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HomeMy WebLinkAboutNorthwest Pipeline Encroachment Agreement Disccovery Park Item#11. Mayor Robert E. Simison N�- City Council Members: E IDIA Treg Bernt Brad Hoaglun Joe Borton Jessica Perreault D A H O Luke Cavener Liz Strader MEMORANDUM TO: Mayor Simison and City Council FROM: Mike Barton,Parks Superintendent DATE: February 8,2022 RE: Northwest Pipeline Encroachment Agreement Background Northwest Pipeline is the owner of two high pressure natural gas lines that run diagonally in a 75' piece of Right of Way thru the undeveloped portion of Discovery Park. The development of Discovery Park phase 2 will make numerous improvements in this Right of Way. This encroachment agreement permits us to construct these improvements. This agreement has been reviewed by our legal department. Action We are seeking Council approval of an Encroachment Agreement between the City and Northwest Pipeline. Page 215 ENCROACHMENT AGREEMENT Line/Project: 1400 & 1401 ROW/Tract#: 2675.000 Tax ID: S1405212401 STATE OF IDAHO § COUNTY OF ADA § THIS AGREEMENT, made and entered into as of the 15th day of February, 2022, by and between NORTHWEST PIPELINE LLC, a Delaware Limited Liability Company, having its principal office at 2800 POST OAK BLVD., HOUSTON, TX 77056, (herein referred to as"Northwest"); and CITY OF MERIDIAN, with offices located at 33 E BROADWAY AVENUE, MERIDIAN, ID 83642 (herein referred to as "Encroaching Party,"whether one or more). WITNESSETH: WHEREAS, Northwest is the owner and holder of the rights granted by that certain Right-of-Way Contract dated August 12t", 1955, recorded among the Deed Records of Ada County, Idaho, in volume 29 of Miscellaneous, Page 546 (Instrument No:384359), and the side Letter Agreement dated January 30, 1979, (herein referred to as the"Easement"); WHEREAS, Encroaching Party is the owner of the following described land located in Ada County, Idaho, (herein referred to as the"Property"),which is subject to the Easement referenced above. The east'/2 of the Northwest'/4 of Section 5, Township 2 North, Range 1 East B.M. WHEREAS, Encroaching Party insofar as it has the right to do so, desires to develop the Property and to place certain encroachments within the Easement in connection with such Meridian City Park development, and Northwest is willing to consent to the placement of such encroachments within the Easement, subject to the terms and conditions contained in this Agreement. NOW, THEREFORE, for and in consideration of the premises, and of the mutual covenants and agreements herein contained, the parties hereto agree as follows: 1. PURPOSE: Subject to the terms and conditions of this Agreement, Northwest hereby consents to the placement and maintenance of those encroachments within the Easement as are specifically described and/or depicted on Exhibit"A" (the"Permitted Encroachment(s)"), attached hereto and made a part hereof. The Permitted Encroachment(s) within the Easement shall be placed only in the locations as described and/or depicted on Exhibit "A." This Agreement shall apply only to the Permitted Encroachments as described and/or depicted on Exhibit "A." Any changes in the nature or location of the Permitted Encroachment(s)shall require a written amendment to this Agreement signed by both of the parties hereto. Any additional encroachments within the Easement shall require a separate encroachment agreement. 2. ENCROACHING PARTY'S REPRESENTATIONS AND WARRANTIES: Encroaching Party represents and warrants that it is in compliance with and shall continue to comply with the"Additional Right- of-Way Encroachment Terms & Conditions" attached hereto as Exhibit"B." 3. IMPROVEMENTS: Except for the Permitted Encroachment(s), Encroaching Party shall not erect, create, construct or maintain any building, house, improvement, structure, engineering works, deep-rooted plants or obstruction of any kind within the Easement and shall not cause or permit the same to be done by others. 4. PIPE RELOCATION: If it becomes necessary, in Northwest's judgment, to lower or relocate Northwest's pipeline(s) as a result of any encroachment by Encroaching Party within the Easement, other than a Permitted Encroachment, such lowering or relocating of the pipeline(s) shall be undertaken by Northwest at the sole cost and expense of Encroaching Party, including (without limitation) the cost of acquiring any additional right-of-way. Any relocation of the pipeline(s), as well as the relocation route, shall be at the sole discretion of Northwest. 5. INDEMNITY: To the extent allowed by Law, and to the extent that any loss, cost or expense is caused by the wrongful or negligent conduct or work of the Encroaching Party, Encroaching Party agrees to release, defend, indemnify, and hold Northwest,its parent, subsidiaries, affiliates, successors and assigns, and their respective officers, directors, employees, agents and representatives, harmless from and against any and all claims,demands,damages, liabilities,costs, expenses, actions and causes of action, for loss of or damage to any property (including, but not limited to, environmental damages), or injury to ordeath of any persons in any way arising out of or resulting from the construction, maintenance, use, repair or removal of the Permitted Encroachment(s) on, over, and under the Easement or any breach of theirAgreement by any of the foregoing,except forsuch claims,demands,damages, liabilities,costs,expenses,actions or causes of action which are caused by the negligence of Northwest. 6. INSURANCE: Prior to conducting any activity within the Easement, Encroaching Party will provide Northwest with evidence of insurance satisfying limits, terms and conditions described in Exhibit "C," attached hereto and made part of this Agreement. 7. ACCESS; REPAIRS: Encroaching Party expressly understands and agrees that Northwest, in the exercise of its rights under the Easement, and in its sole judgment, may have to cut through, remove, damage or destroy Encroaching Party's encroachment(s), including Permitted Encroachment(s),within the area of the Easement, in order to perform maintenance, repair or replace its pipeline(s) underlying such encroachment(s). Encroaching Party hereby consents to such removal, damage and destruction of such encroachment(s)and releases and holds Northwest, its parent, subsidiaries, affiliates, agents, contractors, subcontractors, successors and assigns, and their respective officers, directors, employees, agents, contractors and subcontractors, harmless from all damage or destruction of such encroachment(s)caused or occasioned by any maintenance, repair or replacement of Northwest's pipeline(s)which is reasonable or necessary, in Northwest's sole judgment, regardless of the reason for such maintenance, repair or replacement of the pipeline(s). In the event of any such cutting through, removal, damage or destruction of such encroachment(s), Northwest's sole responsibility shall be to fill with soil any trench or ditch created by Northwest and compact such soil. 8. SIGNS; MARKERS: Northwest shall have the right to adequately mark its pipeline(s) with permanent line markers and ground placards to promote public safety and the future safe operation of said pipeline(s), and to meet applicable governmental regulations. 9. FORCE AND EFFECT OF EASEMENT: Nothing in this Agreement shall be construed in such a manner as to limit in any way the rights granted to Northwest under the Easement and all of Northwest's rights under the Easement shall remain in full force and effect. 10. BINDING EFFECT; ASSIGNABILITY: The terms, conditions, and provisions hereof shall be a covenant running with the land and extend to and be binding upon the heirs, executors, administrators, personal representatives, successors, and assigns of the parties hereto. Either party may record this Agreement in the records of real property in the county where the Property is located. This Agreement shall be binding upon and shall inure to the benefit of the parties hereto and their respective successors and assigns; provided, however, that Encroaching Party may not assign or delegate any of its rights or duties hereunder without the prior written consent of Northwest. 11. GOVERNING LAW: This Agreement shall be governed by and construed in accordance with the laws of the State of Idaho, without regard to conflicts of law principles that might apply the law of another jurisdiction. 12. NOTICE: Any notice, request, instruction, or other document to be given hereunder by either party to the other shall be in writing, and delivered personally, by telecopy, by messenger or by certified mail, postage prepaid, return receipt requested as follows: If to Northwest, addressed to: NORTHWEST PIPELINE LLC 2800 POST OAK BLVD., HOUSTON,TX 77056 Attention: Land Department If to Encroaching Party, addressed to: CITY OF MERIDIAN 33 E BROADWAY AVENUE MERIDIAN, ID 83642 Either party may change its representative or the address to which notice shall be directed by appropriate written notice to the other party in the manner described above. 13. ENTIRE AGREEMENT: This instrument embodies the entire agreement of the parties hereto and supersedes all prior oral or written agreements concerning the subject matter hereof. This Agreement may be supplemented, altered, amended, modified or revoked only by a written instrument signed by both of the parties hereto. 14. EFFECT OF WAIVER: No waiver of the provisions hereof shall be effective unless in writing and signed by the party to be charged with such waiver. No waiver shall be deemed a continuing waiver or waiver in respect of any subsequent breach or default, either of a similar or dissimilar nature, unless expressly so stated in writing. 15. INVALID PROVISIONS: In the event any provision or any portion of any provision of this Agreement is held by a court of competent jurisdiction to be invalid or unenforceable by reason of any lawor public policy, such provision or portion thereof shall be considered to be deleted, and the remainder of this Agreement shall constitute the entire agreement between Encroaching Party and Northwest covering the subject matter hereof. 16. COUNTERPARTS: This Agreement may be executed by Encroaching Party and Northwest in two or more counterparts, each of which shall constitute an original, but all of which shall constitute but one and the same instrument. EXECUTED on the dates set forth in the acknowledgments, but effective for all purposes as of the 15th day of February, 2022 (the"Effective Date"). [acknowledgments appear on the following pages] WIT € S CITY OF ME D N - Signature : is Jo n , C e < 2- 15 -20 Printed Name : Robert . Si ' on 2 - 15-2022 Title : Mayor STATE OF IDAHO § COUNTY OF ADA § On this 15th day of February, 2022 , before me Charlene Way the undersigned officer, personally appeared , {mown to me (or satisfactorily proven ) to be the person whose 1 name is subscribed as Robert E . Simison , of CITY OF MERIDIAN , andacknowledged that he/she , as such Mayor, being authorizedso to do , executed the foregoing instrument as the act of his/her principal for the purposes therein contained , by signing the name of the said CITY OF MERIDIAN by himself/herself as its Mayor. , l NOTARY PUBLIC CHARLENE WAY COMMISSION #67390 Notary Public in and for PV'A Cc. NOTARY PUBLIC County STATE OF IDAHO MY COMMISSION EXPIRES 3/28122 My commission expires : 2 - 2 02 2 it i i I Page 219 WITNESSES , NORTHW PIP N C "\VIA l By: I Name : Andrea Arnold Title : Land Representative , Attorney-in - Fact STATE OF UTAH § COUNTY OF SALT LAKE § On this day of February, 2021 , before me Andrea Arnold , the undersigned officer, I personally appeared Michael L . Rieske , known to me (or satisfactorily proven ) to be the person whose name is subscribed as Land Representative , of NORTHWEST PIPELINE LLC , and j acknowledged that he , as such Land Representative , being authorized so to do , executed the foregoing instrument as the act of his principal for the purposes therein contained , by signing the name of the said NORTHWEST PIPELINE LLC by himself as Land Representative- Alttonrneeyy-in - Fact . 1 .? NOTARY PUBLIC ANDREAARNOLD NOTARY PUBLIC -STATE OF UTAH Notary Public in and for Salt Lake County �+ My Comm . Exp 5/ 16/2023 Commission # 706254 My commission expires : EXHIBIT "A" DESCRIPTION(S)& DEPICTION(S) OF THE PERMITTED ENCROACHMENTS EXHIBIT "B" ADDITIONAL RIGHT-OF-WAY ENCROACHMENT TERMS AND CONDITIONS PIPELINE FACILITIES AND LEGISLATION Northwest's transmission operation includes high-pressure steel pipelines ranging in diameter from 2"to 48". Northwest's pipeline facilities include compressor stations, meter stations, storage facilities, cathodic protection equipment, valve settings and other facilities located within the limits of its rights of way, leased, and fee properties. Northwest is regulated by the Department of Transportation, Pipeline & Hazardous Material Safety Administration (PHMSA). The pipeline safety regulations are set forth in Title 49, Code of Federal Regulations, Part 192 "Transportation of Natural and Other Gas by Pipeline— Minimum Federal Standards" and Part 195 "Transportation of Hazardous Liquids by Pipeline—Minimum Federal Standards." Northwest will require that all Federal, State, and local ordinances and applicable utility set backs are complied with to the full extent. ENCROACHMENTS It is Northwest's philosophy to minimize encroachments and excavation activity within the limits of its pipeline right of way. Encroaching parties will design projects such that proposed improvements remain outside the pipeline right of way. Improvements that will encroach into the right of way will be designed and constructed such that the safe operation and maintenance of the pipelines is not diminished. Many of Northwest's right of way agreements prohibit encroachments. Northwest will enforce applicable provisions in its right of way agreements where it believes the continued safe operation and maintenance of the pipeline facilities could be threatened. NOTIFICATION AND CONSTRUCTION SAFETY REQUIREMENTS 1. In order to prevent unnecessary delays, Northwest encourages close communication with its representative throughout the entire project. A Northwest representative should participate in all pre-construction meetings. In addition, Northwest can conduct a safety/informational presentation to any interested parties, including contractors, local governmental maintenance crews, and developers. 2. "One Call" systems require 48 to 72 hours' notice prior to any excavation activities or equipment use on or in close proximity to Northwest's pipeline facilities. Dial 811 to be connected to the State One Call system. No equipment use or excavation will occur in the vicinity of Northwest facilities until notification to "One Call" has been made. A Northwest representative will be on site prior to and during any equipment use or excavation activities. Any crossings made without a Northwest representative on site will be excavated at the excavator's expense to provide Northwest an opportunity to inspect all affected pipeline facilities. 3. Excavations must be barricaded to protect Northwest pipelines from exposure to vehicular traffic and to ensure public safety. Northwest representatives must be provided safe access to all open excavations. Excavations must be properly sloped or shored in accordance with OSHA regulations. PLAN DESIGN AND REVIEW REQUIREMENTS 1. Residential and/or commercial developments will be laid out such that the right of way is designated as"open" or"common" space. Maintaining an open right of way reduces public exposure and minimizes disruptions during pipeline maintenance and construction. Lot divisions will be established on either side of the right of way resulting in the actual right of way being "open"or"common" areas. 2. In most cases, Northwest will require the submittal of two or more full size plan and profile drawings to the appropriate Northwest office for prior review and written approval by Northwest. All drawings must show, in detail, all of Northwest's facilities and other features that will allow Northwest to determine the impact of the proposed construction or maintenance activity on its facilities. Encroachment plans will include a scope of work, description, and a location map depicting the project site area. Sufficient geographical references such as legal property lines, roads, and appropriate deed information for the properties involved will be provided. 3. In order to ensure that all proposed improvements are designed in accordance with Northwest's encroachment specifications, Northwest requires a minimum of thirty business days lead-time to review proposed encroachments. Encroachments involving road crossings will require additional review time. Any proposed road which requires pipeline modifications, or a dedicated right of way will require significant lead-time. 4. If there are any changes to approved plans, additional review by Northwest and subsequent written authorization will be required. 5. In some cases, there is a significant delay between the review and approval of submitted plans and actual construction. In such cases, proposed encroachment related activities will be subject to Northwest's requirements in effect at the time the work actually takes place. GENERAL REQUIREMENTS 1. No above ground structures or appurtenances are to be located within Northwest's right of way. The structures and appurtenances include, but are not limited to: utility poles, towers, foundations, guy wires, structures supporting aerial lines, satellite dishes, manholes, catch basins, utility pedestals, transformers, fire hydrants, utility sheds, decks, swimming pools with associated improvements, etc. 2. An authorized Northwest representative must be on site prior to and during any surface-disturbing work or equipment crossings performed within the right of way. Northwest's representative will assist in determining the location of the pipeline, the right of way width, and existing cover over the pipeline and will remain on site to monitor all activities within the right of way. 3. No cut or fill on Northwest's right of way is permitted without Northwest's written approval. 4. All foreign lines will cross Northwest's right of way at an angle as near to 90 degrees as possible. In situations where there are multiple parallel Northwest pipelines, the proposed foreign lines will either cross over or under all of Northwest's pipelines in the right of way. No horizontal or vertical bends are permitted within Northwest's right of way. Parallel occupancy of Northwest's right of way will not be permitted. 5. All foreign lines crossing Northwest's pipeline or related facilities will be installed with a minimum of 24" of clearance between the existing Northwest facilities and the proposed foreign line. The foreign line will be installed at a uniform depth across the full width of Northwest's right of way. Northwest may require that all foreign lines be installed under its existing pipelines and related facilities. 6. Northwest's facilities are electrically protected against corrosion. Each metallic foreign line that enters or crosses Northwest's right of way must have a test lead installed. In addition, the utility contractor installing the metallic foreign line must excavate and expose one or more of Northwest's existing pipelines to provide for the installation of test leads by Northwest's employees. All necessary measures (coatings, electrical bonds, etc.)will be taken to ensure that the proposed pipe or utility is adequately protected from potential interference effects. Requests for cooperative testing will be directed to Northwest's Division Office, "Attn.: Supervisor, Asset Integrity." 7. Northwest may require that foreign lines be identified with permanent aboveground markers where the lines enter and exit Northwest's right of way. It is the line owner's responsibility to obtain any rights to install the markers, and to maintain the markers. A direct burial warning tape should be placed 12" to 18" above the foreign line and extend across the entire width of Northwest's right of way. 8. Foreign lines crossing Northwest's facilities will be installed in accordance with all applicable codes and requirements governing such installations. 9. Stockpiling brush, trash, or other debris on the right of way is prohibited, as it may conceal pipeline markers and hinder pipeline inspections or routine maintenance. EXCAVATION AND BLASTING 1. Plans for excavation on the right of way require prior approval by Northwest. No machine excavation will be performed within 24" of Northwest's pipelines or related facilities. Northwest's onsite representative may require hand digging at a distance greater than 24". 2. When a backhoe is used for excavation, the bucket teeth should be curled under each time the bucket is brought back into the ditch to reduce the chance of the teeth contacting the pipeline. Side cutters must be removed from all buckets. At the discretion of Northwest's onsite representative, a bar may have to be welded across the bucket teeth. 3. No mechanical excavation may be performed by reaching over any Northwest facilities. 4. Prior to any plowing or ripping of soil on the right of way, particularly in association with agricultural activities, plans should be reviewed with the local Northwest representative to ensure proper cover exists. No vibratory plows are permitted to be used on Northwest's right of way. 5. A detailed blasting plan must be submitted for review and written authorization prior to any proposed blasting within 200' (1,500'for surface mining)of Northwest's pipeline facilities and a Northwest representative must be on site during all blasting. In order to provide for necessary and appropriate analysis by Northwest, each licensed blasting contractor must also complete and submit a Northwest Blasting Data Sheet. The blasting plan and data sheets must be submitted a minimum of ten business days prior to the proposed blasting. Specific requirements applicable to proposed blasting will be provided to the licensed blasting contractor. DISTURBANCE, MAINTENANCE AND VEGETATION 1. No trees are permitted on Northwest's right of way. Additionally, the canopy of any trees planted adjacent to the right of way must not extend into the right of way at maturity. Any branches extending into the right of way will be side cut by Northwest at its discretion. 2. With prior approval from Northwest, some types of low growing, shallow-rooted shrubs may be permitted on the right of way provided their maximum mature height will not exceed 5' and are not within 5' of the edge of the pipeline. Northwest requires that the mature plantings will not prevent Northwest's representatives from seeing down the right of way during routine patrols or walking down the right of way directly over the pipelines as they perform required inspections. Under no circumstances will mechanical equipment be used in the planting of shrubs. 3. Northwest reserves the right to cut and/or remove plantings as required in the operation, inspection, and maintenance of its pipeline facilities; further, Northwest assumes no responsibility for any cost involved in the replacement of said cut and/or removed landscape plantings. 4. All sprinkler or irrigation systems will require review by a Northwest representative. Sprinkler heads will not be permitted within 10' of any pipeline or related facility. All crossings of Northwest's pipelines or related facilities with feeder lines will be hand dug. EQUIPMENT CROSSING 1. To protect Northwest's pipelines from external loading, Northwest must perform an engineering evaluation to determine the effects of any proposed equipment use. Mats, timber bridges, or other protective materials deemed necessary by Northwest will be placed over Northwest's facilities for the duration of any loading. Protective materials will be purchased, placed, and removed at no cost to Northwest. The right of way must be returned to its original condition. 2. Northwest may require temporary markings to identify areas where equipment use is authorized. 3. No vibratory equipment is permitted within the limits of, or in close proximity to, Northwest's right of way. FENCES 1. A site-specific inspection is required to determine whether the proposed fence posts must be kepta minimum of 4' or 5'from the edge of any Northwest pipeline or related pipeline facility. A Northwest representative must be on site to determine the location of the fence posts within the right of way and for the duration of the digging of the posts. Posts installed within the right of way must be hand dug. All proposed fence crossings over Northwest's pipelines will cross at an angle of 90°, or as near as reasonably practicable. 2. Northwest will have the free right of ingress and egress. Northwest may require that new fences have a 12' wide gate installed within the right of way at a location approved by Northwest. The gate will be installed as to minimize vehicular, and equipment travel over the existing Northwest facilities. LOGGING AND TIMBER OPERATIONS 1. Written approval is required before any logging or timber operations can begin on Northwest's right of way. 2. Additional requirements may include, but are not limited to, the installation of land ramps, plates, or temporary erosion controls. 3. An authorized Northwest representative must be on site prior to and during any surface disturbing work or equipment crossing performed within the right of way. 4. The Encroaching Party must meet with a Northwest representative at least three days prior to the completion of the project to discuss site restoration. NON-OCCUPANCY STRUCTURE This section details encroachment details on sheds, barns, car ports, retaining walls, storage drums, garages, large debris, old cars, trailers, scrap metal, boulders, satellite dishes, manholes, fire hydrants, etc. Buildings or structures, whether occupied or not, may not be constructed within a Northwest easement. No above ground structures or appurtenances are to be located within Northwest's right of way. The structures and appurtenances include, but are not limited to: towers, satellite dishes, manholes, catch basins, utility pedestals, transformers, fire hydrants, utility sheds, playhouses, garages, patios, slabs/foundations, decks, swimming pools with associated improvements, or similar structures. Large debris such as old cars, trailers, scrap metal, boulders, etc., will not be permitted on the right of way. The right of way must be kept clear for maintenance and inspection. OCCUPANCY STRUCTURE This section includes buildings, houses, occupancy trailers/mobile homes, patios, decks, playgrounds, playhouses, swimming pools, workshops, or similar structures. Occupied abovegroundstructures are prohibited within Northwest's right of way, in order to provide for adequate maintenance and operation of Northwest's facilities. OVERHEAD CROSSING UTILITY 1. Overhead line crossings will be installed with a minimum of 30' of vertical clearance above Northwest's right of way to provide adequate equipment clearance. No poles or appurtenances will be located on Northwest's right of way. 2. Overhead line crossings will not be installed within 50' (measured horizontally)of any gas vent (e.g. relief valve, blow down vent). 3. Overhead lines will cross Northwest's facilities at an angle as near to 90 degrees as possible. 4. In addition to these Northwest minimum clearances, all local utility minimum clearances must be adhered to. PARALLEL UTILITY Parallel occupancy on an existing right of way is not allowed unless approved by Northwest's Manager, Operations. This includes trenched, trenchless (bored), and above ground installation of pipelines, cables, conduits, overhead utilities, or fences. ROAD, RAIL, PAVED AND UNPAVED TRANSPORTATION 1. Northwest must complete a preliminary engineering evaluation for all roads, streets, driveways, etc., proposed on Northwest's right of way. Any pipe casing, concrete slabs, or other protection required by Northwest will be installed at the Encroaching Party's expense. Northwest may require a pipeline inspection prior to construction. 2. The recommended minimum total cover over Northwest's existing pipelines is 66" at all driveways, highways, roads, streets, etc. The recommended minimum total cover over Northwest's existing pipelines in adjacent drainage ditches is 48". 3. Vibratory equipment is prohibited within the limits of Northwest's right of way. Vibratory equipment is not permitted to be used for achieving applicable compaction requirements. 4. Driveways, highways, roads, streets, etc. crossing over Northwest's pipeline facilities will cross at an angle as near to 90 degrees as possible. All crossings must be over straight pipe and at locations free of any crossovers. Parallel occupancy of the right of way will not be permitted. 5. Northwest will retain the right to cut all present and proposed driveways, highways, roads, streets, etc. and will have no responsibility for restoration, loss of use or access, or any other costs. 6. Access to the earth above each pipeline for leak detection (flame ionization) and cathodic protection surveys must be maintained. SUBSURFACE CROSSING UTILITY 1. Utilities crossing Northwest's facilities are required to be cased to protect the integrity of the utility and the safety of Northwest's and third-party excavators in the future. 2. All buried communications (other than single residential telephone and TV) crossing Northwest's facilities will be installed with encased, rigid, non-metallic conduit the full width of Northwest's right of way. Per on site personnel, conditions may warrant (spanning issues, shoring)steel conduit across the width of the right of way when pipelines are exposed. 3. All buried electric cables (other than 24-volt DC power lines), including single residential service drops, crossing Northwest's facilities will be installed in encased, rigid, non-metallic conduit the full width of Northwest's right of way. Per on site personnel, conditions may warrant steel conduit across the width of the right of way when pipelines are exposed. 4. All buried single residential telephone, cable TV, and 24-volt DC power will be encased in schedule 40 PVC casing for the full width of Northwest's right of way. 5. All fiber optic cable, including single drops, will be installed in encased, rigid, non-metallic conduit the full width of Northwest's right of way. Per on site personnel, conditions may warrant steel conduit across the width of the right of way when pipelines are exposed. 6. All sanitary sewer and pressurized water lines will be installed with encased, rigid, non-metallic conduit the full width of Northwest's right of way. Per on site personnel, conditions may warrant (spanning issues, shoring)steel conduit across the width of the right of way when pipelines are exposed. Gravitational flow systems will be either: (1)ductile iron or steel pipe (adequately protected from Northwest's cathodic protection system), (2) plastic pipe installed in steel casing, or(3)concrete pipe for the full width of Northwest's right of way. No piping connections will be allowed within 5' of any Northwest pipeline. All ductile iron utility crossings will include restrained joints for the full width of Northwest's right of way. 7. No septic tanks, liquid disposal systems, or hazardous waste disposal systems will be allowed on Northwest's right of way or within 25' of Northwest's facilities. This prohibition includes, but is not limited to, facilities that have the potential of discharging effluent from sewage disposal systems, the discharge of any hydrocarbon substance, the discharge or disposal of any regulated waste, or any other discharge that may prove damaging or corrosive to Northwest's facilities. 8. All plastic combustible material lines will be installed in steel casing for the full width of Northwest's right of way. 9. Northwest may require that steel combustible material lines (adequately protected from Northwest's cathodic protection system) be installed under existing Northwest's pipeline facilities. 10. Northwest's existing pipeline facilities will be potholed to verify the horizontal and vertical location of all facilities prior to any proposed trenchless construction operation. Once all required potholes have been performed, both plan view and profile drawings showing both Northwest's existing facilities and the proposed trenchless crossing alignment and profile will be submitted to Northwest. Plan and profile drawings are required for all proposed trenchless construction operations. If not completed, Northwest may require a subsurface geotechnical investigation be completed prior to construction. 11. All proposed trenchless construction methods may include the installation of steel casing for the full width of Northwest's right of way. 12. Depending on the trenchless method chosen, the distance between Northwest's facilities and the proposed crossing alignment and profile, and the depth of cover, Northwest may require inspection holes to be excavated to verify the depth of the bore as it approaches each pipeline. Inspection holes must be excavated to allow Northwest's on-site representative to visually see the boring head prior to the point where it travels beneath each pipeline. 13. If inspection holes are not performed, the contractor shall monitor the location with precise downhole survey instruments and verify it with surface location equipment (i.e. TruTracker, ParaTrack, or equivalent). The contractor must provide Northwest with the computer printout of the directional survey and TruTracker/ParaTrack(or equivalent) reports generated by the downhole survey tools daily. Report data shall be in a format suitable for independent calculation of the survey. Deviations between the recorded position and the plan and profile drawing shall be documented and immediately brought to the attention of Northwest. Contractor shall notify Northwest's on-site representative of any drill profile failing to meet the specifications. 14. For a Northwest pipeline that was installed by trenching methods, all trenchless construction shall have a minimum vertical separation of 5 feet from the pipeline when crossing it perpendicular. For any trenchless construction not perpendicular to a Northwest pipeline, there shall be a minimum three-dimensional separation of 10 feet. A Northwest representative shall be on site to witness the bore staking, pilot hole sighting, observation hole, and any other activity associated with the drill or bore. 15. For a Northwest pipeline that was installed by trenchless methods, all trenchless construction shall have a minimum vertical separation of 10 feet from the pipeline when crossing it perpendicular. For any trenchless construction not perpendicular to a Northwest pipeline, there shall be a minimum three-dimensional separation of 25 feet. A Northwest representative shall be on site to witness the bore staking, pilot hole sighting, observation hole, and any other activity associated with the drill or bore. 16. An example scenario for three-dimensional separation would be 18 feet lateral separation and 18 feet vertical separation, which would result in approximately 25 feet separation. See Figure 1. S.—A ✓lpehnv.ry't5(1 in t• ❑ir e+R+] _14;t 5�cod pipw.P dlmre + rim wxrr- Figure 1: Three-Dimensional Separation Example 17. Contractor shall check for ground subsidence periodically along all attempted trenchless crossings and the final corridor within Northwest's right-of-way and notify Northwest's on-site representative immediately upon findings. Contractor shall fill any voids with a cement grout, compact subsoil within Northwest's right of way, and restore the ground surface to original contours and conditions. 18. If for any reason the proposed trenchless method fails during construction or if any hole is abandoned during the process, contractor shall fill abandoned holes and/or subsurface voids within Northwest's right of way entirely with a cement grout. 19. Upon 15 days of completion, contractor shall furnish the alignment and profile as-built drawing with a description of the survey data used to determine the as-built location and a statement of accuracy used to create the drawing. The drawing shall be submitted in both AutoCAD and PDF format and contain all data points that are within Northwest's right of way representing final alignment and profile, any abandoned holes, tools, strings of drill pipe, etc. overlaid on the plan and profile drawing. SURFACE WATER 1. Northwest may conduct preliminary engineering studies for any proposed drainage channels or ditches that will discharge toward or within the right of way. Drainage channels or ditches must be adequately protected from erosion and provide a minimum of 48"of cover over the pipelines. Altering (clearing, re-grading, or changing alignment of) an existing drainage channel or ditch requires written approval from Northwest. 2. Impoundment of water on Northwest's right of way is not permitted. Soil erosion control measures will not be installed within Northwest's right of way without prior written Northwest approval. STATEMENT REGARDING RIGHTS 1. Nothing contained herein will be construed to convey, waive, or subordinate any of Northwest's existing rights whatsoever. 2. Northwest will be fully and completely compensated for any damages to its facilities resulting from the acts of third parties who are working in the vicinity of Northwest's facilities with or without Northwest's consent. Exhibit "C" INSURANCE REQUIREMENTS Maintain in force throughout the performance of any part of the construction, use, maintenance, repair or replacement of the Permitted Encroachments and for as long thereafter as necessary to support the obligations of Encroaching Party, insurance described below The limits and terms set forth below will not be construed to limit Encroaching Party's liability. All costs and deductible amounts will be for the sole account of Encroaching Party. The required liability insurance can be met under a primary or an excess policy or any combination thereof. Prior to commencing any part of the construction, use, maintenance, repair or replacement of the Permitted Encroachments, Encroaching Party will deliver to Northwestcertificate(s) of insurance on an Acord form or other acceptable industry standard certificate of insurance form evidencing the insurance, terms and conditions required below. . In the event of non-renewal or cancellation of policies providing the required insurance described below, any construction, maintenance, use, repairor replacement of the Permitted Encroachments will cease until replacement insurance can be evidenced to Northwest. If Encroaching Party uses any subcontractor to perform any work relating to the Permitted Encroachments, Encroaching Party's subcontractors are contractually required to maintain insurance in accordance with the current version of the AIA General Conditions of the Contract for Construction . Irrespective of the insurance requirements below, the insolvency, bankruptcy or failure of any such insurance company providing insurance for Encroaching Party, or the failure of any such insurance company to pay claims that occur will not be held to waive any of the provisions hereof. 1. Workers Compensation and Employer's Liability Workers' Compensation insurance in the amount of the statutory limits, complying with the state and federal regulations having jurisdiction over each employee. 2. General Liability Commercial General Liability insurance with limits as set forth in the Certificate of Insurance attached hereto as Exhibit E.. 3. Automobile Liability Automobile Liability insurance with limits as set forth in the Certificate of Insurance attached hereto as Exhibit E. IC► ■Mj ...mote thanjuit insurance SHERY HARMON MEMBER SERVICES October 13, 2015 Sample RE: Member-Certificate Request I am summarizing ICRMP's position regarding additional insured language on our certificates of insurance. As outlined,the member referenced above is a governmental entity within the State of Idaho. Idaho Code § 6-923 allows for political subdivisions to purchase insurance for"themselves and their employees." This is also specifically prohibited by the Idaho Constitution Article VIII, Section 4: No county,city,town,township,board of education, or school district, or other subdivision, shall lend, or pledge the credit or faith thereof directly or indirectly, in any manner, to,or in aid of any individual, association or corporation, for any amount or for any purpose whatever,or become responsible for any debt, contract or liability of any individual,association or corporation in or out of this state. Governmental entities do not have the lawful authority to purchase insurance on behalf of (Certificate Holder) Even though we cannot use the terminology of"additional insured",we can provide you with a Certificate of Insurance,which shows that there is insurance on the property and that we will accept a tender of your defense if you are named party to a lawsuit solely because of your relationship with this member and not as a result of your own conduct. I hope this information will better explain who we are, who our member is and why we cannot supply you with the words"additional insured"on your certificate of insurance. Please let me know as soon as possible that this situation has been resolved in the favor of our member. Sincerely, Shery Harmon Shery Harmon Underwriting Specialist CERTIFICATE OF INSURANCE Issue Date: Wednesday,May 30,2018 10:42:08 AM Agent for Public Entity: This certificate is issued as a matter of Information only and confers no James Fu0lnwider rights upon the certificate holder. This certificate does riot affirmatively All American Insurance Inc. or negatively amend,extend or alter the coverage afforded by the policy PO Box 650 below. This certificate of insurance does not constitute a contract Meridian ID 83684- between the issuing insurer,agent and the certificate holder. Insuring Pool Participant, PROGRAM AFFORDING COVERAGE: City of Meridian Idaho Counties Risk Management Program,Underwriters 33 East Broadway,Ste.308 P.0.Box 15249 Meridian IO 83642- Boise,ID 83715 This certifies coverages listed below are issued to the above insuring pool Participant for the time period indicated,notwhhstandirig any requirement, term or condition of any contract or other document with respect to which this certifcate may be issued or may pertain the insuranoe afforded by the policies described herein is subject to all the terms,exclusions and conditions of such policies. Limits shown may have been reduced by paid daims. Policy Effective Expiration Property Deductible Number Date Date (except flood/quake): $2,500 Section Type of Insurance 37A02114100Z17 SJ30J20Z8 09J30J2018 Number -Coverage Form Limits V PROPERTY INSURANCE 1.Buildings,Structures and Property Amount Reported in Schedule of Values -OCCURRENCE 2.Autorrobile/Mobile Equipment Physical Damage up to$100,000,000 per occurrence. General Ag2Wte $200,000,NO VI MACHINERY BREAKDOWN 1.Property Damage Each Occurrence Varies Per Item -OCCURRENCE 2.Expediting Expenses Each Occurrence $2,500,040 3.Buisness Income and Extra Each Occurrence $1,000,000 Expense Each Occurrence $1,000,000 4.Spoilage Damage Each Occurrence $2,500,000 5.Service Interruption Each Occurrence $5,000,000 G.Newly Acquired Premises Each Occurrence $5,000,000 7.Ordinance or Law Each Occurrence $10,000,000 8.Errors and Omissions General Aggregate $1000000,000 III ICRIMEINSURANCE 11.Employee Dishonesty Each Occurrence $500,000 [INCLUDES PUBLIC OFFICIALS 2.Loss Inside Premises SURETY-IN-LIEU) 3.Loss Outside Premises For Claims Pursuant All Other Covered to Title,Ch.9,Idaho Liability Claims VIII AUTOMOBILE LIABILTY 1.Automobile Liability Each Accident $500,000 $3,000,000 -OCCURRENCE Each Person $5,044 $5,000 2.Automobile Medical Payments Each Accident $104,400 5104,040 3.Uninsured Motorist Each Person $100,000 $100,000 Each Accident $300,000 $300,000 IX GENERAL LIABILITY 1.General Liability Each Occurrence $500,000 $3,0U0,400 -OCCURRENCE x LAW ENFORCEMENT 1.Law Enforcement Liability Each Occurrence $500,000 $3,000,000 LIABILITY -OCCURRENCE X1 ERRORSIOMISSIONS 1.Errors Omission Liability Each Claim $500,000 $3,400,000 LIABILITY -CLAIMS MADE XII EMPLOYEE BENEFITS 1.Employee Benefits Liability Each Claim $500,000 $3,000,000 LIABILITY -CLAIMS MADE XIII EMPLOYMENT PRACTICES 1.Employment Practices Liability Each Claim $500,000 $3,000,000 LIABILITY -CLAIMS MADE XIV SEXUAL MOLESTATION 1.Sexual Molestation Liability Each Claim $5D0,000 $3,000,000 LIABILITY -CLAIMS MADE Description of Operations/Locati ons J Vehicl esj Restriction s/Specia I Items: Sample Cartifirate Value: For above described item,coverage both for property damage&liability arising from Insured. If Certholder is named as party to lawsuit solely due to relationship with Insured&not as result of its own conduct we will accept tender of defense,until liability determination. Certholder as Loss Payee as their interest may appear. Certificate Holder: Cancetlaton None should any of the above described polices be cancelled before the expiration dale thereof notice xnll be delsvered in accordance xrth the pal icy provisions. none Authorized Representative none C,-.,,,,,.],■ 1►&W ICRMP 16117 none none J✓"+wvs' I"i Item#11. Issue Description Date CALL BEFORE YOU DIG! CzC 6-23-21 CALL DIGLINE INC. FIRE COMMENTS 7-9-21 PRIOR TO COMMENCING BID SET 9-29-21 UNDERGROUND WORK DIAL: 811 MERIDIAN PARKS AND RECREATION NOTE: THE LOCATION OF EXISTING UNDERGROUND UTILITIES ARE SHOWN APPROXIMATELY ONLY PRIOR TO CONSTRUCTION. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO DISCOVERY PARK PHASE 2 INFORM ALL UTILITY COMPANIES OF THE �r1� 110F+,fffrf CONSTRUCTION SCHEDULE. THE CONTRACTOR SHALL DETERMINE THE EXACT ��i�� C� f1� LOCATION OF ALL EXISTING UTILITIES BEFORE { S COMMENCING WORK. THE CONTRACTOR IS �! RESPONSIB LE FOR ANY AND ALL DAMAGE BID SET 9 � 29 �21 WHICH MAY OCCUR BY FAILURE TO EXACTLY LOCATE AND PROTECT ALL : ' LA-222 �� UTILITIES. 'f�•� i11 .ML 0EE a■■r DESIGN TEAM : OWNER : SHEET INDEX : Note that not all sheets are included in William's Pipeline Agreementsmommrl JI._._. Landscape Architect - Project Lead: City of Meridian: 0.0 COVER SHEET C.RDA ROADWAY- S. RECREATION WAY (STA 6+44.92 TO 10+55) L2.5 PLANTING PLAN -AREA E A6.0 RCP AND WALL SECTIONS JENSENBELTS L1.0 SITE PLAN - OVERALL C.RD.2 ROADWAY- S. RECREATION WAY (STA 10+55 TO 15+20) L2.6 PLANTING PLAN -AREA F A7.0 DETAILS J E N S E N BELTS ASSOCIATES PARKS AND RECREATION DEPARTMENT L1.1 SITE PLAN -AREA A C.RD.3 ROADWAY- S. RECREATION WAY (STA 15+20 TO 20+08.49) L2.7 PLANTING PLAN -AREA G A8.0 DETAILS AND SCHEDULES ASSOCIATES Site Planning L1.2 SITE PLAN -AREA B C.IRS.1 ROADWAY- S. RECREATION WAY STRIPING & SIGNAGE L2.8 PLANTING PLAN -AREA H S1.0 STRUCTURAL ELEMENTS Landscape Architecture 1509 S. Tyrell Ln., Ste 130 33 E. Broadway Ave, L1.3 SITE PLAN -AREA C C.SD.O STORM DRAIN - OVERALL L2.9 PLANTING PLAN -AREA I S1.1 GENERAL STRUCTURAL NOTES (G.S.N.) Urban Design Boise, Idaho 83706 Meridian Idaho 83642 L1.4 SITE PLAN -AREA D C.SDA STORM DRAIN -AREAS 1, 2, 4, 5 & 6 L2.10 PLANTING PLAN -AREA J S1.2 SPECIAL INSPECTIONS L1.5 SITE PLAN -AREA E C.SD.2 STORM DRAIN -AREAS 3 &28 L2.11 PLANTING PLAN -AREA K S2.1 FOUNDATION PLAN (208) 343-7175 (208) 888-3579 L1.6 SITE PLAN -AREA F C.SD.3 STORM DRAIN -AREAS 7, 8, 9, 10, 11, 12 & 13 L2.12 PLANTING PLAN -AREA L S2.2 ROOF FRAMING PLAN Site Planning L1.7 SITE PLAN -AREA G C.SDA STORM DRAIN -AREAS 14,15,16,17,18,19 & 20 L2.13 PLANTING PLAN -AREA M S3.1 DETAILS Landscape Architecture L1.8 SITE PLAN -AREA H C.SD.5 STORM DRAIN -AREAS 21,22,23,24,25,26 & 27 L2.14 PLANTING PLAN -AREA N S3.2 DETAILS L1.9 SITE PLAN -AREA I C.SD.6 STORM DRAIN -ACHD AREA 1 & 2 L2.15 PLANTING PLAN -AREA O MO.0 MECHANICAL COVER SHEET COMFORT STATION 1509 S Tyrell Ln., Ste 130 Civil Engineer: L1.10 SITE PLAN -AREA J C.DT.O DETAILS - 0 L2.16 PLANTING DETAILS MO.OW MECHANICAL COVER SHEET TI Boise, Idaho 83706 ERICKSON CIVIL INC. L1.11 SITE PLAN -AREA K C.DT.1 DETAILS - 1 L3.0 IRRIGATION PLAN - OVERALL M1.0 HVAC PLAN COMFORT STATION Ph. (208) 343-7175 L1.12 SITE PLAN -AREA L C.DT.2 DETAILS - 2 L3.1 IRRIGATION PLAN -AREA A M1.0W HVAC PLAN WORKSHOP TI e-mail jba®jensenbelts.com 6213 N. Cloverdale Rd, Ste 125 L1.13 SITE PLAN -AREA M C.DT.3 DETAILS - 3 L3.2 IRRIGATION PLAN -AREA B M2.0 HVAC SCHEDULES COMFORT STATION L1.14 SITE PLAN -AREA N C.DTA DETAILS -4 L3.3 IRRIGATION PLAN -AREA C P1.0 WASTE AND VENT PLAN COMFORT STATION Boise, Idaho 83713 L1.15 SITE PLAN -AREA O C.DT.5 DETAILS - 5 L3.4 IRRIGATION PLAN -AREA D P1.0W PLUMBING PLANS WORKSHOP TI L1.16 SITE DETAILS C.DT.6 DETAILS - 6 L3.5 IRRIGATION PLAN -AREA E P1.1 WATER PLAN COMFORT STATION (208) 846-8955 L1.17 SITE DETAILS C.DT.7 DETAILS - 7 L3.6 IRRIGATION PLAN -AREA F P2.0 PLUMBING DETAILS COMFORT STATION CMG L1.18 SITE DETAILS C.DT.8 DETAILS - 8 L3.7 IRRIGATION PLAN -AREA G P2.OW PLUMBING DETAILS AND SCHEDULES WORKSHOP TI L1.19 SITE DETAILS C.DT.9 DETAILS - 9 L3.8 IRRIGATION PLAN -AREA H P3.0 PLUMBING SCHEDULES COMFORT STATION Architect: L1.20 SITE DETAILS C.DT.10 DETAILS - 10 L3.9 IRRIGATION PLAN -AREA I EO.0 ELECTRICAL COVER SHEET COMFORT STATION L1.21 SITE DETAILS C.UT.1 WATER PLAN L3.10 IRRIGATION PLAN -AREA J EO.OW ELECTRICAL COVER SHEET WORKSHOP TI INSIGHT ARCHITECTS KREIZENBECK CONSTRUCTORS C1.0 CIVIL COVER SHEET C.UT.2 SEWER LINE A- STA 1+15 TO 16+65 L3.11 IRRIGATION PLAN -AREAK EO.1 ENERGY CODE COMFORT STATION 2238 Broadway Ave 11724 West Executive Drive C1.1 CIVIL NOTES C.UT.3 SEWER LINE A- STA 16+65 TO 25+03.06 L3.12 IRRIGATION PLAN -AREA L E0.1 W ENERGY CODE WORKSHOP TI y C1.2 TOPOGRAPHIC SURVEY SEWER LINE C - STA 1+00 TO 1+48 L3.13 IRRIGATION PLAN -AREA M E1.0 ELECTRICAL OVERALL SITE PLAN Boise, Idaho 83706 Boise, Idaho 83713 C1.3 DEMOLITION PLAN C.UTA SEWER LINE B - STA 1+00 TO 5+58.44 L3.14 IRRIGATION PLAN -AREA N E1.1 ELECTRICAL SITE PLAN -AREAA C.GD.O GRADING PLAN - OVERALL EXISTING RESTROOM CONNECTION TO SEWER L3.15 IRRIGATION PLAN -AREA 0 E1.2 ELECTRICAL SITE PLAN -AREA B (208) 338-9080 (208) 336-9500 C.GDA GRADING PLAN -AREA A C.UT.5 SEWER & WATER DETAILS L3.16 IRRIGATION DETAILS E1.3 ELECTRICAL SITE PLAN -AREA C C.GD.2 GRADING PLAN -AREA B C.UT.6 SEWER & WATER DETAILS L3.17 IRRIGATION DETAILS E1.4 ELECTRICAL SITE PLAN -AREA D C.GD.3 GRADING PLAN -AREA C C.G1.1 GRAVITY IRRIGATION - LINE A L3.18 IRRIGATION DETAILS E1.5 ELECTRICAL SITE PLAN -AREA E MEP Engineer: C.GDA GRADING PLAN -AREA D C.G1.2 GRAVITY IRRIGATION - LINE B G1.0 COMFORT STA. COVER SHEET E1.6 ELECTRICAL SITE PLAN -AREA F C.GD.5 GRADING PLAN -AREA E ESC.O SWPPP - COVER SHEET & NOTES G1.1 SHOP TI COVER SHEET E1.7 ELECTRICAL SITE PLAN -AREA G Z M U SG ROVE ENGINEERING, P.A. C.GD.6 GRADING PLAN -AREA F ESCA SWPPP - PLAN AREA A G2.0 ACCESSIBILITY SHEET E1.8 ELECTRICAL SITE PLAN -AREA H O N C.GD.7 GRADING PLAN -AREA G ESC.2 SWPPP - PLAN AREA B A1.0 ARCHITECTURE SITE PLAN E2.0 LIGHTING PLAN 234 S. WH ISPERWOOD C.GD.8 GRADING PLAN -AREA H ESC.3 SWPPP - BMP DETAILS A2.0 COMFORT STATION PLANS E2.OW ELECTRICAL PLAN WORKSHOP TI Uj C.GD.9 GRADING PLAN -AREA I L2.0 PLANTING PLAN - OVERALL A3.0 TRASH ENCLOSURE PLANS E2.1 MECHANICAL POWER PLAN Boise, Idaho 83709 C.GD.10 GRADING PLAN -AREA J L2.1 PLANTING PLAN -AREA A A3.1 SHELTER PLANS E2.2 ELECTRICAL PLAN (208) 384-0585 C.GDA 1 GRADING PLAN -AREA K L2.2 PLANTING PLAN -AREA B A3.2 WORKSHOP TI PLANS E3.0 ONE-LINE DIAGRAMS W C.GD.12 GRADING PLAN -AREA L L2.3 PLANTING PLAN -AREA C A4.0 EXTERIOR ELEVATIONS E3.1 ELECTRICAL SCHEDULES AND DETAILS C.RD.O ROADWAY-TYP SECTIONS L2.4 PLANTING PLAN -AREA D A5.0 BUILDING SECTION AND INT ELEV E3.2 ELECTRICAL DETAILS E3.3 ELECTRICAL DETAILS E4.0 MERIDIAN ELECTRICAL DETAILS Uj 0 E4.1 MERIDIAN ELECTRICAL DETAILS Q E4.2 MERIDIAN ELECTRICAL DETAILS � 0 Z Q a J N ABBREVIATIONS : GENERAL NOTES : CZC NOTES : VICINITY MAP : W NOT TO SCALE 06 BM BENCH MARK 1. ALL CONSTRUCTION SHALL COMPLY WITH THE IDAHO STANDARDS VEHICLE PARKING O Q �CF CUBIC FOOT FOR PUBLIC WORKS CONSTRUCTION (ISPWC) MOST RECENT EXISTING PARKING: 145 TOTAL SPACES, 8 OF WHICH ARE HANDICAP F = Uj W CONT CONTINUOUS EDITION AT TIME OF BID. PROPOSED PARKING: 504 TOTAL SPACES, 16 OF WHICH ARE UjW Q CY CUBIC YARD 2. CONTRACTOR IS REQUIRED TO VERIFY ANY EXISTING OVERHEAD HANDICAP Tx _ Q DEMO DEMOLITION AND UNDERGROUND UTILITY LOCATIONS PRIOR TO BICYCLE PARKING r ° Z > Q DET DETAIL CONSTRUCTION. CONTRACTOR SHALL CALL THE IDAHO DIGLINE PROPOSED: 8 RACKS FOR 16 TOTAL SPACES - Q J z aIZ3�� 0 DI DUCTILE IRON (811 OR 800-342-1585)AND IF REQUIRED, CONTRACT WITH A BUILDINGS race - aDIA DIAMETER PRIVATE UTILITY LOCATING FIRM AT LEAST 48 HOURS PRIOR TO EXISTING: RESTROOM MAINTENANCE, AND SHELTERS " Q W Q E EXISTING CONSTRUCTION. UTILITY LOCATES SHALL BE INCLUDED IN THE PROPOSED: RESTROOM (SEE ARCHITECTURAL DRAWINGS)AND W EA EACH LUMP SUM PRICE. SHELTEERS. R� � ) - EXIST EXISTING 3. TRAFFIC CONTROL SHALL BE PERFORMED BY CONTRACTOR. PROPERTY l W V- (V 876 ACRES 76. O l f EL ELEVATION 4. CONTRACTOR SHALL PROVIDE ALL TEMPORARY ELECTRICAL PARCEL S1405212410, V � � Q Uj EX EXISTING POWER REQUIRED TO INSTALL THE WORK. e G v GAL GALLON 5. CONTRACTOR IS RESPONSIBLE FOR A THOROUGH CLEAN-UP OF HP HIGH POINT THE PROJECT SITE DAILY AND PROJECT CLOSE-OUT. IN INCH 6. CONTRACTOR SHALL PROTECT ALL EXISTING IMPROVEMENTS ISPWC IDAHO STANDARDS FOR PUBLIC WORKS CONSTRUCTION FROM DAMAGE. LP LOW POINT 7. PROCEEDING ANY DIMENSIONAL DEVIATION FROM THAT SHOWN Job Number 1999 MAX MAXIMUM WHICH MAY AFFECT INTENT OR DESIGN SHALL BE BROUGHT TO 76.876 MIN MINIMUM THE ATTENTION OF THE OWNER BEFORE PROCEEDING. TOTAL EF'ennie n _ NIC NOT IN CONTRACT 8. DRAWINGS AND SITE CONDITIONS. CONTRACTOR SHALL ASSUME _ ACRES �� Drawn Checked NO. NUMBER ALL RESPONSIBILITY IF PROCEEDING W/O OWNER RESOLUTION 1 NTS NOT TO SCALE OR DIRECTION. JB A B WT OC ON CENTER 9. PRESERVE AND PROTECT ALL UTILITIES WHICH MAY BE PRESENT EAdler riatLn Scale AS SHOWN PVC POLYVINYL CHLORIDE AND NOT DESIGNATED TO BE REMOVED OR MODIFIED. R RADIUS 10. CONTRACTOR SHALL BE RESPONSIBLE FOR STORM WATER Sheet Title SCH SCHEDULE PREVENTION POLLUTION PLAN (SWPPP)AND ANY PERMITS SEC SECTION REQUIRED BY THE ENVIRONMENTAL PROTECTION AGENCY AND viaRobartoLn SQ SQUARE THE CITY cr COVER S D STANDARD 11. CURB DIMENSIONS SHOWN ARE BACK OF CURB. J� COVER STA STATION E Cavan,Ln "-���, SHEET SY SQUAREYARD TYP TYPICAL W/ WIDTH W/O WITHOUT Sheet Number LO . 0 Of Sh eets Page 234 Item#11. CALLOUT LEGEND Issue 0SYM DESCRIPTION Description Date CZC 6-23-21 FIRE COMMENTS 7-9-21 AA ACCESSIBLE AISLE 4"WIDE STRIPS 24" O.C. AT 45d ANGLE. PAINT PER ISPWC SPEC 1104 BID SET 9-29-21 AH ASPHALT PAVEMENT-ONSITE ASPHALT PAVEMENT. SEE CIVIL DETAIL 3, SHEET C.DT.3 AL ASPHALT PAVEMENT- PATHWAY. SEE CIVIL ASPHALT PATHWAY DETAIL 5, SHEET C.DT.1. AM ACCESSIBLE PAVEMENT MARKINGS PAINT PER ISPWC SPEC 1104. SYMBOL PER ACHD DETAIL TS1113 AND ADA REQUIREMENTS. ADD WORD "VAN TO SPACES INDICATED ON PLAN. - - - - - - - - - - - - - BB BASKETBALL COURT ,�1�11Lt1111�1/�ff i + - - - - - - CONCRETE PAVEMENT WITH NARROW SAW CUT JOINTS. SEE CIVIL DETAIL 2, SHEET C.DT.1. OF Nj I+ _ �i4ti+-+; ; ; ; + + 1 FOUR (4) BISON ADJUSTABLE UNITS MODEL PR94UZC REQUIRED. SEE DETAIL 1, SHEET L1.16 ttiQ'� fd / --, I I BC BOCCE COURT `) - + -+-+-+ I 13'x91', DECOMPOSED GRANITE ON AGGREGATE BASE WITH 2"X6" COMPOSITE BUMPERS. { TWO (2) REQUIRED. SEE DETAIL 2, SHEET L1.16 BL S TEEL BOLLARD SEE DETAIL 1, SHEET L1.21. TWO COATS OF BLACK SEMI-GLOSS PAINT. BP BIKE PARK + + + DESIGN BUILD BR BIKE RACK f�1►�US �,���� + 4 % / NERO BIKE HITCH. PROVIDED AND INSTALLED BY OWNER. SEE DETAIL 3, SHEET L1.16. + I� AREA A AREA B ____ AREA C CC CONCRETE CURB AND GUTTER� � SEE CIVIL PLANS FOR TYPE. REFER TO SHEET C.DT.0 FOR DETAILS. \ I I CH CONCRETE PAVEMENT- ONSITE RIGID CONCRETE SEE CIVIL DETAIL 2, SHEET C.DT.3 SAL CL CONCRETE PAVEMENT- ONSITE CONCRETE SIDEWALK ■■■ d■■r SEE CIVIL DETAIL 6, SHEET C.DT.3 .1.....k ' EXISTING PHASE 1 / s..... i I CW CROSSWALK IMMENEL. 1 _ o + + + + I 24"WIDE THERMOPLASTIC. CENTER ON PEDESTRIAN RAMPS. MARKING WIDTH TO MATCH 1 1 RAMP WIDTH SHOWN. NUMBER PER PLAN. INSTALL PER ISPWC SPEC 1104 I 1 + + ^+ + + + +I+I+ I DF DRINKING FOUNTAIN JENSENBELTS ROUGH-IN BY CONTRACTOR- SEE DETAIL 3, SHEET C.UT.5. OWNER TO FURNISH AND ASSOCIATES - - - - - - - - -- - -® - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - 1 - - - - - - - INSTALL. Planning 1 + + + Site Planni DS 40 YARD DASH Landscape Architecture ARTIFICIAL TURF ON AGGREGATE BASE WITH 18"VERTICAL CURB SIDES. 40 YARD DASH KIT Urban Design SUPPLIED AND INSTALLED BY THE GAMETIME COMPANY(800.235.2440). CONTRACTOR SHALL INSTALL CURBS, NAILER, AND AGGREGATE PER DETAIL 6, SHEET L1.16 AND DETAIL 6, SHEET C.DT.1 Site Planning FB 30'TALL CHAIN LINK BACKSTOP Architecture MATCH EXISTING. SEE DETAILS SHEET L1.18. SEE FENCING SPECIFICATION 323113 Landscape FC 4'TALL CHAIN LINK FENCE SMALL SOFTBALL FIELD OUTFIELD FENCE AND PICKLEBALL. PICKLEBALL TO BE POLYMER 1509 Tyrell Ln, Ste 130 k+ COATED. SEE DETAIL 3, SHEET L1.19. SEE SPECIFICATION 323113. INSTALL FENCE CAP ON Boise, Idaho 83706 , _+ + + 1 i Ph. (208) 343-7175 _ OUTFIELD FENCE PER 321824 SPEC. AREA D�\\ AREA E �+ + ' AREA F FE 6'TALL CHAIN LINK FENCE \ ° _ � - _ _ _ _ _ + +,+ * 7 I LARGE SOFTBALL FIELDS OUTFIELD FENCE. INSTALL 4'WIDE GATE IN CENTER. SEE DETAIL 2, e-mail jba®jensenbelts.com it SHEET L1.19. SEE SPECIFICATION 323113. SEE 321824 FOR FENCE CAP INFORMATION. \\ I �: 1 I FF 8'TALL CHAIN LINK FENCE 10 FIRST AND THIRD BASELINE, AND BACK OF DUGOUT. SEE DETAIL 2, SHEET L1.19. SEE 1 I ! FENCING SPECIFICATION 323113.. ' t' ' ' + ii I FG 10,TALL CHAIN LINK FENCE + ' ' - - - - - - - - - - - - - - 1 Ij I TENNIS AND FRONT OF DUGOUT. SEE DETAIL 2, SHEET L1.19 AND DETAILS SHEET L1.18. SEE - - - - - - - - - - - - - - - - - + I I. FENCING SPECIFICATION 323113. TENNIS TO BE POLYMER COATED. <� � - - - - - - - - - - - - - - - - 1 li I I FL LIGHT FIXTURE � I I I - - - - - - II l SEE ELECTRICAL SITE PLAN. ioo--� a Ij FP FOUL POLE wl�: _. � , j_ SEE SPECIFICATION 321824 — : � I k + + + + + + r-'I GP GRASS PAVERS - C SEE CIVIL DETAIL 5, SHEET C.DT.9. TOPSOIL INFILL PER SPECIFICATION 329115. LL GV GRAVEL SURFACE II I ADD 3/4" MINUS GRAVEL TO EXISTING AND GRADE SMOOTH 1 HP HAMMOCK POSTS Z �-� i r r 1 j HAMMOCK POSTS TO BE 5" DIA GALVANIZED STEEL POST IN CONCRETE FOOTING. RANDOM PLACEMENT OF T, 10', AND 13'. 18 TOTAL POSTS. (9) DIFFERENT CAP COLORS RANDOMLY PLACED. INSTALL 24" DIA CONCRETE MOW STRIP AROUND EACH POST. SEE DETAIL 4, SHEET L1.16 z i � � O � ,> � / I NP NO PARKING STRIPING AND LETTERS O ^' I 4"WIDE STRIPS 24" O.C. AT 45d ANGLE. PAINT PER ISPWC SPEC 1104. PLACE 12" MINIMUM IIIII AREA G AREA H �, AREA I HEIGHT"NO PARKING" LETTERS WHERE SHOWN. II=1TI-1 �'�� �`� I NS NO PARKING ANY TIME SIGN W 1II=1II- I -4..... = J lfl 1f-1 II I I R7-1 "NO PARKING ANY TIME" SIGN. MOUNT BOTTOM OF SIGN MINIMUM 80' HIGH. INSTALL ILIA- II III I •; � I ;.. 1 1 ,.� I TYPE E-1 STEEL POST PER ISPWC DETAIL SD-1130. - - �•� I PICKLEBALL COURTS W IL—III I ,,� I 1 III III I IIIIIIIIIIIIIIIII xII1I � � _ ��"'�----•-,_ --'"' PB� ! ASPHALT PAVEMENT INSTALLED, SAW CUT, AND BORDERED BY CONCRETE PAVEMENT. SEE lil IIL==III IIL==III- �` I CIVIL DETAIL 3 SHEET C.DT.1. COLOR COAT. BISON PICKLEBALL SYSTEM MODEL PK05XL. 4 III—IICIII_I11-III-i I i � FOOT HIGH CHAIN LINK FENCE WITH BLACK POLYMER COATING. SEE DETAILS SHEET L1.17. —1 L-1 L—III-11 - j SEE SPECIFICATIONS 321823 AND 321824. II —III111 _ - I PR PEDESTRIAN RAMP I INSTALL WITH RAMP CURBS (TYPE 1) OR WINGS (TYPE 2)AS SHOWN ON PLANS. INSTALL 24" Q I WIDE YELLOW DETECTABLE WARNING TRIP ENTIRE WIDTH OF RAMP. INSTALL TYPE 2 PER _ t - ISPWC DETAIL SD-712. INSTALL TYPE 1 PER DETAIL 2, SHEET L1.21. SLOPES SHALL NOT I EXCEED 12:1. PARKING STRIPING Z 4"WIDE WHITE PAINT PER ISPWC SPEC 1104 I N Q =1 RR M (C STATION) \ I R ESTR O (COMFORT S W � URE0. i SEE ARCHITECT (� - j SA SHELTER TYPE 'A' SHELTER SHALL BE STEELWORX 16'X24' RECTANGULAR OPEN GABLE. MODEL HP-1624-SW. \ Q 00 ROOF COLOR: PREWEATHERED GAVALUME. FRAME COLOR: TBD. SEE DETAIL 1, SHEET L1.20. r MASONRY COLUMN WRAPS PER ARCHITECTURE DRAWINGS. SEE SHADE SHELTER SPEC. Q SIB SHELTER TYPE 'B' DUGOUTS SHALL BE COVERED WITH SHADE CLOTH. MATCH PHASE ONE DESIGN AND W AREA J "'AREA K r`�::: AREA L W MATERIALS. SEE SHADE SHELTER SPECIFICATION ScSHELTER TYPE 'C' z > o SHELTER SHALL BE STEELWORX 28' HEXAGONAL. MODEL HX-28-SW. ROOF COLOR: ASH _ GRAY. FRAME COLOR: TBD. SEE DETAIL 2, SHEET L1.20. SEE SHADE SHELTER SPEC. Q O J z SD ACCESSIBLE PARKING SIGN LOCATE 12" BEHIND CURB WITH WHEEL STOPS OR 36"WITHOUT AS SHOWN ON PLAN. 12"X18" 0 W Q U "RESERVED PARKING" SIGN WITH INTERNATIONAL ACCESSIBLE SYMBOL. BLUE AND WHITE. MOUNT BOTTOM OF SIGN MINIMUM 60" HIGH. INSTALL TYPE E-1 STEEL POST PER ISPWC W DETAIL SD-1130. U SE ACCESSIBLE VAN SIGN W 1 I SAME AS ACCESSIBLE SIGN BUT WITH ADDED "VAN" SIGN BELOW. - - — — — — — — — — — — — — - - - - - - - - - - - - - - 1 - - - - - - - - - - - - - - - - — SI SOFTBALL INFIELD N 2i SEE DETAIL 3, SHEET L1.18. SEE SPECIFICATION 329115 FOR INFIELD MIX. SP SKATE PARK DESIGN BUILD SS STOP BAR AND LETTERS "24 WIDE THERMOPLASTIC. LENGTH TO MATCH WIDTH OF LANE. INSTALL PER ISPWC SPEC Job Number 1999 1104. PAINTED LETTERS (22 SF) PER ACHD DETAIL TS 1113 AND ISPWC SPEC 1104. LOCATE 12" FROM STOP BAR. rj ST STOP SIGN 1 30"X30" MUTCD R1-1 SIGN. MOUNT BOTTOM OF SIGN MINIMUM 80" HIGH. INSTALL TYPE E-1 I Drawn Checked 1 1 I STEEL POST PER ISPWC DETAIL SD-1130. JB A B WT SV SAND VOLLEYBALL AREA M ; AREA N ; AREA O 1 18" CONCRETE VERTICAL CURB PER CIVIL. INSTALL SAND AND BISON SVB5050A NET Scale AS SHOWN SYSTEM. SEE DETAIL 5, SHEET L1.16. SW CROSSWALK SIGN Sheet Title MUTCD S1-1 SIGN WITH W16-7P ARROW BELOW. MOUNT BOTTOM OF SIGN MINIMUM 80" HIGH. 1 I INSTALL TYPE E-1 STEEL POST PER ISPWC DETAIL SD-1130. 1 j TA TURN ARROW SITE PLAN WHITE THERMOPLASTIC PER ACHD STANDARDS. TC TURN CENTER LINE OVERALL SEE ACHD TS-1112 DETAIL 7 I TD TURN LANE LINE -- ------------------------------------------- -----------+-----------------------J SEE ACHD TS-1112 DETAIL 15 1 TE TRASH ENCLOSURE DOUBLE UNIT ENCLOSURE WITH BLOCK WALLS, METAL GATES, AND HEAVY DUTY CONCRETE PAD. SEE ARCHITECTURE. Sheet Number NORTH TN TENNIS COURTS FUTURE PHASE 0' 120' 240' 360' ASPHALT PAVEMENT INSTALLED, SAW CUT, AND BORDERED BY CONCRETE PAVEMENT. SEE CIVIL DETAIL 3, SHEET C.DT.3. COLOR COAT AND STRIPING FOR TENNIS AND PICKLEBALL. 10 - FOOT HIGH CHAIN LINK FENCE PER DETAIL 1, SHEET L1.19. BLACK POLYMER COATING. SEE L 1 ■ SCALE 1 - 120 (@ 24 X36 Plotted Size) DETAILS SHEET L1.17. SEE SPECIFICATIONS 321823 AND 321824. 0 WS CONCRETE WHEEL STOP 6'. LOCATE FRONT T FROM FACE OF CURB. ANCHOR WITH 5/8" PINS. YH YARD HYDRANT Of Sh eets SEE DETAIL 4, SHEET C.UT.5 Page 235 Item#11. 1'C"W 1 Z"W 1 Z"W 12"W 1'L"W 121TV 1211W - -- CALLOUT LEGEND Issue Description Date + + + + + + + + + + + OSYM DESCRIPTION (SEE SHEET L1.0 FOR FULL LEGEND) CZC 6-23-21 + + + + + + + + + + + + AA ACCESSIBLE AISLE FIRE COMMENTS 7-9-21 + + + + + + + + + + + + + + + + + + + + + + + + + + + + BID SET 9-29-21 - - - AH ASPHALT PAVEMENT - +� �+ +� AL ASPHALT PAVEMENT- PATHWAY —EP- - - EP EP EP EP EP EP EP+ +per ��+ + EP�EP + ��P _ AM ACCESSIBLE PAVEMENT MARKINGS + t, BB BASKETBALL COURT + + + + + + + + + + + + BC BOCCE COURT + + + + + + + + + + BL BOLLARD ��, It0FlI + + + + + + + + + + + + + . -� C BP BIKE PARK 1-{ + + + + + + + + + + + + + + BR BIKE RACK + + + + + + + + + + + + + + CC CONCRETE CURB AND GUTTER LA-222 �► 18'7R 18+IRR 1 GIRR GIRR +8°GIRR _ _. CH CONCRETE PAVEMENT- RIGID CONCRETE 4- + + + + + + + + + + + + + CL CONCRETE PAVEMENT- CONCRETE SIDEWALK f��► ����� ��1!li111111 - ---- ---- _ CW CROSSWALK + + + + + + + + + + DF DRINKING FOUNTAIN ------ ------- - DS 40 YARD DASH .AL . + + + + + + + FB 30'TALL CHAIN LINK BACKSTOP ■■■■■� -___—-_-_ rt I FC 4' TALL CHAIN LINK FENCE _ FE 6' TALL CHAIN LINK FENCE JENSENBELTS FF 8' TALL CHAIN LINK FENCE ASSOCIATES Site Planning FG 10' TALL CHAIN LINK FENCE Landscape Architecture Urban Design FL LIGHT FIXTURE FP FOUL POLE Site Planning + + + + GP GRASS PAVERS Landscape Architecture I NOT A PART GV GRAVEL SURFACE 1509 Tyrell Ln, Ste 130 HP HAMMOCK POSTS Boise, Idaho 83706 NP NO PARKING STRIPING Ph. (208) 343-7175 NS e-mail jba®jensenbelts.com i NO PARKING SIGN IPB PICKLEBALL COURTS PR PEDESTRIAN RAMP PS PARKING STRIPING IRR RESTROOM SA SHELTER TYPE 'A' SB SHELTER TYPE 'B' ICV SC SHELTER TYPE 'C' J SD ACCESSIBLE PARKING SIGN ' SE ACCESSIBLE VAN SIGN LLI LL]' = SI SOFTBALL INFIELD 107 SP SKATE PARK 7 EXISTING PHASE 1 LLl SS STOP BAR AND LETTERS Z i w O N ST LLI STOP SIGN W z SV SAND VOLLEYBALL I J 2 SW CROSSWALK SIGN w U QQ TA TURN ARROW I < TIC TURN CENTER LINE U TD TURN LANE LINE w TE TRASH ENCLOSURE 0. Q TENNIS COURTS O IWS CONCRETE WHEEL STOP Z YH YARD HYDRANT < < J N U) n w � MATERIAL LEGEND L1 N� ICY)� Q ISYM DESCRIPTION Z w w � Q /I ASPHALT PAVEMENT-WITH COLORCOAT SYSTEM 7 y 0_ASPHALT PAVEMENT > Q Q JZ ASPHALT PAVEMENT- PATHWAY OQ W ARTIFICIAL TURF �•/ Q I � � � w CONCRETE PAVEMENT- ONSITE RIGID CONCRETE wUj N �_ CONCRETE PAVEMENT- ONSITE SIDEWALK CONCRETE G V J BASKETBALL COURT CONCRETE PAVEMENT CONCRETE ADA RAMP AREA I DECOMPOSED GRANITE Job Number 1999 0000000 o 0 0 0 0 0 o GRASS PAVERS Drawn Checked GRAVEL SURFACE JBA BWT \\\\ SOFTBALL INFIELD Scale AS SHOWN \\\ I---- SAND VOLLEYBALL Sheet Title v , LAWN \ S N + + + + + + + 0 WOOD MULCH AREA A COMMUNITY GARDEN AREA c \\ I ---------- DESIGN BUILD AREA- TBD - - - ----------------- NORTH Sheet Number op SCALE 1 - 20 (@ 24 x36 Plotted Size) Of Sheets \ MATCHLINE SEE SHEET LI A Page236 Item#11. MATCHLINE SEE SHEET L1 .1 -A- CALLOUT LEGEND Issue Description Date \0 �, 0SYM DESCRIPTION (SEE SHEET L1.0 FOR FULL LEGEND) CZC 6-23-21 AA ACCESSIBLE AISLE FIRE COMMENTS 7-9-21 AH ASPHALT PAVEMENT BID SET 9-29-21 \ \ AL ASPHALT PAVEMENT- PATHWAY AM ACCESSIBLE PAVEMENT MARKINGS c � BB BASKETBALL COURT BC BOCCE COURT BL BOLLARD `ti��4 OF f f� 3��,�4� BP BIKE PARK "� C 1� BR BIKE RACK CC CONCRETE CURB AND GUTTER • \ \ \ CH CONCRETE PAVEMENT- RIGID CONCRETE LA-222 �� CL CONCRETE PAVEMENT- CONCRETE SIDEWALK ►►► li{ CW CROSSWALK \ \ DF DRINKING FOUNTAIN DS 40 YARD DASH 6.ALA ddl \ FB 30'TALL CHAIN LINK BACKSTOP ■■■■■� FC 4'TALL CHAIN LINK FENCE■�� �" FE 6'TALL CHAIN LINK FENCE JENSENBELTS EXISTING PHASE 1 FF 8' TALL CHAIN LINK FENCE ASSOCIATES Site Planning FG 10' TALL CHAIN LINK FENCE Landscape c�apse Architecture FL LIGHT FIXTURE Urban ign FP FOUL POLE Site Planning GP GRASS PAVERS Landscape Architecture GV GRAVEL SURFACE � 1509 Tyrell Ln, Ste 130 \ HP HAMMOCK POSTS Boise, Idaho 83706 NP NO PARKING STRIPING Ph. (208) 343-7175 W e—mail jba@jensenbelts.com ` c \ W NS NO PARKING SIGN (= PB PICKLEBALL COURTS LLl PR PEDESTRIAN RAMP c �\ LLI I I PS PARKING STRIPING , IW RR Z RESTROOM SA SHELTERTYPE 'A' \ \ SB SHELTER TYPE 'B' Q SC SHELTERTYPE 'C' I SD ACCESSIBLE PARKING SIGN SE ACCESSIBLE VAN SIGN \� ,\ SI SOFTBALL INFIELD SP \ \ SKATE PARK 7 SS STOP BAR AND LETTERS O ` V 0 0 I $ ST STOP SIGN c I SV SAND VOLLEYBALL � Uj � Q U^ \` 5� \ �♦ SW CROSSWALK SIGN V, �_ W TA TURN ARROW TC TURN CENTER LINE U TD TURN LANE LINE W 0. 0 TE TRASH ENCLOSURE / TN TENNIS COURTS WS CONCRETE WHEEL STOP Z L.L \c � / ` \ < _j EE- / � A � �� � �� YH YARD HYDRANT � � MATERIAL LEGEND N CIO Q 06 DS TIMER ��� ;: � �� SYM DESCRIPTION 70, � I , ' LU \ 6° 0 \ ASPHALT PAVEMENT-WITH COLORCOAT SYSTEM L.LLLJ \ 000 Y 00000 �, 0 \ 000000 � 00000 �, ASPHALT PAVEMENT 00000 �� ASPHALT PAVEMENT- PATHWAY �, 00000 , 1 � 1 / c V00000 \0000 - � LJJ 0 0 0 0 000 \� �� ARTIFICIAL TURF r W � 0 0 0 0 0 0 I CONCRETE PAVEMENT- ONSITE RIGID CONCRETE LL] (V 00000� W c c o 0 0 0 0 �� CONCRETE PAVEMENT- ONSITE SIDEWALK CONCRETE \ 00000 , \ 0000 0 o 0 0 0 0 �t 7. BASKETBALL COURT CONCRETE PAVEMENT �\ \ 00000 00000 ti �� 0 00000 0 CONCRETE ADA RAMP AREA \000000DS " . ` �� Ac 0 o 0 0 0 0 0 DECOMPOSED GRANITE Job Number 1999 ` 00 \ 0VP0 0 0000000 \� c 00 GRASS PAVERS ` \ 00000 ` Drawn Checked o 00000�o� GRAVEL SURFACE JBA BWT 000000 . o0000 00000 SOFTBALL INFIELD Scale AS SHOWN o0 0c 0c SAND VOLLEYBALL Sheet Title c \ 0c \ oc c LAWN IWOOD MULCH SITE PLAN \ I AREA D ` c COMMUNITY GARDEN AREA ` \� \ DESIGN BUILD AREA-TBD ` 0' 20' NORTH Sheet Number ` \ �� 40' 60' 5' FENCE 108' 12' FENCE 108' �� 5' .1 ol SCALE I = 20 (@ 24 x36 Plotted Size) lo L . 4 N ` ` Of Sheets MATCHLINE SEE SHEET L1 .7 J. I _ Page237 Item#11. , MATCHLINE SEE SHEET L1 .2 , -- _ CALLOUT LEGEND Issue Description Date 0SYM DESCRIPTION (SEE SHEET L1.0 FOR FULL LEGEND) CZC 6-23-21 I AA ACCESSIBLE AISLE FIRE COMMENTS 7-9-21 BID SET 9-29-21 \ AH ASPHALT PAVEMENT �\ AL ASPHALT PAVEMENT- PATHWAY II AM ACCESSIBLE PAVEMENT MARKINGS \� BB BASKETBALL COURT BC BOCCE COURT It�1�f1 a \ \X_\� BL BOLLARD �f[ ' 0F +f ?.*Ay BP BIKE PARK \ BR BIKE RACK ____ T _� —— I CC CONCRETE CURB AND GUTTER \ — —— CH CONCRETE PAVEMENT- RIGID CONCRETE % LA-222 ���� CL CONCRETE PAVEMENT- CONCRETE SIDEWALK "fS ���� m IM 11 CW CROSSWALK s° \� DF DRINKING FOUNTAIN \ DS 40 YARD DASH AL - FB 30'TALL CHAIN LINK BACKSTOP ■■�■■� ci2L ■■■■■1.. I \\ I FC 4' TALL CHAIN LINK FENCE FE 6' TALL CHAIN LINK FENCE JENSENBELTS / x, FF 8' TALL CHAIN LINK FENCE ASSOCIATES Site Planning FG 10' TALL CHAIN LINK FENCE Landscape Architecture Urban Design ci� � �\/ � FL LIGHT FIXTURE \ FP FOUL POLE Site Planning GP GRASS PAVERS Landscape Architecture GV GRAVEL SURFACE 1509 Tyrell Ln, Ste 130 HP HAMMOCK POSTS Boise, Idaho 83706 Ph. (208) 343-7175 J NP NO PARKING STRIPING NS NO PARKING SIGN e—mail jba®jensenbelts.com w EXISTING PHASE 1 PB PICKLEBALL COURTS PR PEDESTRIAN RAMP W W PS PARKING STRIPING LJJ I I RR RESTROOM Z SA SHELTER TYPE 'A' J _ - SB SHELTER TYPE 'B' U SC SHELTER TYPE 'C' Q 75 SD ACCESSIBLE PARKING SIGN ^so O SE ACCESSIBLE VAN SIGN SI SOFTBALL INFIELD I I I s"SQ I I I I I I I I I I I $SD SP SKATE PARK 7 ^ ' SS STOP BAR AND LETTERS O ` V ST STOP SIGN w 2PW SV SAND VOLLEYBALL ' w SW CROSSWALK SIGN W 2°w TA TURN ARROW I I I I I a I I 21w I TC TURN CENTER LINE U TD TURN LANE LINE W Q TE TRASH ENCLOSURE Q --"-- T N Q TENNIS COURTS O WS CONCRETE WHEEL STOP Z J YH YARD HYDRANT J N W �^ n w V J LL Nco = MATERIAL LEGEND co Q co I07 SYM DESCRIPTION W Q ILL] � w W Q ASPHALT PAVEMENT-WITH COLORCOAT SYSTEM Uj 0 7 > Q ASPHALT PAVEMENT Z I I = Q O JZ (� ASPHALT PAVEMENT- PATHWAY W — I \ Q ARTIFICIAL TURF -0// �•/ Q I I CONCRETE PAVEMENT- ONSITE RIGID CONCRETE N LL \ 0 W — 7- w I I I I I I I I I I I I I I CONCRETE PAVEMENT- ONSITE SIDEWALK CONCRETE 0 N C G V J FI I O I I I I I I BASKETBALL COURT CONCRETE PAVEMENT vv00 \ � CONCRETE ADA RAMP AREA DECOMPOSED GRANITE Job Number 1999 O \ � \ \ \ 0000000 0000000 GRASS PAVERS \\ \ \ \ Drawn Checked O GRAVEL SURFACE JB A B WT o' > 00 \\\ \ O \ + \ + \ + \ SOFTBALL INFIELD AS AS SHOWN 000 > 0 00 0 000 SAND VOLLEYBALL Sheet Title � V ° 00000 V \ 00000 \ V \ + + + LAWN \ ° 00O00o t a + III SITE PLAN c 00000 V v v O V co � �� C ° 4��SS � -4��SS � �� wooD MULCH AREA E 00000 v a o 0 0 0 0 0 v �� \ a \ _ COMMUNITY GARDEN AREA \c 00000 \ 00000 v \ \ 0 0 0 0 0 V \ �� '�' �� + DESIGN BUILD AREA- TBD \00000 \ 0000o CL c\ ° N=84886.90 CENTER y,.w � ST Sheet Number \ \ — 4 w �.. 4 W W I � \E=461358.24 � ° —� 0' 20' NORTH 40' 60' 5 c\ 000 IQ, 00000 ,, \� Qa Q c 00000 \ -_ L 1 5 00000 0 SCALE I - 20 24 x36 Plotted Size 000000 \ 0 0000o CL \ N 0000 a O - L Of Sheets MATCHLINE SEE SHEET L1 .8 Page238 Item#11. MATCHLINE SEE SHEET L1 .4 � \� CALLOUT LEGEND Issue ah 7T7—: � Description Date N-84881.01 OSYM DESCRIPTION (SEE SHEET L1.0 FOR FULL LEGEND) 6-23 CZC E=461052.72 36' 4' GATE lip 4 4' GATE 36' I FIRE COMMENTS 7-9-21 AA ACCESSIBLE AISLE CL BID SET 9-29-21 C° AH ASPHALT PAVEMENT PB PB U AL ASPHALT PAVEMENT- PATHWAY Of Z AM ACCESSIBLE PAVEMENT MARKINGS O _ BB BASKETBALL COURT w -- BC BOCCE COURT z ��1ltlllffltl� Uj BL BOLLARD 4E OF f��#�j� CENTER N=84809.47 -- �•�� �' 4 o E=461166.70 b BP BIKE PARKO FC Q'<� N=84801.95 N=84801.95 BR BIKE RACK Gyp E=461202.38 E=461223.38 Zo CC CONCRETE CURB AND GUTTER LA-2 �Y J � a' N 6' 30' 4' GATE CH CONCRETE PAVEMENT- RIGID CONCRETE .:f` iSCr�� ��� CL CONCRETE PAVEMENT- CONCRETE SIDEWALK �It1j+Jli{111�,. coQ- (o CW CROSSWALK FG . F Sq DF DRINKING FOUNTAIN DS 40 YARD DASH ALDd - !■■ a■■I a a FB 30'TALL CHAIN LINK BACKSTOP ■■�■■1 / BR TYP OF 2 FC 4'TALL CHAIN LINK FENCE '•■�� �" FE 6'TALL CHAIN LINK FENCE JENSENBELTS FF 8' TALL CHAIN LINK FENCE ASSOCIATES TN Site Planning FG 10' TALL CHAIN LINK FENCE Landscape Architecture 110 I FL LIGHT FIXTURE Urban Design 00 FP FOUL POLE 0 0 GP GRASS PAVERS Site Planning w Landscape Architecture U z GV GRAVEL SURFACE U_ 1509 Tyrell Ln, Ste 130 HP HAMMOCK POSTS Boise, Idaho 83706 �BC Ph. (208) 343-7175 NP NO PARKING STRIPING NS NO PARKING SIGN e—mail jba@jensenbelts.com PR PB PICKLEBALL COURTS BC PR PEDESTRIAN RAMP 12, y PS PARKING STRIPING 12. RR RESTROOM N=84685.51 2( SA SHELTER TYPE 'A' E=461052.65 FG CO / SB SHELTER TYPE 'B' - CL SC SHELTER TYPE 'C' I SD FENCE 50' FENCE 54' ACCESSIBLE PARKING SIGN 4' GATE SE ACCESSIBLE VAN SIGN 00 SI SOFTBALL INFIELD io SP SKATE PARK Z 12, 9' 13' 9'-6" 13' 5'-6" / / j / j SS STOP BAR AND LETTERS /I/ ST STOP SIGN Uj SV SAND VOLLEYBALL I SW CROSSWALK SIGN LU TA TURN ARROW a TC TURN CENTER LINE U / a a TD TURN LANE LINE Uj TE TRASH ENCLOSURE ol 70' 0 TN TENNIS COURTS 0 L.L WS CONCRETE WHEEL STOP Z / LLJ II YH CN YARD HYDRANT J MATERIAL LEGEND N co co ° a ° I CO SYM DESCRIPTION L.L ° ° = 0 w ° °° ° ° �I _ � ASPHALT PAVEMENT-WITH COLORCOAT SYSTEM � � Q CC TYP I U) ASPHALT PAVEMENT Z W Q O JZ ° ° I/ W ASPHALT PAVEMENT- PATHWAY ' t ' ° ° ° �/ / I/ / / U) r 1 W / d4 W ARTIFICIAL TURF V a 0 z w ° ° CONCRETE PAVEMENT- ONSITE RIGID CONCRETE W R E N O D �P'� a ®, / / / / / / X W AH CONCRETE PAVEMENT- ONSITE SIDEWALK CONCRETE N °° BASKETBALL COURT CONCRETE PAVEMENT /I / / /I / I CONCRETE ADA RAMP AREA a ° ° ° / PS TYP DECOMPOSED GRANITE Job Number 1999 ° I o00000o GRASS PAVERS Drawn Checked L Y I GRAVEL SURFACE JBA BWT 2 2 2w --- a a ° SOFTBALL INFIELD Scale AS SHOWN 1W 1W 1W 1W SAND VOLLEYBALL Sheet Title HYD W DF 1�� Q LAWN ZI p / / SITE PLAN wooD MULCH AREA G a0 a a 0 a CL oo PR / COMMUNITY GARDEN AREA a ° a a a a a �� �" o0 o w a o / / / / DESIGN BUILD AREA-TBD NORTH Sheet Number ------- 0' 20' 40' 60' A / / / / / / / es � L,L,L/8s/ � L,L�8S,/ L/ / /8� 1/ / / / / / / / L1 . 7 TjE / / / / / / / / / / / / SCALE 1" = 20' (@ 24"x36" Plotted Size) 4N( Z / / Z 4/ 4W �L ° a � iiiiii / / / / / / / / / / / /L�/ / / / / / / -- / � /—�f _ Of Sheets MATCHLINE SEE SHEET L1 .10/ / / / / / / / / / / �Pge239 Item#11. \C 0 000 ° �\\ _ MATCHLINE SEE SHEET L1 .5 _ ._ _ -- -- "� - L CALLOUT LEGEND J Issue \0 0 o P o o �� ST Description Date c 00000 OSYM DESCRIPTION (SEE SHEET L1.0 FOR FULL LEGEND) 00000 0 �� r� CZC 6-23-21 c 000000 �`L c 00000 �\ I ,i� FIRE COMMENTS 7-9-21 AA ACCESSIBLE AISLE 000 �\ BID SET 9-29-21 AH ASPHALT PAVEMENT AL ASPHALT PAVEMENT- PATHWAY \� \ c PR S \� �' I AM ACCESSIBLE PAVEMENT MARKINGS a \ \ I BB BASKETBALL COURT BC BOCCE COURT \ � \ � ST ��►1Lt11!#�It►j 0 ,\ BL BOLLARD ♦�4 OF f -#;F PR 7- BP BIKE PARK S PR `,� �\ I � BR BIKE RACK CC CONCRETE CURB AND GUTTER o � LA-222 �. CH CONCRETE PAVEMENT- RIGID CONCRETE CL CONCRETE PAVEMENT- CONCRETE SIDEWALK �►►► S�`��j CW CROSSWALK CL \ DF DRINKING FOUNTAIN DS 40 YARD DASH ■L - � c � I PR TYP OF 2 FB 30'TALL CHAIN LINK BACKSTOP � � c FC 4'TALL CHAIN LINK FENCE 14' 8 FE 6'TALL CHAIN LINK FENCE JENSENBELTS 26' FF ASSOCIATES 8 TALL CHAIN LINK FENCE Site Planning \ I FG 10' TALL CHAIN LINK FENCE Landscape Architecture ^o � c t �\ - Urban Design FL LIGHT FIXTURE y / Ae/ \� c \ \� I CL I FP FOUL POLE O ' Site Planning GP GRASS PAVERS Landscape Architecture GRAVEL SURFACE � t�, 1509 Tyrell Ln, Ste 130 Ape / / / tit HP HAMMOCK POSTS Boise, Idaho 83706 c c ��. �� CC o, Ph. (208) 343-7175 \ NP NO PARKING STRIPING y / AM TYP OF 6 �� NS NO PARKING SIGN e—mail jba®jensenbelts.com PR / / / �� �c 5Q c ` �� + PB PICKLEBALL COURTS SE TYP OF 4 �� ��. + ��� _ PR PEDESTRIAN RAMP PS PARKING STRIPING RR RESTROOM 20 � / ,. 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Issue 70' Description Date 49' CZC 6-23-21 39'-6" REVOLUTION POST CAP. BID SET 9-29-21 12, RANDOMLY PLACE (9) DIFFERENT COLORS. GALVANIZED REVOLUTION POST. HEIGHT PER PLAN. SEE SPECIFICATION 321824 �X,I�� �10Ff i '4 a �--- 4" DEPTH X 24" DIA .71 *y CONCRETE COLLAR z 4 ° a ° 4" DEPTH 3/4" MINUS BASE ° DERO MODEL: BIKE HITCH o 4000 PSI FOOTING. LA-222 �� � (BY OWNER) CONTRACTOR SHALL BID �t ° a ON STANDARD MFG DETAIL N N SURFACE MOUNT ° a OF 30" MIN DEPTH X 18" MIN ���Il1i+IH{14111ti INSTALL PER MFG RECOMMENDATIONS. DIA. FINAL DESIGN SHALL COLOR TBD ° BE PER MFG STRUCTURAL r ° ENGINEER. 04 ° ■■■ i■■1 ° �l��I^A11lIAR ° d 4 d d ° JENSENBELTS ASSOCIATES Qo Site Planning r Landscape Architecture. Urban Design BIKE RACK 4 HAMMOCK POST Site Planning co NOT TO SCALE NOT TO SCALE Landscape Architecture 1509 S Tyrell Ln., Ste 130 Boise, Idaho 83706 75 2 WHITE STRIPES TYP 5, eh mail jba@jensenbelts.com nsenbelts.com GRASS NET POSTS PER SPECIFICATIONS. (2) II ^ 1 fill 111 fill h REQ'D. SET HEIGHT PER STANDARDS ° d ° _ ° CLEAN FINE SAND AS APPROVED BY OWNER. PROVIDE 5 LB SAMPLE FOR REVIEW AND APPROVAL Z00000�/ W ° a ° ° o o o o o 0 o o o o 0 o o o 4 ° o o o 0 0 0 0 ° ° ° °� ° °�° °�°�° °�°�° °�°�°4�° ROAD MIX PER ISPWC DIV 800 0 0 0 o 0 0 o o o o o o o o 0 o o o o 0 o ° c ih N < !`_J !`_J !`_J !`_J ! �_J !`_J !o O�Oo G o CONCRETE FOOTING - (2) REQ'D. SEE a a° �X�X MANUFACTURE FOR SIZE AND STRENGTH REQUIREMENTS. Z CURB AND BASE PER ° CIVIL DETAIL 8, SHEET ° BASKETBALL POST AND o BACKBOARD PER PLAN (4 REQ'D). C.DT.0 FOOTING PER MFG. (MIN 36" DEEP ° BY 12" DIA.) LOCATE POST ON ° / W BASELINE. a a cc U p o DRINKING FOUNTAIN PER PLAN c' 0 0 or 0 Q o TREE OPENING � � J SAND VOLLEYBALL WIt 5 co NOT TO SCALE N co a00 _ Q W = 10, 10, 30' 10, 10, 2" X 4" COMPOSITE NAILER BOARD. w Q ANCHOR SECURELY TO CONCRETEz > Q SYNTHETIC TURF SUPPLIED J AND INSTALLED BY GAMETIME Q O Z 3/4" MINUS AGGREGATE 0 W Q COMPACTED TO 95% Q NORTH r cc LU SKETBALL LAYOUT 0' 10' 20' 30' GRASSEXISTING CONCRETE W (:j)�A N Cl) SCALE 1�'10r a EXISTING CONCRETE aM AND BASE a ° AGGREGATE SUB-BASE o o�o� a PER CIVIL DETAIL 6, SHEET Job Number 1999 LIGHT DUTY CONCRETE PAVEMENT as ° CONCRETE CURB PER WITH THICKENED EDGE. SEE CIVIL CIVIL DETAIL 6, SHEET DETAIL 1, SHEET C.DT.3 - -` -` -`� o 0 0 o C.DT.1 Drawn Checked o J B A B W T 2"X6"WOOD BUMPER. COUNTER SINK ANCHOR BOLTS Lq Scale AS SHOWN WWWWCOMPACTED DECOMPOSED GRANITE - "' Sheet Title COMPACTED 3/4" MINUS AGGREGATE - � NOTE: SITE 1. 40 YARD DASH ELECTRONIC SCOREBOARD, TIMING, MATS, SYNTHETIC TURF BY GAMETIME, INC. GAMETIME DETAILS WILL PROVIDE AND INSTALL THOSE PRODUCTS AFTER CONTRACTOR CURB AND BASE PREPARATION. 2 BOCCE COURT 6 40 YARD DASH NOT TO SCALE NOT TO SCALE Sheet Number L1m16 Of Sheets Page 243 Item#11. h 5 t L - �ralcrnr FCy'rn.i E M»iaz W Z extra Pro Services Q O O —= y z d E E ao y i.Limfr LL H o c - _ j 0 p U a h0� W � d o > w/ m 3 Pn O, E. LAKE HAZEL RD. f F c Z = o < o az E Lake Hazel Rd Disu�'.- E Lake Hazel Rd E Lake Hazel d O 7._E`.3 Q U - — z_ 3 - o The Church of;) _ T o J Jesus Christ of Laitei.. o - _ <` LL G a C9 p J wm+.L. Fq �� _ - v LU DISCOVERY PARK PHASE 2 y c c.E O E aI y EAIehrH�Ln ' u ¢ N O V. Laughing Horse n z Boarding and Horse.,.T MERIDIAN , IDAHO evana6nngq ev,mv.rnmaLo 0lN N J Blindsource� � g d o z n C � E� o N Cutler•. p 0 C E P Y 11 41 _ 3 o U W A LL V A DISCOVERY PARK 0 a 3 U w C LL r r o E z N C) p _ ° o w sah v U � Q , NORTH Q T °w z Blue Sky Construction u N Y EColumbla Rd EColumGia Hd m o E Columbia Rd N �' - m C aE Z U � � o a mwa_a1 o LEGEND PROJECT CONTACTS VICINITY MAP FOUND BRASS/ALUMINUM CAP TBC TOP BACK OF CURB OWNER CITY OF MERIDIAN INDEX OF SHEETS C/O MIKE BARTON ® 5/8" IRON PIN WITH PLASTIC CAP TBCR TOP BACK OF REVERSE CURB 33 E. BROADWAY AVE. MERIDIAN, ID 83642 C1.0 COVER SHEET, LEGEND, & CONTACTS (�-,Q�' C1.1 NOTES Yt E IDI� I�'N* ® CALCULATED POINT TVC TOP BACK OF VERT. CURB W/O GUTTER TELE: (208) 888-4433 PublicCONTACT DIC,LINE tDAHCI MBARTON@MERIDIANCITY.ORG C1.2 TOPOGRAPHIC SURVEY WorksDepariment 48-HOURS ® FOUND 5/8" IRON PIN WITH PLASTIC CAP TOC TOP OF CURB Design&ConstructionSvpplementalSpaNEcabons BEFORE DIGgNC C1.3 DEMOLITION PLAN �� FOUND 1/2" IRON PIN WITH PLASTIC CAP WALK TOP OF WALK CIVIL ENGINEER ERICKSON CIVIL, INC. " r ■ F 1-800-342-1585 PROJECT MANAGER - ROSS ERICKSON P.E. G.GD.O GRADING PLAN - OVERALL ;r rpevF{' ■ ;" 0 SET 1/2" IRON PIN WITH PLASTIC CAP CONC CONCRETE SPOT ELEVATION 6213 N. CLOVERDALE ROAD SUITE 125 C.GDA GRADING PLAN -AREAA �. _SS Ss Ss - EXISTING SEWER LIP LIP OF GUTTER BOISE, IDAHO 83712 C.GD.2 GRADING PLAN -AREA B PCs 7 ` F TELE: (208) 846-8955 {C.GD.3 GRADING PLAN -AREA C �7 J�' W W W EXISTING WATER FL FLOW LINE CELL: (208) 867-3954 CN ROSS ERICKSONCIVIL.COM C.GDA GRADING PLAN -AREA D w CABLE EXISTING CABLE AC ASPHALT Q C.GD.5 GRADING PLAN -AREA E ■ ■� . PROFESSIONAL LAND SOLUTIONS, INC. C.GD.6 GRADING PLAN -AREA F 0 a 0 EXISTING CENTERLINE EP EDGE OF PAVEMENT LAND SURVEYOR PROJECT MANAGER - CLINT HANSEN P.L.S. C.GD.7 GRADING PLAN -AREA G Q Y EXISTING DITCH EG EDGE OF GRAVEL 231 E. 5TH AVE. C.GD.8 GRADING PLAN -AREA H LU Q Q MERIDIAN, IDAHO 83642 0 C.GD.9 GRADING PLAN -AREA I LL EG EG EG EXISTING EDGE OF GRAVEL CL CENTERLINE TELE: (208) 288.2040 C.GD.10 GRADING PLAN -AREA J O LU CHANSEN@LANDSOLUTIONS.BIZ LU C.GD.11 GRADING PLAN -AREA K } LU EP EP EP EXISTING EDGE OF PAVEMENT BOW BACK OF WALK �_ p C.GD.12 GRADING PLAN -AREA L U IRRIGATION NEW YORK IRRIGATION DISTRICT U � X EXISTING FENCE FG FINISHED GRADE DISTRICT 6616 W. OVERLAND RD. J p F/o EXISTING FIBER OPTICS GND GROUND BOISE, ID 83709 C.RD.0 ROADWAY-TYPICAL SECTIONS (208) 378-1023 C.RDA ROADWAY- S. RECREATION AVE. (STA 6+44.92 TO 10+55) GAS GAS GA_ EXISTING GAS CMP CONCRETE PIPE C.RD.2 ROADWAY- S. RECREATION AVE. (STA 10+55 TO 15+20) Z IRRIGATION BOISE PROJECT BOARD OF CONTROL C.RD.3 ROADWAY- S. RECREATION AVE. (STA 15+20 TO 20+08.49) ° o IRR EXISTING GRAVITY IRRIGATION RCP CORRUGATED METAL PIPE SURFACE WATER TOM RITTHALER C.RS.1 ROADWAY- S. RECREATION AVE. STRIPING & SIGNAGE (STA 6+44.92 TO 20+08.49) JT JT J, EXISTING JOINT TRENCH PVC PVC PIPE DELIVERY 2465 OVERLAND RD. S\0ALBOIS OHP EXISTING OVERHEAD POWER _1.00% SLOPE OF CURB (200 8)E,344-1141ID C.SD.0 STORM DRAIN - OVERALL �G\STE 41 � C.SDA STORM DRAIN -AREAS 1, 2, 4, 5 &6 PI PI PI EXISTING PRESSURE IRRIGATION EXISTING TREE PRESSURE PRIVATE SYSTEM OWNED & C.SD.2 STORM DRAIN -AREAS 3 &28 3 IRRIGATION OPERATED BY CITY OF MERIDIAN C.SD.3 STORM DRAIN -AREAS 7, 8, 9, 10, 11, 12 & 13 1-11-22 SD SD EXISTING STORM EXISTING LIGHT SYSTEM C.SDA STORM DRAIN -AREAS 14, 15, 16, 17, 18, 19 &20 -p 9TF OF �pP� =o' LS S T EXISTING TELEPHONE C.SD.5 STORM DRAIN -AREAS 21, 22, 23, 24, 25, 26 &27 O S K ER\��O CITY OF MERIDIAN BUILDING DEPARTMENT 6 STORM DRAIN -ACHD AREAS 1 &2SD. T/FO EXISTING TELEPHONE & FIBER ❑O EXISTING MAILBOX 33 E, BROADWAY AVE. C. • MERIDIAN, ID 83642 TOE TOE EXISTING TOE OF SLOPE _ TELE: (208) 887-242 C.DT.0 DETAILS -0 C 0" 0" ' • EXISTING CONTOUR Ili •• . . TOB EXISTING TOP OF BANK C.DT.1 DETAILS - 1 • 'Zr• 'Zr• CO WATER SERVICE CITY OF MERIDIAN WATER DEPT. C.DT.2 DETAILS -2 , : 00 00 � • �260p_� PROPOSED CONTOUR PROVIDER 2235 NW 8TH ST. C.DT.3 DETAILS -3 uGP uGP uGP EXISTING UNDERGROUND POWER MERIDIAN, ID 83646 ' C.DTA DETAILS -4 i Cn ss Ss ss PROPOSED SEWER EXISTING SIGN TELE: (208) 888-5242 C.DT.5 DETAILS -5 • 8" - SAN ( PROPOSED 8" SEWER C.DT.6 DETAILS -6 O EXISTING MANHOLE SEWER SERVICE CITY OF MERIDIAN C.DT.7 DETAILS -7 6" SAN ( PROPOSED 6" SEWER PROVIDER 33 E, BROADWAY AVE. MERIDIAN, ID 83642 C.DT.8 DETAILS -8 4" SAN ( PROPOSED 4" SEWER ® EXISTING INLET TELE: (208) 898-5500 C.DT.9 DETAILS -9 o 4 6 C.DT.10 DETAILS - 10 0w w PROPOSED WATER EXISTING FIRE HYDRANT a POWER IDAHO POWER COMPANY =LL SCOTT PINKSTON C.UT.1 WATER PLAN oU PROPOSED 1 WATER w PROPOSED FIRE HYDRANT TELE: (208) 388-5446 0 c.uT.2 SEWER LINE A- STA 1+15 TO 16+65 1-1/2"—W PROPOSED 1.5" WATER N� GAS INTERMOUNTAIN GAS CO. C.UT.3 SEWER LINE A- STA 16+65 TO 25+03.06m 20' W PROPOSED 2" WATER PROPOSED VALVE MISHELLE SINGLETON SEWER LINE C - STA 1+00 TO 1+48 F ZZ s" w PROPOSED 6" WATER S PROPOSED METER TELE: (208) 377-6863 C.UT.4 SEWER LINE B - STA 1+00 TO 5+58.44 0s EXISTING RESTROOM CONNECTION TO SEWER W� TELEPHONE CENTURY LINK C.UT.5 SEWER &WATER DETAILS ° 0 8 z " W PROPOSED 8" WATER @ PROPOSED BLOW-OFF JAKE FESSENDEN C.UT.6 SEWER &WATER DETAILS W >of �J 10" w PROPOSED 10" WATER 208-385-2107 w ® ® Q PROPOSED SAND AND GREASE TRAP JACOB.FESSENDEN@CENTURYLINK.COM 12" w PROPOSED 12" WATER C.G1.1 GRAVITY IRRIGATION - LINE A �W REVERSE PLATE STANDARD PLATE SWPPP J.E.C., LLC C.G1.2 GRAVITY IRRIGATION - LINE B 10 60 SD SD PROPOSED STORM DRAIN CURB&GUTTER CURB&GUTTER SMOOTH TRANSITION BETWEEN REVERSE PREPARER C/O JASON JONES zu) PI PI PI PROPOSED PRESSURE IRRIGATION AND STANDARD PLATE CURB & GUTTER 880 E. FRANKLIN RD. SUITE 307 ESC.0 SWPPP - COVER SHEET & NOTES 51, 10-6 MERIDIAN, ID 83642 ESC.1 SWPPP - PLAN AREA A 11 0. IRR PROPOSED GRAVITY IRRIGATION CONCRETE CURB AND GUTTER 208-340-2838 EP EP EP PROPOSED EDGE OF PAVEMENT ESC.3 SWPPP - BMP DETAILS a �3 CONCRETE PARCEL INFO. PARCEL # S1405212410 Z 3 EG EG EG PROPOSED EDGE OF GRAVEL T.2 R.1 E SEC 5 Z ❑ IRRIGATION BOX 2121 E. LAKE HAZEL RD. C SAWCUT SAWCUT — PROPOSED SAWCUT MERIDIAN, ID 83642 V ZONE: R-4 — — — — . — — . — — — PROPOSED FLOW LINE SLOPE DIRECTION OF DOWNWARD SLOPE ACRES: 76.876 TOB PROPOSED TOP OF BANK - � CABLE RISER Z Q } � ° Y TOE TOE PROPOSED TOE OF SLOPE a m z � `° POWER/ELECTRICAL � o 0 0 ————— ————— PUID EASEMENT DATUM + BENCHMARKS W 0 d W a Lai Q — — — ———— ——— ———— — — — — — — — — PROPOSED GRADE BREAK TELEPHONE RISER CONTRACTOR SHALL CONFIRM NAVD 88 ELEVATIONS AND LOCATIONS W JOB NUMBER: PROPERTY LINE POWER/TELEPHONE POLE / / % VAj FOR ALL PROJECT CONTROL POINTS PRIOR TO START OF W IDBI9075 SIG SIGNAL JUNCTION BOX CONSTRUCTION. DATE: 09/29/21 SIGNAL CO CLEANOUT ���� SHEET NUMBER: IL TO BE ESTABLISHED IN FIELD BY SURVEYOR w W BENCHMARKDETAIL NUMBER KEYED NOTE/ / / ��r� � CP#1 C7 Q GC_SHEET NUMBER � � ■ Page 244 Item#11. -- — _ W Z d 00 I` LU 40� G / d Z (L0 dos3O o,To-o3g0 _ - P oo _ _ aoo 's; n N z —TOP \ © ¢o c E E ` \\ AREA K � I '� e \ `` II i a z c EE SHEET E� © O .2 __ � 3 o U G \ Z C.GD.11 B"S 3UN - H o o U \ ® GO c E o r W o z N v U cn ; a E d ¢ cli �\ qs X III Z AREA A AREAL WI SEE SHEET s . ; SEE SHEET . / , \ qS e y CONTACT DICLINE C.G D.1 �. 0 \\ qs C.G D.12 : -HOURS I, ACHD ROADWAY I BEFORE DIGGING — — — �qs 1-800-342-1585 O _ S IMPROVEMENTS SEE ..C.RD" SHEETS in S I � -- -�- - - - - - - -- - - - - - - - - - - - - - - U - - `" q !— — �e— Lu 9 OE I S 0 is Y Z W < Q N. AREA B AREA C AREA D o w w — I ^ \I qS qS I � O - W : SEE SHEET _ — SEE SHEET SEE SHEETco - ' S - ;� C.G D.2 ; C.G D.3 C.G D.4 z w o a- �� �P S` $o `\ 3 nli 1-11-22 PLO q \ \I I S — AREA E AREA F I AREA G ; I • , i \ • SEE SHEET SEE SHEET ► �/ \ SEE SHEET . . . .0 00 .. .. .. . C.G D.5 C.G D.6 C.G D.7 _ • • - _ _ _ _ _ _ _ _ _ _ T Ah __ _ _ _ _ _ _ _ _ � _ _ _ _ _ _ _ _ _ _ T _ _ _� _ _ Abbreviations 2Z i � W TBC TOP BACK OF CURB -92 \ I I TBCR TOP BACK OF REVERSE CURB ¢z z. \\ T TVC TOP BACK OF VERT. CURB W/O GUTTER z 3 F I TOC TOP OF CURB AREA H -— — - — I AREA I I AREA J m 00 WALK TOP OF WALK SEE SHEET SEE SHEET SEE SHEET RC TOP OF RIBBON CURB Z a= CON CONCRETE SPOT ELEVATION g - C.G D.8 C.G D.9 C.G D. 10 m oU MA MATCH w z w w K U LIP LIP OF GUTTER Z FL FLOW LINE aLL Io AC ASPHALT z° I EP EDGE OF PAVEMENT OZ EG EDGE OF GRAVEL or CL CENTERLINE ti do� TOW TOP BACK OF WALK 3 m oY O S O FIG FINISHED GRADE Z GND GROUND CMP CONCRETE PIPE j RCP CORRUGATED METAL PIPE z - - - - - - - - - - — PVC PVC PIPE > � W ' W z r � 1 � � �_ I _ 00% FINISHED GRADE SLOPE OF FEATURE co o�o Z 1�\— —� ?E 4 X— 4 4 4 ",1 ?e �e � —X�� II \ O � w Y c�.i� m o w W d of T Zd d N J JOB NUMBER: IDBI9075 GRADING PLAN — OVERALL DATE: 09/29/21 0 120 240 Z SHEET NUMBER: FEET ui 0 F w C.GD.0 W W � Page 245 Item#11. SEE SHEET C.GD.11 - AREA K � o - _ ;`� � t a I. V °_79__�N , Ci Immmi 1mII *1� � � � �.� � � � � � � � � � � � � � � � � � � � � � � � s, s, s, s, s, s mmm mmm mm;ms, s, s, s, s, s, s, s, s, s, s, s, s, s, s, s, s, s, s, s, s, s, s, s, s, s, s, s, s, s mmmgs, s, s, s, s, s, s, s, mmm7.x mmmmmmmw � A� � � � � ��� • M mm m mmmm � � � � � � � � � � � � �1 pp 2Lo-Q�yy S z 7111 III 1 1 -3.7% I I \\ CON:2744.05° ° ono \\ \ \\v w u 6 Z Xl H - v U FG-MA:2743.09 I I I \ �9s > \ 2 AREA K ' - _ Y I I AC:2742.18 (/ \ 9s O O O' of \ \ SEE SHEET � O -N _ - 9 w b I 1 °\° o 0 0' 1 `,N r- 1 I 18 1.o°r°r RIM:2740.98 I f \\ ° 24 ° \ \ C.GD 71 a Z �s = - W 0 I [ 11 1J I AC:2742.os I \ o o O \\ \\ ii _ { a O o=.3 0 - 3 z III i I I 1.3°r° I \ 9s O o 0 ° r° \ I Q U o - o 11 1 I v 1 I� / \ 0 r� O 2j \ , AREA A AREAL O - o y v s 0 0 0 0 y n SEE SHEET \SEE SHEET _ ao° g I I N I / �4 CON-MA:2744.02 _ III + I I / sc v �0 0 o O y. �/ v I - c.GD.1 c.GD.1z - - _ �a o I I I \ 5. �3-�� o I I �f / ?>\ �? OOO o '' \ � �u� \�\\z 1ryQ I .I,, a -- - `U3oz IIII11 1 I I N1. I 12.00' / \ °° ° o oOo �` \ \ 2 _ \\ ._ _ -I� _ ` - y 24 ti ° �oy -- I I •f - // 080 \ 3:% 's 3 QQ``� o 0 0 0 ^� \ ° \ \� I', r a o z AREA B 1 °\° \ \ AREA C s - "'' o I I N // _\ O \ \Q�5 3 O O O O Oo0 O \\P \ v\ L SEERSHEET o 3 s o a o e E I I I I 11 / .f `1� \ ��� CON:2743.91 �\ \ , _ SEE SHEET SEE SHEET - o 1 I I I / :Cj \ O Cj O O O \ \ C.GD'3 \ C.GD.4 -1 1. N z I I I I I I 1 1 1 1 / v v �`'oo s ���`�. o 0 0 o v im , 12 y c.GD.z - - j1 I I I �� I �' \ 40 YD DASH -SEE LANDSCAPE o ° 0 °F\ 1 \ I `+ /p _ �\ o Ti, I I FG-MA:2742.85 11 I / AREA F AREA G _ f m I I ,v PLANS FOR REQUIREMENTS o ° o o `� CON-MA:2743.a1 -S AREA EETI I �v o -o» �I II I / S�/ \ �", i SEE SHEET SEE SHEET - / �` \ "s 120 0 0 0 °�\\ CON-MA:2743.17',. C.GD.5 C.GD.6 I C.GD.7 V a� e-'.- W o 1 11 I I I I % / \\ ° 0 24 0o ti \ _�_ � _ ` _ � __ 13 . - '. W I IIII I / 8° �s o�. o� v �� _ -\ O O o\o O ^O \ \ !Z c z N II III I I III I / ~ \\ ..9.... Aj�o o \Q� CON:2743.08 \\ I v O E� °'o a N W °j CON:2743.30 -.. \ SEE SHEET SEE SHEET SEE SHEET Q �' a z 3 IIII IIiIl ,' I I �( o \ s• o O O CON-MA:2743.22� AREA H i AREA I AREA J C1 o glZ �jIIII II , I �f -I I I II I % - : / _\ c.GD.B c.GD.9 c.G - - Sci\\\ 0 8� 's moo.. ° \CON:2743.11 I D.10 i z � 12 7 2742' 1T \ I i ° AC:2742.31 / o \ CON.2743.10 ° \ - a E d Q I o\° Q N . z z I - .h I / o \ 05 FG Y742.8537�� .1.5% o 0 0 IF ^? \ N o o W o IIIII I / "' \ N -_ - ............................................................ ...................................................................................................o................................2742......................................................................................• o / a o o L9 a °° \ a / \ 8° :2743.16 m w a T IIII III I I ��\ / CON:27aa.25 sc/ \\ ~ �s o� ° 5 ��x� t� �f f \ CON:2743.06 9s �. �0 IIIIII I I ° FG:2742.21 1 /� �1 I 1�/° 0.0% CON:2742.22 I 11 �� AC:2742.34 / r1l ..............................2743.......................................................11 II .......... . ... ........................................................................................ - - - - RADIN SHEET AREA KEY s CON:2744.50 v e \ r O O - N 274 .22� FG-MA: I I � I CON=AC:2743.37........................... `r f tf CON:2743.12 CON:2743.24) ° °3 , ° ........... ° / CON:2743.37 ° �1 °.... o... s 0 0 0 1 ii 1i 1 1 I I toi e Q CON:2745 2744 .............\... .. Q................. `.°° o r.o 9 \o 0 0 0, 24 , . \ ° CON:2743.36 11 I 1 �+ 1 c 2.0% 0.0%/ 1.0% 2.0% 2.0% a _'' 1.0°/a 4 �/ \ 0.4% 1.1°/ 1 1 1I 11 "I I I CON:2742.24 20 o e o a o a s ov. Ski v bv° 1I I I a - a a'�� �� t _ t� �a/ �� \ t� 9o�ot f 7 ° Keyed Notes 1 11 I =� I / o a ��n 7 N Q o a 4 �•/ •., N 7 o o\o u? 0 c -� 1 I 1 I I I I 1•9% CON=AC:2743.38 a a a o o a CON:2743.36 e 1.0% - _ - 1.0% - a - 1.0%- 1.0% -Ak_ __ __ _ a a - A -0.0/0 0.0/0 =11111- ° 1 AC:2742.36 ">.� \ qs �' 1. RETAIN & PROTECT EXISTING SIDEWALK. OOK�A►GT � 0OM .4/0 1 ° ° \ a 1A CON:2743.92 I I I I I _,r- FG:2742.71 1.0% CON=AC:2743.49 CON=AC:2744.38 CON=AC:2743.30 / \ �� ' '-I' 8 8 Sc 7 CON:2743.69 2. RETAIN & PROTECT EXISTING PHASE 1 PARK IMPROVEMENTS. BEFOM DIC3 1 1 1 I 1 I h CON=AC:2743.43 a CON=AC:2744.37 CON:27413.25 �so.: I 3. RETAIN & PROTECT EXISTING WILLIAMS PIPELINE GAS LINES-ALL WORK WITHIN ..• CON=AC:2744.50 9S. IIi I i - -- - -- - - --�' y/o 7.1-/0 aQ CON:2743.24 � �- 342 CON:2743.2 0 ° 7 THE WILLIAMS PIPE LINE EASEMENT SHALL BE PERFORMED IN ACCORDANCE I III 1 0 / AC:2742.36 - 1.0% 1.0% ' 1. % 2Q 1.0% 1.0% 1.0% 5.50' CON:2743.24 �� 0 WITH THE CURRENT EDITION OF THE WILLIAMS DEVELOPER'S HANDBOOK. 1 I I / a 5.50' 1.0% is ---\ - -CS 1a ,��. /° 4. NOT USED. III � 1 I I ti ,�, FG:z744.00� �lI 1.0% " , �-- /,lv� ... 11 I1 I �� o ' P nIT � - \ 5. ONSITE RIGID CONCRETE PAVEMENT SECTION WITHIN HATCHED AREA TO ALIGN 1 1 `�' 't(I PICKLEBALL 13.00' PICKLEBALL � WITH GRASS PAVERS-SEE 2/C.DT.3. FG-MA:2742.83 a I %: 1.0% CON:2743.57 I I I - r a `^" � e 7 CON:2743.61 \r> ; 6. CURB&GUTTER SEE CURB AND GUTTER LEGEND FOR CURB TYPE. N 1 1'I 1 - 1 i / 7 10 COURTS 10 8 1 8 10 COURTS 10 1 0 \ 7. ONSITE CONCRETE SIDEWALK-(SEE 6/C.DT.0). W // 18 ° 8 a 0 0 8 1.0°k : �� \ 8. THICKENED EDGE CONCRETE SIDEWALK ADJACENT TO TENNIS AND PICKLEBALL Z CA I .: : 11 1 11 -3.3%0 ------'--- ---- - - FG:2745.00_ -- __ _ ___ _ -- -: . N : o/ Sc\ a COURTS (SEE 1/C DT 1). Q III :' ___- ---- -- ': --- -- - - - -- -- -- \ tip; 10--2 ° 78 9. BASKETBALL COURT CONCRETE PAVEMENT-(SEE 2/C.DT.1). �_ 0 I I �------ - - �--- T------1 --- o - �742 - _ o 0 0 0 0 RIM:2741.82 CON 2743.h , - - ---- . : % ° : ---1.0%- ..-1.0%-- \ j 1.0% 1.0% 1.0% 1.0% `4 ° CON:2743. . J 10. TENNIS&PICKLEBALL COURT ASPHALT PAVEMENT SECTION-(SEE 3/C.DT.1). � Y _ I � 18 \° - - - : °o : -1.0% II -1.0% I - TI N ° r\ -\ Q 11. ASPHALT PATHWAY-(SEE 5/C.DT.1). w Q Q I � I I I : �i� ---: 10.0%, -11.1/o CON-AC:2744.50 CON-AC:2744.37 . 2 a- - 17 \ Lu 12. CONCRETE RIBBON CURB-40 YD DASH-(SEE 6/C.DT.1). �_ I I I T / - CON:2744.50 I CON:2743.25 �� °'r,�s° h� sc� 13. UNDER SLAB AND UNDER FOOTING EARTHWORK PREPARATION REQUIREMENTS- FG:2745.99. ° CON=AC:2743.43 8 ° CON=AC:2744.31 8 18 �� ° �3\ tit / O w CON-AC:2744.44 _ . i SEE 1/C.DT.2 .CON AC:2743.30 CON:2743.38 `. o W : 1 Q ( ) :. m I I I 193//` v ° : I - _ - - - -- -- \ -- o _ I - -- o �� ° 14. THICKENED EDGE CONCRETE SIDEWALK ADJACENT TO BOCCE BALL COURTS I I `:.° • ° � a a- ° -1.0% CON. 3. 3 - 1.0% a 1.0% p AROUND COMPLETE COURT PERIMETER SEE 1/C.DT.3 . I v 1 1I : a a a 1 N N )-( ) U 1 I ,I - : i a E a o o 1.0% 1.0% 4 °~ 7a I ��% r U Cn :: FG-MA:2742.94 I 11 A: 9 Q 1.0 0 �7 - 1.0% M °-1.0/a a a a o / ' 7 - 15 O USED li I li I I I ;' / ,' CON:2743.38 ; g a a 7 - -ICON:2743.87a a a�1 CON:2743.25o0 16. ONSITE ASPHALT PAVEMENT SECTION -(SEE 3/C.DT.3). . / - - - - - °- - - ° -- CON:2744°08 � 71 /I - a I T � I I I TBCR:2743.98 (D 17. STORM DRAIN -SEE"C.SD"SHEETS. � 1 I - 1 I I 1 FG:2747.00 1 -1.0% / CON:2744.10 , w a �� _ "� ° LIP:2743.45 18. CONSTRUCT SWALE WITH POSITIVE DRAINAGE TO INLET AS SHOWN. I I N /' 4 a <., 2)° a CON:2744.22 V w a I \I o N / 1. ° I CON-AC:2743.43 $ CON=AC:2744.44 13 22 .1.0% a �° I ..ti \ / ° LIP:2743.26 6 19. ADA PARKING, LOADING AREA AND ACCESSIBLE ROUTE TO BUILDING- GRADES IN 0 I I II 'I ' I h ° - / �� TBCR:2743.80 W THIS AREA SHALL NOT EXCEED 1.9/o IN ANY DIRECTION. NON CONFORMING o a 1 1 I I 1 I :. ° CON=AC:2744.50 I CON:2744.08 CON:2743.86 I I / : I 18 � rod TBCR:2743.76 WORK SHALL BE REMOVED AND REPLACED. I / : : ° I a / <\✓� TBCR:2743.79 ;: W 20. GRADE BREAK. : : CON:2744.28 a a11 II I I II 11 : -1.0% -1.0% 1 a a CON:2743.51 = TONAL I I 1. 17�2% 15.5%. CON:2744.40 a CON:2743.76 .� CON:2744.03 � y\ U) 21. CONCRETE PEDESTRIAN RAMP PER ADA STANDARDS-SEE DETAIL 6/C.DT.4 FOR ASS I °I° � .:: FG:2748.00;' l a a 7 I a r % 19 •••••• r��l ADDITIONAL REQUIREMENTS). THE LONGITUDINAL SLOPE OF THE PEDESTRIAN p� �G\STE 1 I' I v L• I _ _ /a FL:2742.99 CON:2744.11 W Q' t� 1 1 11 � 1 I N i' ?1 °..' RIM:2741.81 '^_- I a 1.0% Z1 1.0% °� CON:2744.12 W RAMP SHALL NOT BE GREATER THAN 12:1;THE CROSS SLOPE MEASURED Q 1 0/ . I N a a ..........:.... - 114� l 1200, '_� `V 1.0% Q• Q. PERPENDICULAR TO TRAVEL SHALL NOT BE GREATER THAN 2.0/o NO ---- I ° CON:2744.09 r N TOLERANCE IS ALLOWED ABOVE THE MAX. SLOPES. PROVIDE TRUNCATED 18.7/0 .3.0�° FG-MA:2743.00 I 1 I / �� 1.0% CON:2743.96 a CON:2744.14 ' ° Q1''�po ° i 16 DOMES PER ISPWC SD-712. TRUNCATED DOMES SHALL BE TRAFFIC YELLOW. ;' I : I a use LIP:2743.26 ° I 1 / FG:2748.54 0 CON: ' CON: °I` \LIP: / i J'/ 1-11-22 �O 17 / III :I -6,5'/0 1 950 CO 3. 4 \ 23. - REQUIREMENTS. a CON:2744.05 22 SHELTER SEE ARCHITECTURAL PLANS FOR REQU 9TE OF �pP \� 21 / 18 al 10 I41 -- �\ N:274 8 6 ��.�?% / c, COMMUNITY GARDEN EARTHWORK (SEE C.DT.2). �sS �S� 1 I 1 I / I CON:2744.- 4 ' A' �? 21� 21 AC:2743.23 /( ER\ 7 roe 24. GRASS PAVERS SEE LANDSCAPE PLANS FOR PAVER REQUIREMENTS. SEE 1 I '\ - Ia n Qo \ CON:2743.52 i o 20 I \ o N \ CON:2743.99 °2� ^o\° � \• ! ~ CON:2744.07. 4 DETAIL 5/C.DT.9 FOR SUBGRADE PREPARATION AND BASE ROCK REQUIREMENTS. 1 : o I �° / z?° . I I 11 1 ��_ 8 TENNIS 1 1.0% o` 7 :•''CON:2744.12 CON:2743.54��� " . f • 1 Ii o 0 20 0% / • II I RIM:2740.35 / 30 : �� 0 7 \\ CON 2744 �Q :?�, �� �. • �. �. 1.0% COURTS 1.0% I �� � • 1 1 1 / 14 \ CON:2743.94 eg 29 a ?�°; / .. .. .. . / 5.50' \ ° l0 �„ AC:2743.25 O/ `� ' ` .. .. .. • \ I / 8 a o)a� CON:2744.15 21 // TBCR:2743.25 6 • • • • I ° . � '• LIP:2742.72. BOCCE . 1 . CON:2743.55 11 : I 1 I 1 // Ac:2742.30 17y9% I -10�.7% 10 ^ BALL COURT 1 7.0� CON:2744.10 16 :2 ° ' 1 I I \ / I F :17.8%: - -02% SEE 1 1 I ° z3� 8 ,� Curb & Gutter Legend 5.50' r4 jai �� .. 1 1 1 1 AC:2742.18cn I I II co 1 / I 7 I LANDSCAPE 7 1 14 a o ps/ ~ LIP:2742.60 - ` I I I N 1.0% PLANS FOR / : U a AC:2743.27 O TBCR:2743.13 1 /'• r 1 N CON:2744.25 �� / 1 ' I I I 1// . I --. ' FG:2743.17 EQUIREMENT �� �, ?�° ^ ° 6"VERTICAL CURB AND GUTTER(TBC)-(SEE 1/C.DT.0) I I 11 r.0o a� / CON: �5' o CON:2743.57/ AC:2743.26 -1s/° I I � I II 1 N �` I I Bocc>= 7 7s, ro,, 1 , V 90 I : I 1 II 0 14 ° 1 ALL COURT 1 ~ ?fie o �4% / 20 LIP:2742.47 a a, . I I I r- �� -1.0% / CON:2744.18 FG-MA:2743:9 I N I 14 / SEE ° : TBCR:2743.00 w 1.0/ CON:2744.13 _ sz n . h . / " REVERSE VERTICAL CURB AND GUTTER TB R (SEE 2 DT./ 6 S C CU GU C S /C 0 7. o 0 LAND APE SC ( ) ( ) I I 1 II � I I a ti CON: ti� � a - Ii I I ? I oo N ` / PLANS FOR / ow 1 • N 18 QUIREMENT AC:2743.27 I IIII 1 - 38° N � I -1.0% -1.0% / FG:2743.3a ti Lq o d I : o - TBCR:2744.07 AC:2743.28 z I 1 I I : j ;' N a1 9.51' A PROVIDE SMOOTH TRANSITION OF GUTTER PLATE FROM TBCR TO TBC a� ') 1 I I E I I : `� 7.0% CON=AC:2744.50 a o I / F _� 54 �� I I I N -17.6/o: 1.0/o LIP:2743 1 g zu 1 1 1 I I 8 I CON:2744.40- 3.7/o RIM:2741.98 a AC:2743.29 o ° ° CON=AC:2744.38 CON:2744.27 / z I m 1 I 15.410 '. .1,0% CON=AC:2743.43 I / 1 . .. . o - -°° - -� - - 0/ ° o I I I II ''- FG:2742.71 -1.0% 1 / "' a I / ?0�� ° ?� N 1m ;:F 'n 1 e - _ °\° - a- - \ __ 1 7 a o I1 I I N CON:2743. .. � � .37 ` a ,,� 1.o°i° a .. .�/ �� -1s°io o e-1.o°io N 18 e . Notes oa I I1 I 1 II 18 N *. . . 1. *. t � � ' i Lo ° ��� � 03 I I I I 1�1 -s11�% I � CON:2744.33 1 CON:2744.27 ° o ^e 6 , 1. ALL WORK WITHIN THE WILLIAMS PIPE LINE EASEMENT SHALL BE PERFORMED IN w� I CON:2743.38 7 I -1.0% 0 1.0/o. 5.7% N 9 O CON:2744.50 ` "' )~ s o °� ACCORDANCE WITH THE CURRENT EDITION OF THE WILLIAMS DEVELOPER'S o� I I I 1 � '• CON:2743.37 /I a L' I _6 4i: �� >z HANDBOOK AND THE LICENSE AGREEMENT FOR THE WORK. CONTRACTOR > o: - I // I CON:2744.27 a CON:2743.99 16 .' . SHALL OBTAIN A COPY OF SAID DEVELOPER'S HANDBOOK AND LICENSE Of w I ' I I I I / I a-1.0% �' 0 10 AGREEMENT PRIOR TO BID-NO SEPARATE PAYMENT SHALL BE MADE. PROVIDE to 11 11 III 1 17 � Eo `� / I CON:2744.18 g� 1% WILLIAMS PIPELINE 48-HOURS NOTICE PRIOR TO PERFORMING ANY WORK E. h I % ��` / CON:2744.05; FG.2742.96 ° WITHIN THE WILLIAMS PIPELINE EASEMENT.A REPRESENTATIVE FROM WILLIAMS € I I I ti \�5°Io�. �' 1 • 7 LIP:2743.41 2.2/0 � PIPELINE SHALL BE ONSITE AT ALL TIMES WHILE WORK IS BEING PERFORMED lo 11 .. :• ,n Ir a �o I FG:2743.34 / I ��% TBCR:2743.94` 16 WITHIN SAID EASEMENT J FG-MA:2743.19 - : I 1 0 ° % % FG:2743.31 / I /LIP:2743.64 2. SEE SHEET C.DT.2 AND THE PROJECT GEOTECHNICAL REPORT FOR >� � 1 I I1 lI 1.oI° 20 EARTHWORK REQUIREMENTS. ow I /� ; TBCR:2744.17 \° N� rG II ;` : 10% // .1.1% I RIM:2742.59 / / -1.0% °� �� 3. SEE ELECTRICAL PLANS FOR SITE LIGHTING REQUIREMENTS. w3 II `. I CON:2744.29 I I I , � I I I I // I � z TBCR:2743.87 _...•..................2743 ; 4. ALL PEDESTRIAN RAMPS SHALL COMPLY WITH ADA STANDARDS. THElo �` / :CON:2744.41' a LIP:2743.34 LONGITUDINAL SLOPE OF PEDESTRIAN RAMPS SHALL NOT BE GREATER THAN I I I I o / 1 1 6 LIP:2743.86 Y I I ,�1 �4 FG:2743.56 / OBTAIN OWNER'S a ^� 07% \TBCR:2744.39 12:1;THE CROSS SLOPE MEASURED PERPENDICULAR TO TRAVEL SHALL NOT BE o 03 11 e.i I I I FG:2748.54 �!s° f / MOCK UP APPROVAL FOR c^ �q% 1.oi, r s° TBCR:2744.02 GREATER THAN 2.0%-NO TOLERANCE IS ALLOWED ABOVE THE MAX 1 I I �� / N RETE FINI H PRI R T ry cn 1.0� �` TBCR:2744.06 `TBCR:2743.97 LONGITUDINAL SLOPE, OR CROSS SLOPE. NON COMPLYING WORK SHALL BE I 1 \ CO C S 0 0 N o / 1 I 1 11 �o,� 18 : / 4.2% �^5 LIP:2743.44 REMOVED AND REPLACED. /� `L1 a LIP:2743.35 LIP:2743.49 LIP:2743.73 1 I f \� V j PLACING CONCRETE TBCR:2743.88 5. ALL SIDEWALKS ARE PEDESTRIAN ROUTES AND SHALL COMPLY WITH ADA . II /: 1 TBCR:2744.03 a LIP:2743.53 TBCR:2744.26 I 1 _ / o LIP:2743.50 �� o.8j /� STANDARDS. THE LONGITUDINAL SLOPE OF PEDESTRIAN ROUTES(EXCLUDING 1 �I I I 1 1. `\ / 1 %'o8i / CURB RAMPS)SHALL NOT BE GREATER THAN 5.0%; THE CROSS SLOPE Q z I I I I 1` / 1 / 7 6 1'si / MEASURED PERPENDICULAR TO TRAVEL SHALL NOT BE GREATER THAN 2.0%- n - FG:2743.19 FGG 2743.53 CON:2743.72 CON:2744.42 6 LIP:2743.89' w 9oI0 / I a LIP:2743.49 Q 3• ° NO TOLERANCE IS ALLOWED ABOVE THE MAX. LONGITUDINAL SLOPE OR CROSS a .. () (0 "o Y i� 18 : "4•g% _/ TBCR:2743.80 -1.0% TBCR:2744.02 TBCR:2744.42 1\ W z } v v 1 1 I I 1 / 1.o°r°r° ' :` 1.3°� TBCR:2744.38 \ ' I SLOPES. NON COMPLYING WORK SHALL BE REMOVED AND REPLACED. Q m z cco Of I I I I I FG:2743.54 ° LIP:2743.27 � o 0 0 0 } O.go TBCR:2744.21 6. SAWCUT EDGES AT PAVEMENT MATCH LOCATIONS SHALL BE SHARP, CLEAN, w 0 w N m 11 III 23 �4, n n n l= / 9 :BASKETBALL 9 0} TBCR:2743.87 ' - a 0 � Z I I AC:2743.12 COMMUNITY GARDEN ` °I° 1� �I 200/ - TBCR:2743.93 LIP:2743.68 ° UNDAMAGED EDGES. DAMAGED ASPHALT PAVEMENT EDGES SHALL BE ¢a = a FG-MA:2743.28 I I s I 1��! COURT FG:2743.01 a LIP:2743.34 FG:2743.24 LIP:2743.40 LIP:2743.84 ti RE-SAWCUT PARALLEL TO THE SAWCUT LINES SHOWN WITHOUT JOGS OR NEW o w a ■mmmo I6 mi6I�1mmmm ILL mmmmmmm�.` wmmmim�immmmmmmmmmm* ���� NME = =������� �� ���'������� �������� t•a� ��� t ������rr���r������it��������� ANGLE POINTS. NO SEPARATE PAYMENT SHALL BE MADE FOR ADDITIONAL a a o Z 16 SAWCUT OR PAVEMENT REPAIR. Q SEE SHEET C.GD.2- AREA B 7. RIM ELEVATIONS SHOWN ARE AT THE CENTER OF THE COVER-COVER SHALL � JOB NUMBER: SLOPE TO MATCH SURROUNDING GRADES. 0. IDBI 9075 8. TRANSITIONS BETWEEN STANDARD GUTTER PLATE CURB(TBC)AND REVERSE /1� DATE: 09/29/21 N GUTTER PLATE CURB(TBCR)SHALL BE SMOOTH WITH NO STANDING WATER V GRADING PLAN AREA A PERMITTED IN CURB LINE. J di Q SHEET NUMBER: 0 20 40 � Q C.G D A FEET w V Page 246 Item#11. 6 SEE SHEET C.GD.12 - AREA L 6 = o ■ T13CR:2744.92 T13CR:2745.09 A1� LIP-2744.50 TBCR:2745.33 \oo/ LIP:2745.27 0 3,10 0� \\ � LIP:2747.25 \ Q�` J �I _ IL g - d Ns . / TBCR:2745.80 \ s `" ■ \ u ° - N °TBCR:2745.04 °\° TBCR:2747.51 o TBCR:2 47.78 o a== z 0.80 LIP:2744.56 LIP:2744.80 TBCR:2746.24 ��/ '?O%e LIP:2746.96 ?,� ■ \�\' W w a o ;o N N // TBCR:2745.13 ug LIP:2744.85 a LIP:2745.71 CON:2747.07 \ s, \� 17 AREA K > TBCR:2744.47•'•,., 15 TBCR:2745.46 �, 1, f°' p LIP:2747.12 CON:2747.18 ?DO SEE SHEET W LIP:2744.92 TBCR:2745.38........./....... 1.7% 4 ■ 1 - w ■ LIP:2743.93 2 CON:2747.00 1 Q s: \ 4 "� T O ~ i N V ti '• LIP:2744.60 ........... �v .o : 1�CON:2747.30 � �/ �0° � � �� S c.Go.11_ ���o �o o S.p CON:2747. 0 q ■ \ t w TBCR- LIP:2744.95.. T13CR:2745.69 10 \ O ■ TBCR:2744.74 e _ CON:2747.67 ■ - - _ .3� d 5 Ft� 1 LIP:2744.56 45 of _ - A z 27 N LIP:2745.16 TBCR:2746.37 LIP:2746.78 v`0� o �� ��s __ `"- ti o 0 ■ _LIP:2744.21 ° - `78% :-fp o a Q• 10/ of CON:2747.55 \ \ -_ FG-MA:2746.12 ■ \ Q U t F 1.0% 2.3% 1.3/0 0.8% , ° LIP:2745.84 ^� :~ 4` CON:2747.11 ° ° .5'9,� °\° \ \ 2 AREA A AREA L - ■ o\_ LIP.2744.91 �N h 1,p0 CO :2747.43 E° .s ■ - - - a ` Z R _ TBCR:2745.09 I° / TBCR:2745.76 ?° 16 LIP:2747.06 6p% fo y� 9s "'' / \ "e i O _ f SEE SHEET \SEE SHEET _ a o a g ■ / 6 TBCR:2745.44 / ° o ■ ° _ - •o =a ti �� o If \ / - _ LIP: LIP:2746.4�39C� ° 9 CON: \ C.GDA C.GD.12 TBCR:2744.91 LIP:2745.23 N N:2747.10 �� of too L Ju ° h ° I� 1 ■ u \ i Q 11 I, o W TBCR: �° TBCR:2745.28 °• TBCR.2746.9 / o �� - ■ ..• TBCR:2744.95 °\o / aj CON:2747.12 �, of Q Q. FG-MA:2746.20 _ o s LIP:2744.75 y� 4 ?oi ° �. o / 12""" ■ ■ LIP:2744.38 �vs �;` coN:2747.19 \ •1, �95 c MARKER ■ rndd N a = O I 0\1 „ o E- v C7 LIP:2744.39 � 15 `� •••••••" LIP:2746.58 16 \ ti ��� s � ; AREA B AREA C AREA D 8 3 0 0 ■ ^^ 274711 9s 0 / ti s� k o N H _ _ LIP:2744.42 ,G \ A5�6 _ ._ E - 1.6% ` ° o TBC d �� 0 ° / \�\ �� ■ L,L SEE SHEET SEE SHEET SEE SHEET U ` -/, - , - , - - - 1•p j Z3°I° TBCR:2747.55 \\ CON:2747.48 d Q 9 / \ �S'6 \ 1 �■ a C.GD.2 C.GD.3 C.GD.4 N z M/.: LIP:2747.02 CON:2747.60 7 ° s / :L \ 2 \ � 3 _- TOE ■ - - - _.,` - \ -- C� y ci / LIP:2746.33 0� I CON 2747.54 "s �80 / // \ \ 11 °I, 1 •� T \ - � f \ CON:2746.72 b• ■ TBCR:2746.86 ° CON:2747.01 �� `�I \ ° _, - -'C-- '� o If \ o 0 w / 9 ° \ ° �� CON:2746.71 "e \ } ■ Q AREA E I AREA F I AREA G \\ 0_ E- 9 / : : \ 2 \ ■ SEE SHEET SEE SHEET SEE SHEET \ _� 6 E Y 7 \ qS --- a ° C.GD.5 �C.GD.6 T I S C.GD.7 T = ■ 11 c3 a°lo \ �,� 1 \ CON:2746.58 CON:2746.80 off ■ I �V/ I �` ...... g 41 ° W \ a l0 .0.2/° J` --- d 1Z.00' \\ // i ° ^ ° go,° AREA H I ' AREA I ARE G1 0 e o o o 0 9...... .- ° ° CON:2747.18 /\\ 9s o l0 d \ e �� ' ■ W I A J V U ■ LIP:2743 \ LIP:2744.99 1g°I0 / \ o �' ° ° ■ SEE SHEET SEE SHEET SEE SHEET Q aL Z ��`: Ooo d o o g \ LLJ _ 69 ° \ O o So ■ C.GD.8 C.GD.9 C.GD.10 '✓ 6 CON:2747.30 / \ -2.7/0 � y 7 = I H a / TBCR.2745.52 12.00' .o° CON:2746.66 ■ T13CR:2744.22 TBCR:2744.35 \ ate', \!h \ ° (/, L +L• Z LIP:2743.82 r'� J LIP:2744.69 '1�_0°� a cj e�� ° / \ qs o�e 7 4' \ a ■ M N ° N ° Q 5 J 8 L / ° �6, > H \ N o RIM:2745.89 �- Lu = a e Q ■ °�°, TBCR:2744.56 1.4%� T13CR:2745.22 -1.6ro 6 I / SG \ CON:2746.83 CON: �� ■ �,I,J N -= o ■ LI 2744.54 CON:2746.49 / a ° ■ - m w o m LIP:2744.03 TBCR:2745.64 TBCR:2746.16- d - - a LIP-2745.11 LIP:2745.63 TBCR:2746.63 \ Q� 9s ° 00% TBCR:2744.66 ' LIP:2744.64 TBCR:2745.07 ^J-1.0% � ■ LIP:2744.13 T13CR:2745.17- LIP-2745.39 LIP:2746.10 CON:2746.85 CON:2746.83 " \ '7•1. ■ N.....• LIP:2744.21 TBCR:2745.92 I' °� CON:2746.26 �: 1.8% ° CON: \ 7 9s �� 2.7% \ TVC:2747.25 8 ■ GRADING SHEET AREA KEY SV... F TBCR:2744.80- N-- -1.2% ° ° 2.0"/° to% / , Q TBCR:2744.74 •r TBCR:2745.13 -0.8%% _ .1�6/° d d�� �� s d Q gQ \ ■ ■ _ - - LIP:2744.27 .0 7% �\o LIP:2744.60 -o ��° f ^e ° ''•� ��I ■ ' \ LIP:2745.30 05/ \ �P ■_--2.3% M' 6 0 e i �° LIP:2745.69 0 16 ..•_0.7% /' -2.2/o }rn -0.5% e o e �6 s \ ■ o LIP:2744.87 I TBCR:2745.83 °,,� �*� TBC:2746.11 �� "� 2,3 \ c Od \ ■ LIP: TBCR: 0.8% LIP: %� °r t CON:2746.99 CON: 0.0% } Keyed ■ LIP:2744.41 LIP:2744.30 TBCR:2744.86.: I 0.7% -........ q� 0.0% _ j \ d I ■ ■ TBCR:2744.83 f- TBCR:2745.16 / TBCR:2745.84 CON:2746.04.. ° CON:2746.10 �� \ 5 \\ ■ 2 •. TBCR:2744.94 M LIP:2744.33 " " "' / LIP:2745.16 _ N e CON:2746.77 / \ qs CONTACT DICILINE f N o� TBCR:2745.64 } CON:2745.46 e ° C. 6 \ ■ 1. RETAIN&PROTECT EXISTING LIGHT AND ASSOCIATED UNDERGROUND. TBC:2744.88 TBC:2745.22y I` �zo CON:2745.43 A CON:2746.07;: ° a;,e-1._s°e"' TBCR:2747.28 TBCR:2747.41 \ 00 % \ 48 LIP:2744.46 LIP:2744.80 LIP:2744.76 �s TBC:2745.66 e.aa:;e,oaaoo, 21 i QaQap LIP:2746.88 - 13 0 1 \ / 2. RETAIN&PROTECT EXISTING GRAVITY IRRIGATION. . °� 6 b 0.3%,°° , TBC:2745.99 23° LIP:274 56 0 Q LIP:2746.75 \\ �m ° 5 5.0% \ 6EFOI�E DIGgNC, ■ / TBCR:2745.07 TBCR:2745.29 LIP:2745.24 _ o SAND VOLLEYBALL !/ ■ 3. RETAIN&PROTECT EXISTING FENCE. 1-800-342-=5 ■ . e° / \° o� CON:2745.50' ° qs ° ° LIP:2744.54 s ° �' 16 2 TBCR:2747.03 zq% 15 o:z°i°r° 3?�° I o �� ■ 4. RETAIN&PROTECT EXISTING PHASE 1 PARK IMPROVEMENTS. TBC:2745.58 ■ r0 _os/° - � '•• -osr TBC:2745.89 2° 6 TBC:2744.96 - 2745' N 15 y �\� CON:2746.58 a "s o \ ■ ■ �d. - 15 -TBC:2745.30 LIP:2745.16 = 6 o LIP:2745.47 LIP:2745.50 / � 9 \\ p0 \/ 5. RETAIN&PROTECT EXISTING WILLIAMS PIPELINE GAS LINES-ALL WORK LIP:2744.54 °' o. o �'' 12• \ CON: o LIP: ■ AC:2744.65 - LIP:2744.88 �N ° TBC:2745.91 0.7% AC:2745.90 o ° LIP:2746.44 \ d F 8 \ WITHIN THE WILLIAMS PIPE LINE EASEMENT SHALL BE PERFORMED IN •�� -- - AC:2744.79 AC:2744.98 AC:2745.12 AC:2745.30 ��AC:2745.44 AC:2745.65 0.7/0 °, 7 -3.8/0 �� e I TBC:2746.86 \ "s /� \ ■ ••..... , -�`' $ - -- 8S -23° ?q' o° ,� ACCORDANCE WITH THE CURRENT EDITION OF THE WILLIAMS DEVELOPER'S ■ LIP:2744.74 0" LIP:2744.82 LIP:2745.22 LIP:2745.52 ���Q / TBCR:2747.38 LIP 2746 50 \ qs cam4 / "' \ T LIP:2744.46 / 6 ° LIP:2745.12 \•''......a•...• �- °\° ' LIP:2746.72 ■ HANDBOOK. ■ 6 TBC:2745.16 °v TBC:2745.36 w�f N 6 TBC:2745.64 '\ LIP:2745.49 _1.0% *� ^ CON:2746.89 6 4\°i TBC:2744.88-e 4V -........�;1 4 TBC:2745.54 4W-' vv "' LIP:2745.54 c�, 22% I TBC:2746.92 �j ■ 6. CURB&GUTTER-SEE CURB AND GUTTER LEGEND FOR CURB TYPE. -0.5% -- N.� ---- J 0.6% p�0r°r° o TBC:2745.91 CON:2746.82 2 f TBCR 747 25 0.5% ■ °I° 's l 'a° 274S..................�9°0 \ - - ° \ d I / s \\ ■ N o° 051° �S TBC:2746.68 h\° / 9 ° 7 ONSITE CONCRETE SIDEWALK (SEE 6/C DT 0). W TBCR:2744.81 TBCR:2745.21 X° o LIP:2745.66 2a% \'w �� ,:__ e o.o% g. 6"VERTICAL CURB-SAND VOLLEYBALL,TVC- SEE 8/C.DT.O Z U) ■ ,�� TBCR:2744.92 LIP:2745.13 1.s/° 6 LIP:2746.26 \ �� ( )• Q LIP:2744.38 LIP:2744.28 b LIP:2744.68 TBCR:2745.37 a °\ ee°. CON:2745.60 LIP:2746.76 4; 2.2% ° LIP:2746'06 ems' / ■ 9. ONSITE ASPHALT PAVEMENT SECTION- SEE 3/C.DT.3 . ¢ 2 TBC:2744.80 LIP:2744.40 TBCR:2745.66 7/ �' °'�-0.9/° _ ■ ( ) � N C � -0.6%°'0 / LIP:2744.84 ° 2?i TBCR:2747.29 -z�% TBCR:2746.59 ° d ° A N.2748.02 o qs 10. ONSITE RIGID CONCRETE PAVEMENT SECTION-(SEE 2/C.DT.3). W LIP:2743.77 o ° `� �,.... 16 0° ��° TBCR 2746 ?e% - - ° ......° CON:2746.89 1.51 R2747.55 / �: p'y9 LIP'2747 02 0 1 TBCR:2744.65 CON:2745.49 e ° CON:2747.15 os/° .61` LIP:2746.25 TBC \. CO s E`er, Y m ITBCR:2744.30 2.a°r° ° -os% TBCR:2745.70 CON:2745.99 A7% N:274 . i CON:2747.08 LIP:2746.08 ° \ $ ■ 11. STORM DRAIN-SEE"C.SD"SHEETS. W < Z ■ LIP:2744.12 w 1 LIP:2744.63 0 -0.9% 4 CO• 2746.08 / a 4r° TBCR.2746.79 TBC.2747.11 1.0/0 ■ Q Q Q "2j TBCR:2745.05 TBCR:2745.16 N LIP:2745.17 e ° a 2746.69 ■ 0_ 0 �, CON:2746.13 I g� LIP:2746.02LIP:2746.07 -LIP: 747.25 I I 4 + I / TVC•2 12. NOT USED. ■ r- 44... �� IN 1 \` TBC:2746.62 16 <1 TBCR:2746.55 ° ° / \ 13. CONSTRUCT SWALE WITH POSITIVE DRAINAGE TO INLET AS SHOWN. LL LU ■ •0.8% _o� LIP:2744.52 - 4 T13CR:2746.60 TBC 747 / LIP:2746.20 :' \ 6 0.5% -0 9 \ 9s o.o°i ■ l A.S% :'.9 7% 1.0% I �p°I° -a �o X 1.5% "•� p b�q 14. ADA PARKING, LOADING AREA AND ACCESSIBLE ROUTE TO BUILDING- O W W ■"""' 1"' ...... LIP:2744.15 LIP:2744.53 ?a 1,0% ?o° /� °.1,0% 1.9/0 1 5o N 1.2/o a LIP:2747.358 \\ E...a GRADES IN THIS AREA SHALL NOT EXCEED 1.9% IN ANY DIRECTION. I Q TBCR:2744.52 -TBCR:2745.06 LIP:2745.24 �� LIP:2746.70 `� ■ } O CON:2746.25 q l TBCR:2744.68 1410 s/° 6 \'♦8 4` s2747.65/ \ s NON-CONFORMING WORK SHALL BE REMOVED AND REPLACED. �_ 0.8% LIP:2743.99 ----- ° TBCR: ° z / > \� \° TBC:2747.12 ■ LIP:2743.48 mU (V TBCR:2745.51 -2�9% LIP: 510 `' z.o% TBCR: > ° -2.0% ° LIP:2747.12� � \ •`. qs 15. GRADE BREAK. O ■ 'TBCR:2744.01- -1.4% o ° / T13CR:2747.18 Lj� / ■ LIP:2744.06 LIP:2744.98 .1.0% �� \ 16. CONCRETE PEDESTRIAN RAMP PER ADA STANDARDS-SEE DETAIL 6/C.DT.4 w ° TBC:2746.98 FG:2746.95 � ■ 0 / o TBCR:2744.59 :4 / CON:2747.04 \ 1. TBCR:2744.97 TBCR:2745.64 TBCR:2745.87 LIP:2746.07 6 s FOR ADDITIONAL REQUIREMENTS. THE LONGITUDINAL SLOPE OF THE ■" / M 14.00' LIP:2746.56 \ ■ F ■ _ TBCR:2744.42 LIP:2744.44 ° CON:2746.92 ° _ / _ 7 ° \ 1.g• PEDESTRIAN RAMP SHALL NOT BE GREATER THAN 12:1;THE CROSS SLOPE TBCR:2743.86 1s/0 Lu LIP:2745.34 TBCR:2746.60 ° ° LIP:2743.33�� _ LIP:2743.89� A.4°I° w / ° 12,00' TBCR:2746.90 4 RIM:2745.56 �S TBCR:27_46.72� / _ �\ \ �`� 9s ■ MEASURED PERPENDICULAR TO TRAVEL SHALL NOT BE GREATER THAN � v ■� �� o LIP.2745.11 a LIP:2746.37 d �° LIP:2746.19 2r°// �� a. �� \ A I° ?moo. 2.0%-NO TOLERANCE IS ALLOWED ABOVE THE MAX. SLOPES. PROVIDE z ' /a S PER ISPWC SD 712 TRUNCATED DOMES SHALL BE \ d ° a ° ' o` � � :•' LIP:2745.58 / ° � ° a //�. d \ � ■ TRUNCATED DOME - o a ° i i - W ° 1.8 / ° 1 aCON: \ qs °I° ■ TRAFFIC YELLOW. LIJ o ° oo ° 9 -�� TBCR:2746.11 6 ,�°\° a 2748.01 \ A� 1•s° // CON:2747.52 CON:2747.70 \ ■ 17. APPROXIMATE GRADING LIMIT. LIP:2747.63. d o ° 1•sj ° ° ^ o� `, -2.4% TBCR:2746.60 _ >� o '' 6S / N TBCR:2747.85 TBCR:2748.16, \ 7 ■ SS\ONAL Ff�G LIP:2745.62 �° -- -1,0°/° -2.0°/, LIP:2746.07` a / LIP:2747.32 ° ■ �� \STE �/f/ LIJ TBCR:2746.15 0c a 1 ° \ a `V TBCR-2746 �_ \ ■ Q� 33 :: 1200' a �� ° // CON:' ° o°° cl) w ■ _ 2.a% LIP:274 .8 LIP:2745.99 ° ° a TBCR-2747.93 t,1°lo °1° ° Curb & Gutter Legend 5 0 ■■ - TBCR:2746.26 i 1.2% 0 �rO ° \TBCR:2746.52 7 a3 ■ LIP:2745.45 / 1.0°r° CO 6.66 6 ° 11 0 �S LIP: \ ■ � TBCR:2745.83 � o � -1 s% TBCR:2745.98 / N:274 ■ �� LIP:2745.30 LIP:2745.73 ° o°I° ° CON:2747.82 ■ �q • -1.9% / 6 ■ 9 ° ° � '•'� CON:2748.28 ''•.............2748................................. ............................... 6"VERTICAL CURB AND GUTTER(TBC)-(SEE 1/C.DT.0) '�� TF OF ■ 1� 2.oi / , ° o ol° \ ■ `ss K TBCR:2745.96 -1.6 1 d �q ° �0, / �o CON:2747.53 91° n. \ ■ :• LIP:2745.73 9 4 / .• _ ° ■ LIP:2745.43 = 7 TBCR:2748.00 CON 2748 14 \ ■ o CON:2746.72 / ° /CON:274 .9 \ LIP:2745.30 a �•s� TBCR:2746.26 � � Au°I° �, / 1 LIP:2747.41 16 ° a CON:2748.25 \ / ■ 6" REVERSE VERTICAL CURB AND GUTTER(TBCR)- (SEE 2/C.DT.0) • , ■ TBCR:2745.69 :• "' o - TBCR:2748.00 b T13CR:2745.83 s / ° �� / TBCR:2747.94 „ ?_ o°\° \ CON:2748.23 �\ ' . . . • ■ -LIP:2745.16 LIP:2745.03 a� / ° ^�� 9 / TBCR:2747.86 -1.2% 6 �°,1'�0 i \■ �� " " • TBCR:2745.56 :' 6 A Q°I° `V 6 °o\° LIP:2747.33 CON:2748.11 _ CON:2748.76 i • • ■ t9% �o ° TBCR:2746.58 TBC 2147.86 �� �� • • , • :a LIP:2745.64 ••. 1 ■ " - Ia / LIP:2746.05 ° d a TBCR:2747.95 4 ::A$ - �o TBCR:2748.09 CON:2748.66 ■ PROVIDE SMOOTH TRANSITION OF GUTTER PLATE FROM TBCR TO TBC '• '• '• \o LIP:2745.08 LIP:2745.18 -1.7% TBCR:2746.17 i�? o°I° / LIP:2747.32 ° ° LIP:2747.56 / • • • ■ ® 1 ° / tz% CON:2747.60 CON:2748.31 � ■ TBCR:2745.61 TBCR:2745.71 15 LIP:2745.46 15 d / / CON:2747.90 °a°I° / , ■ •1.5% ° r ° LIP:2747.41 LIP:2747.54 °ae,A• �° R TBCR:2745.99 d TBCR:2747.50 o CON:2747.89 / \o■ LIP-2744.75 TBCR:274_6.33 ° CON:2747.52 CON:2747.98 �f °o� ' ■ > cv .LIP:2746.97 y r y ° // i TBCR:2745.28 1 s% LIP:2745.80 d ��, °°° ■ jTBCR:2745.42 6 :•A4°I° �i / LIP:2745.62 7 �z d 1 �? LIP:2747.55 ? ° q�\ °\ °. 16 • o : ° s - ■ Notes 1.ai LIP:2745.32 0 �� TBCR:2746.15 TBCR:2746.26 a 6 •2 0°% LIP:2747.39 Ao 16 s i -IP:2744.89 -1.5% -1.5% o -1.0%0 ° 0 ° / s°I°I e .4 °° ° CON:2748.63 ■ ° TBCR:2745.85 ° -2.9/° -1.7/° / b � LIP:2747.40 T13CR:2747.92 CON:2747.60 LIP:2747.40 6 ■ ■ LIP:2744.89 -2.3% 1.5/015°•..• LIP:2745.19 24% ��\° LIP:2745.73 6 ° 1el. LIP:2747.23 /° 2j 7 y Do.�'TBCR:2747.93 TBCR:2747.93 CON:2748.12 ■ TBCR:2745.43 15 TBCR:2745.72 ° ¢j/ '� ��o ` ° - 1 .... ° / ■ 4°I° �M TBCR:2745.79 LIP:2745.42 r TBC:2747.21 TBCR:2747.76 LIP:2747.32• _ 1 0°r °r f ALL WORK WITHIN THE WILLIAMS PIPE LINE EASEMENT SHALL BE PERFORMED _ ..........• / : - -1.6% b ° LIP:2746.79 T13CR:2747.85' Ao°I° °°.: 10° CON:27 774 IN ACCORDANCE WITH THE CURRENT EDITION OF THE WILLIAMS DEVELOPER'S � 04°I LIP:2745.30. TBCR:2745.95 ° N ° o / 1.z% LIP:2747.41 4 ■ LIP:2745 26`% ° / 7 _ TBCR:2747.94 ^o\ 2 N:2748.17 /CON:2748.49 ■ 6 1S/o o �° CON:2748.03 y Y °:• ■ HANDBOOK AND THE LICENSE AGREEMENT FOR THE WORK. CONTRACTOR F Fo oQI° �� ■ LIP:2745.10 TBCR.2745.68 2.2/0 TBCR:2745.83 ° w ? i: a 2p1° 7 CON:2748.02 6 � 1 CON:2747.97 ,� aQe,y4 ■ Q - 1.5% ............. .•• LIP.2745.15 / ° -1 0 SHALL OBTAIN A COPY OF SAID DEVELOPER'S HANDBOOK AND LICENSE o ■ T13CR:2745.63 / TBCR:2745.96, [ ? �/ CON:2747.53 0. 'o, ,;; CON:2747.53 LIP:2747.37 �AC:2747.73 OeI1`a° ■ 15 LIP:2745.16 f0 v n TBCR:2747.78 6• _ o\ o� 16 7 AGREEMENT PRIOR TO BID- NO SEPARATE PAYMENT SHALL BE MADE go TBCR:2745.53 �a LIP:2745.43 °c-1.6%; -2.2% a CON:2747.61 °?la A TBCR:2748.00 TBCR:2747.90 AC:2747.68 ��o f �° ■ PROVIDE WILLIAMS PIPELINE 48-HOURS NOTICE PRIOR TO PERFORMING ANY ■ LIP:2744.92 TBCR:2745.69 Ia i LIP:2746.35 ° LIP: 9° o� >� ° LIP:2744.99 1°? / ° 9 / �o\ LIP:2747.55 °° . -2.0% e 14 ■ TBCR:2745.45 - -2.4/0 i ° ° TBCR-2746.88 / CON:2747.52 - �o\ ° O0 ■ WORK WITHIN THE WILLIAMS PIPELINE EASEMENT.A REPRESENTATIVE FROM 0 r TBCR:2746.65 6 �w• / ■ 4°I° �M / ' �r CON:2747.07; LIP:2747.56 aa• 16 �1 2°I° /! WILLIAMS PIPELINE SHALL BE ONSITE AT ALL TIMES WHILE WORK IS BEING p• X ' 6 / v ° ° CON:2747.88 A / 1. o a� i w LIP:2746.12 ° � � � ?° TBCR:2748.62• o \l / ° ° ° 16 CON:2747.07 �r d o\° �o col° S q a o PERFORMED WITHIN SAID EASEMENT. ■� .oA I° - LIP:2747.40 .• - A• / 5 TBCR:2747.82:• AC:2747.45 15 ro g ■ �1" z.7°�° LIP:2745.08 010 ° ° os%° ° TBC:2747.08 �p� TBCR:2747.93 ° LIP:2747.29' AC:2747.51 �o� \ LIP:2748.09■ 2 SEE SHEET C.DT.2 AND THE PROJECT GEOTECHNICAL REPORT FOR 1 -TBCR: 1p ° os°i0 �, o"lo \ o°I CON: / ° ■ TBCR:2745.61 �. y. • 9 = / ■ EARTHWORK REQUIREMENTS. i ° f 6 CON:2748.01 / LIP:2747.27 / TBCR:2748.52 ■■ LIP:2744.74 i O° ° TBCR:2746.61 4'`,° TBCR:2748.00 TBCR:2747.95 ° zQ o e• 74 AC:2747.56 \ 3. SEE ELECTRICAL PLANS FOR SITE LIGHTING REQUIREMENTS. s LIP:2744.89 1.2% i CON: 0� o b �.............�........ \° y a �°;;e, o 47.99 ■ RIM.2743.74? 11 LIP:2746.08 : o ° . o� CON-2748.15 �o 'e\ A�1' CON: 1•s/° T 779 /AC:2747.62 LIP 274781 LIP: 4 ?LL TBCR:2745.42 1.9% ...... . -1.s°k CON:2746.95 1� ?, CON:2746.59 ° - ° ° LIP:2747.41 X ° TBCR:2748.34 1.0% ^N ? ° �g ■ ............ ""' i o, a LIP:2746.65 2.2/° TBCR.2718.27 ° / t 2.4/0 -1.2% ?� ONG TUDINA LSLOPE OF PEDESTR ANLRAMIPS SDHALLTNOTD BE GREATER THAN wz B R:2 P:27 CON.2748 00 1 s/ TBCR:2745.40 i ° G 1.6/0 o A:. ° --� 16 0°\° CON:2747.52 1.3% / z ■ - TBCR:2746.67 CON:2746.49 �'•>: CON:2747.79 �1 .• LIP:2747.76 ■ 12:1; THE CROSS SLOPE MEASURED PERPENDICULAR TO TRAVEL SHALL NOT o - LIP:2744.87 i ° ,r, LIP:2746.14 CON:2746.46 0/ f° d ° f 16 ■ BE GREATER THAN 2.0%- NO TOLERANCE IS ALLOWED ABOVE THE MAX ■ /1 _ o\ CON:2747.19 TBCR:2748.30 -1.8/0 w LIP:2746.13 LIP:2746.52 o°I° 1'z% LONGITUDINAL SLOPE, OR CROSS SLOPE. NON COMPLYING WORK SHALL BE w> �..• / LIP:2746.12 TBC:2747.69 1• �o_ o°lo ,1° N- ?) TBCR:2746.66 LIP:2746.53 :' ° �• LIP:2747.39 S. / TBCR: / ° CON: 5�°I° TBCR:2747.92 x RIM:2746.55 / LIP:2747.92 �z ■ y �• o, LIP:2747.81 ■ REMOVED AND REPLACED. �o TBCR:2746.80 1.10 1.1/o ?s° a' ��o°I° 6 0 / / S TBCR:2748.45 =0 ■ / / LIP:2745.85 i / o2747.741 ?? �. v� /'' •./ / TBCR:2748.34 -1.0% ■ 5. ALL SIDEWALKS ARE PEDESTRIAN ROUTES AND SHALL COMPLY WITH ADA �� ■ / :'' TBCR:2746.38 ;' LIP:2746.27 / ': / LIP. 2"/° °ery5°I° ° LIP:2747.35 Q/ f''2747 LIP:2747.58 1301° Jw LIP:2745.82 LIP:2747.02 LIP:2747.14 .2. TBCR:2748.38 ■ STANDARDS. THE LONGITUDINAL SLOPE OF PEDESTRIAN ROUTES aLL ■ / 1 zs°r0 TBC:2746.90 / TBC:2747.79 ° TBCR:2747.88 `� TBCR:2748.11o10 9 :'1' TBCR:2746.35 1°I° ol° 1.0% 10-10 1.0% a �� LIP:2747.85 ■ (EXCLUDING CURB RAMPS)SHALL NOT BE GREATER THAN 5.0%; THE CROSS LIP: �� CON:2747.33 LIP:2747.69 / / ?, E z° LIP:2745.48 18/° i� A LIP:2747.01 �� 0010 CON:2748.27 ° TBCR:2748.22 / 8° LIP:2747.72 ■ SLOPE MEASURED PERPENDICULAR TO TRAVEL SHALL NOT BE GREATER J LIP:2746.31 --- ;; `.22°/0 a q• Q THAN 2.0%-NO TOLERANCE IS ALLOWED ABOVE THE MAX. LONGITUDINAL TBCR:2746.01 / CO •''` •w ° -2.6% -1.8% 1� CON:2747.06 •' �•`° so, \° TBCR:2748.03 h/ TBCR:2748.25 ■ �a ■ �- TBCR:2746.84 TBCR:2748.40 27 LIP:2747.42 < 9j( 1 z% ■ ROSS SLOPES. NON COMPLYING WORK SHALL BE REMOVED AND Nw ° �° A o; 0 p a N 4813 f / / M TBCR:2746.48 ° / \�� TBCR:2747.54.:• A�1 j 10 ° T13CR:2747.95/ 9 \' a LIP:2747.50 REPLACOED. Yk M� LIP:2745.95 6 -1.7/° CON: 11 �o ■ w3 CON:2747.11 y ° °' LIP:2747.85 �,� // LIP:2747.81 ■ 6. SAWCUT EDGES AT PAVEMENT MATCH LOCATIONS SHALL BE SHARP, CLEAN, i ■Zo°I° � LIP:2745.92 TBCR:2746.71 TBC:2746.92 9.••.•" ,� 6 21� .. ■� LIP:2746.13 LIP:2746.18 '►� �;° - �%� �� o d / TBCR:2748.38 TBCR:2748.34 ■ UNDAMAGED EDGES. DAMAGED ASPHALT PAVEMENT EDGES SHALL BE •..... TBCR.2746.45 LIP.2745.92 :..`L A 6, LIP.2746.50 :• ' : d �o d ° 2,2°l0 d °\° / LIP:2747.85�` LIP:2747.67 3} /.. •• """""• • ••"' ON: ° 16 � sl o �' � � RE-SAWCUT PARALLEL TO THE SAWCUT LINES SHOWN WITHOUT JOGS OR >Y LIP:2745.34 TBCR:2746.66 1.1°/ TBCR:2746.45 �° / C2747.68 �- \ . / �' �' R.27 ■ 0 00 -1.9% Uo LIP: 4 OO /... 280r° ^• TBC 48.21 NEW ANGLE POINTS. NO SEPARATE PAYMENT SHALL BE MADE FOR z 03 ■ / LIP:2745.89 :~' / h1 O 1 ■ T13CR:2745.87 TBCR:2746.52 TBCR:2746.84 / S.ti1 0 16 A`' �° CON:2747.46 a '` / 2748........ 1V �� ADDITIONAL SAWCUT OR PAVEMENT REPAIR. T13CR:2746.42 y s �° �, / �� T13CR:2748.57 -LIP: ■ w LIP:2745.99 LIP:2746.57 ■ LIP:2746.31 j ° 747. d % `�' "".......•.... LIP:2748.03 TBCR:2748.66 ■ 7. RIM ELEVATIONS SHOWN ARE AT THE CENTER OF THE COVER-COVER SHALL o TBCR:2746.63 ;,, TBC:2746.99 .�010 o ti 7 1 � TBC:2 95� � ■ '/ LIP:2746.10 T13CR:2746.45 Ao°I° 00 011° 290r° iA� CON:2747.85 d 7 �; ,�� ■ SLOPE TO MATCH SURROUNDING GRADES. a �-11 ■ LIP: �° f '' a CON: A/ ' CON:2747.94 06 � 6 LIP.2748.62� \ ■ 8. TRANSITIONS BETWEEN STANDARD GUTTER PLATE CURB TBC AND REVERSE TBCR: LIP:2746.33 :1 o O �`\' /ti \ ?o° f 9 (TBC) ■ ° d `'•. �1.� a 6 ° / TBCR:2749.15 a - 0°I0 LIP:2748.27 GUTTER PLATE CURB TBCR SHALL BE SMOOTH WITH NO STANDING WATER b LIP:2745.92 6 TBCR:2746.86 CON:2747.80 °\° M / \ L• CR 48 80 ■ (TBCR) z �a� 1 �° <\�� a d d os% o TB PERMITTED IN CURB LINE. - L ■ 0 6 6 Nl i, o CON:2747.79 N \�_ o/ 2 rn o o, ° ........../........... ... .....2749...�...... LIP:2748 60 "' 0.5° w j 00 v � 0 _ w LIP:2746.08 TBCR:2746.72 �° 6..•g CON.2747.90 \ ° TBCR:2749.13 ° l / a c3 `° Y ■ TBCR:2746.72 ' / LIP:2748.63 z } °o TBC:2746.71 ............................ . L°I° a l0 TBCR:2746.61 LIP:2746.19 ee o ° a o• �� ^o ° �� a m o00 9 ■ ■ y e ..... .. .......A.. �N TBC:2746 96 i - C 27 �i °lo TBCR:2749.16 �° ■ N o o Q� e CON:2748.39 ON 2748 ° Z� / ° LIP:2748.67 ° ' °w Y N v m ■/ �o� N 1.2% 2.5% o LIP:2746.54 4 OO i ° 1.5/0 N ■ W Q V„•• z ' > LIP:2746.27 �a Bi TBC:2747.04 _; % d 7 7 ,��• TBCR:2749.20 TBCR:2749.27 ■ 0 w w ■ LIP:2746.29 LIP:2746.19 TBCR:2746.80 _LIP:2746.62 ' 4� ° O- ti LIP:2748.74Of immm�mmmmmmmmmmmmm mmmmmmmmmmmm mmmmm0mmm0mmm7immmwi" � � � � � � m � � � mmmmmmmmmmmmmmmmmmmmmmm .s>• m m m � � � � m � � � � mm mmmm mmmmmm mom mm � �.� � � � � � � � � � � � � � � � � mm ma Z a a o JOB NUMBER: SEE SHEET C.GD.6 AREA F SEE SHEET C.GD.7 - AREA G 6 � ID619075 N DATE: 09/29/21 GRADING PLAN - AREA C Z SHEET NUMBER wo 0 20 40 J C.GD.3 w FEET w .w � v Page 247 Item#11. SEE SHEET C.GDA - AREA D o _ mmmtoffmmmmM**Nmmmmmmmmmmmmmmm * mmmmm mmm �`� r- �I / 00 ■ / °� ,�� �1 I� ° � LLB '- \ a SP,Lu _ ° FG-MA:27460- .64 AREA K 3 T FG-MA:2746 83 ° / I O w - _■ / / / y 1�2 / � d \ SEE SHEET 13 - ■ 2 3 ®� RIM:2745.49 �� Iaz - - o ■ d j -j 2746...... ° V ■ ........................... - - y y 1N � .... AREA A\ " AREAL :.� o � p I V y y ZOE 1 �`➢0 1r -3.9% SEE SHEET r \SEE SHEET ° _ n¢g g ■ �j / / ° I I 11 C GD 1- \ C.GD.12 ° ,� o a 0 / ID L JIJ� NV1 �Q _ 3 og fill. z \\�\. _ U5 ,� a - � `OE / ? ° ��• o FG:2747.09 •....... 3 / ti / e 15 / I:I o� AREA C vs, AREAD a= o c s¢o '3 0 ■ FG MA:2746.59 15 ® 1 ' it m / U' AREA B \ 3 - E ■ / / 1 i ♦ / Q;;p I SEE SHEET SEE SHEET SEE SHEET - o i ♦ F- • . / / / kD ` C.GD.3 C.GD.4 s24� FG:2746.32 I / hI ° y ' C.GD.2 oo. ...... i 1 `FG:2747.62 FG:2747.09 .. ......./� 12 I � / + o�/ � I � - if _ \ �o �o o ■ „.......... / AREA E AREA F I AREA G \ \ 0. _ s o z i... r- I 1 / // o I ` SEE SHEET SEE SHEET I SEE SHEET \ O e o 13 ` N / I // 'o C.GD.S C.GD.6 C.GD.7 LL V o .3 - 2 ■ a d 0 2 w ® o a 3 ... ..: FG•2747 00 Ate\/ I I 1 ® o � ° rn W ° N / I � ■ '/ FG:2747.17-� I Q / I: - I o ■ CON:2747.36 r // / 5 Ip ( �� /// / / AREA Ia CON:2747.28 / 3.7% I ° �l Q I I I' S AREA H ET I S E S EET I S ERSH ET Q y' _ - >a Z i / I �a.6 ? N I e I C.GD.8 I C.GD.9 C.GD.10 d i o z I - / 13 I Qom' o�aT� Z a / FG:2747.45 I I I / I / I I I N N N w ° / 5 I 13 I I / FG-MA:2746.73 j/ a a E. a E d Z 1• I ■ .° 90 CON:2747.41 I I I =I I I d m w. o o m a Bo 0�X_ ■ a / I i ° // ar �� / I' FG:2747.09 e ■ TVC:2747.25 �/a 8 13 GRADING SHEET AREA KEY ■ -1.0% / / o I I -_L ■ / / CON:2747.49 0 FG:2747.83co ■ / / �� fo • I 26°,° 4.5, ° i o� I I ° Keyed Notes / o CON:2747.72 ■ // I / I I I ° ° / FG-MA:2746.8000NTACT° � 7 11i• ° > / CON:2747.91 0 I 12 1. RETAIN & PROTECT EXISTING PRESSURE IRRIGATION. �� ■ / � I I °� -- , v�;` / o // ^ I I II OLM 2. RETAIN & PROTECT EXISTING PHASE 1 PARK IMPROVEMENTS. 1 • a 14 I °� N l y �/ N i 4 3. RETAIN & PROTECT EXISTING FENCE. 2BEFOM � E 0 0 I ` CON:2747.73 i Q b o/ ` 4. RETAIN &PROTECT EXISTING WILLIAMS PIPELINE GAS LINES-ALL WORK WITHIN 13 ■ 1� I • - a a o cu FG:2747.31 I I ?� // / ti� I THE WILLIAMS PIPE LINE EASEMENT SHALL BE PERFORMED IN ACCORDANCE ■ I 13 a "4 S FG:2747.54 I II °° ° `I �� / I FG:2747 34 WITH THE CURRENT EDITION OF THE WILLIAMS DEVELOPER'S HANDBOOK. ■ CON:2747.91 y I I I ° I ,� Q 11 / 8 ° 5. FUTURE SKATE PARK-NO WORK IN THIS LIMIT. a ° / ■ I • � 8 �°a a _ --J I ,s oe // of ° 1 / I ° 6. CURB&GUTTER-SEE CURB AND GUTTER LEGEND FOR CURB TYPE. ■ I A� o ° 7. 6"VERTICAL CURB-SAND VOLLEYBALL, TVC-(SEE 8/C.DT.0). 94 > ti� > � / I N 1 0 0 5 I ° / Lu CON:2747.78 0 �o I -4.9% / / I 8. ONSITE CONCRETE SIDEWALK (SEE 6/C.DT.0). `. `11e6.:.. /'.: 3'�% a 9. UNDER SLAB AND UNDER FOOTING EARTHWORK PREPARATION REQUIREMENTS- z W `I > a CON:2748.16 PERIMETER GRADE BREAK I I �` `�� �.� � � � � � � � :� � � �,�°] � � �'� � � � � � � � � � � � � ■ � � � � � � � � � � � � Q = ■ \ 8 Ro 9 I (SEE 1/C.DT.2). ■ ° \o I FG:2748.13 0 ■ \\ ` a �� i�i `' I _ f I - 10. ONSITE ASPHALT PAVEMENT SECTION -(SEE 3/C.DT.3). _ ■ t5%\ l o e l 13 SEE SHEET C.GD.4 AREA 11. STORM DRAIN -SEE"C.SD"SHEETS. z Y o `•. CON:2748.03 I M LLI ■ TVC:2747.25 0°�° • ° ° o III I8.00'�' 12. CONSTRUCT SWALE WITH POSITIVE DRAINAGE TO INLET AS SHOWN. Q Q ■ \ CON:2747.90 . p ala 13 GRADE BREAK CON: I ■ \ o°i° • "" ° 13 I - L PLANS FOR REQUIREMENTS.14 SHELTER SEE ARCHITECTURAL � o CON:2747.75 10.00' °° iv O LU Lu ■ °\° > - I I 15. APPROXIMATE GRADING LIMIT. } ■ CON:2747.36 \ �/ • s'1 0 $ of 6 I V o CON:2747.48v • �� I 36. �' �: -10.7°i° II a I H O U) W ti� \\ • ° `� /-- �5j 5 / II FG:2748.35 Curb �[ Gutter Legend 13aFG:2747.37 "�� ♦ \ CON:2747.67 Q ♦8\1 a / o� 13 % / FG:2746.81 w w 9s FG:2747.23 h CON:2747.75 ' Qry�/ II I E 1 DT. 0 M ■ \ - --11 - ' \° FG:2747.42 / ��o II 16"VERTICAL CURB AND GUTTER TBC - SE /C 0 o a ■ ti Ali M �i/ 0 ■ :,.•.... ` \ , -5.0% _ - FG:2747.57 / V J _ 0.5% 11.0° I I \ C7 ■ ................. 12 � I TONAL F �o e' 6" REVERSE VERTICAL CURB AND GUTTER(TBCR)-(SEE 2/C.DT.0) \STE �'FF � I N V ■ ___� FG:2747.33 ItIt � W y RIM:2746.81 FG:2747.40 \ ;�,:... p I I \\ PROVIDE SMOOTH TRANSITION OF GUTTER PLATE FROM TBCR TO TBC 3 LIJ y y \ FG:2747.18 / FG'2 46 \y 3I 7 .67 ::..° \.................... °J ° II SEE "C RD"SHEETS I ■ G/ 2J 11122 �O \ $ - a.° '?� I I FOR IMPROVEMENTS �, qT P V) .........................................95..........2748....................................... \ - s� E OF \� ■.............. ......... RIM:2746.36 ~° II D R/ N :' WITHIN ACH 2WOW W I Notes � / \\ � 2j� ''~•• �" 11 �� I I I � III 9s "•.. ....... f : a D . \ 2747... I �qs N o a \ D I I ' ° ., 1 III ALL WORK WITHIN THE WILLIAMS PIPE LINE EASEMENT SHALL BE PERFORMED ! 0 . . • • ■ �� '• ACCORDANCE WITH THE CURRENT EDITION OF THE WILLIAMS DEVELOPER'S co .. " " - 9s ,47 \ z�S \ p I I I `�> I HANDBOOK AND THE LICENSE AGREEMENT FOR THE WORK. CONTRACTOR � • � � • ■ \ � ? (D SHALL OBTAIN A COPY OF SAID DEVELOPER'S HANDBOOK AND LICENSE °� °� i° ■ \\ \\ ti 1 I , ° ° ° I 07 AGREEMENT PRIOR TO BID-NO SEPARATE PAYMENT SHALL BE MADE. PROVIDE ' oC\j o ■ \ �� 9S c� \ 2W I�`" ° I I WILLIAMS PIPELINE 48-HOURS NOTICE PRIOR TO PERFORMING ANY WORK ' , WITHIN THE WILLIAMS PIPELINE EASEMENT.A REPRESENTATIVE FROM WILLIAMS u cn PIPELINE SHALL BE ONSITE AT ALL TIMES WHILE WORK IS BEING PERFORMED co ■ \ WITHIN SAID EASEMENT. • 2 ■ \ q� I I; { I 2. SEE SHEET C.DT.2 AND THE PROJECT GEOTECHNICAL REPORT FOR ■ \ ° ""••••....... ........... Ili I _ I I EARTHWORK REQUIREMENTS. \ 9S ....2748........................... ' ° .: ■ \ 8 IL` 1 I I I 3. SEE ELECTRICAL PLANS FOR SITE LIGHTING REQUIREMENTS. ■ \ Ws.° �s 13 ACHD ROW I �''•.. IJ 4. ALL PEDESTRIAN RAMPS SHALL COMPLY WITH ADA STANDARDS. THE w 2Z ■ \\ SS 9S " IL I I I LONGITUDINAL SLOPE OF PEDESTRIAN RAMPS SHALL NOT BE GREATER THAN o ■ ?° - 1 ` 12:1; THE CROSS SLOPE MEASURED PERPENDICULAR TO TRAVEL SHALL NOT BE �N \ CON:z7a8soo ■ \ °� \ I ° I GREATER THAN 2.0%-NO TOLERANCE IS ALLOWED ABOVE THE MAX ■ CON:2749.18 1 CROSS SLOPE. NON COMPLYING WORK SHALL BE """"""""""� \ I� I ° I © LONGITUDINAL SLOPE, OR 8 .... ;....... 74 \ ■ N CON:2749.30 qs \ 2749 .......... ;...... / I I ° \ I ° REMOVED AND REPLACED oU CON:2748.88 I I 5. ALL SIDEWALKS ARE PEDESTRIAN ROUTES AND SHALL COMPLY WITH ADA s� ■`:.4 CON:2749.53 `9m \ c♦v d ° I I STANDARDS. THE LONGITUDINAL SLOPE OF PEDESTRIAN ROUTES EXCLUDING v FG:2749.00 11 I ( w ■ a �G'CON:2749.64 \ s 4 N} -- 1 ° I N ! CURB RAMPS)SHALL NOT BE GREATER THAN 5.0%; THE CROSS SLOPE N ■a `• 4 \ b \' --- I-- y-- - - - g7g _-_ \ 1 MEASURED PERPENDICULAR TO TRAVEL SHALL NOT BE GREATER THAN 2.0%- a a ^ _ _ \ - - \ 10 8 a \ qs y \\ I I ,''2> _ I NO TOLERANCE IS ALLOWED ABOVE THE MAX. LONGITUDINAL SLOPE OR CROSS j4 .1.8o% \ y 03 0 ........... NON COMPLYING WORK HALL BE REMOVED AND REPLACED. s 0 9s ................ \ SLOPES. O CO G O S O \ of 1 III ■ ^� \.......... 6. SAWCUT EDGES AT PAVEMENT MATCH LOCATIONS SHALL BE SHARP CLEAN, z 52 a g� CON:2749.26 4 y� 2749..........�Q�......................................... . \ I Io CON:2749. {•.. I UNDAMAGED EDGES. DAMAGED ASPHALT PAVEMENT EDGES SHALL BE L Qz ■ \ ° 1'0j 8° \\ _CON:274-9.33 y y qs �Q5 \\ I RE-SAWCUT PARALLEL TO THE SAWCUT LINES SHOWN WITHOUT JOGS OR NEW w w> ■ si \� 4-�80 \ �s \ �' \ ° 1 I ANGLE POINTS. NO SEPARATE PAYMENT SHALL BE MADE FOR ADDITIONAL No ■ 6 .12 CON:2749.46 SAWCUT OR PAVEMENT REPAIR. ;w ■ �` s I ° 1 :� 0 7. RIM ELEVATIONS SHOWN ARE AT THE CENTER OF THE COVER-COVER SHALL �U ■ TBCR:2749.50 \ s9s ��P \\ I CCE LO a TBCR:2749.50 M SLOPE TO MATCH SURROUNDING GRADES. lo LIP:2748.97 \ r o \ I '• 8. TRANSITIONS BETWEEN STANDARD GUTTER PLATE CURB TBC AND REVERSE ■ LIP:2748.97 � \ yo �. 1 ( ) ■ TBCR:2749.60 GUTTER PLATE CURB(TBCR)SHALL BE SMOOTH WITH NO STANDING WATER >� PERMITTED IN CURB LINE. Va ■ LIP:2749.07 a ` \ qs I ok ■ 10 LIP:2749.02 : 1.5%/ N 02�� z-` \\ \\ ° ° 1 w 3 ■ TBCR:2749.55tj ■ o b��/ LIP:2749.20 8 Lo. 00TBCR:2749.73 3 \ qs I s? I I ■ TBCR:2749.68 0 6 ° CON:2749.75 \ I \\ ■ LIP:2749.15 -1.0% .2.0°k \ / 10 \ ° \ 6 CON:2749.87 z / - - 4 LIP:2749.37 a \\ 69 \\ \ I w ° � } - w rn TBCR:2749.77 I s° I I :\ .I ¢ � � w ■ / LIP:2749.24 TBCR:2749.90 �\° LIP.2749.87 \ p9,kg� 69se ■ LuGP ° ° / y/' TBCR:2750.13 TBCR: s oo ............................................................................... cq ■ s� \ ...........2750.......... ° y w o 0 0 - " ° LIP:2749.60 \ I \ I I I I`: Y N w ¢ x a.- � � immm,rmmmmm 1mmm �mmmmmm mmm � � � � � � � � � � � � � � � � � �� � � � � � � � � � � � � � �I� � � mmmlm m 1 � iE1l. mmm1 Z a a o a JOB NUMBER: Fil SEE SHEET C.GD.7 - AREAG � IDB19075 N DATE: 09/29/21 GRADING PLAN - AREA Z SHEET NUMBER: wo Ja 0 20 40 C.G D A FEET = ,w U) v Page 248 Item#11. SEE SHEET C.GD.3 - AREA C 2 SEE SHEET C.GDA - AREA D \ 15 pV III wZ a 9dcc f,9 z i 1a a / TBCR:2750.04 ry \', °a \ �9 I _ U I 2 \ - - ■ 4 - \ - ■ LIP:2748.98� ..•'' 1200' °I LIP:2749.51 \ 49... � � E o > \� I W � e 2. e o • �' 11 11 1 \ / LL VU V a T •'•'I'•' \\AREA K ■' �} .� TBCR:2749.51 j �o �_ LIP.2749.82 \ SEE C.RD SHEETS �I ' - 9 _ 5 � le+� .� �\ )" ' �asa SEE SHEET � � � � F- LIP: ° �' �' I mCR:2750.35 \ I I C.GD.11 V N W ■ °�° 2748.06 5 _ _2 � 1s°r° ° \ FOR IMPROVEMENTS :\ - N ` LL ■ ;•° a TBCR:2749.60 �N�- 3 \ . � oZ �.3 o2 � TBCR:2750.13 TBCR:2750.23 o A\� 1 WITHIN ACHD ROW I I - 0 d o=G LIP:2749.07 0 5 �� �} �8.00'� \. Q o° 2 G 2753 / I LIP:2749.60 LIP:2749.70 F AREA L _ . � ■ 5 e ? \\:: / N I S ERSH ET 1 S E S EET ■ 3 `� 3 2 LIP:2749.85 EA LIP:2749.86 a s j�. _ _ - 8 ° TBCR:2750.38 TBCR:2750.39 �f 12.00' �° i \ 'S' 0 �,1 I i C.GD 1 \ C.GD.12 Q� a 0 i o a ° ^ e \d�O \ e�1�J J \ \ / try ' o �.. i a ....4 ° �} :` \moo \, �� 55,.% �/ •i =11 - J �� o -o`er'` °o-i ° 7. LI2750.78 5 - - - - - - 2 1�.• TBCR 2750 52 FG 3 P:2749.99 >� �>o - - 2749............. N-27 8 �j ° . ..• :. •.... ° : 2 CO 50.7 I •2753 ,�-110.0 ' o ■ y i° TBC:2750.79 `L1 \ ° ys ti I: 3 AREA C y� A S � s 8 750N CON.2751.28 \ a qs I q5. AREA e - E SE SHEETD a TBC:2750.86 �\�8 a ' ° 2 \ a I SEE SHEET �........................ 4 �> a a ° I LIP:2750.37 CON:2751.30 CON:2753.70� I CZ`� ': - ?SEE SHEET C.GD.3 C.GD.4 Z i i �� o CON.2750.41 Pg c.GD.2 CON:2750.44 TBC:2751.21 • .. .I \ ■ �'. ° c CON:2751.18....................... FG:2753.50 ` \ CON:2754.01 ° CON:2750.96 CON:2750.74 \ CON:2753.11 "')LIP: CON:2751.51 o......... > a y 2750.80 \ � CON:2752.55 I Q y ° � ° 3 �� o AREA E I AREA F I AREA G \\\ LL = E f z o -2.0% -20/0 a -1.8/o \ `s E o �- a a 0/ t- a, a �QI I '• SEE SHEET SEE SHEET SEE SHEET \ 0 Y i �� \ ^I TBCR:2751.05 Q 6.0%eva-1. ° - ° o Q 0 ° o ° l I �� I O 8 e• e 0% LIP:2750.44 1.0/oevy7.2/o 2.6/° a 2.6/° ° CON:2754.04 ?•.1, C.GD.5 �C.GD.6 C.GD.7 LL V _ _ w 6 a '�i 1, � u� o ao �� 1.4% I � -'- - - �- CON:2751.19 ° q: �o _ �f f �f �f 3 �f a ° , �' _ N W d °� -1.2/o o , '.rt �' '• o �• a a •2.6/o ■ ° o a -5.3/o. ' o 0 0 0 o ° 2.5/o \ i 9yC - - Q W =-7.4/o -0.5/o -2.6/o -2.6/o `•.I z I % 81ti N' CON:2750.54 I \ N I ■':' ° ° ej n1� �\s° CON:2751.08 CON:2753.82 \I S v V - } CON:2751.63 I 1\ I AREA H I AREA I I AREA J C1 z ad=ep I SEE SHEET SEE SHEET SEE SHEET Q ' _ - aL z ■`: 8 ''•. e. 9 ' CON:2751.30' s- �° CON:2752.67 \ C.GD.8 C.GD.9 C.GD.10 RIM:2742.76 W �\a V CON:2753A. .23 �:` I Q ` o aZO 8 x ------ AC:2750.98 ... I A V 9s ° o` ■ '. In a W 2 TBCR:2751.28 - - =- - - - - l - E_ o ■ t N cJ ` a ° - - - - - ----�j - - LIP:2750.75 -0.6% -0.6/ TBC.2751.67 2.4% ,� LIP:2750.62 LIP:2751.25 °\° T m q2� \ _ 5 �' ----- TBC:2751.04 �!. °1 BC 275414 8 ■ 7 'r ': ° °_- 8W 8 CON:2751.36 f 2 :L�/ LIP:2753.72 X��( I 215�.... ■.. _ - oo LIP:2750.28� - 751.34° CON.2 ! -off gW TBC:2751.30 6\° 5 AC:2753.64 GRADING SHEET AREA KEY 3 TBC:2750.70 - \ i ' o M LIP::20750 8850.81 > ------------------fir D°\° ° a 2 ? I , \ I 8W 2 LIP:2753.43 a a a LIP:2750.78� CON:2750.82 r TBC:2753.85 8 W w 48-HOLM ° 1 TBC:2751.20 •2.8% Keyed Notes • /' I I ° CONTACT DKLM o ° 1. RETAIN & PROTECT EXISTING WILLIAMS PIPELINE GAS LINES-ALL WORK WITHIN a ° ? o o THE WILLIAMS PIPE LINE EASEMENT SHALL BE PERFORMED IN ACCORDANCE ■ 1 J% I I 0 �° ° Z15�a ".. 0.5%, CON:2751.32 �/ N ■ I I - ° CON:2753.13 :. WITH THE CURRENT EDITION OF THE WILLIAMS DEVELOPER'S HANDBOOK. �F .1A°lo a a' CON:2753.42, ►� I I ° I I I 2. CURB&GUTTER-SEE CURB AND GUTTER LEGEND FOR CURB TYPE. 1-800-342-=5 - j I CON:2750.94 �•5% ° 3 ` �_ ° ° 3. ONSITE CONCRETE SIDEWALK-(SEE 6/C.DT.0). ■ ,� 4 hN a c e o.7/o 4. NOT USED. ■ I I I I j 27% 4 ° N f 3 to a ?>s� 5. ONSITE ASPHALT PAVEMENT SECTION -(SEE 3/C.DT.3). ■ i I 6. STORM DRAIN -SEE"C.SD"SHEETS. ■ I i �j I �___ / \ CON:2751.44 7. CONSTRUCT SWALE WITH POSITIVE DRAINAGE TO INLET AS SHOWN. N �............. I CON:2753.41 8. GRADE BREAK. ■ I ` I I \ CON:2753.25 j I W __ _ _ _ _ I _ _ . I 9. CONCRETE PEDESTRIAN RAMP PER ADA STANDARDS-SEE DETAIL 6/C.DT.4 FOR Z CA ■- I i I- -_I - ---- ---2�1--- ---- - J \\ I / ?7 __ I I I ADDITIONAL REQUIREMENTS. THE LONGITUDINAL SLOPE OF THE PEDESTRIAN Q_ Q RAMP SHALL NOT BE GREATER THAN 12'1;THE CROSS SLOPE MEASURE 0 J - - - -- -------- -------------------'_�I- - _ PERPENDICULAR TO TRAVEL SHALL NOT BE GREATER THAN 2.0%-NO Y LL ■ Lu --1 ------------___ -_�- -_----_--- -- --�7§1-- - - - /..�� �i d3 1 w \ - TOLERANCE IS ALLOWED ABOVE THE MAX. SLOPES. PROVIDE TRUNCATED LLI Q Q ■ --- _ i +'- ________ -- ------ - - ---------- ---- - ----=� -- --� /i i 1 O / I / DOMES PER ISPWC SD-712. TRUNCATED DOMES SHALL BE TRAFFIC YELLOW. - W ■ J I ? --- _ i I L..... _____-- -- ------- ---- -- 2/51••...... / /y I 1 / I 10. APPROXIMATE GRADING LIMIT. ILL. I __ ■ m \ - -_- - _ - _ - - I ---------_-- ---_--_----- - - 11. FUTURE BIKE PARK-NO WORK IN THIS AREA. O it W W QILL. \ I I 1 II ----- ___=====a�====- -• � - - �_ -- --- - ---- _/ _ I I / w' > N \'\ j FG MA 2750 00 1 -2750 - / -- - - = I r- - ~ O FG-MA:2750.00 - _ _ CurbGutter Legend C10 FG:2750.43 / % II w 07 0 ■ e 1 1 2752 j � 0 I \ (, ■ f FG-MA:2750.00 I 11 1 / ■ '$�% \ 1 ��\ / f/ I `ram :a i I 6"VERTICAL CURB AND GUTTER(TBC)-(SEE 1/C.DT.0) Lu ■ :v 1 10 1 \ 10 I _ - o a LU ■ I \\ 1 I 1 \ \ / I 6" REVERSE VERTICAL CURB AND GUTTER(TBCR)-(SEE 2/C.DT.0) LU 11 11 li is / S\ONAL EN ■ \ 1 I \\ \ \� �I I"� I SEE C.RD SHEETS I I i PROVIDE SMOOTH TRANSITION OF GUTTER PLATE FROM TBCR TO TBC ��S�G�STE \ / \ FG MA:2750.00 \, I : cr F W ■ FORIMPROVEMENTS a W ■ � \� � _- \ --\--- ------- �\ I T ROW ;' \---- ' WITHIN \\ \ \\ \ , /I`'... \ \\ 16 I I -11-22 P,r� Notes T ACHD TEMP TURNAROUND EASEMENT:: lPp F OF a' 1 1. ALL WORK WITHIN THE WILLIAMS PIPELINE EASEMENT SHALL BE PERFORMED IN ■ ' / \ \ \ FG-MA:2750.00 .: I• ■ \ \ �> \ I I. I I ACCORDANCE WITH THE CURRENT EDITION OF THE WILLIAMS DEVELOPER'S / \ \ \ �'. \ �` I I '•.I- HANDBOOK AND THE LICENSE AGREEMENT FOR THE WORK. CONTRACTOR • SHALL OBTAIN A COPY OF SAID DEVELOPER'S HANDBOOK AND LICENSE ( 00 • • ■ \ \ �� 10 \.\ �•. - AGREEMENT PRIOR TO BID-NO SEPARATE PAYMENT SHALL BE MADE. PROVIDE w � • \ \ / WILLIAMS PIPELINE 48-HOURS NOTICE PRIOR TO PERFORMING ANY WORK �• �• °• I ` \ f WITHIN THE WILLIAMS PIPELINE EASEMENT.A REPRESENTATIVE FROM WILLIAMS . • . . . ■ \ \ \ Ep \ I PIPELINE SHALL BE ONSITE AT ALL TIMES WHILE WORK IS BEING PERFORMED 1 FG MA.2748.64 \ \ \ FG MA.2749.62 `__- / WITHIN SAID EASEMENT \ \ - 1 4.7% .' / _ ...................... CD "' I\ 2. T.2 AND THE PROJECT GEOTECHNICAL REPORT FORcn Y / \ \ _ ••••\ SEE SHEET C D EARTHWORK REQUIREMENTS. . • 3. SEE ELECTRICAL PLANS FOR SITE LIGHTING REQUIREMENTS. ■ \ \ \ FG-MA:2749.62 10 4. ALL PEDESTRIAN RAMPS SHALL COMPLY WITH ADA STANDARDS. THE ■ \\ / j \\ \ B I x LONGITUDINAL SLOPE OF PEDESTRIAN RAMPS SHALL NOT BE GREATER THAN I 12:1; THE CROSS SLOPE MEASURED PERPENDICULAR TO TRAVEL SHALL NOT BE w ° / . GREATER THAN 2.0%-NO TOLERANCE IS ALLOWED ABOVE THE MAX ¢ �s LONGITUDINAL SLOPE, OR CROSS SLOPE. NON COMPLYING WORK SHALL BE w \\ / o o REMOVED AND REPLACED. a� ■ FUTURE BIKE PARK -Y w I 5. ALL SIDEWALKS ARE PEDESTRIAN ROUTES AND SHALL COMPLY WITH ADA <�■ 3.4/0 \\ / \\ BY OTHERS II STANDARDS. THE LONGITUDINAL SLOPE OF PEDESTRIAN ROUTES(EXCLUDING �FG:2745.09 . / \ \ I CURB RAMPS)SHALL NOT BE GREATER THAN 5.0%; THE CROSS SLOPE oo ■ \ \ MEASURED PERPENDICULAR TO TRAVEL SHALL NOT BE GREATER THAN 2.0%- z� ■ \ / \ \\ \\ NO TOLERANCE IS ALLOWED ABOVE THE MAX. LONGITUDINAL SLOPE OR CROSS �m ■ / \ \ \ SLOPES. NON COMPLYING WORK SHALL BE REMOVED AND REPLACED. zz ■ N / - - \ \ \ I 6. SAWCUT EDGES AT PAVEMENT MATCH LOCATIONS SHALL BE SHARP, CLEAN, ■ /� -------- \\ \\ \\ I UNDAMAGED EDGES. DAMAGED ASPHALT PAVEMENT EDGES SHALL BE o3 FG:2745.49 ;` N / ------ \ \ w RE-SAWCUT PARALLEL TO THE SAWCUT LINES SHOWN WITHOUT JOGS OR NEW z w� 8 ANGLE POINTS. NO SEPARATE PAYMENT SHALL BE MADE FOR ADDITIONAL LD SAWCUT OR PAVEMENT REPAIR. > w _ \ 7. RIM ELEVATIONS SHOWN ARE AT THE CENTER OF THE COVER-COVER SHALL SLOPE TO MATCH SURROUNDING GRADES. 10 10 \\ �__ _ \\\ wo o 8. TRANSITIONS BETWEEN STANDARD GUTTER PLATE CURB(TBC)AND REVERSE �W -7 \ GUTTER PLATE CURB(TBCR)SHALL BE SMOOTH WITH NO STANDING WATER 10 ■ :/ \\ / \ I \�, \\ IF �� {I PERMITTED IN CURB LINE. zu) 10 w lo ■ 11 11 - \ �° 1 \ 11 \ 00 ■ I \ I \ \ z ■ / a \ \ \\ m \ lo ■ / �' a \ \ /� d z w rn Q Y W z z � 0 \\ \\ I o ° moo ■ FG-MA:2746.54 - - - _ \\\ \�\ \\\\\ wol a Ix w a 04 � _ ¢ w y v o0 ■ \ \ \ I I 1 0 w w a L Q a Of 0-1 JOB NUMBER: SEE SHEET C.GD.9 AREA I SEE SHEET C.GD.10 - AREAJ � IDB19075 N DATE: 09/29/21 GRADING PLAN - AREA G wZ SHEET NUMBER: o Ja 0 20 40 C.GD.7 w FEET w ,w cn v Page 249 Item#11. oLo-E���y _tea- 1 ou AREA K _� > a' / SEE SHEET l i l a l` I /15 PVC I I C.GD.11 \� d Z �=o _o= I 0 �30 Q N s / d`osc z r JAREA L - S ERSH ET .vS E T SHE �I _ a o a o C.GD.1 C.GD.12 d / , L JDu \c Q o ay ' 11 OP I ND ELEV-2745.0� - -- -- - m i , / • v' o,�a rn a I �� I - - I so � z / \ I - / - - ' v,v �'c c E FG-MA:2744.36 ` I I I I a / \ - AREA B AREA C vy� k AREA D 3 y o SEE SHEET SEE SHEET c o 3 E DISCOVERY PARK PHASE 1 _ sEE SHEET a C.GD.2 C.GD.3 C.GD.4 z z DISCOVERY PARK PHASE 1 I r I I I \ \ AREA E I AREA F I AREA G \\ a c Ef o FG-MA:2743.00 \, \ \ cl SEE SHEET�j SEE SHEET I SEE SHEET I r I \ \ C.GD.S C.GD.6 C.GD.7 � j - - � Ea3N2-9 oo w - Tom = Qv, 'z r1 IIII I \ \ I , - 1 o Eo 0 0 era N N AREA H I AREA I I AREA J C1 V w SEE SHEET I SEE SHEET SEE SHEET Q _ o a C.GD.8 C.GD.9 C.GD.10 a ° o III I I 1 1 1� vv V l 1 I l z co _ y2.3 H� a aE z FG-MA:2744.21 E - -- ---- - - - - - - - mwa�o� GRADING SHEET AREA KEY d i I I .•III 1 1 1 11 I � \\\ \ I q I� I/ I � // // /// / / Keyed Notes N 2 CONTACT DKLI E I \ \ Fq 1. RETAIN & PROTECT EXISTING PHASE 1 PARK IMPROVEMENTS. III I TS \ \ \ \ 48 2. RETAIN & PROTECT EXISTING WILLIAMS PIPELINE GAS LINES-ALL WORK WITHIN I I a FG:2742.75 ��\ \ \ A \ ,' THE WILLIAMS PIPE LINE EASEMENT SHALL BE PERFORMED IN ACCORDANCE �FOF�E DKMG s, I I I I qs FG-MA:2742.74 \ V �� ��� \� c, I WITH THE CURRENT EDITION OF THE WILLIAMS DEVELOPER'S HANDBOOK. 1-800-342-1585 3. NOT USED. I "v I III 1 1 qy v A 1 �q ��s•,II III I I v A � vv � �� �� ��� �� ��----------, qS \ \ 4. ASPHALT PATHWAY-(SEE 5/C.DT.1). FG-MA:2743.99 III I 5. CONCRETE RIBBON CURB-40 YD DASH-(SEE 6/C.DT.1). 'I II�sI1°�' PAVEMENT. 6 SAWCUT AND MATCH EXISTING v �\ 7. STORM DRAIN -SEE"C.SD"SHEETS. :\ "s 11 I i I I i I I � \\I � ''••.• FLAN/G\E��"' \\\\ � � , 8. CONSTRUCT SWALE WITH POSITIVE DRAINAGE TO INLET AS SHOWN. W 9. GRASS PAVERS-SEE LANDSCAPE PLANS FOR PAVER REQUIREMENTS. SEE Z CA A. DETAIL 5/C.DT.9 FOR SUBGRADE PREPARATION AND BASE ROCK REQUIREMENTS. Q Q � � p I III I €I 171 p ••:, qS \\ LL II I �I I ' ' \\\ qs \ \ Curb & Gutter Legend wW I I I \ \ \ q FG-MA:2743.84 I I \ qS \ � O ° \ U °9s 6"VERTICAL CURB AND GUTTER TBC ) U(TBC)-(SEE 1/C.DT.0 I w 0 I III I � IIIII I I I \ •••••. qs, \ I ` FG-MA:2743.29 Fq \ DISCOVERY PARK PHASE 1 IIIII I I F 6" REVERSE VERTICAL CURB AND GUTTER TBCR ) (TBCR)-(SEE 2/C.DT.O w w O qS O �a I III I IIIII \\A \� FG-MA:2743.76 IIIII I I ` °f \ \ PROVIDE SMOOTH TRANSITION OF GUTTER PLATE FROM TBCR TO TBC S\ONAL FN I III I I11 •IN \ .95 ` A \ � S G III 11 IIIII I �G\STE I II IIIII I 'S AC-MA:2743.37 \ 6 11 III: qy Notes II IIIII° I l �s v AC:2743.15 \ ` 1. ALL WORK WITHIN THE WILLIAMS PIPE LINE EASEMENT SHALL BE PERFORMED IN ��q ' 1 22 P'ZO I I III I ` v TE vp ACCORDANCE WITH THE CURRENT EDITION OF THE WILLIAMS DEVELOPER'S 'PO OF O� S � FG MA:2743.67 \ HANDBOOK AND THE LICENSE AGREEMENT FOR THE WORK. CONTRACTOR K ER\� II I I AC-MA: SHALL OBTAIN A COPY OF SAID DEVELOPER'S HANDBOOK AND LICENSE AGREEMENT PRIOR TO BID-NO SEPARATE PAYMENT SHALL BE MADE. PROVIDEWILLIA ING ANY WORK • AC:2743.27\'\ \\ WITHIN M THE WILLIAMS PIPELINE PELINE 48-HOURS OEASEM NTICE IT..A ROR OEPRESENTIATIVE FROM WILLIAMS :. :. PIPELINE SHALL BE ONSITE AT ALL TIMES WHILE WORK IS BEING PERFORMED ; WITHIN SAID EASEMENT. ( �� �� �� �sc� \ \\\ 2. SEE SHEET C.DT.2 AND THE PROJECT GEOTECHNICAL REPORT FOR • 000 / `\ \ \ EARTHWORK REQUIREMENTS. FG-MA:2743.59 I I �' \ 4 9s \ \ 3. SEE ELECTRICAL PLANS FOR SITE LIGHTING REQUIREMENTS. I �I co OD i 5.6% I \ \\ s >�\ \\ 4. ALL PEDESTRIAN RAMPS SHALL COMPLY WITH ADA STANDARDS. THEco III I I I \\ \\ 2743............................ ` \\ LONGITUDINAL SLOPE OF PEDESTRIAN RAMPS SHALL NOT BE GREATER THAN co III I I L I \ \ 12:1;THE CROSS SLOPE MEASURED PERPENDICULAR TO TRAVEL SHALL NOT BE IIII I IJ I I \ \ ° \ \ GREATER THAN 2.0%-NO TOLERANCE IS ALLOWED ABOVE THE MAX I I I I \\ \\ qS LONGITUDINAL SLOPE, OR CROSS SLOPE. NON COMPLYING WORK SHALL BE t I I \ \ \ REMOVED AND REPLACED. w 2Z 5. ALL SIDEWALKS ARE PEDESTRIAN ROUTES AND SHALL COMPLY WITH ADA o �� J I \ V •� °F \ V c - STANDARDS. THE LONGITUDINAL SLOPE OF PEDESTRIAN ROUTES(EXCLUDING �o III : FG-MA:2743I51 I I I�I ••'• \ CURB RAMPS SHALL NOT BE GREATER THAN 5.0%; THE CROSS SLOPE as \ \ 9s \ MEASURED PERPENDICULAR TO TRAVEL SHALL NOT BE GREATER THAN 2 0%- <z 8 S NO TOLERANCE IS ALLOWED ABOVE THE MAX. LONGITUDINAL SLOPE OR CROSS ° I I I I I s F \ \ SLOPES. NON COMPLYING WORK SHALL BE REMOVED AND REPLACED. oo \ I \ I II � IIII I e 6. SAWCUT EDGES AT PAVEMENT MATCH LOCATIONS SHALL BE SHARP, CLEAN, 2`'W� UNDAMAGED EDGES. DAMAGED ASPHALT PAVEMENT EDGES SHALL BE NEW \ qS F RE SAWCUT PARALLEL TO THE SAWCUT LINES SHOWN WITHOUT JOGS OR N zQ ANGLE POINTS. NO SEPARATE PAYMENT SHALL BE MADE FOR ADDITIONAL j4 SAWCUT OR PAVEMENT REPAIR. &s 1 0 \ / -_-J 11 I I I \ J ,•2 \ �� 1 I 7. RIM ELEVATIONS SHOWN ARE AT THE CENTER OF THE COVER-COVER SHALL o w� f I NI I \ SG M \ � ,, \ \ SLOPE TO MATCH SURROUNDING GRADES. > z FG-MA:2743.40 `\ 8. TRANSITIONS BETWEEN STANDARD GUTTER PLATE CURB(TBC)AND REVERSE w w; / GUTTER PLATE CURB(TBCR)SHALL BE SMOOTH WITH NO STANDING WATER lo 'III I I 04 \ - PERMITTED IN CURB LINE. _\ /R) \ \ \ DISCOVERY PHASE 1 11 I111 I I \ \ _ - �P \ C�j \ �J �W lo 2 QQ r°�\ z o I I II 2.o°io 4 u FG:2740.54 o II s \ CON-MA:2743.98 - a FG MA:2743.24 m II I I 1.0� 5 \ \ ° g 3 IIII N 1?% \ s��•\\ qs CON:2743.89 ^\F\� CON-MA:2744.07 I 0 II Oo�° O �� v� I off° 'o \ o� \ 5 w �� rn Il J I I II I I \ 3 00,�0o000 � �^o\\\\\\ 1 \ a w > 20 w II 8 I I I I I 0° gS�� ti0 O 00 0 \\ \ Q U D co F � I I 4.4°I° ° \\ \ q 9 \° \ CON MA:27 W ¢ m z \ \ Y I I I 1 \ °S CON:2743.96 0 r\ o O � } IIII I 1.9/0 o o F v 44.16 1 w III IIIII \ �� \ ° OA°\° ° ` \ a w a � = a FG-MA:2743.15 :I I I \ \ s o 00 �c o amp � �'� � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � �� � � � � � � � � � � � � � � � � � � � � ��ii .� � � � �� 5 � ' 7��i � � � � � � � � � � � � � � � � � � � � � � ■ Z 0- 0- o a JOB NUMBER: SEE SHEET C.GD.1 - AREAAIL IDB19075 N DATE: 09/29/21 GRADING PLAN - AREA K wZ SHEET NUMBER: o 0 20 40 C.GDA 1 FEET = ,w U) v Page 250 Item#11. - U \ a u AREA K ' 3 Y ■ SEE SHEET Q ■ I C.GD.11 w fn g o ti Q o ■ a a0 do=3o0 ��3z o ■ C AREA A \ AREA L O - _ o ._ a o ■ SEE SHEET SEE SHEET _ ' _ a o° g ° �¢ a ■ / O CGD1 C.GD.12 m-off L JIJ� \�c� 1ryQ� 1I Ia _ .� 3 o z ■ SAWCUT AT EXISTING JOINTS AND REMOVE EXISTING CONCRETE PANELS AS NEEDED FOR NEW SEWER o n= -I�f ■ O SERVICE CONNECTIONS-REMOVE AND REPLACE FULL PANELS ONLY. PROVIDE CONCRETE SURFACE Z RESTORATION TO MATCH EXISTING CONCRETE SURFACE TEXTURE AND JOINT PATTERN PER ISPWC AREA C 9's I AREA D U _ r 3° 0 ° ■ EXISTING RESTROOM I SD-709. ALL CONCRETE REPLACEMENT SHALL BE INCLUDED IN THE BID BASED ON THE CONTRACTOR'S _ s ERSHEET SEE SHEETSEE SHEET N _" C.GD.3 C.I N z ■ CONCESSIONS BUILDING EVALUATION OF THE WORK-NO SEPARATE PAYMENT SHALL BE MADE. a DISCOVERY PARK PHASE 1 c.GD 2 C � ' z U 1 AREA E AREA F AREA G - \\ d C .o 0 ■ CON-MA 13 CON-MA SEE SHEET SEE SHEET SEE SHEET \ L C ■ ON-MA C.GD.5 C.GD.6 I C.GD.7 ILL V - c 3 - w a F o ■ CON-MA �a a4: : e - - � - \ - � \- � a3Hoo co a° c° 17 - 4"S 4 'S 4"SsL� 1 1.... T _ Q y o gj Z N ■ CON-MA a a - 0 E o 0 0 a m 13 a °° CON-MAX AREA H ' AREA I AREA J V V N Q CON-MA DISCOVERY PARK PHASE 1 1 a° / °d✓� , SEE SHEET SEE SHEET SEE SHEET \ ° . .. . . . a a C.GD.8 C.GD.9 C.G - z 0 o aw Ou I D.10 I d i N y a z r � T� I Q N o y N ° ow m o ■ \ 10 CON-MA CON-MA 13 MATCH EXISTING JOINT LAYOUT s ° d c r ^ z a o CON-MA:2743.38 1 17 4" 4" 4"'�i 15 13 d m w a-o, 0 m CON:2743.38 ON-NIA: GRADING SHEET AREA KEY o B B REMOVE EXISTING ASPHALT PAVEMENT a o> , ■ ��% \ CON-MA:2743.50 REPLACE WITH CONCRETE PAVEMENT \ CON-MA:2743.40 7 d , i a ■ G 10 a 000�e Keyed Notes 22 o ,14 looro 0 o.8r° CON:2744.1 ■ ° 4.19 � - 0 0 0 6 0 10 TBCR:2744.50 3 15 1. RETAIN & PROTECT EXISTING POWER. o CONTACT DICtiN�E qs ° 0 o CON:2744.14 •....... \ 16 BEFORE G 2. RETAIN & PROTECT EXISTING WATER. TBCR-MA:2743.82 3. RETAIN & PROTECT EXISTING STORM DRAIN. _ CON:2744.38 °23 0 °\, o0 20 LIP-MA:2743.40 5 VAN VAN LIP-MA:2745. o _ __ AC-MA:2743.50 AC MA:74551 4. RETAIN &PROTECT EXISTING PRESSURE IRRIGATION. ■ :• vS o 24 ••... -2.5°ro 51 _ I 00 �' -0.6% TBC:2745.80 5. RETAIN & PROTECT EXISTING PAVEMENT. ■ TBCR:2744.07\.�"o E�nFuu of _ 6. RETAIN & PROTECT EXISTING CURB, GUTTER AND SIDEWALK. LIP:2743.54 Tia eEv .e ss ss N TBC:2746.07 LIP:2745.38 � 20% \�� \ 15 AC-MA:2745.58 7. RETAIN & PROTECT EXISTING CURB AND GUTTER. ■ °`?e 20 AC-MA:2745.38 8. RETAIN & PROTECT EXISTING WILLIAMS PIPELINE GAS LINES-ALL WORK WITHIN h\ CON:2744.06 o e \ CON: a;o ■ .2744.38 °°° LIP:2744.01 \ \ LIP-MA: "`e e, f LIP:2744.13 °• I THE WILLIAMS PIPE LINE EASEMENT SHALL BE PERFORMED IN ACCORDANCE N CON:2744.37 .• /............a...... // , TBC-MA:2746.14 WITH THE CURRENT EDITION OF THE WILLIAMS DEVELOPER'S HANDBOOK. y TBCR:2744.66 TBCR:2744.74 \° LIP:2744.09 LIP:2744.64... \• 1 -- 15 �. 9. CURB&GUTTER-SEE CURB AND GUTTER LEGEND FOR CURB TYPE. Q U) ■ CON:2744.24 �\� CON_2744.69` -- �� •og� �• � Q ■ \ 14 ` 10. ONSITE CONCRETE SIDEWALK-(SEE 6/C.DT.0). _ �s s.s°/ 9 TBC 2746.01 �o a.°e I 0 ■ LIP:2744.19� CON:2744.83 \ LIP:2744.28 - - , .:e�u.o a. 14 0 0 - °\ \ LIP 2745.59 k 11. ASPHALT PATCH SHALL SLOPE DOWNWARD AWAY FROM CURB LINE @1.0 /o-4.0/o. ■ 10 y9 q .. �ti� TBCR:2744.81 16 - - .,� ° I - LIP:2744.78 ° �� `' " ' �, CONTRACTOR SHALL FIELD VERIFY AND CONFIRM THAT REQUIRED PAVEMENT ■ ago >\ z.o°/ °off; ° SLOPES WILL BE ACHIEVED BASED ON THE DESIGN CURB AND MATCH ASPHALT Lu Q ■ TBCR:2745.39 CON:2744.86 �Oo b\ \ TBCR:2745.03 3 7 TBC-MA:2746.17 - ° LIP:2744.86; h\ o \\ LIP-MA:2745.67 0.5°°� 19� CON:2745.87 ELEVATIONS PROVIDED PRIOR TO START OF CONSTRUCTION. CONTACT p x o . ° ENGINEER IMMEDIATELY IF PLAN ADJUSTMENTS ARE REQUIRED TO ACHIEVE THE ILL 14 TBC:2745.75 -2.0ro ti I*+ REQUIRED PATCH SLOPES- NO SEPARATE PAYMENT SHALL BE PROVIDED TO W LU�\ 9 � y ��^ V Aso \V I AC-MA:2745.11 �-- � _ V 11 LIP:2745.33 ■� ��� •o/ •o, ��.• q�� � � 5 CON:2745.78 LIP:2745.15� I CONTRACTOR FOR GRADE ADJUSTMENTS. � � W �� v LIP:2744.98 °Ps y\° 2745 \° \ v _ _ _ _ _ �o� - - TBCR:2745.68 12. ASPHALT PATCH SHALL SLOPE DOWNWARD TOWARD THE CURB LINE @1.0%- ■ TBCR:2745.51 \, IN, LIP:2744.73 5 \,o M U .a qs \ -2.0% a �•= / DISCOVERY PARK PHASE 1 4.0%. CONTRACTOR SHALL FIELD VERIFY AND CONFIRM THAT REQUIRED U ■ \ 0 v a v a TBCR:2745.26 14 12 a 9 C_n 2 oo / a 10 o TBCR:2745.46 PAVEMENT SLOPES WILL BE ACHIEVED BASED ON THE DESIGN CURB AND MATCH w Q ■ S� °9s ^'/ \ �a \ TBC:2745.56 I LIP:2744.93 0 fad p'�/ 4� ASPHALT ELEVATIONS PROVIDED PRIOR TO START OF CONSTRUCTION. CONTACT ■ �� \ / rQ \ �Q. ^o� cv \ LIP:2745.14 38/° AC-MA:2744.89 ENGINEER IMMEDIATELY IF PLAN ADJUSTMENTS ARE REQUIRED TO ACHIEVE THE ~ -�° CON:2745.125 \ \ \ AC-MA:2745.22 .b"/° 1.0% CON:2745.70 REQUIRED PATCH SLOPES- NO SEPARATE PAYMENT SHALL BE PROVIDED TO W w • 10 \ \ TBCR:2745.76 DISCOVERY PARK PHASE 1 ---_ CONTRACTOR FOR GRADE ADJUSTMENTS. z 0 ° ��s CON:2745.17 _ p CON: LIP: -- - f"' Io LIP:2744.83 \ CON:2745.19 \ TBC:2745.35 •�: 9 a IN 13. ONSITE RIGID CONCRETE PAVEMENT SECTION -(SEE 2/C.DT.3). o a (� ■��TBCR:2745.36 v CON:2745.37 °' CON:2744.96 L LIP:2744.93 �� I TBCR:2745.06 5 14. ONSITE ASPHALT PAVEMENT SECTION -(SEE 3/C.DT.3). W i CON% :2745.09 S\ \CON:2744.95 b AC MA.2745.01 AC MA.2744 ENT. .1.0%, -5 � 15 a \ ° �s , o \�° 49 53 15 SAWCUT AND MATCH EXISTING PAVEMENT. SS�QNAL FN V V 17% \ ■ \ ,4.do,� ° ° 16 SAWCUT AND MATCH EXISTING CURB W 2j \ CON:2744.92 4 N 7 LIP:2744.56 2.0% _ ■ '•.. M� a , \ I ?a\ \ \ \ LIP-MA:2744.62 / 8 IN IN / CON:2745.49 17. SAWCUT AND MATCH EXISTING CONCRETE. Q� Q- ■ 1 18. STORM DRAIN SEE"C.SD"SHEETS. ° "� � e � o� \ - LIP:2744.55 � \ � �'I� ■ �� E \ / TBC-MA:2745.16 ---- . 14 CON: q a 9 / RIM:2744.42 I' 19 GRADE BREAK W ■ �- MW - CON:2745.06 20. CONCRETE PEDESTRIAN RAMP PER ADA STANDARDS-SEE DETAIL 6/C.DT.4 FOR � \ CON:2745.83 V �2 �A. TBC:2744.92 o 6 S 1-11-22 W ■ TBCR:2744.19 °\° c \ �� ' \ \ TBCR:2746.62 TBC:2744.92� TBCR:2744.69 ADDITIONAL REQUIREMENTS. THE LONGITUDINAL SLOPE OF THE PEDESTRIAN �9T P� o \ �S s I \ TBC:2745.01 21 e / LIP:2744.15 RAMP SHALL NOT BE GREATER THAN 12:1;THE CROSS SLOPE MEASURED F OF ■ LIP:2743.65 \ \ �� \ e LIP:2746.09 / ` a% 6 O�+S, �c�0 �' y�� 23° \ \ \ 14 < \� - o -5.4% A:2744A1_� / PERPENDICULAR TO TRAVEL SHALL NOT BE GREATER THAN 2.0%-NO ■ oi/ °\° \\\ �9s \ 0P ;c• \ \ \ ' 11 \ .20° •20/ \ ACM _ TOLERANCE IS ALLOWED ABOVE THE MAX. SLOPES. PROVIDE TRUNCATED ■ 1 /o \ / ■ 9 10 �.f \ ���' 10 TBCR:2747.07 TBC-MA:2745.23 / \ DOMES PER ISPWC SD-712. TRUNCATED DOMES SHALL BE TRAFFIC YELLOW. ■ s \ LIP-MA:2744.67 TBC:2745.01 / CON:2745.15 _ 21. CONSTRUCT 18"WIDE GUTTER THROUGH ISLAND WITH POSITIVE DRAINAGE TO D t E / 9s �P \ LIP:2746.54 / 14 12 IP-MA:2744.59 \ INLET. , :° :° co • Gj \ Q 9 a\ CE TBC:2743.70 \ ---- - - -/ `� �6 \ \ r , ■ LIP:2743.28 L ° \ CON:2746.69 e o\ v'ao 3 r` 3 22. GRASS PAVERS-SEE LANDSCAPE PLANS FOR PAVER REQUIREMENTS. SEE ; , ; TBC:2745.44 ° ° \ .� 11 14 / DETAIL 5/C.DT.9 FOR SUBGRADE PREPARATION AND BASE ROCK REQUIREMENTS. ( p e \ LIP:2745.03 /^ \ / ` °° °° °° • ■ 9 ° TBC:2743.76 / \': 10o qs\ \ ^ \ 5 10 ° / TBCR:2745. 8 \ 23. ONSITE RIGID CONCRETE PAVEMENT SECTION WITHIN HATCHED AREA TO ALIGN 000 ■ LIP:2743.34 / \� t \ \ TBCR:2746.78 AC-MA: ° a 1 / S �s \...• � \ v 12 LIP:2744.65 v v / // WITH GRASS PAVERS-SEE 2/C.DT.3. ,�o / �i; "\° \ LIP:2746.25 7 /-1 j� a\ AC-MA:2744.61 • ■ ° 14 \ 40 L•Oi l / 24. 6"THICKNESS CONCRETE PEDESTRIAN RAMP WITH 13X13-D5XD5 WELDED WIRE ,D TBCR:2743.38cn ��CON:2747.14 �� \\ TBC:2746.20 h 1d ■ LIP:2742.86 � ^• ?y� FABRIC. co ■ TBCR:2743.79 / -1.6°I° �S Ne.......................1 \ \ ° �9\ 20 p \\l l , • 61 9 CON:2745.58 ■ LIP:2743.26 Lf OO - TALL CURB FOR PIED RAMP ADA LANDING />� - b / �h� off .• 2.1% �•.. 7�G qs \ �O LIP:2745.64 N .... ..."'� `� `/� / Curb Gutter Legend ry• / � \ 9 Aoo 0\ � •• N 09 ��LIP:2743.15 TBC:2744.07 / `. 8 �A \ �� �' \ m a , .2• TBCR:2743.68 \ s EP .° \ \ \ 15 �I TBCR:2745.86 w N ■ LIP:2743.65 8 \ \ 2S%\\ 3 AC-MA:2745.68 o o% � 9 LIP:2745.33 ` x Q I oz \ CON.2746.85 / AC-MA:2745.29 0 0 ■ LIP:2743.01 TBCR:2743.88 / '` \ \ \ \ TBCR:2746.63 LIP-MA:2746.14 /� ? ° \ 6 VERTICAL CURB AND GUTTER(TBC)-(SEE 1/C.DT.0) �N ■ TBCR:2743.54 LIP:2743.36 \ qs \ \ ,\ LIP 2746.10 TBC-MA:2746J4 a of ` / \46 f \ CON:2746.34 > TBCR:2743.72 l `-3 V �/ A V 16 I Ao J� >� 15 ■ / : 6" REVERSE VERTICAL CURB AND GUTTER(TBCR)-(SEE 2/C.DT.0) LIP:2742.63 LIP:2743.19 a 13 \ \ ,� \ LIP:2746.10 TBCR:2746.47oo ■ / TBC:2744.35 \ 1p/ TBCR:2743.16 0 / TBC:2746.52 �� LIP:2745.94 z� LIP:2743.93 \CO \ N:274 AC-MA:2745.90 p o� / �CON:2746.70 � \ � 9 \ CON:2746.03.\ o�° i � y� k PROVIDE SMOOTH TRANSITION OF GUTTER PLATE FROM TBCR TO TBC o0 ■ 14 LIP:2743.18 o. °I° Bo a s� \' TBC-MA:2746.54 :1.0% h CON:2746.66 \ o 9 ao� / TBCR 2743.71 g j\ a S 10 \ \ ° o\\ LIP:2743.85 \ \ LIP-MA:2746.04 / oy� °° \°/ CON:2746.66 5 o3 -1.6% \ \ CON:2746.01 ° a s TBCR:2744.38 14 9, �...� / of ,�\, �s / \ 33% \ Z X ■ �4� TBCR:2744.27 �a° --0-� LIP:2746.53 15 / DISCOVERY PARK PHASE 1Notes ° - \ 'S ° w » COW 2746.14, 2 > ■ � p � � �LIP:2743.74 ! o\° \ •. TBCR:2747.06 \ -MA, > �- / 2 : TBC:2744.72 SC \ CON:2747.13 \ / ° sa CON:2746.69 20 LIP:2746.20 / k w; ■ 18 / o TBCR:2744.55`: 1,e°lo LIP:2744.30 °I° \\ 0 \ \ LIP:2746.64 -AC-MA:2746.28 ,�. �� TBCR:2747.12 � \ 1. ALL WORK WITHIN THE WILLIAMS PIPE LINE EASEMENT SHALL BE PERFORMED IN lo ■ / LIP:2744.02 \ cS \ AC MA:2745.98 p ° el 10 \$, ° qS CON:2747.16 y\°� �;�\ 14 ` 6 ACCORDANCE WITH THE CURRENT EDITION OF THE WILLIAMS DEVELOPER'S �w -1.6/o J ■ ,2°I° k HANDBOOK AND THE LICENSE AGREEMENT FOR THE WORK. CONTRACTOR LIP:2743.96 LIP:2744.22 9 ON:2746.74 O ' ;° \ \ 1 lo SHALL OBTAIN A COPY OF SAID DEVELOPER'S HANDBOOK AND LICENSE TBCR: 9 TBCR: / ..... ............� CON.2746. \ - VIDE -- ■ / ............. 747.26 _ N . / e � 83 15 z s •. o �s% C/ CON:2 0 27,E•...... .. o �9m ^ 1.0% bSi k� WILLIAMS PIPELINE 48-HOURS NOTICE PRIOR TO PERFORMING ANY WORK LIP:2746 8 . ? CO -MA:2746 39 �w ■ l• ""' \ TBC:274489 ,�� e� ° . / TBCR:2747.36 0� , CON-MA:2746.40 WITHIN THE WILLIAMS PIPELINE EASEMENT.A REPRESENTATIVE FROM WILLIAMS / TBCR:2744.50 �i� LIP:2744.47 : oz ■ N �4� � �: •�8° `� � _ �Q. � PIPELINE SHALL BE ONSITE AT ALL TIMES WHILE WORK IS BEING PERFORMED �3 N / � LIP:2743.97 : : ° ON.2 C 747.32 �� ° �`� \ a� 80 WITHIN SAID EASEMENT. ■ / 14 �'-� ,fir o f CON:2747.37 16 J ° o� o o°I° ° roa - 20 N �� LIP-MA:2746.41 r' M �3 ■ 1 \ TBCR:2745.09. .�9 �/ , CON:2747.49 '/ o /� gTCy x 2. SEE SHEET C.DT.2 AND THE PROJECT GEOTECHNICAL REPORT FOR �- / LIP:2744.56 °aQ s \ CON 2747.85 0 TBCR-MA:2746.94'0° CON:2746.66 EARTHWORK REQUIREMENTS. o o3 ■ / ) \ L TBCR:2747.75 i L. ■ / LIP.2744.09 � 1.a% �'� " / LIP:2747.21 N.2746.57 Z \ ti' 9 \� 3. SEE ELECTRICAL PLANS FOR SITE LIGHTING REQUIREMENTS. ■ TBCR:2744.62 r'� : ICON:2747.73 s / b°/ �/ \ / CO / LIP:2744.02 g LIP:2744.53 s 14 \ , ?o ti� jh� 3 / e"?2� \ p\° ° k 4. ALL PEDESTRIAN RAMPS SHALL COMPLY WITH ADA STANDARDS. THE ■ TBCR:2744.9340 CON:2747.74 l TBCR:2744.56 CON:2746.17 i y I I LONGITUDINAL SLOPE OF PEDESTRIAN RAMPS SHALL NOT BE GREATER THAN TBCR:2745.06 10 ' �•o_ \ TBCR:2747.84 •''TBCR:2747.08 ■ LIP:2744.40 1.110 TB P:2744.98 /\ o s o ■ °° i CON:2747.62 " ° v -0.7% - ° � / � � o / � LIP:2747.31 � � LIP:2746.55 61° 10 / 12:1; THE CROSS SLOPE MEASURED PERPENDICULAR TO TRAVEL SHALL NOT BE IGREATER THAN 2.0%-NO TOLERANCE IS ALLOWED ABOVE THE MAX ■ LIP:2743.97 N TBCR:2745.27 �9°I° o / / o \TBCR.2747.95 1 \\ I / x LONGITUDINAL SLOPE, OR CROSS SLOPE. NON COMPLYING WORK SHALL BE J Z TBCR:2744.50 r4� LIP.2744.73 9 �% CON: 10 9 LIP: \; / - L0 ■ 2744 /o �,,, /: g CON:2747.06 m LIP:2745.57 4°I, , \� ' REMOVED AND REPLACED. �� >cn ■ A• CON:2746.54 ° / "�o � �':° � /� >oA / � Q cw9 > � cq w 19 TBCR:2744.79 y�, 5. ALL SIDEWALKS ARE PEDESTRIAN ROUTES AND SHALL COMPLY WITH ADA ¢ () (04 Y 14 TBCR:2745.17 s° °° TBCR:2747.84 w� W ■ g TBCR:2745.20'• TBCR �oA CON: / LIP:2744.07 ' LIP:2744.26 LIP:2747.21 1� CON:2746.94 k ( z } z z.Or° LIP:2744.64 TBC:2745.56 v yl o. 4 STANDARDS. THE LONGITUDINAL SLOPE OF PEDESTRIAN ROUTES EXCLUDING Q m ■ ° TBCR:2744.60 2°I° LIP:2744.93 �A° / tit \ LIP:2747.31 , TBCR.2747.74 19 2 o o } 2• LIP:2745.14 0 2 �% 10 CON:2747.23_. CURB RAMPS)SHALL NOT BE GREATER THAN 5.0%; THE CROSS SLOPE w o N m ?..'..•..•• r b TBCR" n ° / CON:2747.36 ' Y N ■ Q� 9° E . 9 1 MEASURED PERPENDICULAR TO TRAVEL SHALL NOT BE GREATER THAN 2.0% ¢ v x Z -2.89 LIP:2744.03_ o �° 1.0%� �� ati�9 0 '� v �A / \ a z TBCR:2746.17 o / ■-1.3% � TBCR:2744.56 ��' ° '�' 360 : �^ cb / ^�,. TBCR:2747.89 �V� k �� NO TOLERANCE IS ALLOWED ABOVE THE MAX. LONGITUDINAL SLOPE OR CROSS � � � 8% LIP: y��o CON:2746.45 � ■� � � � � � � � � � � � � � � � � � � � � � t�!■ � � � � � � � � � � � � � � � � v � � � � � � � � � � �,� � � � �° LIP:2747.35� � � � � � � � � � � � � ��� � � � � � � � � � � � � � � � SLOPES. NON COMPLYING WORK SHALL BE REMOVED AND REPLACED. Z a a o 6. SAWCUT EDGES AT PAVEMENT MATCH LOCATIONS SHALL BE SHARP, CLEAN, SEE SHEET C.GD.3 - AREA C UNDAMAGED EDGES. DAMAGED ASPHALT PAVEMENT EDGES SHALL BE JOB NUMBER: RE-SAWCUT PARALLEL TO THE SAWCUT LINES SHOWN WITHOUT JOGS OR NEW 1 DB 19075 ANGLE POINTS. NO SEPARATE PAYMENT SHALL BE MADE FOR ADDITIONAL DATE: 09/29/21 N SAWCUT OR PAVEMENT REPAIR. GRADING PLAN AREAL 7. RIM ELEVATIONS SHOWN ARE AT THE CENTER OF THE COVER-COVER SHALL Z SHEET NUMBER: SLOPE TO MATCH SURROUNDING GRADES. w Q 8. TRANSITIONS BETWEEN STANDARD GUTTER PLATE CURB(TBC)AND REVERSE F Q C.G D. 0 20 40 12 GUTTER PLATE CURB(TBCR)SHALL BE SMOOTH WITH NO STANDING WATER , FEET PERMITTED IN CURB LINE. _ !� u, v Page 251 Item#11. 0 0 56.50'ROW w z 31.00'TBC TO TBC E - ? OO mE�yyo 2.00' 12.50' 18.50' 8.00, 10.00, 5.50' U y o V 9-T > - U d v s �. Z 2 1.00'LANDING > Y H 8.00' 2.00' 1.50%+/-0.25% @ 2.0%MAX. NOTES■ -N- - - C o w (/� t $ 1.s°i° a z = -2.2- W 2/ 2°i° 2.00' � N n N 2.00' 2.00' -- ~- MATCH ��pPx /A ° ° VA%VA%V�%rV�% o o A'V`jA%v` 1. ALL ASPHALT PAVEMENTS AND BASE MATERIALS,AND SUB-GRADE Q L o10 o 5 y �� o EXISTING 3' o PREPARATIONS SHALL BE PROVIDED IN ACCORDANCE WITH THE = _ GRADE / /AA a a ° a a a a ° a a ° ° a a" VA/AA/AA/AA/ A/A/A \/A/AA/AA g Z o f�; o°o°o°o°o O° O °° °° °° °°°° 0 0 0 o O o o //V//V//V//V//V/\ V/ /V//\ vA//V//\ �A//V// ISPWC AND THE ACHD SUPPLEMENTAL SPECIFICATIONS APPLICABLE 00 00 oa o0 00 00 00 00 00 00 00 00 0o a oo VA VA VA VA o0 0 00 00 00 00 \ \ \ VA VA VA VA VA VA VA VA VAA' // // / SUBGRADE _ /VA/VA/VA/VA/VA/VA \ vv \ VA VA/VA/VA \ V AwV�V�V�V�V��VwV�V��V��V�\ v/v/v VA/VA VA VA/VA�AA,�A�VA��Vw/` THERETO. SEE SHEET C.DT.2 FOR ADDITIONAL EARTHWORK o _�=_ w d y U Z \�\ \ /' /i i3"THICKNESS OF PLANT NIiX PAVEMENT 112"SP-3 MIX DESIGN 64-28 /\/ //\/' 6'VERTICAL CURB PER ACHD CONCRETE SIDEWALK REQUIREMENTS. - a- o y COMPACTED TO 95%OF MAX THEORETICAL DENSITY(HVEEM) SUBGRADE SUPPLEMENTAL STANDARD PER y d a ti DRAWING SD-701 STANDARD DSUPPLINGSD-L 2. THE ASPHALT PAVEMENT MIX DESIGN SHALL BE A SUPERPAVE 112" MIX P° =�= ` STANDARD DRAWING SD-709 COMTHICKNESS EDT095%MAXNUS CRUSHED AGGREGATE BASE DESIGN(PG-64.28)AND MEET THE REQUIREMENTS OF SP-3 PER ISPWC ` ° 'o _�.3= 0 6"VERTICAL CURB PERN� o c ¢� c E o 0 ACHD SUPPLEMENTAL COMPACTED TO 95°/ A DRY DENSITY PERASTM ASTM D1557 GRANULAR STRUCTURAL GRANULAR STRUCTURAL STANDARD DRAWING SD-701 FILL AS REQUIRED BY FILL AS REQUIRED BY SECTION 810"PLANT MIX PAVEMENT". ° 0 20.0"THICKNESS OF 6"MINUS UNCRUSHED AGGREGATE BASE SITE CONDITIONS SITE CONDITIONS COMPACTED TO 95%MAX DRY DENSITY PER ASTM D1557 3. AGGREGATE BASE MATERIALS(314"MINUS CRUSHED AGGREGATE&6" �_ o Z SEE SHEET C.DT.2 FOR SEE SHEET C.DT.2 FOR s=2 STRIPPED,PREPARED NATIVE SUBGRADE OR GRANULAR STRUCTURAL FILL EARTHWORK REQUIREMENTS EARTHWORK REQUIREMENTS MINUS UNCRUSHED AGGREGATE)MATERIALS SHALL COMPLY WITH .0 COMPACTED TO 95%MAX DRY DENSITY PER ASTM D1557 DIVISION 800 OF THE ISPWC. n` a = r E 0 4. ALL SUBGRADES,STRUCTURAL FILL MATERIALS AND PLACEMENTS o o E:3 s . w ROADWAY SECTION #1 S. RECREATION AVE. STA 6+44.92 TO 8+22.09 SHALL BE APPROVED BY ACHD PRIOR TO COVERING UP THE WORK OR F__ >=� Q Q1 ++ E a 4 H 5 .. W U PLACING SUBSEQUENT LIFTS. ,� o f a LL a Z N Q1 O E-' uwy E O C.RD.O 5. ASPHALT PAVEMENT SHALL BE COMPACTED IN ACCORDANCE WITH U a ti W THE ISPWC AND THE ACHD SUPPLEMENTAL SPECIFICATIONS TO THE 3 in ISPWC. DENSITY TESTING SHALL BE PERFORMED RANDOMLY ACROSS THE SITE AT A FREQUENCY TO BE DETERMINED BY THE OWNER'S Q N T> z 0 0 GEOTECHNICAL REPRESENTATIVE. c E� ¢ o E; - Z 6. THE ROADWAY SUBGRADE SHALL EXTEND 6-INCHES BEHIND THE BACK a VARIES 67.50'TO 73.50'ROW m w a a o VARIES 42.00'TBC TO TBC OF CURB. 2.00 18.00, 24.00' 1 8.00, 10.00, 5.50' c� TO x 8.00'VARIES 1.000'LANDING ' F 1.50/o 2.00' ° +l-0.25% 2.0%MAX. 0 8.00'TO 12.00' 2% 2% 2.00' 1.5% MATCH EXISTING M // oGRADE /\ soTYP. / °000\ ADE/ \/\ \ /\ \/\/\/ / 4'411cHf ss��P L�Wr f� k� `M f I � MrxlS�si�w s�!2a�/� /////�\///\///\//�.// /�,/i\ �Z lcd�e\ufz €R\a \ u�y CONCRETE SIDEWALK p�CHOV� COMPACTED TO 95%OF MAX THEORETICAL DENSITY(HVEEM) SUBGRADE SUPPLEMENTAL STANDARD PER ACHD SUPPLEMENTAL perM DIMNG p M 6"VERTICAL CURB PER 4.0"THICKNESS OF% DRAWING SD-701 STANDARD DRAWING SD-709"MINUS CRUSHED AGGREGATE BASE 1-800-34Q-1585 ACHD SUPPLEMENTAL COMPACTED TO 95%MAX DRY DENSITY PER ASTM D1557 GRANULAR STRUCTURAL GRANULAR STRUCTURAL STANDARD DRAWING SD-701 FILL AS REQUIRED BY FILL AS REQUIRED BY 20.0"THICKNESS OF 6"MINUS UNCRUSHED AGGREGATE BASE SITE CONDITIONS SITE CONDITIONS COMPACTED TO 95%MAX DRY DENSITY PER ASTM D1557 SEE SHEET C.DT.2 FOR SEE SHEET C.DT.2 FOR STRIPPED,PREPARED NATIVE SUBGRADE OR GRANULAR STRUCTURAL FILL EARTHWORK REQUIREMENTS EARTHWORK REQUIREMENTS COMPACTED TO 95%MAX DRY DENSITY PER ASTM D1557 CV ROADWAY SECTION #2 - S. RECREATION AVE. STA 9+47.21 TO 11+35.11 _ w 2 Q Q C.RD.O 0 a 0 W QQ LL O w VARIES 53.00 TO 56.50'ROW } ; 31.00'TBC TO TBC Q v 18.50' -8.00, 10.00, FRIES 02.00' 12.50' T � = J 1.00'LANDING �_ a.00' z.00' _ - - 1.50%+l-0.25% @ 2.0%MAX. w O 2% 2% 2.00' MATCH 2.00' 2.00' r px �'��'��v�\� VAVAVA/AAA U Lu EXISTING 3 V/ //A /�� Oo0o0o o°o�00 0 0 0 0 0 0 0 0°0 000 0 V//� Lu z O �_� = .. GRADE \ ° ° ° U° 51�t \ \ \ \ 0 0 0 0 0 o O \ \\ O o0 0 0 0 00 00 00 00 0 0 O O O O O O / / / / / O 0- 00 00 o0 00 00 00 00 00 00 0 0 \/\\/\\/ �\\,\\/\/.\ �\/\/. \/\\\\/\\ \\ \\ \/i\\/�\\ \ \ \\/\3\\�C\KNSS/(�F PL�TNT/I�I1X\��VhENT/(�13\ '3/M�X\//\\/�\\//�\/\\\/ \//\\ SUBGRADE B\GRADE /\/ /////r///�///// //, SUBGRADE S - DESIGN64.28 /�/ /\/' �6 VERTICAL CURB PER ACHD CONCRETE SIDEWALK cCC\ONAL F COMPACTED TO 95%OF MAX THEORETICAL DENSITY(HVEEM) SUPPLEMENTAL STANDARD PER ACHD SUPPLEMENTAL DRAWING SD-701 STANDARD DRAWING SD-709 �`` �G�STE F 'F 6"VERTICAL CURB PER 4.0"THICKNESS OF X"MINUS CRUSHED AGGREGATE BASE �� Q O 1 ACHD SUPPLEMENTAL COMPACTED TO 95%MAX DRY DENSITY PER ASTM D1557 GRANULAR STRUCTURAL GRANULAR STRUCTURAL STANDARD DRAWING SD-701 FILL AS REQUIRED BY FILL AS REQUIRED BY 20.0"THICKNESS OF 6"MINUS UNCRUSHED AGGREGATE BASE SITE CONDITIONS SITE CONDITIONS COMPACTED TO 95%MAX DRY DENSITY PER ASTM D1557 SEE SHEET C.DT.2 FOR SEE SHEET C.DT.2 FOR STRIPPED,PREPARED NATIVE SUBGRADE OR GRANULAR STRUCTURAL FILL EARTHWORK REQUIREMENTS EARTHWORK REQUIREMENTS S� 1-11-22 COMPACTED TO 95%MAX DRY DENSITY PER ASTM D1557 �TF OF �pP ER\��S� ROADWAY SECTION #3 - S. RECREATION AVE. STA 12+64.64 TO 15+29.40 3 jD.l c �• �• . oz o• co o• ■• ■• o• • . 00o o • Q Of O •• Of cf) 72.00'ROW co 47.00'TBC TO TBC v 5.00' 18.00, 29.00' 8.00, 10.00, 2.00' J t..) - - 8.00'TO 13.80' 1.00'LANDING � VARIES 2.00' O I 2% 1.50%+/-0.25% @ 2.0%MAX. w m 2.00' 2.00'-, 2% 2.00' 1.5% g MATCHT/ �- t N Qo 3:1M \ ° ° ° ° ° ° ° ° ° ° ° / /j j j j j o 00 00 00 0 00 00 00 00 00°0o a� EXISTING �/ \ \ - - � \\i\\\ \\ \\ \\ \\ \ GRADE / 0.50'� a a a a \ \ \ \ /\//\/�TYP• 0 00 00 00 00 00 00 00 0 0 0 o O n o0 00 00 oa o00o O O Oo0o0o 0 0 0 0 0 0 ° ° ° TYP.�//\\//\\//\\//\\� \\ \/\\/\\ \/\\\\\// o \j0 °pO0O0 000000 OOO / / / / / 00 00 °0 00 °o °0 00 00 °O o0 0 0 // //\//\//\//\//\//\ \j / /\/r./\/� \\� SUBGRADE z. o / �i E A�� / � T CKN SS F PLANT �E1T3 I�D S�GN 64-28) 6"VERTICAL CURB PER ACHD CONCRETE SIDEWALK ° zw TO 95%OF MAX THEORETICAL DENSITY(HVEEM) SUBGRADE SUPPLEMENTAL STANDARD m/r. PER ACHD SUPPLEMENTAL DRAWING SD-701 4.0"THICKNESS OF X"MINUS CRUSHED AGGREGATE BASE STANDARD DRAWING SD-709 o 6"VERTICAL CURB PER COMPACTED TO 95%MAX DRY DENSITY PER ASTM D1557 o a ACHD SUPPLEMENTAL GRANULAR STRUCTURAL GRANULAR STRUCTURAL STANDARD DRAWING SD-701 20.0"THICKNESS OF 6"MINUS UNCRUSHED AGGREGATE BASE FILL AS REQUIRED BY FILL AS REQUIRED BY o COMPACTED TO 95%MAX DRY DENSITY PER ASTM D1557 SITE CONDITIONS SITE CONDITIONS a z STRIPPED,PREPARED NATIVE SUBGRADE OR GRANULAR STRUCTURAL FILL SEE SHEET C.DT.2 FOR SEE SHEET C.DT.2 FOR O COMPACTED TO 95%MAX DRY DENSITY PER ASTM D1557 EARTHWORK REQUIREMENTS EARTHWORK REQUIREMENTS >Ln ? w wJ o'o ROADWAY SECTION #4 - S. RECREATION AVE. STA 16+96.49 TO 17+96.49 =� 4 �r �U W Q 0 C.RD.O U O Z� J z. V d ZZ Y U K ¢3 O K o_ O � �3 67.00'ROW V/ O °3 z 42.00'TBC TO TBC Z 5.00' 18.00, I' 24.00' 8.00, 10.00, 2.00' O U J 2 1.00'LANDING 1.50% @ 2.0%MAX. r 2% 2% /2.00 1.5% z o 2.00' 2.00' ~- -� ~- �- • • / W �n \ 'w � 0) MATCH �MPX / / �\ \ \\/\\ o o \\/ u1 J rn °' a ° ° a ° ° ° \ \ \ \ \ O oO oO oO o 00 00 00 00 00 00 ", EXISTING 3�/ �/�// ° _:, ,,._, �\//, // // // // // O O O O O o O \/ v/ c9 > � � w 0 00 00 00 Q (-) cO Y GRADE \\ 0.50'- a a a a a a a a a a a a a a a a \0.50\ \ \ \ \ \ \ v \ \ \ \ \ // //� \ z > co � / // // /TYP• 00 00 0 0 0 00 00 00 0 0 o a o 0 0 0 0 0 0 OoOo 0 o O o o O TYP // // // // / / // / /% /i. /i Q m z co \ \ \ Op0°Oo0°O p0 O o 00 00 00 00 00 00 00 00 00 0 00 \ \ \ \ \ \ \ \�\\ \ O ^co \ \/\/\/\/\/ \/\\/\\/\\/\\/\\/\\/\\ \\/\/ Q o coo } \��\ \��\ \\1 \ \ \��\1\\1\ \ \\/ \ \ \ \ \ \ \ \ \ \ \ \/ \ \ \ \ /\ \ \ \ \ \ \ \\ / SUBGRADE V z / r3' fNICKNE�S�OFISCRNTM (11Z"5P�3Mh�6N6428�\//\//%\/%\//\\//X\///\/\\ \ \/\\/\ r\\r\ r\ r\\r\\r\\ \\ d\UR�\/\ CONCRETE SIDEWALK O w w a Q \ /\\//\\// \//\// COMPACTED TO 95%OF MAX THEORETICAL DENSITY(HVEEM) \�\/ // / SUBGRADE SUPPLEMENTAL STANDARD a a DRAWING SD-701 PER ACHD SUPPLEMENTAL 6"VERTICAL CURB PER 4.0"THICKNESS OF X"MINUS CRUSHED AGGREGATE BASE STANDARD DRAWING SD-709 ACHD SUPPLEMENTAL COMPACTED TO 95%MAX DRY DENSITY PER ASTM D1557 GRANULAR STRUCTURAL GRANULAR STRUCTURAL JOB NUMBER: STANDARD DRAWING SD-701 FILL AS REQUIRED BY FILL AS REQUIRED BY 20.0"THICKNESS OF 6"MINUS UNCRUSHED AGGREGATE BASE SITE CONDITIONS SITE CONDITIONS I D B 19075 COMPACTED TO 95%MAX DRY DENSITY PER ASTM D1557 SEE SHEET C.DT.2 FOR SEE SHEET C.DT.2 FOR DATE: 09/29/21 STRIPPED,PREPARED NATIVE SUBGRADE OR GRANULAR STRUCTURAL FILL EARTHWORK REQUIREMENTS EARTHWORK REQUIREMENTS Q COMPACTED TO 95%MAX DRY DENSITY PER ASTM D1557 SHEET NUMBER: ROADWAY SECTION #5 - S. RECREATION AVE. STA 18+88.49 TO 19+03.49 °a C.RD.O 5Lu wp jD.l Page 252 Item#11. 3... IL ■ - I I I P: L a-T U v ; �. Z 0 U Keyed Notes o � � 3T = _ 3 wo ■ °° 15 ° Py /� 4 4 4dZ � 30 ■ j 1. 6"VERTICAL CURB AND GUTTER(TBC) PER ACHD Q V Z ■ >S \ y SUPPLEMENTAL STANDARD DRAWING SD-701. - 2 _" o v Op, �P w ■ �� j �i! °y ' I� . CATCH SLOPE LIMIT. _ � ° 0 ■ I 4 4 ml�9'b 15 j \�� Ill 3. CONCRETE SIDEWALK PER ACHD SUPPLEMENTAL STANDARD ` = o-- ■ \ I - I Py `Po %� �� 3� � ■ I ` GAF �� DRAWING SD-709. 5 _ - _ ■ I // ° !�ti �P // I ��2� II _ �=� ���A 4. ASPHALT PAVEMENT (COLLECTOR ROADWAY) -(SEE SHEET ----\' i BRIGHTON DEVELOPMEN AN Fgs��i I ,�� C.RD.o). o z ■ r I RIGHT OF WAY Py Fy ° 2 I Il / -- �° ° l i \� II \ 5. TEMPORARY TURN AROUND ASPHALT PAVEMENT SECTION - ■ ti� S1405120902 a 33.00'FUTURE l / III I \ e� (SEE 3/C.DT.9). v N III _ �o z ri FL:2747.37 Id /,�Id d Id d Id Id d d d- d d d d d -Id d FL:2749.13 ° PUBLIC STREET ° \ I I \ �6. ONSITE ASPHALT PAVEMENT SECTION -(SEE 3/C.DT.3). o aQ ■ 15+29.40,10.50'L / ° I III \ s 0 0 ■ LIP: 9.49.12 / QUARTER SECTION LINE I / 18+15.96,23.00'L ° 9 FL:2749.34 I I / \ \ 7. SEE STORM DRAIN ON "SD" SHEETS. a O s E 17+95.99,16.00'L o 18+69.01,23.00'L oo ° I 1 o _ Y / LIP:2753.75 y ° I FL-MA:2750.66 °( O .2 a a H 3 a ■__ _ - � - I LIP:2753.54 ° LIP:2753.26 a -FL:2749.42- + 1 8. GRAVEL SHOULDER -6"THICKNESS OF4" MINUS CRUSHED - w o ■ - ........ , .................. ......... ....T..B......................................off ° ....... .. .......... ° """"'' •....,• ° o ro.••••• x AGGREGATE BASE COMPACTED TO 95% MAX DRY DENSITY PER a� + „o'a W G / ° ° v ° a v ° °v v ° °v °° ° /� v . .....°........d....T•QB....... ..............::.::::::.................................... �� °° ............................-.......-............. ........... v I° 0 .TOE........ - ......_..... e...... ° ° _ °FL:2750.62 ° Q N a ° SLOPE SHOULDER DOWNWARD AT 2/°AWAY FROM :::::::::.:::::::::: ....... a o.. .. . ... TYP. 2751........ ..... ...... ...... •..... ... _ - ................. P ................. o /. �........ ° F I _ ASTM D698 C o -. ° .. . . °° Tn - 20+08.49,16.00'L E o w`~ ° o g.. TO.B............................................ ....................TflB............................. o _...... -....b�...... -. . .. .. a 13 a - T©$ ...................... T.Q ........ B O _ .. ....... ...................... T.Q ................ i............... _ ° ° . +d ...... t+f ....... ... ........ N........... 4�.?0.... ................ , ..... .A....... ° _ .................... v .....v......... ..o.... -0.6/ v �1 °::• •....o ... •o i -.................�_ `�.• ...ems. �� /- - w o ��...... ..../....................... .o... - -....... - _ �o 51... . ....,.. ». ....... - - o PAVEMENT_. - -2748.::.:•:..........-.g7LQ ::".:::::-:::::::• .......mx4y::::::� v M- ....... _�...............1..... ° ° p 27 w :: o e - "OF4 - o.... ................................................... .. .... ° ...- LIP:2750.66 c� U.........�. ..... ................. ......................... .. ..................................q........9.............a,.�m.-e �'W O . to / •.. •... ..~ ...s.......................... ............... ..� ...� Q r __ u, '--- - - ---- ....................................................-0,6%........ -- - - orb d Z 3 N - .... _ e�_- X � - --------------- .........2751 2753 •' °,� us z � =o -- -- _-----. F2750 7 - .......................... N... GUTTER PER ACHD SUPPLEMENTAL - - �.. ........ ■ .... N. ..'... 2753.... o \ ° o 000000 OQ N N N V .. 10 CONCRETE VALLEY L yoo _ _ - _ -- __dam= - N - M _ N _ . _ �P 8 60 15+95.98,12.70'L v� 16+62.57,EVCS ' ' d°' d01 DRAWING SD-708 N � N ° �"' '� Mz l 0 17+76.28 BVCS 1 18+8 99,1 0'L-Mz l\ �����-MZ't•.--- -- -- - T- ? ,l a T c,o o L }a N g 15+29.40 BVCS Mz l __ Mz l e V1z l -w Mz l 16+96.49,16.00'L / 5 LIP-HI PT:2753.70 I r m °3 11. CONCRETE PEDESTRIAN RAMP PER ISPWC SD-712C AND ADA - 1 ___ LIP:2749.64 oc 1 CL:2750.75 a LIP:2751.45 ve °O M 1 l o l a.9 Mz l 5 Mz l 1p 18+60.22 EVCS•.. LIP:2752.84 4- O >s, m w a o o m N CL:2749.33 4 -_N�--- -_ --- Q y;` - 04 -- ' _ �� CL:2753.52 s� o / o o ?> 1 �. o I 20+08.49 STANDARDS. THE LONGITUDINAL SLOPE OF THE PEDESTRIAN -- ------- - - ti `" 18+22.18 CL:2753.68 ? `�• �' CL:2750.98 RAMP SHALL NOT BE GREATER THAN 12:1; THE CROSS SLOPE N:84224.7654 -7----- 17+96.49 - 18+88.49 GB 4 E E.°. E.�- ■ S1 54'29.02"W �\ 17+00 ;:` ROADWAY CENTERLINE(CL) 5 CL HIGH PT:2754.02 "•.. 19+00 20+00 MEASURED PERPENDICULAR TO TRAVEL SHALL NOT BE E:462161.5957 W ■ 167.083' - I - - / :` SO°01'18.00v C 87 -754•►� .....••..... / CL:2753.17 �----- _ ;•'••SO°01.18.00"W L:2753.87 W ■ _ e - - i ,: � GREATER THAN 2.0% - NO TOLERANCE IS ALLOWED ABOVE THE o 9- 16+62.57 EVCS c o, 146.000' �' =y CON:CON:2753.06 �j 0 I 15+95.98 PVI 16+96.49 o q + s� 19+03.49,22.00'R 166.000' / 13 TYP.OF 4 _ ■ �? �i 15+g5.98,20.6T R $. RECREATION AVE. 18 00 18+42.49 18+88.49,22.00'R MAX. SLOPES. PROVIDE TRUNCATED DOMES PER ISPWC SD-712. ' 0o CL:2751.05 -c.i-� CON:2752.81 LIP:2752.46 N:83912.7655,: cl) o 15+28.79,16.50'R LIP:2749.48 o CL:2749.89 CL:2751.78 ,�r� - 18+18.25 PVI -CL:2753.92 LIP:2752.73 0 1 �i P - c E:462161.4777 I 2 TRUNCATED DOMES SHALL BE TRAFFIC YELLOW. W ••.I. LIP:2749.00 ?> 16+62.57,24.82'R I ?>s ?> 15 4 CL:2754.02 �! N:84078.7655 ON:2753.3 0 19+08.497 22.00'R N �' o ?. / �/Py o CON:2753.383 o N 12. 10'WIDE TYPE-II SIDEWALK TERMINUS BARRICADE PER ACHD W """"•••••••... 1 `� Q LIP:2750.55 �� / 17+96.49,27.00'R 2750 -_ / E:462161.5405 �� �� LIP:2752.36 c :•`% + 16+96.42,27.00'RT 4 o CON:2753.58 7 -- LIP:2753.06 18 I , , I I 2 20+08.49,22.00'R I �- i°••, �� �� � ti : �O STANDARDS. BARRICADES SHALL HAVE THICKENED EDGE LIP:2751.26 c" LIP:2753.33 , 11 1 19+12.49,22.00'R 10 ,6' 1 I PT. 1s% - �- / LIP:2750.54 LIP-H •2753 51 �� ■ / CON:2753.94 / 10 LIP:2752.29 14 ALUMINUM W/6"WIDE RETRO-REFLECTIVE RED/WHITE CD- I `''. LIP:z753.o9 + - CONTACT DMINE ' I // `'.. G1 .2753. 4 P CON-2753.38 / l DIAGONAL DECALS. PAINTED SIGNS ARE NOT ALLOWED. �° o N / CON 7 / oo BARRICADE MUST HAVE A KICK PLATE AT THE BOTTOM TO �fIOV� / E- I I PROVIDE CANE DETECTION. BEFORE DIGGING •. LIP:2753.51 o ` ...... °a,..17 AC:2752.35 1-800- 2-1 ■ ° °� ° ��11cp' ° a / o $ CON:2753.69 t3 °-•ts^/,tea°, t•0% CON:2753.07 �_ 0 1z.00' O.CON:2752.99 I'I 3� RIM:2750.74 13. TYPE-III ROADWAY TERMINUS BARRICADE PER ACHD r°a ,:•'6° ° a c o CON:2753.57 F I 20+08.49 26.00'R s ° va y ■ o \ ......................N - / I I STANDARDS. BARRICADE SHALL INCLUDE A SIGN THAT STATE / ,6 ■ CON 2753.08 _ - - oo CON.2753 LIP.2750.54 STREET WILL "••••••••• - ••••••••• � a P 5a � �� l a,= ;,ea° � _ � >� I •� .�>s 'THIS IS A DESIGNATED COLLECTOR ROADWAY._2749................. s ... ° e '' - RIM.2750.65 a a - ° ° a 1 < } Py ° � - BE EXTENDED AND WIDENED IN THE FUTURE 3 /128% <° c�e-4s%ae v ;� ;~ -0.7% .9% �' \� I I 7 // �u .......... �.\........ 4 ° ° -0.5% 14 __ w.l....�_�.......... /< CON:2753.81 / a 4.5% -0.7% 4 ■ 16 0 ----- "� i,, """"'••.� - _ - - - •- CON:2753.96 ~°.°.a...~ CON:2753.72 CON:2753.23 1 3 1 I I ^ yol° // VALLEY GUTTER ENTERS TO EHSTORM DRA N NAT ALL FLOW ILET.THIN THE . SHAPE VALLEY GUTTER ■ \ M n - =""" I 1 coN 2753.91 d ° T/ CON.2753.41 I I N ■ \ - / o 'o / - �_ 11 CON:2753.14 I f / 2 -- \ a ------ �<o __ \ __i a coN:2753.ai $` 15. RETAIN & PROTECT EXISTING GAS LINES -SEE NOTE 1 ON THIS W ---- ----- �y c.i- -----� \ / CON:2754.04 �� I I ? / / Z Cn j I / I 11 CON:2753.18� ��$p` >s o SHEET. CONTRACTOR SHALL COORDINATE WITH WILLIAMS Q J / P / CON'2753,68 16 18+60.49,52.00'R PIPELINE AND DETERMINE THE EXISTING HORIZONTAL AND ¢ 2 o ACHD SLOPE EASEMENT ♦ \\� i 16// Py ; 16 TBC:2753.85 �� I � / VERTICAL POSITION OF THE GAS LINES PRIOR TO START OF 0 a - \ \ 18+26.49,52.00'R / :' �°,r a° CONSTRUCTION. Y _ / 18+58.49,52.00'R F` o G TEMPORARY PUBLIC D' Z ■ \ \ a p I // ��s // LIP:2753.85 o F..; ' / W / LIP:2753.43 I o Q Q � / TURN-AROUND EASEMENT 16. GRADE BREAK. ■ \ \ I 9r / �O- Py ?>S ' / 18+42.49 52.00'R \ I I I LOCATED AT EDGE OF PAVEMENT �7 MATCH EXISTING DITCH. LL ♦ a / 15 18 24.49,57.00'R AC:2753.64 I o tG"' EG j (ACHD TO RELEASE TEMP.EASEMENT ■ \ \ I / !!q r,� P / Lu TBC:2754.14 ^�0 36.00' 00 �� I I �, � �� :,:•' ONCE IT IS NO LONGER NEEDED) 18. CURB TERMINUS PER ACHD SUPPLEMENTAL STD. DWG SD-707. 0 W ., \ 1..................... \ \ 18+26.49,57.00'R / I I I ` �y1•... / U \ DISCOV Y PA K LIP:2753.72 / I I I / Notes C� `n 1. CONTRACTOR SHALL OBTAIN A COPY OF THE WILLIAMS 16 PIPELINE DEVELOPER'S HANDBOOK PRIOR TO BID. ALL WORK w w SEE SHEET C.GD.7 2 WITHIN THE WILLIAMS PIPE LINE EASEMENT SHALL BE 3 PERFORMED IN ACCORDANCE WITH THE CURRENT WILLIAMS ° a DEVELOPER'S HANDBOOK - NO SEPARATE PAYMENT SHALL BE S. RECREATION AVE. (STA 15+20 TO 20+08.49) MADE. SS�QNAL FNG, 2. CONTACT ACHD INSPECTION SERVICES AT 208.387.6284 A p��' �G\STE 2 MINIMUM OF 24 HOURS PRIOR TO REQUESTING INSPECTION. Q� F 0 20 40 3. ABANDONED BUILDINGS, TEST PITS, OR WATERWAYS LOCATED FEET WITHIN CURRENT OR FUTURE RIGHT-OF-WAY SHALL BE 3 RE-EXCAVATED TO NATIVE SOIL AND BACKFILLED WITH STRUCTURAL FILL PER ISPWC SPECIFICATIONS. PROVIDE SOILS F OF2 DATA TO VERIFY NATIVE MATERIAL MEETS THE REQUIREMENTS ��ss ER�C�S� FOR ENGINEERED FILL PER ISPWC SPECIFICATIONS AND 15+20 15+40 15+60 15+80 16+00 16+20 16+40 16+60 16+80 17+00 17+20 17+40 17+60 17+80 18+00 18+20 18+40 18+60 18+80 19+00 19+20 19+40 19+60 19+80 20+00 20+20 PROVIDE A COPY OF THE COMPACTION TEST REPORTS. 2760 2760 4. PROVIDE TYPE-P SURFACE RESTORATION FOR UTILITY WORK � • WITHIN ASPHALT PAVEMENT AREAS. , ' • °. °. 5. PROVIDE ALL TEMPORARY IRRIGATION DITCHES AND PIPES AS ��. . . REQUIRED TO COMPLETE THE NEW IMPROVEMENTS. ALL �� �I �• .. .. °. . EXISTING DITCHES SHALL HAVE TEMPORARY REROUTING PVI STA: 1 +18.25 PROVISIONS SUCH THAT THE FLOW OF IRRIGATION WATER, AND PVI ELE DRAINAGE OF SURFACE WATER ACROSS THE SITE REMAIN K:21 06 UNINTERRUPTED THROUGHOUT THE DURATION OF c\I co LVC:8 .94 CONSTRUCTION. rn v C1400 HIGH PT.ST : 18+22.18 N co ;a HIGH PT EL, : 2754.02 co � cc 1- + ti + 1- CID 2756 W w �; 2756 w 2Z. PVI ELEV: 2 49.59 10 0 > > N o �! m J /\ w K: 74.8 m 0° w "' 0 c.) a LVC: 133.17 << z LL 0 0m mt c�i O z. O� Of _.... C W O o 0 N a 3 o + zG _� N N N U U -FINISHED GRADE AT ROADWAY C/L - ----_- _-- cn N Ill N ___ o > m w _� U z 0` 0 W z 2 LIP OF GUTTER .1.82% z ° �_ 2752 APPROXIMATE EXISTIHNG 2752 ° 613 - GRADE AT ROADWAY CIL + w w of K U t o I APPROXIMATE EXISTING GRADE 2T LT a a _ v _ J \ a v a o J J J _ Q V J -� IN c0 � zO 0 0.40- oc Z � � � � ACHD DI-2A ow - APPROXIMATE EXISTING GRADE 42'RT ACHD DI-2B W N Y k U¢ w3 0 10 ti c�3 2748 2748 Z Z N 00 RETAIN &PROTECT EXISTING WILLIAMS PIPELINE a W U I♦ m W W m z00c RETAIN&PROTECT y Lu0 co N N m 2744 EXISTING WILLIAMS PIPELINE 2744 I o w W W L Q U U .. Z 0- 0- ACHD SEEPAGE BED#2 - JOB NUMBER: IDBI9075 T_> DATE: 09/29/21 O SHEET NUMBER: ui J S. RECREA10ION AVE. - STA 1 +20 100 20 08.49 W C.RD.3 2740 2740 Page 253 15+20 16+00 17+00 18+00 19+00 20+00 20+20 Item#11. w Z d 00 = mE� / LL % 3 >' _ -_ - 'n U 0 ,^ N K W V! t aZ = L = W (LO - o� s � 3 z QU _ - o _ - E o F,rjjyyi = aQ o a N Z H " .3°��' O m v 30; c E 10e \ Q d •_ O Z E. LAKE HAZEL RD. -V - - � X Z 3 a �� z Z4 �sci 1 ---- —--— ———— a 54.00'FUTUREQa�I X 1 - - - woe o Y W z c_o PUBLIC STREET 1 = ea IL V a w Q o ac i x 9+84.75,20.00'L a a o R7-1 11+29.67,20.00'L 1 a R7-9 I V) _ e y-' t� LL a 6+84.70,14.50'L -a v I \ 1 d0 0 E o g T o N R7-1 9+47.67,5.50'L o 2 p 1 - - Q ga ' F V - N 1w _ -TOB — ' MERIDIAN FIR _ - - - N — — ,. ..._... — ��� w E a �o . \ (n o "a TO B -o T b 3 - _ ----__------ -T 0 B - - J _ N - Z TO B T 3 - A A V) ca E N Z � oow N o S. RECREATION AVE.COLLECTOR - - - - N - - - - - _ 0 11+34.67,5.50'L w POLICE STATION I m = a E a 9 — m 10+00- — — — 11+00_ w a a m ROADWAY IMPROVEMENTS FROM THE -6+OON,.z 2 7+00 8+00 +00 1 o c.i � — 3 — — — FUTURE APPROACH BY OTHERS ROAD TERMINUS TO E. LAKE HAZEL - + - i v 0 p S. RECREATION AVE.COLLECT R RD.TO BE COMPLETED BY OTHERS 5 8 w o s+22.o9,o.00' 9+47.67,5.50'R m 0 1o+12.s7,o.00' m ROADWAY IMPROVEMENTS FRO THE UNDER ACHD CDA I o I A J 11+34.67,5.50'R A 1 Z ROAD TERMINUS TO E. LAKE HA EL I ' 0 0 0 RD.TO BE COMPLETED BY OTH S 1 ' °�° °�° m J UNDER ACHD CDA J --- --------------o ---- EXISTINGROW --� --- - o J " 1 -----oo� Q FUTURE APPROACH BY OTHERS CONTACTDKaLINE -- _�--- o----- c a------ ------ ___ _ n_ III III M DEDICATED WITH P1 ��41 "' o \ /� c � 1 -I"IOVI _ /_ !� - ��/ !sue --—®®- N -- --------®®--� _ �®--------- — — BEFORE DIMNC III III e ,ON STREET PARKING PERMITTED WITHIN LIMITS SHOWN ON WEST SIDE OF STREET ONLY 1 `` 1-800-342-15 MERIDIAN FIRE POLICE STATION � ? ` FIRE STATION I PARK PROPERTY LINE = "' - o I N N - LI Z W ' II Q 1 y W — d v PLi OF. \ 17+84.51,22.00'L Y - 1 1 12+06.75,16.93'L _ R7-1 / / / I :..' DISCOVERY PARK iv LLI Z / 33.00' � Q N Q R7-1 a / I � 0 1 U Z 44�t iv W ~ M // LL PUBLIC // 'o wag ,� x / �' o + W t In N x z�Q- PHASE 1 o w 1 m O a _ _ / STREET / Q �I / \ I I cn e- 1 p m 14+83.39,14.50'L • // P> // o v Cri F TOB c____�- 0 R7-1 17+48.22,22.00'L N P / 18+88.99,22.04'L \ i I p cv�_ -,n- 801— - RZ_1 m / / // R7 1 ° a U C_n 1 12+00 - - - -------_- o TOB TO B/� — TYP.OF 4 2 I 3°1 30'RADIUS CURB RETURN I j w + - O- — - TOB TOB = — To / J APPROACH TO ROW ? F W 13 00 _ _ o TOB TOB TO - - 9 �" - -TOB � wt — — — — — — — — — — — — — — — — — — N — — — — — — — = 1 I 14+00 0 A o 7 J w Lu Q] O T°F TOE \ {� z O (/� 1 12+64.64,0.00' o 15+00 15+29.40,0.00' P1 18+42.49,0.00' 20+08.49,5.50'L i I 16+00 17+00 — — — 18+00 — — 19+00 — — — 20+00 _ , A o / \\ O d C. W 1 I 13+g7.02,0.00' M -I - - - �—ci) O 16+g6.49,5.50'R -P� 3 TYPE OF 4 J I d FUTURE APEX EAST ' " ~ m m - 16+01.08,19.65'R E — — — — — — — I GRAVITY IRRIGATION BOX ACCESS SUBDIVISION S\ONAL EN mS' c z ® p _ A _ _ _ 16+96.49,16.50'R 17+96.49,16.50'R p m 20+08.49,5.50'R w - — — — --- F —o .5------ --- - a - - - - - // c17+71.49 H/' D J Z_ r- - ------ --- _ _ o—o J 1 0 0 ---- _-_-_ - - p: / 17+04.69 H c�,t� :zav z r 4J r° / ROW DEDICATED WITH - ----___- --�_ - _ °�0 °�°. 1 '7) z+ra X g/ I ®® 15+28.24,22.47'R -- - - r' ,< = / I I - - - - 4 e I I V 1 ao1\ R7-1L 0 P /:' I �' 1-11-22 �O EXISTIGN ROW DEDICATED WITH P1 o- - G p�. F \� -- 1 ---- --p-"'- -�--/ O 20+01.38,55.40'R A� T OF y / c / °O. R7-1 SS /( ER\��S NP5 ,rye II . 1 / i 17+89.09,33.00'R G p g w • • i ON STREET PARKING PERMITTED ON WEST SIDE OF STREET \� P5 R7-1 R \ Z a it N I � 0• 05 • • • 1 \ @ I \ 16+96.49,33.00'RT vy N toE I I I •• • ■ \ R3-7R Z ———_ 19+58.49,78.00'R —��/� I I • • i• :• 00 \ I \ c e r^ O u LLJo R7.1 �loE / • • i SEE ONSITE Z�a � X I c PLANS FOR I I cn LANE STRIPING 19+16.89,57.20'R II,' co I co co ■ ■ ■ ■ ■ I Q ,6 N 10 \. . w N N Signage Keyed Notes O Striping Keyed Notes O Striping Notes qs I oN \ 9S I O a¢ DISC PARK 11 1. 10'WIDE TYPE-II SIDEWALK TERMINUS BARRICADE SHALL A. 4" DOUBLE CENTERLINE STRIPING (YELLOW) -SEE TS-1112 \ \ I I I C4 }J 1. ALL STRIPING SHALL BE IN ACCORDANCE WITH ACHD AND I . Qom z BE PROVIDED PER ACHD STANDARDS. BARRICADES SHALL STRIPING DETAIL#7. MUTCD STANDARDS. ��A \\ I wz. HAVE THICKENED EDGE ALUMINUM W/6"WIDE \ I ' a H cn s~ B. NOT USED. \ w � RETRO-REFLECTIVE RED/WHITE DIAGONAL DECALS. 2. OBLITERATE ALL STRIPING WITHIN THE LIMITS OF NEW 9S \� cn C4 x �m PAINTED SIGNS ARE NOT ALLOWED. BARRICADE MUST C. 8" ELEPHANT TRACKING (WHITE) -SEE TS-1112 STRIPING STRIPING IN ACCORDANCE WITH ACHD STANDARDS. 18+s3.4s,52.00'R �\ 9S 0 � oo DETAIL 11. R1-1 \ \_ '' I °� zQ HAVE A KICK PLATE AT THE BOTTOM TO PROVIDE CANE 3. ALL CROSS WALK MARKINGS SHALL BE WHITE \ c� a a z DETECTION. D. CROSSWALK (WHITE THERMOPLASTIC) - SEE TS1112 THERMOPLASTIC TAPE (2'WITH 4' GAP) AND BE CENTERED + F o STRIPING DETAIL#18. ON THE PEDESTRIAN RAMPS. SEE PLANS FOR CROSS a\ 'S I ¢ o w� 2. TYPE-III ROADWAY TERMINUS BARRICADE SHALL BE I a \ ,, I\ z W c) ° WALK WIDTHS AND LOCATIONS ¢ \I U- Q o x 3 - PROVIDED PER ACHD STANDARDS AND INCLUDE A SIGN E. 8" CHANNELIZING LINE (WHITE) -SEE TS-1112 STRIPING o q o H L w w wz THAT STATES "STREET TO BE EXTENDED IN THE FUTURE". DETAIL 15. 4. ALL STOP BARS AND TURN ARROWS SHALL BE WHITE R1.1 M M \ N w < THERMOPLASTIC TAPE. 30"x 30" _ _ \ - \ W ° z z 3. TYPE-III ROADWAY TERMINUS BARRICADE SHALL BE F. STOP BAR (WHITE THERMOPLASTIC) -SEE TS1112 STRIPING \ z 20 PROVIDED PER ACHD STANDARDS AND INCLUDE A SIGN DETAIL#19. 5. CONTACT ACHD CONSTRUCTION SERVICES PRIOR TO THAT STATES "THIS IS A DESIGNATED COLLECTOR PLACEMENT OR REMOVAL OF ANY PAVEMENT MARKINGS s \ Q x a4 G. NOT USED. \ i Z I ROADWAY. STREET WILL BE EXTENDED AND WIDENED IN TO CONFIRM COMPLIANCE WITH POLICY AND EXISTING \ (� a a THE FUTURE". H. TURN ARROW-WHITE THERMOPLASTIC PER ACHD PAVEMENT MARKINGS (208) 387-6280. \\ 9s\ / N N STANDARDS. 28'RADIUS CURB RETURN I I I 30'RADIUS CURB RETURN ■ APPROACH TO ROW 0� oz Signage Notes I. 4" CENTER LINE STRIPING, 18' SKIP + 7' STRIPE (YELLOW) Z "ow o SEE TS-1112 STRIPING DETAIL#1. E3 J. TWO WAY LEFT TURN LANE STRIPING, 7' STRIPE + 18' TEMP TURNAROUND EASEMENT TO ACHD 1. SIGNAGE SHALL BE PROVIDED AND INSTALLED IN SKIP(YELLOW) -SEE TS-1112 STRIPING DETAIL#9 0° I 0 N o0 ACCORDANCE WITH THE CURRENT EDITION OF THE 01 z 3 MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES ��\ / N (MUTCD), THE CURRENT EDITION OF THE IDAHO ui STANDARDS FOR PUBLIC WORKS CONSTRUCTION (ISPWC) AND THE ACHD SUPPLEMENTAL SPECIFICATIONS AND a REQUIREMENTS. Z Z 2. SIGN POSITIONING SHALL BE IN ACCORDANCE WITH MUTCD H Q C w SECTION 7B.03 AND ACHD STANDARDS. a z m z 4 � � 3. SIGN HEIGHTS SHALL BE IN ACCORDANCE WITH MUTCD N Q W Lu a } SECTION 2A.18 AND ACHD STANDARDS. S. RECREATION AVE. ACCESS SPACING at 0,U w 0- " X m W p waai Of a a o 0 120 240 ■ S. RECREATION AVE. STRIPING + SIGHAGE PLAN (STA 6+44.92 TO 20+08.64) FEET JOB NUMBER: ' IDB19075 ZQ DATE: 09/29/21 0 40 80 FEET SHEET NUMBER: ui o°c C.RS.1 w w Page 254 Item#11. cn c W wt a m 3 ` r X SEALANT-POLYURETHANE W Z OO - Esy- � z w = SEALANT FS-TT-S-00227, � o c 2'-0" w TYPE II NON-SAG,CLASS A U - _3, -r 1" @ TOOLED z w W � o�2 2 z 2'-0" 6" 1'-6" 6�� w JORNTDEDGE(TYP v z @ 1 a - _ , o RAD. TOOLED _ - y 0 JOINT EDGE(TYP.) W � o < o �.N 2"R c CONCRETE OR Q U 3 0 - _ - O �v L ° ° = m z n. '" BACKER ROD d O - 3 w v 50 1"R O ,� r a? ASPHALT PAVEMENT a° 2 CROSS LINKED o o„ ._ Too Z M „� ti c� * m ° �„ POLYETHYLENE a g o N N ,r, xi m z CA a ° WIDE ° o ° CONCRETE SIDEWALK, ORS - - - N 4_ EXPANSION a V a c ° R ° m p o JOINT WITH _ c M � R=3 112" 1"BAITER � yr ° __ - _ CONCRETE PAVEMENT w � o. oz �� w tir ° a POLYURETHANE CAULK ° - _ E s _ d z O d °� a - E 0 ° 4,000 PSI CONCRETE �O. 6" d a t0 AJ ° 0 4,000 PSI CONCRETE ° ° a a a a s ° ° o 0 0 o a a 0 oC w a a n °' W ° a >- Cc ` m ° a d o 0 0 o cn a - 6 ° a �o ° a - Z o o ° o 0 0 0 0 0 0 o Y a a ° 4,000 PSI CONCRETE Q ADJACENT FOUNDATION, d - ¢o z 4 ° CV Y o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 - 4"THICKNESS OF%"MINUS CRUSHED AGGREGATE BASE = a ac OR EXISTING CONCRETE L p S _ o o COMPACTED TO 95%MAX DRY DENSITY PER ASTM D1557 >o 0 0 0 0 0 0 0 �-, z o 0 0 0 0 0 0 0 0 0 6 MINUS CRUSHED AGGREGATE BASE o 0 0 0 0 o O z a a O DENSITY PER ASTM D1557 o F o SCORED CONTROL JOINTig � w o COMPACTED TO 95%MAX DRY ou�Uv o v O O O O O O O O O O < w a° a ° a ° a a ° CONSTRUCTION/EXPANSION JOINT Q c p - N z a 3 O O O O O O O O O O 00 �� - 0 0 0 0 0 O O O O O O O O O O C 31a"MINUS a o 0 0 p o O O O O O O C Z o 0 0 0 0 0 0 0 0 0 o z c, t� w ���� w CRUSHED EXTEND 6"MINUS UNCRUSHED < - o g'OR PER MGR. p w EXTEND 6"MINUS UNCRUSHED w AGGREGATE BASE o $ in a ¢ O O < O O O > coU RECOMMENDATIONS N NOTES AGGREGATE BASE UNDER CURB AS > AGGREGATE BASE UNDER CURB AS ¢ COMPACTED TO 95°/ O O O O O DODO C �ODODODC a a SHOWN ������C F o 0 o SHOWN o 0 0 MAX DRY DENSITY o OO OO 1. SEE PLANS FOR JOINT LAYOUT. JOINTS ARE AN N N _ w o ������ PER ASTM D1557 INTEGRAL PART OF THE DESIGN AND SHALL NOT w a e o a 6"MINUS UNCRUSHED AGGREGATE a O O 06"MINUS UNCRUSHED AGGREGATED O O O a �n VARY FROM PATTERNS AND LOCATIONS SHOWN. o } BASE COMPACTED TO 95%MAX Q O oO BASE COMPACTED TO 95%MAX �O oO oO oO C co ¢ 6"MINUS O ���0 cn M SEALANT-POLYURETHANE CONTRACTOR SHALL REVIEW THE CONCRETE - m O �O�O�O�O�O w C w UNCRUSHED EXTEND 6"MINUs OO OO OO o Al- SEALANT FS-TT-S-00227, o DRY DENSITY PER ASTM D1557 0 0U)1112>� 0 o w �� C DRY DENSITY PER ASTM D1557 w m w JOINTING PLAN AND NOTIFY ENGINEER OF ANY �� �� AGGREGATEBASE UNCRUSHED AGGREGATE ��� o ¢ z a TYPE II NON-SAG,CLASS A Y a JOINT PLAN MODIFICATIONS,OR ADDITIONS,PRIOR O O O O OO O O O O O O O O O COMPACTED TO 95% BASE UNDER CURB AS = BACKER ROD TO COMPLETING THE WORK.CONTRACTOR SHALL , O O O O O O O O O O O O O Oo0o0o0000000000000� o 0 0 0 0 0 0 0 0 0 o MAX DRY DENSITY OO SHOWN O�Oo0�0 Q REMOVE ANYFLATWORKTHATDOESNOT ' PER ASTM D1557 0 0 0� �� p o CONFORM TO THE DESIGN. GRANULAR STRUCTURAL �� '����� '�����,'����� '����� '�����,'����� '����� '�����,'�����,'�� GRANULAR STRUCTURAL ��,'�� ��,'�����,'�� ��,'�� ��,'�����,'�� ��,'��� GRANULAR STRUCTURAL FILL AS REQUIRED BY ' ' i i i FILL AS REQUIRED BY , i , i , i , i , i , i FILL AS REQUIRED BY SAWN CONTROL JOINT ,��� � ,��� ' � i� ' � i� � � i� ' � i� � � i� � � i� ' � i� ' � i� SITE CONDITIONS ' � �� � ���� � � �� � � �� � � �� � � �� � � �� SITE CONDITIONS SITE CONDITIONS i i i CONTACT DKXJNE C � ' � ' � ' �O O SUBGRADE � � � � � � ' � � SUBGRADE 48-HOURS SUBGRADE �C� � ��� / CONCRETE JOINTS 4 BEFOFE DIMNG i, SEE SHEET C.DT.2 FOR SEE SHEET C.DT.2 FOR SEE SHEET C.DT.2 FOR C.DT.O 1-800-942-=5 NOTES EARTHWORK EARTHWORK EARTHWORK REQUIREMENTS REQUIREMENTS REQUIREMENTS 1. GRADE AND ALIGNMENT TO BE ESTABLISHED BY THE CONTRACTOR NOTES 6" VERTICAL CURB (NO GUTTER) 1. GRADE AND ALIGNMENT TO BE ESTABLISHED BY THE CONTRACTOR NOTES 2. BASE:4-INCH COMPACTED DEPTH OF 3/4-INCH MINUS CRUSHED AGGREGATE BASE MATERIAL,PLACE AS SPECIFIED a UNDER SECTION-802 ISPWC;COMPACTED TO EXCEED 95%MAX DRY DENSITY PER ASTM D1557 2. BASE:4-INCH COMPACTED DEPTH OF 3/4-INCH MINUS CRUSHED AGGREGATE BASE MATERIAL,PLACE AS SPECIFIED 1. GRADE AND ALIGNMENT TO BE ESTABLISHED BY THE CONTRACTOR N UNDER SECTION-802 ISPWC;COMPACTED TO EXCEED 95%MAX DRY DENSITY PER ASTM D1557 CURB TYPE VARIES Z Lu 3. 1/2-INCH PREFORMED EXPANSION JOINT MATERIAL(AASHTO M 213)AT TERMINAL POINTS OF RADII. 2. BASE:4-INCH COMPACTED DEPTH OF 3/4-INCH MINUS CRUSHED AGGREGATE BASE MATERIAL,PLACE AS SPECIFIED (SEE PLAN) UNDER SECTION-802 ISPWC;COMPACTED TO EXCEED 95%MAX DRY DENSITY PER ASTM D1557 12" 2.0% Q 4. CONTINUOUS PLACEMENT PREFERRED,SCORE INTERVALS 10-FEET MAXIMUM SPACING(8-FEET WISIDEWALK). 3. 112 INCH PREFORMED EXPANSION JOINT MATERIAL(AASHTO M 213)AT TERMINAL POINTS OF RADII. �°( ) - Q 3. 1/2-INCH PREFORMED EXPANSION JOINT MATERIAL(AASHTO M 213)AT TERMINAL POINTS OF RADII. MAX. TYP. \� 0 W 0 5. MATERIALS AND CONSTRUCTION IN COMPLIANCE WITH ISPWC SPECIFICATIONS. 4. CONTINUOUS PLACEMENT PREFERRED,SCORE INTERVALS 10-FEET MAXIMUM SPACING(8-FEET WISIDEWALK). FINISHED GRADE 4. CONTINUOUS PLACEMENT PREFERRED,SCORE INTERVALS 10-FEET MAXIMUM SPACING(8-FEET WISIDEWALK). a (SEE PLANS) 6. BACKFILL AS PER SECTION-706. 5. MATERIALS AND CONSTRUCTION IN COMPLIANCE WITH ISPWC SPECIFICATIONS. a ` y��, LLI Z 5. MATERIALS AND CONSTRUCTION IN COMPLIANCE WITH ISPWC SPECIFICATIONS. �� ° 7. PROVIDE PORTLAND CEMENT CONCRETE IN ACCORDANCE WITH ISPWC SECTION 703. CONCRETE SHALL HAVE A 6. BACKFILL AS PER SECTION-706. E . FINISHED GRADE ` LL MINIMUM COMPRESSIVE STRENGTH OF 4,000 PSI WITH A MODULUS OF RUPTURE GREATER THAN 650 PSI,AND SHALL 6. BACKFILL AS PER SECTION-706. >>'� C��� 7. PROVIDE PORTLAND CEMENT CONCRETE IN ACCORDANCE WITH ISPWC SECTION 703. CONCRETE SHALL HAVE A (SEE PLANS) C j % 0 !Y W COMPLY WITH THE ITD REQUIREMENT FOR URBAN CONCRETE. �< MINIMUM COMPRESSIVE STRENGTH OF 4,000 PSI WITH A MODULUS OF RUPTURE GREATER THAN 650 PSI,AND SHALL 7. PROVIDE PORTLAND CEMENT CONCRETE IN ACCORDANCE WITH ISPWC SECTION 703. CONCRETE SHALL HAVE A W C o 0 0 0 0 0 0 0 0 8. SEE SHEET C.DT.2 FOR EARTHWORK REQUIREMENTS. COMPLY WITH THE ITD REQUIREMENT FOR URBAN CONCRETE. MINIMUM COMPRESSIVE STRENGTH OF 4,000 PSI WITH A MODULUS OF RUPTURE GREATER THAN 650 PSI,AND SHALL COMPLY WITH THE ITD REQUIREMENT FOR URBAN CONCRETE. O o 0 0 0 0 0 0 0 0 0 o c (� 9. ACHD SUPPLEMENTAL DWG.NO.SD-701 SHALL BE MODIFIED PER THIS DETAIL TO PROVIDE THE INDICATED BASE 8. SEE SHEET C.DT.2 FOR EARTHWORK REQUIREMENTS. �� SECTION THICKNESS SHOWN. 9. ISPWC DETAIL SD-701 SHALL BE MODIFIED PER THIS DETAIL TO PROVIDE THE INDICATED BASE SECTION THICKNESS AND 8. SEE SHEET C.DT.2 FOR EARTHWORK REQUIREMENTS. 00 00 o 0 0 0 0 0 0 0 0 0 o c u 0 REVERSE GUTTER PLATE. 9. ISPWC DETAIL SD-701A SHALL BE MODIFIED PER THIS DETAIL TO PROVIDE THE INDICATED BASE SECTION THICKNESS o 0 0 0 0 0 0 0 0 0 0 6" VERTICAL CURB & GUTTER (TBC) 6 REVERSE VERTICAL CURB & SHOWN. z PER ACHD SUPPLEMENTAL DWG. NO. SD-701 1 GUTTER (SD-701 ) (TBCR) 2 6" VERTICAL CURB-NO GUTTER (SD-701A) 3 GRADING AT EDGE OF SIDEWALK GRADING AT BACK OF CURBING S�ONAL EN C.DT.O C.DT.O C.DT.O AND CONCRETE PAVEMENT �\STE FG/"CIA NOTES 3 1. SEE LANDSCAPE PLANS FOR TOPSOIL AND SURFACING REQUIREMENTS. ADJACENT BUILDING LINE,COLUMNS,FOUNDATION, FINISHED GRADE s�-9TF OF CONCRETE FOOTINGS,OR FIXED STRUCTURE 2 2 OEo MAX FOR A FINISHED RADEANDJ ADJACENT -FOOT. FACILITIES SHALL SLOPE AT ��ss ER\C�So SEALANT-POLYURETHANE SEALANT FS-TT-S-00227,TYPE II NON-SAG,CLASS A 6 ISOLATION I EXPANSION JOINT MATERIAL : • • • CURVES SHALL BE a GRADING ADJACENT TO SIDEWALK CURBING 2 ,• 00 c • cG TANGENT(TYP.) \//��j�\ \ a J'R 7 7 MEDIUM TO FINE TEXTURED BROOM FINISH(SEE DETAIL 91C.DT.0) �PyoiX' \/j��j °R Q a°a AND CONCRETE PAVEMENT 5 : ; • TOOLED SCORE CONTRACTION JOINT WIDTH ,/? O\O�\\O�\\ 1 GUTTER 1 cn co 2'EDGE RADIUS(TYP.) +1 118" �Oj O �� as SEE LANDSCAPE PLANS FOR �� SLOPE PER PLAN 1 CURB WIDTH+l 118" \ a ° a ° ~REQUIREMENTS • CONCRETE CURB AND GUTTER i \O/\\O/\\ � a 5"THICK CONCRETE SHOWN FOR ILLUSTRATION ONLY. I �O/\O/�O 4,000 PSI CONCRETE 4,000 PSI REQUIREMENTS APPLY TO ALL \�O�O ° a o° o 0 0 o a o 0 0 0° o 0 0 0 0 0 o CONCRETE CURBING TYPES, 6"OF 314"MINUS CRUSHED BASE MATERIAL O a lo VALLEY GUTTERS,THICKENED I �jO�jO a 5' ow 0 0 0 0 0 0 0 0 0 0 0 0 o AS PER SECTION-800 COMPACTED TO 95% 10-FOOT STRAIGHT EDGE z EDGE SIDEWALK,CONCRETE MAX DRY DENSITY PER ASTM D1557. PAVEMENT,AND SIDEWALKS I 6 a V0 �� N, <z MAX GAP=114" WHEN STRAIGHT EDGE �� �� a° ° ° o OOOO OOOOO ODO O 6"MINUS UNCRUSHED AGGREGATE BASE IS PLACED AGAINST TANGENT CURB SECTION O� O� ° ° > o 0 0 0 0 o COMPACTED TO 95%MAX DRY DENSITY I ° 314"MINUS CRUSHED s� PER ASTM D1557 NOTES I AGGREGATE BASE zw ' 8U� < >U�C COMPACTED TO 95%MAX o m DRY DENSITY PER ASTM z� FILL AS AR REQUIRED EQUIRED BY AL 1 CURBING TYPESCONCRETE ,ANLLEY GUTTERS,THICKENED NOEDTHNESS EDGE SIDELERANCES APPLY TO ALL WALK,CONCRETE PAVEMENT,AND o D1557 04 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3 SITE CONDITIONS SIDEWALKS. as � � � � , � � , � � � � � � � � , � � GRANULAR STRUCTURAL FINE TO MEDIUM 0 FILL AS REQUIRED BY - SUBGRADE 2. WHEN TOLERANCES SHOWN RESULT IN CONFLICT WITH AMERICANS WITH DISABILITIES ACT ' ' ' ' ' ' ' ' SITE CONDITIONS TEXTURED BROOM �z (ADA)STANDARDS,ADA STANDARDS SHALL CONTROL. THERE IS NO TOLERANCE ABOVE THE i i i i i i i i i i FINISH w \OA\ O SEE SHEET C.DT.2 FOR ADA MAX SLOPE REQUIREMENTS FOR PEDESTRIAN FACILITIES. � EARTHWORK �O �O i�i� i� �� SUBGRADE o REQUIREMENTS 3. HORIZONTAL TOLERANCES:COMPLIANCE WITH HORIZONTAL STRAIGHTNESS SHALL BE SUCH O��O��O��O�j��j� �j�O� �j� �/ NOTES �w NOTES THAT THE MAX GAP=114" WHEN A 10-FOOT STRAIGHT EDGE IS PLACED AGAINST THE FINISHED SEE SHEET C.DT.2 FOR a4 1. SEE PLAN FOR SIDEWALK WIDTHS AND LOCATIONS. CONCRETE SURFACE. EARTHWORK 1. CONTRACTOR SHALL PROVIDE CONCRETE FLAT WORK MOCKUPS FOR THE 6 REQUIREMENTS BASKETBALL COURTS,SITE SIDEWALK,AND FOR CONCRETE PAVEMENT AT THE 4. ELEVATION TOLERANCES:ELEVATION COMPLIANCE SHALL BE+1-118 INCH. 2. SIDEWALK SHALL HAVE A LIGHT BROOM SURFACE FINISH. PLAZA AREA AROUND THE RESTROOMICONCESSIONS BUILDING AND ADJACENT TO �w NOTES 3. BASE TO BE COMPACTED TO EXCEED 95%MAX DRY DENSITY PER ASTMD1557. 5. VERTICAL THICKNESS TOLERANCES:PLUS 318 INCH,MINUS 114 INCH. THE SOFTBALL FIELDS, USING THE APPROVED CONCRETE MIX DESIGN,AND RECEIVE o-6 6. SURFACE SMOOTHNESS:SURFACE SMOOTHNESS SHALL BE SUCH THAT THE MAX GAP=114" 1. GRADE AND ALIGNMENT TO BE ESTABLISHED BY THE CONTRACTOR CONCRETE BROOM FINISH TEXTURE APPROVAL FROM THE PROJECT ARCHITECT AND o. 4. CROSS SLOPE MEASURED PERPENDICULAR TO TRAVEL SHALL NOT EXCEED 1.50%+1-0.25%;LONGITUDINAL SLOPE OF OWNER'S REPRESENTATIVE PRIOR TO PLACING ANY SITE CONCRETE. �o SIDEWALKS SHALL NOT EXCEED 4.6%. WHEN A 10-FOOT STRAIGHT EDGE IS PLACED AGAINST THE FINISHED CONCRETE SURFACE, 2. BASE:4-INCH COMPACTED DEPTH OF 3/4-INCH MINUS CRUSHED AGGREGATE BASE MATERIAL,PLACE AS SPECIFIED �3 INCLUDING TANGENT SECTIONS OF CURBING. UNDER SECTION-802 ISPWC;COMPACTED TO EXCEED 95%MAX DRY DENSITY PER ASTM D1557 2. CONTRACTOR SHALL ALLOW THE PROJECT ARCHITECT AND OWNER'S 5. JOINTS:SCORE SIDEWALKS AT INTERVALS AS SHOWN ON THE PLANS.SEE CONCRETE JOINTS DETAIL FOR ADDITIONAL REPRESENTATIVE 72-HOURS FROM THE TIME THE MOCKUPS ARE COMPLETED TO o 00 REQUIREMENTS. 7. CURBING WIDTH AND GUTTER WIDTH TOLERANCES SHALL BE+1-!'FOR TANGENT SECTIONS AND 3. 112-INCH PREFORMED EXPANSION JOINT MATERIAL(AASHTO M 213)AT TERMINAL POINTS OF RADII. REVIEW THE MOCKUPS AND PROVIDE COMMENTS,OR APPROVAL. Z 3 RADII. 6. PROVIDE PORTLAND CEMENT CONCRETE IN ACCORDANCE WITH ISPWC SECTION 703.CONCRETE SHALL HAVE A MINIMUM 4. CONTINUOUS PLACEMENT PREFERRED,SCORE INTERVALS 10-FEET MAXIMUM SPACING(8-FEET WISIDEWALK). 3. ADDITIONAL MOCKUPS MAY BE REQUIRED BY ARCHITECT,WITH NO ADDITIONAL COMPRESSIVE STRENGTH OF 4,000 PSI WITH A MODULUS OF RUPTURE GREATER THAN 650 PSI,AND SHALL COMPLY WITH THE 8. NON-CONFORMING WORK SHALL BE REMOVED AND REPLACED BY CONTRACTOR AT PAYMENT TO CONTRACTOR,IF THE FINISH ON THE INITIAL MOCKUPS ARE NOT ITD REQUIREMENT FOR URBAN CONCRETE. CONTRACTORS EXPENSE. NO SEPARATE PAYMENT SHALL BE MADE. 5. MATERIALS AND CONSTRUCTION IN COMPLIANCE WITH ISPWC SPECIFICATIONS. APPROVED. 7. SEE SHEET C.DT.2 FOR EARTHWORK REQUIREMENTS. 6. BACKFILL AS PER SECTION-706. 4. MOCKUPS SHALL BE LEFT IN PLACE UNTIL ALL SITE CONCRETE HAS BEEN z COMPLETED. CONTRACTOR SHALL BE RESPONSIBLE TO DISPOSE OF ALL CONCRETE - LO 7. PROVIDE PORTLAND CEMENT CONCRETE IN ACCORDANCE WITH ISPWC SECTION 703. CONCRETE SHALL HAVE A 9. ISPWC DETAIL SD-709 SHALL BE MODIFIED PER THIS DETAIL TO PROVIDE THE INDICATED CONCRETE AND BASE SECTION MINIMUM COMPRESSIVE STRENGTH OF 4,000 PSI WITH A MODULUS OF RUPTURE GREATER THAN 650 PSI,AND SHALL FLATWORK MOCKUP MATERIALS AFTER ALL SITE CONCRETE IS COMPLETE. ( > m w THICKNESS SHOWN. CONCRETE HORIZONTAL COMPLY WITH THE ITD REQUIREMENT FOR URBAN CONCRETE. Q m z � oo ONSITE CONCRETE SIDEWALK ISPWC SD 709 6 AND VERTICAL TOLERANCES 7 8. SEE SHEET C.DT.2 FOR EARTHWORK REQUIREMENTS. CONCRETE FLAT WORK MOCKUP 9 w o 9. ISPWC DETAIL SD-701A SHALL BE MODIFIED PER THIS DETAIL TO PROVIDE THE INDICATED BASE SECTION THICKNESS o Lu w a u- C.DT.O C. Of DJT.O sHowN. C.DT.O a a o JOB NUMBER: 6" VERTICAL CURB - SAND VOLLEYBALL 8 c IDBI9075 DATE: 09/29/21 C.DT.O to SHEET NUMBER: _w J W C.DT.0 w w 0 Page 255 Item#11. (2)#4 BAR X CONT. 3 L o r FENCE POST OVER PAVE 12"ON ALL NO STORMWATER PONDING PERMITTED 0O o a=y �5 EZ THICKENED EDGE (SEE LANDSCAPE) SIDES OF TENNIS&PICKLE BALL LL ~CONCRETE SIDEWALK REMOVE OVER PAVED 6" 6" E V U N U COURTS AND SAWCUT NEAT U o 3--:8.a- Z ADJACENT CONCRETE TENNIS I PICKLE BALL EDGE TO FORM THICKENED EDGE ASPHALT PAVEMENT EXISTING W w�/ - _ T COURT-SEE LANDSCAPE CONCRETE SIDEWALK AGAINST CONCRETE - y SIDEWALK SEE 61C.DT.O PLANS FOR SURFACING TENNIS 1 PICKLE BALL COURT-SEE LANDSCAPE - 1%SLOPE 1%SLOPE 1%SLOPE 1%SLOPE O - - w SAWCUT NEAT PLANS FOR SURFACING REQUIREMENTS TOWARDS TOWARDS TOWARDS TOWARDS SIDEWALK s a y o MEDIUM TO FINE TEXTURED BROOM FINISH REQUIREMENTS STRAIGHT EDGE AT GRASS GRASS GRASS GRASS SLOPE d N w 6-5 (SEE DETAIL 91C.DT.0) 6�� THICKENED EDGE o _ S a o LIMIT OF COURT CONCRETE SIDEWALK ° - GRASS ° ° O 0000000 0000000 0 � 4 a ° ° 4 � � N To ° o 0000000 0000000 0 ° 4 ° o = - a ;r, ° ` \\ \\ \\ \\ \\ \\ \\ \ \\ 114"R a o 0 0 0 0 0 0 0 o a ° 114"R 4 0 _ 0 0 6"THICKNESS 12 3.0"THICKNESS OF ASPHALT PLANT MIX PAVEMENT %\/j\//\//\/j\//\//\/j\ \/j O O O O O O O EXISTING 6 0 0-o o G A. 3 OF 314"MINUS CRUSHED AGGREGATE o o 318"SUPERPAVE SP-3 MIX DESIGN WIPG-58.28,NO RAP ALLOWED IN MIX DESIGN \\j\\j\\j\\j\\j0j\\ , 4 ° 000 SEE LANDSCAPE PLANSvoc!Dcc:>))�C�� aCONCRETEBASE MATERIAL COMPACTED TO 95% TENNIS&PICKLEBALL COURT o /\\/\\/\\/\\/\\/\\/\\/\ \\ O FOR REQUIREMENTSs SIDEWALKW/\/\/\/\/\/\/\/\ \/ 00 ASPHALT PAVEMENT SECTION � � � - - - - °"MAX DRY DENSITY PER ASTM D1557N ooOoOoOC4THICKNESS OF%"MINUS CRUSHED AGGREGATE BASE � \ \ \ j/ \\ ° a O o o Oo O O OoO4 a 000SEE DETAIL �� �� �� COMPACTED TO 95/o MAX DRY DENSITY PER ASTM D1557 \ \ \ \ \ \ \ \ V ° a 4 0 0 0000000 00000o a o _ o 13"THICKNESS •,° \ \\ \\ \\ \\ \\ \\ \\ \\ 0 0 0 0 0 0 0 0 0 0 0 N Z ° ///////////////////////// // ° 3 �� OF 6"MINUS UNCRUSHED AGGREGATE BASE ��00 ��00 ��00 �`�12"THICKNESS OF 6"MINUS UNCRUSHED AGGREGATE SUBBASE \\j\\j\\j\\j\\j\\j\\j\\j\\ \\/ ° 0 0 0 0 0 0 0 0 0 0 0 0 4"THICKNESS OF/°MINUS CRUSHED AGGREGATE BASE ° / / ° COMPACTED TO 95%MAX DRY DENSITY PER ASTM D1557 _ i r COMPACTED TO 95/o MAX DRY DENSITY PER ASTM D1557 \\ \\ \\ \\ \\ \\ \\ \\ \ \\ a ° O O O O O O e ° m 6-N , vUvUvUvL V L COMPACTED TO 95%MAX DRY DENSITY o 0 0 �, �� = rr r rr \ \ \ \ \ \ \ \� // ° a o000000 0 0 00000000o a °PER ASTM D1557 \CONCRETE FENCE O\\ \ �AR STRUCTURAL FILL AS REQUIRED BY SITE CONDITIONS i/ / / / / / / / /POST FOOTING \\\ \/ / / / / / / / \/ _ a0GRANULAR STRUCTURAL rr r r'° i� \� _� _rS UNCRUSHED AGGREGATE BASE \ \/\\\\ \/\\\\\\\ \\ ° a ° O 4 °r° 4 ° 4O O O O d - s oN o(SEE LANDSCAPE) \\\'\\\ ,\\\ ° // // //�// // // O // / ° ° 0 •- E FILL AS REQUIRED BY \��' TED TO 95/o MAX DRY DENSITY PER ASTM D1557 \ \\ \\ \\ \\ \\ \\/\\ \\ \\ OOO OOO o O O O +1 - / / / / / / / / // ° ° a o /moo 0 0 /moo o ° a ° \ \ \ \l\l / / / / v w SITE CONDITIONS SEE SHEET C.DT.2 FOR \/\/\/\ / /. /. /\/ \ \ \ \ 4000 PSI (2)#4 BAR X CONT. (2)#4 BAR X CONT. °a 4 /\\/\\/\4000 PSI EARTHWORK SUBGRADE SHALL BE PREPARED AND PROOF // // //< / // / ° ° a ° // // // \ \\ \\ \ \ \ TYP. SUBGRADE SHALL BE PREPARED AND PROOF �� / NOTE: SEE LANDSCAPE PLANS REQUIREMENTS COMPACTED PER THE SITE PREPARATION SECTION /\/\/\CONCRETE\ �( ) Q z \//\/O CURB \/i, r o COMPACTED PER THE SITE PREPARATION SECTION FOR FENCING,POST,AND OF THE GEOTECHNICAL REPORT AND BE APPROVED j//\\j jr/r/r/r j\jj \\j ° 4 4 0 0 0 0 0 4 ° ° /j/j//CURS / OF THE GEOTECHNICAL REPORT AND BE APPROVED \\i\\°a°° i\FOUNDATION REQUIREMENTS. BY OWNER'S GEOTECHNICAL REPRESENTATIVE PRIOR \\ \\ \\ \\ O \\ \\ \ \\ ° °a ° a \ \\ \\ \�\\ \\ BY OWNER'S GEOTECHNICAL REPRESENTATIVE PRIOR \ •a \ii \ \/j\ \ \/j\ \ \ \ \� a �� TO PLACEMENT OF OF ANY SUBBASE AGGREGATE OR GRANULAR \ \ \ \ \ \ O O O O \ \ \ \ \ \ \ \ \ - _ o = \i\\TO PLACEMENT OF OF ANY SUBBASE AGGREGATE i� STRUCTURAL FILL ° O O O O // // //V�/V�/�A�/�A�/V�/�A�/�A� Q +' - z OR STRUCTURAL FILL i 'i VAVAAVAA \VAAVAA\ mZ a o ow 0 0 0 0 0 0 0 0 0 0 o 0 0 0 0 0 0 0 \�\ 6"THICKNESS OF 314"MINUS✓/ // // // // // 6"THICKNESS OF 314"MINUS N o CRUSHED AGGREGATE BASE jAAjAAj/ AA%ACRUSHED AGGREGATE BASE a TENNIS & PICKLEBALL COURT ASPHALT PAVEMENT SECTION O N SEE SHEET C.DT.2 FOR EARTHWORK REQUIREMENTS ��\\ O\\\� COMPACTED TO 95%MAX DRY \ \ \ \ \COMPACTED TO 95%MAX DRY d �/ //// O O O // // //< m w a a 0 m NOTES DENSITY PER ASTM D1557 /\\/\\/ 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 \/\\/\\O DENSITY PER ASTM D1557 / THICKENED EDGE SIDEWALK - AT FENCE POST 1. ALL ASPHALT PAVEMENTS AND BASE MATERIALS,AND SUB-GRADE PREPARATIONS SHALL BE PROVIDED IN � ACCORDANCE WITH THE ISPWC AND THE PROJECT GEOTECHNICAL REPORT. �A/AA/AA/AA/AA/AA/AA/AA r r r r 18" r r rr r r i rr r r r 12 r AA VA/AA/AA/AA/AA/AA/� N.T.S. 2. ASPHALT PAVEMENT MIX DESIGN SHALL MEET THE REQUIREMENTS OF ISPWC SECTION 810"PLANT MIX PAVEMENT" j\//O//O//AA//O//O// i r ,r�� i rr rr r ri r� r rrr r rr rr r rrr rrr r rr rr r r r r r i A VA//AA//AA//AA//A 2 #4 BAR X CONT. NO RECLAIMED ASPHALT PAVEMENT(RAP)IS PERMITTED IN THE MIX DESIGN. 3. AGGREGATE BASE MATERIALS(314"MINUS CRUSHED AGGREGATE&6"MINUS UNCRUSHED AGGREGATE) /////\///\///\�/ // ///\�/ //////\///\// //\///\// /// / //\// / //\///V//V//\ V// // //�//�/��/��/��/ / / / / / //\�/��/�SUBGRADE / / //\/ THICKENED EDGE MATERIALS SHALL COMPLY WITH DIVISION 800 OF THE ISPWC. SEE SHEET C.DT.2 FOR EARTHWORK REQUIREMENTS /VOr�A/O�/ /A N� /\ �//l�/iAA/�A/�A/V�/�A 4. ALL SUBGRADES,STRUCTURAL FILL,AND BASE MATERIAL PREPARATIONS SHALL BE APPROVED BY OWNER'S /r / / / GRANULAR STRUCTURAL CONCRETE SIDEWALK FILL AS REQUIRED BY OOWACT D +ENE ADJACENT CONCRETE TENNIS I PICKLE BALL GEOTECHNICAL REPRESENTATIVE PRIOR TO COVERING UP THE WORK OR PLACING SUBSEQUENT LIFTS. SITE CONDITIONS URS SIDEWALK SEE 61C.DT.0 COURT-SEE LANDSCAPE 5. ASPHALT PAVEMENT SHALL BE COMPACTED IN ACCORDANCE WITH THE ISPWC AND THE PROJECT GEOTECHNICAL 6"MINUS UNCRUSHED AGGREGATE BASE 4S-E DI PLANS FOR SURFACING COMPACTED TO 95%MAX DRY DENSITY PER ASTM D1557 BEFORE DIC,gNC., MEDIUM TO FINE TEXTURED BROOM FINISH SLOPE REQUIREMENTS REPORT. DENSITY TESTING SHALL BE PERFORMED RANDOMLY ACROSS THE SITE AT A FREQUENCY TO BE (SEE DETAIL 91C.DT.0) SEE PLANS DETERMINED BY THE OWNER'S GEOTECHNICAL REPRESENTATIVE. 1-SOO-.342-=5 6. SEE SHEET C.DT.2 FOR EARTHWORK REQUIREMENTS. NOTES 6"THICKNESS � 12" °° 1. GRADE AND ALIGNMENT TO BE ESTABLISHED BY THE CONTRACTOR OF 314"MINUS CRUSHED AGGREGATE - o 0 2. BASE:4-INCH COMPACTED DEPTH OF 3/4-INCH MINUS CRUSHED AGGREGATE BASE MATERIAL,PLACE AS SPECIFIED BASE MATERIAL COMPACTED TO 95% TENNIS&PICKLEBALL COURT TENNIS & PICKLEBALL COURT ° • ASPHALT PAVEMENT SECTION UNDER SECTION-802 ISPWC;COMPACTED TO EXCEED 95/o MAX DRY DENSITY PER ASTM D1557 MAX DRY DENSITY PER ASTM D1557 N O O ASPHALT PAVEMENT SECTIONCN � � o o SEE DETAIL 3 3. CONTINUOUS PLACEMENT PREFERRED,SCORE INTERVALS 10-FEET MAXIMUM SPACING(8-FEET WISIDEWALK). W 13"THICKNESS O Z Q OF 6"MINUS UNCRUSHED AGGREGATE BASE o 0 0 o C.DT.1 4. MATERIALS AND CONSTRUCTION IN COMPLIANCE WITH ISPWC SPECIFICATIONS. Q = COMPACTED TO 95%MAX DRY DENSITY c rr r rr rr 5. BACKFILL AS PER SECTION-706.PER ASTM D1557 GRANULAR STRUCTURAL r rr r rrrr r rrrr r rrrr r 6. PROVIDE PORTLAND CEMENT CONCRETE IN ACCORDANCE WITH ISPWC SECTION 703. CONCRETE SHALL HAVE A W Q Q r rr r r rr r r rr r , rr MINIMUM COMPRESSIVE STRENGTH OF 4,000 PSI WITH A MODULUS OF RUPTURE GREATER THAN 650 PSI,AND SHALL 0 FILL AS REQUIRED BY r r r r r r r r i r O -- r r r rr r r rr i a a COMPLY WITH THE ITD REQUIREMENT FOR URBAN CONCRETE. LL SITE CONDITIONS r r r i J w 0 _j w C F- >- } o w ~ a o w a = w ~ upi � z 7. SEE SHEET C.DT.2 FOR EARTHWORK REQUIREMENTS. ; W SUBGRADE SHALL BE PREPARED AND PROOF \� \\ii\\\� \\\�\\�� v) = } cn w z -- O ~ c) a x "' a a0ZH Uwa � aaw 0r (> } COMPACTED PER THE SITE PREPARATION SECTION ,�\ \\\ii\\\� \\i\� z w a z o } LL O a O O- pUw � 0 -3 � 0LLoa AIL OF THE GEOTECHNICAL REPORT AND BE APPROVED _ �� �!�\ �\ \\- 11 L) ' ,l L) o a O a 0 1i w a o U U BY OWNER'S PLACEMENT OF OF REPRESENTATIVE PRIOR O p LU o O p w o 0 0 = W 0 a w 0 CONCRETE RIBBON CURB 40 YD DASH ui o a0ap a0w �n 0ww O TO PLACEMENT OF OF ANY SUBBASE AGGREGATE o a w w p a w p w o `+ ui OR STRUCTURAL FILL o p � O � p ~ ~ yC.DT.1 U SEE SHEET C.DT.2 FOR EARTHWORK REQUIREMENTS w w z O THICKENED EDGE SIDEWALK o ���� 7��� o000 ooQ00000000 N.T.S. \ONAL Fiy NOTES G\STE 1. SEE PLANS FOR SIDEWALK WIDTHS AND LOCATIONS. \\\ \ \ SMOOTH GRADE TRANSITION 2. SEE PLAN FOR SIDEWALK SLOPE REQUIREMENTS-POSITIVE DRAINAGE SHALL BE PROVIDED FROM ALL TENNIS COURT/PICKLE GRADING ADJACENT TO ASPHALT PATHWAY GRADING ADJACENT TO ASPHALT PATHWAY 3 BALL COURT,AND CONCRETE PAVEMENT SURFACES TOWARDS THE ADJACENT LANDSCAPE AREAS. 3. SIDEWALK SHALL HAVE A LIGHT BROOM SURFACE FINISH-SURFACE FINISH MOCKUP SHALL BE APPROVED BY OWNER PRIOR SMOOTH GRADE TRANSITION ���T1-11-22 PLO FINISHED GRADE /( ER\� GRADING ADJACENT TO ASPHALT °S F OF \ , TO PLACEMENT OF CONCRETE PAVEMENT. S S 4. BASE TO BE COMPACTED TO EXCEED 95%MAX DRY DENSITY PER ASTMD1557. /\//\//\//\//\//\//\//\//\//\//\//\//\/\ PATHWAYS AND CONCRETE PAVEMENT 4 r�\/,,\\,\\/;\/,\\,O\,O\/,\\,O\,O\/,\\\/,\\,O\/,\\\/,\\\/,\,\ LOW POINT 5 REQUIREMENTS. JOINTS AT INTERVALS AS SHOWN ON THE PLANS.SEE CONCRETE JOINTS DETAIL FOR ADDITIONAL C.DT.1 VA//r\j/\V/VA��VAr�O/��j/��j/����A//�A///VA��A//�A//�//\j�A//A/ jAAA //AA// / r •co �� Lf)�� • 6. PROVIDE PORTLAND CEMENT CONCRETE IN ACCORDANCE WITH ISPWC SECTION 703.CONCRETE SHALL HAVE A MINIMUM \/\'\/iiii /\\%j\%\\//\//\\%/\ //\ / / \ / \O�/\\/ " co • COMPRESSIVE STRENGTH OF 4,000 PSI WITH A MODULUS OF RUPTURE GREATER THAN 650 PSI,AND SHALL COMPLY WITH THE // • ITD REQUIREMENT FOR URBAN CONCRETE. \,\ 7. SEE SHEET C.DT.2 FOR EARTHWORK REQUIREMENTS. } o - } cn c a - a a a = Z H a = 0 a r w - rco THICKENED EDGE SIDEWALK ADJACENT cn o a ' w o a o ~o WIDTH-SEE PLAN 2.5"THICKNESS OF ASPHALT PLANT MIX PAVEMENT SMOOTH GRADE TRANSITION o • 0 O LLO Q a O LLO W , 00 a w w 00 a W N 2'SUPERPAVE SP-3 MIX DESIGN WIPG 58 28 FINISHED GRADE TO TENNIS & PICKLEBALL COURTS ~ O- w w ~ _ THE MAXIMUM ALLOWABLE RECLAIMED ASPHALT PAVEMENT(RAP) 1 c 0 = w LO o SHALL BE 17%BY WEIGHT OF THE TOTAL BINDER \ \ \ LOW POINT \\\r -SEE PLAN \ \ \ \SLOPE S S 77771,71 A//A//A/ A// w 1.75%MAX. AA V%AA%AA%AA%AA%AA%AA%AA%AA%AA%AA/A/A/ / /A/AA/AA/AA%A�VA%AA%AA%AA%AA%AA%AA%AA%AA%� F ~o C.DT.1 - /'V��VA���j�\ \j j\jj/\ \j j\ \ VA \jj/\jj/VAjj/\ jj/\j j\�/A✓//\j/// /j �// o PROVIDE SAWN JOINTS MO MATCH APPROVED MOCK-UP EDIUM TO FINE TEXTURED OM FINISH �� 4"THICKNESS OF%"MINUS CRUSHED AGGREGATE BASE \ v VA�VA�A vAAvAAVA//\VVA//VA//VVA//VA//VVA//V//VVA//VA//VA//VA//VA//VA//VA//VA///VA//�/AAA/���AO�r�A/AA O �a /\// (SEE DETAIL 91C.DT.0) � / COMPACTED TO 95%MAX DRY DENSITY PER ASTM D1557 /� /�//�// /�\/j\/j /j\/j�\�j\//•�//�/' 0� �� o o �o� o 0 0 �o� o 0 0 �o� / \ ^ ^\ 0 0 0 0 0 0 0 0 0 0 0 o Z. o 13X13-D5XD5 WELDED WIRE FABRIC SLOPE PER PLAN 5"THICK CONCRETE / 8"THICKNESS OF 6"MINUS UNCRUSHED AGGREGATE BASE s� 0 0 0 0 0 0 0 0 0 0 o COMPACTED TO 95%MAX DRY DENSITY PER ASTM D1557 z 0 os m 6"OF 314"MINUS CRUSHED BASE MATERIAL ' rrrr r rrrr r rr rr ' rrrr r rrrr ' i GRANULAR STRUCTURAL AS PER SECTION-800 COMPACTED TO 95% rr rr r rr rr r rrrr r rr rr r rrrr FILL AS REQUIRED BY zQ o o 0 0 0 0 0 0 0 o r r r r r r r r r r r r r r r r - NOTES: MAX DRY DENSITY PER ASTM D1557. r rr rr r rrrr r rr rr r rr rr r ,� � r SITE CONDITIONS o3 0 0 0 0 0 0 0 0 0 0 o it r r rr r r rr r r rr r as 13"THICKNESS OF 6"MINUS UNCRUSHED AGGREGATE SUBBASE r r r rr r r rr r r r / SUBGRADE 1. WITHIN LANDSCPE AREAS PROVIDE SMOOTH,ROUNDED SLOPE TRANSITIONS AT GRADE BREAKS AND FLOW LINES WITH z w� 0 0 0 0 0 0 0 0 0 0 o COMPACTED TO 95%MAX DRY DENSITY PER ASTM D1557 r r POSITIVE DRAINAGE TO INLETS. 0 GRANULAR STRUCTURAL SEE SHEET C.DT.2 FOR w FILL AS REQUIRED BY EARTHWORK rrr;rr,rrr;,r,r;r;O,r r;rr,r rr,r, SITE CONDITIONS REQUIREMENTS TYPICAL GRADE BREAK AND FLOW LINE SLOPE TRANSITION 7110 r r r r r r r r r r r � • �w SUBGRADE NOTES ASPHALT PATHWAY zu) 10 C.DT.1 0 _zo SEE SHEET C.DT.2 FOR J� EARTHWORK 1. ALL ASPHALT PAVEMENTS AND BASE MATERIALS,AND SUB-GRADE PREPARATIONS SHALL BE PROVIDED IN ACCORDANCE WITH THE ISPWC AND THE PROJECT W REQUIREMENTS GEOTECHNICAL REPORT. ow Y k 2. AGGREGATE BASE MATERIALS(314"MINUS CRUSHED AGGREGATE&6"MINUS UNCRUSHED AGGREGATE)MATERIALS SHALL COMPLY WITH DIVISION 800 OF THE w3 BASKETBALL COURT CONCRETE PAVEMENT ISPWC. c 3 NOTES 3. ALL SUBGRADES,STRUCTURAL FILL,AND BASE MATERIAL PREPARATIONS SHALL BE APPROVED BY OWNER'S GEOTECHNICAL REPRESENTATIVE PRIOR TO COVERING o 00 UP THE WORK OR PLACING SUBSEQUENT LIFTS. z �3 1. BASE TO BE COMPACTED TO EXCEED 95%MAX DRY DENSITY PER ASTMD1557. 4. ASPHALT PAVEMENT SHALL BE COMPACTED IN ACCORDANCE WITH THE ISPWC AND THE PROJECT GEOTECHNICAL REPORT. DENSITY TESTING SHALL BE PERFORMED 3. BASKETBALL COURT SHALL HAVE A LIGHT-MEDIUM BROOM SURFACE FINISH-SURFACE FINISH MOCKUP SHALL BE RANDOMLY ACROSS THE SITE AT A FREQUENCY TO BE DETERMINED BY THE OWNER'S GEOTECHNICAL REPRESENTATIVE. APPROVED BY OWNER PRIOR TO PLACEMENT OF CONCRETE PAVEMENT. 5. SEE SHEET C.DT.2 FOR EARTHWORK REQUIREMENTS. 4. SEE LANDSCAPE PLAN FOR FLATWORK SAWCUT JOINTING REQUIREMENTS. 6. NON-CONTAINED ASPHALT PAVEMENT EDGES SHALL BE HAND TAMPED TO PROVIDE A 45°EDGE. ci 5. 112"TRANSVERSE PREFORMED BITUMINOUS JOINTS AT THE TERMINUS POINTS FOR CURVE AND WHERE SIDEWALK IS PLACED z BETWEEN TWO PERMANENT FOUNDATIONS,PLACE 112"EXPANSION JOINT MATERIAL ALONG THE BACK OF WALK THE FULL 7. STRAIGHT HORIZONTAL TOLERANCES:COMPLIANCE WITH HORIZONTAL STRAIGHTNESS SHALL BE SUCH THAT THE MAX GAP=1" WHEN A 10-FOOT STRAIGHT EDGE IS w _ rn PLACED AGAINST THE FINISHED CONCRETE SURFACE. Q � 0 Y LENGTH. z > t 00 � 6. PROVIDE 4,000 PSI CONCRETE WITH A MODULUS OF RUPTURE GREATER THAN 600 PSI GENERALLY COMPLYING WITH ITD'S 8. ARC OR TANGENT HORIZONTAL TOLERANCES:COMPLIANCE WITH PATHWAY ARCS AND TANGENTS SHALL BE SUCH THAT THE MAX GAP=1" WHEN COMPACTED TO o a o } THE DESIGN HORIZONTAL ALIGNMENT. w Y o N m REQUIREMENTS FOR URBAN CONCRETE. w Q N X z SEE SHEET C.DT.2 FOR EARTHWORK REQUIREMENTS. 9. PATHWAY WIDTH TOLERANCES:COMPLIANCE WITH PATHWAY WIDTH SHALL BE SUCH THAT THE PATHWAY EDGES SHALL BE PARALLEL TO EACH OTHER AS DRAWN, 0 0- 7. w a u- AND THE OVERALL PATHWAY WIDTH SHALL SHALL BE 0"TO+1" WHEN COMPARED TO THE DESIGN WIDTH,NO MINUS. a a Of o 10. ELEVATION TOLERANCES:ELEVATION COMPLIANCE SHALL BE+I-114 INCH. JOB NUMBER: BASKETBALL COURT CONCRETE PAVEMENT 2 11. PAVEMENT THICKNESS TOLERANCES:PLUS 318 INCH,NO MINUS. To I D B 19075 12. CONTRACTOR SHALL REMOVE AND REPLACE THE FULL WIDTH OF THE ASPHALT PATHWAY AT LOCATIONS WHERE HORIZONTAL,VERTICAL,WIDTH OR THICKNESS C.DT.1 TOLERANCES ARE NOT ACHIEVED. SAW CUTTING PATHWAY EDGES TO ACHIEVE TOLERANCES SHALL NOT BE ALLOWED.NO SEPARATE PAYMENT SHALL BE MADE. y DATE: 09/29/21 SHEET NUMBER: ui ASPHALT PATHWAY 5 C.DT.1 C.DT.1 w W p Page 256 Item#11. 3 L - - W Z EARTHWORK PREPARATION, AND PLACEMENT OF FILL SHALL BE COMPLETED IN ACCORDANCE WITH THE FOLLOWING TABLE FOR THE SPECIFIC LOCATION/FEATURE INDICATED O LOL a N E LL --- - U DU =a - Z W � ��s� Tda= o ALL WORK, INCLUDING BUT NOT LIMITED TO, EARTHWORK, EXCAVATION, HAUL-OFF, BACKFILL, IMPORT, AND FILL SHALL BE INCLUDED IN THE PROJECT BID FOR THE WORK NO SEPARATE > w it= 0 PAYMENT SHALL BE MADE 0 F_ wcn - o aZ w = = w 3 o LL a DEFINITIONS: Q _ - - 3 Z a � o Toe Z�I}7 O Q SUBGRADE-SURFACE OR ELEVATION REMAINING AFTER COMPLETING EXCAVATION AND OVER EXCAVATION AS SPECIFICALLY INDICATED ON THE PLANS- IMMEDIATELY BELOW SUBBASE,OR TOPSOIL MATERIALS. o co G LAYER PLACED BETWEEN THE SUBGRADE AND THE BOTTOM ELEVATION OF STRUCTURE FOUNDATIONS,THE BOTTOM ELEVATION OF THE STRUCTURE SLAB DRAINAGE COURSE,THE BOTTOM ELEVATION OF THE LOWEST BASE COURSE FOR ASPHALT PAVING AA,- � SUBBASE- s w \mac a 05 / O �G• \ -- - - - 2743.0-" AND SITE CONCRETE FEATURES, OR THE BOTTOM ELEVATION OF A TOPSOIL COURSE. ` / C �n�03 \ ��yp0 BASE COURSE-LAYER PLACED BETWEEN THE SUBBASE COURSE AND ASPHALT OR CONCRETE PAVING. INCLUDES 3/4"(TYPE-1)CRUSHED AGGREGATE BASE COURSE COMPLYING WITH ISPWC SECTION 802,AND 6-INCH MINUS UNCRUSHED AGGREGATE BASE COURSE - 2 s= N 3= o a \::.�G ti1 "PIT-RUN"COMPLYIING WITH ISPWC SECTION 801. '_ N¢ `N o FG:2744.08 FG:2743.87 \ GRANULAR STRUCTURAL FILL-IMPORTED 6"MINUS UNCRUSHED AGGREGATE BASE AS PER THE IDAHO STANDARDS FOR PUBLIC WORKS CONSTRUCTION SECITON 801. MATERIAL SHALL HAVE NO MORE THAN 12 PERCENT FINES(PASSING THE NO.200 SIEVE). 1N1�� \G`L1 I \ / \ STRUCTURAL FILL- SEE PROJECT GEOTECHNICAL REPORT FOR DEFINITION. d P o 0 D J NON N y G1 4S L - ooE ; o U R13 �� I I o A o �' a DRAINAGE COURSE-4"THICK LAYER OF 3/4"MINUS TYPE-1 CRUSHED AGGREGATE BASE MATERIAL COMPLYING WITH IDAHO STANDARDS FOR PUBLIC WORKS CONSTRUCTION (ISPWC). DRAINAGE COURSE LAYER IS PLACED BETWEEN THE TOP OF THE SUBBASE COURSE D AND THE BOTTOM OF THE BUIILDNG CONCRETE SLAB 1�1y <1 \ . a 3 w N a i,L1A1 x��' L �,5�'5 FG:2743.86 R3�0 n s LL O1 o a W U / 1 a G. / tit tit a c T o 0 y�1 3 0 y6 �1R16 '`. G_ _ _ _ _ ""' '�G LOCATION/FEATURE EARTHWORK&SUBGRADE PREPARATION FILL REQUIREMENTS v U s N - _ ` o FG:2744.08 W 1 A.APPLICABLETO ALL ONSITE WORK,AND Q �, a a_T Z FINISHED FLOOR `b 1�16 / / WORK WITHIN THE S. RECREACTION AVE. ESTABLISH TOP OF SUBBASE TO THE BOTTOM OF THE FEATURE BASE COURSE ELEVATION BY o STRIP ALL ORGANIC MATERIALS AND ASSOCIATED ROOTZONES. EXCAVATE AS REQUIRED FOR FEATURE - d > �1yQ x�G RIGHT OF WAY-ALL CONCRETE SIDEWALKS, AGGREGATE BASE COURSE SECTIONS. THE EXPOSED SUBGRADE SHALL BE MOISTURE CONDITIONED,AND PLACING GRANULAR STRUCTURAL FILL EXTENDING HORIZONTALLY A DISTANCE EQUAL TO THE _ a o ti1 EL: 2748.13 / CURBS GUTTERS SITE CONCRETE DEPTH OF THE FILL BEYOND THE FEATURE ON ALL SIDES WITH EACH LIFT COMPACTED TO 95% OF _ FD ECG 161 6y 1R111 COMPACTED TO 95% OF THE MAXIMUM DRY DENSITY PER ASTM D1557 FOR FLEXIBLE PAVEMENTS; AND TO d m w a a o m \ SHELTER #1 TENNIS COURTS PAVEMENT,ASPHALTPAVEMENT,GRAVEL ° THE MAXIM UM DRY DENSITY PER ASTMD1557. GRANULARSTRUCTURALFILLSHALLBEMOISTURE ,L1A1 ( ) AREAS AROUND EXISTING MAINTENANCE PROJECT G OTECHN CAL REPORT. ALLREXSSTING ORGANICS AND DEBR S SHALL BE COM PLETEILY REMOVED. CONDITIONED AND PLACED IN 1.0 FOOT MAXIM UM LOOSE LIFTS AS PER THE STRUCTURAL FILL / SHOP,40-YD DASH, BOCCEBALL COURTS, SECTION OF THE GEOTECHNICAL REPORT. 'L1R1�0 /G L1a1g3 �G/ Q TENNIS COURTS,AND PICKLEBALL COURTS. , Al x�G ti1 x�G `L1�1g0 I // OVER EXCAVATEAT FOOTING LOCATIONS 3.0-FEET MINIMUM BELOW THE EXISTING GROUND ELEVATION TO ESTABLISH TOP OF SUBBASE TO THE BOTTOM OF FOUNDATION ELEVATION BY PLACING GRANULAR 00 �1p1 �Gy FG:2747.86 10 EL: 2744.19 TO EXPOSE COMPETENT, UNDISTURBED, NATIVE SANDY SILT SOIL. ALL EXISTING DEBRIS, STRUCTURAL FILL(IMPORTED 6"MINUS UNCRUSHED AGGREGATE BASE PER ISPWC SECTION 801)IN /,L1A1R1 �1. B. UNDER RESTROOM/CONCESSIONS EXCAVATE DEEPER AS REQUIRED FOR FOUNDATION EORGANIC,AND FILL MATERIALS SHALL BE COM LLEMENTY REM OS.EOVEREXCAVATION SHALL EXTENDD FROM BENEATH FOUN BUILDINGEMENTS- 12-INCH MAXIMUM LOOSE LIFTS, EXTENDING HORIZONTALLY BEYOND THE PERIMETER OF ALL ECG x� gti ti1�1gy / 7�.Q G�1b1' fpG / BUILDING FOUNDATIONS. FOOTINGS A DISTANCE EQUAL TO THE DEPTH OF FILL,OR 5-FEET,WHICHEVER IS LESS. GRANULAR HORIZONTALLY BEYOND THE PERIMETER OF ALL FOOTINGS A DISTANCE EQUAL TO THE DEPTH OF FILL. THE STRUCTURAL FILL SHALL BE MOISTURE CONDITONED AND EACH LIFT SHALL BE COM PACTED TO 95% �1p1• ECG 01 FG:2747.81 .• : // EXPOSED SUBGRADE SHALL BE COMPACTED TO AT LEAST 95% OF THE MAXIMUM DRY DENSITY PER ASTM CONTACT DKaLINE `L � D1557. OF THE MAXIMUM DRY DENSITY PER ASTM D1557. 48-HOURS ESTABLISH TOP OF SUBBASE TO THE BOTTOM OF DRAINAGE COURSE ELEVATION BY PLACING BEFORE DIMNG / STRIP ALL ORGANIC MATERIALS AND ASSOCIATED ROOTZONES. ESTABLISH SUBGRADE BY REMOVING ALL STRUCTURAL FILL OR GRANULAR STRUCTURAL(IMPORTED 6"MINUS UNCRUSHED AGGREGATE 1-800-342-=5 / 1�0�`L ✓ \ 00 EXISTING FILL MATERIALS AND LEAN CLAY SOIL TO A MINIMUM DEPTH OF 1.0-FOOT BELOW THE EXISTING BASE PER ISPWC SECTION 801). STRUCTURAL FILL SHALL BE MOISTURE CONDITONED AND PLACED g1Q1 IN 6INCH THICKNESS MAXIMUM LOOSE LIFTS AS PER THE STRUCTURAL FILL SECTION OF THE GROUND ELEVATION OR DEEPER AS REQUIRED FOR SLAB AND DRAINAGE COURSE CONSTRUCTION. THE ,�1p1• // Z3 1p1�y // FG:2748.00 "`. C. UNDER RESTROOM/CONCESSIONS MINIMUM REMOVAL DEPTH VARIES FROM 2746.19+!-TO EL: 22747.18+!-. THE UPPER 6-INCHES OF THE GEOTECHNICAL REPORT. GRANULAR STRUCTURAL FILL SHALL BE MOISTURE CONDITIONED AND BUILDING SLAB. PLACED IN 1.0 FOOTMAXIMUM LOOSE LIFTSAS PER THE STRUCTURAL FILL SECTION OF THE EXPOSED SUBGRADE SHALL MOISTURE CONDITIONED,AND COMPACTED TO 95% OF THE MAXIMUM DRY GEOTECHNICAL REPORT. STRUCTURAL FILL OR GRANULAR STRUCTURAL FILL SHALL EXTEND DENSITY PER ASTM D1557. ALL EXISTING ORGANICS AND DEBRIS SHALL BE COM PLETELY REMOVED FROM />� tit / / BENEATH SLAB ELEMENTS. HORIZONTALLY BEYOND THE PERIMETER OF ALL SLABS A DISTANCE EQUAL TO THE DEPTH OF FILL, \ �G'/ FG:2747.89 / OR 5-FEET,WHICHEVER IS LESS,WITH EACH LIFT COMPACTED TO 95% OF THE MAXIMUM DRY cy n/ DENSITY PER ASTM D1557. LU // \ )c / a / / z cn \ LSD / ::•:;;:;; N OVER EXCAVATEAT FOOTING LOCATIONS 3.0-FEETMINIMUM BELOW THE EXISTING GROUND ELEVATION TO Q Q \ / FG:2748.03 56 Y•::`""'"./ .ti1R16 EL: 2740.00 TO EXPOSE COMPETENT, UNDISTURBED, NATIVE SANDY SILT SOIL. ALL EXISTING DEBRIS, ESTABLISH TOP OF SUBBASE TO THE BOTTOM OF FOUNDATION ELEVATION BY PLACING GRANULAR 0 a 0 \ :•;:;;s::;: 1 ' ;:. =`' 1 �G STRUCTURAL FILL(IMPORTED 6"MINUS UNCRUSHED AGGREGATE BASE PER ISPWC SECTION 801)IN�`_ ORGANIC AND FILL MATERIALS SHALL BE COMPLETELY REMOVED FROM BENEATH FOUNDATION ELEMENTS- � `'c�G' � D. UNDER SHELTER#1 FOOTINGS(TENNIS 12-INCH MAXIMUM LOOSE LIFTS EXTENDING HORIZONTALLY BEYOND THE PERIMETER OF ALL a EXCAVATE DEEPER AS REQUIRED FOR FOUNDATION ELEMENTS. OVEREXCAVATION SHALL EXTEND LLI z � FG:2748.08 COURTS) FOOTINGS A DISTANCE EQUAL TO THE DEPTH OF FILL,OR 5-FEET,WHICHEVER IS LESS. GRANULAR Q HORIZONTALLY BEYOND THE PERIMETER OF ALL FOOTINGS A DISTANCE EQUAL TO THE DEPTH OF FILL. THE STRUCTURAL FILL SHALL BE MOISTURE CONDITONED AND EACH LIFT SHALL BE COM PACTED TO 95%EXPD_ 0 a EXPOSED SUBGRADE SHALL BE COMPACTED TO AT LEAST 95% OF THE MAXIMUM DRY DENSITY PER ASTM OF THE MAXIMUM DRY DENSITY PER ASTM D1557. LL 0- a O Lu Luw <7 4a OVER EXCAVATEAT FOOTING LOCATIONS 3.0-FEETMINIMUM BELOW THE EXISTING GROUND ELEVATION TO ESTABLISH TOP OF SUBBASE TO THE BOTTOM OF FOUNDATION ELEVATION BY PLACING GRANULAR �_ Q EL: 2744.42 TO EXPOSE COMPETENT, UNDISTURBED, NATIVE SANDY SILT SOIL. ALL EXISTING DEBRIS, 21 -5 ORGANIC STRUCTURAL FILL(IMPORTED 6"MINUS UNCRUSHED AGGREGATE BASE PER ISPWC SECTION 801)IN 0 SHELTER #2 (TEEN AREA) E. UNDER SHELTER#2 FOOTINGS(TEEN ,AND FILL MATERIALS SHALL BE COMPLETELY REMOVED FROM BENEATH FOUNDATION ELEMENTS- 12-INCH MAXIMUM LOOSE LIFTS, EXTENDING HORIZONTALLY BEYOND THE PERIMETER OF ALL U AREA) EXCAVATE DEEPER AS REQUIRED FOR FOUNDATION ELEMENTS. OVEREXCAVATION SHALL EXTEND FOOTINGS A DISTANCE EQUAL TO THE DEPTH OF FILL,OR 5-FEET,WHICHEVER IS LESS. GRANULAR ui 0 HORIZONTALLY BEYOND THE PERIMETER OF ALL FOOTINGSA DISTANCE EQUAL TO THE DEPTH OF FILL. THE EXPOSED SUBGRADE SHALL BE COMPACTED TO AT LEAST 95% OF THE MAXIMUM DRY DENSITY PER ASTM STRUCTURAL FILL SHALL BE MOISTURE CONDITONED AND EACH LIFT SHALL BE COM PACTED TO 95% F RESTROOM/CONCESSIONS BUILDING D1557. OF THE MAXIM UM DRY DENSITY PER ASTM D1557. w w z a ESTABLISH TOP OF SUBBASE TO THE BOTTOM OF TOPSOIL SECTION BY PLACING CLEAN FILL(GW, p a STRIP THE EXISTING GROUND SURFACE TO REMOVE ALL DEBRIS,ORGANIC MATERIALS,AND ROOTS. GP,SW, SP,GM,SM,M L-FILL, CL-FILL) FREE OF ORGANIC MATERIAL AND DEBRIS IN 12-INCH MAX F. LANDSCAPE AREAS EXCAVATE TO SUBGRADE. THE EXPOSED SUBGRADE SHALL BE COMPACTED TO 95% OF THE MAXIMUM DRY LOOSE LIFTS FOR GW, GP,SW AND SP MATERIALS AND 6-INCH MAX LIFTS FOR GM,SM,M L-FILL AND DENSITY PER ASTM D698. CL-FILL MATERIALS WITH EACH LIFT COMPACTED TO 85% OF THE MAXIMUM DRY DENSITY PER ASTM S\0AL LEGEND D1557. SEE LANDSCAPE PLAN FOR TOPSOIL REQUIREMENTS. Q��StLG\STE EG EXISTING GRADE ESTABLISH TOP OF SUBBASE TO THE BOTTOM OF FOUNDATION OR DRAINAGE COURSE ELEVATION G. WITHIN AREAS WHERE EXISTING BY PLACING STRUCTURAL FILL OR GRANULAR STRUCTURAL(IMPORTED 6"MINUS UNCRUSHED 3 UNDERGROUND FEATURES ARE TO BE AGGREGATE BASE PER ISPWC SECTION 801). STRUCTURAL FILL SHALL BE MOISTURE CONDITONED OVEREXCAVATE TO REMOVE EXISTING FEATURES AND ASSOCIATED BEDDING MATERIALS TO EXPOSE NATIVE 2700.00 EXISTING GRADE CONTOUR REMOVED FROM FROM THE SITE INCLUDING SOILS. THE EXPOSED SUBGRADE SHALL BE MOISTURE CONDITIONED AND RE-COMPACTED TO 95% OF THE AND PLACED IN 6INCH THICKNESS MAXIMUM LOOSE LIFTS AS PER THE STRUCTURAL FILL SECTION U'J 1-11-22BUT UTILITIES,SLEXITED TO UNDERGROUND IST EXISTING TREES,OR OTHER MAXIMUM DRY DENSITY PER ASTM D1557 IN ACCORDANCE WITH THE PROJECT GEOTECHNICAL REPORT. OF THE AND PLACED EN 1.0 FOOT MAXIMUM NICAL REPORT. GRANULAR LRFTS AS PER THE STRUCTURAL ILL SHALL BE STRUCTURALMOISTURE L SECTION OF THE CONDITIONED FEATURES TO BE REMOVED THAT REQUIRE OF ANY FILL.SUBGRADE APPROVAL FROM OWNER'S GEOTECHNICAL REPRESENTATIVE PRIOR TO PLACEMENT GEOTECHNICAL REPORT. STRUCTURAL FILL OR GRANULAR STRUCTURAL FILL SHALL EXTEND `S K ER\�� TP-3 GEOTECHNICAL REPORT TEST PIT NUMBER EXCAVATION BELOW THE EXISTING GRADE OF ANY FILL. HORIZONTALLY BEYOND THE PERIMETER OF ALL SLABS A DISTANCE EQUAL TO THE DEPTH OF FILL, SURFACE. OR 5-FEET,WHICHEVER IS LESS,WITH EACH LIFT COMPACTED TO 95% OF THE MAXIMUM DRY LQ 'tDENSITY PER ASTM D1557. • : • N . m • ,, •• •• • CO APPROXIMATE EXISTING GRADES WITHIN STRUCTURE ENVELOPES ' H. FUTURE SKATE PARK PAD. NO WORK REQUIRED IN THIS AREA-SEE PLANS FOR LIMITS NO WORK REQUIRED IN THIS AREA-SEE PLANS FOR LIMITS > M 00 00 � • 0 10 20 FEET u STRIP THE UPPER 1-FOOT THICKNESS BELOW EXISTING GRADE. REMOVE ALL ORGANIC MATERIALS AND ESTABLISH TOP OF SUBBASE TO THE BOTTOM ELEVATION OF IN-FIELD SURFACE COURSE ELEVATION co co I.SOFTBALL FIELD IN-FIELD. ASSOCIATED ROOTZONES. EXCAVATEAS REQUIRED TO ESTABLICH SUBGRADE. THE EXPOSED LEAN CLAY BY PLACING MOISTURE CONDITIONED NATIVE LEAN CLAY FILL IN 6-INCH MAXIMUM LIFTS WITH EACH • SUBGRADE SHALL BE MOISTURE CONDITIONED,AND COMPACTED TO 95% OF THE MAXIMUM DRY DENSITY LIFT COM PACTED TO 95% OF THE MAXIMUM DRY DENSITY PER ASTM D1557. SEE LANDSCAPE PLANS PER ASTM D1557. FOR SURFACE COURSE REQUIREMENTS. ESTABLISH TOP OF SUBBASE TO THE BOTTOM OF GARDEN AREA TOPSOIL SECTION BY PLACING w 2Z CLEAN FILL(GW,GP,SW,SP,GM,SM,ML-FILL,CL-FILL) FREE OF ORGANIC MATERIAL AND DEBRIS IN ¢ 'o J.GARDEN AREA. STRIP THE UPPER 6-INCH THICKNESS BELOW EXISTING GRADE. REMOVE ALL ORGANIC MATERIALS AND 12-INCH MAX LOOSE LIFTS FOR GW,GP, SW AND SP MATERIALSAND 6-INCH MAX LIFTS FOR GM,SM, °w ASSOCIATED ROOT ZONES. EXCAVATE AS REQUIRED TO ACHIEVE SUBGRADE. ML-FILL AND CL-FILL MATERIALS WITH EACH LIFT COMPACTED TO 85% OF THE MAXIMUM DRY a& DENSITY PER ASTM D1557. SEE LANDSCAPE PLAN FOR TOPSOIL REQUIREMENTS. <a o U 00 g~ Z W K. FUTURE BIKE PARK. NO WORK REQUIRED IN THIS AREA-SEE PLANS FOR LIMITS NO WORK REQUIRED IN THIS AREA-SEE PLANS FOR LIMITS �m Oo zz SLAB AND FOOTING EARTHWORK PREPARATION NOTES U� Oa O J d Z Z w= O OVER EXCAVATION SHALL EXTEND HORIZONTALLY LO o6 1. ALL STRUCTURAL FILL MATERIALS,AND SUB-GRADE PREPARATIONS SHALL BE PROVIDED IN SEE STRUCTURAL FOR BEYOND THE PERIMETER OF ALL FOOTINGS A Of ACCORDANCE WITH THE PROJECT GEOTECHNICAL REPORT AND THE PROJECT PLANS AND FOUNDATION AND DISTANCE EQUAL TO THE DEPTH OF FILL SPECIFICATIONS. SEE GEOTECHNICAL REPORT FOR ADDITIONAL REQUIREMENTS. WHERE FOOTING DEPTH CONFLICTS EXIST BETWEEN THE GEOTECHNICAL INVESTIGATION AND THE PROJECT PLANS AND REQUIREMENTS Jw aLL SPECIFICATIONS,THE MORE STRINGENT REQUIREMENTS SHALL APPLY. FINISHED FLOOR EL=2748.13 10 SEE GRADING PLAN EXISTING GROUND EL=2747.19 TO 2748.18(VARIES) zo 2. ALL SUBGRADES, GRANULAR STRUCTURAL FILL MATERIALS AND PLACEMENTS SHALL BE ;a.; : ` • Q z ww APPROVED BY OWNER'S GEOTECHNICAL REPRESENTATIVE PRIOR TO COVERING UP WORK. EXISTING GROUND EL=2747.19 TO 2748.18 (VARIES) \���-�\���r- L � � � o 0 ow \\\\\�\�\\\\�\�\�\�\\ o 0 0 0 0 o w � Q CONCRETE SLAB (SEE STRUCTURAL) 0. 3. ALL EXISTING CLAY SOILS SHALL BE COMPLETELY REMOVED FROM BELOW BUILDING �\_\�\\�\�_\\\ \\\ O O V�V�V�V� z a Q FINISHED FLOOR EL=2748.13 \/\\\/\\\� O OOOOOOOOC w w DRAINAGE COURSE°(3/4" MINUS CRUSHED AGGREGATE BASE PER ISPWC) FOUNDATION ELEMENTS. Z=\\\�� _ COMPACTED TO 95% MAX DRY DENSITY PER ASTM D1557 �y wo_ o >1 o=\ BOTTOM OF 4"THICK DRAINAGE COURSE - SEE ARCHITECTURAL PLANS FOR THICKNESS AND VAPOR BARRIER z g3 3. GRANULAR STRUCTURAL FILL MATERIALS SHALL BE PROVIDED IN ACCORDANCE WITH THE �� MINIMUM EXISTING ORGANIC AND SANDY \"\�\�\�\�\\ REQUIREMENTS (IF APPLICABLE) PROJECT GEOTECHNICAL REPORT. GRANULAR STRUCTURAL FILL MATERIALS SHALL BE 6 \\%� BOTTOM OF EXISTING ORGANIC MATERIAL AND CLAY V O V - LEAN CLAY MATERIAL REMOVAL ELEVATION =2744.19 \\ %\\\ \\�\\\�%\\\��\\\%\\` O O O O O GRANULAR STRUCTURAL FILL AS PER THE GEOTECHNICAL MINUS"PIT-RUN" PER THE IDAHO STANDARDS FOR PUBLIC WORKS CONSTRUCTION SECTION 801 - \��\\�\�\\\�\�\�\\�\\\�� \� SOIL REMOVAL 1.0-FOOT MINIMUM BELOW EXISTING o 0 0 o z o ° EXCAVATE DEEPER AS REQUIRED � \ \ '�\� \ �+'��\ GRADE, OR DEEPER AS REQUIRED FOR SLAB AND _ g REPORT COMPACTED TO 95/° MAX DRY DENSITY PER ASTM THE MAXIMUM DIAMETER SHALL BE NO MORE THAN z OF THE COMPONENT THICKNESS AND HAVE FOR FOUNDATION ELEMENTS %\\%� %\ %% \�" _ _ _ 3 \ \�\ \\\� \�\ \\\ \\\�\\ \�\'% \�\j \\%\\\� DRAINAGE COURSE CONSTRUCTION. MINIMUM ��-��� ��\_�� D1557. GRANULAR STRUCTURAL FILL PLACEMENT SHALL BE \VA\\�vvV\\ \\\v v,�\\�v \\\-, �vvV\\-A\\\\%�, 11 _-_ NO MORE THAN 12 PERCENT FINES PASSING THE NO.200 SIEVE). ��\\) \\\, REMOVAL DEPTH VARIES FROM EL: 2746.19±TO 2747.18± - _ ��� _ ���- IN ACCORDANCE WITH THE PROJECT GEOTECHNICAL z THICKNESS VARIES BASED ON FOUNDATION ��-��� = �� DEPTH AND BOTTOM OF EXISTING FILL SIIIIIIIIIIIII= II i I II' REPORT. (THICKNESS VARIES) z BOTTOM OF FOOTING ELEVATION w ° 4. GRANULAR STRUCTURAL FILL MATERIALS SHALL BE PLACED IN LAYERS NOT TO EXCEED 12 REMOVAL ELEVATION > � � Y Q 00 INCHES LOOSE THICKNESS AND BE MOISTURE CONDITIONED TO ACHIEVE OPTIMUM MOISTURE BOTTOM OF FILL MATERIAL REMOVAL Q m z o CONTENT PRIOR TO COMPACTION. COMPETENT, UNDISTURBED, NATIVE SANDY SILT SOILS PER THE PROJECT EXPOSED SUBGRADE NATIVE LEAN CLAY SOIL, REMOVE ALL ORGANIC MATERIAL AND DEBRIS PER o 0 o } GEOTECHNICAL REPORT. EXISTING ORGANIC MATERIALS AND CLAY LEAN CLAY SOILS GRANULAR STRUCTURAL FILL(IMPORTED 6"MINUS UNCRUSHED AGGREGATE BASE GEOTECHNICAL REPORT. OBTAIN SUBGRADE APPROVAL FROM OWNER'S GEOTECHNICP w Q X z SHALL BE COMPLETELY REMOVED FROM BELOW FOUNDATION ELEMENTS. COMPACT PER ISPWC SECTION 801)COMPACTED TO 95% MAX DRY DENSITY PER ASTM D1557. MOISTURE CONDITION AND COMPACT SUBGRADE REPRESENTATIVE PRIOR TO PLACEMENT OF FILL MATERIALS. p w E a I Q 5. AREAS OF COMPACTED GRANULAR STRUCTURAL FILL SHALL EXTEND OUTSIDE THE PERIMETER GRANULAR STRUCTURAL FILL SHALL BE PLACED BELOW ALL FOOTINGS BETWEEN OF THE FOOTING OR FEATURE FOR A MINIMUM DISTANCE EQUAL TO THE THICKNESS OF FILL. TO 95% MAX DRY DENSITY PER ASTM DE INDI 557 CONTACT OWNER'S OVALGEOT PRIOR TO THE BOTTOM OF THE EXISTING LEAN CLAY REMOVAL ELEVATION AND THE BOTTOM TO 95% MAX DRY DENSITY PER ASTM D1557 PER a a o REPRESENTATIVE FOR SUBGRADE INSPECTION AND APPROVAL PRIOR TO PLACEMENT OF ANY FILL MATERIALS OF FOOTING ELEVATION -THICKNESS VARIES. GRANULAR STRUCTURAL FILL SHALL THE PROJECT GEOTECHNICAL REPORT JOB NUMBER: 6. SEE ARCHITECTURAL PLANS FOR MOISTURE BARRIER REQUIREMENTS. BE PLACED AS PER THE GEOTECHNICAL REPORT. N IDB19075 RESTROOM/CONCESSIONS BUILDING - UNDER FOUNDATION PREPARATION RESTROOM/CONCESSIONS BUILDING - UNDER SLAB PREPARATION DATE: 09/29/21 SHEET NUMBER: SLAB, FOOTING AND SITE EARTHWORK PREPARATION C.DT.2 C.DT.2 W W p Page 257 Item#11. 3 L - - W Z MEDIUM TO FINE TEXTURED BROOM FINISH 00 = = a=y S. Z TO MATCH APPROVED MOCK-UP U _ -LL _r (SEE DETAIL 91C.DT.0) -2 3 0 / LL m 3 Y 13X13-D5XD5 WELDED WIRE FABRIC O H - - - U 6"THICKNESS OF PORTLAND - U y SEE PLANS FOR SIDEWALK WIDTH CEMENT CONCRETE(4,000 PSI) d Z - s - ` ° s - J o a0 a ° 30o LL 344 BARS BY CON'T. 6"THICKNESS OF 3/4"MINUS CRUSHED 3.0"THICKNESS OF ASPHALT PLANT MIX PAVEMENT �� AGGREGATE BASE COMPACTED TO 95%%%MAX �, MEDIUM TO FINE TEXTURED BROOM FINISH 2'SUPERPAVE SP-3 MIX DESIGN W/PG-58.28 - - T o� a /11 AT 18"O.C. PROVIDE z DRY DENSITY PER ASTM D1557 - SCORED TO MATCH APPROVED MOCK-UP THE MAXIMUM ALLOWABLE RECLAIMED ASPHALT PAVEMENT(RAP) - - V ` "2 0 SEE LANDSCAPE PLANS SEE DETAIL 91C.DT.O o SHALL BE 17%BY WEIGHT OF THE TOTAL BINDER a g y a ; - z BOCCE BALL COURT JOINTS ( ) �, 12"THICKNESS OF GRANULAR STRUCTURAL FILL oo 4 �- o N s o N REQUIREMENTS SLOPE PLAN 6"MINUS UNCRUSHED AGGREGATE BASE O O O O c�4"THICKNESS OF 4"MINUS CRUSHED AGGREGATE BASE w - �� o Z 5"THICK 4,000 PSI CONCRETE , COMPACTED TO 95%MAX DRY DENSITY �o��OoOo��OoOo��OoOo��� COMPACTED TO 95%MAX DRY DENSITY PER ASTM D1557 ° ° PER ASTM D1557 3' 6"THICKNESS OF 4"MINUS _\ -\\ �00 a�0� a�0� a�0� � 12"THICKNESS OF 6"MINUS UNCRUSHED AGGREGATE BASE CRUSHED BASE MATERIAL COMPACTED ;V AV'\�\V'\V A\\�\\�V i �'�� i GRANULAR STRUCTURAL FILL AS REQUIRED BY SITE CONDITIONS i i COMPACTED TO 95%MAX DRY DENSITY PER ASTM D1557 �z TO 98%MAX DRY DENSITY PER ASTM D698 SEE SHEET C.DT.2 FOR \\��\\� A' \\V'\3 \- 6"MINUS UNCRUSHED AGGREGATE BASE \ \ \ \ \ \ V <7 (\� \�\ \V', - / GRANULAR STRUCTURAL FILL AS REQUIRED BY SITE CONDITIONS - - - \ \ \ \ \ \ V A\\ �V�\ ��A o A\\ i "= 13"THICKNESS GRANULAR STRUCTURAL FILL EARTHWORK \\\,���A\ ,���A\\��� COMPACTED TO 95/o MAX DRY DENSITY PER ASTM D1557 V'��\\V���VA\�\V A 6"MINUS UNCRUSHED AGGREGATE BASE ' \ \ \ \ \ \ \ oo SEE SHEET C.DT.2 FOR <w 6"MINUS UNCRUSHED AGGREGATE BASE REQUIREMENTS \\, \\\��\�\\\ \\% \\ COMPACTED TO 95%MAX DRY DENSITY PER ASTM D1557 a C E_ P= o \\\\\\\\\\\\\\\\\\ o SUBGRADE SHALL BE PREPARED AND PROOF EARTHWORK N Y COMPACTED TO 98%MAX DRY DENSITY p COMPACTED PER THE SITE PREPARATION SECTION REQUIREMENTS W PER ASTM D698 SUBGRADE SHALL BE PREPARED AND PROOF a o \\\\\\\\\\\\ o 0 0 0 0 0 0 0 0 0 0 0 o OF THE GEOTECHNICAL REPORT AND BE APPROVED L a 3 N a a BY OWNER'S GEOTECHNICAL REPRESENTATIVE PRIOR COMPACTED PER THE SITE PREPARATION SECTION y +, GRANULAR STRUCTURAL FILL AS REQUIRED OF THE GEOTECHNICAL REPORT AND BE APPROVED Q r = LL 6"MINUS UNCRUSHED AGGREGATE BASE TO PLACEMENT OF OF ANY SUBBASE AGGREGATE OR GRANULAR p E o r z \/\\ �\/�\ COMPACTED TO 98/o BY OWNER'S GEOTECHNICAL REPRESENTATIVE PRIOR V O ° ° MAX DRY DENSITY STRUCTURAL FILL U w \'VA'iAA A TO PLACEMENT OF OF ANY SUBBASE AGGREGATE OR GRANULAR v z PER ASTM Q *' d g SUBGRADE SHALL BE PREPARED AND PROOF COMPACTED PER \ '°•//%/j\//j\//\\\//\\/\/\�i\�i\�i�\�i\�i�\�i�\�i\�i\� NOTES STRUCTURAL FILL L o z THE SITE PREPARATION SECTION OF THE GEOTECHNICAL REPORT SEE SHEET C.DT.2 FOR EARTHWORK REQUIREMENTS 1. ALL PORTLAND CEMENT RIGID CONCRETE PAVEMENT,BASE MATERIALS,AND SUB-GRADE PREPARATIONS SHALL BE PROVIDED IN Q N a T AND BE APPROVED BY OWNER'S GEOTECHNICAL REPRESENTATIVE ACCORDANCE WITH THE PROJECT GEOTECHNICAL REPORT. p a_ E w l PRIOR TO PLACEMENT OF ANY GRANULAR STRUCTURAL FILL o a o 2. PROVIDE PORTLAND CEMENT CONCRETE IN ACCORDANCE WITH ISPWC SECTION 703.CONCRETE SHALL HAVE A MINIMUM d m w a a o m a COMPRESSIVE STRENGTH OF 4,000 PSI WITH A MODULUS OF RUPTURE GREATER THAN 650 PSI,AND SHALL COMPLY WITH THE ITD NOTES NOTES REQUIREMENT FOR URBAN CONCRETE. 1. ALL ASPHALT PAVEMENTS AND BASE MATERIALS,AND SUB-GRADE PREPARATIONS SHALL BE PROVIDED IN ACCORDANCE WITH THE ISPWC AND 1. SEE SITE PLANS PLAN FOR SIDEWALK WIDTHS AND LOCATIONS. 5. CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 4,000 3. PROVIDE MEDIUM TO FINE TEXTURED BROOM FINISH. THE PROJECT GEOTECHNICAL REPORT. , PSI WITH A MODULUS OFRUPTURE GREATER THAN 650 PSI,AND SHALL REQUIREMENT FOR URBAN CONCRETE. 4. SAW CUT TO CONTROL SLAB CRACKING SHALL BE DI3 DEEP. "D"EQUALS THE DESIGN DEPTH OF CONCRETE PAVEMENT. 2. AGGREGATE BASE MATERIALS(314"MINUS CRUSHED AGGREGATE&6"MINUS UNCRUSHED AGGREGATE)MATERIALS SHALL COMPLY WITH ' 2. ALL SUBGRADE,SUB-BASE,AND BASE MATERIALS SHALL TO BE COMPLY WITH THE ITD R DIVISION 800 OF THE ISPWC. COMPACTED TO EXCEED 98%MAX DRY DENSITY PER ASTM D1557 AS 5. SEE SHEET C.DT.2 FOR EARTHWORK REQUIREMENTS. PER THE GEOTECHNICAL REPORT. 6. A CURING COMPOUND SHALL BE APPLIED TO ALL EXTERIOR CONCRETE 3. ALL SUBGRADES,STRUCTURAL FILL,AND BASE MATERIAL PREPARATIONS SHALL BE APPROVED BY OWNER'S GEOTECHNICAL REPRESENTATIVE SURFACES AS PER THE GEOTECHNICAL REPORT. 6. SEE ISPWC STANDARD DRAWING SD-714 FOR JOINTING CRITERIA. ALL CONCRETE PAVEMENT CONTRACTION JOINTS SHALL BE PRIOR TO COVERING UP THE WORK OR PLACING SUBSEQUENT LIFTS. 3. SCORE AT INTERVALS TO MATCH WIDTH OF WALK OR AS SHOWN ON 7. SEE SHEET C.DT.2 FOR EARTHWORK REQUIREMENTS. SAWN-SEE SHEET C2.0 FOR JOINT LAYOUT. 4. ASPHALT PAVEMENT SHALL BE COMPACTED IN ACCORDANCE WITH THE ISPWC AND THE PROJECT GEOTECHNICAL REPORT. DENSITY TESTING THE SITE PLAN. SHALL BE PERFORMED RANDOMLY ACROSS THE SITE AT A FREQUENCY TO BE DETERMINED BY THE OWNER'S GEOTECHNICAL REPRESENTATIVE. CONTACT DIC,LINE 4. CONCRETE JOINTS SHALL BE PROVIDED IN ACCORDANCE WITH THE 8. PROVIDE MEDIUM TO FINE TEXTURED BROOM FINISH. 7. PROVIDE KEYED CONSTRUCTION JOINTS PER ISPWC SD-714A. 48-HOURS 5. SEE SHEET C.DT.2 FOR EARTHWORK REQUIREMENTS. PROJECT GEOTECHNICAL REPORT. 8. SAWN JOINTS SHALL BE SEALED WITH A SILICONE SEALANT PER ISPWC SD-714B. BEFORE DIMNC., 1-800-342-1585 THICKENED EDGE CONCRETE SIDEWALK AT BOCCE COURT 1 ONSITE RIGID CONCRETE PAVEMENT SECTION 2 ONSITE ASPHALT PAVEMENT SECTION 3 C.DT.3 C.DT.3 C.DT.3 N W Q Q SEE PLANS FOR SIDEWALK WIDTH 4.0 CONCRETE VALLEY GUTTER PER ISPWC SD-708 W 0 24"DIA.FRAME AND COVER PER ISPWC SD-617 3-#4 BARS BY CON'T. PROVIDE STANDARD SLOTTED COVER FOR INLETS LLI Q Q j14 AT 18"O.C. PROVIDE MEDIUM TO FINE TEXTURED BROOM FINISH PROVIDE SOLID COVER AT NON-INLET LOCATIONS 2 0_ p SEE LANDSCAPE PLANS SCORED TO MATCH APPROVED MOCK-UP - LL JOINTS (SEE DETAIL 91C.DT.0) °��a��a ° oo a a�a a: O LU W FOR PLANTER AND °�o°�o°� a o o o W SLOPE PER PLAN s } > TOPSOIL REQUIREMENTS _ �oOo °oa °oa a a °oa °0 6"THICKNESS OF/"MINUS CRUSHED AGGREGATE BASE O 00 ' 5"THICK 4,000 PSI CONCRETE O� COMPACTED TO 95%MAX DRY DENSITY PER ASTM D1557 U U 3' 6"THICKNESS OF I.-MINUS ADO Ooo� Ooo� 0�0 6"MINUS UNCRUSHED AGGREGATE BASE COMPACTED TO 95%MAX DRY GROUT CONCRETE GRADE RINGS AS REQUIRED w I] CRUSHED BASE MATERIAL COMPACTED DENSITY PER ASTM D1557-THICKNESS TO MATCH ADJACENT PAVEMENT SECTION Z TO 98%MAX DRY DENSITY PER ASTM D698 \/\/\/\/\/ 8' o 0 0 �o 0 0 0 0 0 13"THICKNESS GRANULAR STRUCTURAL FILL ��\\\\\\\\\\ \\ ' //, GRANULAR STRUCTURAL FILL AS REQUIRED BY SITE CONDITIONS a p 30"DIAMETER CATCH BASIN HEAD U /A/A/A/ �� ��\ ' 6"MINUS UNCRUSHED AGGREGATE BASE = w w \;\/\/\/\/\/\/ SEE SHEET C.DT.2 FOR \� \\\\\\" a 'i (AMCOR CB130) z / /////////\ <N 6"MINUS UNCRUSHED AGGREGATE BASE \ \\\ \\\\� \�\ \\\ COMPACTED TO 95%MAX DRY DENSITY PER ASTM D1557 " ° a � � COMPACTED TO 98%MAX DRY DENSITY EARTHWORK a p a PER ASTM D698 REQUIREMENTS SUBGRADE SHALL BE PREPARED AND PROOF 0 o COMPACTED PER THE SITE PREPARATION SECTION GRANULAR STRUCTURAL FILL AS REQUIRED OF THE GEOTECHNICAL REPORT AND BE APPROVED TONAL E 24"DIA. 5 ' , 6"MINUS UNCRUSHED AGGREGATE BASE GROUT VA/�V/�V/�V//V ' i� ' COMPACTED TO 98%MAX DRY DENSITY BY OWNER'S GEOTECHNICAL REPRESENTATIVE PRIOR TO PLACEMENT OF ANY GRANULAR STRUCTURAL FILL PER ASTM D698 NOTES 29"DIA. Q �° SUBGRADE SHALL BE PREPARED AND PROOF COMPACTED PER \ A'<//%//j��/j��/j��/jV/jV��jV��jV��jV��jV��jV��jV�ijV�ijV�ij\/� a THE SITE PREPARATION SECTION OF THE GEOTECHNICAL REPORT SEE SHEET C.DT.2 FOR EARTHWORK REQUIREMENTS 1. GRADE AND ALIGNMENT TO BE ESTABLISHED BY THE CONTRACTOR 30"DIAMETER CONCRETE CATCH 3 AND BE APPROVED BY OWNER'S GEOTECHNICAL REPRESENTATIVE BASIN/INLET BOX PRIOR TO PLACEMENT OF ANY GRANULAR STRUCTURAL FILL 2. BASE:4-INCH COMPACTED DEPTH OF 3/4-INCH MINUS CRUSHED AGGREGATE BASE MATERIAL,PLACE AS SPECIFIED (f!x 1-11-22 (AMCOR CB-100) PZ� D1557 3. 1/2--ER SECTION-802 ISPWC;COMPACTED TO EXCEED 95%MAX INCH PREFORMED EXPANSION J -RY DENSITY L JOINT MATERIAL(AASHTO M 213)AT TERMINAL POINTS n NOTES OF RADII. 3 5 doss K o ER 1. SEE SITE PLANS PLAN FOR SIDEWALK WIDTHS AND LOCATIONS. 5. CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 4,000 4. CONTINUOUS PLACEMENT PREFERRED,SCORE INTERVALS 10-FEET MAXIMUM SPACING(8-FEET W/SIDEWALK). PSI WITH A MODULUS OF RUPTURE GREATER THAN 650 PSI,AND SHALL 5. MATERIALS AND CONSTRUCTION IN COMPLIANCE WITH ISPWC SPECIFICATIONS. w . r- , LO m • 2. ALL SUBGRADE,SUB-BASE,AND BASE MATERIALS SHALL TO BE COMPLY WITH THE ITD REQUIREMENT FOR URBAN CONCRETE. ' i co 00 00 co • COMPACTED TO EXCEED 98%MAX DRY DENSITY PER ASTM D1557 AS 6. BACKFILL AS PER SECTION-706. C'1 ' PER THE GEOTECHNICAL REPORT. 6. A CURING COMPOUND SHALL BE APPLIED TO ALL EXTERIOR CONCRETE w q .• 00 0 SURFACES AS PER THE GEOTECHNICAL REPORT. 7. PROVIDE PORTLAND CEMENT CONCRETE IN ACCORDANCE WITH ISPWC SECTION 703. CONCRETE SHALL HAVE A ' m .. ., • MINIMUM COMPRESSIVE STRENGTH OF 4,000 PSI WITH A MODULUS OF RUPTURE GREATER THAN 650 PSI,AND SHALL a N N 3. SCORE AT INTERVALS TO MATCH WIDTH OF WALK OR AS SHOWN ON SEE PLAN FOR PIPE SIZES, SEE PLAN FOR PIPE SIZES, THE SITE PLAN. 7. SEE SHEET C.DT.2 FOR EARTHWORK REQUIREMENTS. COMPLY WITH THE ITD REQUIREMENT FOR URBAN CONCRETE. ENTRANCE ANGLES AND GROUT ENTRANCE ANGLES AND z • 1 8. PROVIDE MEDIUM TO FINE TEXTURED BROOM FINISH. 8. SEE SHEET C.DT.2 FOR EARTHWORK REQUIREMENTS. INVERT ELEVATIONS INVERT ELEVATIONS 'D 4. CONCRETE JOINTS SHALL BE PROVIDED IN ACCORDANCE WITH THE GROUT PROJECT GEOTECHNICAL REPORT. 9. ISPWC DETAIL SD-708 SHALL BE MODIFIED PER THIS DETAIL TO PROVIDE THE INDICATED BASE SECTION THICKNESS. o a THICKENED EDGE CONCRETE SIDEWALK AT PLANTERS 7 CONCRETE VALLEY GUTTER (SD-708) 4 Z � � W =z C.DT.3 C.DT.3 o N ~� N �w aO � a Q ¢a Q o� U 00 M PLACE BASE ON 8"THICKNESS z? ¢ 1 30" OF BEDDING CHIPS z zQ o O O O o O c�6"THICKNESS OF 4"MINUS CRUSHED AGGREGATE BASE o4 �oO�0o0oD�0o0oO�0o0oO COMPACTED TO 95%MAX DRY DENSITY PER ASTM D1557 0g 0 37" z w� 12"THICKNESS OF 6"MINUS UNCRUSHED AGGREGATE BASE O _ COMPACTED TO 95°/ MAX DRY DENSITY PER ASTM D1557 COMPACTED SUBGRADE > oz '\\\ \�\\\ �� �' ° NOTES \' w \\ \ GRANULAR STRUCTURAL FILL AS REQUIRED BY SITE CONDITIONS 1. ALL CATCH BASIN COMPONENTS SHALL BE HS-25 TRAFFIC RATED \�\\ 6"MINUS UNCRUSHED AGGREGATE BASE 2. CUT PIPES FLUSH WITH INTERIOR WALL OF STRUCTURE. �o SEE SHEET C.DT.2 FOR \� �� \'- 3. GROUT ALL PIPE CONNECTIONS TO STRUCTURE-GROUTED CONNECTIONS ��V A\\ , ��. COMPACTED TO 95%MAX DRY DENSITY PER ASTM D1557 EARTHWORK SHALL BE NEAT AND SMOOTH. REQUIREMENTS SUBGRADE SHALL BE PREPARED AND PROOF Q0 COMPACTED PER THE SITE PREPARATION SECTION zu) OF THE GEOTECHNICAL REPORT AND BE APPROVED 30" DIA CONCRETE CATCH BASIN (30" CB) 6 51 BY OWNER'S GEOTECHNICAL REPRESENTATIVE PRIOR ow TO PLACEMENT OF OF ANY SUBBASE AGGREGATE OR GRANULAR STRUCTURAL FILL DT.3 3 C. 0 z� c 3 NOTES o 03 1. ALL AGGREGATE MATERIALS,AND SUB-GRADE PREPARATIONS SHALL BE PROVIDED IN ACCORDANCE WITH THE ISPWC AND THE PROJECT z GEOTECHNICAL REPORT. 2. AGGREGATE BASE MATERIALS(314"MINUS CRUSHED AGGREGATE&6"MINUS UNCRUSHED AGGREGATE)MATERIALS SHALL COMPLY WITH DIVISION 800 OF THE ISPWC. 3. ALL SUBGRADES,STRUCTURAL FILL,AND BASE MATERIAL PREPARATIONS SHALL BE APPROVED BY OWNER'S GEOTECHNICAL REPRESENTATIVE z PRIOR TO COVERING UP THE WORK OR PLACING SUBSEQUENT LIFTS. w J 4. SEE SHEET C.DT.2 FOR EARTHWORK REQUIREMENTS. Q � 00 � Y z > z t 0 Q m00 U K 0-0 O m GRAVEL SECTION Z 8 p Lu w0- LL a a o �C�DT.3 JOB NUMBER: M IDB19075 'w DATE: 09/29/21 V/ SHEET NUMBER: _w J W W FF C.DT.3 W la Page 258 Item#11. ENCLOSE TOP & SIDES OF ROCK 3_ o w z WITH NON WOVEN GEOTEXTILE FABRIC -9 Z 00 SAND/GREASE TRAP (ISPWC SD-624) OR 1 { ) 1-FT MIN TYP 6" MIN TYP 18" DIA. HDPE OR PVC a_ - Z SEDIMENT MANHOLE ISPWC SD-61 1 0 o o W 7 - �- N 3 >.c O o�o�°�o N Y 18" DIA. CORRUGATED HDPE IF INSTALLED WITH CHAMBERS/ C.DT.9 PERFORATED PER > - = -o=_ 8.2' RING & OR PVC PIPE PERFORATED PER CHIPS, INSTALL WOVEN ENCLOSE TOP & SIDES OF ROCK SCHEDULE BELOW O d`y = w y COVER PER WITH NON WOVEN FILTER FABRIC 3"THICKNESS OF PLANT MIX PAVEMENT y _ �s ti a y h N o a o ISPWC 5D-617 PERFORATION SCHEDULE GEOTEXTILE TO SEPARATE CHIPS SEE COVER (SUPERPAVE SP-3112"MIX DESIGN WIPG-64-28) a z �� �.3. 0 w AND DRAIN ROCK (TYP) TREES & SHRUBS NOTES Q OU 3-H.-o f o- ARE NOT PERMITTED 4"THICKNESS OF 3/4"MINUS CRUSHED AGGREGATE BASE OBSERVATION OPTIONAL STORMWATER STORAGE <,,,<°°< "-2" CHIPS• o _^ o o=a COMPACTED TO 95/o MAX DRY DENSITY PER ASTM D1557 - Z ON TOP OF SEEPAGE WELL CHAMBERS, SHAPE & SIZE a cD Oo Oo Oo OC - e o _ BED VARY PER MANUFACTURER � �00000O�� 1^� 1 8" O ADO ��O �00 < 20"THICKNESS OF 6"MINUS UNCRUSHED AGGREGATE BASE �_ EEEV BOTTOM PERF <= EE COVER 2' \��\\ _ \\ / / / / / /' COMPACTED TO 95%MAX DRY DENSITY PER ASTM D1557 Q o= N \i \\ //\j \\ WOVEN GEOTEXTILE BETWEEN a4a _ - ELEV BOTTOM BAFFLE NOTES /\/\/\\/\\//\j _ _ °<a 4°°a°a44a 4° °ae°<a \\\\\ \\\� \ \ \\\ // / / // N Z CHIPS AND 2" DRAIN ROCK <°`° w� -12" DIA. HDPE ,\%\\\ \�\ \\ \\�� ,/ / / ,/ GRANULAR STRUCTURAL FILL AS REQUIRED BY SITE CONDITIONS °s E //\\,\\//\i\ OVERLAP WOVEN AND NON L'w \ \\\\�_ \\\ \ / / 0 0 0 0 0 0 0 o o o o 0 o o o //\ \// c/i w OR PVC \_'�_\\\%�\\ 6"MINUS UNCRUSHED AGGREGATE BASE o a SEE o 0 0 0 0 0 18 0 0 0 0 0 0 0 0 \\j \\/j\\�\\/\\ WOVEN GEOTEXTILE A MIN OF _ _ _ I PERFORATED \\\.,,\\\�\�\��\��\ \�\_ COMPACTED TO 95%MAX DRY DENSITY PER ASTM D1557 Z NOTE 1 1 STD \\�\NATIVE/\�/ 1 FT ON ALL SIDES - w U PER SCHEDULE \ \\/ 0% SLOPE 0% SLOPE /\\j ��\\\ 2" WASHED DRAIN 2" WASHED DRAIN \/ SOIL ROCK OR CHIPS}S w ROCK OR CHIPS} ¢ BELOW SEE SUBGRADE SHALL BE PREPARED AND PROOF COMPACTED PER THE SITE •2 a NOTE 11 SEE SHEET C.DT.2 FOR PREPARATION SECTION OF THE GEOTECHNICAL REPORT AND BE APPROVED BY EARTHWORK � . n< OWNER'S GEOTECHNICAL REPRESENTATIVE PRIOR TO PLACEMENT OF OF ANY / \\ NRIIE _ REQUIREMENTS SUBBASE AGGREGATE OR GRANULAR STRUCTURAL FILL _ /NATIVE/\\/\\\�\ \\% DRAW WAS PLAN SHEETS DRAW ROCK° \\%\\% \\/\�i\%\\\ < a = E y o SOIL .///\\ \ \//\/\\/ \/ 1.5-FT -FT v > 3 = w o / 5' OF 18" SOLID } Q- ASTM C33 `..:: ASTM C33 I ASTM C33 0 - o 0 1' U) WALL PIPE WITH 1.5-FT (� � E-a rTN w WIDTH VARIES FILTER Q U :..FILTER :SAND:::. . ' FILTER SAND;".: 3-FT PER PLAN SAND 15'fMAX WIDTH NOTES y �o g 4" OF PIPE BEDDING -.y::. ; .. .. NONWOVEN FILTER FABRIC. OVERLAP TRANSITION 5-FT IN lMAX HSG;W 1. ALL WORK,TESTING,AND INSPECTION SHALL BE PERFORMED IN ACCORDANCE WITH ACHD STANDARDS AND REQUIREMENTS. CONTRACTOR MINIMUM OF 1-FT TOP AND BED NON-PERFORATED ELEVATION OPTIONAL CHAMBER STANDARD SHALL COORDINATE WITH ACHD AND OBTAIN ALL ACHD REQUIRED APPROVALS, INSPECTIONS AND TESTING. y w yN � N 'so = Zz o SIDES ONLY TO PERFORATED PIPE SECTION SECTION A-A 2. PAVEMENT SECTION WITH IN ACHD ROW-CONSTRUCT ALL PAVEMENT MATCHES(INCLUDING DRIVEWAY APPROACHES AND UTILITY CUT STREET o a E d Z a SECTION N.T.S. N.T.S. REPAIRS)WITHIN ACHD RIGHT-OF-WAY TO MATCH THE EXISTING STREET PAVEMENT SECTION OR TO USE THE FOLLOWING: COLLECTOR d m w a o o 'm N.T.S. ROADWAYS(S.RECREATION AVE.ALONG EAST SITE BOUNDARY)SHALL BE SP-3,0.50 INCH(1/2")MIX,PG 64-28 THREE INCHES(2")THICK,AS A NOTES:1. BMP 14 OR VEGETATED PRETREATMENT IS REQUIRED. OBSERVATION MINIMUM WITH 4"OF%"BASE AND 20"OF 6"MINUS PIT RUN.USE WHICHEVER PAVEMENT SECTION IS GREATER. I_ WIDTH 2. CONTACT DESIGN PROFESSIONAL FOR SEEPAGE BED REDESIGN IF GROUNDWATER IS ENCOUNTERED ABOVE WELL #1 r1 �c� 145• 3. CONTRACTOR SHALL PROVIDE ASPHALT PAVEMENT MIX DESIGN AND AGGREGATE BASE SUBMITTALS DIRECTLY TO ACHD AND OBTAIN , MAX HSGW ELEVATION ���� �5 �S°� APPROVAL OF FOR ALL MATERIALS. , 3. ALL VAULTS, MANHOLES, & SAND AND GREASE TRAPS SHALL BE HS25 OR GREATER LOAD RATED 4 � 4. ALL ASPHALT PAVEMENTS AND BASE MATERIALS,AND SUB-GRADE PREPARATIONS SHALL BE PROVIDED IN ACCORDANCE WITH THE ISPWC AND 4. SEEPAGE BED SHALL BE SHOWN ON BOTH PLAN AND PROFILE VIEWS _ THE PROJECT GEOTECHNICAL REPORT. 5. OPTIONAL CHAMBERS PER MANUFACTURERS SPECIFICATIONS 6. ALL GEOTEXTILE SEAMS SHALL OVERLAP 1 FOOT MINIMUM c�5 `n 5. THE ONSITE AND OFFSITE OFFSITE ASPHALT PAVEMENT MIX DESIGNS SHALL BE AS SHOWN FOR THE RESPECTIVE WORK LOCATIONS. } � � �� 7. EL. IN >= EL. BOTTOM PERFORATIONS IN 18" PERF PIPE �5 i k 6. AGGREGATE BASE MATERIALS(314"MINUS CRUSHED AGGREGATE&6"MINUS UNCRUSHED AGGREGATE)MATERIALS SHALL COMPLY WITH 8. MAXIMUM BED LENGTH IS 400-FT BETWEEN MANHOLES A A 18" PERF PIPE 12" PERF PIPE DIVISION 8000FTHE ISPWC. COW/01CT DKLM 9, BED WIDTH SHALL REMAIN CONSTANT = NQ BYPASS SEE NOTE 11 7• ALL SUBGRADES,STRUCTURAL FILL,AND BASE MATERIAL PREPARATIONS SHALL BE APPROVED BY ACHD AND OWNER'S GEOTECHNICAL 4&+KXM 10. WATERTIGHT CONNECTION REQUIRED z REPRESENTATIVE PRIOR TO COVERING UP THE WORK OR PLACING SUBSEQUENT LIFTS. BEFORE DIGMGi 11. HIGH FLOW BYPASS PIPE ONLY NEEDED IF 0100 VELOCITY THROUGH STRUCTURE > 0.5 FPS OBSERVATION PERFORATION SCHEDULE J SWELL #2 3/8" PERFORATIONS IN VALLEYS 8. ASPHALT PAVEMENT SHALL BE COMPACTED IN ACCORDANCE WITH THE ISPWC AND THE PROJECT GEOTECHNICAL REPORT AND ACHD 1-800-.34Z-1585 COVER NOTES: ACROSS STREET OF CORRUGATED PIPE. 5 FA ON STANDARDS. DENSITY TESTING SHALL BE PERFORMED RANDOMLY ACROSS THE SITE AT A FREQUENCY TO BE DETERMINED BY THE OWNER'S FOR SEEPAGE BEDS OUTSIDE PUBLIC RIGHT-OF-WAY: WITHIN SIDEWALK 18", 8 EA ON 12" GEOTECHNICAL REPRESENTATIVE. 1. A MINIMUM 1.5FT COVER FROM TOP OF BED TO FINISH GRADE IS REQUIRED 9. SEE SHEET C.DT.2 FOR EARTHWORK REQUIREMENTS. FOR SEEPAGE BEDS IN PUBLIC RIGHT-OF-WAY: 1. A MINIMUM 1.0-FT COVER FROM TOP OF BED TO PAVEMENT SUBGRADE IS REQUIRED --BACKFILL OVER BED TO SUBGRADE WITH 6"-8" MINUS PITRUN 1 ACHD ASPHALT PAVEMENT SECTION N --WOVEN GEOTEXTILE FABRIC REQUIRED OVER TOP OF BED LLI --TOP OF BED UNDER SIDEWALK SHALL BE MIN 1.0-FT BELOW PAVEMENT SUBGRADE OBSERVATION WELLS: 2 REQUIRED PER BED PLAN z cn 2. IF < 1.0-FT COVER FROM TOP OF BED TO SUBGRADE, ANGULAR 4" TO 2" ROCK IS REQUIRED WITH N.T.S. 2 S. RECREATION AVE. (COLLECTOR) 3 a MINIMUM 50% SINGLE FRACTURED FACE IN PLACE OF 2" DRAIN ROCK. �_ p 3. FULL ROADWAY SECTION IS REQUIRED OVER SEEPAGE BEDS. SEEPAGE BEDS SHALL NOT EXTEND ABOVE REQUIREMENTS FOR FACILITIES IN RIGHT-OF-WAY C.DT.9 C.DT.9 LLI � Z 4. THESUBGDESIGN PROFESSIONAL IS SOLELY RESPONSIBLE FOR ASSESSING THE BEARING RESISTANCE OF THE 1. BED IS LIMITED TO AREA WITHIN 5-FT OF CURB FACE UNDER ROADWAY; < Q SUBGRADE SOILS AND DETERMINING THE DEPTH OF FOUNDATION STONE 2. NO GREATER THAN 10-FEFT IN DEPTH TO THE BOTTOM OF THE ROCK; LL 3. MAY NOT EXTEND OUTSIDE OF THE RIGHT-OF-WAY (MAY NOT ENCROACH ON PRIVATE LOT IN AN EASEMENT); Q w SEE BMP 20 SHEET 2 OF 3 FOR ADDITIONAL NOTES } LU O U v SEEPAGE BED WITH SEEPAGE BED WITH `� 2017 STANDARD DRAWING 2017 STANDARD DRAWING w p ACHD S GOROM�ANDS DESIGN BMP 2� ACHD S GORDELANES DESIGN B IVI P 2� ~ OPTIONAL CHAMBERS OPTIONAL CHAMBERS SHEET 1 OF 3 SHEET 2 OF 3 w w z 0 O 1 a_ BSc, ONAL Fiy�i Q� G\STE �'FF 24" 3 SUPPORT RIBS 1-11-22 �O �PpssTF OF OBSERVATION WELL #1 } } �ON OPPOSITE SIDE OF STREET IN SIDEWALK OR ewa MIN 50' DISTANCE :Si� : • .. c SD PIPE NOTES: cn co ENGINEERING PROPERTIES: • 1. COMPRESSIVE STRENGTH OF TT24 PAVER: Sidewclk EMPTY PAVER: ULTIMATE LOAD=86,563 LBS/601 PSI ® p MAINTENANCE FILLED PAVER: ULTIMATE LOAD=400,000 LBS DIVERSION STRUCTURE WITH ACCESS TO SNAP LATCHING SYSTEM 2. POROSITY OF AASHTO#57 AGGREGATE=0.4 w 2z RAISED INVERT OR WEIR WALL STRUCTURES o PLAN VIEW TOP SOIL FILL & PLANTING: HIGH FLOW BYPASS PIPE WQ PIPE, 3. SEE LANDSCAPE PLANS FOR TOPSOIL FILL AND PLANTING REQUIREMENTS INSIDE OF PAVERS. >a SEE NOTE 1 1 ON BMP 20 PERF TOP HALF PRODUCT DESCRIPTION 4. EXTEND TOP SOIL INSIDE PAVER AN ADDITIONAL'/TO INCH ABOVE PAVER SURFACE AND MATCH SURROUNDING GRADE. PROPOSED `m o (1 of 3) w PANEL SIZE: 24"X 24"X 1 1/2" FINISHED GRADE SLOPE PER PROJECT GRADING PLAN.PROTECT PAVER AREA UNTIL GRASS IS SUFFICIENTLY ESTABLISHED TO HANDLE CELLS PER PANEL: (120)2-1/2"HEXAGONAL CELLS TRAFFIC.PROVIDE 1"(MIN.)CLEARANCE BETWEEN ANY CONCRETE EDGE AND PAVER. s� L ' 5. GRASS PAVERS ARE TO BE USED FOR AREAS OF PEDESTRIAN USE AND OCCASIONAL VEHICULAR TRAFFIC USE(E.G.,OVERFLOW PARKING �m AND EMERGENCY VEHICLE/FIRE LANES). LLJ SOD PLANTING LEVEL AASHTO#57 BASE ROCK: 03 PLAN-SEEPAGE BED NDS TT24 TUFFTRACK PERMEABLE PAVER 6. GRADATION OF AASHTO#57 COARSE BASE ROCK:100%PASSING 1 '/2"SCREEN,95-100%PASSING 1",25-60%PASSING'/2",AND w� OUTSIDE ROADWAY SEEPAGE BED PROPOSED FINISHED GRADE 0-10%PASSING#8 SCREEN. p THICKNESS OF AGGREGATE LAYER IS AS FOLLOWS:NO BASE REQUIRED FOR EROSION CONTROL AND PEDESTRIAN-ONLY LOADS L66 N.T.S. SEED PLANTING LEVEL EXISTING (COMPACTION OF NATIVE SOIL RECOMMENDED FOR SLOPES UP TO 3%);4 INCHES FOR LIGHT LOADS(GOLF CARTS);6 INCHES FOR MEDIUM w> OBSERVATION WELL 1 GRADE LOADS CARS AND PICKUP TRUCKS);8 INCHES FOR HEAVY LOADS FIRE TRUCKS). # 1/4"TO 1/2" ( ) ( ) ON OPPOSITE SIDE OF STREET IN SIDEWALK OR y 7. COMPACT WITH ONE TO THREE PASSES OF 5-TON STEEL WHEEL ROLLER. SINCE IT IS DIFFICULT TO MEASURE DENSITY OF COARSE �Y // / / / / / / / ``i;i,` ;`y,� AGGREGATE, APPROACH OF REQUIRING A FIXED DENSITY IS NOT APPLICABLE. W Sidewalk i / to zo TOPSOIL I N FI LL J PER LANDSCAPE PLANS SUBGRADE NATIVE SOIL: >� 8. COMPACT SUBGRADE NATIVE SOILS 95%MODIFIED PROCTOR DENSITY PER ASTM D1557. N� SD PIPE 9. CONTACT GEOTECHNICAL ENGINEER OF RECORD FOR SUBGRADE INSPECTION AND APPROVAL PRIOR TO PLACEMENT OF ANY AGGRETATE row G HI FLOW BYP�AS PIPE :` ® 7 ®® SE N0 1 ON 'BM ® 0 0 0 0 0 0 0 0 0 1 0 ` BASE MATERIALS w3 (1 of 3) r. ��� 0 0 0 0 0 0 0 0 0 0 o c3 P�BE_21P� ® o- o- o o- oo o- o o- o- o \ AASHTO#57 BASE ROCK oZ . 00 03 0 0 0 0 0 0 0 0 0 0 0 ' - -------- --- 1=1I 1=1 I -- - - fflt T�=I T I=DTI=rm=I T S Sidewalk -I I FI I FI I=I I=I T=I I�_I T=I T�_I T=�T T�_I T F=Ti=I I�_I I_I FI -Ti-I -I I O-I FI I iTTi-TT �Tom --Liz=II- -T-Ti-i i�Ti� -T�Ti= 77-RAf7�-- i- -I WQ PIPE, DIVERSION STRUCTURE WITH Ili=ii: =.ii=iii ni-Ti=iii ii�ii=Ti iii iTi-iTi ii=i -.i ii PERF TOP HALE RAISED INV OR WEIR WALL z ' PLAN-SEEPAGE BED < o pcl Y SECTION o 0 � o } UNDER SIDEWALK 4 � °}° o t- _ N.T.S. H W Y c,4 v m w Q U � , z C.DT.9 O � w a ai a 0- JOB NUMBER: 2017 SEEPAGE BED WITH STANDARD DRAWING GRASS PAVER TYPICAL SECTION 5 a) IDBI9075 ACHD STORMWATER DESIGN 1 GUIDELINES OPTIONAL CHAMBERS BMP 20 SHEET 3 OF 3 C-DT-9 � SHEET DATE: 09/29/21 NUMBER: W J 1-- C.DT.9 W W W Q Page 259 Item#11. 3 mot. — — WZ 00 yES z LL gy�p♦♦ O V 3 o dU= O 5" THICK CONCRETE 12 G\31 Lu � �g�� _ _ 9 0 � 1.75% f 0.25% F �' O H- a `U w 2 \ S" STANDARD CURB (n ga N o Q o AND GUTTER 3.,� FILL C.DT.10 a Z N `3 o L J a O LL PLACE CONCRETE & CRUSHED BASE o PER SD-709 REQUIREMENTS 9 - '- (WHEN APPLICABLE) 3/4" MINUS CRUSHED BASE = o o a o a 5 MATERIAL AS PER SECTION-800Frjjyy o ¢ a II--�a CJ �c _ 05w n EXTEND SUBGRADE & BASE 2. z 2 ell R1/ " / \ 6" BEYOND CURB R1 2" - o ¢ c E E R1 30' CROWN 5" THICK CONCRETE 12' GV� �� � ` z TAPER (MIN.) 3" ROLLED CURB 1.75% f 0.25% F =2 GUTTER AND -� U 1" BATTER y - _� _ 37 � moo` " > R3 1/2" B FILL s n t 1/2" 1 Ald sey = vz° 0 o — Y> 0 rr a s o-E ''30 o w 2 C e1. P 4" OF 3/4" MINUS CRUSHED BASE i 5 3 y a o p D MATERIAL AS PER SECTION-800 W y „o w > Q o z N 3 0 0 do+ �' O N p o y EXTEND SUBGRADE & BASE V 0 e a N 6" BEYOND CURB C1 V y N Q z d 3 p Q p p D 3 B VARIES5 12" 1.7 % t % 12 5 3, C N a E d i p " THICK CONCRETE � �{ GU to N o D A 5. 0 25 o I I � 24 6" STANDARD CURB 0 o MONOLITHIC POUR CONCRETE o a �Q^ 1 PER SECTION-703. AND GUTTER , 3'7 FjLL d m w a T o ° m p p EXPANSION JOINT AT POINTS SURFACE REPAIR 4" AGGREGATE BASE ° OF RADII TERMINAL.O® o (4' MIN) 4" OF 3/4" MINUS CRUSHED BASE ' 6., MATERIAL AS PER SECTION-800 PERSPECTIVE 4'-0" EXTEND SUBGRADE & BASE 6" BEYOND CURB R1/2" 2'-0" 2'-0" VARIES 12" 5" THICK CONCRETE � 1 G�� CONTACT DMINE CID °0 rR 3" ROLLED CURB 5'-10' 1.75% t 0.25% I I 3 HOURS AND GUTTER N o TE s: 3' FILL BEFORE DIGGING LEGEND: ` d a 1-800-342-1585 q0 GRADE AND ALIGNMENT TO BE ESTABLISHED OR APPROVED BY THE ENGINEER AND THE PUBLIC AGENCY HAVING JURISDICTION. P SURFACE REPAIR 4" OF 3/4" MINUS CRUSHED BASE 10 6" OF 3/4" MINUS CRUSHED 1 B ° oP>.. (4' MIN) MATERIAL AS PER SECTION-800 ® BASE: 4-INCH COMPACTED DEPTH OF 3/4-INCH MINUS CRUSHED AGGREGATE BASE MATERIAL, PLACE AS AGGREGATE BASE MINIMUM. �J SPECIFIED AND PAID UNDER SECTION-802 ISPWC; COMPACTED TO EXCEED 95% OF STANDARD PROCTOR. O2 CONCRETE. © SUBBASE: PLACE TO LENGTH BEHIND CURB AS SHOWN IN ABOVE FOR AGGREGATE BASE MATERIAL. PLACEMENT DEPTH PER I EXTEND SUBGRADE & BASE PLAN OR AS DIRECTED AND PAID UNDER SECTION-801 ISPWC; COMPACTION SHALL MEET REQUIREMENTS OF SECTION 801-ISPWC. O3 1/2" EXPANSION JOINT. TYPICAL S E C T� 0 N 6" BEYOND CURB Op CONTINUOUS PLACEMENT PREFERRED, SCORE INTERVALS AT 10-FEET MAXIMUM SPACING NOTES: (V (OR CONSISTENT WITH 2X SIDEWALK WIDTH FOR SCORE SPACING). OA LOCATION GRADE AND WIDTH TO BE ESTABLISHED OR APPROVED BY THE OWNER. Z Lu U) NOTES: O MATERIALS AND CONSTRUCTION IN COMPLIANCE WITH ISPWC SPECIFICATIONS. © BASE TO BE COMPACTED TO EXCEED 95% OF STANDARD DENSITY. Q Q OA GRADE OF GUTTER MINIMUM 0.4%. O BACKFILL AS PER SECTION-706. © SLOPE SIDEWALK TOWARD THE STREET NOT TO EXCEED 1.75% f 0.25% UNLESS OTHERWISE SPECIFIED BY THE OWNER. 0 a 0 © SECURE RIGHT-OF-WAY PERMIT BEFORE BEGINNING CONSTRUCTION IN PUBLIC RIGHT-OF-WAY. O FILLET DETAIL FOR CORNER RADIUS 15 FEET OR LESS. O SCORE AT INTERVALS TO MATCH WIDTH OF WALK NOT TO EXCEED 5 FEET SPACING. Z Lij OH STANDARD CURB TO BE USED ON: O FILLET AND BASE SECTION THICKNESS SHALL MATCH THE VALLEY GUTTER, TYPICAL. O 1/2" TRANSVERSE PREFORMED BITUMINOUS JOINTS AT THE TERMINUS POINTS FOR CURVE AND WHERE SIDEWALK IS PLACED BETWEEN TWO � < Q 1. COLLECTOR AND ARTERIAL STREETS, UNLESS OTHERWISE INDICATED. PERMANENT FOUNDATIONS, PLACE 1/2" EXPANSION JOINT MATERIAL ALONG THE BACK OF WALK THE FULL LENGTH. 0 2. ALL RADII PLUS 5-FEET EACH END WITH 2-FEET TRANSITION TO ROLL CURB. Op PAY LIMITS FOR VALLEY GUTTER. LL >- EE 4. SEE SDC709EXISTING CURBS. RB CONSTRUCTION WHEN SIDEWALK IS INCLUDED. O MINUS CRUSHED AY APPROACH ACROSS PLANTER STRIP TO BE 5" MINIMUM CONCRETE OVER 4" OF 3/4" Q w LLI �.DTA C.DT.10 } > o 2017 ACHD REVISION 2017 ACED REVISION 2017 ACHD REVISION U � IDAHO STANDARDS " IDAHO STANDARDS IDAHO STANDARDS w 0 FOR PUBLIC WORKS 6 VERTICAL STANDARD DRAWING FOR PUBLIC WORKS STANDARD DRAWING FOR PUBLIC WORKS CONCRETE STANDARD DRAWING F (ACHDCONSTRUCTION CURB AND GUTTER N0 SD- 701 CONSTRUCTION VALLEY GUTTER N° SD- 708 A�DNSUPPLEMENT) SIDEWALK N0 SD- 709 0 (ACHD SUPPLEMENT) ( U w w 3: � O 0- ONAL ENG� 4 5 ��\STE F "CO Q� e- o MATCH WIDTH OF FACILITY 6 3 C.DT.10 C.DT.10 co 6 s� 1-11-22 �0 OF \QP rn ° ° ALUMINUM PLATE (TYP.) O`ss {( ER\G`�S� ALUMINUM PLATE (TYP.) ° ° °' • • . TYPICAL 1/2"x3" BOLTS, WASHERS • :• :- °O & NUTS (2 PER PLANK PER POST) ° ° ' 0• . . VANDAL PROOF OR RIVETED • • t C• CO 0 1• RED WHITE � .. .. .• - o • • . . . I o RED WHITE ° , 2"x2" 14-GAUGE A.S.T.M. A570 POSTS - X LJ O TOE RAIL TYPICAL 1/2"x3" BOLTS, WASHERS & NUTS (2 PER PLANK PER POST} • VANDAL PROOF OR RIVETED ° 2"x2" 14-GAUGE A.S.T.M. A570 POSTS II III III- I II 1 I III- I SIDEWALK _ _ VANDALGUARD STAINLESS STEEL _ _ VANDALGUARD STAINLESS STEEL a& N �1 11 I i I I I II BOLT & VANDAL-PROOF NUT N i1 I I I I I I I BOLT & VANDAL-PROOF NUT zQ z N� =1 I I 111= �-I I� -��I Ili l ICI Ili ��� I lii l ICI Ili 3� gW �m 5'-0" 5'-0" oo Z Q of H03 .z w5 O �D L NOTES: NOTES: > >- w w� � w> K U OA THE ABOVE BARRICADE SHALL BE FURNISHED AND INSTALLED BY THE CONTRACTOR WHERE CALLED FOR ON THE AO THE ABOVE BARRICADE SHALL BE FURNISHED AND INSTALLED BY THE CONTRACTOR WHERE CALLED FOR ON THE 10 z PLANS. PLANS. ON �w © MARKINGS FOR BARRICADE RAILS SHALL BE RED AND WHITE STRIPES (SLOPING DOWNWARD AT AN ANGLE OF 45° © MARKINGS FOR BARRICADE RAILS SHALL BE RED AND WHITE STRIPES (SLOPING DOWNWARD AT AN ANGLE OF 45` Qo IN THE DIRECTION TRAFFIC IS TO PASS), IN THE DIRECTION TRAFFIC IS TO PASS). © THE CHEVRON STRIPING ORIENTATION SHALL MEET THE REQUIREMENTS OUTLINED IN THE MUTCD. O THE CHEVRON STRIPING ORIENTATION SHALL MEET THE REQUIREMENTS OUTLINED IN THE MUTCD. ow OD THE ENTIRE AREA OF RED AND WHITE STRIPES SHALL BE REFLECTORIZED SO AS TO BE VISIBLE UNDER NORMAL ® THE ENTIRE AREA OF RED AND WHITE STRIPES SHALL BE REFLECTORIZED SO AS TO BE VISIBLE UNDER NORMAL ATMOSPHERIC CONDITIONS FROM A MINIMUM DISTANCE OF 1,000 FEET WHEN ILLUMINATED BY THE LOW BEAMS OF ATMOSPHERIC CONDITIONS FROM A MINIMUM DISTANCE OF 1,000 FEET WHEN ILLUMINATED BY THE LOW BEAMS OF STANDARD AUTOMOBILE HEADLIGHTS. STANDARD AUTOMOBILE HEADLIGHTS. tE 3 �E FREE STANDING BARRICADES SHALL BE BUILT SIMILAR, BUT 2"x2" POSTS SHALL BE 5-0" LONG AND SHALL HAVE a FREE STANDING BARRICADES SHALL BE BUILT SIMILAR, BUT 2%2" POSTS SHALL BE 6'-0" LONG AND SHALL HAVE L-6 ULit 3 2" x 5" x 4'-0" LONG SUPPORTS SET 90' TO AND CENTERED ON POST FOR SUPPORT AND ATTACHED WITH 2" x 6" x 4'-0" LONG SUPPORTS SET 90° TO AND CENTERED ON POST FOR SUPPORT AND ATTACHED WITH (2) 1/2"x7" BOLTS WITH WASHERS AND NUTS. (2) 1/2"x7" BOLTS WITH WASHERS AND NUTS. 0 ALL SURFACES SHALL BE COVERED WITH PRISMATIC HIGH INTENSITY SHEETING. 0 ALL SURFACES SHALL BE COVERED WITH PRISMATIC HIGH INTENSITY SHEETING. © ALUMINUM PLATE SHALL BE A MIN. 11 GAUGE WITH 1" THICKENED EDGE (MIN, 2 GAUGE) ON BOTH TOP AND BOTTOM. © ALUMINUM PLATE SHALL BE A MIN. 11 GAUGE WITH 1" THICKENED EDGE (MIN. 2 GAUGE) ON BOTH TOP AND BOTTOM. U Z L W = rn� a m z 00 U Lu O N N m 2017 ACHD REVISION 2017 ACHD REVISION U�v Z O w wdw IDAHO STANDARDS TERMINUS BARRICADE STANDARD DRAWING IDAHO STANDARDS TERMINUS BARRICADE STANDARD DRAWING a a 0 FOR PUBLIC WORKS FOR PUBLIC WORKS CONSTRUCTION TYPE 11 N° SD- 11 ,32A CONSTRUCTION TYPE III NO. S D- 113 2 B Q JOB NUMBER: (ACHD SUPPLEMENT) (ACHD SUPPLEMENT) � ID619075 ,w DATE: 09/29/21 A SHEET NUMBER: _w C.DT.10 w W w Q Im Page 260 Item#11. Keyed Notes Notes 3� =- N z 00 J \ i 0+40 0+60 0+80 1+O0 1+20 1+40 1+60 1+80 2+00 2+20 2+40 2+60 w `„s t�"� 1. RETAIN &PROTECT EXISTING SEWER. \ qs °°° F 1. ALL WORK SHALL BE COMPLETED IN ACCORDANCE WITH THE CITY OF MERIDIAN CURRENT U o°-9 ;��a = o 2. RETAIN &PROTECT EXISTING WATER. �\ 2760 2760 SUPPLEMENTAL SPECIFICATIONS TO THE ISPWC. O T - - W 80 _ 9 a 2. SEE THE PROJECT GEOTECHNICAL REPORT AND SHEET C.DT.2 FOR EARTHWORK d Z �s ay nN N W 3. RETAIN & PROTECT EXISTING POWER. qs° o % 2758 REQUIREMENTS. 4. NOT USED. �° ILLIA S PIPELINE- a O d o= o _ -3 5. MAINTAIN 18"OF VERTICAL SEPARATION BETWEEN WATER LINE AND NON POTABLE LINE. �S� qS °° %%o° DISCOVERY PARK FINISHED GRADE EASEMENT 3. SEE ELECTRICAL PLANS FOR TRANSFORMER LOCATION, SITE ELECTRICAL,AND STREET Q U t 6 o o „e o o N o ' "° ° °° r , 275s APPROXIMATE 2756 LIGHTS. SEE SHEET CAT■1 =_ oEN = 0 SEE WATER NOTES 2&3 ON SHEET C1.1,AND DETAIL 1/C.UT.4. s °° ° PHASE 1 - ao� Z F 4. ALL TRAFFIC RATED SEWER CLEANOUTS SHALL HAVE CONCRETE COLLARS PER ISPWC N d H sNo� 5 0 6. NEW 2 WATER SERVICE, METER, &SETTER PER STD. DWG.W4. \ °° °° F EXISTING GRADE I �o 0 qs ° °°° SD506A. �rr r� o a„ �o ��9- 0 7. FIELD LOCATE AND CONNECT TO EXISTING 1"WATER STUB AT BUILDING-PROVIDE 9S°o%oo°° @ PIPE CIL I 11.22' 478' a o- s REDUCER/FITTINGS AS REQUIRED. s ° r� 2754 5r7 . CONTRACTOR SHALL PROVIDE CONSTRUCTION STAKING FOR ALL UTILITY INSTALLATION. o aL o s ci 6. CONTRACTOR SHALL PROVIDE ALL TRAFFIC CONTROL PLANS AND TRAFFIC CONTROL AS ®®I _ W - _� -o�Z 8. FIELD LOCATE AND CONNECT TO EXISTING 8"WATER. REMOVE EXISTING WATER AND \ qs �"N. .00 REQUIRED. o x N �Z BLOWOFF DOWNSTREAM OF NEW WATER CONNECTION. PROVIDE TYPE-P SURFACE s °8 U- _ ° 2 _ K EXISTING RESTROOM/CONCESSIONS 2752 2752 7. ALL TRENCHING AND BACKFILL FOR UTILITY INSTALLATION SHALL MEET STRUCTURAL FILL n I J o=H¢5 o RESTORATION. O H - SPECIFICATIONS AS PROVIDED IN THE PROJECT GEOTECHNICAL REPORT. SEE SHEET C1.1 I 13 Z 9. DRINKING FOUNTAIN WATER SERVICE AND DRAIN -(SEE 3/C.UT.5). DRINKING FOUNTAIN BY SEWER-. o r. Sc� 9s 9 °a 2750 "WATER NOTES" FOR ADDITIONAL REQUIREMENTS. OTHERS. a SEE SHEET' 2 = o Q w cn 8. PROVIDE CONCRETE COLLARS FOR ALL VALVES, MANHOLES,AND CLEANOUTS PER THE y o °°°°° 10. 1" REDUCED PRESSURE BACK FLOW PREVENTER FOR SITE WATER SUPPLY PER CITY OF - - J v) a C.UT.2 \� - ISPWC. o MERIDIAN STDS. (SEE DETAIL 2/C.UT.5). J 9S°°°°00000° 1 2748 N 2748 \ 21.72' I d O s 8 °%888° °°°°° 9. ALL 4", 6", 8"AND 12' WATER PIPE SHALL BE AWWA C-900 DR18. \ e _ = o 11. POTHOLE EXISTING GAS LINE AT CROSSING LOCATION AND DETERMINE EXACT HORIZONTAL v - .2 S� iv 10. UNLESS SHOWN OTHERWISE,ALL 1", 1.5"AND 2"WATER SERVICE LINES DOWNSTREAM OF \ 1 0 , a `-' AND VERTICAL POSITION OF GAS LINE PRIOR TO START OF CONSTRUCTION. COORDINATE71 c \ 1 I LL i= W Q POTHOLING WITH WILLIAMS PIPE LINE. '\� a ""- s s5 2746 THE METER SHALL BE POLYETHYLENE PIPE, 200 PSI, DR7,AWWA/C906, PER ISPWC DIVISION N:84805.1219 400 PROVIDE ALL TRANSITION FITTINGS. �> FUTURE APEX No a W 12. 4.0"WATER SERVICE STUB PROVIDE REDUCER/FITTINGS AS REQUIRED-SEE PLUMBING E:461192.3412 9 12"X /$ 5 - a o=_ a Z N PLANS FOR CONTINUATION. qS \ 2744 2744 11. PLUMBING CONTRACTOR SHALL PROVIDE TERMINATIONS FROM THE SITE UTILITY STUBS / 17 I EAST SUB. 0 E TTti W 1:11 L] o SHOWN,AND MAKE CONNECTIONS TO RESTROOM/CONCESSION BUILDING. h v U 13. NOT USED. Sc,\ s �\ VALV S 12. SITE UTILITY CONTRACTOR SHALL PROVIDE TERMINATION FROM THE SITE WATER SERVICE 1 5 Q d - o o 5 14. INSTALL STEEL CASING,WATER MAIN, PLASTIC SKIDS,WATER TIGHT BOOTS,AND SHELTER#1 TO THE EXISTING MAINTENANCE SHOP WATER SERVICE STUB. W � 9 2742 6 APPURTENANT MATERIALS AS PER CITY OF MERIDIAN STD. DWG. SW1 &SW2 AND THE / s pp Q, � � CURRENT EDITION OF THE WILLIAMS DEVELOPER'S HANDBOOK. �h'� /� 13. ALL SURFACE RESTORATION INCLUDING BUT NOT LIMITED TO ASPHALT PAVEMENT, ti N N -c o o = ° o O / CONCRETE PAVEMENT, SIDEWALK,AND CURB AND GUTTER ARE INCIDENTAL TO UTILITY c - ° E a 15. FIRE HYDRANT PER STD. DWGS.W8&W9. N:84774.0191 'S do NN 2740 2740 WORK. CONTRACTOR SHALL ASSESS JOB CONDITIONS,AND SCOPE OF WORK,AND INCLUDE �k 1 00 I 16. 2"BLOW OFF ASSEMBLY PER STD. DWG.W12. ` d m w a o o ;a E:461231.3372 yo QQ ALL SURFACE RESTORATION AS REQUIRED TO COMPLETE THE WORK IN THE BID-NO I o 17. INSTALL STEEL CASING,WATER MAIN, PLASTIC SKIDS,WATER TIGHT BOOTS,AND - p0 \ 1�5 ��i� 273$ SEPARATE PAYMENT SHALL BE MADE. w � _ APPURTENANT MATERIALS AS PER CITY OF MERIDIAN STD. DWG. SW1 &SW2.CASING SHALL QS�' 14. SEE STORM DRAIN PLAN FOR STORM DRAIN PIPE INVERT ELEVATIONS AT WATER MAIN �' a � a BE INSTALLED 3 FET CLEAR UNDER GRAVITY IRRIGATION 58 LF 2" cb ya�� ,S CROSSING LOCATIONS. AT CROSSING LOCATIONS,WATER MAIN SHALL BE INSTALLED TO 16"C-900 STORM DRAIN 5 0 Z c , 18. DRINKING FOUNTAIN WATER SUPPLY VALVE BOX (SEE 3/C.UT.5). LOCATE VALVE BOX IN 2736 2736 PROVIDE VERTICAL SEPARATION BETWEEN THE WATER MAIN AND THE NON-POTABLE MAIN IN I I 4 � z , LANDSCAPE AREA-ADJUST TO MATCH FINISHED GRADE. 9S } 0+60 0+80 } 1+20 1+40 1+60 1+80 } 2+20 2+40 } ACCORDANCE WITH 1/C.UT.1. CONTRACTOR SHALL INVESTIGATE CROSSING REQUIREMENTS N:84775.9757 I U- uj . 0 40 1 00 2 00 2 60 � � S AND INCLUDE ALL WORK IN THE BID-NO SEPARATE PAYMENT SHALL BE MADE. E:462201.5247 I I o M Q 19. NOT USED. I I, _ ° 3 � ,l z � Q I ` 11.25 BEND -iN � � 20. 2"REDUCED PRESSURE BACK FLOW PREVENTER FOR SITE WATER SUPPLY PER CITY OF 18 N:84769.8412 15. RIM ELEVATIONS SHOWN ARE AT THE CENTER OF THE COVER COVER SHALL SLOPE TO 1 to a N MERIDIAN STDS. -(SEE DETAIL 2/C.UT.5). E:461228.3102 MATCH SURROUNDING GRADES. I I c v w 21. FROST FREE YARD HYDRANT-(SEE 4/C.UT.5). ® \� ��s \ / / 16. ADJUST WATER METER VALVES AND METER TILE LID TO MATCH FINISHED GRADE AND SLOPE. I N oo N a 22. SITE WATER SUPPLY LOCATED IN LANDSCAPE AREA (SEE 1/C.UT.5). S �9s \ EXISTING 17. ADDITIONAL FITTINGS MAY BE REQUIRED FROM THOSE SHOWN ON THE PLANS- IT IS THE I J iW CONTACT DKaLINE c,� �/8 WATER i/ CONTRACTOR'S RESPONSIBILITY TO DETERMINE ALL NECESSARY FITTINGS REQUIRED TO I 1 48-HOURS 23. 1"SITE DRINKING FOUNTAIN SUPPLY FROM BUILDING-SEE PLUMBING PLANS FOR �, 9s CONTINUATION. ( \ \ N:84646.4165 / 2 CONSTRUCT THE PROJECT AND INCLUDE ALL WORK AND MATERIALS IN THE PROJECT BID- 1 3 I �r-oRE DIGgNC RETAIN&PROTECT EXISTING \X\E:461660.3806 / N:84647.6042 NO SEPARATE PAYMENT SHALL BE MADE. ®®I I :r I 1-�-3342-=5 24. 1.5"SITE WATER SERVICE SUPPLY FROM BUILDING-SEE PLUMBING PLANS FOR WILLIAMS GAS PIPES- PROVIDE WILLIAMS �q 2 45°BENDS / �' E:461670.2935 18. ALL WORK, INCLUDING TRENCHING AND BACKFILL WITHIN THE WILLIAMS PIPE LINE ®®I I CONTINUATION. I PIPELINE 48-HOURS NOTICE PRIOR TO PERFORMING s\ / 9.98 LF 8" 8"GV EASEMENT SHALL BE COMPETED IN ACCORDANCE WITH THE"WILLIAMS DEVELOPER'S QUARTER SECTION LINE 4.i0' 25. VERIFY AND PROVIDE CLEARANCE BETWEEN WATER LINE AND BASKETBALL HOOP 332 LF 2" ANY WORK WITHIN THE WILLIAMS PIPELINE EASEMENT \� / (2)45°BENDS HANDBOOK". MATERIAL FOR TRENCH BACKFILL FROM THE TOP OF PIPE BEDDING TO FOUNDATION. A REPRESENTATIVE FROM WILLIAMS PIPELINE SHALL BE s� < ONSITE AT ALL TIMES WHILE WORK IS BEING 1+06.15 SUBGRADE SHALL BE TYPE-1 BEDDING CHIPS PER ISPWC SECTION 305. ro SEE WATER-GAS CROSSING#1 PROFILE 3 • PERFORMED WITHIN SAID EASEMENT ON THIS SHEET per, k 19. NO WATER SYSTEM FITTINGS ARE ALLOWED WITHIN THE WILLIAMS PIPELINE EASEMENT. \ \ xo / CONTRACTOR SHALL LOWER WATER LINE DEPTH TO PROVIDE A MINIMUM OF 2-FEET CLEAR I CV �i % 8 BETWEEN THE BOTTOM OF THE LOWEST GAS LINE AND THE TOP OF THE WATER MAIN, OR N:84655.7421. 338 LF 1.5" �95.41 LF 8" \ / X WATER MAIN CASING AS APPLICABLE. ALL WORK SHALL BE INCLUDED IN THE BID, INCLUDING E:462191.2587 I Z Lu \ \// ALL FITTINGS-NO SEPARATE PAYMENT SHALL BE MADE. 11.25°BEND' Q � \/ 'S 11 14 \ / 20. NO WATER MAIN JOINTS ARE ALLOWED WITHIN 5-FEET OF THE EXTERIOR WALL OF THE 12"GV(N) I N3 ¢ _ `C,'0+27.58 0+69.33 WILLIAMS PIPELINE GAS LINES. I I Y Z N:84494.6678 9 \ 5 + I E:461096.0792 I SEWER-SEE SHEET C.UT.2 Rim w Q EG:2747.20 m 6.50 24'GAS IE:2737.87_ I N:84494.6650 N 006.50' 0 ■ ILL 18 E:461088.9518 N:84505.6409 0+48.45 �w�� 1 I 4.00' > m i I I I LU E:461186.1201 I 00 N:84560.3320 0+11.83 y ,� I - 0 W 2"TEE - E:461619.2358. O N:84490.1799 - r - - - 11.25 BEND 22"GAE 2740.27\ y � 29.00 LF -� I ~ E:461040.9911 10.00 LF 2" I �, ---- -- 45°BEND 15 " c� s' > 6.. r I I U U 2"TEE - �> I v �_ W - ob Q Q�� I c I N:84523.5744 J p I 2"X 1"RED(NW) 150 LF 2" I - - - V ._ E:462182.4932 1"G.V.(NW) "' N:84552.2585 ��,\ 9S 15 `y F E:461602.5372 2"G.V.(SW) 25 - � � 11.83 LF 8' � 12"x 6"TEE F I 5 FIRE HYDRANT s " 1 6"GV W v o ( ) w w Q w H 14.11 LF 6" N:84548.8904 9s O 29.58 LF 1" o 8"X 66TEE444 \ ti q EN462153.43 1 1 Z I N:84492.7007 -- N:84500.6330 _ I .•. 5 � o a E:461191.1190 N:84439.4905 Q I 1 Z 21 E:461009.0765 1 2"TEE E:461565.6316 R400.00' ° I� FIRE HYDRANT _ 1 90 BEND JII 113 LF 1' 20 45 BEND �, \ _ 45.00 LF 2" 20 5.00 LF 2" 1.5 X RED D(E) - 6"GV(W) 9 ' I SS��NAL G, I r ---- L 11.25°BEND ao �•,. � S � . I •• �� �G\STE �cO�ifiF�' 45.00 LF 2" � 5 � �� � �� q � • SHELTER#2 VARIES-10.50'MIN. � � � � � s I \ � I I• . I _ Imomo v 185 LF 2" 220 LF 2" 8 =8S 8S 8S 8S 8S 8S 8S ■ _8S \ • • I �I I 3 :� 2W 2W 4 4W 4W 4W 4W 4W 4W "S I N:84407.3447 9 I J I 2W 374.54 LF 4" . E:462001.2884 �N I �T1-11-2\OP�O 5 F O O © �v _-_JJ 33.01 LFI 4" � �S �� �q,. \� I I I a : I M N:84391.7530 �ss /( o ER���S� eS�0 4"X 2"TEE s �I � s N:84422.0215 17.91 LF 1.5" I I,• 4"X 2"RED(W) 4"X 2"TEE N --- - - _ 90'BEND _ _ - \ I 2 E:461972.7279 ' • E.462173.6588 2 11O -- O 2..G.V. N ----- -- -- - 11.25 BEND - LL _ SS''_ - 'S N:84348.0021 R993.50' . . 7 AS 5.00 LF 4 - \ - J _ _ I a - 12 5 2"G.V. N _---- - °� - ; EXISTING MAINTENANCE SHOP -° 0D �� 2"METER&SETTER" I ,� '• '• • 4.00 LF 4' i i / O N461999.5751 / I • FINISHED FLOOR EL:2746.46 N � __ _ �'' \ \ � 18 • • _ _ - E.46199 1 130 LF 1.5" 00 00 00 <„ � 9.066 I - ! 2"X 4"RED. 8 -SEWER-SEE SHEET C.UT.2 I 6 I FUTURE N.RECREATION AVE. • • � � � ' -- -- -- '� S 'S 180 LF 2.0" L I UTILITY AND ROADWAY , - _ � ;- � 9s I IMPROVEMENTS BY OTHERS • __.o-0 - _--- 10 I UNDER ACHD CDA SEWER-SEE SHEET C.UT.2 / N:84409.5126 ;, 4 = \ 1 20 - N:84339.8637 E:461585.6749 / "s �, �5 4.00' I • • 21 E:460983.8637 ® n -_ __-� - 6 2"METER&SETTER S s \ 5 I N:84347.8110 I MERIDIAN 16 ,S E:462173.6422 loo RURAL N 1 mm N.85295.2203 ND d 1 E:462191.5005 w N N . o ® -- S , > FIRE I~ 2"BLOWOFF a v �o 9.07 LF 8"" , N:84259.5669, I Z LL �5 SEWER-SEE SHEET C.UT.2 ®, � / / E:461655.6212► / I p J I T a� <0 8"TEE 8S "s I I RETAIN&PROTECT EXISTING <z ✓i / 8"GV(SW) 16 s 1 1 00 0 WILLIAMS GAS PIPES- PROVIDE WILLIAMS oo 8"GV(SE) / \ 3 PIPELINE 48-HOURS NOTICE PRIOR TO PERFORMING I o0 j 8"GV(NW) / j / / / \ "S U ANY WORK WITHIN THE WILLIAMS PIPELINE EASEMENT I ' 4.00' I� �O \ I s p0o A REPRESENTATIVE FROM WILLIAMS PIPELINE SHALL BE "' ONSITE AT ALL TIMES WHILE WORK IS BEING 00 ON / ° PERFORMED WITHIN SAID EASEMENT 3 00 � N - 90 BEND i \ \ c I W r,� 6"X 8"RED. 12"C-900 STORM DRAIN h Q ° og � o° Q�� I � 10.00' I � I 6"GV(SE) t�� 22.5 BEND , W LL g tz ::. = / / I \ F p9 �P�S»��� I �� 5.23LF12" II OV w_ > II z 0 9�' � `L S 22.5°BEND Q r> 55i � � :.... .. , p - � � . II / \ 84147.3340 ��` % I i K "s S I I Q N z N:84130.0386 E:461485.3371 10 -0+80 -0+60 -0+40 0+20 0+00 0+20 0+40 0+60 0+80 1+00 1+20 1+40 5.00 LF 4" �y1 O Lu Y 2754 E:461366.7772 2"METER&SETTER 6 5 14 iv$ a, I a �w N:84125.4877 90°BEND I 10 E: � w LU 11.50' o E:461364.7060 11.25°BEND 2"X 4"RED. � �� I I - . qs � w w � � C O s1 1+69.41 o I ai a \ I -m m� �D 2752 2752 RESTROOM 1 8.50 LF 6" Sr� M I v cn m EG:2750.65 c�a 8.57, CONCESSIONS 7.00 LF 4" 6�y <p g„ 24"GAS IE:2743.32± .• I o w 11L 90.61 LF FINISHED FLOOR 4' d01S ' \ 3N 2750 90°BEND WILLIAMS PIPE LINE--7rU¢ PIPE CIL \ EL:2748.13 12 9w N:84066.7867 EG•2+42.422� a SEWER-SEE SHEET C.UT.2 I N:85097.7074 3 @ I EA EMEN -rTj E:462105.2830 a 8 X 6 TEE 3 ° 750.69 11 ,o � \ 1 -� ', m E:462191.4258 a 274$ 274$ 5 2"TEE 8 22"GAS IE:2745.94± so 11.25°BEND \ N:84118.2173 2"X 1' RED W 22.5 BEND(E) APPROXIMATE 23 O �� m _ o � 00 EX STING GRAD z ° E:461456.6131 N:84144.0099 2"G.V.(S) 6"GV(S) I 1+15.44 `qs \ o z 3 2746 24 22.5°BEND E:461472.3072QUARTER SECTION LINE @ 45.89 LF 1" ° - PIPE C/ I 11.25 BEND FIRE HYDRANT 15 8W- 11.39 LF 8" N 6 148.35 LF 8" 5.23 LF 8" I � I 21 8W aw 61.42 LF 8" I SEE WATER-GAS CROSSING#2 PROFILE 2744 N �, 2744 g ON THIS SHEET 35.16 LF 6" 15 I I w E:461317.7538 69.24 LF 1.5" 39.48 LF 4" I 8.50 LF 6" 22.5 BEND 2 1 I v� O `. N:84075.7356 11.25°BEND . 9 m I I z I WATER SYSTEM IMPROVEMENTS 5.00 LF 12" s 4.00' N:85029.4090 0 N 2742 44.05 LF 1.5 N:84056.225 E:461874.8684 \ FROM THIS GATE VALVE TO APEX " z m I 10 2"METER&SETTER 22.5°BEND EAST SUB.TO BE CONSTRUCTED .- �� E:462197.4250 - Lo �, N:84058.2867 I o w �rn T E:461840.8918 I 20 - -_ E:462105.2798 1 o CONCURRENTLY WITH THIS 15 12" V TEE > co w t740 2740 22 N:84030.408428.61 LF 2" 22.5 BEND - I 6"GV W a z `O v Y / .. 10.43 LF 1. FIRE HYDRANT N:84064.7617 PROJECT BY BRIGHTON ( ) < } coo o } a m z � E:4s1278.4876 8.95 LF 1.5 _ I w N N m I I I E:462171.5352 N:85026.3400 �- c� _ 5.00 LF 2" © 15 I I z 2"STUB FOR FUTURE EXTENSION - 12"GV N&S E:462162.3988 0 a w _ 273$ CAP&MARK 12"X 8"CROSS - FIRE HYDRANT a N:84981.5624 d d w LL o E:461323.9384 8'GV(W) 4. N•84035.4626 NSION- - ( ) 12.00 18 I _ 00' E:462201.6024 �" � � � � 8"GV FLG E I N 11.25°BEND 2736 2736 O � I 1 � � JOB NUMBER: 1 BLIND FLG(E) U- 1.5"TEE I PROVIDE VALVE �; 1 DBI 9075 2734 ( � KEY EXTENSIONS cli I I 4.78' J 3 n DATE: 09/29/21 ��:84007.8776 I 36.00' II li SHEET NUMBER: \ 5.23LF12" ----------- �iL N - ----- 2732 2732 22 E:461328.0616 N I \ \ \ (25'MIN) 12"C-900 STORM DRAIN SEE SHEET C.UT.1 W 2730 2730 \ WATER PLAN \ -0+80 a+so o+ao 0+20 0+00 0+20 o+ao o+so 0+80 1+00 1+20 1+40 0 50 100 5 ' r°E w ~ C•u T•1 \ - w Q NEFFEET V A �- -- 16 m \ \\ N:83892.7609_ _ _ c \ \ E:462173.4701 `�' Pa a 261 \ \ 2"BLOWOFF 9 Item#11. Keyed Notes 3✓ N 1 wz O 0 m E�y yE o J SEE SHEET C.UTA SEE SHEET CUT 3 1. MAINTAIN 18"OF VERTICAL SEPARATION BETWEEN WATER LINE AND W w ` NONNON-POTABLE LINE. SEE WATER NOTES 2&3 ON SHEET C1.1 AND DETAIL 0 UTOT o a o I I WATER a �' - // I 2. TRAFFIC RATED CLEANOUT PER ISPWC SD 506A WITH CONCRETE a Z `3 6 LL \ I OE/ I O I I SEE SHEET C.UT.1 : `= ° \ - - I COLLAR. (NO CONCRETE COLLAR WHEN CLEANOUT IS LOCATED IN Q U t o.o >o N 0 I V I N W /A. - 37.9.56 OF 8 SDR 35 PVC @ 0.422/o_ / / J / - ' W . : - \ ,e¢ \ -°E / 17+34.60 PORTLAND CEMENT CONCRETE AREA) a •' / - L- i SEWER SERVICE 4" DIAMETER TYPE"B" PER ISPWC SD 511. _ - _ E \ 1 t 114.02:OF 8 SDR 35:PV @ 0.427/o : �J __ _ I ': _ - 1" ° 4. POTHOLE EXISTING GAS LINE AND DETERMINE EXACT HORIZONTAL ANDS ° e� Z j I Al �-'/ 48 SSMH-3 \ \ e / 199.73 OF 8 SDR 35 PVC @ 0.428/o. - e o s y o #' N I :` LL/ 1 a, \� 48":SSMH-4 \ / I . U. i t BOTTOM OF PIPE ELEVATION PRIOR TO START OF CONSTRUCTION. �. 4"PI j°. �I ----- I 6+04.97,•.Q..00•.............. -- / \ / I a \ / I f COORDINATE POTHOLING WITH WILLIAMS PIPE LINE. r�_ Z IIfl -------------- - - WATER '481,SSMH-2 --- 9+08 53,0 00 \ / I � I _ II Il.• I .....: ' :' 2 - W I RINi:2744.21 /I /�� 5. - _ - I SEE SHEET C.UT.1 : - --- / / RIM:,2746.71 \ } E y c II _ o o U m? K 11 *86.45,0.00 y ) 8 IE IN.2728.28E I I INSTALL 78 06 LF OF STEEL CASING, CARRIER PIPE, PLASTIC SKIDS, N o c H " - �j r i I WATER TIGHT BOOTS,AND APPURTENANT MATERIALS AS(PER CITY OF °'` III ! RIM 743.89 8"IE IN:2728.28 N " - s ---- 8"IE 1�I:2729.98(SE)....... \ �o�'/ I I I. • °• of 15.75' MERIDIAN STD. DWG. W1 W2 AND THE CURRENT EDITION F THE o Z ( ) _ // /\ 9 \ ti r . :: S G S &S CU O O trIP-IAI:27-2�69 E -- 8"••IE.OUT:27 .18 - 8 IE OUt:'2729.88(W) '' •...s / I I f:' WILLIAMS DEVELOPER'S HANDBOOK. =a - O - 5+24.56 1 _ -- ,- - -28 _AA1.)-.. ------ - ``' / �� I � �• / I {: ..I a 8 IE-GUT:'17 nfl '.. I IE NN:272.8.�61 (S) \ / 4 I' 9S / / 8 SSMH$ I 61.00,ROW 3�a1 LF 4"@ z°i• 5+29.56 1 �� \ E A J 9+43.21 1 /// \ \ / / 16+35.47,0.00 a s c o m I i I N:84416.86 / " • SEWER LIN RETAIN&PROTECT EXISTING I • RIM: 2749.08 I • :. I W L o o N= Y I I j E:460968.21 / /1 ?�44 5+00,.. 6+fl 7+00 ------1:........8+fl0'....... 9+0= - - - _ L� j oo � 3a " w / / \ ^- --- ----_ - - -- - - rpWILLIAMS GAS PIPES PROVIDE WILLIAMS I 8"IE IN: 2732 88 N) I w a III I 4"IE:2739.29 1 --_ •. i/ \ / 2 T 4 4W 4W -41N- 1-1 ""4W•....... 4W "Op PIPELINE 48-HOURS NOTICE PRIOR TO PERFORMING \ I ����' 8" IE OUT: 2732.78(SW) / ANY WORK WITHIN THE WILLIAMS PIPELINE EASEMENT ° ' o.......... / / 1 / I II a � = � Z 2 W I6 - 2 9 �7° 1°' 36° A REPRESENTATIVE FROM WILLIAMS PIPELINE SHALL BE \ I I E o w` o I m I \ c e ti 0 / o I ( 4... 2 ONSITE AT ALL TIMES WHILE WORK IS BEING I ` I - �' a v U > ( / a 1Vk•>�4416.87 I I IE j 460999.63 •.... ....... - ---- E EASEMENT . I II I ° uo / 1 p o' ------ --- -- PERFORMED T\c ••.. • .. : �6 �yl• d - a z I : - Dc 1. ALL WORK, INCLUDING TRENCHING AND BACKFILL WITHIN THE WILLIAMS L ` I I 3.62 LF 4 @ 2/0 4'11E,2741.33 / ulUa --- / WATER - I r / 'z --- K s O w +. �= Z RM D WITHIN SAID EAS I I I 4+75.68 O =a GI O / - ' - __ / \ • �Q0 �, PIPE LINE EASEMENT SHALL BE COMPETED IN ACCORDANCE WITH THE Q N o ow L9 ET C.UT.1 I N.84413.24 I I x0 / d N:$4366.fl2.............✓. SEE SHE N �� �\ L �G a - I _ u- - / q • ' "WILLIAMS DEVELOPER'S HANDBOOK". N S I E:460968.22 71IL11 I ; A 3 o •. / ;''• J E 461281.70 ---f_ -- � / / ,�� W ad5 S '`� o :ram - - :` ¢ I r 2. WITHIN THE WILLIAMS PIPELINE EASEMENT TRENCH BACKFILL MATERIAL I 4 IE.2741.9¢ I I �° 4 IE.2736.61 _ - 7 \ 9s \ r S I d o > -`44� III .I 1 l : / - =-- T / `. .,...... NV Q. .I \ o m FIELD LOCATE EXISTING SEWER STUB I ° / �'•. .. ' �9 x0 / / \. �` ��. II: w FROM THE TOP OF PIPE BEDDING TO SUBGRADE SHALL BE TYPE-1 m w 78.23 LF 4 t7.4/• _ BEDDING CHIPS PER ISPWC SECTION 305. AND CONNECT SHOP TO NEW SEWER SERVICE I � r- •�., _- 2 .• �''•..-- -- � // _- �p6% \ qS �-- � 0 •...•�1bg I�I � I I':• 6�'I "_ I '• � � I I `;� / . '•, - ''••.• � ,,..••• � � .�` � � 0 � i / ... �i �5 :'•'" '3�` II '•, cJ �' 3. SEWER SERVICES SHALL BE 4" DIAMETER TYPE"B" PER ISPWC SD-511. :.:: \ �.......... ................. I I I I ) I O. �•.. ����"' a., ,Q �' .....2748.......�.................... ... • 141 4. BE PVC SDR 3 STM D3034 PER THE 1 '• •••"" `• 8"GRAVITY SEWER MAIN SHALL EXISTING MAINTENANCE SHOP G / ® N �� jy s 1 .t1 ... 2 I ;. ' ; CITY OF MERIDIAN STANDARDS. v Svc. 5 I I I 1 I FINISHED FLOOR EL:2746.46• I �•/'' ��Q / / .� �1� / A �`� / CIO I: 5. ADDITIONAL FITTINGS MAY BE REQUIRED FROM THOSE SHOWN ON THE I I 1 II I I I I �� PLANS-IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE ALL °� "'•••••••• '' / �•. N:84 87:40 4 �� I�� NECESSARY FITTINGS REQUIRED TO CONSTRUCT THE PROJECT AND III :I� I I F� �� / 1 / o • ? - SEPARATE o 14+52 89 L\ I : ....•.f r INCLUDE ALL WORK AND MATERIALS IN THE PROJECT BID NO / E�461296.51 - / I N:`.84359.17 / 8"IE: 2732.01 4"IE:2738.21 2�45 ""' NE : / •. •• ���� � /� i 13+74.83 \ 00 � i N' '� W PAYMENT SHALL BE MADE. O I• �• '• CONTACT DICaL E:461052.46 / // \ x 6. ALL SEWER MANHOLES/ / I �Ci I I 8"IE:2727.03 / / / i 1' ... ��\� 14+16.46 _ ..:•';.:•'' SSMH SHALL BE 48" DIAMETER AS INDICATED ON'= 8 IE: 273 68 / •••'•: I. ,•' �.• �:• THE PLANS,AND BE PROVIDED AN INSTALLED IN ACCORDANCE WITH THE l 48-HOURS III 1 f I I o �,� / ';I .• �� I I a"IE:•2727.69 �: 1�. 2 � � = � :/ �" � T I� •' •• qs EG: 2748.62 I a BEFORE DIGgNC \ I CITY OF MERIDIAN STANDARDS AND SPECIFICATIONS. _ 24"GAS TOP:2743.12±- w 1 800-342 1585 III I III m D I - / L� 105° \ /_ -2749--•. .y.. I :' ° 7. CONTRACTOR SHALL ASSESS THE PROJECT SCOPE OF WORK AND ALL I I m I / , ✓' - II EXISTING CONDITIONS PRIOR TO BID,AND INCLUDE ALL WORK ... • I'I v x0�\ --- -r -- -�/ �j - I """"""""' / L DIN SURFACE RESTORATION) N THE BID I Q / :` :.• . '•................. ��p $ �..\....... :. a (INC U G SU C I I I o v, ti I s :'' 3 a / / A3 EG: 2748.88 ::I.' •..•••••""� ;: ••. _ Nu,. / :•' i 9s •'• `' I , 8. PROVIDE ALL TEMPORARY IRRIGATION DITCHES AND PIPES AS REQUIRED l I:I I ,,, I / o - ���' / / 22"GAS TOP: 2745.55± \�; N TO COMPLETE THE NEW IMPROVEMENTS. ALL EXISTING DITCHES SHALL o N:84208�79/ \ / �5 I : / •� :••: : / o tit / gV�: / \ �qs 00 :r w a HAVE TEMPORARY REROUTING PROVISIONS SUCH THAT THE FLOW OF CID E:461,3111.32....... \ Oy / / \ IRRIGATION WATER,AND DRAINAGE OF SURFACE WATER ACROSS THE cV 5 4".1F'2739.81 =. WATER \ \ p 4 I / 1 ... " l., y O t \ SITE REMAIN UNINTERRUPTED THROUGHOUT THE DURATION OF W .................. III SEE SHEET C.UT.1 / u o �� Z Cn 1+00 II �° I / /% ��6 / / s.: ;.: 48...SSMH-5 \ O �i,`� r CONSTRUCTION. .\.............. ....... 6 w �s �: I I / / � ........... •••"••. / �1 .... ••••........ 4 39,O OO / 5e�� l;` I�\\ I _a 9 SEE"RD"SHEETS FOR ROADWAY IMPROVEMENT PLANS 0 2a 0 / 1 RIM:2748.02 __ �.\ o° �Q�S� S \ w 10. SEE"GI"SHEETS FOR GRAVITY IRRIGATION IMPROVEMENT PLANS. - - I N:84136:56 - 8 It AN 2731.31' NE �\ .��� f \I 11. RETAIN &PROTECT ALL EXISTING UNDERGROUND UTILITIES-PROVIDE tY Z / _ (. ) Lu E:461353.63 -__ _ 8"IE ... qs I,.• f W Q - / 4"IE:2741.48 : ' i 2 :21 (NW) - III f 1 I 48"SSMH-?(EXISTING) ;'1`.• / / ::' �� / / _ T WITHOUT DISRUPTION-N SEPARATE PAYMENT HALL BE - a r: ` PROTEO OUO S S 1+15.00,0.©0 ; I `:� / / 5.49 LF 4" 2% �r'3'• .. - �•N.� - ho \ a �: ` a MADE. CA LL OUT: 731. TEMPORARY SHORING AND SUPPORT AS NEEDED TO RETAIN AND II$"SEWER Lu RIM:2743.93 �f / / / 8 ''•. l l . : I : 12. ALL WORK, INCLUDING TRENCHING AND BACKFILL WITHIN THE WILLIAMS Lu BY OTHERS ;` 8"IE IN:2725.97(NE) // `'' ::' / / / r' / cy `. \\ EASEMENT SHALL BE COMPETED IN ACCORDANCE WITH THE } > :...:.. E _ PIPE LINE 2 AMS DEVELOPER'S HANDBOOK" MATERIAL FOR TRENCH BACKFILL I� I III 8 IE OUT:2725,8�) :! . / CONIC SI ,2�a$_ ,.: ' .•.... ....... 2151 I I: ' U OU I i :' \ i :` / A• c FROM THE TOP OF PIPE BEDDING TO SUBGRADE SHALL BE TYPE-1 Cn I I '. / INI F SHED LO .• '• .. ....•• ;: _ :• ,. •., '••.. '•. ''••. 2"• ••• ..•��• � 8� d�1S � \ •••...215 :•.� . . SI .,: BEDDING CHIPS PER ISPWC SECTION 305. J Q (III - I I � I •.:' _ _ -� / ,-� / / - •,•. _• ::,. I CONNECT TO EXISTING SEWER MANHOLE I ? :` 13. ALL SURFACE RESTORATION INCLUDING BUT NOT LIMITED TO ASPHALT ~ I I / / "" "' ;:' \' \ I PAVEMENT, CONCRETE PAVEMENT, SIDEWALK,AND CURB AND GUTTER ADJUST RIM ELEVATION TO MATCH FINISHED / _ -- 0 ACCESS TO SSMH-1 / GRADE ELEVATION AND PROVIDE CONCRETE COLLAR i.. '' ' / N:84131.�4 ::' -- 8 •. ::•\ �2�5 \I ` ARE INCIDENTAL TO UTILITY WORK. CONTRACTOR SHALL ASSESS JOB L w 461351.41 2149 WATER _ �\\ z (TAKEN FROM THE WEST- / / -` 1�� SEE SHEET C.UT.1 _ --- - - ------ _76.50'ROW•` CONDITIONS,AND SCOPE OF WORK,AND INCLUDE ALL SURFACE 0 I / \ 4"IE:2741'.59 _ gw % V CONCRETE SIDEWALK RESTORATION AS REQUIRED TO COMPLETE THE WORK IN THE BID- NO o a / /' SEE PLUMBING. SEPARATE PAYMENT SHALL BE MADE. WITH 4'WIDE GRASS PAVERS s / \ FOR CONTINUATION ON EACH SIDE BY OTHERS / / 14. PLUMBING CONTRACTOR SHALL PROVIDE TERMINATIONS FROM THE SITE �pNAL E J - I /- \ !\\ < /,• .✓ I UTILITY STUBS SHOWN,AND MAKE CONNECTIONS TO BUILDING. STP N WATER '? SEWER LINE A - (STA 1+15 TO 16+65) SEE SHEETC.UT.1 s� 1-11-22 �o 0 50 100 -P, TF OF FEET S K ER\`✓� • • • • • • .• .• '• • • • • . • .• .• .• .• .• .• • • • • • • co u - 0+80 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 11+00 12+00 13+00 14+00 15+00 16+00 16+65 co 2760 2760 Qo _ N �� ao Z N co N az M m 2756 S co o M M o 00 M N 2756 z. 1- o ti �o Z P_ � N C C N = N H �~ �( ~ O ti N N 61 c N � N Z 0 L1Jco ti fn 2 0 CD N H �n N Z 0 + �_ LLJ LJJ o G pMj °V LJJ M W Z OO N M Z - CO+ W W 78.0 ' v oo 00 o z 2752 00 o 4 N ti co co N o00 � w w °� °� LIAMS FINISHED GRADE @ PIPE C/L 2752 03 co O N - 0 00 00 1.- 0o DO + - - g N ui w w N c a' N N M p N N N N N APPROXIMATE EXISTING ASE ENT Z a= cx� � � � Ix00 � = o N � o NN ? N GRADE@PIPEC/L ° 13 cn It I'- cnm13 NZZ 0Z cn cc w w v w w w w FINISHED GRADE @ PIPE C/L a w> - 2748 � � � co 00� � co 00 _ 2748 =N CV Y C9 10 N APPROXIMATE EXISTING �D 22 2744 GRADE @ PIPE C/L 2744 ow II N Y k U¢ w3 0 �o co 2740 II 0 2740 + Z 00 II N NTm II w 0 II U 2736 2736Tm LID 14 II N II + w 347.08'OF 8"SDR 35 PVC @ 0.425% W a m z co 2732 291.86'OF 8"SDR 35 PVC @ 0.423% 2732 °w o N m II U � U`✓� Z 379.56'OF 8"SDR 35 PVC @ 0.422% y 00 W 0-u II II 114.52'OF 8" SDR 35 PVC @ 0.427% ' 14 JOB NUMBER: 2728 367.46'OF 8" SDR 35 PVC @ 0.442% II 2728 Z IDBI9075 DATE: 09/29/21 u S W R LINE (STA1 +1 To 6 65 VE T.SCAL E17��=5 2724 2724 J � SHEET NUMBER: 2722 2722 w W C.V T.2 0+80 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 11+00 12+00 13+00 14+00 15+00 16+00 16+65 r y Page 262 Item#11. ...... ,�- .... . �y N \; :::::::::........ :24;:. eye Notes 1 000 �E�Ty .....• . it SEPARATION BETWEEN WATER LINE _a ............. :: ' .............. ............ • > � � 3T = -- - - C� 1 AND NON-POTABLE LINE. SEE WATER NOTES 2 & 3 ON SHEET C1.1 - -_ -= . 9s /................ `........... - I / AND DETAIL 1/C.UT.4. a z �� .............. _--- ! .3 0 -- - _ WATER 1;N _LL LJ.I / a0 ;o �_ �3z ....................... _ / 2. POTHOLE EXISTING GAS LINE AND DETERMINE EXACT HORIZONTAL Q U t o-L„3 Z. W s I SEE SHEET C.UT.1 - _ - _ / AND BOTTOM OF PIPE ELEVATION PRIOR TO START OF �j,, 1 �.• "' CONSTRUCTION. COORDINATE POTHOLING WITH WILLIAMS PIPE _ _CON F4 . -- - - oN 74 .... ----- -- LIN E a 2 1 w ` I 3 _ - - - W �'Y I �\ - -- � INSTALL 87.09 LF OF STEEL CASING, CARRIER PIPE, PLASTIC SKIDS, � - nod�o°' Z \ WATER TIGHT BOOTS, AND APPURTENANT MATERIALS AS PER CITY o E� S2 ............................... ..... .:.. OF MERIDIAN STD. DWG. SW1 & SW2 AND THE CURRENT EDITION OF o N"¢ o \ ................... ..., 4. RATED CLEANOUT PER ISPWC SD-506A WITH CONCRETE THE WILLIAMS DEVELOPERS HANDBOOK Z TRAFFIC EXISTING PHASE 1 \ I I I _ Q� / „I.. 2744 _ // Sao "H COLLAR. 3 RESTROOMICONCESSIONS 04+75.68 I I I 2744 ' WATER - / 5. FIELD LOCATE AND CONNECT TO EXISTING UPSTREAM 4" SEWER, a c Ef o `JUT.1 �/ -- - I' // ° / DISCONNECT FROM EXISTING DOWNSTREAM SEWER AND CAP 0 I SEE SHEET C. Q 11 4 5 9 10 EXISTING 4"IE. �2�g I SSM // ------- - / H-10 @ POC:2738.45± A� ........................................ - - fi \ _ .... ..• 3 63.49,0.00 • °oo° ; ............. ......... - ' EXISTING DOWNSTREAM PIPE END w a N - - 0000° L � 03�y.y . o0000 > y X. J U / 5+24.56 1 6. CONNECT TO EXISTING 6 SEWER PROVIDE ALL - \ I II RIM: 2743.31 / _ _ _SSMH-11 FITTINGS AS REQUIRED CL c E y o y ` ° N 5 29.56 1 ............... 8"IE IN: 2730k_(WE 4+63.64 0.00 °° U W ...... 0000 T N EXISTING BUILDING SEWER SERVICE TO __ MZ M ( ) v N= N SEPTIC TANKS-ABANDON IN PLACE I I I M M Z 87 IE OUT:-2730'.77.•(S) RIM:2744.00 ': �a 7. SAWCUT AT EXISTING JOINTS AND REMOVE EXISTING CONCRETE Q _ _ >ao g - I I M .I M 8„I E - ° > •� ' IN: 2731 95 NE °° �' � F.� �` ` $ ° :. ....� ...• a• 000°°°° PANELS AS NEEDED FOR NEW SEWER SERVICE CONNECTIONS � �_� � 7 I ••••••.""'8"IE OUT: 2731.85(SW) °°o �° / / REMOVE AND REPLACE FULL PANELS ONLY.I PROVIDE CONCRETE N N 2,N o ow N o SEPTIC TANKS a_ ' I P I 1 2�44..., \ \/ SURFACE RESTORATION TO MATCH EXISTING CONCRETE SURFACE _ ° E - EXISTING S � o°EX SEWER LINE B - 1 1 ° CONCRETE 34.92±LF 4" ^ •. __- t= °°>SrgR/ - a m w a a m ... � .. a e TEXTURE AND JOINT PATTERN PER ISPWC SD 709 ALL CONCRE ��° N = moo �. Teo @ 2%MIN. PVC @ 0.960%- -3+00-- - --- T- S' ...'. r a °°° ` REPLACEMENT SHALL BE INCLUDED IN THE BID BASED ON THE I / CONTRACTOR'S EVALUATION OF THE WORK- NO SEPARATE 158° �� N' e ° / PAYMENT SHALL BE MADE. _ F EXISTING 6"IE. 6 10 4 11 may, I �. ......... \: tea\ o��o / @ POC:2737.40± I 8�0 8. EXISTING PLANTER AND TREE - SEE LANDSCAPE PLANS FOR 0 O � I 1 48"SSMH-3 n �/ �qs �� I` SSMH-12 EXISTING REQUIREMENTS. 1+00.00 OFF: 0.00(LINE B) j „ o 1p, Q (EXISTING) 1 \ I 96.16 OF 8 SDR 35 PVC @ 1.020/o q 5+58.44 0.00 EXISTING 6"SEWER @ %± j I 6+04,97,0.00 LINE A a s 9. REMOVE EXISTING CLEANOUT, CAP DOWNSTREAM PIPE. 9 ( ) \' �16so � •.•a� sF�, RIM: 2743.55 I I 1 RIM:2744.21 8 A % F,p 10. CONTRACTOR SHALL FIELD VERIFY EXISTING SEWER LOCATION 6''S I �, �� -- ) 4+82.20 / �a 8"IE IN:2733.78(E) / I I 1 8 IE IN: 2728.28E 2211g �� \ AND INVERT ELEVATION AT THE POINT OF CONNECTION TO THE CONTACT DKXJNE ( ) EXISTING SEWER LINE TO \' � � � 8"IE OUT:2733 68(SW)-' I I I 8"IE IN,2728.28(N) � ��� � 90.81'OF 8"SDR 35 PVC @ 1.905% 3 ( ) EXISTING SEWER PRIOR TO START OF CONSTRUCTION - NOTIFY 8.75±LF 4'@ 2%MIN. DRAIN FIELD-ABANDON IN PLACE I 1 48-HOURS I I 8 IE OUT: 2728.18(W) I \� :' ENGINEER IMMEDIATELY IF ANY PLAN DISCREPANCIES EXIST. BEFORE DIGgNC �j \ III I 14" IE IN: 2728.61 (S) 5743 47 \ \ \ EXISTING PHASE 1 11. DAMAGED, OR CRACKED CONCRETE SHALL BE REPLACED AT EXISTING 4"IE. I I EG: 2 2 RESTROOM/CONCESSIONS CONTRACTOR'S EXPENSE. REMOVE AND REPLACE FULL PANELS 1- -342-1585 POC:2737.78± I I I \ / 22 GAS IE: 2740.72± C��>O - `•.. ONLY - NO SEPARATE PAYMENT SHALL BE MADE. v m @ I 5+22.27 A" \ 12. CONNECT TO EXISTING SEWER MANHOLE. ADJUST FRAME AND \�• I I D,� '� `. I I R► �`• RETAIN :tip \ EG:2743.43 / � COVER TO MATCH FINISHED GRADE ELEVATION - PROVIDE �I &PROTECT EXISTING ��/ 24"GAS TOP:2738.26± / / CONCRETE COLLAR. EXISTING 4"SEWER @ 2.0%± { \� 1 I \'•. WILLIAMS GAS PIPES- PROVIDE WILLIAMS - \ \ \\ I \\ I r% \ `•. I' PIPELINE 48-HOURS NOTICE PRIOR TO PERFORMING l �� 5+57.33 I < W I \ \ II I Z V. ANY WORK WITHIN THE WILLIAMS PIPELINE EASEMENT / I y / / \ 1 Z U) A REPRESENTATIVE FROM WILLIAMS PIPELINE SHALL BE �a / / "^ o I \ I' \ `.. -I ONSITE AT ALL TIMES WHILE WORK IS BEING / I -2744 / / o Notes 0 a 0 PERFORMED WITHIN SAID EASEMENT / - - I �I _ 1.' ALL WORK WITHIN THE WILLIAMS PIPE LINE EASEMENT SHALL BE HE CURRENT EDITION OF THE E i PERFORMED IN ACCORDANCE WITH T W / I.:: ? �a EXISTS G 6"IE IN:2735.92± 2 Q WATER p / SEE EXISTING RESTROOM WILLIAMS DEVELOPER S HANDBOOK. EXISTING RESTROOM CONNECTION TO SEWER SEE SHEETC.UT.1 (: � / '�p` / / -_- CONNECTION TO SEWER 2. SEWER SERVICES SHALL BE 4" DIAMETER TYPE "B" PER ISPWC � � � Z I o LUw 0 20 40 I`, I / /// DETAIL ON THIS SHEET SD-511. } FEET :' ? a d 3. 8" GRAVITY SEWER MAIN SHALL BE PVC SDR 35 ASTM D3034 PER �_ O o •I I, \ � �- \Opp � ,SOp / \ ? U THE CITY OF MERIDIAN STANDARDS. U C/) I I l Cqs �So / / \ DISCOVERY C / F �SAp1 / OVERY PARK 4. ADDITIONAL FITTINGS MAY BE REQUIRED FROM THOSE SHOWN ON F 0 I-� I ,tip I � THE PLANS _ IT IS THE� � I� I I v / CONTRACTOR'S O ... DETERMINE ALL NECESSARY FITTINGS REQUIRED TO CONSTRUCT ....'. �.....�. PHASE 7 w w THE PROJECT AND INCLUDE ALL WORK AND MATERIALS IN THE z SEE SHEET �'°��°� PROJECT BID - NO SEPARATE PAYMENT SHALL BE MADE. o 5. ALL SEWER MANHOLES (SSMH) SHALL BE 48" DIAMETER AS INDICATED ON THE PLANS, AND BE PROVIDED AN INSTALLED IN S\0ALACC EN SPECOIFICAT ONSDANCE ITH THE CITY OF MERIDIAN STANDARDS AND � \ST SEWER LINE B (STA 1+00 TO 5+58.44) 6. CONTRACTOR SHALL ASSESS THE PROJECT SCOPE OF WORK AND EXISTING RESTROOM CONNECTION TO SEWER ALL EXISTING CONDITIONS PRIOR TO BID, AND INCLUDE ALL WORK 3 Z (INCLUDING SURFACE RESTORATION) IN THE BID. 2 0 50 100 7. PROVIDE ALL TEMPORARY IRRIGATION DITCHES AND PIPES AS ps��TF OF \�P�o� FEET REQUIRED TO COMPLETE THE NEW IMPROVEMENTS. ALL EXISTING ASS {( ER\ - DITCHES SHALL HAVE TEMPORARY REROUTING PROVISIONS SUCH THAT THE FLOW OF IRRIGATION WATER, AND DRAINAGE OF SURFACE WATER ACROSS THE SITE REMAIN UNINTERRUPTED . • THROUGHOUT THE DURATION OF CONSTRUCTION. • 2 • • • • 0+80 1+00 2+00 3+00 4+00 5+00 5+90 8. SEE "C.RD" SHEETS FOR ROADWAY IMPROVEMENT PLANS. �• CO 9. SEE "C.GI" SHEETS FOR GRAVITY IRRIGATION IMPROVEMENT . : 00 00 � • PLANS. cn 2764 2764 10. RETAIN & PROTECT ALL EXISTING UNDERGROUND UTILITIES - PROVIDE TEMPORARY SHORING AND SUPPORT AS NEEDED TO c\j co RETAIN AND PROTECT WITHOUT DISRUPTION - NO SEPARATE co • PAYMENT SHALL BE MADE. 2760 2760 11. ALL WORK, INCLUDING TRENCHING AND BACKFILL WITHIN THE WILLIAMS PIPE LINE EASEMENT SHALL BE COMPETED IN ACCORDANCE WITH THE "WILLIAMS DEVELOPER'S HANDBOOK". ao MATERIAL FOR TRENCH BACKFILL FROM THE TOP OF PIPE BEDDING ow N TO SUBGRADE SHALL BE TYPE-1 BEDDING CHIPS PER ISPWCo 2756 w z 0 w 2756 SECTION 305. <z rn °�� X o cl> M 12. ALL SURFACE RESTORATION INCLUDING BUT NOT LIMITED TO o0 m a w ; o o ti w o � N ti ASPHALT PAVEMENT, CONCRETE PAVEMENT, SIDEWALK, AND CURB N� w w w z oo in Z ti o c m N 0 c M � N AND GUTTER ARE INCIDENTAL TO UTILITY WORK. CONTRACTOR m 2752 J J N N o M � v ci ti z _ Z SHALL ASSESS JOB CONDITIONS, AND SCOPE OF WORK, AND o0 O O N N N N c M 0 CR 4 `" w w W + �_ !'� !'� 2752 INCLUDE ALL SURFACE RESTORATION AS REQUIRED TO COMPLETE �` " " " o o M N N + cn "' °O °D THE WORK IN THE BID - NO SEPARATE PAYMENT SHALL BE MADE. og 2 0 0 m N N N g C,4 z z 0 z = v ; ? 0 13. PLUMBING CONTRACTOR SHALL PROVIDE TERMINATIONS FROM z � o o w w w w N _ w w 7513' THE SITE UTILITY STUBS SHOWN, AND MAKE CONNECTIONS TO THE W w w� 2748 `� O° °O O° N `' 0' co 2748 RESTROOM CONCESSIONS BUILDING. 5 APPROXIMATE EXISTING w' GRADE @ PIPE C/L EASEMENT 14. SITE UTILITY CONTRACTOR SHALL PROVIDE TERMINATION FROM W �z THE SITE SEWER SERVICE TO THE EXISTING MAINTENANCE SHOP y z SEWER STUB. lo 0 2744 - 2744 q~ a ` z NON POTABLE PIPE PROVIDE TEMPORARY PIPE C6 Q zz FINISHED GRADE @PIPE C/L Q SUPPORT AND SHORING AS REQUIRED c w3 FQ + 0 2740 N N W 2740 W _ 3 N ii OZ o 83 45° BEND 45° BEND Z z iv USE CHIPS TO BACKFILL TO O O - SPRING LINE OF THE PIPE THAT O V 2736 2736 IS ABOVE THE WATER PIPE + AS REQUIRED TO 10'. � 10' r 96.16'OF 8"SDR 35 PVC 1.020% ACHIEVE CLEARANCE - - °-' '' AS REQUIRED TO14 @ WATER LINE ACHIEVE CLEARANCE O z 45° BEND (SERVICE OR MAIN) y w J rn 45° BEND ( > m w 2732 2732 ~ ¢ " zt � Y ° NOTES: m o aco co n 0 0 "SDR 35 PVC @ 0,960/0 3 1. WATER SERVICE AND MAIN PIPING SHALL HAVE A MINIMUM OF 48"COVER. W v Lu Y N 00 259.50 OF 8 90.81'OF 8"SDR 35 PVC @ 1.905%J LV � w a _ ¢ 2. CONTRACTOR SHALL CONSTRUCT WATER UNDER NON-POTABLE PIPE IF 18"OF CLEAR VERTICAL Z p w w a w ¢ SEPARATION CANNOT BE ACHIEVED. J a a o 2728 EXISTING 8"SEWER @ 2.36% 2728 3. CONTRACTOR SHALL ASSESS CROSSINGS PRIOR TO BID AND INCLUDE ALL WORK AND MATERIALS IN THE Z (FROM EXISTING RESTROOMS) BID-NO SEPARATE PAYMENT SHALL BE MADE. ` JOB NUMBER: 4. PROVIDE JOINT RESTRAINTS ON ALL FITTINGS. 9 rV� IDBI 9075 SEW R LI E B T 1 0 T 5+5 ■4 HORI VER?SCALL.:1T'_5 ' 5. PROVIDE THRUST BLOCKS PER ISPWC. W X DATE: 09/29/21 2724 2724 6. PROVIDE CASINGS PER CITY OF MERIDIAN STANDARDS WHERE SHOWN. y LV SHEET NUMBER: 2722 2722 TYPICAL WATER & NON POTABLE PIPE CROSSING 1 C.U T.4 0+80 1+00 2+00 3+00 4+00 5+00 5+90 UT.4 U) Page 263 Item#11. 3_ - _ W Z 00 yeS z W 2 0 / ` N LL __ o U- U Oo r N K az = _ = W aO - do� s� �'3� z QU _ - o ao'o 5 SEE SW1 FOR 1P.2 _ _ 2st -2�'v �CJ� - t' v� U' SLEVE/CASING LENGTH 12" - - ` z 1/8" CLEARANCE CAST IRON RING AND o w Ez 2 c�.3 2'-6" DIA. COVER SHALL BE o o NONPOTABLE PIPE OR DITCH PVC OR STEEL SLEEVE/CASING EXTEND MARKER AND PAINT _ - E D" = DIAMETER DETERMINED BY z SEWER - FLUORESCENT GREEN ? FLUSH WITH SLOPE - y 0 GROUND SURFACE SIZE OF LINE TO SLEEVE/CASE. g WATER - FLUORESCENT BLUE Of FINISHED GRADE. SEE SECTION 308 & 310. o RECYCLED - FLUORESCENT PURPLE o 090 III-III-III-III-III-III-III-III-III-III III-I I-III-III-I ! I-! I I-I ! I-III-III- �°o°o ° CONCRETE COLLAR =III=1 I I-III=1 I I-1 I I-II I=1 I I=1 11=1 I I 11=1 11=1 I fi=1 11=1 11=1 11=1 11=1 11=1 11= III-1 I I=1 I I-1 I I-III-III-111-I 11=ill I 11-1 I ICI I I,I 117 I h I f-i 11-1 I I-1 I I: PLASTIC SKIDS (SEE NOTE #2, U CALPICO INC. MODEL PX a =III=1 I1=1I 1=1 I1=1I 1=1 I1=1I 1=1I1- =1I1=1I6=1 I1=1I 1=1 I1=1I 1=1 I1=1I 1= L o _ o -I OR APPROVED EQUIV. 1 EDGE PRY 1'x12° PIPE � � - g e 3 o y o w III-1 I I-1 I I-1 I I-III-1 I I-111;I I D I I I 1=1 11=1 I I-I 11=1 I I-1 11=111- SPACED ® 6.5' O.C. -0 � W I � L � _ _ _ _ 11 3/4" CHERNE 8" y } o a W -III-III-III-III-III-III- ` -III-III-III-III-III-III Q --- -1 3/4" END-OF-PIPE FIBER JOINT PACKING Q E= y z N GRIPPER PLUG OR III-III-III-III-III � -� I I-III-III-III-III-III- 3/4" APPROVED EQUAL � 0 =1 11=III=III=III;. � ' �lI1=III=III=III= 1/2" MAX. TOLERANCE Q d - I I E 1 I I-1 I I-1 I I 15 X -1 I IF] I I-1 I I-1 I I- BETWEEN END OF SPACER AND � - =1 I f-111-I I I I I I-111-111- PVC WATER INSIDE OF SLEEVE/CASING. 2" x 4" OR 8" DIA. PVC Q N o N N Z z III-1 I I- III 1 -III=III- RECYCLED WATER 3" DIAMETER = m E ° E a o I i- POLE MARKER THREE-6" DIA. U o~ y OR SEWER PIPE 0 0 I I- I COILS 10" ca m ANNULAR SPACE 12" a g o o 'm a TO BE FILLED 7/77/72/72 (SEE NOTE 6) 2" x 4" OR 8" 3" DIAMETER 12 GAUGE POLE MARKER CAST IRON N1.5X GALVANIZED WIRE; 3X+D STAPLE TO OTTOM TOP AND BETWEEN., RING & COVER NEOPRENE END STEEL CASING SEAL(EACH END) ANNULAR FILL NOTES WATER,SEWER OR RECYCLED 1. VERIFY ALL DIMENSIONS AND ELEVATIONS IN THE FIELD PRIOR TO CONSTRUCTION. CONTACT DMINE WATER CARRIER PIPE WATER TIGHT WATER TIGHT PLUG OR CAP PLUG OR CAP 48-HOURS 2. PIPE SLEEVE/CASING ASSEMBLY SHALL BE INSPECTED BY MERIDIAN PUBLIC WORKS SEWER MAIN BEFORE DIGgNC DEPARTMENT PRIOR TO INSTALLATION IN THE TRENCH. DIAMETER VARIES SEWER WATER PLUG TO BE SEALED 1-500-342-=5 3. WATER-TIGHT BOOTS SHALL BE INSTALLED ON EACH END OF THE PIPE SERVICE SERVICE IN SAME MANNER AS SLEEVE/CASING. PIPE PIPE MAIN SEWER JOINTS. 4. BELL RESTRAINTS ARE REQUIRED ON ALL WATER, RECYCLED WATER AND PRESSURE SEWER PIPING PLACED WITHIN THE PIPE SLEEVE/CASING. n NOTES 5. IN EMERGENCY SITUATIONS AND WITH WRITTEN APPROVAL OF THE CITY ENGINEER MAIN x MAIN x 8" TEE-/ 1. CASING LENGTH SHALL BE AT LEAST 3X+D IN LENGTH,WHERE X IS THE OR THE INSPECTOR AS THE ENGINEER'S REPRESENTATIVE, REDWOOD SKIDS MAY 1/4"/FT. MIN. SLOPE cV DISTANCE FROM THE CENTER OF THE NONPOTABLE PIPELINE OR DITCH BE USED PER ISPWC SD-307,SECTION A-A. (MIN SLOPE 1/8"/FT. Lu TO THE REQUIRED BOTTOM OF THE CASING AND D IS THE DIAMETER OF STANDARD WATER AND THE IRRIGATION PIPELINE.(MINIMUM CASING LENGTH SHALL BE 20') 6. THE ANNULAR SPACE BETWEEN THE CARRIER PIPE AND CASING PIPE SHALL BE WITH OWNER APPROVAL) RECYCLED WATER Q Q FILLED IN ACCORDANCE WITH SECTIONS 308 AND 310. AN EXCEPTION MAY BE SERVICE MARKER NOTES 2 2. CASING SHALL BE CENTERED UNDER IRRIGATION PIPELINE ALLOWED IF THE SLEEVE/CASING IS FOR NON-POTABLE SEPARATION �_ a 0 STANDARD SEWER 1. CLEANOUT LIDS MUST BE LABELED WITH THE WORD "SEWER". 3. ANNULAR SPACE SHALL BE FILLED PER ISPWC AND CITY SUPPLEMENTAL REQUIREMENTS OR SLEEVINGICASING 15 LESS THAN 10 FEET DEEP AND ABOVE � Y _ SPECIFICATIONS. SEE SECTIONS 308 AND 310 SEASONAL HIGH GROUNDWATER.ALL EXCEPTIONS MUST BE APPROVED IN WRITING SFRVICF MARKER 2. FRIBILLATED POLYPROPYLENE FIBER (ADDED PER MANUFACTURER'S LLI Z BY THE CITY ENGINEER. RECOMMENDATIONS) MAY BE USED IN LIEU OF #4 REBAR IN CONCRETE Q Q COLLARS. 2 0- 3. THE MAXIMUM DISTANCE FROM A MANHOLE TO A PROPOSED CLEANOUT LL IS 150 FEET. O W 4. NO SERVICES WILL BE CONNECTED TO THE SEWER LINE TERMINATING IN } � A CLEANOUT. O U 0 REVISED 2019 Lu 0 REVISED JULY 2014 REVISED JULY 2014 CITY OF MERIDIAN STANDARD DRAWING NO. CITY OF MERIDIAN CITY OF MERIDIAN STANDARD DRAWING NO. CITY OF MERIDIAN STANDARD DRAWING NO. SUPPLEMENTAL �- SUPPLEMENTAL SUPPLEMENTAL SUPPLEMENTAL SPECIFICATIONS T TYPE CLEAN-OUT z W SPECIFICATIONS CASING LENGTH REQUIREMENT SPECIFICATIONS PIPE SLEEVE 1 CASING SPECIFICATIONS STANDARD SERVICE MARKERS TO PUBLIC SFON si � SW2 PUBLIC WORKS CONSTRUCTION 0D_TO THE IDAHO STANDARDS FOR W TO THE IDAHO STANDARDS FOR TO THE IDAHO STANDARDS FOR PUBLIC WORKS CONSTRUCTION PUBLIC WORKS CONSTRUCTION PUBLIC WORKS CONSTRUCTION SW3 ONAL ENG� G\STE "CO uj z 3 STORZ CONNECTION J a o co rs� 1-11-22 FIRE HYDRANT I Q1 VALVE BOX LID O o ¢ Z d 9TOF QP LOCATE STATION SEE SEE SEC. 403 24"Ox6" CONCRETE COLLAR ¢ uJ P a r doss K ER\C�S�� 5-1 4" LID, LEVEL w w o DRAWING WITH CONCRETE SEE DRAWING G5 W9 I FACE OF / � a � w � SIDEWALK HYDRANT FINISH GRADE a a cYi Z • , OR 1/4" BELOW z n ¢ • 3 s o, V) • FINISH GRADE Uv _j m n , .• .• • BURY LINE 6"-14" FROM BACK OF SIDEWALK a, z p J w o •• • • REFER TO DRAWING W11 OR 24"-28" FROM BACK OF CURB 4 • a. o N ' ' a of • • 'T 'T CD FOR SEPARATED SIDEWALK a ca J 1 FINISH GRADE ° ° • c a n 3 w ¢ �¢ • • - - - •'r'r (2) #4 REBAR HOOPS OR o� a ic ¢ J Z , ' 1 3" 6" LOCATING 3/4" TO 1" CLEAN FIBRILATED CONCRETE WIRE DRAIN ROCK EXTENDS I�c1 a w ¢ rn a x 2' m Q GROUNDING FILTER 12" HORIZONTALLY 2Q CAST IRON VALVE RISER o a N I a a a a W W ' 2 6" VALVE WIRE x FROM EACH SIDE OF z ~ a W a © , n"z w U) Z LD MJ_x FLANGE) THRUST BLOCK BASE AND W W _ o w J cda N N O� W MAGNESIUM FABRIC 0 w ¢ a a a�(n Z ¢ a GROUNDING Qj VERTICALLY TO 2" `� d - J J 0 a Q "M"x 6" TEE FIRE HYDRANT INSTALLED II z LL (MJ x MJ x FLANGE) ANODE rr r N 1O o r ABDRAIN HOLE NO WATER SERVICE II N o w� Z z x z o o ¢z p 111 W WITH THRUST BLOCK �d'jr/ d�..r air�`r � : rr VT¢ LII O O ¢ �4 CONNECTOR 6" DIA. PIPE ••. •,/, rr.s.; ,•�Sr Q Q O O x F LLow i✓err r:r •rrra�rr• •r o �D 6 0 /'1 1 M N N r7 N Q U' A/ 0 V D n /� �rr is irr %rrr rr rrr "Z� �e C7 OOOOOOO OO O r as rr'.r rrrf •r r r � O 0 J N M iO [O I� QO Or a �f iiir�r I M¢ M <z z DRAIN J °° ¢ N `E'er oU KEEP CLEAR _ n N • • o0 SOS: 24"-30" > z °a' °i zG rrSr I I-44 1-I4! 1 4 •I-H I 1 -H Id-I-I 1++4 Id FROM P/L TO 0 > oo CAST IN PLACE CONC. CENTER OF D- Lil o THRUST BLOCK I METER VAULT p x ' oa VALVE SUPPORT ALL MJ CONNECTIONS w/ PROPERTY LINE x :' SOLID PRECAST JOINT RESTRAINT FITTINGS (4 CF OF THRUST yyM af J z ;, M o 0 0 03 CONCRETE BLOCK BLOCK REQUIRED) a F_m '• z Q J U) o L) oz 1' X 1' X 2" THICK zoo z OdoN O SOLID PRECAST CONCRETE BLOCK (SEE NOTE N0. 5) ¢o °' }:� w z W p H z z 1' x 1' x 2" THICK o i4.. ¢of z LU ¢ o � oz 2 - SOLID PRECAST O O¢ g U 0 j �- CONCRETE BLOCKS 6"-14" FROM BACK OF SIDEWALK N LOCATING WIRE TO BE PROVIDE HEAVY GAUGE VALVE 0 }1;+, N w w L� o Y w w 6" x 6" x 24" WIDE OR 24°-28" FROM BACK OF CURB LAID ON TOP OF PIPE NUT EXTENSION IF BURY DEPTH CL ..,' w O 0- U a 0 �Z FOR SEPARATED SIDEWALK AND FASTENED EVERY EXCEEDS 5' a ?,'� > a IN 10' WITH 10 MIL ° O ;; H 0E- w L) U) NOTES WATERPROOF TAPE a z °O a a�� > O Jw . [p Of :-'`-'� (J tY¢ it r Q. a o 1. JOINT RESTRAINTS TO BE USED AT ALL TEES AND FITTINGS FROM MAIN TO HYDRANT. z w �Z a°On ,.,n, oar z0 2. ALL AUXILIARY VALVES SHALL BE LOCATED AT THE TEE ON THE WATER MAIN AS SHOWN ON THIS DETAIL. `�Zo w 0 0 0¢ 3. PLACE LOCATING WIRE TO LOCATOR STATION. TAPE TO TOP OF PIPE EVERY 10' MAX. SPACING. SEE STANDARD DRAWING G-5 m J 0 0 r L<P O w^ ca N Z) zz FOR PLAN VIEW DETAILS. o f ° �E z �m z w�o N W_ w Paz `. ��� �2az � NF w3 4. ALL 4 1/2" OUTLETS TO BE POINTED TOWARDS PRIMARY STREET OR ACCESS ROAD. W o • O z w i.l o ¢ o FIRE HYDRANT & WATER SERVICE wX- , _0 ¢�n � �3 5. ALL FIRE HYDRANTS SHALL HAVE A MINIMUM OF 5' RADIUS FROM MATURE LANDSCAPING OR OTHER FIXED VERTICAL OBJECTS, INSTALLED - SAME LOT STANDARD GATE VALVE w v z z z ay SEE DRAWING W9. ° z N o O z W o0 X p Z c 3 uj 6. HYDRANTS WILL BE INSTALLED TO GRADE TO MANUFACTURES DESIGNATED BURY LINE ON HYDRANT. SOLID PRECAST CONCRETE C900 WATER MAIN ,'. o w In BLOCK 1' X 1' X 2" THICK o 7. HYDRANTS SHALL NOT BE PLACED WITHIN 10 FEET OF DRAINAGE SWALES. a o GENERAL NOTES WZ �w 8. HYDRANTS TO BE INSTALLED LEVEL & PLUMB. 1. SEE CITY OF MERIDIAN STANDARD DRAWING W6 FOR ELEVATION SET OF METER VAULTS. m LdY/ 9. INSTALL GROUNDING ANODE AT MINIMUM 24 INCH DEPTH. 2. HYDRANTS SHALL NOT BE INSTALLED WITHIN 10 FEET OF DRAINAGE SWALES. ° a NOTES m Y cn z 10. ALL FIRE HYDRANTS SHALL HAVE STORZ CONNECTION; EITHER BUILT IN OR APPROVED ADAPTOR MAY BE USED. 3. FIRE HYDRANTS AND WATER METER VAULTS SHALL HAVE A MINIMUM OF 5' RADIUS F Y o L, to 11) FOR VALVE BOXES IN STREETS WITH A SPEED LIMIT GREATER THAN OR r w rn CLEARING FROM MATURE LANDSCAPING OR OTHER FIXED VERTICAL OBJECTS INCLUDING ¢cn > co W EQUAL TO 35 MPH, USE SW SERVICES ABS/POLYCARBONATE NON-POP O¢J �Y 10 REVISEDJUNE2018 FENCES. of LID. 0 x wF„ W Z } O Oct w �F W ¢ m z REVISED DEC 2017 V a l w w 0 w y N m CITY OF MERIDIAN STANDARD DRAWING NO. REVISED DEC 2017 W n 0 N z w L) w z CITY OF MERIDIAN STANDARD DRAWING NO. z J J z X SUPPLEMENTAL Q w - ¢0 0- W o m a SUPPLEMENTAL W a J >0 0� F li O w W IL LL ¢ SPECIFICATIONS FIRE HYDRANT DETAIL �{) CITY OF MERIDIAN STANDARD DRAWING NO. $¢ W TO THE IDAHO STANDARDS FOR lV� SUPPLEMENTAL Z 0 3 a WATER SERVICE 1 SPECIFICATIONS VALVE BOX & LID DETAIL rJ' Lna ¢� 0 W 0- 0- o PUBLIC WORKS CONSTRUCTION SPECIFICATIONS TO THE IDAHO STANDARDS FOR w 1 I Z TO THEIDAHOSTANDARDSFOR FIRE HYDRANT LOCATION �� PUBLIC WORKS CONSTRUCTION JOB NUMBER: PUBLIC WORKS CONSTRUCTION �J 3 1DBI9075 DATE: 09/29/21 w/ SHEET NUMBER: W W C.U T.6 W wco y Page 264 Item#11. 3 L - - 00ILL L _ = E� °vr'E� z r o - 2 z -n�rl a7eryr LU :3 ._a a 3 a=__1 2 O ar extra Pro Services / - � y :[ r 0 F_ - -_ -- Q d� z a0 ° 3o LL o Pc - STORMWATER POLL TION PREVENTION PLAN E. LAKEHAZELRD. a F� pl„CUVC Park E Le$e Hazel Rd E Lake Ha-.a!'� i - E Lake Hazel Rd ry � o m a - - w s AA d ---_ - oz The Church of a - N z Jesus Christ of Latter... - DISCOVERY PARK PHASE 2 a N¢ =N c LU Z LU a _ > LU /V: -_-_ z Laughing Horse Q ` aQ � b 2121 E. LAKE HAZEL RD. - MERIDIAN VI, IDAHO B°ardingandHors° a s �_ o L 1.- E Y E Y[r9e➢oboe Cn U- U O r Blindsource© m c c - - J Cli� x e , Qr z o � 'o G1 0 o o 0 A v U � w PHASE 2 PROJECT SITE a U U _ z m - g 7rs"4a1 d L � o z NOTES PROJECT CONTACTS - _ 2 E 3 W �a N N m �'anrrq, m E _E a z a mU , NORTH d mw o� O ma 1. FILE A NOTICE OF INTENT(NOI)WITH EPA FOR ALL SITES THAT ARE (1) ONE ACRE OR GREATER 25. NO MATERIALS OR SUPPLIES SHALL BE PLACED ON THE PUBLIC RIGHTS-OF-WAY(STREETS OR OWNER CITY OF MERIDIAN erolumhirr Blue Sky ConstructionQ EColum8la Rtl u ECnlum6ia Hti OR LOCATED IN A COMMON AREA OR DEVELOPMENT WHICH IS 1 ACRE OR MORE. IF THE SITE SIDEWALKS) UNLESS PERMITTED BY THE APPROPRIATE JURISDICTION. C/O MIKE BARTON Izi DISTURBANCE AREA IS LESS THAN (5) FIVE ACRES A LOW EROSIVITY WAIVER (LEW) MAY BE FILED 33 E. BROADWAY AVE. VICINITY MAP WITH EPA TO OBTAIN A WAIVER FROM THE REQUIREMENT TO OBTAIN NPDES COVERAGE FOR 26. CONTROL MEASURES (APPROVED-BEST MANAGEMENT PRACTICES) SHALL BE IN PLACE DURING MERIDIAN, ID 83642 STORM WATER DISCHARGES SO LONG AS THE R-FACTOR FOR THE IS LESS THAN (5) FIVE, CONSTRUCTION TO PREVENT SEDIMENT FROM ENTERING STORM WATER INLET STRUCTURES T.208.888.4433 CONSIDERING THE TIME PERIOD AND DURATION OF CONSTRUCTION, AND THE EXPECTED DOWNSTREAM FROM THE PROPERTY. MBARTON@MERIDIANCITY.ORG RAINFALL INTENSITY DURING CONSTRUCTION. THE DETERMINATION OF WHETHER TO FILE AN NOI OR A LEW SHALL BE DETERMINED BY THE CONTRACTOR. THE PROJECT SHALL BE IN 27. GENERAL CONTRACTOR SHALL IMPLEMENT CONTROL MEASURES FOR THE DISPOSAL OF INDEX OF SHEETS COMPLIANCE WITH EPA REQUIREMENTS AT ALL TIMES -NO SEPARATE PAYMENT SHALL BE CONSTRUCTION AND BUILDING WASTE, PAINT, DRY WALL WASTE AND COMPOUNDS AND OTHER CONSTRUCTION KREIZENBECK CONSTRUCTORS CONTACT DMNE MADE. CHEMICALS USED DURING CONSTRUCTION. MANAGER C/O MIKE BERARD 48-HOURS 11724 W. EXECUTIVE DR. BEFORE DIMNG 2. ALL INSPECTIONS REQUIRE A 24-HOUR NOTICE PRIOR TO THE SCHEDULED INSPECTION TIME. 28. EQUIPMENT AND VEHICLE WASHING OPERATIONS DURING CONSTRUCTION MUST BE IN AN AREA BOISE, ID 83713 C.ESC.O SWPPP - COVER SHEET & NOTES 1-800-342-=5 SPECIFICALLY DESIGNATED BY THE OWNER/GENERAL CONTRACTOR. PRESSURE WASHING OF T.208.941.3199 3. THE GENERAL CONTRACTOR SHALL MAKE ALL REQUIRED NOTIFICATIONS LEAST 24-HOURS DRIVEWAYS, SIDEWALKS, STREETS OR GUTTERS IS PROHIBITED UNLESS APPROVED MEASURES MBERARD@KREIZENBECK.COM C.ESC.1 SWPPP - PLAN AREA A PRIOR TO BEGINNING EARTH WORK OR AS OTHERWISE REQUIRED BY EPA 2017 CGP, AS ARE USED TO PREVENT SEDIMENT OR POLLUTED WATER FROM ENTERING THE STORM WATER APPLICABLE. SYSTEM. CONTRACTOR/ TO BE DETERMINED UPON AWARD OF CONTRACT C.ESC.2 SWPPP - PLAN AREA B 4. NO DISCHARGE TO THE PRE-ENGINEERED STORM DRAIN SYSTEM SHALL BE PERMITTED UNTIL 29. PORTABLE TOILETS, MATERIAL AND WASTE CONTAINERS SHALL NOT BE PLACED ON A STREET OPERATOR COMPANY: TBD N THE FINAL SITE LANDSCAPING, AND ALL SLOPE STABILIZATION MEASURES ARE COMPLETE. OR SIDEWALK OR LOCATED NEXT TO A STORM WATER INLET STRUCTURE. TOILETS, MATERIAL RESPONSIBLE PERSON: TBD C.ESC.3 SWPPP - BMP DETAILS Lu AND WASTE CONTAINERS SHALL BE LOCATED IN A DESIGNATED AREA; IN A MANNER THAT WILL CONTACT INFORMATION: TBD Q Q 5. GENERAL CONTRACTOR SHALL IMPLEMENT AND MAINTAIN THE STORM WATER POLLUTION NOT POSE A POTENTIAL RISK OF POSSIBLE DISCHARGE TO THE STORM DRAIN SYSTEM. _ PREVENTION PLAN, WHICH INCLUDES THIS EROSION AND SEDIMENT CONTROL PLAN SHEET, ONSITE DAILY TO BE DETERMINED UPON AWARD OF CONTRACT a o THROUGHOUT THE DURATION OF CONSTRUCTION. 30. ALL TEMPORARY AND PERMANENT STABILIZATION SHALL OCCUR IN ACCORDANCE WITH 2O17 Z CGP § 3.2 AND 2.2.1.3.C. TEMPORARY OR PERMANENT STABILIZATION OF THE CONSTRUCTION SWPPP COMPANY: TBD LU Q Q 6. ERICKSON CIVIL, INC. SHALL NOT BE HELD LIABLE OR RESPONSIBLE FOR MISUSE OF THIS PLAN. SITE SHALL BE COMPLETED TO THE SURFACE OF ALL DISTURBED AREAS NOT ACTIVELY UNDER COORDINATOR NAME: TBD p CONSTRUCTION. PERMANENT SITE STABILIZATION MUST OCCUR WITHIN 7 DAYS OF REMOVAL OF CONTACT INFORMATION: TBD CONSTRUCTION BMP MAINTENANCE, LL 7. CONTRACTOR SHALL POST ALL REQUIRED NOTICES AND SIGNAGE. TEMPORARY MEASURES UNLESS OTHER ARRANGEMENTS HAVE BEEN MADE BY CONTRACTOR 0 LULU WITH THE EPA AS APPROPRIATE. SWPPP J.E.C., LLC INSPECTION REPAIR p 8. CLEARING, GRUBBING, AND FOUNDATION EXCAVATION SHALL BE LIMITED TO THE BOUNDARIES PREPARER C/O JASON JONES U U OF ACTIVE CONSTRUCTION AS SHOWN ON THE EROSION &SEDIMENT CONTROL PLAN. 31. SWALES OR OTHER AREAS THAT TRANSPORT CONCENTRATED FLOW SHALL BE STABILIZED WITH Cn SURROUNDING AREAS OF EXISTING VEGETATION WILL BE PROTECTED IN CONFORMANCE WITH AN APPROVED BMP. 1317 E. COMMERCIAL DR. STE. 110 IT IS THE RESPONSIBLE PERSON'S RESPONSIBILITY TO INSPECT ALL EROSION AND SEDIMENT CONTROL J 0 THE PRESERVATION OF EXISTING VEGETATION BEST MANAGEMENT PRACTICE (BMP). MERIDIAN, ID 83642 FACILITIES. AT A MINIMUM, INSPECTION SHALL OCCUR EVERY(7)SEVEN DAYS,AND AFTER STORM F 32. THE GENERAL CONTRACTOR'S RESPONSIBLE PERSON SHALL ADAPT/MODIFY THE EROSION AND T.208.0340.2838 EVENTS GREATER THAN 0.25"OR GREATER,AND AT 24-HR INTERVALS DURING EXTENDED STORMS (0.25 F INCHES OR GREATER IN RAINFALL). RESULTS OF INSPECTION AND ASSESSMENT SHALL BE RECORDED c> 9. FINAL STABILIZATION IS REQUIRED THROUGH THE USE OF PERMANENT LANDSCAPE PLANTINGS, SEDIMENT CONTROL PLAN /STORM WATER POLLUTION PREVENTION PLAN AS REQUIRED, ON THE CONSTRUCTION SITE INSPECTION CHECKLIST OF THE ESOP. THE COMPLETED CHECKLIST SHALL z LAWN, AND HARDSCAPES. INCLUDING ADDITIONAL BMP IMPLEMENTATION, IN ORDER TO COMPLY WITH THE EPA'S PARCEL INFO. PARCEL # S1405212410 BE AVAILABLE AT THE JOBSITE. ALL MEASURES WILL BE INSPECTED AND MAINTAINED IN GOOD WORKING o a STANDARDS AND REQUIREMENTS. T.2N RA E SEC 05 ORDER. IF CONTROL MEASURES NEED TO BE REPAIRED,THE REPAIRS MUST OCCUR BEFORE THE NEXT 10. WHERE SOIL IS EXPOSED DURING GRADING, ROUGHEN THE SURFACE OF THE EXPOSED SOIL BY 2121 E. LAKE HAZEL RD. STORM EVENT WHENEVER PRACTICAL. THE OPERATOR(CONTRACTOR)SHALL NOTIFY THE CITY OF DRIVING TREAD EQUIPMENT PERPENDICULAR TO THE SLOPE. AFTER WHICH, THE SOIL SHOULD 33. GENERAL CONTRACTOR SHALL SHALL INSTALL SILT FENCE AROUND STOCKPILED MATERIALS MERIDIAN AND PROVIDE THE RESPONSIBLE PERSON AND THE CITY A REVISED EROSION AND SEDIMENT BE LIGHTLY COATED WITH WATER TO SEAL THE ROUGHENED SURFACE. AND BE ORIENTED IN A MANNER TO MINIMIZE EROSION. MERIDIAN, ID 83642 CONTROL PLAN PRIOR TO THE NEXT STORM EVENT WHENEVER PRACTICAL. RETAIN THIS EROSION AND ZONE: R-4 SEDIMENT CONTROL PLAN AND DRAWING ON-SITE AT ALL TIMES AND AVAILABLE TO EPA, STATE, OR 11. GENERAL CONTRACTOR SHALL PLACE SILT FENCE AND INLET PROTECTION AS SHOWN FOR THE 34. STOCKPILED MATERIALS THAT SIT FOR MORE THAN 14 DAYS SHALL BE TEMPORARILY TOTAL PARCEL SIZE: 76.88 AC LOCAL OFFICIALS. ENTIRE DURATION OF THE CONSTRUCTION ACTIVITY. CONTRACTOR SHALL MONITOR THE STABILIZED BY GENERAL CONTRACTOR. ALL CONTROLS MUST BE INSTALLED AND MAINTAINED IN ACCORDANCE WITH MANUFACTURER PERFORMANCE OF THE BMP'S AND SHALL MODIFY THE PLAN AS REQUIRED TO ENSURE CIVIL ENGINEER ERICKSON CIVIL, INC. SPECIFICATION AND GOOD ENGINEERING PRACTICES. COMPLIANCE WITH EPA STANDARDS. 35. SEE STORMWATER POLLUTION PLAN PREVENTION MANUAL FOR ADDITIONAL INFORMATION AND PROJECT MANAGER - ROSS ERICKSON P.E. 12. MUD TRACKING ONTO THE STREET SHALL BE CLEANED BY HAND DAILY. IF SEVERE TRACKING REQUIREMENTS. 6213 N. CLOVERDALE ROAD SUITE 125 THE INSPECTION, MAINTENANCE AND REPAIR PROGRAM IS AS FOLLOWS: IDAHO 83712 DOES OCCUR, STREET SWEEPING AND VACUUMING SHALL BE PROVIDED BY GENERAL 36. STORMWATER MANAGEMENT FOR THE PROPOSED SITE SHALL RETAIN, PRETREAT AND DISPOSE BOISE, INSPECTION FREQUENCY CONTRACTOR. OF STORMWATER RUNOFF ENTIRELY ON-SITE. T.208.846.8955 BMP RAINY NON-RAINY MAINTENANCE&REPAIR MEASURES C.208.867.3954 EXISTING VEGETATION DAILY WEEKLY PREVENT TRACKING&UNNECESSARY GRADING • • ' • • • ' 13. WIND EROSION CONTROLS SHALL BE APPLIED AS NECESSARY TO PREVENT NUISANCE DUST. 37. EXCESS MATERIAL SHALL BE REMOVED FROM THE SITE AND DISPOSED OF IN ACCORDANCE WITH ROSS@ERICKSONCIVIL.COM MUD TRACKING DAILY WEEKLY SWEEPING&VACUUMING AS REQUIRED •• •• � THE SOIL STABILIZATION BMP'S SELECTED FOR THE PROJECT SHALL ALSO PROVIDE WIND ALL APPLICABLE REGULATIONS. ROUGHENED SURFACE DAILY WEEKLY RE-ROUGHEN&DAMPEN AS NEEDED : • EROSION CONTROL BENEFITS. EXCESS EXCAVATED MATERIALS WILL BE HAULED OFF-SITE, AND STRAW WATTLES DAILY WEEKLY ADJUST WATTLE LOCATIONS AS REQUIRED .• .• •• ' PROPERLY DISPOSED OF BY THE GENERAL CONTRACTOR. 38. ALL EROSION CONTROL AND STORMWATER FACILITIES SHALL BE REGULARLY INSPECTED AND PROFESSIONAL LAND SOLUTIONS, INC. CONSTRUCTION ENTRANCE DAILY WEEKLY RE-INSTALL NEW ROCK AS REQUIRED LAND SURVEYOR PROJECT MANAGER - CLINT HANSEN P.L.S. INLET PROTECTION DAILY WEEKLY RE-ROUGHEN&DAMPEN AS NEEDED MAINTAINED BY THE CONTRACTOR DURING CONSTRUCTION. 231 E. 5TH AVE. SILT FENCE DAILY WEEKLY ENSURE PROPER INSTALLATION-ADJUST AS NEEDED • � 14. WASHOUT FROM CONCRETE EQUIPMENT SHALL BE LOCATED AS SHOWN ON THE ESCP DRAWING. ,• AFTER CONSTRUCTION ACTIVITIES ARE COMPLETED, THE CONCRETE WASTE SHALL BE REMOVED 39. CONTRACTOR SHALL PROTECT EXISTING INLET(S) FROM SEDIMENTATION AND DEBRIS DURING MERIDIAN, IDAHO 83642 FROM THE WASHOUT AREA AND DISPOSED OF PROPERLY OFFSITE BY GENERAL CONTRACTOR. CONSTRUCTION. INSTALL DANDY BAG (OR AN APPROVED EQUIVALENT) CATCH BASIN INSERTS. T.208.288.2040 ' • CLEAN AND MAINTAIN PER EROSION AND SEDIMENT CONTROL PLAN NARRATIVE AND CHANSEN@LANDSOLUTIONS.BIZ 15. ALL WASTE MATERIALS SHALL BE COLLECTED AND TRANSPORTED OFF-SITE FOR PROPER MANUFACTURER'S STANDARDS, RE: C7.0-3. DISPOSAL. ALL TRASH SHALL BE COLLECTED - THE END OF EACH BUSINESS DAY. NO WASTE IRRIGATION NEW YORK IRRIGATION DISTRICT ALLOWABLE NON-STORMWATER CONSTRUCTION MATERIALS SHALL BE LEFT ON-SITE FOR DURATION OF MORE THAN TWENTY 40. CONTRACTOR SHALL BE RESPONSIBLE FOR PROPER INSTALLATION AND MAINTENANCE OF ALL DISTRICT � FOUR HOURS, EXCEPT FOR WOOD AND FRAMING WASTE. WASTE SHALL BE STOCKPILED SO EROSION AND SEDIMENT CONTROL MEASURES, IN ACCORDANCE WITH LOCAL, STATE, AND o OU THAT WASTE IS NOT SCATTERED. WASTE SHALL BE COLLECTED AT THE END OF THE FRAMING FEDERAL REGULATIONS. DISCHARGES ACTIVITY. ALL PERSONNEL SHALL BE INSTRUCTED REGARDING THE CORRECT PROCEDURE FOR CITY OF MERIDIAN BUILDING DEPARTMENT a0 a WASTE DISPOSAL. 41. THE BOUNDARIES OF THE CLEARING LIMITS SHOWN ON THIS PLAN SHALL BE CLEARLY MARKED 33 E, BROADWAY AVE. IN THE FIELD PRIOR TO CONSTRUCTION. DURING THE CONSTRUCTION PERIOD, NO DISTURBANCE MERIDIAN, ID 83642 16. ALL HAZARDOUS WASTE MATERIAL SHALL BE PROPERLY IDENTIFIED AND DISPOSED OF IN BEYOND THE CLEARING LIMITS SHALL BE PERMITTED. THE MARKINGS SHALL BE MAINTAINED BY T.208.887.2211 1. FIRE HYDRANT FLUSHINGS-LIKELY TO OCCUR AT FIRE HYDRANT LOCATIONS. 5 ACCORDANCE WITH LOCAL, STATE AND FEDERAL REGULATIONS ON A WEEKLY BASIS. THE CONTRACTOR FOR THE DURATION OF CONSTRUCTION. 2. LANDSCAPE IRRIGATION-LIKELY TO OCCUR AT LANDSCAPED AREAS. �m 17. THESE PRACTICES ARE TO BE USED TO REDUCE THE RISK ASSOCIATED WITH HAZARDOUS 42. THE EROSION AND SEDIMENT CONTROL FACILITIES SHOWN ON THIS PLAN MUST BE 3. WATERS USED TO WASH VEHICLES AND EQUIPMENT-LIKELY TO OCCUR ADJACENT TOzz CONSTRUCTION ENTRANCE IN A CONTAINED AREA. j4 MATERIALS: CONSTRUCTED IN CONJUNCTION WITH ALL CLEARING AND GRADING ACTIVITIES, AND IN SUCH A 4. WATERS USED TO CONTROL DUST-LIKELY TO OCCUR ON THE ENTIRE SITE PRIOR TO PAVING AND 03 MANNER AS TO INSURE THAT SEDIMENT AND SEDIMENT-LADEN WATER DOES NOT ENTER THE as PLACEMENT OF RECYCLED ASPHALT ROTOMILLINGS. z w� A. PRODUCTS WILL BE KEPT IN ORIGINAL CONTAINERS UNLESS THEY ARE NOT RE-SEALABLE. DRAINAGE SYSTEM, ROADWAYS, ADJACENT OPEN WATER SURFACES OR VIOLATE APPLICABLE o 5. POTABLE WATER INCLUDING UNCONTAMINATED WATER LINE FLUSHINGS-LIKELY TO OCCUR AT L B. ORIGINAL LABELS AND MATERIAL SAFETY DATA SHEETS WILL BE RETAINED ONSITE. WATER STANDARDS. WATER MAIN BLOW OFF LOCATIONS. W C. NO SURPLUS OF PRODUCTS WILL BE DISPOSED OF ONSITE. w> 43. THE EROSION AND SEDIMENT CONTROL FACILITIES SHOWN ON THIS PLAN ARE MINIMUM 6. PAVEMENT WASH WATERS-LIKELY TO OCCUR IN PAVED AREAS. PAVEMENT WASH WATERS SHALL �U 18. IN ALL CASES TRAINED PERSONNEL UNDER DIRECTION OF THE GENERAL CONTRACTOR WILL REQUIREMENTS FOR ANTICIPATED SITE CONDITIONS. DURING CONSTRUCTION PERIOD, THESE BE PRETREATED FOR SEDIMENT PRIOR TO DISCHARGE TO RECEIVING FACILITY. PERFORM THE CLEANUP. IF A SPILL CANNOT BE CONTAINED BY OPERATING PERSONAL, CALL EROSION AND SEDIMENT CONTROL FACILITIES SHALL BE UPGRADED AS NEEDED FOR 7. UNCONTAMINATED AIR CONDITIONING OR COMPRESSOR CONDENSATE-LIKELY TO OCCUR10 aw THE HAZARDOUS MATERIAL TEAM AT 911. UNEXPECTED STORM EVENTS AND TO ENSURE THAT SEDIMENT AND SEDIMENT LADEN WATER ADJACENT TO THE AIR CONDITIONER UNITS. DOES NOT LEAVE THE SITE. 19. NO SANITARY WASTE SHALL BE DEPOSITED AT WORK SITE. THE GENERAL CONTRACTOR SHALL �w RENT AND MAINTAIN A PORT-O-POTTY FOR THE CONSTRUCTION SITE. 44. ALL CATCH BASINS AND CONVEYANCE LINES SHALL BE CLEANED PRIOR TO PAVING. THE °k CLEANING OPERATIONS SHALL NOT FLUSH SEDIMENT-LADEN WATER INTO THE DOWNSTREAM w3 20. AS APPLICABLE, THE GENERAL CONTRACTOR SHALL POST A SIGN OR OTHER NOTICE NEAR THE SYSTEM. 0 MAIN ENTRANCE OF THE CONSTRUCTION SITE. THE SIGN MUST CONTAIN A COPY OF THE NOI, THE SUCCESSFUL BIDDER SHALL UPDATE THE SWPPP/ESCP �3 NAME AND PHONE NUMBER OF THE CONTACT PERSON FOR SCHEDULING AN EROSION AND 45. STORM DRAIN INLETS, BASINS, AND AREA DRAINS SHALL BE PROTECTED UNTIL PAVEMENT a� SEDIMENT CONTROL PLAN VIEWING TIME, AND THE LOCATION OF THE EROSION AND SEDIMENT SURFACES ARE COMPLETED AND/OR VEGETATION IS RE-ESTABLISHED. PLANS, AND NARRATIVE DOCUMENTS, WITH ALL NECESSARY LU z 03 CONTROL PLAN. INFORMATION REQUIRED FOR A COMPLETE ESCP/SWPPP, AS O 46. PAVEMENT SURFACES AND VEGETATION ARE TO BE PLACED AS RAPIDLY AS POSSIBLE. APPLICABLE PER IDAHO DIVISION OF ENVIRONMENTAL 21. AN INDIVIDUAL WHO HAS ATTENDED AN EPA APPROVED EROSION AND SEDIMENT CONTROL Z TRAINING PROGRAM MUST BE IN CHARGE OF THE EROSION AND SEDIMENT CONTROL PLAN. THIS 47. STOCKPILED TOPSOIL NOTES: QUALITY (IDEA), AND EPA'S REQUIREMENTS FOR FULL ad d PERSON SHALL BE IN CHARGE OF ESC AT ALL TIMES DURING EACH PHASE OF THE COMPLIANCE WITH THE CURRENT CONSTRUCTION GENERAL of z CONSTRUCTION AND UNTIL PERMIT IS CLOSED. 48. A. STOCKPILES SHALL BE STABILIZED (WITH PLASTIC COVERING OR OTHER APPROVED LU Li - DEVICE) DAILY BETWEEN NOVEMBER 1 AND MARCH 31, RE: C1.4-2. PERMIT (CGP) - NO SEPARATE PAYMENT SHALL BE MADE. W Q 4 � Y 22. PERIMETER CONTROLS WILL BE INSTALLED ALONG LOW PROPERTY LINES TO PREVENT ������� �� �� �� ����� �� �� �� �� �� �� �� �� �� ������� ����� �� ��� W m z `° � [If SEDIMENT FROM BEING TRANSPORTED OFF-SITE AT ANY LOCATION WHERE SEDIMENT-LADEN 49. B. IN ANY SEASON, SEDIMENT LEACHING FROM STOCKPILES MUST BE PREVENTED. �� �� Ej a N o z RUN-OFF MAY EXIT THE PROPERTY. ANY SEDIMENT TRANSPORTED OFF SITE TO ROADS OR �rt� � � � ROAD RIGHTS-OF-WAY INCLUDING DITCHES SHALL BE REMOVED. ANY DAMAGE TO DITCHES / �< �/ �// o w a LaL SHALL BE REPAIRED AND STABILIZED TO ORIGINAL CONDITION. 50. SEE CONSTRUCTION PLANS FOR FINAL LOCATIONS OF ASPHALT PLACEMENT, LANDSCAPING AND ���� LU a a o OTHER SITE IMPROVEMENTS. � ��� JOB NUMBER: 23. GRADING SHALL NOT IMPAIR SURFACE DRAINAGE, CREATE AN EROSION HAZARD OR CREATE A �� 0 IDB19075 SOURCE OF SEDIMENT TO ANY ADJACENT WATERCOURSE OR PROPERTY OWNER. �� ����� DATE: 09/29/21 24. CONSTRUCTION RAMPS SHALL NOT BE PLACED IN A MANNER AS TO INTERFERE WITH OR BLOCK ��� SHEET NUMBER: THE PASSAGE OF STORM WATER RUNOFF. �A�� � � � � x�������������������������������������������������� W C.ESC.0 Wy Page 265 Item#11. 00 ILL P: O V Keyed Notes9 Z �_ O/ II-A NN W LL Z t �' _ Q o 0 1. INSTALL FIBER ROLLS. a � �0=�� 0 ��3` z / * �� _♦ i "_-' ® INSTALL SWPPP SIGNAGE AT THE E. LAKE 2. STAGING AREA - CONTRACTOR SHALL RELOCATE AND ENLARGE AS w a - - _= z H g HAZEL RD. PARK ENTRANCE IN N - n a o a g ga o e �d o 11 ACCORDANCE WITH CGP REQUIREMENTS REQUIRED FOR CONSTRUCTION OPERATIONS. PROVIDE BMP'S AS REQUIRED o I IIIII I j \ ♦♦ \ / �/ TO ELIMINATE SEDIMENT LADEN RUNOFF FROM LEAVING THE SITE OR _W �- N - yU �o='z U5 ENTERING THE SITE STORM WATER DRAINAGE SYSTEM. III I EXISTING DISCOVERY PARK PHASE 1 — — — — _ _ / I " o� E" `� o 3. ECO PAN (OR EQUAL) WASHOUT AREA FOR CONCRETE, APPLICATORS, w w o ¢ c. o - II�i I II GIs \\ \ �♦ \ \ CONTAINERS USED FOR PAINT AND OTHER CONSTRUCTION MATERIALS. i- -- N Z I s•. III \ \\ ` + 4. STABILIZED CONSTRUCTION ENTRANCE - RELOCATE AS REQUIRED FOR I 45 \ ■ d s E� c 6 N ■I I III I I95 \\ \ \ \ CONSTRICTION OPERATIONS/PHASING. -- -- L o T -- _=5 PORTABLE TOILET. � � ■IIII I'I \ - �\ 6. SWPPP/ESCP SIGNAGE. I N a / a a3 No o W I \ \ --- \ I to ° \ 9S 9 co �. \ \ w a I I11111 `♦ \ 7. JOB TRAILER - RELOCATE AS REQUIRED. F _I aL }III IIII I \\ 95 \ ♦ �\ \\ II 1s% ' Yw Q Q- a I■I I�I�� II s�/\\\ S \ ♦♦ \\ \\ I Z.p%I 2.0° I I IIIII�I \ GIs \ ♦ \ \ :II II� IIII IIIIII IIII II \ � 9s �\\ .`♦ ° N \\\ \\\ ■-I II I : ��III III�I � c mE P Notes � aa aN �\ w o m IIIIII I I 9s \ ♦ \\ '1. REMOVE AND REINSTALL BMPS (SILT FENCE, FIBER ROLLS, ETC.) AS : I IIIII ■I I I I I I /: / �\ \ ; ■I I 'III \\ �, �\ \ `♦ \ 1 REQUIRED FOR CONSTRUCTION PHASING AND DEMOLITION. THE PROJECT III IIIII I _ \ ♦` SHALL BE IN FULL COMPLIANCE WITH THE CURRENT EPA CONSTRUCTION I I I I I I I� I I I ` .•\ \ s F \ \\ ♦ / \ I GENERAL PERMIT (CGP) AT ALL TIMES. I IIIII 95 \ II IIIII ;•:i �\� c,\\ \ 2. SEE LANDSCAPE PLANS FOR REVEGETATION REQUIREMENTS. \ j ■I IIIII I ��, \ ` � \ � CONTACT DICLINE IF II � I I II I I �° \ \ °•,, r\ \ / \T° 1 I -'.. � ° I 48-HOURS .��° Legend -800-342-15$5 \\�\ j BEFORE DIGGING . I I; �/\ yid \ ♦ , \ g I : . ■ I \ °GIs w a 1 \ \ \ } • ii / � 1 STORM DRAIN INLET PROTECTION \ \ ■ IIII I i .' \ � � - S.'\ (CATCH BASIN INSERTS) \ \\ Z ■ v v ♦ F I ■ I� 11 cN A. ° / ■I "�1 a \ t? � GIs W FIBER ROLLS z cn N -9 II � N s \ ♦ I ■ Q = I I � Q EXISTING DISCOVERY PARK PHASE 1 I ■ w a . I - ♦I - — — a SILT FENCE _III \ \ �\ ♦ I Y III j IIIII \ I■I■I■IIII II I I IIIIIiI IIIIlII IIII�I IIIiiII y ` I �f f /r/ /�°A/s II �\`�'\�o \ \ Sc\io\°900000\000boo0 , ob9 °�o\o o \ ♦ ♦ I ��/ 60■0■- zLU a oo -1.4% I IW - \ LIMIT OF CONSTRUCTION LL O W uj '260o FINISHED GRADE CONTOUR II loll C) �N EXISTING GRADE CONTOUR °oso F4'° 4 's p\ Ns °00000 a ..................................................... 00000 00000 ■■ I I II I I I s ° \ ■■ DOWNWARD SLOPE OF FINISHED GRADE .............. 4 /.......................................... -0.3� -■ I � :' I I m 2.0 Pi Pi o..........2743.................................................... .......................... ....... DOWNWARD SLOPE OF EXISTING GRADE ..................../ .............. ....... 274 3 PROJECT AREA _ . w� °a 111 I III I \ ° °�° I I I •j;'' �: \ . , II L. Iloll ♦ -1si .2.0°� — — 1I I ■ ' I• ° I I , PICKLE BALL PICKLE BALL I / I COURTS COURTS —`o°` /\ ♦ L U) III 531 9s "nll•s5 55 '®. THE SUCCESSFUL BIDDER SHALL UPDATE THE SWPPP/ESCP =®I ; :' II ■ III / _ ° -1.0% �� 9s ♦ ® PLANS, AND NARRATIVE DOCUMENTS, WITH ALL NECESSARY I? ~ Styr- INFORMATION REQUIRED FOR A COMPLETE ESCP/SWPPP, AS A' ■ 1 8••s APPLICABLE PER IDAHO DIVISION OF ENVIRONMENTAL s� o III I \ \ ♦ QUALITY (IDEQ), AND EPAS REQUIREMENTS FOR FULL COMPLIANCE WITH THE CURRENT CONSTRUCTION GENERAL x I II w w , ■ II IIIo i \ °GIs \�\\�. I . . .'I `.. � ;` ;�:` •'._ '.. :• / � :�� � / . `.'/ �g PERMIT (CGP) - NO SEPARATE PAYMENT SHALL BE MADE. I II w �. w w • . . . - ■ I i NIS/PICKLE I-■ IIII IIII m I TENNFPJ��� � \ > / ///////��/ .X.. //--.. \\\ \GI ss c\/ .\\_° —s q ° \\ \\ > ♦ ■ \ I / I\ /■ / / /p II III N I a- Lu • • ..• :.• .BALL COURTS S ■ 00i .1.0%I I II o .. - F1II I � ICI i I/:• NNNNNN N !_V" .�°�° / \ \ \ ♦ \ / \ / I � I' • _ p N w i ' i i i 6 •i •i E i i ` �. i o ■ I ti i I I : ................I, 7 � / '. L \ / I a r s z ■ III i. / v ,, \ c \� \ (`"� / / I � i :'. Q do // f w;: o 0 III IIIII I :: '.: ° I o EXISTING DISCOVERY PARK PHASE 1 \ \ 1 I I :IIII ,• : ., 1.0% . /,� � : s � \\-�"/ �/ I I I : II °� ,; >a go ■ I� �� :IIIII I IIIII I I / o ........... .. I •. ■ III _ � I ._ .. .• 1.0%�� ,4 o Y"'2743" / QP �\ �: ' N w a N 0. 0. \ \ IIII- :IIIII / �qo � 17� / / ° / 4 �♦ ♦ // o I IN ■ Mill �c \ / ♦ / <° / �9 o 3 ■ III I 2144........... / / ♦♦ / ( a z 2 II z II _ �_ / o ♦ X x N10II III w I R of I BASKETBALL c\° Z 2 - - COURT ■■'� awow ■ III II j �� 3 - a \ I ,__ �� I � GIs ti I I I I--i■I■ I II IIII II�IIII � 1IIIIIIIIIIII}II` I I:r II _ a y\ \ ...... � i• ' w z-U- oU- 10 GARDEN � .3.6/ Z .. . ZZ o.................. � ow 00 2 tN '•......... -------- z ---- �74§ e �ao3 2744 / n \ 95 i FUTURE SKATE I / \ _ — 0 0 0. o • ■ it - \ _ Oil N_ N r .l•.... N — I � PARK .. .... mm 7.3/oi o �o \' — III�IN Ro — -- - - - - - — — —4.��.... 4W 'Fa'71 — .v� a — — �� �1 °I0 �s �e w � 00 a.7/ I ` a ■ II Ik l f l /© 1.... I / �s °�s •. ry1� I . : a Lu W o co lr� SEE SHEET C.ESC.2 a 0- 0- wdL� Z JOB NUMBER: N J IDBI9075 SWPPP - PLAN AREA A DATE 09/29/21 4 SHEET NUMBER: 0 50 100 a FEET F a C.ESC.1 w W Page 266 Item#11. SEE SHEET C.ESC.2 w z 3s.- N -- - --- — - - — �-- --- - -t— ---- - - - - ---- -- — --�. — — --- -� - - - - - - - - —� — - - - - --- - - - - - - ,— — �—rw— ---`1 - - — m —= No — �— —I--;�� -- - - - - - - - - - - 00 Egg - rII / --- r -- -� -- - - � - - I z I \��! -- - -- _ - ■ /....... r N -3.0% I I / / ----- 0\0 27 / I ate . N / �qs • / a LLI 4 Ni N N 1 / �e / 6y / • I \ III 4 1r — I T. \ .•s.� i _ 2.o°i° / \\ �9S -- // s.: II: y 4 o Q o I 1.o°r° 1 I QP ✓ -- - - 4,3 I ll - II aZ I 1 �\ _ II : 1 3/o - z \ I: KI _2 - _e� o wP \ /� �� o z Ro I - ■ e — r N� o ■ I I rA / 2 \ 'L Q 1 f ° 74 °S a c c 2 s» i v°3 v 3o c E ■ / i V45.... ° c \ t � o .. e■ I I I I I / `' / I I : ® / �, _- � -z.2/o � / ... / � \ f '�oo,., :'. � 2 z qsl EXISTING MAINTENANCE SHOP \' a Boa<� ; is ol -2 /o — — / 46................ 27 / I I - --{ / s / j �' / Ir 9s as W 9 l `\ / I. ; a to 1lS... I / \ 4 a Z o - / \...2747 .... .: .. _ _ o QP \ .............. \....... /° r/ ,/ tiR 1 I 3110 1.9% :I''.. /3?� :' / / - 2749 RESTROOM I CONCESSIONS BUILDING p �—— \ \ ,_— V Imo` / / \ Lu ...274 - i / - I 0 0 1 1 1 CONTACT DKLI E ■ I I / / ? SOFTBALL FIELD#3 o h '-'I�'' / ■ III I N / / �° 's.s% / t N /iv1 ^�' ^ •.... .\ /� \ \ 8"V / \J�........ ,:\//i \\ \� ' '!V"HVNfI� � _ _^`_- ��` - -- !_n � BEFORE DICC�iVCa I III II N I -3.8% / I / o\o / ,1°6% \ V"PPJ / v� 9s SW V I 8w'. IIII I \\ \ // I / / 6'0': •. ;e f •` /i/ N N ` /: I I — — — — —� W �\ Al ■ I —j — — ___ —— —I—— — _ _ / 0 10 O \ / ^ ^ / 8°l0 — -8.8% ° 1 1 r- - _ -- --- I S -=i T \ \ - --�--__ _- 21 I11 I r \\\,. \ `'� R rV zRe � .\ \. I I 11 ._ _� �... - 11 I \ \\ W Q Z Q ■ III I \ \\ \ \\ N LL / � Aloo \\ '\ r \ \ I h ~ �c�� 0 w 14 N \ s.o^i° 0 ° \ / I b{ •3.2/0 1 `Z \ �j N b \ / \\ -'2�� l \\ \ \\ I ' W �/ W W W J 0 I w : \ \ SOFTBALL FIELD#1I Z . S O a ■ I I I4 N a \ \ \ \ \: \ \ ??? I T \ \ - ■ III II11 ■ II SOFTBALL FUTURE BIKE PARK \ 274------__-_ \ \ \ I I ■ III III // \ ,a'tr \\\ ` \ `\ � � / yam• ,\.I e-- \\ I ■ ml ■ III III \ ,�\° \ \ \ I\ °- \ ??? \ 1 I I \ SOFTBALL FIELD#2 \ . o 39°I° a Y \ \� \ off° \\ \ \\ / \ _--_ \ ��\ I i • Lon • • \ ........................................... \\ \\ � \ II • ` °° °° °° ■ III \ •..... .�'.. _ \ ■ I III { \ \ �` - - /` \ cn • ■ IIIII ICI I N `\ ` \ a II I I --- I \ \' rye. .............................\. .. ................................. . . •� IIIII \ �f 21A5 ....... % \\ --_- Q - ............. Lu ■ i1 I l \ \ \... // \ o IIIiII I I / \ . \'.� \ \ � 2 jl 44 om ■ IIIII 6 ��.... _ I 44 ....... ° \ y� \ oo ............... -� �.. - \ \ -�.............. 2l r \ \ 0 3 I \......... I I1111111 II \ \ o\' .......................................................... co. \\ \\ �W ■ 11 €III \ \...................\. � ...... . 2743`.. ry° \ / ■ �m■ . --- / \\ --- --- --- ..`\ \\27g4, \\\ ��� ti \\ PROJECT AREA = 43.82 AC +l- \_ ?�? I o3 i III .............. ■ I I 2 \ �........ \ \ 2 ................. "{ _ - i \ \\ \ _ \ \ 2 O \ \ — \ � wz ■ I \ — — — — — — — — — — — — — — — ' ■ I m U W o Nwwm \ \P�jto do h` 111 DISCOVERY PARK FUTURE PHASE \\\ \\\ DISCOVERY PARK FUTURE PHASE m N \ zw SWPPP - PLAN AREA B �� w3 o Legend 0 50 100 3 Y FEET Notes Keyed Notes ° 03 STORM DRAIN INLET PROTECTION (CATCH BASIN INSERTS) 1. INSTALL FIBER ROLLS. THE SUCCESSFUL BIDDER SHALL UPDATE THE SWPPP/ESCP 1. REMOVE AND REINSTALL BMP'S (SILT FENCE, FIBER ROLLS, ETC.) AS REQUIRED FOR 2. SOIL STOCKPILE AREA - CONTRACTOR SHALL d fWWmFIBER ROLLS PLANS, AND NARRATIVE DOCUMENTS, WITH ALL NECESSARY CONSTRUCTION PHASING AND DEMOLITION. THE RELOCATE AND ENLARGE AS REQUIRED FOR W INFORMATION REQUIRED FOR A COMPLETE ESCP/SWPPP, AS PROJECT SHALL BE IN FULL COMPLIANCE WITH CONSTRUCTION OPERATIONS. PROVIDE BMP'S m Q u p Y APPLICABLE PER IDAHO DIVISION OF ENVIRONMENTAL THE CURRENT EPA CONSTRUCTION GENERAL AS REQUIRED TO ELIMINATE SEDIMENT LADEN Q 2 o o �� } SILT FENCE cn o 0 QUALITY (IDEA), AND EPA'S REQUIREMENTS FOR FULL PERMIT (CGP) AT ALL TIMES. RUNOFF FROM LEAVING THE SITE OR ENTERING W 19 Q =a z ■. LIMIT OF CONSTRUCTION COMPLIANCE WITH THE CURRENT CONSTRUCTION GENERAL 2. SEE LANDSCAPE PLANS FOR REVEGETATION THE SITE STORM WATER DRAINAGE SYSTEM. a & 0- W a 0 a a o PERMIT (CGP) - NO SEPARATE PAYMENT SHALL BE MADE. REQUIREMENTS. Z JOB NUMBER: ^26� / FINISHED GRADE CONTOUR J IDBI9075 2s DATE: 09/29/21 EXISTING GRADE CONTOUR aI / 00, SHEET NUMBER: wa -1.5% DOWNWARD SLOPE OF FINISHED GRADE a C.ESC.2 w � -0.3% DOWNWARD SLOPE OF EXISTING GRADE W y x U) Page 267 Item#11. - W Z OO - - �� �E_ � Z LL � 9 2 S - 2 FILTER FABRIC - - - ? o 6 FEET MAX. (AND WIRE MESH FILTER FABRIC EXISTING OPEN W� - - _ `N Y 3 y _ _ STRAW BALES O � ° VERTICAL SPACING MEASURED IF NECESSARY) -- -- --- -- -- (OR EQUAL) BACK HOOD 2"MINIMUM DETAIL A EXISTING DROP DETAIL A IY N o ALONG THE FACE OF THE SLOPE ------ --------- --------- INLET GRATE d Z VARIES BETWEEN 8 FT.-20 FT. DAM CURB o w I „ _o.Ev 6�0 o - a a D o a' o 4 1 a D - - 44 10'MIN. 1 - STRAW BALES � _ - i ^ a - - TYP OF o - o -III- IIIIII-III_ IIIII III_ 1 MIN. a 4 SIDES 60 MIL POLYETHYLENE a Z MINIM M _ o - U A A � 2 ,6 D - - 12"FABRIC o POSTS BAG WIDTH a 4 c.3,� O d 4 X ICI III'I C= ;j " - TRENCH 2"x4" 'I'I I',',', � - Q 18"MIN. I I - BACK OF - � a 2"MINIM M �� CONTACT U t/ , ,I/ FRONT VEW POST z A A AT BACK AT FRONT ILL '�,�I I�I�,', JONT DUAL (FLOOD AND SIDES CONTACT, t� v Z ALL SIDES - - - 2"X 4" 18" I RELEASE) - _ - - FLOW --------- ------- --------- _ - - � WOOD POST OR WIRE MESH(IF NECESSARY) ------------------------------------------------------- X ----- -- -- - d z STEEL POST Q C s�a � o 2"x2" MAXIMUM N - FILTER FABRIC O o o E.3 a . w FILTER FABRIC STAKES OR#4 J BARS ILL 2 PER BALE TYP. BAG DEPTH LL v - - w Q O d �a3 yo o v BALE CONRGlLMTION SECTION A-A CL z COMPACTED t' O e o T o a �' OUTLET PIPE OUTLET PIPE v U w > 3 FEET SOIL 4"(100 MM) 24"TO 35" MIN. ABOVE GROUND 36"MIN. d i - o Z TYPICAL FIBER ROLL MIALLATION FLOW c N a_ a E� Z _III_-III1ii= 2 x4 CONCRETE a mwa_of ° ma WASHOUT124"MIN. MIMS EXISTING DROP � 121NCHES POST AREA 1. THE MAXIMUM DRAINAGE AREA PER FILTER INLET GRATE 18"MIN. SHALL BE NO MORE THAN 2 ACRES. 0.5"MAXIMUM 4"MAX. Llv END STAKE DETAIL � 2"MIN. SIGN 2. THE FILTER BAG SHALL BE MANUFACTURED FIBER ROLL 8"MIN. NOTM FROM UV RESISTANT POLYPROPYLENE,NYLON, ' 4-13"MIN. POLYESTER,OR ETHYLENE FABRIC WITH A SLOPE 1. CONSTRUCT THE LENGTH OF EACH REACH SO THAT THE MINIMUM TENSILE STRENGTH OF 50 LBS PER VARIES INSTALL A FIBER ROLL SECTM A-A CHANGE IN BASE ELEVATION ALONG THE REACH DOES LINEAL FOOT,AN EQUIVALENT OPENING SIZE NEAR SLOPE WHERE IT NOT EXCEED 1/3 THE HEIGHT OF THE LINEAR BARRIER. ;� NOT GREATER THAN 20 SIEVE AND WITH A TRANSITIONS INTO A IN NO CASE SHALL THE REACH LENGTH EXCEED 150M. Y � ���, MINIMUM FLOW RATE OF 40 CONTACT DMNE 2. THE LAST 8 FT.OF FENCE SHALL BE TURNED UP SLOPE.STEEPER SLOPE �� GALLONS/MINUTE/SQ FT. 48-HOURS - ,. \ FILTER BAG FLOW 3. OVERLAP STAKES,AND FOLD FENCE FABRIC TO 3. THE FILTER BAG MAY BE SUSPENDED FROM OR FRAME EXISTING DROP HELD IN PLACE BY THE EXISTING INLET GRATE (OPTIONAL) INLET FRAME FORE O A AROUND EACH STAKE ONE FULL TURN. OR OTHER APPROVED METHOD PROVIDING 3/4"x 3/4" ( ), 1-800-342-1585 4. FOR END STAKE CONDITION FOLD FENCE FABRIC N WOOD STAKES MAX. � , NO MODIFICATION OR DAMAGE SHALL BE DONE A AROUND(2)STAKES(1)FULL TURN AND SECURE WITH ,- DETA -A 4 FT.SPACING ��� _ I�', i;,',I',,i ii \ TO THE INLET GRATE OR FRAME.THE INLET GRATE SHALL NOT BE CAUSED TO REST MORE PLAN (4)STAPLES. NOMS �,j T�I � THAN 0.5"ABOVE THE INLET FRAME(SEE DETAIL A). SECTION A -A 1. SILT FENCE SHALL BE CONSTRUCTED LONG ENOUGH TO EXTEND ACROSS THE EXPECTED FLOW PATH. 4. THE FILTER BAG MAY EXTEND TO THE BOTTOM 2. FILTER FABRIC SHALL BE PROPYLENE,NYLON,POLYESTER OR ETHYLENE YARN WITH A MINIMUM THIS SECTION REMOVED FOR GRAPHICAL OF THE INLET BOX PROVIDED THE OUTLET PIPE N TENSILE STRENGTH OF 50 LBS.PER LINEAR FOOT AT 20 PERCENT MAXIMUM ELONGATION AND REPRESENTATION ONLY.STRAW BALE IS UNOBSTRUCTED. Lu CONTAINING ULTRAVIOLET INHIBITORS. FILTER FABRIC SHALL RETAIN A MINIMUM OF 85%OF THE SOIL, PERIMETER SHALL BE CONTINUOUS. 5. FLOWS SHALL NOT BE ALLOWED TO BYPASS z Q BY WEIGHT,BASED ON SIEVE ANALYSIS,BUT IS NOT FINER THAN AN EQUIVALENT OPENING SIZE OF 70. THE BAG.THE BAG OR ITS FRAME SHALL CATCH Q NOTES WHEN STANDARD STRENGTH FABRIC IS USED,A WIRE MESH SUPPORT SHALL BE SECURELY FASTENED NOTES FLOWS AT ALL SIDES OF THE INLET, EXCEPT AS 0 0- 0 TO THE UPSLOPE SIDE OF POSTS. SHOWN FOR FLOOD RELEASE. 0Y Y 1. INSTALL FIBER ROLLS IN A ROW ALONG A LEVEL CONTOUR. 3. SUPPORT POSTS SHALL BE A MINIMUM 3.5'LONG 2"x4"WOOD POSTS OR'T' SECTION FENCE POSTS 1. FACE SIGN TOWARD NEAREST STREET � Z OR ACCESS POINT 6. INLET FILTER BAGS SHALL BE INSPECTED W Q Q 2. AT ENDS OF A ROW TURN THE LAST TWO FEET UP SLOPE SLIGHTLY. DRIVEN A MINIMUM OF 18 INCHES INTO THE GROUND. POSTS SHALL BE SPACED A MAXIMUM OF 6 FEET WEEKLY AND AFTER EACH RAINFALL DURING 0- APART.FABRIC SHALL BE SECURELY FASTENED TO POSTS WITH 1 INCH STAPLES OR 16 GAUGE WIRE 2. CONCRETE WASHOUT SHALL BE THE WET SEASON AND MONTHLY DURING THE 3. FIBER ROLLS SHALL BE BUTTED TIGHTLY AT THE JOINTS. LL- TIES SPACED A MAXIMUM OF 6 INCHES APART. LOCATED BEHIND CURB AND 50 FT. DRY SEASON.SEDIMENT AND DEBRIS SHALL BE O LLI 4. DO NOT OVERLAP JOINTS. MINIMUM FROM DRAINAGE INLETS OR REMOVED BEFORE ACCUMULATIONS HAVE } ; WATERCOURSES 4. A 12 INCH FABRIC TRENCH SHALL BE EXCAVATED ALONG THE UPHILL SIDE OF SILT FENCE POSTS. THELLI 5. FIBER ROLLS SHALL BE INSPECTED WEEKLY AND AFTER STORMS, BOTTOM EDGE OF THE FABRIC SHALL EXTEND TO AND ACROSS THE BOTTOM OF THE TRENCH. THE REACHED ONE THIRD THE DEPTH OF THE BAG. O AND REPAINTED OR REPLACED AS NEEDED. TRENCH SHALL BE BACKFILLED TO 4 INCHES ABOVE GROUND AND COMPACTED TO BURY AND SECURE BAGS SHALL BE REPAIRED OR REPLACED AS THE BOTTOM OF THE FILTER FABRIC. SOON AS DAMAGE OCCURS. C 0 5. CONTRACTOR SHALL MAKE INSPECTIONS WEEKLY DURING THE WET SEASON,MONTHLY DURING THE uj 0 DRY SEASON AND IMMEDIATELY AFTER EACH RAINFALL TO DETERMINE IF REPAIRS AND SEDIMENT REMOVAL IS REQUIRED. SEDIMENT SHALL BE REMOVED BEFORE IT HAS REACHED ONE THIRD THE INLET PROTECTION HEIGHT OF THE FILTER FABRIC. w w w z O FIBER ROLLS SILT FENCE 2 CONCRETE WASHOUT 3 FILTER BAG 4 o a C.ESC.3 C.ESC.3 tSC.3 C.ESC.3 GRAVEL BAG(S)OR OTHER ACCEPTED SEDIMENT CONTROL BMP.PLACE BAGS CONSTRUCTION SITE RIGHT OF WAY TIGHT AGAINST FACE OF CURB. TAMP DIRT OVER EXISTING MAT/BLANKET BACK OF CURB GROUND 50FTMINIMUM 4FT. THE SUCCESSFUL BIDDER SHALL UPDATE THE SWPPP/ESCP FACE OF CURB SEE NOTE 2 3"TO 6"WASHED, PLANS, AND NARRATIVE DOCUMENTS, WITH ALL NECESSARY 0 • . . • ANGULAR ROCK INFORMATION REQUIRED FOR A COMPLETE ESCP/SWPPP, AS ' "ott�� co 6 �� � APPLICABLE PER IDAHO DIVISION OF ENVIRONMENTAL (6"x6")ANCHOR • FLow IIIIII II III=II - =II =III=III=III=III=III=III=III=1 FLOW TRENCH 450 \ �) l� / 45° GEOTEXTILEMATERIAL 6 INCHES(150MM)MIN. QUALITY (IDEA), AND EPAS REQUIREMENTS FOR FULL c COMPLIANCE WITH THE CURRENT CONSTRUCTION GENERAL SECTION A-A ANCHOR DETAL LIP OF GUTTER PERMIT (CGP) - NO SEPARATE PAYMENT SHALL BE MADE. • • DRAINAGE INLET WITH FILTER BAG MATS/BLANKETS SHOULD _ BE INSTALLED VERTICALLY DOWN SLOPE. a PLAN VIEW - SEE ANCHOR DETAIL. a - � ow rb DIRECTION (15 FEET) OF TRAVEL I r r ' - o MINIMUM Q 1 FT Q� r `b �� 1� tip• � %� r � �` 45° � ��A 45° � PLAN VEW 03 2TO3IN. r r / F�.PB J , r ' ,� 5 z OVERLAP 01 o OVFtGE - 1-1 ci FLOW NO CURB F r k r r WP1ER w J z 6 IN.OVERLAP s �p IN SPLICE 45° 45° NOTES (P,-- 1. STABILIZED CONSTRUCTION ENTRANCE SHALL BE CONSTRUCTED OF 3"TO 6" WASHED,ANGULAR ROCK. - r MATERIAL SHALL BE PLACED TO A MINIMUM THICKNESS OF 6 INCHES. TYPICAL SLOPE �/� ok 2. LENGTH OF ENTRANCE SHALL BE A MINIMUM OF 50 FEET. SOIL STABLEATION NONWOVEN GEOTEXTILE �3 WIDTH SHALL BE A MIN.OF 15 FT OR GREATER IF NECESSARY TO FILTER FABRIC UNDER o TYPICAL TREATMENT. COVER ALL VEHICULAR INGRESS AND EGRESS.PROVIDE AMPLE NOTES TURNING RADII. >� 1. SEDIMENT TRAPPED UPSTREAM OF SEDIMENT CONTROL BMP SHALL 3. THE ENTRANCE SHALL BE KEPT IN GOOD CONDITION BYE SLOPE O o3 BE REMOVED WEEKLY AND PRIOR TO A RAINFALL EVENT. OCCASIONAL TOP DRESSING WITH MATERIAL AS SPECIFIED IN 2. PLACE BMP'S TIGHTLY TOGETHER AT JOINTS TO PREVENT OR NOTE 1. MINIMIZE SEEPAGE AT JOINTS. 4. ACCESSES SHALL BE INSPECTED WEEKLY DURING PERIODS OF 3. INLET SEDIMENT CONTROL MUST BE INSPECTED WEEKLY AND AFTER HEAVY USAGE,MONTHLY DURING NORMAL USAGE,AND AFTER NOTES EACH STORM,AND REPAIRED OR REPLACED AS NEEDED. EACH RAINFALL,WITH MAINTENANCE PROVIDED AS NECESSARY. v PERIODIC TOP DRESSING SHALL BE DONE AS NEEDED. 1. SLOPE SURFACE SHALL BE FREE OF ROCKS,CLODS,STICKS AND GRASS.MATS/BLANKETS SHALL Z r m 4. INLET SEDIMENT CONTROL IS REQUIRED FOR ALL DI's IN ADDITION TO n "' HAVE GOOD SOIL CONTACT. w m w A STORM DRAIN INLET FILTER BAG. V� 2. LAY BLANKETS LOOSELY AND STAKE OR STAPLE TO MAINTAIN DIRECT CONTACT WITH THE SOIL.DO J z } v v v o Of NOT STRETCH. ¢ 00 p co 3. INSTALL PER MANUFACTURER'S RECOMMENDATIONS. Q Y N CD m r w Q C, x Z W p � W d INLET PROTECTION STABILIZED CONSTRUCTION a a0 a JOB NUMBER: IDBI9075 SEDIMENT CONTROL 5 ENTRANCE 6 EROSION BLANKET 7 m DATE: 09/29/21 C.ESC.3 C.ESC.3 C.ESC.3 SHEET NUMBER: a Ja C.ESC.3 w w �w Page 268 Item#11. Issue LEGEND Description Date SYM COMMON/BOTANIC NAME SIZE CZC 6-23-21 BID SET 9-29-21 DECIDUOUS TREES ACHD COMMENTS 11-23-21 EAST 1.HAZEL RO. i + I EXISTING TREE - RETAIN AND PROTECT . . . . * . .+.+.+.+.+.+.+• / NOT A PAR � AREA A AREA B:-:+:*'*'*'*'*'*'*'*:*:*:*:*:*:*:*:):*:*'*'*'*'*'*', AREA C : : :*:*:*:*:*� + — GREENSPIRE LITTLELEAF LINDEN 2" CAL B&B ��N1�1��111� I I is 1 �` ''''''':a:*:*:* *:*:*:*: TILIA CORDATA'GREENSPIRE' Id���f X ASE I EXISTING PHASE 1+ I �XISIING PHASE 1 ♦ NO APART = t REDMOND LINDEN 2" CAL B&B TILIA AMERICANA X EUCHLORA'REDMOND' I I t LA-222 I I • SKYLINE HONEYLOCUST 2" CAL B&B Y' GLEDITSIA TRIACANTHOS 'SKYCOLE' SCA� �\ -467 + CRIMSON SUNSET MAPLE 2" CAL B&B ACER TRUNCATUM X ACER PLATANOIDES 'JFS-KW202' a- o e o 1fAL ` ----- --- \ O ` \ `•\ •\ `� _ '""� - - _ \'�+ * -/ /N/TAP RT �■■■■■� \, \ MAGYAR GINKGO 2" CAL B&B w■A■■' GINKGO BILOBA1 MAGYAR1 __ _______ __ _ _________ -- r" ! EMERALD CITY TULIP TREE JENSENBELTS 2" CAL B&B\\, EXI6TING PHASE I \ h '\ ® �\ I •• x` �`v `v� LIRODENDRON TULIPIFERA'JFS-OZ' ASSOCIATES \X`•\ \• ® \., Site Planning EXISTING PHASE \ I EXISTING PHASE Landscape Architecture i I Urban Design PACIFIC SUNSET MAPLE 2" CAL B&B �� `\ `•\ , � ,��� � I ___— -- � � �� � ACER TRUNCATUM X PLATANOIDES 'WARRENRED' AREA Dvy _ AREA E j AREA FI •v �� Site Planning EMERALD SUNSHINE ELM 2" CAL B&B Landscape Architecture ULMUS PROPINQUA'JFS-BIEBERICH' 1509 S T rell Ln. Ste 130 ❑ I I Boise, Idaho 83706 ❑ Ph. 208 343-7175 \ WORPLESDON SWEETGUM 2" CAL B&B a \ � e—mail 'baCa?•ensenbelts.com \` `\`•`.`° `` ✓ ! j LIQUIDAMBAR STYRACIFLUA WORPLESON 2" CAL B&B FOREST PANSY EASTERN REDBUD CERSIS CANADENSIS FOREST PANSY + + 3 I (�, I SWEET SATIVA CHESTNUT 2 CAL B&B CASTANEA SATIVA ® I � I KENTUCKY COFFEETREE 2" CAL B&B �`\ XI6TING PHA6E I I I 7 CYMNOCLADUS DIOICUS \ / � III-IIII ��I `\~`•\ .� IIIIIIIII�IIIAREA G -AREA H w `I i AREA I ' ! r: IIII III III III n, III�—IIll III=—III—llIIIll-- -ICI III=III 2 CAL B&B SWAMP WHITE OAK�I,, ,— --_— QUERCUS BICOLORll1I Uj I I=1 11=1 I I-ll-1 I I-ll • III—ll—III—ll—ll—I I `• . I `-_--- - h j i I III—ll1—ll1—ll1—ll1—ll1 � � i I—III-1I I-1I I-1I I-1I I-1 � I ` `� `•\•\ • \ y III-1 -1 -1 -1 -1 \ \ 2" CAL B&B < Cl) I IXLANDP POPLAR IIII—III—III—III-11�� � � 'v. •v A � I SO O POPULUS DELTOIDES 'SIOUXLAND' W — — — — — — L — — — — — — — \ — — — — — — — — — 1 BLOODGOOD SYCAMORE 2" CAL B&BIII LL kJ) I ` / PLATANUS X ACERIFOILIA'BLOODGOOD' � Q z ago RED OAK ICI � 2" CAL B&B o � •� ,� � QUERCUS RUBRA W EVERGREEN TREE\ S \ j ' (D AREA J \ AREA K AREA ` `` C) N s 40 VANDERWOLF PINE 7-8 HT B&B ` \\ �`���✓ \\\ \\ j/�� \��� PINUS FLEXILIS 'VANDERWOLF'S PYRAMID' O Uj_ v I ] �'• I ,' J\\\ \l BLACK HILLS SPRUCE T-8' B&B 0 PICEA GLAUCA'DENSATA' Z Q _ I — — — — — — — — — — — — — — — — — — — — — z j I 1 ' SCOTCH PINE T-8' B&B PINUS SYLVESTRIS Q w Q I SHRUBS/GRASSES/PERENNIALS w O COREOPSIS 1 GAL COREOPSIS GRANDIFLORA I I i O KARL FORESTER FEATHER REED GRASS 2 GAL AREA M AREA N I AREA O CALAMAGROSTIS X ACUTIFLORA'KARL FORESTER' I \ I HIDCOTE BLUE LAVENDER 1 GAL Job Number 1999 I i LAVANDULA ANGUSTIFOLIA'HIDCOTE BLUE LAVENDER' HILLSIDE CREEPER SCOTCH PINE 1 GAL - I I PINUS SYLVESTRIS 'HILLSIDE CREEPER' GRO-LOW FRAGRANT SUMAC 1 GAL Drawn Checked i RHUS AROMATICA'GRO-LOW' JBA B WT LAWN SEEDING Sccle AS SHOWN Sheet Title I I WOOD MULCH FUTURE PHASE OVERALL PLANTING PLAN CZC NOTES 1. NEW COLLECTOR ROAD STREET TREES: 1.1. 1275 L.F. OF FRONTAGE FROM NORTH PROPERTY LINE TO SOUTHERN STREET IMPROVEMENT AREA. 1.1.1. 36 TREES REQUIRED Sheet Number 1.1.2. 26 TREES PROVIDED AT 35' SPACING. TREES ARE NOT ALLOWED IN DRAINAGE FACILITIES AND NORTH WILLIAMS PIPELINE EASEMENT. THESE 10 TREES ARE MITIGATED ELSEWHERE ON THE SITE. 0' 120' 240' 360' L2 . 0 SCALE 1" = 120' (@ 24"X36" Plotted Size) Of Sheets Page 269 Item#11. 1Z"W 1Z"1N 1Z"W 1ZW 1T" ---- LEGEND Issue Description Date t + + + + + + + + - SYM DESCRIPTION CZC 6-23-21 + + + + + + + + + + + + DECIDUOUS TREES BID SET 9-29-21 --------------------------------- ----- -- ----------- P-L_-�p _+ _ _ +_ _ + _ +_ + _ + _ + + +€ CEP -EP—�EPA P EP EP EP EP EP EP EP EP EP I EXISTING TREE - RETAIN AND PROTECT + + + + + + �E��+P_ F + + + + + + + + + + I + + + + + + + EP P EP EP + + + + + + + + + + + EPEE P EP \\ — + + + + + + + + + + + + + + + + + + + + + + + GREENSPIRE LITTLELEAF LINDEN + + + + + + + + + + + + + + + + + + + + + + + + + ��� 0F�'fd ��i + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + REDMOND LINDEN �G �{ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + • SKYLINE HONEYLOCUST r Ii LA_222 "'GIRR 18"GIRR 18"GIf�R 18"GIRR 18"GIRR 18�RR 1�GIRR 18"GIRR 18"GIRR +8'GIRR + + + + + + + + + + + + + + + + + + + + + + + + + + + �rti+r�i;roi►��� + + + + + + + + + + + + + + + + + + + + + + -- + CRIMSON SUNSET MAPLE + + + + + + + + "-- - MAGYAR GINKGO ■■■ �■■I - + + ,1+ "+ + + •• EMERALD CITY TULIP TREE - JENSENBELTS ASSOCIATES Site Planning + + + + + + + PACIFIC SUNSET MAPLE Landscape Architecture Urban Design EMERALD SUNSHINE ELM Site Planning - Landscape Architecture NOT A PART I 1509 S Tyrell Ln., Ste 130 WORPLESDON SWEETGUM Boise, Idaho 83706 Ph. (208) 343-7175 e—mail jba@jensenbelts.com ------------------------- _ }+ FOREST PANSY EASTERN REDBUD —. SWEET SATIVA CHESTNUT I KENTUCKY COFFEETREE IN N J W SWAMP WHITE OAK Z I O EXISTING PHASE 1 w W (n SOIXLAND POPLAR Z W J o� Q U = (� BLOODGOOD SYCAMORE 0 Q W I � RED OAK O Z J EVERGREEN TREES WNCO CO cm Icm _ — VANDERWOLF PINE Q 00 BLACK HILLS SPRUCE w = W � a Z > ao I PINE SCOTCHa p J Z — a o Uwo SHRUBS/GRASSES/PERENNIALS r W W LD T cc W COREOPSIS Q N CQ KARL FORESTER FEATHER REED GRASS I HIDCOTE BLUE LAVENDER HILLSIDE CREEPER SCOTCH PINE Job Number 1999 GRO-LOW FRAGRANT SUMAC Drawn Checked LAWN SEEDING JBA BWT \� Scale AS SHOWN WOOD MULCH Sheet Title RR -� , \ NOTE PLANTING PLAN �\ I SEE SHEET L2.0 FOR FULL PLANT SCHEDULE AREA A I � I \ I ISheet Number NORTH \c 0' 20' 40' 60' � � ■ SCALE 1" = 20' (@ 24"x36" Plotted Size) Of Sheets \ MATCHLINE SEE SHEET L2.4 Page270 Item#11. MATCHLINE SEE SHEET L2.1 LEGEND Issue \ \ SYM DESCRIPTION Description Date \ � CZC 6-23-21 c c\ `� __\ DECIDUOUS TREES BID SET 9-29-21 I EXISTING TREE - RETAIN AND PROTECT GREENSPIRE LITTLELEAF LINDEN REDMOND LINDEN 7{ ��\ \c c `�\ • SKYLINE HONEYLOCUST LA-222 Uti Ire � � lllli{11 + CRIMSON SUNSET MAPLE ` c � MAGYAR GINKGO ,moo •• EMERALD CITY TULIP TREE JENSENBELTS c c\ EXISTING PHASE 1 ASSOCIATES Site Planning PACIFIC SUNSET MAPLE nning Urban DeSignchitecture \ c c \ I EMERALD SUNSHINE ELM Site Planning Landscape Architecture u7 1509 S Tyrell Ln., Ste 130 N + WORPLESDON SWEETGUM Boise, Idaho 83706 ` J Ph. 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SYM DESCRIPTION CZ C 6-23-21 \ II/// • ° DECIDUOUS TREES BID SET 9-29-21 + \ i + I EXISTING TREE - RETAIN AND PROTECT I � GREENSPIRE LITTLELEAF LINDEN F11f 7- REDMOND LINDEN 1:a � { -- -- • SKYLINE HONEYLOCUST rJ' LA 222 •�• a ff��fi�r�SCM� + CRIMSON SUNSET MAPLE ° .AL • MAGYAR GINKGO ■■■ ■■I d� I •• EMERALD CITY TULIP TREE JENSENBELTS •• •• ASSOCIATES 1 Site Planning PACIFIC SUNSET MAPLE Landscape Architecture � Urban Design o j o - EMERALD SUNSHINE ELM Site Planning Landscape Architecture • • ............. 1509 S Tyr ell Ln., Ste 130 W RPLE D N SWEET GUM- O S O S GU Boise Idaho 83706 Ph. 208 343-7175 e-mail jba@jensenbelts.com FOREST PANSY EASTERN REDBUD SWEET SATIVA CHESTNUT + KENTUCKY COFFEETREE •• •• •• •• 0. SWAMP WHITE OAK Z N \ O / W SOIXLAND POPLAR < 001 w Q BLOODGOOD SYCAMORE U 0 •. w a I RED OAK O Z /a EVERGREEN TREES cmw � N CO a OMO + VANDERWOLF PINE 00 BLACK HILLS SPRUCE W W � o w Za w LLJ SCOTCH PINE O Z LU — o Go W Uwa SHRUBS/GRASSES/PERENNIALS r w ------------------ I J c� = w — r w COREOPSIS------ N --------------- KARL FORESTER FEATHER REED GRASS °° I I --- ------ HIDCOTE BLUE LAVENDER --- %(lam HILLSIDE CREEPER SCOTCH PINE Job Number 1999 / / a ---------- - `Q GRO-LOW FRAGRANT SUMAC -------------------- Drawn Checked I / / 2 2 LAWN SEEDING JBA BWT - - Scale AS SHOWN ----------------/ Sheet Title HYD WOOD MULCH DF / A .• I NOTE + + + a o o PLANTING PLAN ._ SEE SHEET L2.0 FOR FULL PLANT SCHEDULE � nJ � I , , AREA G ISheet Number I III NORTH L2m7 I 1 8� 8s 0' 20' 40' 60' ° LJ _ I I 0 4 i SCALE 1" - 20' (@ 24"x36" Plotted Size) Of Sheets °L I �y MATCHLINE SEE SHEET L2.10 Page 273 Item#11. MATCHLINE SEE SHEET L2.5 __ _ 6 ,�,_ _ LEGEND Issue `\ c G \\ SYM DESCRIPTION Description Date \\\ \ \ \ - � \ T I� + + r� CZC 6-23-21 �' \ I/ I \ G \ \\ VAN a DECIDUOUS TREES BID SET 9-29-21 + + + G \ �/ ` �\\ \ \ \ \ \ i + EXISTING TREE - RETAIN AND PROTECT \ G \ , <ZZ> \ / GREENSPIRE LITTLELEAF LINDEN JD + + �;; _1 //r it \------ I + REDMOND LINDEN IR \ \ \ ` I • SKYLINE HONEYLOCUSTSUN. : I� - -----+ fill" + CRIMSON SUNSET MAPLE + + I + I MAGYAR GINKGO ■■■ ■■I \\\ + + + I I y \\ \ c \ \ \ —— i I •• EMERALD CITY TULIP TREE G �� JENSENBELTS • ASSOCIATES Site Planning PACIFIC SUNSET MAPLE Landscape Architecture d Urban Design + \ \, EMERALD SUNSHINE ELM Site Planning + vvv \ Landscape Architecture .• / + , `v - 1509 S Tyrell Ln., Ste 130 \ 4 \ WORPLESDON SWEETGUM Boise, Idaho 83706 Ph. (208) 343-7175 + + vv v / f + e—mail jba®jensenbelts.com / \ \ �// • FOREST PANSY EASTERN REDBUD \ i SWEET SATIVA CHESTNUT I + + I / co I I I � O \\ \ \ \ `�\ � • / \ KENTUCKY COFFEETREE Io \ \ °o I `\ \ \� \� SWAMP WHITE OAK Z I I o + \ J o \ A L1J SOIXLAND POPLAR M I \ G ` W 001 I I + + \ \ \ \ \ LU \ \ a: < w W LU (n BLOODGOOD SYCAMORE U + vv v RED OAK Q \ \ \\ \~Lu I { \ \c N + EVERGREEN TREES W + NCO (] vv �\ �`� _ _ VANDERWOLF PINE 00 Z ° = a wl I O w mow = z 0o \ \ \c ` BLACK HILLS SPRUCE W J Q \\ y \ Q c\ `� SCOTCH PINE J Z Z Q + \ �\ \\ W a I c \ Q Z c SHRUBS/GRASSES/PERENNIALS r o 0 0 I jr • W COREOPSIS T W I o0000000000 0 \ cm ----------- _______ o 0 0 0 0 0 0 0 0 \ c\ CQ KARL FORESTER FEATHER REED GRASS I w \ 0 HIDCOTE BLUE LAVENDER I \ c HILLSIDE CREEPER SCOTCH PINE Job Number 1999 I • ` \ GRO-LOW FRAGRANT SUMAC \ Drawn Checked G \ \ \ LAWN SEEDING JBA BWT ----------- ---- ----- \ Scale AS SHOWN WOOD MULCH Sheet Title \ NOTE PLANTING PLAN O \ ------------ — = SEE SHEET L2.0 FOR FULL PLANT SCHEDULE AREA H \ 0 0 0 03 o o o a o o \ o ------ Sheet Number \ NORTH 0' 20' 40' 60' L2m8 - I SCALE I" = 20' (@ 24"x36" Plotted Size) Of Sheets MATCHLINE SEE SHEET L2.11 Page274 Item#11. �+ + + MATCHLINE SEE SHEET L2.6 + + + + + + LEGEND Issue I \ I i I I Description Date SYM DESCRIPTION CZC 6-23-21 I + + + + + DECIDUOUS TREES BID SET 9-29-21 +I + + + + + + + + + + + + + + + + + + I 00 � I i + I EXISTING TREE - RETAIN AND PROTECT p / + + + + + + + + + + + + + + + + + + + + + + + fi . 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I MAGYAR GINKGO ■■■ ■■I +i + + + / + + + + f+ + + O i®i:®■� + + + + + + + - + + + I O 00 + + +/ \ \ \ + + + j I •' EMERALD CITY TULIP TREE + + + + + + + - I ', JENSENBELTS 1 U I ASSOCIATES +I + + + + + + + + i I�° I Site Planning W \ \ \ \ \ I ° Urban Design Architecture PACIFIC SUNSET MAPLE I� J Urban Desi n 00 + + + + + p 0+ + + + EMERALD SUNSHINE ELM Site Planning + + + + I Landscape Architecture � + + + + + i I ° 00 I �? w 1509 S Tyrell Ln., Ste 130 + �\ + + I �° Z + WORPLESDON SWEETGUM Boise, I I I Idaho 3 706 Ph. (208) 71175 + + + + i i� I e—mail jba@jensenbelts.com + /+ + + I ° FOREST PANSY EASTERN REDBUD + � + + + + + + + \, + + I SWEET SATIVA CHESTNUT t co + + + + T T T EXISTING PHASE 1 I \ KENTUCKY COFFEETREE I I \ co I I I SWAMP WHITE OAK Z I I co 0 I \ coW SOIXLAND POPLAR 00 W \ BLOODGOOD SYCAMORE W 0r W W I I I I + + + + + + + + + I I 0 W + + + + + + + + + + I I RED OAK Q Z EVERGREEN TREES cy W cy NCO + + + + + + + o a 1 I VANDERWOLF PINE i 00 0 1 4Z\\ \ � �P� \ \ \ \ \ \ \ \ \ / i BLACK HILLS SPRUCE W W I IZ > I I SCOTCH PINE 0 j — ——— ——— ———— ——- --------------------- SHRUBS/GRASSES/PERENNIALS r W X x x I NW COREOPSIS Q N I I I U KARL FORESTER FEATHER REED GRASS I ` I I HIDCOTE BLUE LAVENDER \ a I` a I HILLSIDE CREEPER SCOTCH PINE Job Number 1999 I I GRO-LOW FRAGRANT SUMAC Drawn Checked JE3A EiWT LAWN SEEDING AS SHOWN Scale \c \\ \ I I WOOD MULCH Sheet Title NOTE \c I + PLANTING PLAN SEE SHEET L2.0 FOR FULL PLANT SCHEDULE AREA G\ \ \ I � I �\ `�\ • I I Sheet Number I � � � �\ • I + NORTH 0' 20' 40' 60' L2m9 SCALE 1" = 20' (@ 24"x36" Plotted Size) Of Sheets \ • \` MATCHLINE SEE SHEET L2.12 Page 275 Item#11. \ MATCHLINE SEE SHEET L2.9 \ -- � — -- LEGEND Issue v v I Description Date v c v v I I SYM DESCRIPTION CZC 6-23-21 `\ \0 `\ • • I _ DECIDUOUS TREES BID SET 9-29-21 \ \ \ I ACHD COMMENTS 11-23-21 ``v \� • • DF I + �I EXISTING TREE - RETAIN AND PROTECT \ \ • I I i I \ • / \\ i \\ 0 0 \ � // I + — GREENSPIRE LITTLELEAF LINDEN + REDMOND LINDEN 7 \ r • SKYLINE HONEYLOCUST LA_222 + v v v \ v I ♦j�� VNI It + v ° I lop sjj %%� \ \ j + + CRIMSON SUNSET MAPLE O O \\ \ Cb D I I .■L + \ v \ MAGYAR GINKGO ■■■ ■■I \\ \ \ \ \ 7 D I o ®■■■* .• EMERALD CITY TULIP TREE + � o `\\ \\ c6 2w ► JENSENBELTS I + ASSOCIATES 3+ �' G I I Site Planning Landscape Architecture PACIFIC SUNSET MAPLE Urban Design + " �: �,� v \ `� j I ° EMERALD SUNSHINE ELM Site Planning Landscape Architecture 1509 S Tyrell Ln., Ste 130 G \\ I I + + WORPLESDON SWEETGUM Boise, Idaho 83706 Ph. (208) 343-7175 O \\ \ \\ I I e—mail jba@jensenbelts.com \ CV \ U \\ \ \\ FOREST PANSY EASTERN REDBUD W ® v / l \\ � � g `\\ I SWEET SATIVA CHESTNUT � ° A �Q \ + W U) W z ° ° // I \\ SSG' j\ + KENTUCKY COFFEETREE STREET LIGHT TYP I ` o- r 2 \ ° Q ° (�� \\ \ \� I \\ SWAMP WHITE OAK ° ° ° \ c I \ Z I O SOIXLAND POPLAR \ ° V = BLOODGOOD SYCAMORE RED OAK In cc \ G\ \ Z EVERGREEN TREES Wcy cy + \\ I \ \ I C C \\ + W VANDERWOLF PINE CLEAR SITE I\ I \ /��///III�\v0 • + + TRIANGLE TYP I \\ O BLACK HILLS SPRUCE W `oo OlS _ + \ \ Z > a - \ SCOTCH PINE 0 j • • / a \\ \ SHRUBS/GRASSES/PERENNIALS r W + I N F. d d d d d \ COREOPSIS Q N c a \ \ \ U KARL FORESTER FEATHER REED GRASS HIDCOTE BLUE LAVENDER ovv — Job Number 1999 -----8W c\ \ HILLSIDE CREEPER SCOTCH PINE I 8W 8W \� GRO-LOW FRAGRANT SUMAC I`\ Drawn Checked HYo s„PI\ _ fl fl fl fl �' I `\ \� LAWN SEEDING JBA BWT D Scale AS SHOWN \\ � WOOD MULCH Sheet Title NOTE PLANTING PLAN s PI_s"Pi s"Pi ``\ SEE SHEET L2.0 FOR FULL PLANT SCHEDULE AREA L \ a c I ,I Sheet Number NORTH a �// I I 0' 20' 40' 60' L2m12 1 I SCALE 1" = 20' (@ 24"x36" Plotted Size) / Of Sheets MATCHLINE SEE SHEET L2.15 _ T Page 276 Item#11. NOTES Issue Description Date 1. LOCATE AND PROTECT ALL UTILITIES. BID SET 9-29-21 2. ALL WORK WITHIN WILLIAMS PIPELINE EASEMENT SHALL BE COMPLETED WITH THE "WILLIAMS DEVELOPER'S -w-- - - -. -• HANDBOOK". MATERIAL FOR TRENCH BACKFILL FROM THE TOP OF PIPE BEDDING TO SUBGRADE SHALL BE TYPE-1 BEDDING CHIPS PER ISPWC SECTION 305. __________ EAST IAKE HAZEL RO. / 3. EXISTING WILLIAMS GAS PIPE LOCATIONS AND ELEVATIONS ARE APPROXIMATE. CONTRACTOR SHALL LOWER _ z CASING DEPTH TO PROVIDE MINIMUM 2-FEET CLEAR BETWEEN THE BOTTOM OF THE LOWEST GAS LINE AND THE TOP OF THE CASING. ALL WORK SHALL BE INCLUDED IN THE BID, INCLUDING ALL FITTINGS - NO SEPARATE PAYMENT SHALL BE MADE. 4. COORDINATE ALL IRRIGATION INSTALLATION OPERATIONS WITH CIVIL, MECHANICAL, AND ELECTRICAL /� ENGINEERING SHEETS. NOTAPART AREA A'' - __� '�'•'�" - "",'," AREA B I r' AREA C 5. CONTRACTOR SHALL COORDINATE INSTALLATION OF IRRIGATION CONDUIT AND SLEEVES UNDER HARD __ a- -------- ------7--=-_--- ---------------- SURFACES WITH OTHER CONTRACTORS �' _ 6. ALL SLEEVES TO BE INSTALLED AS PART OF THE IRRIGATION CONTRACT. APPROXIMATE LOCATION OF SLEEVES ARE SHOWN ON THE IRRIGATION PLAN. FIELD VERIFY LOCATION. ALL ENDS OF SLEEVES TO BE ASE, I EXISTING PHASE ! EX�ST�NGPHASE, APAHT TAPPED OR CAPPED AND MARKED WITH A 2"X4" PAINTED STAKE EXTENDING 24"ABOVE THE GRADE. STAKES 2. ARE NOT TO BE REMOVED UNTIL THE IRRIGATION SYSTEM IS COMPLETE. ALL SLEEVES SHALL EXTEND A � MINIMUM OF 18" BEYOND BACK OF CURB OR EDGE OF PAVEMENT. PROVIDE COMPACTED BACKFILL. y 7. CONTACTOR TO OBTAIN AND PAY FOR AL PERMITS AND FEES REQUIRED FOR THIS WORK. 8. IRRIGATION CONTROLLERS SHALL BE WIRED TO POWER SUPPLY BY A LICENSED ELECTRICIAN PER LOCAL r LA- 22 CODES. IRRIGATION CONTRACTOR TO PROVIDE ALL REQUIRED CONNECTIONS TO 24 VOLT IRRIGATION CONTROL WIRE THROUGH APPROPRIATELY SIZED CONDUITS. �f��►�SON.j \ - 9. ALL ELECTRICAL WORK TO MEET OR EXCEED N.E.C., STATE CODES, LOCAL CODES, AND MANUFACTURER'S _ RECOMMENDATIONS. JiA 10. CONTRACTOR SHALL REMOVE AND DISPOSE OF ALL ROCK AND DEBRIS FROUGHT TO THE SURFACE AS A RESULT OF TRENCHING OPERATIONS. REQUIREMENTS. 12 ELECTRICAL WIRE 14 GAUGE MIN PER RAINBIRD SPECIFICATIONS ------------------- �' �� \` 1 11 CONTRACTOR SHALL REFER TO SPECIFICATIONS AND DETAIL DRAWINGS FOR ADDITIONAL REQUIREMEN `EE -__,_t- _____ � ALL CONTROL WIRE SHALL BE PAIGE E �iiiiir // H / 13. IRRIGATION CONTRACTOR SHALL PROVIDE AS-BUILT IRRIGATION PLANS UPON COMPLETION OF INSTALLATION v�v= -- ----------------- ------------------------------------ - AND PRIOR TO FINAL PAYMENT. „ 14. THE ENTIRE IRRIGATION SYSTEM SHALL BE GUARANTEED TO BE COMPLETE AND PERFECT IN EVERY DETAIL FOR A PERIOD OF ONE YEAR FROM THE DATE OF ITS ACCEPTANCE. REPAIR OR REPLACEMENT OF ANY JENSENBELTS °\\`\ ZXISTINGPHASE' I - \, ® g� �'�, i DEFECTS OCCURRING WITH THAT YEAR SHALL BE FREE OF EXPENSE TO THE OWNER. 15. AS PART OF THIS CONTRACT PERFORM, AT NOT EXTRA COST, WINTERIZATION AND SPRING START UP OF THE Site ASSOCIATES \ \ I I Planning EXISTING PHASE, EXISTING PHASE 1 v i �� SYSTEM DURING GUARANTEE PERIOD. Landscape Architecture 16. ALL MATERIALS SHALL BE NEW AND WITHOUT FLAWS OR DEFECTS OF THE QUALITY AND PERFORMANCE Urban Design SPECIFIED, AND SHALL MEET THE REQUIREMENTS OF THIS SYSTEM. USE MATERIALS AS SPECIFIED, NOT _m I-m-"- SUBSTITUTIONS SHALL BE PERMITED WITHOUT PRIOR WRITEN PERMISSION OF THE OWNER. AREA D`vv _ _ AREA E AREA F iI 17. IRRIGATION CONTRACTOR SHALL MAKE NECESSSARY MINOR FIELD ADJUSMENTS TO SPRINKLER NOZZLES, Site Planning SPRINKLERS, PIPE AND OTHER IRRIGATION EQUIPMENT LOCATIONS TO FIT THE AS-BUILT SITE. ADJUST HEAD v v \ i Landscape Architecture AND PIPE LOCATIONS AS REQUIRED TO AVOID TREES AND DAMAGING ROOTS. ADJUSTMENTS SHALL ENSURE HEAD TO HEAD COVERAGE. 1509 S Tyrell Ln., Ste 130 \°`• \° "'•• I I 1 ;'' " 18. IRRIGATION PIPING LAYOUT IS SCHEMATIC. WHERE LINES ARE SHOWN BELOW PAVEMENT ADJACENT TO 3 Boise, Idaho 83706 ❑ LANDSCAPE AREAS, THEY ARE TO BE LOCATED IN THE LANDSCAPE AREA UNLESS SHOWN WITH A SLEEVE Ph. (208) 343-7175 SYMBOL. e-mail jba@jensenbelts.com - \ 19. LOCATIONS OF EXISTING EQUIPMENT IS SCHEMATIC IN NATURE. FIELD VERIGY ALL BASE AND EXISTING ® \\�`s`°°°° IRRIGATION ELEMENTS AND CONDITIONS PRIOR TO CONSTRUCTION AND PROVIDE NECESSSARY ADJUSTMENTS. - - - - - - - - - i -- - 20. IN THE EVENT OF DESCREPANCY, IMMEDIATELY NOTIFY THE LANDSCAPE ARCHITECT. \.• ® i, 21. PROVIDE AND INSTALL GROUNDING ALONG THE TWO-WIRE AND DATA PATH PER MANUFACTURER'S RECOMMENATIONS. GROUND SHALL BE EVERY 500 LINEAL FEET OR EVERY 8 DECODERS, WHICHEVER IS SMALLER. TEST WITH MEGGAR, TEST RESULTS SHALL NOT EXCEED 10 OHMS AT CONTROLLER AND 50 OHMS ON WIRE PATH. 22. CONTRACTOR SHALL SCHEDULE A MEETING WITH LANDSCAPE ARCHITECT AND OWNERS REPRESENTATIVE PRIOR TO INSTALLATION OF IRRIGATION CONTROL SYSTEM. 23. PIPE VELOCITIES SHALL NOT EXCEED 5.0 FEET PER SECOND. ® \o \• ;'I 24. REFER TO SPECIFICATION SECTION 328400 FOR PRODUCT AND INSTALLATION INFORMATION. 25. ALL REMOTE CONTROL VALVE AND DECODER SPLICES TO BE RAINBIRD DB SERIES. ALL SPLICES SHALL BE ZE.ISTINGP"ASE' REVIEWED AND APPROVED BY THE OWNER PRIOR TO SUBSTANTIAL COMPLETION. IIII ! 26. ALL MAIN LINE FITTINGS SHALL BE LEEMCO DUCTILE IRON PUSH ON TYPE AND ARE TO JOINED USING LEEMCO IIIIIIIIIIIIIIAREA G / AREA H °`°\ �/ 1 ; JOINT RESTRAINT SYSTEMS. INSTALL PER MANUFACTURERS RECOMMENDATIONS. II IIIIIIIIIIIIII'lll- 1 \\``°°`\ I AREA I i 27. EACH SATELLITE CONTROLLER SHALL HAVE UNIQUE TWO-WIRE PATH. SEE LEGEND FOR COLORS. TWO-WIRE TO BE PAIGE SPEC P7072D-REV 15#14 WITH 2 PARALLEL CONDUCTORS AND JACKETED FOR RAINBIRD. II-III-III-III-III - I , 28. EXTEND TWO DATA COMMUNICATIONS CABLE PATHS, CCU TO SATELLITE AND SATELLITE TO SATELLITE II-III-III-III-III 1 - CONTROLLERS, LINKING E THROUGH J AND BACK TO CCU. PATHS TO BEUSE PAIGE SPEC P7315D-REV 3, 19 i ` III-III-III-III-III-II �;;;••• ____________________ + IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII I \°\°\ �,, 1 AWG 6 PAIR, PE-89. SPLICES AT CONNECTIONS TO EXISTING CABLES TO BE RANGER SUPER SERVISEAL, P/N Uj I=III=III=III-III-III \° ` !+ 07042V-1 ONLY. ALL SPLICES TO BE IN IRRIGATION BOXES WITH MINIMUM 18" LENGTH OF CABLE ON EACH LEG ll-ll-ll-ll-ll-1 I v. - iCl) -III-III-III-III-III \: \ li TO BE SPLICED. NO OTHER SPLICING ALLOWED UNLESS IN CONTROLLER PEDESTAL. III-1I-1I-1I-1II v v i 29. SATELLITE CONTROLLERS E-J. CONTRACTOR TO PURCHASE CONTROLLER PARTS AND DELIVER TO MERIDIAN _ _ _ °\`\°\ � PARKS MAINTENANCE. PARKS MAINTENANCE WILL ASSEMBLE SATELLITE CONTROLERS AND DELIVER TO CONTRACTOR FOR INSTALLATION. CONTRACTOR TO INCLUDE BASE, CONDUIT, GROUNDING, CONNECTIONS, - - - --- U- - ' ETC SEE SPECIFICATION 328400 FOR PARTS LIST LL I I \ Q I - i VALVE SCHEDULE 0 cr ILL ZONE GPM VALVE ZONE GPM VALVE ZONE GPM VALVE ZONE GPM VALVE z SIZE SIZE SIZE SIZE Q N A01-34 EXIST F13 40.5 1-1/2" G32 37.0 1-1/2" 121 37.0 1-1/2" W � AREA J AREA K AREA L\ B01-28 EXIST F14 36.9 1-1/2 H01 37.0 1-1/2 122 44.4 1-1/2 vj N c0 C01-28 EXIST F15 35.1 1-1/2 H02 33.3 1-1/2 123 44.4 1-1/2 D01-30 EXIST F16 17.0 1 H03 44.4 1-1/2 124 29.6 1-1/2 `i. D31 38.2 1-1/2" F17 43.8 1-1/2 H04 44.4 1-1/2 125 44.4 1-1/2 \° D32 28.4 1-1/2 F18 49.3 2 H05 29.6 1-1/2 126 51.8 2 O D33 26.5 1-1/2 F19 38.4 1-1/2 H06 44.4 1-1/2 127 44.4 1-1/2 Q z i _ \\° \ D34 48.0 2 F20 31.8 1-1/2 H07 44.4 1-1/2 128 29.6 1-1/2 LLJ Le - \°\°`°\ E01 35.1 1-1/2 F21 40.3 1-1/2 H08 29.6 1-1/2 129 37.0 1-1/2 Q E02 44.4 1-1/2 F22 36.9 1-1/2 H09 29.6 1-1/2 130 37.0 1-1/2 0 E03 40.7 1-1/2 F23 46.3 1-1/2 H10 44.4 1-1/2 J01 28.1 1-1/2 Z E04 29.6 1-1/2 F24 43.0 1-1/2 H11 44.4 1-1/2 J02 44.4 1-1/2 a J z 8 E05 44.4 1-1/2 F25 37.3 1-1/2 H12 37.0 1-1/2 J03 42.3 1-1/2 1 1 E06 29.6 1-1/2 F26 40.7 1-1/2 H13 44.4 1-1/2 J04 39.4 1-1/2 Q W Q I E07 9.5 1 F27 20.0 1 H14 44.4 1-1/2 J05 45.3 1-1/2 Q 1 m E08 22.2 1 F28 40.6 1-1/2 H15 29.6 1-1/2 J06 36.9 1-1/2 r - W C I I E09 38.8 1-1/2 F29 26.0 1-1/2 H16 44.4 1-1/2 J07 31.5 1-1/2 N d Ln e E10 44.4 1-1/2 F30 32.0 1-1/2 H17 44.4 1-1/2 J08 45.1 1-1/2 W r W - I I E11 37.0 1-1/2 F31 46.2 2 H18 44.4 1-1/2 J09 38.5 1-1/2 5 5 �n I I I E12 51.8 2 F32 45.7 2 H19 51.8 2 J10 33.2 1-1/2 ` N L `�� �I - G01 - - 1 I E13 44.4 1 1/2 22.2 1 H2O 37.0 1 1/2 J11 31.2 1 1/2 E14 37.0 1-1/2 G02 29.6 1-1/2 H21 29.6 1-1/2 J12 35.4 1-1/2 E15 44.4 1-1/2 G03 29.6 1-1/2 H22 44.4 1-1/2 J13 37.0 1-1/2 AREA M 1 AREA N I AREA O E16 44.4 1-1/2 G04 29.6 1-1/2 H23 37.0 1-1/2 J14 30.2 1-1/2 Job Number 1999 I I I E17 37.0 1-1/2 G05 40.7 1-1/2 H24 37.0 1-1/2 J15 47.2 1-1/2 E18 44.4 1-1/2 G06 44.4 1-1/2 H25 29.6 1-1/2 J16 36.9 1-1/2 �a I E19 44.4 1-1/2 G07 37.0 1-1/2 H26 44.4 1-1/2 J17 40.6 1-1/2 E20 37.0 1-1/2 G08 44.4 1-1/2 H27 44.4 1-1/2 J18 37.0 1-1/2 Drawn Checked 1 I I E21 44.4 1-1/2 G09 44.4 1-1/2 H28 44.4 1-1/2 J19 46.1 1-1/2 I I E22 44.4 1-1/2 G10 46.1 2 101 17.1 1 J20 22.2 1 JBA BWT E23 44.4 1-1/2 G11 3.1 1 102 29.9 1-1/2 J21 33.2 1-1/2 E24 44.4 1-1/2 G12 40.6 1-1/2 103 44.4 1-1/2 J22 34.9 1-1/2 Scale AS SHOWN E25 44.4 1-1/2 G13 40.2 1-1/2 104 44.4 1-1/2 J23 44.4 1-1/2 Sheet Title I I E26 44.4 1-1/2 G14 14.0 1 105 35.8 1-1/2 J24 37.0 1-1/2 E27 35.1 1-1/2 G15 42.6 1-1/2 106 33.3 1-1/2 J25 44.4 1-1/2 FUTURE PHASE E28 37.0 1-1/2 G16 37.0 1-1/2 107 44.4 1-1/2 J26 42.3 1-1/2 OVERALL E29 33.3 1-1/2 G17 47.8 2 108 44.4 1-1/2 J27 44.4 1-1/2 E30 37.0 1-1/2 G18 44.4 1-1/2 109 45.3 1-1/2 J28 44.2 1-1/2 IRRIGATION PLAN E31 37.0 1-1/2 G19 37.0 1-1/2 110 37.0 1-1/2 J29 42.4 1-1/2 F01 33.1 1-1/2 G20 44.4 1-1/2 111 44.4 1-1/2 J30 40.6 1-1/2 F02 44.4 1-1/2 G21 37.0 1-1/2 112 37.0 1-1/2 J31 29.6 1-1/2 F03 25.9 1-1/2 G22 44.4 1-1/2 113 44.4 1-1/2 J32 44.4 1-1/2 F04 37.0 1-1/2 G23 44.4 1-1/2 114 44.4 1-1/2 J33 44.4 1-1/2 F05 28.9 1-1/2 G24 44.4 1-1/2 115 22.2 1 J34 37.0 1-1/2 Sheet Number F06 34.4 1-1/2 G25 44.4 1-1/2 116 29.6 1-1/2 J35 44.4 1-1/2 NORTH F07 26.3 1-1/2 G26 44.4 1-1/2 117 44.4 1-1/2 J36 43.1 1-1/2 F08 37.3 1-1/2 G27 37.0 1-1/2 118 33.3 1-1/2 J37 42.7 1-1/2 0' 120' 240' 360' F09 26.4 1-1/2 G28 37.0 1-1/2 119 44.4 1-1/2 J38 38.3 1-1/2 L3 . 0 F10 41.0 1-1/2 G29 29.6 1-1/2 120 29.6 1-1/2 J39 38.3 1-1/2 SCALE 1" = 120' (@ 24"X36" Plotted Size) I'll 28.5 1-1/2 G30 29.6 1-1/2 Of Sheets F12 31.4 1-1/2 Page 277 Item#11. - - - - - - - - LEGEND- - - Issue Description Date SYM DESCRIPTION BID SET 9-29-21 fi L L L + + + L L L + 0 RAINBIRD 6504-PC. SEE DETAIL 5, SHEET L3.16. NOZZLE SIZE + L L L + + + + L L L L L L L L L L L L L L L L L L L L L L L PER PLAN. - - - - - - - - RAINBIRD 6504-FC. SEE DETAIL 5, SHEET L3.16. NOZZLE SIZE - - - - - - - - - - - - - IIIII; EP L LEp L Ep EP EP EP'__ p +� �+ + - +m + + + +� PER PLAN. + + + + EP + EP + + + + + + + OO RAINBIRD 5004+PCSAMR. SEE DETAIL 5, SHEET L3.16. NOZZLE EP SIZE PER PLAN. + + + C + Imo— EP OO RAINBIRD 5004+FCSAMR. SEE DETAIL 5, SHEET L3.16. NOZZLE =::: + + + + + + Gc + + E+� SIZE PER PLAN. + + + + + + C RAINBIRD 1806-PRS-15. SEE DETAIL 6, SHEET L3.16. SEE PLAN FOR PATTERN. USE MPR FOR QUARTER, HALF, AND FULL. + + + + + + + + + + 4- L L L L L L L + I USE VAN FOR OTHER PATTERNS. 7d r + + + + + - + + + 4- 4_ C RAINBIRD 1806-PRS-12. SEE DETAIL 6, SHEET L3.16. SEE PLAN FOR PATTERN. USE MPR FOR QUARTER, HALF, AND FULL. �{ USE VAN FOR OTHER PATTERNS. e RAINBIRD 1806-PRS-10. SEE DETAIL 6, SHEET L3.16. SEE PLAN + + + + + - FOR PATTERN. USE MPR FOR QUARTER, HALF, AND FULL. nA 08 08 USE VAN FOR OTHER PATTERNS. rJ' LA-222 18"GIR 18"GIRR C RAFOR PATTERN. USE MPR FOR IQUARTER HALF, AND FULL. + + + USE VAN FOR OTHER PATTERNS. �r�11 f!i1111►►�� + + + + + + RAINBIRD PESB-PRS-D REMOTE CONTROL VALVE AND ZONE NUMBER WITH TUCOR RKLD-050 DECODER. SEE DETAIL 4, + + + + + + + SHEET L3.17. SIZE PER SCHEDULE SHEET L3.0. + R + + + fi BALL VALVE AL 2" BALL VALVE IN LIEU OF REMOTE CONTROL VALVE FOR ■■■ .A■■► + + + SOFTBALL INFIELD ZONES. SEE DETAIL 4, SHEET L3.17. 4- + + 2 INCH WATER SERVICE 08 101 2" BALL VALVE FOR WASHING. (9) REQUIRED. SEE DETAIL 3, °$ SHEET L3.18. JENSENBELTS 4- ® EXISTING REMOTE CONTROL VALVE. RETAIN AND PROTECT. ASSOCIATES + + O EXISTING POP-UP SPRINKLER. RETAIN AND PROTECT. Site Planning Landscape Architecture + + fi + + + Urban Design EXISTING POP-UP SPRINKLER. REMOVE AND DELIVER TO + + + rt + + + + OWNER. + + + + QUICK COUPLER RAINBIRD 44-RC 1" BRASS. SEE DETAIL 1, SHEET L3.17. Site Planning Q AIR RELIEF VALVE Landscape Architecture REUSE SALVAGED VALVES. SEE DETAIL 2, SHEET L3.17. NOT A PART + + + + + + + +/ w DUCTILE IRON ISOLATION VALVE 1509 S Tyrell Ln., Ste 130- REUSE SALVAGED VALVES WHEN APPLICABLE. SEE DETAIL Boise, Idaho 83706 1, SHEET L3.18. Ph. (208) 343-7175 \ MAINLINE CAP e-mail jba@jensenbelts.com F+ - - - - -� - - - -� - n CAP 3' BEYOND ISOLATION VALVE. LEAVE 10' EXTRA DATA + + ----L -L---- AND 2-WIRE IN 12" ROUND BOX DIRECTLY ABOVE CAP. - --- NEW RAINBIRD SATELLITE CONTROLLER AND ZONE NO. - NEW. SAT-J PARTS BY CONTRACTOR, OWNER ASSEMBLY, AND CONTRACTOR INSTALLATION. SEE SPECIFICATION 328400. EXIST SEE DETAIL 2, SHEET L3.18. + + + SAT-D EXISTING SATELLITE CONTROLLER AND ZONE. RETAIN AND \ ,_-------___ PROTECT. 3" PI 3" CLASS 200 PVC GASKETED MAIN LINE. LEEMCO DUCTILE IRON FITTINGS WITH RESTRAINTS ALL INTERSECTIONS AND TURNS OF DIRECTION. SEE TRENCHING AND 08 RESTRAINT DETAILS. N 6" PI 6" CLASS 200 PVC GASKETED MAIN LINE. LEEMCO DUCTILE J IRON FITTINGS WITH RESTRAINTS ALL INTERSECTIONS AND TURNS OF DIRECTION. SEE TRENCHING AND ~ RESTRAINT DETAILS. W N W 8" PI 8" CLASS 200 PVC GASKETED MAIN LINE. LEEMCO DUCTILE Z 2 IRON FITTINGS WITH RESTRAINTS ALL INTERSECTIONS O U) AND TURNS OF DIRECTION. SEE TRENCHING AND EXI TING PHASE 1 W RESTRAINT DETAILS. w W 1" CLASS 200 PVC SOLVENT WELD LATERAL LINE. SEE DETAIL 4 SHEET L .1, S 3 6 W 2" CLASS 200 PVC SOLVENT WELD LATERAL LINE. SEE DETAIL z 4, SHEET L3.16. J STEEL CASING FOR WILLIAMS PIPELINE EASEMENT. SEE Z 08 SECTION DETAILS SHEET L3.16. r ' CLASS 200 PVC SOLVENT WELD SLEEVE. �•/ Q PROVIDE SEPARATE SLEEVE FOR EACH PIPE, DATA CABLE, W + \+ AND 2-WIRE. SLEEVES SHALL BE TWICE THE SIZE OF PIPE. Q + --- DATA AND 2-WIRE SLEEVES SHALL BE 3". O PE89 PE89 DATA COMMUNICATION CABLE. EXTEND TWO ROUTES AS SHOWN TO COMPLETE CONNECTION BETWEEN Q cr EXISTING CCU AND ALL SATELLITE CONTROLLERS. E — 2-WIRE PATH FOR SATELLITE E. LETTER CORRESPONDS TO 08 SATELLITE ZONE NUMBER FOR CCU COMMUNICATION. USE a CM ORANGE COLORED WIRE. � W F — 2-WIRE PATH FOR SATELLITE F. LETTER CORRESPONDS TO ♦ ) SATELLITE ZONE NUMBER FOR CCU COMMUNICATION. USE (JJ co PURPLE COLORED WIRE. Q 00 2-WIRE PATH FOR SATELLITE G. LETTER CORRESPONDS TO SATELLITE ZONE NUMBER FOR CCU COMMUNICATION. USE O BROWN COLORED WIRE. 06 2-WIRE PATH FOR SATELLITE H. LETTER CORRESPONDS TO W = 08 SATELLITE ZONE NUMBER FOR CCU COMMUNICATION. USE W Q PINK COLORED WIRE. Q 2-WIRE PATH FOR SATELLITE I. LETTER CORRESPONDS TO Z > Q SATELLITE ZONE NUMBER FOR CCU COMMUNICATION. USE -� GRAY COLORED WIRE. a O JZ 2-WIRE PATH FOR SATELLITE J. LETTER CORRESPONDS TO O8 + + SATELLITE ZONE NUMBER FOR CCU COMMUNICATION. USE W Q + + GREEN COLORED WIRE. Q CAP EXISTING LATERAL LINE. U) T W i + + + + fi R fi fi fi CONNECT TO EXISTING PVC PIPE. r W I + + + G\+ + + EXISTING MAINLINE. RETAIN AND PROTECT. SEE PLAN FOR 08 + + + + + + + + + + + SIZE 110 --- +I G\0R EXISTING LATERAL LINE. RETAIN AND PROTECT 08 + Job Number 1999 EXISTING LATERAL LINE. REMOVE OR ABANDON G\R� WILLIAMS PIPELINE EASEMENT. 75' WIDTH. REFER TO \ WILLIAMS DEVELOPER'S HANDBOOK FOR CONSTRUCTION Drawn Checked \ I GUIDELINES. SEE SECTIONS SHEET L3.16. \ I J E3 A E3 W T \VARR Scale AS SHOWN \\ 0 NOTE Sheet Title \\ 08 RR SEE SHEET L3.0 FOR NOTES ' IRRIGATION PLAN \\ AREA A \ 08 \ \ \ I Sheet Number \ \ NORTH \ \ L3m1 0' 20' 40' 60' 08 I E01, A G' E02 \\ I SCALE 1" = 20' (@ 24"x36" Plotted Size) Of Sheets E03 \ ATCHLINE SEE SHEET L2.4 Page 278 Item#11. E03 AT LINE SEE SHEET L2.1 LEGEND E04 Issue \ ' I \ Description Date SYM DESCRIPTION BID SET 9-29-21 C>' \ 0 RAINBIRD 6504-PC. SEE DETAIL 5, SHEET L3.16. NOZZLE SIZE \ \ CONNECT TO EXISTING PER PLAN. os \\�A 10" DI MAIN. RETAIN EXIST RAINBIRD 6504-FC. SEE DETAIL 5, SHEET L3.16. NOZZLE SIZE ISOLATION VALVE. PER PLAN. REMOVE AND REUSE AIR OO RAINBIRD 5004+PCSAMR. SEE DETAIL 5, SHEET L3.16. NOZZLE RELIEF VALVE SIZE PER PLAN. \ \ ELSEWHERE ON SITE. OO RAINBIRD 5004+FCSAMR. SEE DETAIL 5, SHEET L3.16. NOZZLE \ G SIZE PER PLAN. RAINBIRD 1806-PRS-15. SEE DETAIL 6, SHEET L3.16. SEE PLAN \ \ \ FOR PATTERN. USE MPR FOR QUARTER HALF AND FULL. �i \ 08 ❑F 08 \\ � USE VAN FOR OTHER PATTERNS. �'`���11��1�1��1 \\ \ \ E05 C RAINBIRD 1806-PRS-12. SEE DETAIL 6, SHEET L3.16. SEE PLAN E06 FOR PATTERN. USE MPR FOR QUARTER, HALF, AND FULL. \ G \ USE VAN FOR OTHER PATTERNS. \ e RAINBIRD 1806-PRS-10. SEE DETAIL 6, SHEET L3.16. SEE PLAN �, E07 „„�E�m„a,o. ,,,T,_u ,,,ce,��111001pgM , FOR PATTERN. USE MPR FOR QUARTER, HALF, AND FULL. 08 EO USE VAN FOR OTHER PATTERNS. LA-222 ti 08-\�, \ ,Q� E09 RAINBIRD 1806-PRS-8. SEE DETAIL 6, SHEET L3.16. SEE PLAN \ WILLIA�S CROSS-SECTION . 1, q' 1sXIS 10 T� FOR PATTERN. USE MPR FOR QUARTER, HALF, AND FULL. '�f�tif# \ SMDETAIL 1, SHEET L3. 6 SXIS + USE VAN FOR OTHER PATTERNS. \ (,' \ \ + RAINBIRD PESB-PRS-D REMOTE CONTROL VALVE AND ZONE+ \ G' NUMBER WITH TUCOR RKLD-050 DECODER. SEE DETAIL 4, \ \ + + + + + + SHEET L3.17. SIZE PER SCHEDULE SHEET L3.0. BALL VALVE AL . LL + + 2" BALL VALVE IN LIEU OF REMOTE CONTROL VALVE FOR ■■■ .A■■► \ 08\ 08 \ + + + + + + SOFTBALL INFIELD ZONES. SEE DETAIL 4, SHEET L3.17. + + + + + 2 INCH WATER SERVICE �®�•® ' \ \ 101 2" BALL VALVE FOR WASHING. (9) REQUIRED. SEE DETAIL 3, SHEET L3.18. JENSENBELTS r EXISTING REMOTE CONTROL VALVE. RETAIN AND PROTECT. EX + .XISTING PHASE 1ASSOCIATES Site Planning EXISTING POP-UP SPRINKLER. RETAIN AND PROTECT. Landscape Architecture \ \\ + + + + + + + EXISTING POP-UP SPRINKLER. REMOVE AND DELIVER TO Urban Design 08- + + + + + + + + + OWNER. \ A + + + + + + + + + QUICK COUPLER 08 \ �, \\ RAINBIRD 44-RC 1" BRASS. SEE DETAIL 1, SHEET L3.17. Site Planning AIR RELIEF VALVE Landscape Architecture 08 \ \ + + + + + + + REUSE SALVAGED VALVES. SEE DETAIL 2, SHEET L3.17. \ LO DUCTILE IRON ISOLATION VALVE 1509 S Tyrell Ln., Ste 130 s \ + + + + N w REUSE SALVAGED VALVES WHEN APPLICABLE. SEE DETAIL Boise, Idaho 83706 1, SHEET L3.18. Ph. (208) 343-7175 MAINLINE CAP e-mail jba@jensenbelts.com =001 \ 08 \ \\ LULU n CAP 3' BEYOND ISOLATION VALVE. LEAVE 10' EXTRA DATA w w AND 2-WIRE IN 12" ROUND BOX DIRECTLY ABOVE CAP. IL \ \ NEW RAINBIRD SATELLITE CONTROLLER AND ZONE NO. - NEW. \\ / 08 \\ + + LL] SAT-J PARTS BY CONTRACTOR, OWNER ASSEMBLY, AND LL] CONTRACTOR INSTALLATION. SEE SPECIFICATION 328400. \08 08 Cn SEE DETAIL 2, SHEET L3.18. \ � A \ (,' \ LU EXIST EXISTING SATELLITE CONTROLLER AND ZONE. RETAIN AND\0 AT- \ O8 \\ + + z PROTECT. \ \ + + + J 3" PI 3" CLASS 200 PVC GASKETED MAIN LINE. LEEMCO DUCTILE 08 2 IRON FITTINGS WITH RESTRAINTS ALL INTERSECTIONS 08 \ + + U AND TURNS OF DIRECTION. SEE TRENCHING AND \ 08 \ \\ + + + RESTRAINT DETAILS. + Q G \ < 6 PI 6 CLASS 200 PVC GASKETED MAIN LINE. LEEMCO DUCTILE \ \ + + + + + IRON FITTINGS WITH RESTRAINTS ALL INTERSECTIONS 08 �' \ AND TURNS OF DIRECTION. SEE TRENCHING AND \\ + + + / + �+ + + + + + RESTRAINT DETAILS. Lu Z j 08 \\ + + + + + 8" PI 8" CLASS 200 PVC GASKETED MAIN LINE. LEEMCO DUCTILE N IRON FITTINGS WITH RESTRAINTS ALL INTERSECTIONS O 08 /, V + + + + + AND TURNS OF DIRECTION. SEE TRENCHING AND 08 \ + + + + RESTRAINT DETAILS. w \\ 8 C \\ + 1" CLASS 200 PVC SOLVENT WELD LATERAL LINE. SEE DETAIL 0 0 / \� \ 4, SHEET L3.16. 00 \ \ + + + + 2" CLASS 200 PVC SOLVENT WELD LATERAL LINE. SEE DETAIL 08 \ \\ 4, SHEET L3.16. W E11! / I \\ 08 \ + + + + — �+ +�' STEEL CASING FOR WILLIAMS PIPELINE EASEMENT. SEE \ \ + + + + + \ + SECTION DETAILS SHEET L3.16. E12 08 \\ �' 08 \\ + + + - \ —————————— CLASS 200 PVC SOLVENT WELD SLEEVE. o \ �� — _ PROVIDE SEPARATE SLEEVE FOR EACH PIPE, DATA CABLE, W E13 ►\� + + + , + + \ / / AND 2-WIRE. SLEEVES SHALL BE TWICE THE SIZE OF PIPE. Q Lin E14 �/ \\ \\ + i DATA AND 2-WIRE SLEEVES SHALL BE 3". / 08 PE89 PE89 DATA COMMUNICATION CABLE. EXTEND TWO ROUTES O AS SHOWN TO COMPLETE CONNECTION BETWEEN Q E15 .� ' 08 / / 08 \\ � J +� 7 + + EXISTING CCU AND ALL SATELLITE CONTROLLERS. Z E 2-WIRE PATH FOR SATELLITE E. LETTER CORRESPONDS TO 0 r E16 / j \\ \\ U , + + + + SATELLITE ZONE NUMBER FOR CCU COMMUNICATION. USE a os \\ C 08 \\ + + + + + ORANGE COLORED WIRE. W F 2-WIRE PATH FOR SATELLITE F. LETTER CORRESPONDS TO � 08 / \�\ �\ � / �� �. SATELLITE ZONE NUMBER FOR CCU COMMUNICATION. USE VJ M PURPLE COLORED WIRE. � Q 0011 08 O8 04 \ \ G 2-WIRE PATH FOR SATELLITE G. LETTER CORRESPONDS TO + + + / SATELLITE ZONE NUMBER FOR CCU COMMUNICATION. USE � O g \ + + + BROWN COLORED WIRE. H 2-WIRE PATH FOR SATELLITE H. LETTER CORRESPONDS TO W = + j + SATELLITE ZONE NUMBER FOR CCU COMMUNICATION. USE W Q FL + PINK COLORED WIRE. I Q 2-WIRE PATH FOR SATELLITE I. LETTER CORRESPONDS TO Z > Q a O8 / 08 �- \\ \ ,` \\ + SATELLITE ZONE NUMBER FOR CCU COMMUNICATION. USE 08 \� V _ 6 + + GRAY COLORED WIRE. < 0 08 / \ os \\ J 2-WIRE PATH FOR SATELLITE J. LETTER CORRESPONDS TO \ + SATELLITE ZONE NUMBER FOR CCU COMMUNICATION. USE Q W GREEN COLORED WIRE. 08 a \ \ \ \ + + + CAP EXISTING LATERAL LINE. 0) T W 0 08 \\ \ \\ + + CONNECT TO EXISTING PVC PIPE. W CM CONNECT / --- \ G' \� EXISTING MAINLINE. RETAIN AND PROTECT. SEE PLAN FOR cm / 8 \ \ SIZE _ \08 8 \ EXISTING LATERAL LINE. RETAIN AND PROTECT o� p o� o \ 0 / 8 \ Job Number 1999 EXISTING LATERAL LINE. REMOVE OR ABANDON WILLIAMS PIPELINE EASEMENT. 75'WIDTH. REFER TO _ 'WILLIAMS DEVELOPERS HANDBOOK FOR CONSTRUCTION Drawn Checked G' GUIDELINES. SEE SECTIONS SHEET L3.16. JBA BWT 08 ;= 8 08 Scale AS SHOWN 8 8 C NOTE Sheet Title / t SEE SHEET L3.0 FOR NOTES \ IRRIGATION PLAN 08 / \\ AREA D tT .. , 8 PI 8 8 PI 8 PI 8" PI 8 PI 8 I 8 PI I 8 P \ / j V 08 E17 E18 E�19 8 \\ Sheet Number / \ NORTH 0 08 - •�.- \ 0' 20' 40' 60' L3m4 o0 /, III III \ SCALE I" - 20 (@ 24 Plotted Size) Of Sheets TCHL SEE SH 2.7 _ _ _ _ _ _ _ - \ 2.c Page 279 Item#11. I MATCHLINE SEE SHEET L2.2 I LEGEND Issue Description Date SYM DESCRIPTION BID SET 9-29-21 0 RAINBIRD 6504-PC. SEE DETAIL 5, SHEET L3.16. NOZZLE SIZE PER PLAN. + RAINBIRD 6504-FC. SEE DETAIL 5, SHEET L3.16. NOZZLE SIZE PER PLAN. OO RAINBIRD 5004+PCSAMR. SEE DETAIL 5, SHEET L3.16. NOZZLE SIZE PER PLAN. OO RAINBIRD 5004+FCSAMR. SEE DETAIL 5, SHEET L3.16. NOZZLE SIZE PER PLAN. C RAINBIRD 1806-PRS-15. SEE DETAIL 6, SHEET L3.16. SEE PLAN FOR PATTERN. USE MPR FOR QUARTER, HALF, AND FULL. USE VAN FOR OTHER PATTERNS. ���� OF 7dif�i C RAINBIRD 1806-PRS-12. SEE DETAIL 6, SHEET L3.16. SEE PLAN �•a�4 W FOR PATTERN. USE MPR FOR QUARTER, HALF, AND FULL. USE VAN FOR OTHER PATTERNS. e RAINBIRD 1806-PRS-10. SEE DETAIL 6, SHEET L3.16. SEE PLAN FOR PATTERN. USE MPR FOR QUARTER, HALF, AND FULL. USE VAN FOR OTHER PATTERNS. i LA-222 C RAINBIRD 1806-PRS-8. SEE DETAIL 6, SHEET L3.16. SEE PLAN FOR PATTERN. USE MPR FOR QUARTER, HALF, AND FULL. ��/��t �1L►`t;�� USE VAN FOR OTHER PATTERNS. RAINBIRD PESB-PRS-D REMOTE CONTROL VALVE AND ZONE NUMBER WITH TUCOR RKLD-050 DECODER. SEE DETAIL 4, SHEET L3.17. SIZE PER SCHEDULE SHEET L3.0. BALL VALVE AL 2" BALL VALVE IN LIEU OF REMOTE CONTROL VALVE FOR ■■■ .A■■► SOFTBALL INFIELD ZONES. SEE DETAIL 4, SHEET L3.17. 2 INCH WATER SERVICE 101 2" BALL VALVE FOR WASHING. (9) REQUIRED. SEE DETAIL 3, SHEET L3.18. JENSENBELTS O ® EXISTING REMOTE CONTROL VALVE. RETAIN AND PROTECT. ASSOCIATES IO EXISTING POP-UP I SPRINKLER. RETAIN AND PROTECT. Site Planning Landscape Architecture Urban Design EXISTING POP-UP SPRINKLER. REMOVE AND DELIVER TO OWNER. QUICK COUPLER RAINBIRD 44-RC 1" BRASS. SEE DETAIL 1, SHEET L3.17. Site Planning Q AIR RELIEF VALVE Landscape Architecture REUSE SALVAGED VALVES. SEE DETAIL 2, SHEET L3.17. DUCTILE IRON ISOLATION VALVE 1509 S Tyrell Ln., Ste 130 ►Tt REUSE SALVAGED VALVES WHEN APPLICABLE. SEE DETAIL Boise, Idaho 83706 CV 1, SHEET L3.18. Ph. (208) 343-7175 J MAINLINE CAP e—mail jba@jensenbelts.com n CAP 3' BEYOND ISOLATION VALVE. LEAVE 10' EXTRA DATA ILL] AND 2-WIRE IN 12" ROUND BOX DIRECTLY ABOVE CAP. ILL]= EXISTING PHASE 1 SAW RAINBIRD SATELLITE CONTROLLER AND ZONE NO. - NEW. W PARTS BY CONTRACTOR, OWNER ASSEMBLY, AND ILL] CONTRACTOR INSTALLATION. SEE SPECIFICATION 328400. ILL] EXIST SEE DETAIL 2, SHEET L3.18. U SAT-D EXISTING SATELLITE CONTROLLER AND ZONE. RETAIN AND III + + + PROTECT. Z_ 3" PI 3" CLASS 200 PVC GASKETED MAIN LINE. LEEMCO DUCTILE J IRON FITTINGS WITH RESTRAINTS ALL INTERSECTIONS 2 fi fi AND TURNS OF DIRECTION. SEE TRENCHING AND � + + + RESTRAINT DETAILS. Q 6" PI 6" CLASS 200 PVC GASKETED MAIN LINE. LEEMCO DUCTILE <r + + + + + + + O + IRON FITTINGS WITH RESTRAINTS ALL INTERSECTIONS + + + + + + + + AND TURNS OF DIRECTION. SEE TRENCHING AND t5"av RESTRAINT DETAILS. + + + + + 81ISD + + + + + 8" PI 8" CLASS 200 PVC GASKETED MAIN LINE. LEEMCO DUCTILE Z N SD � + �BISD + + + + + + + + + + IRON FITTINGS WITH RESTRAINTS ALL INTERSECTIONS O + I AND TURNS OF DIRECTION. SEE TRENCHING AND _ + + + + + + + + + + + RESTRAINT DETAILS. w 1" CLASS 200 PVC SOLVENT WELD LATERAL LINE. SEE DETAIL + + + + + + + + + + + + + + + + 4, SHEET L3.16. Q (0 + + + + + + + + + + + + + + 2" CLASS 200 PVC SOLVENT WELD LATERAL LINE. SEE DETAIL + + + 2�w + + + + + + + + + + + 4, SHEET L3.16. W STEEL CASING FOR WILLIAMS PIPELINE EASEMENT. SEE - + + + 2 W + + + + + SECTION DETAILS SHEET L3.16. ♦ , + + + + + + + + —————————— CLASS 200 PVC SOLVENT WELD SLEEVE. v Q 2Vy PROVIDE SEPARATE SLEEVE FOR EACH PIPE, DATA CABLE, W + + - + + + + + + + + + + + + AND 2-WIRE. SLEEVES SHALL BE TWICE THE SIZE OF PIPE. + + + + + + + + + + + + + + + + + DATA AND 2-WIRE SLEEVES SHALL BE 3". O PE89 PE89 DATA COMMUNICATION CABLE. EXTEND TWO ROUTES + + + + + + + + + + + + + + + AS SHOWN TO COMPLETE CONNECTION BETWEEN Q + __-- + + + + + + + + + + EXISTING CCU AND ALL SATELLITE CONTROLLERS. Z E — 2-WIRE PATH FOR SATELLITE E. LETTER CORRESPONDS TO + + + + + + + + + + + + + + + + + + SATELLITE ZONE NUMBER FOR CCU COMMUNICATION. USE a N + + + + + + + + + + + + + CV ORANGE COLORED WIRE. W v I J F — 2-WIRE PATH FOR SATELLITE F. LETTER CORRESPONDS TO + + + + + + + + + + + + + + + + +� + + SATELLITE ZONE NUMBER FOR CCU COMMUNICATION. USE VJ M W PURPLE COLORED WIRE. / = 2-WIRE PATH FOR SATELLITE G. LETTER CORRESPONDS TO + + + + + + + + + + + + + + + + + ±/ + + + SATELLITE ZONE NUMBER FOR CCU COMMUNICATION. USE O + + + + + + + + + + + + + +/ + + + + + BROWN COLORED WIRE. / W 2-WIRE PATH FOR SATELLITE H. LETTER CORRESPONDS TO W = + + + o l +I + + + + + + + + + + + + + /+ + + + -i + + � SATELLITE ZONE NUMBER FOR CCU COMMUNICATION. USE W Q + + + + + + + + +� + + + + / + + + + + + + rt rt ILL] PINK COLORED WIRE. ID + + + + + + + + + + + + + + + + + + + + + + + Z 2-WIRE PATH FOR SATELLITE I. LETTER CORRESPONDS TO Z > Q / J SATELLITE ZONE NUMBER FOR CCU COMMUNICATION. USE GRAY COLORED WIRE. Q O Z + + + + � + + + + + + + + + + + + + + + + + + + (� 2-WIRE PATH FOR SATELLITE J. LETTER CORRESPONDS TO Q SATELLITE ZONE NUMBER FOR CCU COMMUNICATION. USE c) W + + + + I + + + + + + + + + + + + + + + + + + + + + + + + Q GREEN COLORED WIRE. 2 CAP EXISTING LATERAL LINE. T + +\ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + CONNECT TO EXISTING PVC PIPE. Q — \ + + + + + + + + + +�+ + + O + + + + + + + + + + + + + + + + + + EXISTING MAINLINE. RETAIN AND PROTECT. SEE PLAN FOR `^1 \ + + +\+ + + + + +/ \+ + + + + + + + + + + + + + + + + + + + + + SIZE \\ - + + 00 + + + +/ + + + + + + + + + + + + + + + F EXISTING LATERAL LINE. RETAIN AND PROTECT \ L + + + + + + + � + + C= + + + + + + + + + + + + + + + + + Job Number 1999 \ \\ \ + + + + / + O + + + + + + + + + + + + EXISTING LATERAL LINE. REMOVE OR ABANDON \ + + / \ + + + + + + + + + + + + + WILLIAMS PIPELINE EASEMENT. 75' WIDTH. REFER TO WILLIAMS DEVELOPER'S HANDBOOK FOR CONSTRUCTION Drawn Checked \ O GUIDELINES. SEE SECTIONS SHEET L3.16. JBA BWT \\ + + O + + + + _ + Scale AS SHOWN \\ + + + + + + NOTE Sheet Title SEE SHEET L3.0 FOR NOTES + IRRIGATION PLAN _ 411S, _4"SS �� 4"SS — 4"! AREA E 02.0 4"W qvfi +4"W I_ +� Sheet Number I NORTH V 0' 20' 40' 60' 0 � L3 , 5 8 SCALE 1" = 20' (@ 24"x36" Plotted Size) Of Sheets 2.0 2.0 MATCHLINE SEE SHEET L2.8 Page 280 Item#11. MAT H NE SEE SHEET �4 - 08.. 2.0 LEGEND Issue 0 06 � -04,� IF Description Date / SYM DESCRIPTION -oo BID SET 9-29-21 / 0 RAINBIRD 6504-PC. SEE DETAIL 5, SHEET L3.16. NOZZLE SIZE PER PLAN. RAINBIRD 6504-FC. SEE DETAIL 5, SHEET L3.16. NOZZLE SIZE 0 / PER PLAN. OO RAINBIRD 5004+PCSAMR. SEE DETAIL 5, SHEET L3.16. NOZZLE SIZE PER PLAN. / O® RAINBIRD 5004+FCSAMR. SEE DETAIL 5, SHEET L3.16. NOZZLE o- v - 08 SIZE PER PLAN. ---- C RAINBIRD 1806-PRS-15. SEE DETAIL 6, SHEET L3.16. SEE PLAN FOR PATTERN. USE MPR FOR QUARTER, HALF, AND FULL. 08 8 ° USE VAN FOR OTHER PATTERNS. N'`�1110�111 ���� C 08 RAINBIRD 1806-PRS-12. SEE DETAIL 6, SHEET L3.16. SEE PLAN r7 G t 0 � � °<' FOR PATTERN. USE MPR FOR QUARTER, HALF, AND FULL. ° USE VAN FOR OTHER PATTERNS. •, ____ - a j e RAINBIRD 1806-PRS-10. SEE DETAIL 6, SHEET L3.16. SEE PLAN / ° A FOR PATTERN. USE MPR FOR QUARTER, HALF, AND FULL. + ° ° — — — — — — — USE VAN FOR OTHER PATTERNS. � LA-222 ti 08 / / 0 ° .0 6 RAINBIRD 1806-PRS-8. SEE DETAIL 6, SHEET L3.16. SEE PLAN FOR PATTERN. USE MPR FOR QUARTER, HALF, AND FULL. ��f/I�SCA�►����� USE VAN FOR OTHER PATTERNS. rl�111111<<� _ --- / ° t9 RAINBIRD PESB-PRS-D REMOTE CONTROL VALVE AND ZONE FL / / % NUMBER WITH TUCOR RKLD-050 DECODER. SEE DETAIL 4, SHEET L3.17. SIZE PER SCHEDULE SHEET L3.0. o0 / BALL VALVE� j< 08 _ w ,, � ° � 2" BALL VALVE IN LIEU OF REMOTE CONTROL VALVE FOR ■■■ .A■■r _ SOFTBALL INFIELD ZONES. SEE DETAIL 4, SHEET L3.17. 08 i 08 �� ��� 0 4. 2 INCH WATER SERVICE 2" BALL VALVE FOR WASHING. (9) REQUIRED. SEE DETAIL 3, 10) SHEET L3.18. JENSENBELTS 51 08 - ® EXISTING REMOTE CONTROL VALVE. RETAIN AND PROTECT. -- - ASSOCIATES a� 0 p O io Site Planning 3.0 EXISTING POP-UP SPRINKLER. RETAIN AND PROTECT. pg Landscape Architecture .0 Urban Design EXISTING POP-UP SPRINKLER. REMOVE AND DELIVER TO 4 OWNER. - QUICK COUPLER w / < RAINBIRD 44-RC 1" BRASS. SEE DETAIL 1, SHEET L3.17. Site Planning x_ Q AIR RELIEF VALVE Landscape Architecture 00 , REUSE SALVAGED VALVES. SEE DETAIL 2, SHEET L3.17. 0 r DUCTILE IRON ISOLATION VALVE 1509 S Tyrell Ln., Ste 130 �' ►T/ REUSE SALVAGED VALVES WHEN APPLICABLE. SEE DETAIL Boise, Idaho 83706 . - ' , L3.18. Ph. (208) 343-7175 1 SHEET � e-mail jba@jensenbelts.com _ - MAINLINE CAP 08 r I CAP 3' BEYOND ISOLATION VALVE. LEAVE 10' EXTRA DATA a�0tu 8 Q� AND 2-WIRE IN 12" ROUND BOX DIRECTLY ABOVE CAP. 08 a�- / � F09 co 0 SAW AND SATELLITE CONTROLLER AND ZONE NO. - NEW. 8 PARTS BY CONTRACTOR, OWNER ASSEMBLY, AND F1 CONTRACTOR INSTALLATION. SEE SPECIFICATION 328400. EXIST SEE DETAIL 2, SHEET L3.18. / SAT-D EXISTING SATELLITE CONTROLLER AND ZONE. RETAIN AND F11 / PROTECT. O8 3" PI 3" CLASS 200 PVC GASKETED MAIN LINE. LEEMCO DUCTILE F12 IRON FITTINGS WITH RESTRAINTS ALL INTERSECTIONS 08 i� AND TURNS OF DIRECTION. SEE TRENCHING AND 2 13 RESTRAINT DETAILS. 6" PI 6" CLASS 200 PVC GASKETED MAIN LINE. LEEMCO DUCTILE 08 - -- - 08 IRON FITTINGS WITH RESTRAINTS ALL INTERSECTIONS / 1 'b8 8 04 AND TURNS OF DIRECTION. SEE TRENCHING AND RESTRAINT DETAILS. -- --. , 26 - 8" PI 8" CLASS 200 PVC GASKETED MAIN LINE. LEEMCO DUCTILE N OS • • IRON FITTINGS WITH RESTRAINTS ALL INTERSECTIONS iv Ill I AND TURNS OF DIRECTION. SEE TRENCHING AND O i �` \ RESTRAINT DETAILS.12 1" CLASS 200 PVC SOLVENT WELD LATERAL LINE. SEE DETAIL 4, SHEET L3.16. Q 29 - 2" CLASS 200 PVC SOLVENT WELD LATERAL LINE. SEE DETAIL 0 $ / 8 8 0 8 08 4, SHEET L3.16. 08 / / STEEL CASING FOR WILLIAMS PIPELINE EASEMENT. SEE SECTION DETAILS SHEET L3.16. ' U ( � ---------- CLASS 200 PVC SOLVENT WELD SLEEVE. Q / W I PROVIDE SEPARATE SLEEVE FOR EACH PIPE, DATA CABLE, / a AND 2-WIRE. SLEEVES SHALL BE TWICE THE SIZE OF PIPE. DATA AND 2-WIRE SLEEVES SHALL BE 3". 08 PE89 PE89 DATA COMMUNICATION CABLE. EXTEND TWO ROUTES a / AS SHOWN TO COMPLETE CONNECTION BETWEEN I _ EXISTING CCU AND ALL SATELLITE CONTROLLERS. E — 2-WIRE PATH FOR SATELLITE E. LETTER CORRESPONDS TO Z SATELLITE ZONE NUMBER FOR CCU COMMUNICATION. USE (V 50 12 8 12 t� I ORANGE COLORED WIRE. CM 0$ F 2-WIRE PATH FOR SATELLITE F. LETTER CORRESPONDS TO ' SATELLITE ZONE NUMBER FOR CCU COMMUNICATION. USE PURPLE COLORED WIRE. 2-WIRE PATH FOR SATELLITE G. LETTER CORRESPONDS TO 00 Q� N SATELLITE ZONE NUMBER FOR CCU COMMUNICATION. USE BROWN COLORED WIRE. 2-WIRE PATH FOR SATELLITE H. LETTER CORRESPONDS TO W = 8 a0 W SATELLITE ZONE NUMBER FOR CCU COMMUNICATION. USE W Q LJJ PINK COLORED WIRE. ID � 08 I U) 2-WIRE PATH FOR SATELLITE I. LETTER CORRESPONDS TO Z > SATELLITE ZONE NUMBER FOR CCU COMMUNICATION. USE 08 O 08 I W GRAY COLORED WIRE. Q Z 2-WIRE PATH FOR SATELLITE J. LETTER CORRESPONDS TO 08 CO SATELLITE ZONE NUMBER FOR CCU COMMUNICATION. USE o w / 00 I z GREEN COLORED WIRE. Q 08/ _ J E CAP EXISTING LATERAL LINE. T W / \ a- U CONNECT TO EXISTING PVC PIPE. 04W / F14 Zo CMQ EXISTING MAINLINE. RETAIN AND PROTECT. SEE PLAN FOR / - F15 L SIZE 0 / F16 EXISTING LATERAL LINE. RETAIN AND PROTECT Job Number 1999 / 8 v OS g - EXISTING LATERAL LINE. REMOVE OR ABANDON cos I / ----,-'� WILLIAMS PIPELINE EASEMENT. 75' WIDTH. REFER TO cc WILLIAMS DEVELOPER'S HANDBOOK FOR CONSTRUCTION Drawn Checked 0 / w 2W W F19 GUIDELINES. SEE SECTIONS SHEET L3.16. JBA BWT F20 I I— Scale AS SHOWN I F21 I NOTE Sheet Title G11 NEW - - rffSEE SHEET L3.0 FOR NOTES SAT-F IRRIGATION PLAN 08 G 1 P 8 P E 9 04 0 04 - -- - - 0 06 11 Ill04 AREA G -- — -- G1 �O o G 1 o_ I I Og Sheet Number L NORTH _ - a 0' 20' 40' 60' L J 00 8S 8S 8� L3m7 / • / / G09 G08 G07 4 � �4W 4W SCALE 1" = 20' (@ 24"x36" Plotted Size) 0 Of Sheets 08 MATCHLINE SEE SHEET L2.10 Page281 Item#11. MATC INE SEE SHEET L2.5 - - LEGEND �a.o 0 ' Issue 2.0 Description Date SYM DESCRIPTION 17 BID SET 9-29-21 C \ \ \ - + 01 T T 0RAINBIRD 6504-PC. SEE DETAIL 5, SHEET L3.16. NOZZLE SIZE 4.0 4.0 A + + + + PER PLAN. + + + + + + + RAINBIRD 6504-FC. SEE DETAIL 5, SHEET L3.16. NOZZLE SIZE PER PLAN. 3. \ — OO RAINBIRD 5004+PCSAMR. SEE DETAIL 5, SHEET L3.16. NOZZLE —� SIZE PER PLAN. 4.0 iUC/ \\\ + + + "W o' 8"W ��+' OO RAINBIRD 5004+FCSAMR. SEE DETAIL 5, SHEET L3.16. NOZZLE 3 0 \ + + + + + ! —� - + III SIZE PER PLAN. C \ \\ + `{ C RAINBIRD 1806-PRS-15. SEE DETAIL 6, SHEET L3.16. SEE PLAN \ I FOR PATTERN. USE MPR FOR QUARTER, HALF, AND FULL \ + I USE VAN FOR OTHER PATTERNS. OFd���i C RAINBIRD 1806-PRS-12. SEE DETAIL 6, SHEET L3.16. SEE PLAN \\ \\ FOR PATTERN. USE MPR FOR QUARTER, HALF, AND FULL. USE VAN FOR OTHER PATTERNS. \ I e RAINBIRD 1806-PRS-10. SEE DETAIL 6, SHEET L3.16. SEE PLAN FOR PATTERN. USE MPR FOR QUARTER, HALF, AND FULL. r + USE VAN FOR OTHER PATTERNS. i LA-222 6 RAINBIRD 1806-PRS-8. SEE DETAIL 6, SHEET L3.16. SEE PLAN FOR PATTERN. USE MPR FOR QUARTER, HALF, AND FULL. 5 ,`,��t \ �I USE VAN FOR OTHER PATTERNS. �r►�Nl1111►�► 4. / �, \ RAINBIRD PESB-PRS-D REMOTE CONTROL VALVE AND ZONE / ¢ \ I NUMBER WITH TUCOR RKLD-050 DECODER. SEE DETAIL 4, I / 08 \ \ SHEET L3.17. SIZE PER SCHEDULE SHEET L3.0. BALL VALVE S AL . 2" BALL VALVE IN LIEU OF REMOTE CONTROL VALVE FOR ■■■ ■■► / O C -- 0 \\\ i ------------- I SOFTBALL INFIELD ZONES. SEE DETAIL 4, SHEET L3.17. 2 INCH WATER SERVICE ' 3� � \ \,� 101 2" BALL VALVE FOR WASHING. (9) REQUIRED. SEE DETAIL 3, / A 08 �' A \ SHEETL3.18. JENSENBELTS / EXISTING REMOTE CONTROL VALVE. RETAIN AND PROTECT. • \ 08 \ MW / ASSOCIATES i 4 / 08 \ 5� EXISTING POP-UP SPRINKLER. RETAIN AND PROTECT. Site Planning R O _ Landscape Architecture Urban Design EXISTING POP-UP SPRINKLER. REMOVE AND DELIVER TO / AN \ 61 \\ I OWNER. A 1 A i r) QUICK COUPLER \ 08 (2 ° \ / ' RAINBIRD 44-RC 1" BRASS. SEE DETAIL 1, SHEET L3.17. Site Planning \\ ® AIR RELIEF VALVE Landscape Architecture O REUSE SALVAGED VALVES. SEE DETAIL 2, SHEET L3.17. - / 08 \ DUCTILE IRON ISOLATION VALVE 1509 S Tyrell Ln., Ste 130 \ G \ ►L REUSE SALVAGED VALVES WHEN APPLICABLE. SEE DETAIL Boise, Idaho 83706 1, SHEET L3.18. Ph. (208) 343-7175 \ O \ MAINLINE CAP e—mail jba®jensenbelts.com y j n CAP BEYOND ISOLATION VALVE. LEAVE 10' EXTRA DATA AND 2-WIRE IN 12" ROUND BOX DIRECTLY ABOVE CAP.3' 08 �i A\ " NEW RAINBIRD SATELLITE CONTROLLER AND ZONE NO. - NEW. 08 ° \ — + + PARTS BY CONTRACTOR, OWNER ASSEMBLY, AND CONTRACTOR INSTALLATION. SEE SPECIFICATION 328400. 08 SEE DETAIL 2, SHEET L3.18. I` EATT EXISTING SATELLITE CONTROLLER AND ZONE. RETAIN AND PROTECT. 3" PI 3" CLASS 200 PVC GASKETED MAIN LINE. LEEMCO DUCTILE ,f gyp,, 4 00 I I A \ \ ''` PLACE EXISITING 8X8X6 IRON FITTINGS WITH RESTRAINTS ALL INTERSECTIONS 08 G' \\ / DI TEE W/8X8X8 DI TEE. AND TURNS OF DIRECTION. SEE TRENCHING AND REUSE TEE. REMOVE RESTRAINT DETAILS. EXIST 6" ISOLATION AND 6" PI 6" CLASS 200 PVC GASKETED MAIN LINE. LEEMCO DUCTILE AIR RELIEF. REUSE IRON FITTINGS WITH RESTRAINTS ALL INTERSECTIONS F06 O ELSEWHERE ON SITE. AND TURNS OF DIRECTION. SEE TRENCHING AND I / \ INSTALL NEW 8" RESTRAINT DETAILS. ISOLATION VALVE. 8" PI 8" CLASS 200 PVC GASKETED MAIN LINE. LEEMCO DUCTILE (, IRON FITTINGS WITH RESTRAINTS ALL INTERSECTIONS O 08 I F04 F03 \\ 06 J AND TURNS OF DIRECTION. SEE TRENCHING AND V - \ RESTRAINT DETAILS. I F02 LLI 1" CLASS 200 PVC SOLVENT WELD LATERAL LINE. SEE DETAIL F01 EXIST W 4, SHEET L3.16. Q I I \\ \\ EXIST 2" CLASS 200 PVC SOLVENT WELD LATERAL LINE. SEE DETAIL 4, SHEET L3.16. I-I_I STEEL CASING FOR WILLIAMS PIPELINE EASEMENT. SEE � SECTION DETAILS SHEET L3.16. LU —————————— CLASS 200 PVC SOLVENT WELD SLEEVE. 0 08 PROVIDE SEPARATE SLEEVE FOR EACH PIPE, DATA CABLE, W z \ AND 2-WIRE. SLEEVES SHALL BE TWICE THE SIZE OF PIPE. Q \ (2 J DATA AND 2-WIRE SLEEVES SHALL BE 3". = PE89 PE89 DATA COMMUNICATION CABLE. EXTEND TWO ROUTES O AS SHOWN TO COMPLETE CONNECTION BETWEENIn cr \ 08�% EXISTING CCU AND ALL SATELLITE CONTROLLERS. _- 08 \ � E 2-WIRE PATH FOR SATELLITE E. LETTER CORRESPONDS TO Z D34 \ SATELLITE ZONE NUMBER FOR CCU COMMUNICATION. USE a N ORANGE COLORED WIRE. W W + D33 \,o� F 2-WIRE PATH FOR SATELLITE F. LETTER CORRESPONDS TO _ / A� D32 \ SATELLITE ZONE NUMBER FOR CCU COMMUNICATION. USE VJ M 04 \ \ 08 \ PURPLE COLORED WIRE. Q Z Q� A G 2-WIRE PATH FOR SATELLITE G. LETTER CORRESPONDS TO D31 A\ W � + 'i �' -_ SATELLITE ZONE NUMBER FOR CCU COMMUNICATION. USE O a BROWN COLORED WIRE. _— H 2-WIRE PATH FOR SATELLITE H. LETTER CORRESPONDS TO � w = Z61 SATELLITE ZONE NUMBER FOR CCU COMMUNICATION. USE Q - PINK COLORED WIRE. Z \ \\ \ A\ I 2-WIRE PATH FOR SATELLITE I. LETTER CORRESPONDS TO Z > Q G SATELLITE ZONE NUMBER FOR CCU COMMUNICATION. USE 08 GRAY COLORED WIRE. a O Z 2-WIRE PATH FOR SATELLITE J. LETTER CORRESPONDS TO SATELLITE ZONE NUMBER FOR CCU COMMUNICATION. USE Q W WILLIAMS ROSS-SECTION NO. 2, 08 GREEN COLORED WIRE. Z S ETAIL ,SHEET L3.16 CAP EXISTING LATERAL LINE. r 08 \ LU CV \ CONNECT TO EXISTING PVC PIPE. r LU - cm 2 I \ EXISTING MAINLINE. RETAIN AND PROTECT. SEE PLAN FOR A G' 08 SIZE EXISTING LATERAL LINE. RETAIN AND PROTECT EXISTING LATERAL LINE. REMOVE OR ABANDON Job Number 1999 I • \ �, WILLIAMS PIPELINE EASEMENT. 75'WIDTH. REFER TO WILLIAMS DEVELOPER'S HANDBOOK FOR CONSTRUCTION Drawn Checked I ' I GUIDELINES. SEE SECTIONS SHEET L3.16. JBA BWT I 08 \ G 08 Scale AS SHOWN NOTE I I 08 \ \ Sheet Title SEE SHEET L3.0 FOR NOTES (DO ' v v IRRIGATION PLAN AREA H Aj V J 01 08 J0206 i ------�— ———————— ------�— ———————— � 03 Sheet Number A -- �� a; \ — — — - V J - -- NORTH L3m8 0' 20' 40' 60' R� 8S 8S 8S 8S 8S 8S 8S _ 8S � ------- - SCALE I" = 20' (@ 24"x36" Plotted Size) Of Sheets MATCHLINE SEE SHEET L2.11s ------ — -------- -------- Page282 Item#11. _ MATCHLINE SEE SHEET L2.6 _ - + t �- i ' ' LEGEND Issue _ Description Date + + + - — \ - SYM DESCRIPTION BID SET 9-29-21 + + + + + + N_ — I 00 0 RAINBIRD 6504-PC. SEE DETAIL 5, SHEET L3.16. NOZZLE SIZE + + + + + + + + \ I I PER PLAN. + + + + + + + + + + 08 RAINBIRD 6504-FC. SEE DETAIL 5, SHEET L3.16. NOZZLE SIZE PER PLAN. + + + + + + + + + + + + + I OO RAINBIRD 5004+PCSAMR. SEE DETAIL 5, SHEET L3.16. NOZZLE + + + + + + + + + + + + SIZE PER PLAN. OO RAINBIRD 5004+FCSAMR. SEE DETAIL 5, SHEET L3.16. NOZZLE - + + + + + + + + + + D19 C SIZE PER PLAN. O - C RAINBIRD 1806-PRS-15. SEE DETAIL 6, SHEET L3.16. SEE PLAN + + + + + + + + + + + + + I Q I FOR PATTERN. USE MPR FOR QUARTER, HALF, AND FULL. + + + + + + + + + X I USE VAN FOR OTHER PATTERNS. ��� 0Fd���i �X\ 8S C RAINBIRD 1806-PRS-12. SEE DETAIL 6, SHEET L3.16. SEE PLAN + + + + + + + + + + z FOR PATTERN. USE MPR FOR QUARTER, HALF, AND FULL. -� + + + + + + + + + + O e ER PATTERNS. RAINBIRD 806-PRS-VAN FOR H0. SEE DETAIL 6 SHEET L3.16. SEE PLAN + + + + + + + + + + + Ca' 08 FOR PATTERN. USE MPR FOR QUARTER, HALF, AND FULL. + + + + + + + + - /+ + G/ I USE VAN FOR OTHER PATTERNS. ` LA-222 ti + + + + + + + + + + + I / C RAINBIRD 1806 PRS 8. SEE DETAIL 6, SHEET L3.16. SEE PLAN oo FOR PATTERN. USE MPR FOR QUARTER, HALF, AND FULL. !l C& 4- + + + + + + 0 + + I U USE VAN FOR OTHER PATTERNS. Uj RAINBIRD PESB-PRS-D REMOTE CONTROL VALVE AND ZONE NUMBER WITH TUCOR RKLD-050 DECODER. SEE DETAIL 4, ' SHEET L3.17. SIZE PER SCHEDULE SHEET L3.0. BALL VALVE AL e 2" BALL VALVE IN LIEU OF REMOTE CONTROL VALVE FOR ■■■ .A■■► + NEE SOFTBALL INFIELD ZONES. SEE DETAIL 4, SHEET L3.17. ��"NorIr rt + + CO 0� J 2 INCH WATER SERVICE 101 2" BALL VALVE FOR WASHING. (9) REQUIRED. SEE DETAIL 3, + + 0 SHEET L3.18. 08 08 U I� ® EXISTING REMOTE CONTROL VALVE. RETAIN AND PROTECT. JENSENBELTS ASSOCIATES w O EXISTING POP-UP SPRINKLER. RETAIN AND PROTECT. Site Planning J Landscape Architecture Urban Design n J EXISTING POP-UP SPRINKLER. REMOVE AND DELIVER TO + I c° O OWNER. - I U QUICK COUPLER RAINBIRD 44-RC 1" BRASS. SEE DETAIL 1, SHEET L3.17. Site Planning z Q AIR RELIEF VALVE Landscape Architecture tiCa��� I REUSE SALVAGED VALVES. SEE DETAIL 2, SHEET L3.17. w DUCTILE IRON ISOLATION VALVE 1509 S Tyrell Ln., Ste 130 z ►Tt REUSE SALVAGED VALVES WHEN APPLICABLE. SEE DETAIL Boise, Idaho 83706 1, SHEET L3.18. Ph. (208) 343-7175 8 - � MAINLINE CAP e—mail jba®jensenbelts.com >4 x n CAP 3' BEYOND ISOLATION VALVE. LEAVE 10' EXTRA DATA 9 8 AND 2-WIRE IN 12" ROUND BOX DIRECTLY ABOVE CAP. NEW RAINBIRD SATELLITE CONTROLLER AND ZONE NO. - NEW. J 8 SAT-J PARTS BY CONTRACTOR, OWNER ASSEMBLY, AND I CONTRACTOR INSTALLATION. SEE SPECIFICATION 328400. Cn EXIST I^ J7 _ SEE DETAIL 2, SHEET L3.18. J 6 � 00 SAT D EXISTING SATELLITE CONTROLLER AND ZONE. RETAIN AND � " - PROTECT. JA5 3" PI 3" CLASS 200 PVC GASKETED MAIN LINE. LEEMCO DUCTILE EXISTING PHASE 1 + + IRON FITTINGS WITH RESTRAINTS ALL INTERSECTIONS + 0 J4 AND TURNS OF DIRECTION. SEE TRENCHING AND ° RESTRAINT DETAILS. J 3 6" PI 6" CLASS 200 PVC GASKETED MAIN LINE. LEEMCO DUCTILE JJ2 08 IRON FITTINGS WITH RESTRAINTS ALL INTERSECTIONS 00 AND TURNS OF DIRECTION. SEE TRENCHING AND RESTRAINT DETAILS. 8" PI 8" CLASS 200 PVC GASKETED MAIN LINE. LEEMCO DUCTILE Z N IRON FITTINGS WITH RESTRAINTS ALL INTERSECTIONS O AND TURNS OF DIRECTION. SEE TRENCHING AND RESTRAINT DETAILS. CL 1 CLASS 200 PVC SOLVENT WELD LATERAL LINE. SEE DETAIL W 08 4 SHEET L3.16. 00 Q 08 + 1 2 CLASS 200 PVC SOLVENT WELD LATERAL LINE. SEE DETAIL J I 4, SHEET L3.16. STEEL CASING FOR WILLIAMS PIPELINE EASEMENT. SEE w ,` I SECTION DETAILS SHEET L3.16. r ' _ —————————— CLASS 200 PVC SOLVENT WELD SLEEVE. �•/ Q f) 08 PROVIDE SEPARATE SLEEVE FOR EACH PIPE, DATA CABLE, W W I AND 2-WIRE. SLEEVES SHALL BE TWICE THE SIZE OF PIPE. W Q ILL] I DATA AND 2-WIRE SLEEVES SHALL BE 3". O U) 08 PE89 PE89 DATA COMMUNICATION CABLE. EXTEND TWO ROUTES AS SHOWN TO COMPLETE CONNECTION BETWEEN Q z + 08 I EXISTING CCU AND ALL SATELLITE CONTROLLERS. J E — 2-WIRE PATH FOR SATELLITE E. LETTER CORRESPONDS TO SATELLITE ZONE NUMBER FOR CCU COMMUNICATION. USE a N ORANGE COLORED WIRE. 2-WIRE PATH FOR SATELLITE F. LETTER CORRESPONDS TO < + + + + V" 08 SATELLITE ZONE NUMBER FOR CCU COMMUNICATION. USE VJ N CO�o I PURPLE COLORED WIRE. + + + + 8 2-WIRE PATH FOR SATELLITE G. LETTER CORRESPONDS TO 00 SATELLITE ZONE NUMBER FOR CCU COMMUNICATION. USE O Az- �- + + rt I 08 x BROWN COLORED WIRE. 2-WIRE PATH FOR SATELLITE H. LETTER CORRESPONDS TO W = SATELLITE ZONE NUMBER FOR CCU COMMUNICATION. USE W a \ \ _ PINK COLORED WIRE. 2- + Z+ + + + 08 I WIRE PATH FOR SATELLITE I. LETTER CORRESPONDS TO Q + + + SATELLITE ZONE NUMBER FOR CCU COMMUNICATION. USE GRAY COLORED WIRE. Q O Z \ \ I 2-WIRE PATH FOR SATELLITE J. LETTER CORRESPONDS TO + _ 0 SATELLITE ZONE NUMBER FOR CCU COMMUNICATION. USE Q W GREEN COLORED WIRE. CAP EXISTING LATERAL LINE. T cc \ ° 08 CONNECT TO EXISTING PVC PIPE. r W 08 J31 J30 J2 J28 2 08 08 EXISTING MAINLINE. RETAIN AND PROTECT. SEE PLAN FOR N \ 0 SIZE 08 8 � EXISTING LATERAL LINE. RETAIN AND PROTECT 08 Job Number 1999 EXISTING LATERAL LINE. REMOVE OR ABANDON 8 08 $ a \ CONNECT TO EXI I WILLIAMS PIPELINE EASEMENT. 75' WIDTH. REFER TO \ OS 1 " DI MAIN. R€- N XI ` JBA BWT WILLIAMS DEVELOPER'S HANDBOOK FOR CONSTRUCTION Drawn Checked \ ISOLATION ALVE. GUIDELINES. SEE SECTIONS SHEET L3.16. 08 REM VE AND R SE AIR \ �RELI F VALVE ON SITE Scale AS SHOWN \ I III 08 ELSEWHER ' NOTE G' 04 a Sheet Title \ 00 08 SEE SHEET L3.0 FOR NOTES \\ 08 08 , IRRIGATION PLAN AREA \ ° v 08 03 08 6 \ • 10 08 i Sheet Number \ 4 � \ I - NORTH L3 ,. 9 J0 \\ 8 ° 08 _ SCALE 1" = 20' (@ 24"x36" Plotted Size) Of Sheets \v 06 MA TC NE SE SHEET L2.12 Page 283 Item#11. ,\ MATCHLINE SEE S\ 06 HEET L2.9 _ �L 06 LEGEND Issue SYM DESCRIPTION 06 0 \ \ - I I \ \ 0 08 Description Date \ �' ✓ \ \\\ �' \\ • � _,, O8 � + BID SET 9-29-21 00 RAINBIRD 6504-PC. SEE DETAIL 5, SHEET L3.16. NOZZLE SIZE \ 10 \ r PER PLAN. RAINBIRD 6504-FC. SEE DETAIL 5, SHEET L3.16. NOZZLE SIZE \\ �, \ • • of Q� PER PLAN. I 08 8 \ 1Q `b O RAINBIRD 5004+PCSAMR. SEE DETAIL 5, SHEET L3.16. NOZZLE _ �� �� SIZE PER PLAN. RAINBIRD 5004+FCSAMR. SEE DETAIL 5, SHEET L3.16. NOZZLE 08 ' \ • SIZE PER PLAN. ,p L 08 A • C RAINBIRD 1806-PRS-15. SEE DETAIL 6, SHEET L3.16. SEE PLAN -ps 8 06 �`� FOR PATTERN. USE MPR FOR QUARTER, HALF, AND FULL. \ %�r►�ti�u�lrt��r \ i Q USE VAN FOR OTHER PATTERNS. i g C RAINBIRD 1806-PRS-12. SEE DETAIL 6, SHEET L3.16. SEE PLAN =NN �'GW. � �r _- - - A� FOR PATTERN. USE MPR FOR QUARTER, HALF, AND FULL. 08 i USE VAN FOR OTHER PATTERNS. 8 \ e RAINBIRD 1806-PRS-10. SEE DETAIL 6, SHEET L3.16. SEE PLAN _7. \ G' 08 \\ � � FOR PATTERN. USE MPR FOR QUARTER, HALF, AND FULL. \ 7 � o � � � USE VAN FOR OTHER PATTERNS. � LA �� C RAINBIRD 1806-PRS-8. SEE DETAIL 6, SHEET L3.16. SEE PLAN FOR PATTERN. USE MPR FOR QUARTER, HALF, AND FULL. t�lt�Nl111LL�► o � USE VAN FOR OTHER PATTERNS. \ \ RAINBIRD PESB-PRS-D REMOTE CONTROL VALVE AND ZONE \ � �' \ _ 08 NUMBER WITH TUCOR RKLD-050 DECODER. SEE DETAIL 4, ,0 08 \ 08 2 � J SHEET L3.17. SIZE PER SCHEDULE SHEET L3.0. 06 \ o BALL VALVE .J L 0 9 08 \ J 3 0 2" BALL VALVE IN LIEU OF REMOTE CONTROL VALVE FOR ■■■ .A■■F 10 �' A SOFTBALL INFIELD ZONES. SEE DETAIL 4, SHEET L3.17. L \ '� 2 � � � � 2 INCH WATER SERVICE ca— 1 101 2" BALL VALVE FOR WASHING. (9) REQUIRED. SEE DETAIL 3, J12 �' \ I \ J21 SHEET L3.18. 2W , JENSENBELTS J20 ® EXISTING REMOTE CONTROL VALVE. RETAIN AND PROTECT. 08 \\ 1 ASSOCIATES O EXISTING POP-UP SPRINKLER. RETAIN AND PROTECT. Site Planning 08 \ >' 1 Landscape Architecture r n Design U Urban // �S - - 0 / \ L os \\ J1 I EXISTING POP-UP SPRINKLER. REMOVE AND DELIVER TO OWNER. QUICK COUPLER Site Planning RAINBIRD 44-RC 1 BRASS. SEE DETAIL 1, SHEET L3.17. 9 08 ® AIR RELIEF VALVE Landscape Architecture G' \ _ 08 \ � E DETAIL SHEET L3.17. � REUSE SALVAGED VALVES SE 2 DUCTILE IRON ISOLATION VALVE 1509 S Tyrell Ln., Ste 130 \ 08 REUSE SALVAGED VALVES WHEN APPLICABLE. SEE DETAIL Boise, Idaho 83706 Ph. (208) 343-7175 1 1, SHEET L3.18. e—mail jba@jensenbelts.com n MAINLINE CAP 0 WILLIAMS CROSS-%EGTION NO. 3, 1 CAP 3' BEYOND ISOLATION VALVE. LEAVE 10' EXTRA DATA `S6' SEE DETAILHEET L3.16 1 AND 2-WIRE IN 12" ROUND BOX DIRECTLY ABOVE CAP. J NEW RAINBIRD SATELLITE CONTROLLER AND ZONE NO. - NEW. \ O8� - SAT-J W � � � PARTS BY CONTRACTOR, OWNER ASSEMBLY, AND W ® �� �' L \ CONTRACTOR INSTALLATION. SEE SPECIFICATION 328400. �. \ � SEE DETAIL 2, SHEET L3.18. / , d'9\ \ G os \ 08 EAT T EXISTING SATELLITE CONTROLLER AND ZONE. RETAIN AND W ° / / \ \ �, \ PROTECT. L.LI ° ° / \ ' 3" PI 3" CLASS 200 PVC GASKETED MAIN LINE. LEEMCO DUCTILE / \ 08 �' \ IRON FITTINGS WITH RESTRAINTS ALL INTERSECTIONS W AND TURNS OF DIRECTION. SEE TRENCHING AND z \ \ RESTRAINT DETAILS. 6" PI 6" CLASS 200 PVC GASKETED MAIN LINE. LEEMCO DUCTILE U ° IRON FITTINGS WITH RESTRAINTS ALL INTERSECTIONS \ AND TURNS OF DIRECTION. SEE TRENCHING AND 08 ° = RESTRAINT DETAILS. ° d'9 8" PI 8" CLASS 200 PVC GASKETED MAIN LINE. LEEMCO DUCTILE Z N a \ 10. \ J13 � � IRON FITTINGS WITH RESTRAINTS ALL INTERSECTIONS J14 �' \ AND TURNS OF DIRECTION. SEE TRENCHING AND j RESTRAINT DETAILS. ° SAT J \\ \\ It 1" CLASS 200 PVC SOLVENT WELD LATERAL LINE. SEE DETAIL J15 �, 08 \ 4, SHEET L3.16. J16 \\ 2" CLASS 200 PVC SOLVENT WELD LATERAL LINE. SEE DETAIL w 4, SHEET L3.16. \ STEEL CASING FOR WILLIAMS PIPELINE EASEMENT. SEE -- SECTION DETAILS SHEET L3.16. —————————— CLASS 200 PVC SOLVENT WELD SLEEVE. Q 08; \ PROVIDE SEPARATE SLEEVE FOR EACH PIPE, DATA CABLE, w \\ G \\ AND 2-WIRE. SLEEVES SHALL BE TWICE THE SIZE OF PIPE. Q �• DATA AND 2-WIRE SLEEVES SHALL BE 3". PE89 PE89 DATA COMMUNICATION CABLE. EXTEND TWO ROUTES O AS SHOWN TO COMPLETE CONNECTION BETWEEN • \ \ EXISTING CCU AND ALL SATELLITE CONTROLLERS. Z G' \ E 2-WIRE PATH FOR SATELLITE E. LETTER CORRESPONDS TO \ J SATELLITE ZONE NUMBER FOR CCU COMMUNICATION. USE < < (V - V ORANGE COLORED WIRE. w c4� ' I g C \ \ F 2-WIRE PATH FOR SATELLITE F. LETTER CORRESPONDS TO C,' SATELLITE ZONE NUMBER FOR CCU COMMUNICATION. USE � I \V PURPLE COLORED WIRE. G 2-WIRE PATH FOR SATELLITE G. LETTER CORRESPONDS TO 8 � �" �' \\ SATELLITE ZONE NUMBER FOR CCU COMMUNICATION. USE BROWN COLORED WIRE. O • ' ` � � � \ H 2-WIRE PATH FOR SATELLITE H. LETTER CORRESPONDS TO a w = L06 \ \ �' \\ SATELLITE ZONE NUMBER FOR CCU COMMUNICATION. USE Q 8 dOIS o os 08 08 � V PINK COLORED WIRE. 2-WIRE PATH FOR SATELLITE I. LETTER CORRESPONDS TO Z > Q _ SATELLITE ZONE NUMBER FOR CCU COMMUNICATION. USE 8 L a 6' GRAY COLORED WIRE. a O Z ` I 0 J 2-WIRE PATH FOR SATELLITE J. LETTER CORRESPONDS TO \ SATELLITE ZONE NUMBER FOR CCU COMMUNICATION. USE o wa 8� � L GREEN COLORED WIRE. Q --- w \\ 6 CAP EXISTING LATERAL LINE. T - _ _ Y \ \\ \ CONNECT TO EXISTING PVC PIPE. w r w I N Cn 8 7 8w _ _ I bo \\ !, EXISTING MAINLINE. RETAIN AND PROTECT. SEE PLAN FOR 8W - - - - - - I \ \ �, SIZE 106 - - - - \ 105 104 103 6 P/1 — — r 8W \ EXISTING LATERAL LINE. RETAIN AND PROTECT 8W \ Job Number 1999 — ` _ EXISTING LATERAL LINE. REMOVE OR ABANDON 6 • � -r— � _8W � � \ G a gW \\ WILLIAMS PIPELINE EASEMENT. 75'WIDTH. REFER TO Y WILLIAMS DEVELOPER'S HANDBOOK FOR CONSTRUCTION Drawn Checked 6 \ \ GUIDELINES. SEE SECTIONS SHEET L3.16. JBA BWT H� PI 6"P/ \ �'� Scale AS SHOWN 6„p/ - \ \\\ NOTE Sheet Title 6���'/ I \ \ SEE SHEET L3.0 FOR NOTES 611P/ I IRRIGATION PLAN 6" PI 6" PI 6" PI w `\ AREA L d� Sheet Number bo / NORTH / I I ° 20' 40' 60' L31. 12 SCALE I" = 20' (@ 24"x36" Plotted Size) Of Sheets MATCHLINE SEE SHEET L2.15 Page 284 Item#11. Issue Description Date BID SET 9-29-21 NOTES: NOTES: NOTES: • 18" STEEL CASING WITH RUBBER BOOTS AT ENDS TO SEAL. • 18" STEEL CASING WITH RUBBER BOOTS AT ENDS TO SEAL. • 18" STEEL CASING WITH RUBBER BOOTS AT ENDS TO SEAL. • 8" CL 200 GASKETED PRESSURE IRRIGATION WITH LEEMCO 8" CL 200 GASKETED PRESSURE IRRIGATION WITH LEEMCO 0 8" CL 200 GASKETED PRESSURE IRRIGATION WITH LEEMCO LPP RESTRAINTS. USE PLASTIC SKIDS TO CENTER PIPE IN LPP RESTRAINTS. USE PLASTIC SKIDS TO CENTER PIPE IN LPP RESTRAINTS. USE PLASTIC SKIDS TO CENTER PIPE IN CASING. CASING. CASING. • INCLUDE (2) 3" CL 200 PVC SOLVENT WELD SLEEVES AT • INCLUDE (2) 3" CL 200 PVC SOLVENT WELD SLEEVES AT • INCLUDE (2) 3" CL 200 PVC SOLVENT WELD SLEEVES AT BOTTOM OF TRENCH FOR IRRIGATION LOW VOLTAGE BOTTOM OF TRENCH FOR IRRIGATION LOW VOLTAGE BOTTOM OF TRENCH FOR IRRIGATION LOW VOLTAGE ►��1�IIlrlly�� COMMUNICATION WIRES. COMMUNICATION WIRES. COMMUNICATION WIRES. �1 ❑Fd�i�i -0+80 -0+60 -0+40 -0+20 0+00 0+20 0+40 0+60 0+80 1+00 1+20 1+40 -0+80 -0+60 -0+40 -0+20 0+00 0+20 0+40 0+60 0+80 1+00 1+20 1+40 -0+80 -0+60 -0+40 -0+20 0+00 0+20 0+40 0+60 0+80 1+00 1+20 1+40 2754 2758 2760 2760 � I I I I I I 2752 2752 2756 j 5.00' j 2756 75.00' j 2758 LA-222 ,{LWILLIAMS ENT 2750 LINE-7' �WIL ESEME IAMS AP LIN NT 2754 2756 ,iLWILLIAMS PEASEMEI NELINE 2756 rt�� FINISHED G AD I I I FINISHED GRAD I I 2748 I 2748 2752 2752 2754 @ PIP CI I FINISHED P�RADE E CIL I PPR IMAT I I fiFFKUAIMAlh� I I 2746 I I 2750 2752 I I 2752 EXISTING GRADE I I I @ PIPE CI I 0EE .AiEi PPRO IMAT 2744 I 2744 2748 2748 2750 r EX STING GRAD I I 11111"N I■' @ PIPE CI I I a 2742 _ _ 2746 2748 2748 II N I I i CM co a T S 2740 L 2740 2744 ca 2746 I - I ASSOCIATES I N N I I z I I N Q I Site Planning Q Landscape Architecture 2738 N 2742 2744 2744 I Q I I ~ I I I urban Design 2736 I w I 2736 2740 I I 2740 I `n I 2742 I I I � I I I I I 2734 I I 2738 2740 I I 2740 Site Planning I I Landscape Architecture I 2732 W 2732 2736 2736 2738 1509 S Tyrell Ln., Ste 130 Boise, Idaho 83706 I I I I Ph. (208) 343-7175 2730 2734 2736 2736 e—mail jba@jensenbelts.com PI-GAS CROSSING #1 RO ILE PI-GAS CROESSING #2 DROFILE PI-GAS RO SIN #3 PRO ILE 2728 LINE EPTH ARE PROX► 2728 2732 PR 2732 THS ( W ROXIIMAT 2734 BE FIELD ERIFI D RI R TO TART OF CO $TRU TION BE FIELD V RIFIE PFIO TO S ART OF CON TRUC ION BE F ELD V RIFIED PRIOR TO S ART OF CONSTRUCTION 2726 2726 2730 2730 2732 2732 -0+80 -0+60 -0+40 -0+20 0+00 0+20 0+40 0+60 0+80 1+00 1+20 1+40 -0+80 -0+60 -0+40 -0+20 0+00 0+20 0+40 0+60 0+80 1+00 1+20 1+40 .0+80 -0+60 -0+40 -0+20 0+00 0+20 0+40 0+60 0+80 1+00 1+20 1+40 1 �I��I�MSCROSS-SECTION #1 2 AI��I� SM CROSS-SECTION #2 AI�� MSIA CROSS-SECTION #3 NOT NOT ALE z Cy O F- W Q (1) wQ o� U = W � Q � O z Do DO Q Q 0*4 w ooNCO PLANT MATERIAL CO 00 FINISH GRADE FINISH GRADE/TOP OF MULCH Q O ROTOR POP-UP SPRINKLER: POP-UP SPRAY SPRINKLER: w = RAIN BIRD PER PLAN RAIN BIRD 1806-PRS W All MARLEX STREET ELBOW Q O 4" MIN. SEPARATION FINISH GRADE z o Vwa ri ID-1 oc o w _ IIIIIIIIII MII: = � T II—III III— SWING PIPE, LINEAR LOW DENSITY w N O w —III—III III- — �� r w w I_I-III III- POLYETHYLENE (12 LONG MIN. x Z p -III-III III 18" LONG MAX.) N M Q g X 11=III III=-ITI-II MII: TRIPLE SWING JOINT. USE (3) Q 11=III III= 00 o -III-II III MARLEX ELBOWS AND SCH 80 I_I=III- III= =III: NIPPLE - SIZE TO MATCH ROTOR O 11=III= LATERAL LINE � -III-II -III: INLET SIZE Z Job Number 1999 11=III -III-II 2" MIN. SAND OR ROCK ' III- -III-II FREE SOIL AROUND PIPE II-III 1 =III: SCH 40 TEE (SST) OR ELL (ST) IIIIIIIIII • = MAIN LINE J I_I=III III= Drawn Checked -III-I I I-III: II;III„ III,;. PVC SCH 40 TEE JB A B WT AS SHOWN PLACE MAXI-WIRE AND (SST) OR ELBOW (ST) BARB FITTING PE89 CABLE IN TRENCH Scale WITH MAINLINE PVC LATERAL PIPE PVC LATERAL PIPE Sheet Title IRRIGATION DETAILS 4 TR�����HING 5 ROTOR HEADS 6 SPRAY HEADS Sheet Number NOT NOT TO SCALE NOT TO SCALE L3 ,. 16 Of Sheets Page 285 Item#11. CONTINUED ON SHEET E1.4 CONTINUED ON SHEET E1.4 MUSGROVE Issue / / ENGINEERING,P.A. Description Dote C234 ONTINUED ON SHEET E13 / Bois S.`e Idah 83709 sperwood Way 208.384.0585 www.musgrovepa.com OVER 40 YEARS OF EXCELLENCE 11 Project No. 21-184 KEYED NOTES: O# SYMBOL USED FOR CALLOUT E dO1S 1. FURNISH AND INSTALL INGRADE JUNCTION BOX WITH TRAFFIC 7 1"C-3#8,1#8G 7 4 RATED LID AT THIS APPROXIMATE LOCATION FOR POWER TO 001) C-66,68 FUTURE STRUCTURE.ROUTE 1"EMPTY CONDUIT WITH PULLSTRING Y 0 C 58.60 �C 62.64 FROM JUNCTION BOX TO PANELBOARD'C'. MARK EXACT LOCATIONto ad 1"C-3#8,1#8G 1"C-3#8,1#8G ON AS-BUILT DRAWINGS. C co i 10 co W ad 3O PL-2 I 2 ,EW MYERS SERVICE CABINET.THE 0/2 0 VOLT,SINGLE PHASE SERVICE ENITRANCE NET CRATED METER O L BE 100-AMP, N _ PEDESTAL WITH INTEGRAL LOAD CENTER AND PHOTOCELL.THE LOAD CENTER SHALL BE 12-CIRCUIT WITH 100 AMP RATED MAIN y 1- BREAKER. REFER TO THE CITY OF MERIDIAN ELECTRICAL DETAILS QL ap FOR ADDITIONAL INFORMATION. ROUTE(1)T EMPTY CONDUIT FROM o _ _ _ MYER'S CABINET TO NEW UTILITY TRANSFORMER FOR UTILITY ca CONTINUED ON SHEET E1.1 11 — ® CONDUCTORS.COORDINATE WORK WITH UTILITY COMPANY PRIOR 10 ® �� ® TO BEGINNING WORK. a \ N m 3. NEW CITY OF MERIDIAN STREET LIGHT. REFER TO THE CITY OF MERIDIAN STREET LIGHT DETAILS FOR ADDITIONAL INFORMATION. O °� 3 c as 4. REFER TO THE WILLIAMS PIPELINE SITE TRENCHING DETAIL WHEN Q 3 3 CROSSING WILLIAMS PIPELINE EASEMENT. 3 . A EM 2 5. NEW UTILITY TRANSFORMER.COORDINATE WITH IDAHO POWER W 8 COMPANY THE ELECTRICAL DETAILS FOR ADDITIONAL Cal 5 INFORMATION. a0 0 cr) N 1"C-3#6,1#6G 6. NEW POLE LIGHT, REFER TO THE POLE LIGHT DETAIL FOR N C 94,9r 7v� ADDITIONAL INFORMATION. C-98.100, .A L 1"C-3#6,1#6G C4 7. 2"C-2#6,1#6G ROUTED BEWTEEN JUNCTION BOXES FOR NEW ■■■ dE■I \ O STREET LIGHTING. REFER TO THE CITY OF MERIDIAN ELECTRICAL J■■■■■k C-102,104 DETAILS FOR ADDITIONAL INFORMATION. 1 E E E N PF 1"C-3#6,1#6G 8. 2"C-2#6,1#6G TO THE NEW MYERS SERVICE CABINET. REFER TO THE JENSENBELTS CITY OF MERIDIAN ELECTRICAL DETAILS FOR ADDITIONAL 0 INFORMATION. ASSOCIATES Site Planning 9. SPORTS FIELD LIGHT POLE. ROUTE CIRCUITS SHOWN THROUGH THE Landscape Architecture SPORT FIELD LIGHTING CONTACTOR. REFER TO THE SPORTS FIELD Urban Design LIGHTING CONTRACTOR CONTROL SCHEMATIC FOR ADDITIONAL 495 Main Street INFORMATION. EQUALLY DISTRIBUTE FIXTURES ACROSS CIRCUIT Boise, Idaho 83702 NOTED. Ph. (208)343-7175 Fax(208)343-7178 4 10. FURNISH AND INSTALL IN-GRADE JUNCTION BOX WITH TRAFFIC e-mail jba@jensenbelts.com RATED LID IN THIS APPROXIMATE LOCATION.SIZE IN-GRADE ARCHITECT STAMP JUNCTION BOX PER NEC. 11. FURNISH AND INSTALL 2"EMPTY CONDUIT WITH PULLSTRING FOR FUTURE FIBER OPTIC CABLING. ROUTE IN COMMON TRENCH WHEN �,G1ST POSSIBLE.COORDINATE WITH OTHER TRADES PRIOR TO BEGINNING �. WORK. Q" 10389 ov LECH's� `1 P z 0 Q w 1"C-3#6,1#6G 1"C-3#6,1#6G C-93,95 C-89,91 w w C-85.87 10� U 1"C-3#6,1#6G� r, in Q 9 C3 z O = p Q Q 0 w "tN = 05 z w0 Q � Qz p0JQ E U w0 W �_ Nw � ON � Job Number 19065 Drown C hecked GWB KL Sccle AS SHOWN Sheet Title ELECTRICAL SITE PLAN - AREA B Sheet Number ELECTRICAL SITE PLAN AREA B 1 111 = 30'-0" E1 . 2 Of Sheets TPg,286 Item#11. CONTINUED ON SHEET E1.6 MUSGROVE I s s u e 0-0 o ENGINEERING, P.A. Description D c t e 0 o I 234 S.Whisperwood ay Boise,Idaho 83 09 O I 208.384.0585 www.musgrovepa.com OVER 40 YEARS OF EXCELLENCE Project No. Z 1-184 11 � I KEYED NOTES: cc O# SYMBOL USED FOR CALLOUT E 1. EXISTING UTILITY TRANSFORMER,SHOWN FOR REFERENCE ONLY. ®(E) 2. DOUBLE DUPLEX RECEPTACLE MOUNTED FLUSH IN BLOCK AROUND SHELTER Y C" pr(E) I COLUMN.ALL BOXES AND CONDUIT SHALL BE CONCEALED. C zC:EXISTING PHASE 1 CV, 3. NEW CITY OF MERIDIAN STREET LIGHT. REFER TO THE CITY OF MERIDIAN STREET C3 N LIGHT DETAILS FOR ADDITIONAL INFORMATION. Q + O ® I 4. FURNISH AND INSTALL ELECTRICAL CONNECTION FOR NEW IRRIGATION (E) I SATELLITE CONTROLLER. IRRIGATION SATELLITE CONTROLLER FURNISHED AND O. M INSTALLED BY LANDSCAPE CONTRACTOR.COORDINATE WITH EQUIPMENT AND INSTALLER FOR ADDITIONAL INFORMATION PRIOR TO BEGINNING WORK. ca .� s (E)FL 5O I 5. EXISTING EATON POW-R-LINE PRL2a PANELBOARD'FL'WITH AVAILABLE BUSSED 0. .® SPACE. EXISTING PANELBOARD IS LOCATED IN EXISTING ENCLOSURE. FURNISH 12 3 AND INSTALL(2)NEW 20AJ1P CIRCUIT BREAKERS FOR NEW SHELTER m RECEPTACLES.UPDATE PANELBOARD DIRECTORY. O 3 � I o L3 @ � 6. SERVICE DISCONNECT SWITCHES LOCATED IN A WEATHERPROOF, LOCKABLE I I ENCLOSURE. PROVIDE ENGRAVED LABEL THAT READS SERVICE DISCONNECT. I � I 7. 1"C-4#6,1#6G FROM SERVICE DISCONNECTS TO EXISTING PANELBOARD'FL' LOCATED IN THE EXISTING ENCLOSURE.COORDINATE WITH EXISTING co °b I CONDITIONS PRIOR TO BEGINNING WORK.REFER TO THE WILLIAMS PIPELINE SITE w TRENCHING DETAIL WHEN CROSSING WILLIAMS PIPELINE EASEMENT. N 1 I N I I I 8. NEW POLE LIGHT, REFER TO THE POLE LIGHT DETAIL FOR ADDITIONAL I INFORMATION. .1L _ ■N■ A■■F 9. 2"C-2#6,1#6G ROUTED BEWTEEN JUNCTION BOXES FOR NEW STREET LIGHTING. J■■■■■ REFER TO THE CITY OF MERIDIAN ELECTRICAL DETAILS FOR ADDITIONAL o I INFORMATION. \ ®E I IJENSENBELTS 10. REFER TO THE WILLIAMS PIPELINE SITE TRENCHING DETAIL WHEN CROSSING ( ) I WILLIAMS PIPELINE EASEMENT. � I ASSOCIATES Site Planning 11. FURNISH AND INSTALL 2"EMPTY CONDUIT WITH PULLSTRING FOR FUTURE FIBER Urban Design Architecture OPTIC CABLING. ROUTE IN COMMON TRENCH WHEN POSSIBLE.COORDINATE WITH I ® OTHER TRADES PRIOR TO BEGINNING WORK. 495 Main Street Boise, Idaho 83702 11 12. FURNISH AND INSTALL IN-GRADE JUNCTION BOX WITH TRAFFIC RATED LID IN THIS Ph. (208)343-7175 APPROXIMATE LOCATION.SIZE IN-GRADE JUNCTION BOX PER NEC. Fax(208)343-7178 � 7 I e-mail jba@jensenbelts.com \ I 13. INSTALL JUNCTION BOX IN BLOCK AROUND SHELTER COLUMN FOR FUTURE FIBER ARCHITECT STAMP OPTICAL CABLE EQUIPMENT.ALL BOXES AND CONDUIT SHALL BE CONCEALED. I O I 14. ROUTE 2"EMPTY CONDUIT WITH PULLSTRING UNDER WILLIAMS PIPELINE.THIS 1 ° AREA IS WITHIN THE WILLIAMS PIPELINE EASEMENT.COORDINATE WITH EXISTING �st,Cs15T CONDITIONS PRIOR TO BEGINNING WORK. o � I � 10389 5" 2 G P 1 2 I AV 0 0 @° °\ 13 \ I L3 ° \ / 3 @ 0 ° ° —e- ° ° ° / \ \ / I z ® 0 LU 11 I U o PL1 8 Nw W / / \ 1 I LL U) 2 Q Q / z Q �e O i Q LL- N Q > Q z i Q J Q 0 / > W 0 I � U a /®® 14 / , G 0 N 0 CONTINUED ON SHEET / OO \/ _ _ / I 3 Job Number 19065 / L3 i / Drown C hecked 8 4 I GWB KL �PL1 C-25 c I / AS SHOWN 1"C-2#6,1#6G �c c o 9 10 ELECTRICAL SITE / PLAN - AREA D \ CONTINUED ON SHEET E1.2 t,� CONTINUED ON SHEET E1.2 Sheet Number ELECTRICAL SITE PLAN AREA D 1 1 if = 30'-0" E1 . 4 O f SheeW Page 287 Item#11. MUSGROVE Issue ENGINEERING, P.A. D e s c r p t i o n Do t e 234 S.Whisperwood Way Boise,Idaho 83709 208.384.0585 \ / p www.musgrovepa.com OVER 40 YEARS OF EXCELLENCE Project No. 21-184 ® ® KEYED NOTES: ® ® O# SYMBOL USED FOR CALLOUT E 1. EXISTING UTILITY TRANSFORMER,SHOWN FOR REFERENCE ONLY. W O 2. DOUBLE DUPLEX RECEPTACLE MOUNTED FLUSH IN BLOCK AROUND SHELTER C" / COLUMN.ALL BOXES AND CONDUIT SHALL BE CONCEALED. to ad C co (aed ad 3. ELECTRICAL CONNECTION FOR 40-YARD DASH DOUBLE LANE TIMER. FURNISH AND C3 N INSTALL SERVICE DISCONNECT AS REQUIRED.COORDINATE WITH EQUIPMENT SUPPLIER FOR ADDITIONAL INFORMATION. Q + O O 4. (2)EXISTING 1"EMPTY CONDUIT WITH PULLSTRINGS STUBBED TO THIS cO. � ° APPROXIMATE LOCATION FROM THE EXISTING CONNCESSIONS BUILDING WIREWAY �_ 0 UNDER THE EXISTING PANELBOARDS. •= s Z ca CL 5. EXISTING 1"EMPTY CONDUITS ROUTED FROM EXISTING WIREWAY UNDER EXISTING .® PANELBOARDS AND STUBBED INTO LANDSCAPE AREA.COORDINATE WITH EXISTING N 0 / CONDITIONS PRIOR TO BEGINNING WORK.ROUTE NEW CONDUCTORS NOTED IN THESE EXISTING CONDUITS. c as 6. APPROXIMATE LOCATION OF EXISTING CONCESSIONS BUILDING PANELBOARD'A'. a co SHOWN FOR REFERENCE ONLY. 3 -0 7. AUTOMATED TIMER JUNCTION BOX FOR LOW-VOLTAGE WIRING.SIZE JUNCTION BOX cc AS REQUIRED BY NEC.COORDINATE WITH EQUIPMENT SUPPLIER FOR ADDITIONAL m INFORMATION. W EXISTING PHASE 1 a 8. FURNISH AND INSTALL ELECTRICAL CONNECTION FOR NEW IRRIGATION SATELLITE N CONTROLLER. IRRIGATION SATELLITE CONTROLLER FURNISHED AND INSTALLED BY LANDSCAPE CONTRACTOR.COORDINATE WITH EQUIPMENT AND INSTALLER FOR ADDITIONAL INFORMATION PRIOR TO BEGINNING WORK. •AL - ■N■ A■OF Ew J■■■■■� 9. SERVICE DISCONNECT SWITCHES LOCATED IN A WEATHERPROOF, LOCKABLE ENCLOSURE. PROVIDE ENGRAVED LABEL THAT READS SERVICE DISCONNECT. EXISTING PHASI 10. IN-GRADE JUNCTION BOX FOR POWER TO 40 YARD DASH TIMER.SIZE JUNCTION BOX JENSENBELTS PER NEC. ASSOCIATES Site Planning 11. (1)1"CONDUIT FROM IN-GRADE JUNCTION BOX TO FINISH PAD TRAY LANE 1 AND(1)1" Landscape Architecture CONDUIT FROM IN-GRADE JUNCTION BOX TO FINISH PAD TRAY LANE 2.COORDINATE Urban Design WITH EQUIPMENT SUPPLIER FOR ADDITIONAL INFORMATION. 495 Main Street Boise, Idaho 83702 12. (1)1"CONDUIT FROM IN-GRADE JUNCTION BOX TO START PAD TRAY LANE 1 AND(1)1" Ph. (208)343-7175 o CONDUIT FROM IN-GRADE JUNCTION BOX TO FINISH PAD TRAY LANE 2.COORDINATE Fax(208)343-7178 WITH EQUIPMENT SUPPLIER FOR ADDITIONAL INFORMATION. e-mail jba@jensenbelts.com 13. 1"CONDUIT WITH SIGNAL CABLES ROUTED BETWEEN IN-GRADE JUNCTION BOXES. ARCHITECT STAMP 14. REFER TO THE WILLIAMS PIPELINE SITE TRENCHING DETAIL WHEN CROSSING Cj1�� ° WILLIAMS PIPELINE EASEMENT. ISTERLy,� 15. INTERECEPT(1)OF THE EXISTING 1"CONDUITS THAT HAS BEEN STUBBED OUT INTO (j LANDSCAPE AREA AND EXTEND TO NEW SERVICE DISCONNECTS SHOWN. INSTALL S 9/30/2021 0 >\\U 4#6 AND 1#6G IN CONDUIT AND CONNECT NEW CONDUCTORS TO SERVICE 7``1'�9rE OF p _ DISCONNECTS AND EXISTING PANELBOARD H AS REQUIRED. � LECH's Q ��a�Q 16. EXISTING PANELBOARD'B'WITH EXISTING SPARE CIRCUIT BREAKERS.CONNECT NEW SHELTER RECEPTACLES AND 40-YARD DASH DOUBLE LANE TIMER TO SPARE CIRCUIT BREAKERS AND UPDATED PANELBOARD DIRECTORY. 17. INTERECEPT(1)OF THE EXISTING 1"CONDUITS THAT HAS BEEN STUBBED OUT INTO 7 LANDSCAPE AREA AND EXTEND TO TO THE 40-YARD DASH DOUBLE LANE TIMER AS REQUIRED. INSTALL 2#6 AND 1#6G IN CONDUIT AND CONNECT NEW CONDUCTORS TO 3 TIMER AND EXISTING PANELBOARD'B'AS REQUIRED.COORDINATE WITH EQUIPMENT 13 SUPPLIER FOR ADDITIONAL INFORMATION. z 10 11 0 \ ` Q \ W// W W ` � t) \ \ \ 13 o Q Q z \ \ 6 U) �e 0 \ o 0� 0� \ 16 Q J N 12 LILI0 D- N (D 8 \ \ Q c� \ \ 7 5 Q W Y � C) � Q Q C�7 ` — 0wo 1"C-2#6,1#6G \ 4 / U � W �_ Nw 14 / � ON � 17 O Job Number 19065 Drown C hecked GWB KL � � 1 ccic, AS SHOWN 14 15 II Title 9 ELECTRICAL SITE P PLAN - AREA E 2 FI @o 2 ,I II N ar I>er ELECTRICAL SITE PLAN AREA E 1 - 301_0., El . 5 O f DheeW Page 288 Item#11. MUSGROVE Issue ENGINEERING,P.A. Description Dote 234 S.Whisperwood Way Boise,Idaho 83709 208.384.0585 www.musgrovepa.com OVER 40 YEARS OF EXCELLENCE Project No. 21-184 C FINISHED CEILING CENTER LOCAL DISCONNECT INTERIOR FAN COIL UNIT a AT INTERIOR FAN COIL HEIGHT. W o 0 w w Q LU (SWITCH TO BE KEYED EMERGENCY O o �_ z Q a U o o � SWITCH) LIGHT FIXTURE Cb w o m m ~ oz 00 cU 2, z a ~ U) ¢ EXIT SIGN+12"ABOVE DOOR FRAME U.N.O EXIT (U.N.O.) C" 0 o W d J o w Z o U o U o Z U ( ) o Now o ¢ o cn o cn c¢n FIRE ALARM NOTIFICATION DEVICE(U.N.O.) co M M H H H co H C.7 co H Q M F-- Q co 0 Q 1 O N GROUNDING - �O BUSHING 5 LOAD TYPICAL UNO SINGLE SWITCH(U.N.O.) FMFR(;FN('Y N WALL BRACKET 4" DUAL SWITCH(U.N.O.) LIGHTING LOAD ,G. w O .� s +48"GFI DUPLEX RECEPTACLE(U.N.O.) a 0 o FIRE ALARM PULL-STATION(U.N.O.) o 0 0 6 a THERMOSTAT(U.N.O.) O O O 8 O 0 - - TEMPERATURE SENSOR(U.N.O.) as +96 7 7 15 A.F.F - - - - - - a 0 E:1 NEWTON WALL-MOUNT 0 +84" LGROUND BAR OR A.F.F INTERCOM PANEL(U.N.O.) LOAD 3 #6 BARE EQUIVALENT �6 COPPER FINISHED FLOOR UFER GROUND 12 DUPLEX RECEPTACLE(U.N.O.) LOAD m #3/0 COPPER O HORIZONTAL DUPLEX RECEPTACLE(U.N.O.) w QUAD RECEPTACLE(U.N.O.) DETAIL NOTES: N 20'UFER +46" N FF. (3)8'x5/8"ROD ELECTRODES A. � o 00 1. UNSWITCHED LINE VOLTAGE POWER FEED FROM LOCAL PANEL. 0 00 2. POWER/RELAY PACK RATED FOR UP TO 3 SENSORS AND 15A +18" LINE VOLTAGE SWITCHING. PROVIDE QUANTITY AS REQUIRED `.AL HORIZONTAL DATA OUTLET(U.N.O.) FOR A COMPLETE INSTALLATION. 1Ef�EE1F A.F.F J■■■■■t DETAIL GENERAL NOTES: DATA OUTLET(U.N.O.) 3. LOW VOLTAGE OCCUPANCY SENSOR, UP TO 3 PER POWER 1EEENI PACK. PROVIDE WITH ISOLATED NO/NC AUXILIARY CONTACTS AMENEEL FOR HVAC INTERLOCK.QUANTITY AND LOCATION AS - S A. ALL CONDUCTORS SHALL BE IN EMT CONDUIT UNLESS NOTED OTHERWISE.ALL FINISHED CONDUIT SHALL HAVE A GROUNDING BUSHING AT EACH END. INDICATED ON PLANS. JENSENBELTS B. ALL CONNECTIONS SHALL BE EXOTHERMIC WELD, LISTED PRESSURE CONNECTORS, FLOOR 4. WALL MOUNTED LINE VOLTAGE SNAP SWITCH(ES).QUANTITY LISTED CLAMPS OR OTHER LISTED MEANS. AS INDICATED ON PLANS. ASSOCIATES C. PROVIDE BONDING OF GAS PIPING PER NEC 250.104(B)(1). 5. LOW VOLTAGE POWER AND CONTROL CONDUCTORS AS Site Planning REQUIRED FOR A COMPLETE INSTALLATION. Landscape Architecture 6. LINE VOLTAGE SWITCHED LEG FROM RELAY PACK TO LOCAL Urban Design WALL SWITCHES. 495 Main Street DETAIL NOTES: DETAIL GENERAL NOTES: 7. LINE VOLTAGE SWITCHED LEG FROM SWITCHES TO Boise, Idaho 83702 LIGHTING LOAD. Ph. (208)343-7175 1. UFER GROUND TO BE 20'OF#4 AWG COPPER OR 1/2"MINIMUM DIAMETER STEEL 8. SECOND SWITCH FOR DUAL LEVEL LIGHTING WHERE Fax(208)343-7178 REINFORCING BAR PER 250.52. 1. PROVIDE FRAMING AS REQUIRED. INDICATED ON PLANS. e-mail jba@jensenbelts.com n GROUNDING BAR DETAIL STANDARD MOUNTING HEIGHTS n OCCUPANCY SENSOR DETAIL ARCHITECT STAMP NTS NTS U NTS T 10389 t 9/30/2021 0 5'7 WILLIAMS NATURAL �P OF GAS PIPELINE EASEMENT LL'CH��,' 75'WILLIAMS NATURAL GAS PIPELINE EASEMENT FINISHED GRADE = _ I FINISHED GRADE z _ _ 0 WILLIAMS NATURAL I / / / / / I O W / GAS PIPELINE C:), / WILLIAMS NATURAL GAS PIPELINE W W ASPHALT, EXISTING FINISHMATCH-PATCH TO 6 / / / / / / \ Q "RED MARKER TAPE, / CONCRETE, CONDITIONS RUN LENGTH OF TRENCH / LAWN, ETC COMPACTED FILL IN 6"LIFTS FINISHED GRADE / 12 TO 24 MINIMUM z 6"RED MARKER TAPE, OR PER SPECIFICATIONS 18"MINIMUM Q Q 2"RIGID CONDUIT SLEEVE RUN LENGTH OF TRENC 24"MINIMUM �e O = _ I WITH 1"SCHEDULE 40 PVC O / / 12"TO � N = _ \ / \ / _ =I I ' CONDUIT AND POWER 18"MINIMUM Q J N 12" CONDUCTORS XSAND W "t Q �_ SCHEDULE 40 PVC < N �6"RED MARKER TAPE, — BEDDING AND BACKFILL BY CONDUIT — — O CONTRACTOR Z ILL]RUN LENGTH OF TRENCH SAND BEDDING AND BACKFILL BY LU DETAIL NOTES: CONTRACTOR Q > Q Z p0JQ SYMBOL USED FOR NOTE CALLOUT. DETAIL NOTES: U W 0 1. IF MULTIPLE CONDUITS SHARE TRENCH, PROVIDE SPACING BETWEEN CONDUITS. O SYMBOL USED FOR NOTE CALLOUT. Uj �/— N LJJ O CONDUITS O O SAND BEDDING AND BACKFILL BY PROVIDE ZIP TIES,AND TIE ALL CONDUITS TOGETHER TO ENSURE STABILITY. � 0 N �1. IF MULTIPLE CONDUITS SHARE TRENCH, PROVIDE SPACING BETWEEN CONDUITS. CONTRACTOR 2. BURIAL DEPTH TO BE VERIFIED WITH EXISTING CONDITIONS AND WILLIAMS NATURAL PROVIDE ZIP TIES,AND TIE ALL CONDUITS TOGETHER TO ENSURE STABILITY. GAS PIPELINE. DETAIL NOTES: 2. BURIAL DEPTH TO BE VERIFIED WITH EXISTING CONDITIONS AND WILLIAMS NATURAL Job Number 19065 GAS PIPELINE. OSYMBOL USED FOR NOTE CALLOUT. DETAIL GENERAL NOTES: 1. IF MULTIPLE CONDUITS SHARE TRENCH, PROVIDE SPACING BETWEEN CONDUITS. 1. EACH METALLIC FOREIGN CONDUIT THAT ENTERS OR CROSSES WILLIAMS DETAIL GENERAL NOTES: D rc w n C h e c ke d PROVIDE ZIP TIES,AND TIE ALL CONDUITS TOGETHER TO ENSURE STABILITY. RIGHT-OF-WAY MUST HAVE A TEST LED INSTALLED, COORDINATE THIS WORK WITH GWB KL WILLIAMS HANDBOOK AND WILLIAMS OFFICE. CONTRACTOR MUST EXCAVATE AND 1. EACH METALLIC FOREIGN CONDUIT THAT ENTERS OR CROSSES WILLIAMS AS SHOWN 2. BURIAL DEPTH TO BE VERIFIED WITH UTILITIES AND AUTHORITY HAVING JURISDICTION: EXPOSE ONE OR MORE OF WILLIAMS EXISTING PIPELINES TO PROVIDE FOR THE RIGHT-OF-WAY MUST HAVE A TEST LED INSTALLED, COORDINATE THIS WORK WITH Sc c e ELECTRICAL FEEDERS, COMMUNICATIONS: 24" MINIMUM INSTALLATION OF TEST LEADS BY WILLIAMS EMPLOYEES. REQUESTS FOR WILLIAMS HANDBOOK AND WILLIAMS OFFICE. CONTRACTOR MUST EXCAVATE AND Sheet Title UNDERGROUND SECONDARY: 30" MINIMUM COOPERATIVE TESTING SHALL BE DIRECTED TO WILLIAMS DIVISION OFFICE, "ATTIC: EXPOSE ONE OR MORE OF WILLIAMS EXISTING PIPELINES TO PROVIDE FOR THE UNDERGROUND PRIMARY: 42" MINIMUM SUPERVISOR,ASSET INTEGRITY." INSTALLATION OF TEST LEADS BY WILLIAMS EMPLOYEES. REQUESTS FOR COOPERATIVE TESTING SHALL BE DIRECTED TO WILLIAMS DIVISION OFFICE, "ATTN.: ELECTRICAL SUPERVISOR,ASSET INTEGRITY." DETAILS O SITE TRENCHING DETAIL O N I WILLIAMS PIPELINE SITE TRENCHING POWER DETAIL © WILLIAMS PIPELINE SITE TRENCHING LOW-VOLTAGE DETAIL S Sheet Number E3 . 2 Of Sheets Page 289