTION PHASING Flasher AND TRAFFIC CONTROL PLAN TO ACHD FOR APPROVAL PRIOR TO CONSTRUCTION.THE Flag TRAFFIC CONTROL PLAN SHOWN ON THIS SHEET IS A TYPICAL SETUP FOR THE EAGLE Flag RD,LAKE HAZEL RD TO AMITY RD PROJECT,WHICH MAY BE ACCEPTED BY THE CONTRACTOR.HOWEVER,THE CONTRACTOR IS ENCOURAGED TO DEVELOP THEIR OWN Sign PLAN TO FIT OPERATIONS. to 12 From yORK Primary Frain 2. NIGHT WORK WILL ONLY BE ALLOWED NTH PRIOR APPROVAL FROM ACHD.CONTRACTOR Pavement' 6 Wolk, AHEADTO THHEREQUEST APPROVEDPQUANTTY FOROVAL A RMUM NIGHT WORK LIGHTING WILL BE PAIDEKS PRIOR TO TFOR WORK BY ITEM SSP VICTORY RD E30ck, fro d Face Sign 11008. or 2 dory Of OOrb 1�pH SBoon 3. ALL STOP CONTROLLED INTERSECTIONS WITHIN THE PROJECT LIMITS SHALL BE MAINTAINED AT ALL TIMES. THIS MAY REQUIRE REMOVING AND RESETTING THE EXISTING SIGNS DURING CONSTRUCTION.IF REQUIRED ALL WORK ASSOCIATED WITH REMOVING AND RESETTING SHALL BE CONSIDERED INCIDENTAL TO OTHER TRAFFIC CONTROL ITEMS. 4. A MINIMUM OF ONE 11-FT TRAVEL LANE IN EACH DIRECTION SHALL BE MAINTAINED AT ALL TIMES UNLESS OTHERWISE APPROVED BY ACHD. 5. ALL PRIVATE DRIVEWAYS SHALL REMAIN OPEN AND ACCESSIBLE DURING CONSTRUCTION. DURING CONSTRUCTION OF PRIVATE DRIVEWAYS,THE CONTRACTOR SHALL WORK WITH THE LANDOWNER TO ALLOW ACCESS. 2'(Min) 6. TAPER LENGTHS AND CONSTRUCTION TRAFFIC CONTROL DEVICES SHALL MEET OR EXCEED THE REQUIREMENTS OF THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES(MUTCD), AS ADOPTED BY THE STATE. 7. DISTANCES BETWEEN SIGNS ARE MINIMUMS.SOME ADJUSTMENTS MAY BE NECESSARY IN THE FIELD DEPENDING ON CONDITIONS ENCOUNTERED. A D V A N C E W A R N I N G S I G N S 8. CONSTRUCTION SIGNING THAT IS NOT IN USE SHALL BE COMPLETELY COVERED OR ❑� 1 6 T ❑❑T REMOVED FROM THE ROADWAY AND SIDEWALKS. NOTE: SIGN NUMBERS ARE SPECIFIC TO THIS SHEET ONLY 9. ACHD MAY REQUIRE MODIFICATIONS TO THE PHASING AND TRAFFIC CONTROL PLANS IN 2 ❑6 3L ❑2 ❑6 = 3R Ell 1 THE FIELD TO MINIMIZE DISRUPTION TO TRAFFIC. T ❑❑ ROAD 10. ALL SIGNS SHOWN SHALL BE CLASS"B"AND POST-MOUNTED UNLESS OTHERWISE 6 T 5 6 6 6 DETOUR DETOUR Mq-g APPROVED. . 00 •� AMITY RD 00 ❑ CLOSED ❑2 ❑3 DETOUR 24"x12 AHEAD AHEAD _ � � M6-3 11. ALL TRAFFIC CONTROL DEVICES USED FOR NIGHT WORK SHALL HAVE CLASS B '- 3R ❑5 r M4-9 L OR R 4 21"x15" RETROREFLECTIVITY AND MOUNTED FLASHERS. LIGHT STATIONS ARE REQUIRED FOR T ❑❑ O 1 3L ❑5 30(L O ) NIGHT WORK. FLAGGER STATIONS FOR NIGHT WORK MUST BE LIT IN ACCORDANCE WITH _ _ MUTCD REQUIREMENTS. ❑1 ❑2 3R 3L 12 D 3R 48 0x48 82048 12. ALL WARNING FLAGS AND FLASHERS SHALL BE CONSIDERED INCIDENTAL TO OTHER ❑6 ❑6 ❑6 ❑5 6 TRAFFIC CONTROL ITEMS. J 13. THE CONTRACTOR SHALL ACCOMMODATE THE NEEDS OF PEDESTRIANS IN THE CONSTRUCTION AREA AND SHALL MAINTAIN EXISTING PEDESTRIAN FACILITIES,INCLUDING ROAD CLOSED PEDESTRIAN RAMPS.TEMPORARY PEDESTRIAN RAMPS AND CROSSINGS SHALL BE Q EAGLE RD NB EAGLE RD SB ❑7 TO ROAD CLOSED PROVIDED WHERE NECESSARY TO PROVIDE A SAFE TRAVEL PATH.THIS MAY REQUIRE w w LOCAL TRAFFIC ONLY PEDESTRIAN DETOUR ROUTES AND SIGNING AS DIRECTED.TEMPORARY FACILITIES SHALL J SUPPLEMENTAL SUPPLEMENTAL THRU TRAFFIC BE DETECTABLE AND SHALL INCLUDE ACCESSIBILITY FEATURES CONSISTENT NTH THE 7 11 Q 24"x12" 24%12" R11-3c FEATURES PRESENT IN THE EXISTING PEDESTRIAN FACILITY.REFER TO ACHD STANDARD Ril-4 Q (60"x30") (611 3 o TRAFFIC CONTROL TEMPLATES,DETAILS TC-200 TO TC-204.IN ADDITION TO TEMPORARY MOUNTED ON MOUNTED ON RAMPS AND CROSSINGS,ACCOMMODATIONS MAY INCLUDE BUT ARE NOT LIMITED TO Q w BARRICADE TYPE III BARRICADE TYPE III BARRICADES,FLAGGING,AND SAFETY FENCE(ITEMS NOT INDIVIDUALLY IDENTIFIED IN THE BID SCHEDULE SHALL BE CONSIDERED INCIDENTAL TO OTHER TRAFFIC CONTROL BID Le 7 11 > ITEM). LLJ O 14. FLAGGERS SHALL ONLY BE ALLOWED UNDER THE DIRECTION OF ACHD. O O U 7 (MIN) J � 3R CONSTRUCTION ZONE 3R 2 1 ❑5 8 9 10 11 5 5 5 U r "I'll " EAGLE ROAD L E G E N D ❑6 -I _ 12 � I 3L 6 3R 6 wI DETOUR 1O WILL BE CLOSED 11 3L XX/XX TO XX/XX s ❑ LAKE HAZEL RD._ �• ❑q ❑5 M4-10(L OR R DETOUR ROUTE ❑3 ❑5 II 3L MOUNTED ON 72 x30" _ DIRECTION OF TRAVEL BARRICADE TYPE III ❑ El ❑5 ❑2 ❑5 E] ❑ E5 TYPE III BARRICADE 5 SINGLE POST SIGN,ITEM 1103.4.1.8.1 � 2 ❑5 �♦ TYPE III BARRICADE,ITEM 1103.4.1.C.1.0 ❑1 ❑5 �- 1 5 96 1 5 O')Project Sponsered By _ z w NAME OF PROJECT 0i (a')A description of project (2")Comracror: Comgeuo ce:lvaa soul (3")For Information Call ACHD at 387-6280 WHITE BACKGROUND WITH BLACK LETTERS AND 1" BLACK PERIMETER LINE.PROJECT NAME WILL HAVE A Yz"BORDER.SIGN WILL BE MADE OF Y4" BILL BOARD PLYWOOD OR TRAFFIC SIGN ALUMINUM. SIGNS FROM PREVIOUS PROJECTS WITH APPROPRIATE LETTER CHANGES MAY BE USED IF APPROVED BY THE ENGINEER PRIOR TO INSTALLATION.ATTACH TO TYPE III BARRICADE OR - INSTALL WITH 2-4X4 POSTS. INFORMATIONAL SIGN COLUMBIA RD A NOT TO SCALE Detour Signing Plan for Eagle Rd Closure __ asa� . Scale: NTSs N E = r - I - _Revisions: • S I G N A T U R E SDesi n B PRECISION Date: 07 2022 Drawn B PRECISION Date: 07 2022 Detour Plan9 y y CO Ada County Highway District • 3775 Adarns SachddaBooioeg Idaho, 83714 • Project Number: 521043 Project Name: Eagle Rd, Lake Hazel Rd To Amity Rd Sheet 58 Of 59 CONSTRUCTION SIGNS N O T E S NOTE: SIGN NUMBERS ARE SPECIFIC TO THIS SHEET ONLY J II ( 1. THE CONTRACTOR SHALL PREPARE AND SUBMIT A DETAILED CONSTRUCTION PHASING 'm AND TRAFFIC CONTROL PLAN TO ACHD FOR APPROVAL PRIOR TO CONSTRUCTION.THE TRAFFIC CONTROL PLAN SHOWN ON THIS SHEET IS A TYPICAL SETUP FOR THE EAGLE RD,LAKE HAZEL RD TO AMITY RD PROJECT,WHICH MAY BE ACCEPTED BY THE SIDEWALK CONTRACTOR.HOWEVER,THE CONTRACTOR IS ENCOURAGED TO DEVELOP THEIR OWN DETOURPLAN TO FIT OPERATIONS. CLOSED II 2. CONSTRUCTION PHASING PRESUMES CONTRACTOR WILL PROVIDE TEMPORARY PEDESTRIAN 39-9 M4-9b(R&L) W11-2 ACCESS ROUTE DURING EACH PHASE WHILE CURB AND SIDEWALK IMPROVEMENTS ARE (24"x12") (30"x24") (30"x30") JR BEING CONSTRUCTED.ONCE CONSTRUCTED,PEDESTRIANS CAN BE MOVED TO NEW SIDEWALK. �4 V • O 3. TEMPORARY SURFACE MOUNTED CHANNELIZERS SHALL BE USED TO DELINEATE TRAVEL Q DIRECTIONS THROUGH THE WORK ZONE WHEN NECESSARY,ITEM 1134.10.02.A. SIDEWALK CLOSED w O� 4. ALL STOP CONTROLLED INTERSECTIONS WITHIN THE PROJECT LIMITS SHALL BE F MAINTAINED AT ALL TIMES. THIS MAY REQUIRE REMOVING AND RESETTING THE EXISTING USE OTHER SIDE SIGNS DURING CONSTRUCTION.IF REQUIRED,ALL WORK ASSOCIATED WITH REMOVING AND W16-7P(R&L) R9-10(R&L) RESETTING SHALL BE CONSIDERED INCIDENTAL TO OTHER TRAFFIC CONTROL ITEMS. (24'x12") (24"x12") "m 5. ALL CONSTRUCTION SIGNS,TAPERS AND TRAFFIC CONTROL DEVICES SHALL CONFORM TO THE LATEST EDITION OF THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES(MUTCD), AS ADOPTED BY THE STATE. 6. ALL SIGNS SHALL BE CLASS"B"AND POST-MOUNTED UNLESS OTHERWISE APPROVED. II 7. ALL WARNING FLAGS AND FLASHERS SHALL BE CONSIDERED AS INCIDENTAL TO OTHER TRAFFIC CONTROL ITEMS. II 8. CONSTRUCTION SIGNING THAT IS NOT IN USE SHALL BE COMPLETELY COVERED OR REMOVED FROM THE ROADWAY AND SIDEWALKS. I • 9. REFER TO ACHD TRAFFIC CONTROL DETAIL TC-203A FOR DETAILS REGARDING TEMPORARY CURB RAMPS: SEE TC-203B FOR DETAILS REGARDING TEMPORARY IMPACT BARRIER. II ,+� 10. PRIVATE DRIVEWAY ACCESS SHALL BE MAINTAINED AT ALL TIMES.THE CONTRACTOR „p�o SHALL WORK WITH THE LANDOWNER TO ALLOW ACCESS. 11. TRAFFIC CONTROL PLAN MAY BE MODIFIED IN THE FIELD BY ACHD. 12. ADDITIONAL SIGNING MAY BE REQUIRED AS DIRECTED BY ACHD. oo• 13. TYPE II BARRICADES WITH KICKPLATE SHALL HAVE TYPE A FLASHERS IF CONDITIONS DICTATE THE PEDESTRIAN DETOUR REMAIN IN EFFECT AT NIGHT. o° 14. R9-9 AND M4-9B SIGNS MAY BE MOUNTED TO TYPE II BARRICADES. h 2 ° 15 TEMPORARY ASMINMUMAVING FOR TEMPORARY PEDESTRIAN ACCESS ROUTE TO BE 5' PREFE2 3 4 G G G 2 UP EP EP P µ — P W w TEMPORARY CROSSWALK, w w TACONIC DR ITEM SSP 11450 0 EP\ 4 ° $EP EP E' 2 > ' 1 2 L E G E N D EP • EP — — EP ( REFER TO ACHD STANDARD TRAFFIC DETAILS TS-1112&TS-1113 FOR STRIPING&PAVEMENT .�8°�� ' 2 MARKING DETAILS •: ° TEMPORARY PEDESTRIAN ROUTE x ` . • .°�.�° o° o � TEMPORARY ASPHALT SIDEWALK,ITEM SEE 08104 $ :vo WORK AREA-CLOSED TO TRAFFIC SINGLE POST SIGN,ITEM 1103.4.1.B.1 oo TYPE II BARRICADE,ITEM 1103.4.1.C.1.B 07 LI � I 4 I a x°` I • 3 i°} 3 4 °—• ° i 0 T° Il TEMPORARY CROSSWALK, 3 2 . ill ITEM ESP 11450 4 it°o$ NOT TO SCALE A Sg `1'G • S H E = T - I - - _ 1 4 Revisions: • S I G N A T U R E S Pedestrian Detour Plan Design By: PRECISION Date: 07/2022 Drawn By: PRECISION Date: 07/2022 Jo 5 CO ON Ada County Highway District • 3775 Adanns SacrhddaBooiseg Idaho, 83714 • Project Number: 521043 Project Name: Eagle Rd, Lake Hazel Rd To Amity Rd Sheet 59 Of 59 to CONSTRUCTION NOTES w x 01. THE CONTRACTOR SHALL PREPARE A STORMWATER MANAGEMENT PLAN FOR THE PROJECT AND OBTAIN ALL —>• —� 2 —� F- APPROVALS NECESSARY TO MEET THE REQUIREMENTS OF THE N NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM a x (NPDES) CONSTRUCTION GENERAL PERMIT (CGP) AND/OR Eagle Rd. CONSTRUCTION SITE DISCHARGE CONTROL (CSDC) PROGRAM _� —� 2 pp AS REQUIRED FOR THIS PROJECT. ITEM SSP-06013 - / ± 2. THE CONTRACTOR SHALL PROVIDE SEDIMENT CONTROL AS NECESSARY FOR THIS PROJECT. SEDIMENT CONTROL AaaA� a INCLUDES, BUT IS NOT LIMITED TO, FURNISHING AND .a 0• O° O • p INSTALLING UNDERWATER SEDIMENT CONTROL MATS z (SEDIMAT BY HY—TEX OR APPROVED EQUAL) IN TEN MILE � CREEK DOWNSTREAM OF THE CONSTRUCTION ACTIVITIES. x ITEM 1001.4.1.A.1 p 1 3. THE CONTRACTOR SHALL PROVIDE A STAGING AREA (OR AREAS) AS NECCESSARY FOR THE WORK IN ACCORDANCE MATCH LINE STA. — TACONIC SEE SHEET 2 WITH IDAHO DEQ CATALOG OF STORMWATER BMP'S #2. LOCATION OF THE STAGING AREAS SHALL BE DETERMINED o BY THE CONTRACTOR. THE CONTRACTOR SHALL BE ::6— RESPONSIBLE FOR OBTAINING PERMISSION TO USE ANY AREAS OUTSIDE THE RIGHT—OF—WAY. ITEM 1001.4.2.A.1 E 0 0 4. THE CONTRACTOR SHALL PROVIDE STABILIZED CONSTRUCTION 2 1 ENTRANCES DURING EACH STAGE OF CONSTRUCTION. w 3 STABILIZED CONSTRUCTION ENTRANCES SHALL BE PER IDAHO 0 o DEQ CATALOG OF STORMWATER BMP'S #5a. THE ® m CONTRACTOR SHALL DETERMINE THE LOCATION OF ALL • ^^^ .°�B 1 STABILIZED CONSTRUCTION ENTRANCES. ITEM 1001.4.2.B.1 sn r�am uc tj _ = 5. THE CONTRACTOR SHALL INSTALL STRAW WATTLES AT THE (n fn LOCATIONS SHOWN PER IDAHO DEQ CATALOG OF — rn STORMWATER BMP'S #24, ITEM 1003.4.1.G.1 g, THE CONTRACTOR SHALL INSTALL CATCH BASIN INSERTS PER w —� 2 w IDAHO DEQ CATALOG OF STORMWATER BMP'S #42. CATCH (n 0 O rn BASIN INSERTS SHALL BE INSTALLED IN ALL EXISTING AND 4 -- NEW INLETS WITHIN THE CONSTRUCTION AREA. AT LOCATIONS 2 y WHERE AN EXISTING INLET IS REPLACED WITH A NEW INLET o ' a Eagle Rd. 2 + THE CATCH BASIN INSERT SHALL BE INSTALLED IN THE + 2 Eagle Rd. M EXISTING INLET THEN RELOCATED TO THE NEW INLET AFTER IT IS CONSTRUCTED. CATCH BASIN INSERTS SHALL BE N INSTALLED IN THE FIRST INLETS ON SIDE STREETS DOWNSTREAM OF THE CONSTRUCTION AREA. w 0 Z ITEM 1006.4.1.C.1 z — ,mom J o 17=1 J 2 s aae iaa � x it a«c LEGEND I E 0 STRAW WATTLE, ITEM 1003.4.1.G.1 i �2 CATCH BASIN INSERT, ITEM 1006.4.1.C.1 i MATCH LINE STA. — TACONIC SEE SHEET 2 F STORMWATER FLOW DIRECTION UJI > '• C� n,a,«ao N n,a,u,m p s„a,wm, G wam waeu�srr mar aewa uc m nxao,r semr I� m,e rj a C 1 c�. .aac as .aac as w w • 1 10 N x LF w rn N gn low (wn 2 2 O Eagle Rd. 2 o 2 CIVIL PObLt SURVEY CONSULTANTS,INC �ii bw„n m t5 Consulting Engineers and Land Surveyors Z Meridian,ID • Phone:888-4312 J e vcaHc osc — J 100 GC -- — ---�-- — G ao 60 80 1 elC�\2 1 I Plan Scale �SS\ONAL F CSC PROJECT NO.:20037 �oC .�0%STp�� CSC DRAWING FILE:SWPPP—E°le Rd.dw • D E T A I L T I T L E - 0 i Revisions: S I G N A T U R E S Stormwater Pollution Prevention Plan F Design By: MSH Date:7/19/22 Drawn By: MSH Date: 7/19/22 SWPPP eW S- Ada Count Highway District www.a`st,Boise, I Project Number: 521043 Project Title: Eagle Rd. AmityRd To Lake Hazel Rd Sheet SWPPP 01 �' y g y 3775 Adams Street, Boise, Idaho, 83714 � � g o m,m,.,.m ,,°,mo , a w .mmEmm .wEmEo m v CONSTRUCTION NOTES w w 01 V) �_ 1. THE CONTRACTOR SHALL PREPARE A STORMWATER —� MANAGEMENT PLAN FOR THE PROJECT AND OBTAIN ALL APPROVALS NECESSARY TO MEET THE REQUIREMENTS OF THE a m 2 m m N NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM Eagle Rd. 2 (NPDES) CONSTRUCTION GENERAL PERMIT (CGP) AND/OR 2 CONSTRUCTION SITE DISCHARGE CONTROL (CSDC) PROGRAM o AS REQUIRED FOR THIS PROJECT. ITEM SSP-06013 + ,+� 2. THE CONTRACTOR SHALL PROVIDE SEDIMENT CONTROL AS 'o NECESSARY FOR THIS PROJECT. SEDIMENT CONTROL d � — — -- —- a NCLUDES, BUT IS NOT LIMITED TO, FURNISHING AND I NSTALLING UNDERWATER SEDIMENT CONTROL MATS w ETMOmE_ ® Ewv — ---_ w (SEDIMAT BY HY-TEX OR APPROVED EQUAL) IN TEN MILE J--- c CREEK DOWNSTREAM OF THE CONSTRUCTION ACTIVITIES. f o ITEM 1001.4.1.A.1 O ` c + 3. THE CONTRACTOR SHALL PROVIDE A STAGING AREA (OR AREAS) AS NECCESSARY FOR THE WORK IN ACCORDANCE WITHDAHO DEQ CATALOG OF STORMWATER BMP'S #2. LOCATION OF THE STAGING AREAS SHALL BE DETERMINED BY THE CONTRACTOR. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING PERMISSION TO USE ANY AREAS OUTSIDE THE RIGHT-OF-WAY. ITEM 1001.4.2.A.1 4. THE CONTRACTOR SHALL PROVIDE STABILIZED CONSTRUCTION o wm ENTRANCES DURING EACH STAGE OF CONSTRUCTION. STABILIZED CONSTRUCTION ENTRANCES SHALL BE PER IDAHO __—_— —_ DEQ CATALOG OF STORMWATER BMP'S #5a. THE w-- CONTRACTOR SHALL DETERMINE THE LOCATION OF ALL STABILIZED CONSTRUCTION ENTRANCES. ITEM 1001.4.2.B.1 F —� 5. THE CONTRACTOR SHALL INSTALL STRAW WATTLES AT THE 2 LOCATIONS SHOWN PER IDAHO DEQ CATALOG OF w =s m m STORMWATER BMP'S #24, ITEM 1003.4.1.G.1 to m Eagle Rd. 2 6. THE CONTRACTOR SHALL INSTALL CATCH BASIN INSERTS PER —a `— IDAHO DEQ CATALOG OF STORMWATER BMP'S #42. CATCH o BASIN INSERTS SHALL BE INSTALLED IN ALL EXISTING AND + NEW INLETS WITHIN THE CONSTRUCTION AREA. AT LOCATIONS In ----------— _ - WHERE AN EXISTING INLET IS REPLACED WITH A NEW INLET ul) — — E>e.Emmm THE CATCH BASIN INSERT SHALL BE INSTALLED IN THE ® 0« EXISTING INLET THEN RELOCATED TO THE NEW INLET AFTER E im.m.l/NE IT IS CONSTRUCTED. CATCH BASIN INSERTS SHALL BE z T —� INSTALLED IN THE FIRST INLETS ON SIDE STREETS DOWNSTREAM OF THE CONSTRUCTION AREA. = ITEM 1006.4.1.C.1 LEGEND �1 �1 STRAW WATTLE, ITEM 1003.4.1.G.1 '1 MATCH LINE STA. - EAGLE RD. SEE SHEET 1 �2 CATCH BASIN INSERT, ITEM 1006.4.1.C.1 v F STORMWATER FLOW DIRECTION 2 c O o Taconic Dr. �— Taconic Dr. m !d 2 ------- ----- 2 'm-- m m, _ 2 m 0 Q U - N of CIVIL ol SURVEY W CONSULTANTS,INC i Consulting Engineers and Land Surveyors Meridian,ID • Phone:888-4312 0 40 60 80 Plan Scale g\ONALF MATCH LINE STA. - EAGLE RD. SEE SHEET 1 CSC DRAWNG FILE:3WPPPRP E Ea le'2 3 4�E�eb%ST P • D E T A I L T I T L E o� s Revisions: S I G N A T U R E S • Stormwater Pollution Prevention Plan � Design By: MSH Date:7/19/22 Drawn By: MSH Date: 7/19/22 SWPPP ew S• Ada Count Highway District s Street, Boise, I Project Number: 521043 Project Title: Eagle Rd. AmityRd To Lake Hazel Rd Sheet SWPPP 02 �' y g y 3775 Adams Street, Boise, Idaho, 83714 � � g