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HomeMy WebLinkAboutPavilion at Windsong Stamped and Approved CAPPROVED FOR CONSTRUCTION plans and/or specifications have been reviewed for compliance eridian City Standards and Specifications.This review does not e the owner,engineer,or contractor of the responsibility to design and/or construct those facilities in compliance with all current applicable federal,state,and local laws,rules,regulations,ordinances, development agreements,specifications,orders of approvals,all of which the City retains the right to enforce.Inconsistencies not noted by City staff shall not be construed as approved unless specifically addressed in writing by Ile City.Any proposed revision to these plans must be submitted for review and compliance with the Meridian City Standards and Specifications before said revision is constructed. Name Codee Neider Date 01110125 Permit Number LD-RSUB-2023-0018 ■ SEWER DEVELOPMENT PLANS FOR _ co 1. All construction work shall be done in accordance with the current version of the Idaho Standards for Public Works 1. Construction of the sewer system shall conform to the standards in the GENERAL LEGEND Q � a) Construction (ISPWC), the City of Meridian Supplemental Specifications to the ISPWC (and any addendums), Meridian Wastewater Rules (IDAPA 58.1.16) as well as the standards and N Design Standards, the requirements of the Ada County Highway District (ACHD), and/or the requirements of the Idaho specifications referred to in General Construction Note No. 1. PAW S UB D IVI S I 0 N - >1 55 EXISTING SEWER LINE = t3 w -2 Transportation Department (ITD). The more stringent of any of these standards shall be the controlling standards or 2. The horizontal separation of potable water mains and non-potable water w EXISTING WATER LINE LOCATED IN THE SE 1/4 OF THE SE 1/4 OF 3 specifications. mains (sanitary sewer, storm drain, and irrigation) shall be a minimum of Z NEW STORM DRAIN SECTION 35 T.4N. R.1W. B.M. Z 3 2. The Contractor shall have a copy of the latest City of Meridian Standard Specifications and Drawings on site or ten (10) feet. Where it is necessary for a potable water main and w ww NEW WATER LINE MERIDIAN, ADA COUNTY, IDAHO = readily accessible at all times during construction (available on the website). Failure to have access to a current copy non-potable water main to cross with less than eighteen (18) inches of a of the Standard Specifications on site could be grounds for a stop work order until the situation is resolved. vertical separation, the crossing shall be constructed in accordance with g 5 S NEW SEWER LINE 2024 3. The Contractor shall have plans stamped "Approved for Construction"by the City of Meridian on site at Section 542.07 of the Idaho Rules for Public Drinking Water Systems (IDAPA w " " NEW PRESSURE IRRIGATION LINEI�L = t� all times. 58.01.08) and Section 430.02 of the Wastewater Rules (IDAPA 58.01.16). W/SERVICE W Z W 4. All Contractors, Subcontractors, and UtilityContractors shall attend a re-construction conference prior to start of x x x x x x EXISTING FENCE W ) P P 3. The horizontal separation of non-potable services and potable water services LLJ w EXISTING EDGE OF PAVEMENT G� Z W work. or potable water mains shall be a minimum of six (6) feet. Where it is EP UJ 5. Contractors shall notify the appropriate agency when materials are on site or inspection of the work is necessary for a potable water main and non-potable water main to cross EP� NEW EDGE OF PAVEMENT 'cc UJ required. No work may begin on any project without Twenty Four (24) hour prior notice. -------------------------------- SAW CUT LINE Elliy ~ co Z with less than eighteen (18) inches of vertical separation, the crossing shall a 6. Contactor shall notify the Public Works Inspector 48 hours prior to the required testing. The Contractor may not open be constructed in accordance with Section 542.07 of the Idaho Rules for ------------- BOUNDARY LINE ; g or close water valves. w W Public Drinking Water Systems (IDAPA 58.01.08) and Section 430.02 of the ----------- ROADWAY CENTER LINE 1� 7. All material furnished on, or for the project must meet the minimum requirements of the approving agencies. At the Q Contractors shall furnish roof that all materials installed on Wastewater Rules (IDAPA 58.01.16). ROADWAY RIGHT-OF-WAY V W request of the approving agency or the Design Engineer, p this project meet the specification requirements set forth in General Construction Note No. 1. 4. Place sewer service lines in a six (6) inch diameter water class pipe sleeve ---------------- EASEMENT BOUNDARY EDINGTON wherever the service line crosses a storm water treatment facility (i.e., LOT LINE COMMONS 8. Work subject to approval by any governmental agency must be approved prior to (A) backfilling trenches for pipe; SUBDIVISION B placing of aggregate base; C placing of concrete; D placing of asphalt avin seepage beds, drainage swales). -------_24�0. EXISTING CONTOUR PROJECT S\pNAL S ( ) P 9 ( ) P 9 ( ) P 9 P paving. � S G 9. Inspection, approval and final acceptance of all water and sewer construction shall be by the Public Works g00-� FINAL GRADE CONTOUR <gRE�SpN SITE o�`` �ENSFo Department, and their decision shall be final. Such inspections shall not relieve the contractor from the responsibility of �� Q: 02/07/2024 WATER ELEVATION ® STATION performing the work in an acceptable manner in accordance with the DEQ/QLPE approved construction plans. STATION POINT (TOP BACK OF ROLLED WINDSONG 20218 10. Any deviation from the approved plans and specifications must have the applicable agency approval in writing prior 1. Construction of the water system shall conform to the standards in the "Idaho ELEVATION CURB UNLESS OTHERWISE NOTED) SUBDIVISION cn0 TETHEROW to construction. Rules for Public Drinking Water Systems (IDAPA 58.01.08)" as well as the CROSSINGS v0 F OF \�P 11. Prior to beginning installation of street lights, the electrical contractor shall obtain an Electrical Permit from the standards and specifications referred to in General Construction Note No. 1. TBRC = BACK EDGE RIBBON CURB TSUBDIVISION tiq NGP Building Division of the Meridian Public Works Department. Any deviation in street light locations from the approved plans 2. The horizontal separation of potable water mains and non-potable water mains TVC = TOP BACK VERTICAL CURB - y B. Ov TRC = TOP BACK ROLLED CURB FIVE MILE CREEK USTICK must be approved in writing from the City Engineer. (sanitary sewer, storm drain, and irrigation) shall be a minimum of ten (10) TRLC = TOP REVERSE LIP CURB 12. All lot, block street, right-of-way and easement dimensions shall be taken from the final plat of: PAW SUBDIVISION feet. Where it is necessary for a potable water main and non-potable water PC = POINT OF CURVATURE CHECKED BY: � DAVID A. BAILEY P.E. 13. The Contractor shall maintain all existing drainage facilities within the construction area until the drainage main to cross with less than eighteen 18 inches of vertical separation, the PT = POINT OF TANGENCY z 9 ( ) P o DRAWN BY: improvements are in place and functioning. crossing shall be constructed in accordance with Section 542.07 of the Idaho FL = GUTTER FLOW LINE TUMBLE CREEK M JCP/JCM GB = GRADE BREAK 14. All Contractors working within the project boundaries are responsible for compliance with all applicable safety laws of Rules for Public Drinkin Water S Systems IDAPA 58.01.08 and Section 430.02 an jurisdictional body. The Contractor shall be responsible for all barricades, safety devices and control of traffic 9 ( ) GC = GRADE CHANGE y P y of the Wastewater Rules (IDAPA 58.01.16). El = END INVERT SEWER SERVICE z within and around the construction area. 0 of 15. The locations of existing underground utilities are shown in an approximate way only. The Contractor shall 3. The horizontal separation of non-potable services and potable water services SANITARY SEWER MANHOLE U.1a- or potable water mains shall be a minimum of six (6) feet. Where it is O EXISTING SANITARY SEWER MANHOLE o necessary for a potable water main and non-potable water main to cross with determine the exact location of all existing utilities before commencing work. The Contractor assumes all responsibility w for any and all damages caused by his failure to exactly locate and preserve any and all underground utilities. Digline # < 1-800-342-1585. less than eighteen (18) inches of vertical separation, the crossing shall be 4" SEWER SERVICE LINE SO�TN Z constructed in accordance with Section 542.07 of the Idaho Rules for Public 11 F s�o�, Q z z 16. All Contractors working within the public road right-of-way are required to secure a right-of-way construction TYPICAL DOUBLE WATER m permit from ACHD at least forty-eight 48 hours prior to an construction. Drinking Water Systems (IDAPA 58.01.08) and Section 430.02 of the SERVICE P ( ) P Y w 17. Locate subsurface stormwater disposal facilities (including infiltration beds and drywells) at least 25 feet from water Wastewater Rules (IDAPA 58.01.16). m z a M � � z z z 4. Place water service lines in a two (2) inch diameter pipe sleeve wherever the PROPOSED FIRE o 0 0 0 mains. This requirement does not apply to catch basins or sand and grease vaults. a it = o 0 service line crosses a storm water treatment facility (i.e. seepage beds, HYDRANT ir � a C) C) w w w 18. The Contractor(s) shall remove all obstructions, both above and below ground, as required for the construction of a a � the proposed improvements. This shall include clearing and grubbing which consists of clearing the ground surface of all drainage swales). VICINITY MAP trees, stumps, brush, undergrowth, hedges, heavy growth of grass or weeds, fences, structures, debris, rubbish, and such 5. The Contractor shall be responsible for providing continuous water service to EXISTING FIRE HYDRANT NAVD-88 DATUM N N 0 0 0 0 0 � I N N N N N material which, in the opinion of the Engineer, is unsuitable for the foundation of pavements. All material not suitable all existing water users affected by construction. If water service must be „ - for future use on site shall be disposed of off site. interrupted, the contractor shall coordinate with the Public Works Inspector. �j LOT NUMBER 1 - 600 N o i I N i N i o 0 � t0 r- Co N 19. Survey control points which are critical to the construction of the project are located within the limits of work. The w d 0 0 0 0 0 Contractor shall take precaution to protect the points in place. ® CATCH BASIN - ISPWC 0:: z 20. All costs of retesting for previously failed tests shall be back charged to the Contractor by the Owner. All costs to PRESSURIZED IRRIGATION- PER PLANS p PLAN SHEET INDEX the Contractor incurred in correcting deficient work shall be to the Contractors account. Failure to correct such work 2 1. The pressurized irrigation system must be built to the standards of the irrigation will be cause for a stop work order and possible termination. - DIRECTION OF DRAINAGE FLOW district in which it is being constructed. SHEET DESCRIPTION 21. The Contractor is to field verify all existing curb & gutter, storm drain, channel crossings, and sewer elevations or 2• Install a reduced pressure backflow preventer in any connection between the inverts prior to construction. When discrepancies occur between plans and specifications, the Contractor shall STREET LIGHT 1 .0 - COVER SHEET INDEX potable water system and the pressure irrigation system. The device must be , immediately notify the Engineer. Untimely notification shall negate any Contractors claim for additional compensation. approved b the Idaho De DEQ and the CityVICINITY MAP & NOTES 22. Each Contractor shall be responsible for acquiring any necessary NPDES Permits, filing any NOI's, and preparing a PP y Department of Environmental Quality ( ) 2" EXISTING DECIDUOUS TREE (CALIPER) of Meridian Water Department. 2.1 -2.2 - FINAL PLAT Polution Prevention Plan (PPP) in accordance with the Environmental Protection Agency. Contact the EPA at 3. Install all crossings of the Public Rights-of-Way, private roadways and travelways 0HP EXISTING POWER LINE & POLE W 0 208-378-5746 for the required information. with pressure irrigation at a maximum depth of two-and one-half (2-1/2) feet SURVEYOR 3.1 - EXISTING SITE/DEMO PLAN 23. The pipe Contractor shall replace all pavement and concrete removed for the installation of water, sewer, or LAND SOLUTIONS o and in an AWWA C-900 pipe sleeve with locator wire. The Public Works 3.2 - MASTER UTILITY PLAN irrigation pipe. All pavement shall be replaced within seven calendar days from the time the pavement and/or concrete Department and ACHD shall inspect all crossings prior to backfilling. 231 E 5TH AVE. - is removed. Concrete and pavement shall be replaced per ISPWC Standards. 4. The horizontal separation of potable water mains and non-potable water mains MERIDIAN, ID 83642 3.3-3.4 SITE GRADING PLAN 24. The Contractor shall field verify all existing curb and gutter, storm drain, channel crossings and all storm drain and (sanitary sewer, storm drain, and irrigation) shall be a minimum of ten (10) feet. (208) 288-2040 3.5 - PRIVATE DETAILS sewer elevations or inverts prior to construction and notify the engineer when elevations or inverts do not match plans. Where it is necessary for a potable water main and non-potable water main to &CHANSEN@LANDSOLUTIONS.BIZ 3.6 - STREET & DRAINAGE DETAILS 0 cross with less than eighteen (18) inches of vertical separation, the crossing DEVELOPER 4.1 - PUBLIC STREET PLAN & PROFILE ROADWAY shall be constructed in accordance with Section 542.07 of the Idaho Rules for BILTMORE COMPANY 4.2 - PUBLIC STREET & DRAINAGE DETAILS Public Drinking Water Systems (IDAPA 58.01.08) and Section 430.02 of the 1580 W CAYUSE CREEK DR. - 1. All contractors working within the public road right-of-way are required to secure a right-of-way construction Wastewater Rules (IDAPA 58.01.16). MERIDIAN ID 83646 5.1 -5.3 SEWER & WATER PLAN & PROFILE permit from ACHD or ITD at least twenty-four (24) hours prior to any construction. 5. The horizontal separation of non-potable services and potable water services or QJASON@BILTMORECO.COM BENCH MARKS TBM 6.1 - PRESSURE IRRIGATION PLAN AND DETAILS o 2. ACHD or ITD will inspect all work within the public rights-of-way to include utility trenches above the pipe zone. potable water mains shall be a minimum of six (6) feet. Where it is necessary 6.2 - GRAVITY IRRIGATION PLAN Contact ACHD Inspection Services at 387-6284. for a potable water main and non-potable water main to cross with less than ENGINEER TBM #1 - 2572.2 - TOP OF EXISTING GIRR BOX. - 3. Meridian Public Works will inspect storm drainage improvements serving private roads and parking lot eighteen 18 inches of vertical separation, the crossing shall be constructed in BAILEY ENGINEERING, INC. 7.1 STREETLIGHT PLAN P 9 P 9 P P 9 9 ( ) P 9 1 1 19 E. STATE STREET, SUITE 210 TBM #2 - 2568.64 - CHISELED "X" ON BACK OF improvements outside the public right-of-way. accordance with Section 542.07 of the Idaho Rules for Public Drinking Water SIDEWALK ON THE SOUTH SIDE OF CROSSWIND ST IN 4. All construction in the public right-of-way shall conform to the current edition of the ISPWC and the ACHD Systems (IDAPA 58.01.08) and Section 430.02 of the Wastewater Rules (IDAPA EAGLE, ID 83616 WINDSONG SUBDIVISION. Supplemental Specifications. No exception to District Policy, Standards, and the ISPWC will be allowed unless 58.01.16). (208) 938-0013 specifically and previously approved in writing by the District. 6. Install finder tape with all irrigation mains. Tape shall be two (2) inches wide, OKMILLER©BAILEYENGINEERS.COM 5. Set the tops of all valve boxes and sewer manholes flush with the slope of the finished street grades. The metallic red in color, with the words DANGER -UNSAFE WATER or NON-POTABLE roadway contractor shall install and adjust all spacers, grade rings, manhole rings and lids. WATER clearly marked along its length. Place the tape between six (6) inches 6. Place all water valves, blow-offs and manholes so that they do not conflict with any concrete curb and gutter, ___ N LINDER RD below the surface and eighteen 18 Inches above the to of the pipe. BLOCK O ----- valley gutter or sidewalk improvements. 7. Label all irrigation risers and faucet with durable tags carrying the warning 7 ssM 2 ,�`. 7. Existing A.C. pavement shall be cut to a neat straight line (2' minimum cutback) parallel or perpendicular to the DANGER-UNSAFE WATER or NON-POTABLE WATER. I T O street centerline and the exposed edge shall be tacked with emulsion rior to paving. Actual field conditions P 9 P P g 8. Label all valve boxes and vaults with durable tags carrying the warning > N 5 Y zo 19 during trenching may require additional pavement repair beyond the limits shown on the plans. Refer to � a " 0 0 O SSMH D3 DANGER-UNSAFE WATER or NON-POTABLE WATER, and locate them a minimum I o �T Cn 0 21 T conditions listed in the ACHD Policy Manual. �, J 3 m SSMH C3 of ten (10) feet outside of the Public Right-of-Way, private roadways and 9 cn T " 2z MORNING SKY SSMH C4 " Plans Are Accepted For Public 8. All water meters are to be located outside of the public right-of-way. All fire hydrants are to be located within W _ p travelways. U the road right-of-way. There must be at least a one (1) foot separation between the back of sidewalk (or curb g• Install a reduced pressure backflow preventer in any connection between the Q O o SSMH C2 z3 35� I Street Construction 0 C ITY 0 MERIDIAN if no sidewalk) and the leading edge of any fire hydrant. potable waters tem and the pressure irri irrigation s tem. The device must be I � �" i By stamping and signing the improvement plans, the Registered P system P 9 system. U Za 3a 9. Over excavation and additional granular backfill may be required in high groundwater areas which are to be Q Engineer ensures the District that the plans conform to all District SUPPLEMENTAL approved by the Idaho Department of Environmental Quality (DEQ) and the City I " ORNING SKYSSM C1 25 0 s3 Z" � policies and standards. variances or waivers must be specifical- determined by the field inspector. , 29 n of Meridian Water Department. Q o and previously approved by the Distract n writing. Acceptance SPECIFICATIONS 10.A11 materials placed as fill or backfill shall be placed and compacted in accordance with Section 306 of 10.The Engineer or Record shall inspect all pressurized irrigation unless a properly s MH Al w" zs BLOCK 3 32 U ; U of the improvement plans by the District does not relieve the Y v 31 F- Registered Engineer of these responsibilities. the current edition of ACHD Supplemental Specifications. executed agreement for inspection and maintenance is in effect with the I 0' < � g g p 11.Roadway construction will meet specific details and requirements of the following Idaho Standards for Public Works Construction O 0 2a 3o is m ' applicable Irrigation District. Forty-eight (48) hours advance notice is required. 3 W- " 22 ' � BY DATE: ' ■ Standard Drawings (Current Edition): T o 22 TWISTER ADA COUNTY HIGHWAY DISTRICT ■ 11.Pressure irrigation mains must be along rear lot lines. Where pressure irrigation ( 1 I ` ■ 1. Street Section, ACHD SD-801 and sections as shown on Street Details Sheet i 0 = SSMH D1 i ■ ■ ■ 2. Asphalt repair for street cuts: SD-301, mains traverse a side lot line in order to cross a street, the domestic water s 15 ACHD SD-303, ACHD SD-806. ( O O ( 1 ' 1 service and pressure irrigation mains must be on opposite sides of a lot. Oi THE ENGINEER OF RECORD CERTIFIES THAT ■ 3. 4.0 Concrete Valley Gutter, ACHD SD-708 11 iz i3 � Os T O O T O O THE PLANS ARE PREPARED IN SUBSTANTIAL 12.Pressure test the irrigation system to one hundred-fifty (150) pounds per square " ■ 4. Curb and Gutter [Vertical per ACHD SD-701 & Rolled per ACHD SD-702] IRinr.K _ -- LOCK -_- _-- --� CONFORMANCE WITH THE ACHD POLICY ■09 ■ ■ ■ 5. Pedestrian Ramp for Handicapped, SD-712H, SD-712G inch (psi) with allowable loss in accordance with Section 3.1 (c) of the Standard EX SSMH MANUAL AND STANDARDS IN EFFECT AT THE 6. Detectable Warning Truncated Domes Cast into concrete (adhesive mats not allowed) and colored Traffic Yellow, SD-712 Specifications. #2 TIME OF PREPARATION.THE ENGINEER ■ SHEET 4.1 CROSSWIND L ' I 7. Sidewalks, ACHD Supplemental Drawing SD-709 013.City of Meridian Municipal Water is the backup water source for this development ACKNOWLEDGES THAT ACHD ASSUMES NO DATE: SHEET 4.2 - PUBLIC DETAILS LIABILITY FOR ERROR OR DEFICIENCIES IN 8. 2.0' Ribbon Curb, ACHD SD-703 - A reduced pressure backflow prevention assembly is located in Lot 16, Block 3 SHEET 5.1 - SEWER LINE A THE DESIGN. ALL VARIANCES FROM ACHD 09-20-2022 9. Standard Drop Inlet Type IV w/ 12" Sump, ACHD Supplemental SD-604A of this subdivision. SHEET 5.2 - SEWER LINE C PROJECT: SHEET 5.3 - SEWER LINE D POLICY SHALL BE APPROVED IN WRITING. 12. For subdivision sign installation; outside installers must be bonded with ACHD - Total Area for Assessment: 82,328 sf (1.89 acres) THE FOLLOWING VARIANCES, LISTED BY DATE C2020-018 and obtain a no-charge right-of-way permit. AND SHORT DESCRIPTION, WERE APPROVED ■ ■ SHEET 13. Prior to placement of any pavement markings contact ACHD Inspection for verification of compliance with policy and existing STREET & SEWER INDEX FOR THE PROJECT: pavement markings. 1"=150' 4 - 06/01/2023 EXCLUSION OF EAST-WEST PEDESTRIAN RAMPS AT CROSSWIND/LINDER ■ INTERSECTION. so Q O U Q i � a) CD / ` v N N � T 'R J N v W � ■_ Z � Q 3 . w+ Z 33 N W PLAT SHOWING W PA W S UDDI VI S ON �_ Zyj LOCATED IN THE SE 1/4 OF THE SE 1/4 .c z W OF SECTION 35, T.4N., R.1 W., BOISE W < o MERIDIAN, CITY OF MERIDIAN, ADA COUNTY, IDAHO uj - NOTES: SURVEYOR'S NARRATIVE 2023 1. A TEN (10) FOOT WIDE PERMANENT PUBLIC UTILITIES AND PROPERTY DRAINAGE EASEMENT IS HEREBY w THE BOUNDARY FOR THIS SUBDIVISION WAS DEVELOPED FROM SURVEYED TIES TO DESIGNATED ALONG ALL LOT LINES COMMON TO A PUBLIC RIGHT-OF-WAY. CONTROLLING SECTION CORNER MONUMENTATION, THE PLATTED SUBDIVISION BOUNDARY OF 2. ALL OF LOT 1, BLOCK 2 AND A PORTIONS LOT 21, BLOCK 3, ARE SERVIENT TO AND CONTAIN THE ACHD WINDSONG SUBDIVISION NO. 2, INFORMATION FROM RECORD OF SURVEY INSTRUMENT STORM WATER DRAINAGE SYSTEM. THESE LOTS ARE ENCUMBERED BY THAT CERTAIN MASTER PERPETUAL NUMBERS 26306, 8705, 12286 AND CURRENT DEEDS OF RECORD. THE SURVEYED 1/4 STORM WATER DRAINAGE EASEMENT RECORDED ON MAY 8, 2009 AS INSTRUMENT NO. 109053259 AND MONUMENTATION AND CONTROLLING BOUNDARIES FIT THE RECORDS WELL AND WERE CP&F. N0. FIRST AMENDED MASTER PERPETUAL STORM WATER DRAINAGE EASEMENT RECORDED ON NOVEMBER 10, ACCEPTED TO ESTABLISH THE BOUNDARY FOR THIS SUBDIVISION SHOWN HEREON. 351136 2019-092669 2015, AS INSTRUMENT NO. 2015-103256, OFFICIAL RECORDS OF ADA COUNTY, AND INCORPORATED HEREIN BY THIS REFERENCE AS IF SET FORTH IN FULL (THE "MASTER EASEMENT"). THE MASTER EASEMENT AND THE STORM WATER DRAINAGE SYSTEM ARE DEDICATED TO ACHD PURSUANT TO SECTION 40-2302 IDAHO CODE. THE MASTER EASEMENT IS FOR THE OPERATION AND MAINTENANCE OF THE �I STORM WATER DRAINAGE SYSTEM. N89.24'56"W 061 3. ANY RE-SUBDIVISION OF THIS PLAT SHALL BE IN COMPLIANCE WITH THE MOST RECENTLY APPROVED UNPLATTED 45.00' rn SUBDIVISION STANDARDS OF THE CITY OF MERIDIAN. 4. THIS DEVELOPMENT RECOGNIZES IDAHO CODE SECTION 22-4503, RIGHT TO FARM ACT, WHICH STATES: CHECKED BY: PLS 4431 S89.31'02"E 344.93' --�J / - "NO AGRICULTURAL OPERATION, AGRICULTURAL FACILITY OR EXPANSION THEREOF SHALL BE OR BECOME DAVID A. BAILEY P.E. o -- -- - - -- -- �� o A NUISANCE, PRIVATE OR PUBLIC, BY ANY CHANGED CONDITIONS IN OR ABOUT THE SURROUNDING DRAWN BY: BLOCK 1 O PLS 58211 NONAGRICULTURAL ACTIVITIES AFTER IT HAS BEEN IN OPERATION FOR MORE THAN ONE (1) YEAR, WHEN JcM 5 Q BLOCK 2 O I THE OPERATION, FACILITY OR EXPANSION WAS NOT A NUISANCE AT THE TIME IT BEGAN OR WAS 1 CONSTRUCTED. THE PROVISIONS OF THIS SECTION SHALL NOT APPLY WHEN A NUISANCE RESULTS FROM Ix 1 THE IMPROPER OR NEGLIGENT OPERATION OF AN AGRICULTURAL OPERATION, AGRICULTURAL FACILITY OR 1 O O O O p O 2 3 4 5 6 OI I EXPANSION THEREOF." 1 z O OO O O 1 I 5. MAINTENANCE OF ANY IRRIGATION OR DRAINAGE PIPE OR DITCH CROSSING A LOT IS THE RESPONSIBILITY o I I i OF THE LOT OWNER UNLESS SUCH RESPONSIBILITY IS ASSUMED BY AN IRRIGATION/DRAINAGE DISTRICT. } 0 IRRIGATION WATER HAS BEEN PROVIDED BY NAMPA & MERIDIAN IRRIGATION DISTRICT IN COMPLIANCE WITH 3 Z 1 IDAHO CODE SECTION 31-3805(1)(B). a z I co 6. LOTS WITHIN THE SUBDIVISION WILL BE ENTITLED TO IRRIGATION WATER RIGHTS, AND WILL BE OBLIGATED II FOR ASSESSMENTS FROM NAMPA & MERIDIAN IRRIGATION DISTRICT. w 1 W. CROSSWIND ST. I N i 7. DIRECT LOT ACCESS TO N. LINDER RD. AND W. USTICK RD. IS PROHIBITED. F Z o 0 1 1 3 8. THE BOTTOM ELEVATION OF ALL STRUCTURAL FOOTINGS SHALL BE SET A MINIMUM OF 12-INCHES ABOVE � w 1 THE HIGHEST ESTABLISHED NORMAL GROUND WATER ELEVATION. 0 m a J BLOCK 3 0 9. LOTS 1 AND 5, BLOCK 1, LOTS 7, 8 AND 9, BLOCK 2, LOTS 7, 14, 15, 16, 18, & 29, BLOCK 3 ARE o N N 1 Y r I COMMON LOTS WHICH SHALL BE OWNED AND MAINTAINED BY THE PAW HOMEOWNER'S ASSOCIATION. ALL N N 1 N 1 o I COMMON LOTS ARE SUBJECT TO A BLANKET PUBLIC UTILITY EASEMENT AND IRRIGATION EASEMENT. I O6 O5 O4 O3 O2 01 >z 1 to I 10. LOTS 15 AND 16, BLOCK 3 CONTAINS A ACHD PERMANENT SLOPE EASEMENT - SEE INST. NO. N o T W Z ( 108033286 La o N a 11. LOTS 7, 8 AND 9, BLOCK 2, AND LOT 16, BLOCK 3 CONTAINS A ACHD PERMANENT SLOPE EASEMENT - a z M 21 i SEE INST. NO. 2018-071332 N I z i o 12. LOT 15, BLOCK 3 CONTAINS NAMPA & MERIDIAN INGRESS/EGRESS EASEMENT - SEE INST. NO. o z o i �(pRIVATE) W HOMESTAKE LN I - 103201123 m 0 I o 13. LOTS 15, BLOCK 3 CONTAINS A CREASON LATERAL REALIGNMENT EASEMENT - SEE INST. NO. 109001809 � - 1 0 14. THIS DEVELOPMENT IS SUBJECT TO AN EXISTING SANITARY SEWER AND WATER EASEMENT TO THE CITY o OF MERIDIAN AS SHOWN IN INSTRUMENT NO- ------------ RECORDS OF ADA COUNTY. z Q 1- 1 5291 15. A PRIVATE ROAD INGRESS-EGRESS AND EMERGENCY ACCESS EASEMENT IS HEREBY DESIGNATED ACROSS o a `° 1 8 0 I LOT 5, BLOCK 1, LOT 8, BLOCK 2, AND LOT 22, BLOCK 3. Zo 28 27 26 25 24 23 22 ^ z ' 16. THE MAINTENANCE AND OPERATION OF THE PRIVATE ROAD INGRESS-EGRESS AND EMERGENCY ACCESS o 1 N EASEMENT SHALL BE THE RESPONSIBILITY OF OR ITS ASSIGNS. ?' Y � i z z 20 1 v) z 17. THIS DEVELOPMENT IS SUBJECT TO AN ACHD LICENSE AGREEMENT - AS RECORDED IN INSTRUMENT NO. o 00 oo O9 a } 13 ------------ RECORDS OF ADA COUNTY. Y d- 18. THE DEVELOPMENT IS SUBJECT TO THE TERMS OF AN EXISTING CITY OF MERIDIAN DEVELOPMENT m z I (N 0 1 4 I AGREEMENT - AS RECORDED IN INSTRUMENT N0. ------------ z 1 19. CITY OF MERIDIAN SIDEWALK EASEMENT - INST. N0. __ _____________10 BLOCK 3 29 10 20. PORTIONS OF LOTS 13-16, BLOCK 3 CONTAIN A CREASON LATERAL EASEMENT AS SHOWN & o z O p p U m DIMENSIONED. Lo 1 PLS I 21. A TEN (10) FOOT WIDE PERMANENT PUBLIC UTILITIES EASEMENT IS HEREBY DESIGNATED ALONG THE IM Q z 19 5291 i FRONTAGE OF ALL BUILDABLE LOT LINES OR AS SHOWN ON THIS PLAT. x 22. LOT 5 BLOCK 1, LOT 8 BLOCK 2, AND LOT 22 BLOCK 3 ARE SUBJECT TO A BLANKET PERMANENT 11 . Q I PUBLIC UTILITIES, AND PROPERTY DRAINAGE EASEMENT. o 30 31 32 33 34 35 1 23. A PRIVATE ROAD INGRESS-EGRESS AND EMERGENCY ACCESS EASEMENT IS HEREBY DESIGNATED ACROSS I a 1 I LOT 5 BLOCK 1, LOT 8 BLOCK 2, AND LOT 22 BLOCK 3. 0) i I 13 I 1 � (PRIVATE) W SANTIAGO LIN \ O13 22 I r ' LEGEND O 1 0 I o N L LA/y0 1 N —-- --— SUBDIVISION BOUNDARY C9 OTC,i S TE,Q�G,�L 14 17 18 I LOT LINE o�" I BLOCK 3 1�57�, -- - SECTION LINE I N 1 1 1 18 0 X PLS I . . . . . . . . . . . . . . . . . . • • • SURVEY TIE LINE C� q P = POINT 15 16 R, 5291 I �ij, rF OF OF BEGINNING ��,p°�, O6 LOT NUMBER �0/v W NP .y0 0 � -- -- -- -- -- -- �' � FOUND BRASS CAP 75� I MONUMENT CLINTON W. SOLUTIONS PLS 11118 N00'15'19"E N89.14'45"W 297.99' �` I LAND SOLUTIONS �� PLS FOUND ALUMINUM CAP CP&F. NO. 35 452.00 35' W. USTICK RD. 5291 I MONUMENT " 231 E. AN,5TH ID 64 A 1/4 0 - - - —�- _ _ _ _ _ 390.00' 1- T.4N. 35 36 MERIDIAN, ID 83642 106043560 2. - - - - - - - - - - - - - CP&F. NO. po FOUND PLASTIC/8I CAP PIN 11118 T.3N. 2 1 109109699 UNLESS NOTED OTHERWISE 2643.35' o O SET 5/8 x 24 IRON PIN 60 0 30 60 120 =] N89°1 BEARING WITH PLASTIC CAP, PLS 11118 BASIS OF BEARING o SCALE IN FEET alley Engineering, Inc. C= CALCULATED POINT, NOTHING FOUND OR SET 1"=60' CIVIL ENGINEERING I PLANNING I CADD 1119 E.STATE STREET,SUITE 210 TEL 208-938-0013 SHEET 1 OF 5 EAGLE, ID 83616 www.baileyengineers.com . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . DATE: 09-20-2022 PROJECT: C2020-018 SHEET M Q p U Q O i a � �CO .& _ � � N N C v 'R J N W @ ■_ Z /'L 3 W Z 3 . A+ Z CM N LLJ ``'PA W SUBDIVISION Z W cn W ~ w - Z w U � W cc Q00 J_ U - W W v � w Curve Table N. LINDER RD. Curve # Radius Length Chord Bearing Delta C1 15.00' 8.44' 8.33' S16'35'54"W 32*13'51" C2 15.00' 8.44' 8.33' N15'37'57"W 32*13'51" O __ __ __ S00°15'04"W 291.46' 95.65' 29.35- 29.36' L1 137.10' �507 4=W 96.75' , C3 15.00' 10.89' 10.65' N68'43'11"W 41'35'42" 00 L8 � S00°15 04 W 191.66 SQ --- -- -- -- -- -- -- O S• C4 15.00' 4.21' 4.19' N07'46'33"W 16'03'43" I N O NO'15'04"E 101.50' 14.12' 23 5' 23.5' 14.16' 141.50' C5 15.00' 23.50' 21.17' N44'37'51"W 89'46'20" 24.00' 71.00' N00'15'04"E N7'22'34"E 96 75' �`9•• o O 37.29' S0'15'04"W 172.14' 16 6.50' 6 10.66' 48 A C6 2.00' 3.14' 2.83' S45'00'00"W 90'00'00" O cci cci 1 8O' 9 8 N N 93.58' � L6 78.56' C7 124.99' 2.03' 2.03' N73'36'20"W 0'55'52" 1 w 71.00' ,,, 0 13.75' 18 CHECKED BY: o N00'28'S8"E o !w 64.83' DAVID A. BAILEY P.E. C8 124.99' 71.76' 70.77' N56'41'39"W 32'53'31" 9 w 0 ( 0 - i4 0 Lo w N00'00'00"E DRAWN BY: N 71.00' N Sri O '0- r7 O io � C9 124.99' 73.79' 72.72' N57'09'35"W 33'49'23" I � 21 rn 20 � 0 19 � � 6.15' 1 � JCM/JBD LO (n Ln 0 N00'28'58"E 0 00 rn O w N 0 _00 C10 15.00' 12.70' 12.32' S65'45'06"E 48'29'48" I W 0 0 1 - U r N 71.00' o N C C11 15.00' 10.93' 10.69' S20'37'34"E 41*45'16" U o N Y C10 Q o N00'28'58"E 0 ;� C12 15.00' 23.63' 21.26' N44'52'28"W 90*15'04" I iv.�. N o0 O o0' Co r; O 27.55' 37.00' 132.01' C11 ti I Y o �il o N 71.00' N � m NO'15'04"E 196.56' G 'n 3 U C13 39.00' 61.10' 55.04' N44'37'59"W 89'46'04" I- :� Q :�LcCo0q, v0 0 bl F to 0 0) Noo'28'58"E o G�� 22 (PRIVATE) N MORNING SKY LN Z � o � ( z C14 15.00' 23.56' 21.21' S44'31'02"E 90'00'00" I z a z 2 0 S00'15'04"W 0 Uj 0 0 I71.00' N �`D !w o 0 0 �I z C15 15.00' 23.56' 21.21' N45'28'58"E 90'00'00" N N0o'28'58"E 1 G NO'28'58"E 74.32' 196.80 NO'00'00"E 74.19' Or'� Q 0 N 17 Y N z ' o Y a� C17 0 C 19 F 0 UFif C16 15.00' 14.75' 14.16' N61'21'18"W 56*19'26" 1 0 1 C M C16 23 35 C20 z o -1 I zLd Q o m 0 C17 15.00' 8.76' 8.63' N16'28'16"W 33'26'39" 1 m Cc N 23.5' 1 w23.5'_ J 12.62' 81.00' N N 81.00' 12.52' Cn rn I P o � 6.50' ``� moo, N -Cl 0 N00'26'19"E 0 0 N00'00'00"E 0 . 3 Z I va C18 15.00' 23.50' 21.17' N44'37'59"W 89'46'05" ' 24.00' 59.21' z - 0 0 O Oro to c1 .i ,ri 0 24 0 0 34 0 w r7 LLJ I- SO'28'58'W 89.70' "� G1 o N 81.00' N N 81.00' N `n I o N C19 15.00' 8.60' 8.48' N16'40'07"E 32'50'07" cv I� 63.00' I,J 0 Q I rn 0 o "i r7 � . 00'28'58" Y o N00'26'19"E 0 - 0 N00'00'00"E 0 N C20 15.00' 14.90' 14.29' N61'32'35"E 56'54'49" M•N - `�' - N �PRIVATE5 N 25 0 " co 33 rn Ld r- N WAFTING LN o N o 0 7 0 0 7.10' cv a N 00 MORNING SKY LN N o "' s1.00' N 0 O O N 81.00' N o a cn o f C21 15.00' 23.50' 21.17' S45'07'32"W 89'44'56" � 10 NO'28'58"E 125.00' N :� N 63.00' LU r7 29 "2 0 `� C6 I j U) rn :� 0 N00'26'19"E 0 0 N00'00'00"E 0 00 64.83' 1 = w o 0 C22 15.00' 14.72' 14.13' S61'53'36"E 56*12'49" N z z NOO'28'58"E �, 0 0 26 0 0 32 0 0 � z 7 N = 0 0 0 0 N00'00'00"E SO' 8'58"W 89.70' C2 S z N N N O N N z 0 C23 15.00' 8.91' 8.78' S16'45'56"E 34'02'30" 1 N U) 3 81.00 0 0 81.00' z V "� 24.00' 59.21' cn N O 0 N00'26'19"E 0 - L4 �,°j ;- i2 l r7 io .•. o r� 0 o N00'00'00"E o co I rn C24 15.00' 23.63' 21.26' N44'52'21"W 90'15'19" 6.50' I �� 0 ''� o 0 27 0 'a) o O 31 O 0 Z 0 0 0 ao rn 0 0 c�i C25 15.00' 8.72' 8.60' S16'55'04"W 33*19'31" 17 co O N U 86.00' N N 12.50' 81.00' `v z BLOCK 3 z cV 81.00' 12.62' N w I "� 0 0 N00'26'19"E 0 N00'00'00"E o - >� Cr 3 o N00'28'S8"E C26 15.00' 14.90' 14.29' S62'01'54"W 56'54'09" 1 i�`� 71 pp N O 0 IL C26 28 � O 30 C22 'oo o 0 23.5' 23.5' 0 0 - H-4. N C25 cci 'ri O o cci 14 1 Q N 0 O'28'58"E 86.00' N N N C23 22 C27 15.00' 23.62' 21.26' N45'22'09"E 90'13'40" I ;%>>�n0 0 � o - - I 0 C� NO'28'S8"E 74.19' NO'00'00"E 74.34' O � d 00 NM 0 30 _ o N00'28'S8"E o N r, 197.68' �� zzaWa, N 71.00' N o; °' 0 3 0o NOO'15'19"E �' `�Q° Noo'28'58"E N s6.00' N N 22 (PRIVATE) N TWISTER LN 8.78' 5 0 0 1 o N00'28'58"E o I r7 LO O2 N 0 O 00 NO'15'19"E 255.07' Line Table 24.00' N 71.00' N N 86.00' rn C44.74' 41.00' 46.08' 46.08' 41.00' 54.94' Co I j SO'28'58"W 95.00' 0 N00'28'58"E � Co w o Line # Direction Length ou 0 O o C3 w w w w w ^d O 15 1 cn 0 5 0 � -� I N � �t O O O O 0 � co L1 N61'10'56"W 12.34' Y S00'28'S8"W oN 411 M O � O � 10 �r Un 11 i° 12 ui 13 1 0 1 U ``� 86.00' t w :t 0 � 0 � 0 � 0 0 aoo L2 S00'28'58"W 24.00' 1 0 O 1 in o co co rna0 co 0 m cn m cn M O cn cn L3 S89'31'02"E 35.73' O ''� L2 cn cn BLOCK 3 131111' L4 N00'00'00"E 16.00' O _ 101.50' -- __ 23.50' O 23.50 __ 86_00' 9.92' 7 N_ 45.92'_ _ 41.00' _ 46_08' _ 46.08' _ 41.00'_ __ 51.03__ _ 65.88' __ L5 N45'00'00"E 21.31' 28.00' N00°15'19"E 612.60' o L6 N00'00'00"E 24.00' L7 N90'00'00"W 41.48' L8 N62'09'56"E 12.33' L9 S44'31'02"E 16.68' L10 S45'28'58"W 16.68' Np,L LA NQ L11 N74'26'54"W 14.85' �5� TFR�G,AL L12 S89.31'02"E 20.21' LEGEND o� SUBDIVISION BOUNDARY 1 1 1 18 c, O _ STREET CENTERLINE C� TF 0 F LOT LINE �/V W. N OLOT NUMBER CLINTON W. HANSEN, PLS 11118 LAND SOLUTIONS SET 1/2" x 24" IRON PIN 231 E. 5TH ST., STE A WITH PLASTIC CAP, PLS 11118 MERIDIAN, ID 83642 SET 5/8" x 24" IRON PIN WITH PLASTIC CAP, PLS 11118 FOUND 5/8" IRON PIN QO WITH PLASTIC CAP PLS 11118 UNLESS NOTED OTHERWISE 40 0 20 40 80 NOTE: alley Engineering, Inc. o .................. SEE SHEET 1 OF 5 FOR SCALE IN FEET NOTES CIVIL ENGINEERING I PLANNING I CADD 1„=40, SEE SHEET 3 OF 5 FOR 1119 E.STATE STREET,SUITE 210 TEL 208-938-0013 EASEMENT DETAILS SHEET 2 OF 5 EAGLE, ID83616 www.baileyengineers.com . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . DATE: 09-20-2022 PROJECT: C2020-018 SHEET Q O U Q i � N CD / ` v N N � T 'R J N v W � 3 . Lu w+ Z 33 N PA W S UDDI VI SION Lu Co u w � Z W cwco W Q00 -j Uo w W C� w ACHD ACHD PERMANENT PERMANENT N. LINDER RD. S89°44'S6'E SLOPE SLOPE N00°13'36'E 7.98' EASEMENT EASEMENT 36.03' N00°15'04'E SEE NOTE 11 SEE NOTE 11 S8946 24'E 31.63' 5.03' • — — • —— — —— 58 N89'4456"W O -- — --TT -- O 1000 I 8.50' I 36.02' S00°00'00'E ` S89 46 24'E 40.00,N00'13'36'E 25.04' CHECKED BY:I I S00'15'04"W DAVID A. BAILEY P.E. w 10' SEE NOTE 1 W 162p2' 18 to DRAWN BY: > N00°15 04"E 7.04'— co, �0 31.63' i JCM JBD �1 O N90O J7OE40 i i PERMANENT / i SLOPE 1 21 2040 00°15'04"W 9.00' 19 �'y i I EASEMENT SEE NOTE 21 ill SEE NOTE 10 O I S00°15'04"W S89 4456'E I I 0 I M22.11I SEE NOTE 14 Q Y 5' 7.00' ......U S443759'E ........ 1 . ..................... ............... 10' l 1 0 39.43' o IIl ^ ^ O o0 111 Y Q I m SEE NOTE 21 0o N90°00'00" 11 F = Q S89 31'02'E M Z to I > I 45.79' 22 (PRIVATE) N MORNING SKY L J 149.00' 11 a a SEE NOTE 21 0 W M 1 l 32.81' 10"W u Qo 3 Foo I U 10' SEE N443759"W 23 } 35 z �' 0 ' ( w w m O1 NOTE 1 I S0028'S8"W y 10> `" 7.33' O N00°15'04'E i� O Q m I I o m m I 81.00'o 207.53' (n MERIDIAN SIDEWALK EASEMENT W N M o I SEE NOTE 19. o Z 3 N63° 47'20 69 o 0 Jw ;� o � N l W r 11 N00°00'00"E / i j l N o l I SEE NOTE 1 Q 8.73' it >Ljj o _ N WAFTING LN _ (PRIVATE N N 25 33 N90°00'00'E ;I z l - cn MORNING SKY N W 29 129.13' v Z — 0 N8931'02"W 26 32 w I �I p �I I N 1 1 3 w S89°49'12"W Ilil — — — — — — O ^ �10' 27 31 vwi 96.05' y CREASON LATERAL 1 0 1 Q O O / 1 REALIGNMENT O 41 BLOCK 3 EASEMENT N002321'E10'-: SEE NOTE 13 ^ 1 3 8 .00' a S00°15 1 '19"W r 0 I O . 28 213.78' 30 • a 1 36, 0 >(N W 3I I S8931'O2'E�� SEE NOTE 2 I o a() O O 91.16' I i ..v I 22 PRIVATE N TWISTER LN S89 44 41 E f10, (PRIVATE) SEE NOTE 21 9 00 I I I SEE NOTE 20 I 4 10' SEE NOTE 1 I , I!Ao......... ......... ............................ . ...................... 0 EE NOTE 14 N34° 11' O1"W 1 rj-, -- -- '— I 10, N00°15'1 'E� 10.60' / NAMPA & MERIDIAN I Y 8 9 10 11 12 44. O' 13 / 1 �o IRRIGATION DISTRICT 0 1 I----10' SEE NOTE 1 O O O O O O 10l INGRESS EGRESS l J O I N00°15'19'E N89°44'41"W N00°15'19'E --� of EASEMENT m I O 170.81' 9.00, 69.58' N39° 09' 49"W �� rJ ' SEE NOTE 12 I 7 BLOCK 3 25.05' 0 00 � o O -- -- -- -- — O — -- -- — -- -- -- — -- — -- — --�-- —3 — 20.77' / 45.11 y �28.36' • N29° 48' 33"W 52.31' \oNN L LA/yo SG • --- --LEGEND 0) o cisrE,��o,��� : SUBDIVISION BOUNDARY � 1 1 1 18 0 - — — — — — — - EASEMENT LINE (SEE NOTE 1) EASEMENT LINE (AS NOTED) Q ------------------- EXISTING EASEMENT LINE (AS NOTED) FOF � 5 R EXISTING EASEMENT LINE (AS NOTED) TON W NP STREET CENTERLINE CLINTON W. HANSEN, PLS 11118 LOT LINE LAND SOLUTIONS 231 E. 5TH ST., STE A O LOT NUMBER MERIDIAN, ID 83642 ACHD STORM DRAIN EASEMENT SEE NOTE 2 0 7 • SET 1/2" x 24" IRON PIN WITH PLASTIC CAP, PLS 11118 0 SET 5/8" x 24" IRON PIN 40 0 20 40 $0 ailey Engineering, Inc. o WITH PLASTIC CAP, PLS 11118 111111111111111111111ll NOTE: SCALE IN FEET SEE SHEET 1 OF 5 FOR CIVIL ENGINEERING I PLANNING I CADD 1"=40' 1119 E.STATE STREET,SUITE 210 TEL 208-938-0013 NOTES SHEET 3 OF 5 EAGLE, ID 83616 www.baileyengineers.com . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . DATE: 09-20-2022 PROJECT: C2020-018 SHEET CPPROVED FOR CONSTRUCTION e plans and/or specifications have been reviewed for compliance Meridian City Standards and Spec cations.This review does not reeve the owner,engineer,or contractor of the responsibility to design and/or construct those facilities in compliance with all current applicable federal,state,and local laws,rules,regulations,ordinances, development agreements,specifications,orders of approvals,all of which the City retains the right to enforce.Inconsistencies not noted by City staff shall not be construed as approved unless specifically addressed in writing by the City.My proposed revision to these plans must be submitted for review and compliance with the Meridian City Standards and Specifications before said revision is constructed. Name Codee Neider Date 01/10/25 Permit Number LD-RSUB-2023-0018 + iF JIB \ ♦♦ Q o0 KEYNOTES - a CO ---d-------- ----�-- d d c -----------d--- ----- = ----- -- - - - ---- s '�' �------------ PROTECT EXISTING SEWER MAIN. _ w a — — — — _ S ' 2 PROTECT EXISTING WATER MAIN. L Z 3 _ G� Z PROTECT EXISTING POWER POLES, OVERHEAD POWER. O _ - M M M M \ \ sM ` -m M ••� ® PROTECT EXISTING CURB, GUTTER AND SIDEWALK. a o 3 _ — 50 PROTECT EXISTING GAS LINES. _ w - • - - - - - - - - - - - - - - - - - - - - - - - - - - - - - — _ Z PROTECT EXISTING GRAVITY IRRIGATION PIPIING & W / — — , , - o - °_ oO '• STRUCTURES. W w 3 — — N. LINDER RD. ui EXISTING WATER STUB/SERVICE TO BE ABANDONED IN PLACE. COORDINATE W/ CITY OF Z W to \ ; MERIDIAN. W Q 00 -- ----- -------------�_-----------------------------------------------------------------------------------------------------------------..m _ - - — s - - — — — — — — — — — U - - — --- - ------ ------ ---------------- - PROTECT EXISTING CREASON LATERAL PIPING.--------------------------------------- ---- _ _ — L � DEMO EXISTING IRRIGATION PIPING & V W ae, _� — — ___--------------------- ----E —'— —_ ------------------_-----------�°, — — aa�.,e,-�.,a, e, a °,�.,a, r„„ °, a - ,a, w a,�, ��-� __ THROUGHOUT SITE. SEE GRAVITY / — a, a, ,a ,- --______________________________________-_ ==_----- -------____--_ / I / \ STRUCTURES THRO BLOCK 2__ Q_ / / / 0 ,,, — �\� _ — IRRIGATION PLAN. �— =r�L / �� i — — — _ — — y� 6 7 /�� �� �1 ® PROTECT EXISTING STREETLIGHT/SIGNAL. ANAL � I _ — - - - -- - - - - - - - - - Id C'j FNci --- --- - — F-A�\ I I lu PROTECT EXISTING ACCESS ROAD PATHWAY. �� GENS / �p \ H I �� I u Q 02/07/2024 COORDINATE DEMO OF EXISTING TREE(S) W/ 16 ♦` ) °= o \ 111 LANDSCAPE PLAN, DEVELOPER & NMID. 2021 8 EXISTING ACCESS TO BE CLOSED. SEE SHEET 3.3. vO F O F \1D Q� vNG B. D �\ // ►'7 21 20 I/ — � // � /i i Ili iili / � \ i l � Y O � / II II III I III NOTE: CHECKED BY: I I / I I I III / I to IIu DAVID A. BAILEY P.E. I all I l u ACTUAL CONDITIONS DURING TRENCHING MAY REQUIRE O (n O I J I II II II II / IIu DRAWN BY: ADDITIONAL PAVEMENT REPAIR BEYOND THE LIMITS SHOWN ON JBD II O 0 m I N I O \ I; l/�II II I 'I0� THE PLAN. THE FOLLOWING CONDITIONS ARE LISTED IN SECTION g I ? ' \ IU — — _ \ I I I�iViil� I - \ i i 6000 OF THE ACHD POLICY MANUAL. / ' \ - 3 N I ~ \ i I iii I \i i 1. ALL ASPHALT MATCH LINES FOR PAVEMENT REPAIR SHALL BE II � Z \ I I III I I II 0 O i � / \ I Q ) I i I iii I b ANY AREATO THE DAMAGED BYEQUIPMENT ENT DURING STREET TR TRENCHING INCLUDE � � _ _ _ I_N �MORNING SKY_ LN _v _ v� 17 � i I , I III � � I o (n U / - / ?� i i I iii N it i OPERATIONS. z z II U I / II II III III 2. IF THE CUMULATIVE DAMAGED PAVEMENT AREA EXCEEDS 50% Q U - - - / / I I i I °I /' iii OF THE TOTAL ROAD SURFACE, CONTRACTOR SHALL REPLACE Q I I III I l u THE ENTIRE ROADWAY SURFACE. w IV I III Z Ad ZI. T OAa Zt i i i i o II III 3. CONTRACTOR SHALL REPLACE THE PAVEMENT SURFACE TO _ iii II ENSURE MATCH LINE DOES NOT FALL WITHIN THE WHEEL PATH < Q OF A LANE. MATCH LINE SHALL ONLY FALL IN THE CENTER OR o N EDGE OF A TRAVEL LANE. N Z \ � \ o_ I I I III I III I o / I III III 4. FLOWABLE FILL OR IMPORTED MATERIAL MAY BE REQUIRED IF N o N THE NATIVE TRENCH MATERIAL IS DEEMED UNSUITABLE BY ACHD w o / I ' I III III INSPECTOR, DOES NOT MEET COMPACTION STANDARDS OR TIME I N MORNING SKY AVE _ _ _ N MORNING SKY LN Q 25 33 I III I ;;; IS A CRITICAL FACTOR. z M — 0 III II IF WI 29 I I i.IuC �/ 1� 5. ANY EXCEPTIONS TO THESE RULES SHALL BE PRE—APPROVED Z u 26 N r l o� I I I A\ IN WRITING BY DISTRICT STAFF BEFORE CONSTRUCTION BEGINS. O O 32 I Ii ,- _ BLOCK 3 u 1 27 31 U O I > II II O � I �/ I I I / n� ` f � � o U O I iili I J N TWISTER LN - o o � — — II I 1 /s — _ 15 7 8Q 6 O r_. - as c� 8 r 9ii \ I iii I u I \ I � � I III III ERR ; III III \ I BLOCK �C O I I ® II O, II o 12 PVC 12 PVC 12 PVC 12 PVC 12 PVC —12 PVC 12 PVC 12 PVC 0 _ I \ � a / �� �� I III o 30 0 15 30 60 Y II /�, SCALE IN FEET 1"=30' V z 0 V / x Plans Are Accepted For Public W Street Construction DATE: By stamping and signing the improvement plans, the Registered 09-20-2022 Engineer ensures the District that the plans conform to all District PROJECT: policies and standards. Variances or waivers must be specifical— C2020-018 ly and previously approved by the District in writing. Acceptance SHEET of the improvement plans by the District does not relieve the Registered Engineer of these responsibilities. BY DATE: ADA COUNTY HIGHWAY DISTRICT 3el APPROVED FOR CONSTRUCT IO N These plans and/or specifications have been reviewed for compliance c e with Meridian City Standards and Specifications.This review does no t relieve the owner,engineer,or contractor of the responsibility to design and/or construct those facilities in compliance with all current applicable federal,state,and local laws,rules,regulations,ordinances, development agreements,specifications,orders of approvals,all of which the City retains the right to enforce.Inconsistencies not noted by City staff shall not be construed as approved unless specifically addressed in writing by the City.My proposed revision to these plans must be submitted for review and compliance with the Meridian City Standards and Specifications before said revision is constructed. Name Codee Neider Dte 01/10/25 Permit Number LD-RSUB-2023-0018 f ----d— ---d--------� ---- r�i—°� �\� — --- ---_— —T— ----- — — — ------------ - � °_ °_ °_ M ••o• II oI � N SS —SS-W-D-S——---------- EXISTING SEWER LINE -------------- -- ---------------------------------------------------- ------------------------------- W EXISTING WATER LINE CZNEW STORM DRAIN NEW WATER LINE NEW SEWER LINE 0—WS. PI NEW PRESSURE IRRIGATION LINE Z- - - - - - - - - - - - - - - W/SERVICE W- - IRR NEW GRAVITY IRRIGATION LINE N. LINDER RD. BOUNDARY LINE Z ROADWAY CENTER LINE C3 n WwINQo — .°00ROADWAY RIGHT-OF-WAY — � Lu LOT LINE ------------------ --- ------------- r--- °ram----- ------------------------------------ � I I I I I SANITARY SEWER MANHOLE BLOCK-2-0 ----�---- — --------------------------- ------- ---- - - ---- � ---------- - ------- E 9IIII 1I1 1II 1111 11 I F -1—o0°O0000'I°o0o00 000oo00°OI w_o°°M O°O0°0�d Oo0dddI �I—IIII I I °�—'II1III I I1III>a �33333s 3—---——III�I�II I I—�a•raa-am-o,'+ —//III___--•Naa—�----;l��l�2-1III__--II1III1III _ _ J/I111II I� I III II I I i I I III iI�I III I i I II1 iI I1I1Ii111I II I1 1 h 1�IIII II1 \�II II I�I i/II I�I III III�/uI1IiIIuIIuII�I IIIIIIIIIIIIIII I1I;II/IIIIII IIIIII� �iIII III IIII lIII IIIIl II1II II III III I III II IiiII IIuIII IiIIII IIIII IIIIIi III I iIIIIIII III I I 1i I II II II1 iI III II I I �IRP�/YU��•I� I I I o" Q�v`�Ni Nu /o0'I1III�I1II II I IdIIII1IIuIIIIIII1 II I l I\Ip In I I uII II II pIl II III II u\IIII \III I II I I III \I i/nI�1I Iu i11 I h1 II 1IIII I bI I \IIIIII iI I 'II,I II IIII IIi1 \IIIIIIIIIII IiIIi �II Ii u�III II I iI III IIII III I Ii III \II I I QO0®1 EXISTING SA N ITARY SEWER MA N H OLE\Ly ® \ O ele�W pV ti^ S ,H�OzQ=c_O F(�) NB o— zQ_c�OO AIo� to• F L Q % 4" SEWER SERVICE LINE I � � -LJ QOo \ to 111 7/2024 00° TYPICAL SINGLE WATER SERVICE coo I 20218 3 I TYPICAL DOUBLE WATER SERVICE N �� cG O oo°ooc ooO000 000 U oCo°o 0 PROPOSED FIRE HYDRANT 000 ° 000c u000000 o0 00� o0 0 000000� M 000 Coo 000000c 000 � 00 0 000000 OOoOOCJ OOOoC CHECKED BY: 00of O ° °°°°°° °co LOT NUMBER 0o000O 000 DAVID A. BAILEY P.E.00C O o0co0oc.' 000 000 0 0 C 000 1" DRAWN BY: JCP/JBD°00 (�8 COO o°3-4 Z o 3 -----------t--------- f oo°( w 0 QQ ° --- STREET LIGHT z 000 Oo0 0 ooj Wo w w-ollo Q w w w wEL N MO � n17 w coo - o n / IIIO° NOw s s s s Z000 0i KEYNOTES '0l o 0 1 CITY OF MERIDIAN PUBLIC UTILITY EASEMENT O " x z Z 000 D-5 SHEET 3.5 PARKING LOT ASPHALT SECTION. o a o 0000000 —4 SHEET 3.5 THICKENED EDGE SIDEWALK.0 °°°°COO °00000000000000� Q Q N n n 63.0> 000 0 0c0o0000000o0c000o0 0 oOoco0 N N N °o000OCOOCo CooHANDICAP PARKING STALL & MID BLOCK RAMP o 0 0o °o° °°o°°°°o°°o °o°°o ° °°° 0000000000000000000000 °o°o°o EE DETAILS D-1 & D-2, SHEET 3.5. NI NI NIZ o 000 00c00c0000 o ————— o 000 00000000000 000 LO c0 �� 00 000;000000000000 ,000 I N N n oo0 00000 0000000000 00 > 000M M M OO 00000000000 000Ci °°°°°°°°°°°° o° 111 z lV roN MORNIN KY AVE ° _ _ °O 00 00 _ _ff o0 0°° oo°oo°oo°oo 000 3 o 000 000000 000 Co 00 coo 000000Coo 0 oo 0 000000 000 IF o0 Co00 0 00 00000000 00000 o o 'DO 000000000000 00 o °oo°oo°o NOTE:° ° 0oOo0o O 0000000OoO°0oOo -- ------- ------ — O °° o°O°0 °° ° °° coo , I Z7 REFER TO ARCHITECTURAL PLANS FOR BUILDING O o0 O 0 0 0 O 0 00 00 Oo TYPE. BUILDING FOOTPRINTS ARE FOR REFERENCE 3 0000 Co 00000000 00 o o° o000000000°00000°00000° 000°oo USE ONLY. 0 o o 0 00 00 00 0 C00O000 00000 000 24 0' o tl1 00 o00o o 8' if �I 0 O 000 000 ----- Coo 01 OCc to N oor DOO 0OC — —————— °00 0 I DOO` w w w w w w000 000 � °O°O° O N TWIST R 000 � s s s s— s s s0000 � s I I / °000 --- j ---� 'o 00 coo I 1 1 III F T 15 1 i 10 ua 17L K\ NIII JLI O Z S12 PVC 12 PVC 12 PVC 12 PVC 12 PVC 12 PVC 12 PVC 12 PVC in30 0 15 30 60 SCALE IN FEET 1»=30> A I Plans Are Accepted For Public Street Construction DATE: By stamping and signing the improvement plans, the Registered 09-20-2022 Engineer ensures the District that the plans conform to all District PROJECT: policies and standards. Variances or waivers must be specifical— C2020-018°oi cc Q L O ly and previously approved by the District in writing. Acceptance SHEET of the improvement plans by the District does not relieve the Registered Engineer of these responsibilities. BY DATE: ADA COUNTY HIGHWAY DISTRICT 3o2- CPPROVED FOR CONSTRUCTION e plans and/or specifications have been reviewed for compliance Meridian City Standards and Spec cations.This review does not reeve the owner,engineer,or contractor of the responsibility to design and/or construct those facilities in compliance with all current applicable federal,state,and local laws,rules,regulations,ordinances, development agreements,specifications,orders of approvals,all of which the City retains the right to enforce.Inconsistencies not noted by City staff shall not be construed as approved unless specifically addressed in writing by the City.My proposed revision to these plans must be submitted for review and compliance with the Meridian City Standards and Specifications before said revision is constructed. Name Codee Neider Date 01/10/25 Permit Number LD-RSUB-2023-0018 hKHUIIVh rvAly LEGEND M Q N . LI - N EXISTING CONTOUR (1' INTERVAL) - _ w 20 0 10 20 40 3 _ _ •i z I FINISHED GRADE CONTOUR (2.5' INTERVAL) �2�71.s� FINISHED GRADE CONTOUR (0.5' INTERVAL) SCALE IN FEET �15.58 TOA FINISHED GRADE TOP OF ASPHALT 1"=20' = a -------------------- - ram=-.• ---'� ___ ______________________-_-�_-_- _-_ _____--__-_ ---- -----6------------------ - - ----------- -------------- o -------------------------------------- 15.58 TOC FINISHED GRADE TOP OF CONCRETE r� - - ----- ---------------- ----------------- --- ---- -- __ -__ a ° - -_---- -_ 71.00 SW LLI �15.58 SW FINISHED GRADE AT SIDEWALK --= -------- - -------- ------° --� - ----- - - -- ------- ------ ------ ----- - ---- --------- o i� a - \ 11 �Fo - 2 SW w Z -- ° -- -�--- - a ---------------------- ------ -- ---- _-- -- _ -- 70.78 SW W 0 � .- - -� �- -� -- � � - ------- o =-_ --- 70.71 SW 70.64 SW cn �15.58 TVC FINISHED GRADE TOP OF VERTICAL CURB _------- e, Lu w 5.58 VG FINISHED GRADE AT LIP OF VALLEY GUTTER , LOCK _ a // F °a' ,a, CD __ o - F- ------------- -- ------ ----------------7_ `0,-S Ada, ---------- 2571 .5 ---- � M M . __-------- ---- -- ------ I M--------�-t FINISHED GRADE AT TOP OF INLET GRATE 0 �^de, -- -- -- W a ��15.58 EG EXISTING GRADE F / ° L.12 SW )� - r �O ° U J \ I \ PI PI- - PI PI �I Id N OS p g al v ° _ r^ 15.58 TRC FINISHED GRADE TOP OF ROLLED CURBQ r v d d d d ° - d - RHO d - / - - �, _ IR Ra !RR Q V¢ I \ ) / DIRECTION OF SHEET FLOW / i - M 71.12 TOA =Q O / \ / w \ r 70.11 T0A ^N f70.88 TOA 1.; N o / 2701.00 FF BUILDING FINISH FLOOR ELEVATION F 72.301 TOC -d -a ' \ Pl �- 72.00 TOC ° 72.00 SW N �° a �° P' P O °0 3 _ �� , 70.29 TOA - - 70.54 TOAO E NLsFN�% 72.00 TOC o 0 01 N KEYNOTES 000 -1.97 72. 50 1- 1- _ __5 I o + o o 0 o 0 o 0 o 0 o 0 0 ° -� ® Q� 02/07/2024 PERVIOUS CONCRETE AREA 1 SEE DETAIL D-12 0d _ v ° 3 0 0 0 0 0 0 0 0 0 0 o c o 0 0 0 V 70.59 TOA 1.11 TOA �o o 0 0 0 0 0 0 0 0 0 070.13 TOA �� --------- , '� 8 72.30 TOC 0 0 0 0 000 ° I o0 0 0000000 000 111 __ __ c_ c N� �O O SHEET 3.6. (DRAINAGE AREA #1) O 0 3 �� °I p 70.76 TOA -- -- -_ a 000 9 P 000 00000000c � 00 00 0 0000000,E 000 \� c 5 a 3 0 000 ° 0000000c OO000 OF G O PERVIOUS CONCRETE AREA #2 - SEE DETAIL D-12, o o� / 3 0 0 0 0000000 0 0 0 3 P SHEET 3.6. (DRAINAGE AREA #2) 0Cq / 21 000 00000000c o0000 - 71 . 20 FF �yB. DUN Doc o0 0 0000000 000 20 R w, / 3 000 00o0 0 000 0 .3t� 000 _�% ° � o0 0 0000000 l 000 ---- -- INFILTRATION SWALE #3 - SEE DETAIL D-11, SHEET 3.6. 1 O o �,� ° _ O 0 0 0 0 0 0 0 0 0 c ' 0 0 0 0 0 --- 70. 53 D G DRAINAGE AREA 3 I ° ° �2� TOC 71.00 SW 3 r 1 0 0 0 0 0 0 0 0 0 ° 0 0 0 69 TOA fry° I oo CHECKED BY: ( # ) oo �o �J coo 0000000c 0000o ti� DAVID A. BAILEY P.E. 000� / I (::: a 00 0 0000000 000 69.94 TOA 4 9 5%° ; ® INFILTRATION SWALE #4 - SEE DETAIL D-11, SHEET 3.6. o o c (� 0 0 0 0 0 0 0 0 0 0 0 0 C ;11 0 °o o ---- - - I - DRAWN BY: (DRAINAGE AREA #4) I 00 8 4 y, °0 � ca ' ks - 69.55 TOA JBD O5 CB #5A W/ 1' SUMP PER ISPWC SD-603. SEE STORM I o 0 oc 72.26 TOC ° o 3 Q `lh ° ° °o a 3 69.74 T0� a DRAINAGE PROFILE SHEET 3.4. DRAINAGE AREA 5A O 0 d 71 . 28 FF 69.62 ( # ) Z o (QP50=1.32 cfs, QP25=1.12 cfs) 9 000 -z:o% - ° - a o O o S W al a O o `^� 70. 61 D G O 69.40 TOA d 000 ❑I 0 �9.55 /� 0 w O0C 0 1�• 11 © CB #58 W/ 1' SUMP PER ISPWC SD-603. SEE STORM O o O � 69.84 TOA 70.07 TOA / DRAINAGE PROFILE SHEET 3.4. (DRAINAGE AREA #5B) o 0 9 - 3 (� o o a TOA 69.76 TOA w o (QP50=1.06 cfs, QP25=0.90 cfs) O o o 69.72 TOA } o z 0 0�I 72.30 ITOC ° ° 69.61 TOA 69.26 TO / a ° O 0 w w w w w w w w .. w- w w w w� 59�50 TOA 0 0 0 I O ^ o I Z Z O CB #5D W/ 1' SUMP PER ISPWC SD-603. SEE STORM - 70.30 SW o O 69.33 TOA ' , N I � a a Coo --� � _ I _ �� R N I N G S K YI� _ � Q DRAINAGE PROFILE SHEET 3.4. (DRAINAGE AREA #5D) O o 0� ' n I ° 69.10 TOA / - - - - - - - ` 56g' - (QP 0.84 cfs, QP 0.71 cfs •o o c V J o 2S6 0 2 w w U 69.32 TOA o o 9 S �" Z Z 50= 25= ) 0 0 O a 4 O c. /9 $ s s 000 D \l / s s sus s s�-s s s z Q 0 0 0� � 2 3 I O' a ° \N. i 58.75 TOA �/o'° �N iN� ' i ® SG TRAP #5W - SEE DETAIL I SHEET 3.6. o LLJ - 4j1 O \ / 69. 1 TOA '�s� o �C �� 69.40 TOA� 0 0 0 1 0 0� ! , 72.30JiTOC ° ° o f�`�° f�A° �9 / c� 69.10 TRC r7 -�-�-�1 -MCI a a 09 SG TRAP #5E - SEE DETAIL D-8, SHEET 3.6. 0 0 0 -�-g J ___, _ i JUN ON 1 69.38 TO N N N O o o� _ 3 69.57 SW 69.18 TOA O O O VERTICAL SAND FILTER 5 - SEE DETAIL SHEET 3.7. 00 o Q 70.00 S ❑ N 69.34 TOA 3 - - - 9 LLJ N N N ® # 72.0o roc o 0 0� ° Q 1 °} 5 CBi 5D N N� 2 S R-35 �0.30% ~ I N N 0 0 0 69.52 T04 I W a �_ 0 0 0 NI 51 TOA s .75 TOA N I I I 1© CB #6A (DRAINAGE AREA #6A) O 0 72.00 TOC a 72.05 TOC 1 3 � 79 69.20 C 1 23 35 L j 0 0 (QP50=0.50 cfs, QP25=0.42 cfs) --- - 69.01 I TOA PI PI PI PI O I �. ° 69.15 ITOA I I I I 's G) � 3 15q I � ❑ ❑ ILL' z - N M A - - T2" SDR-35 @0.27% = 0° 0000 0 °0 0°0°�0°0°D0 00000 ° °o � %' 9.35 © CB #6B (DRAINAGE AREA #6B) 2571 .5 ��� I ��� i � i� i �� i �� 00 000 00000u�000000 Coc� (QP50=0.12 cfs, QP25=0.10 cfs) ------ - - s Q � 69.71 TOA� o 000c 0000g000000000 0 ° 69.201TOA ° 0 000 00000000a00 000 © CB #6C (DRAINAGE AREA #6C) - 4 69.361 TOA o Oooi 0000/D00000000oco CB #6 (D cfs, QP25REA cfs) 71.83 TOC 15 TOC 2570.5 57O.Q v 3 o 0 0 0 0 0 0 0 o b o 0 0 0 0 0 0 0 0 0 ° 2 ° � a �1 n24 oo ° q° O ° O ° °° °° ° 34a ; � o o0 000000000000 000 a � a CATCH BASINS #6A, 6B & 6C SHALL BE 30" PRECAST 1 I - - - 2570.0 - ° o 0 0 O I_ o o ob o o C o C o o °o o O ° ° a � a �- o 000 00 00000000 000 MANHOLES W/ 12" SUMP, TRAFFIC RATED CAST IRON RING ° I 1 I 59.57 TR 71 . 0 0 F F o O\0 o c 0 O/0 0 0 0 0 O 0 0 0 0 0 0 0 71 . 23 F F & GRATE. SEE PROFILES SHEET 3.8. v °^ 1 - - - - - - -2569.0_ °} I 3 00 000 00 000000000 000 _ � ______ _- 0 0 0 � 0 000000000 0000 - --� = DC 00,0 o O0000000o0 C0C ® VERTICAL SAND FILTER #6 - SEE DETAIL SHEETS 3.7 & 3.8. - M M I - _ _ _ _ 69.47 TOA o o o( 0/0 0 0 0 O 0 O 0 0 0 °o o-o o a s 70. 56 DIG M M- N- - 0 °/°O °° °° °° oa 0 C 0 0 O 00.fJ 60000000000 coo © M RNI S Y AVE 3 - 8 .41 TRC - � IV QRN � �` SK 25 00 000 ° 00000000000 000 33INFILTRATION SWALE #7 - SEE DETAIL D-11, SHEET 3.6. U 6 .20 TOA 69'3 A 69.59 TOA o 0 o o c o o 0 o 0 o 0 o 0 o o O o 0 o oo_ SEE SHEET 4.1 FOR WAFTING & - - - am oU5 - - N b E: a Oo 000 000000000ao0 0o0 0 9.41 TRC 2510 �� �I � o Oooc goo Oo0o0o 0000 ® CONSTRUCT 7' WIDE SIDEWALK (ACHD SD-709) & 6" r, CROSSWIND PLAN & PROFILE. - - - + 69.40 TOA '� ° �� "� •� __ 9_8TR --- o 0 0 0 0 0 0 0 0 Coo 0 0 0 0 0 0 0 VERTICAL CURB (ACHD SD-701) ACROSS CLOSED 0 I`� i V ! o 0 o o 1 0 o v)�p 0 0 0 0 Z _ s s s s s --- -- --- 003000 o cY�Z90000000 I �� _ 69.72 TOA �� I )o 000c o 000 00000 0000 ACCESS. SEE SHEET 3.1. II 3 g , 00 000 00 0000000 00o o coo ( a000000o00o Oo0o °° ❑a JUNCTION STRUCTURES SHALL BE 30" PRECAST O o 0 O° ° o O o 0 0 0 0 O o O o 0 O 0 ° 26 O 00000000000 0000 32 t= MANHOLES W/ 12" SUMP, STANDARD FRAME & COVER ° 0 ° o 0 0 0 0 0 o 0 o o�O o 0 0 0 PER ISPWC SD-617. B 3 I T, II ° o 00 o O 000 0 0000 7 TR 00 Co o Oc�U000 000 69.92 TO --_ - _ --- - o coot o Co00000 000 - � _ a 000o00 000000000000 000 71.8 C 71. TOIC I �° ----- T-- --- o 000l 00000000000 000 2570.5 co - - --T--- -- 00 000 000000000000 000 N8 11 -1.gq v a 000000 ,l: D °00 Co 000000 0000 0 3 3�� 0 000 Oo 0 00000 000 27 - ° ° ° ° - 31 71.27 TOC 7127 TOC 2511.5 I o '6 000 00 00 o ° - O0°o N ° G ° O o� oo�0 000 ° ❑ TT 70. 25 FF 59.71 TOA I s 6�Tf3 ---� o &oo 00 00 BQoo c5o0 0 0°0 0 71.57 iTOC I p ° _ _ L--- a ---- a 1 0 0 0 3 69 . 58 DG - _ _= 3 ----- �� -- O00 Oo 0 00000 O00 II oo - o00000 00 Co 00000 000 " oo0y -2.0% 4 �-- o ° a II oOo o - ° 69.01 SW \ I96 SW_ s9 6 .5 TR 2 8 - PI- 03 0 GRADING NOTES AND VOLUMES: 2 II o0 od -2:0% ° 3 00 ! 2 0 �,`.� 69.93 70.141 TO 0 o c 1L57 TOC _ �� - - 69.73 TOA a 69.35 TOA STRIP VOLUME 4" = t2,536 cy CUT U o 0 0 _ 68.87 SW - L- �69.51 TOA �. I -- / ROAD EXCAVATION TO PARKING/ROADWAY SUBGRADE I c o o I A I II �o 0 o U r- - -- - �s9 69.951TOA CUT TO SUBGRADE= t1,937 cy II '000 o l 3 3 I N 69.67 TOA °I 0 ILJAJI FILL TO SUBGRADE = ±499 cy w w w w - w w NET = t1,438 cy CUT o 0 0 71.57 TOC a 3 �a I 2 0 000 i 58.84 SW NET EXCAVATE UTILITIES & INFILTRATION I 0°00` 3 = IN 256g'S / ? 6 0 os9.31 IA\�) 6 .15 TOA _ /, _ _ TWISTER LENSES = t1,525 cy CUT II 00 0 71 . 10 10 D G / 09 o --- -° � s 5 5 s �5 JUNCTION W1 s s 6 /� S CUT/FILL TO FINAL GRADE ON LOTS FROM I o o [ - I - �- /� STRIPPED SURFACE o 0 0 2 ° ° q I 85 TOA 5 256g p 69.16 TOA 69.33 TOA 68A TOA CUT TO FG = ±440 c II 1600 0 1 _20% 71.57 i TOC " _ SEE SHEET 4.1 FOR WAFTING & Y _ FILL TO FG = t4,145 cy 71.03 TOG II o 00 - - CROSSWIND PLAN & PROFILE. 4 '�f 0 071.27 TO ° q CB 5A ° a 69.15 C o NET = t3,705 cy FILL 0 of - 2571 .5 69.51 TOA a ° 68.48 TRC °� °I ° `69.50 TRC I� NET EXPORT = t1,794 cy CUT II 2570.5 69. 4 TOA -- -- II d --- -� ---�-- a 69.12 TRC ALL CALCULATIONS ARE RAW VOLUMES BASED ON ROAD AND FINAL SURFACE I N L \ h " MODELS DEPICTED ON THIS GRADING PLAN. THESE NUMBERS MAY VARY DUE TO , a 68.77 SW 5 °°i I ���' 12 SDR- 5 ®0.28% I W o ACTUAL SOIL COMPACTION AND SOIL SHRINKAGE. - 2568.5 - _ °I° ry, - w / \ / 8 00.4 % _ / - - - - 2566.5 \ 3 I ss.71 TOA / I 7 0. 9 4 F F --- --T,- - 9 70. 27 D G cn - 7 8 '� sss o 9 I U = ° o a 2566.5 Plans Are Accepted For Public _ _ _ _ - - -_ _ - - J I L- - -- ___a__ 2570.0 2570.0 a Street Construction ° I 3 N 2569.5 69.90 TOA - - - - - - 69.88 TOA 2568.0 2568.0 2568.0 tic U PI PI P P PI PI P - - - P 2569.0 DATE: By stamping and signing the improvement plans, the Registered - - - - - P P P P P P' P' P' P' P'- 09-20-2022 Engineer ensures the District that the plans conform to all District -- �T - - -- - - - - __ policies and standards. Variances or waivers must be specifical- / 3 2 00 0 68.43 BOD // 68.48 BOD PROJECT: and previously approved b the District in writing. Acceptance _ / 67.94 BOD 67.90 1 67.91 BOD C2020-018 cc Y P Y PP Y 9 P _ 68.94 BOD T of the improvement plans by the District does not relieve the 69.8 69.2 FG 12 pva 1 Pvc 12 Pvc 12 Pvc \ I I Pvc ® 69.7 FG o FG[69.8 EG] [69.2 EG] 69.2 FG SHEET Registered Engineer of these responsibilities. [ ]69.7 EG F [69.2 EG] 69.2 FG BY DATE: I [70.2 El [69.2 EG] ADA COUNTY HIGHWAY DISTRICT I I I I 1 1 3o3 CPPROVED FOR CONSTRUCTION e plans and/or specifications have been reviewed for compliance Meridian City Standards and Spec cations.This review does not reeve the owner,engineer,or contractor of the responsibility to design and/or construct those facilities in compliance with all current applicable federal,state,and local laws,rules,regulations,ordinances, development agreements,specifications,orders of approvals,all of which the City retains the right to enforce.Inconsistencies not noted by City staff shall not be construed as approved unless specifically addressed in writing by the City.My proposed revision to these plans must be submitted for review and compliance with the Meridian City Standards and Specifications before said revision is constructed. Name Codee Neider Date 01/10/25 Permit Number LD-RSUB-2023-0018 '_E�EN� _INDER RD. s ••� � o oE K? I KEYNOTES Q EXISTING CONTOUR (1' INTERVAL) \ V o O CB #5C W/ 1' SUMP PER ISPWC SD-603. SEE STORM w T FINISHED GRADE CONTOUR 2.5' INTERVAL \ I I \� ) / I DRAINAGE PROFILE SHEET 3.4. (DRAINAGE AREA 5C) _ w Q -?�j 1. FINISHED GRADE CONTOUR 0.5' INTERVAL W � � (OP50=1.14 cfs, OP25=0.96 cfs) ■i Z � S ) 1 INFILTRATION SWALE #8 - SEE DETAIL D-11, SHEET 3.6. Z �15.58 TOA FINISHED GRADE TOP OF ASPHALT = 7o.5s sw I / I (DRAINAGE AREA #8) �15.58 TOC FINISHED GRADE TOP OF CONCRETE ____ ------------------ (DRAINAGE--- ---- -- _- / I Q3 INFILTRATION POND #9 - SEE DETAIL D-10, SHEET 3.6. ■`� o o T\ AREA #9) ❑ o_ _ / I / Z W �15.58 SW FINISHED GRADE AT SIDEWALK = _ • r-� �15.58 TVC FINISHED GRADE TOP OF VERTICAL CURB U -- - -----_----__--- - _� I/ \\ ® USTICK SIDEWALK TO BE WIDENED TO 10' WIDE PER ----------- ------ -- --O -- -- -- ���/� y ��o\ ACHD SD-709. IW w �15.58 VG FINISHED GRADE AT LIP OF VALLEY GUTTER ° / \� /1 \ Z � a / I ■ H �15.58 GRATE FINISHED GRADE AT TOP OF INLET GRATE `% `f) `� c R R R IRR IRR IRR IR F-T�\\ / I Z W CO -15.58 EG EXISTING GRADE 20 0 10 20 40 L ` `` ® ���� \ I \ : W < o I J cn - �15.58 TRC FINISHED GRADE TOP OF ROLLED CURB i ` \ � y I \ ui J 0 SCALE I N FEET PI - FI PI PI - a DIRECTION OF SHEET FLOW 1"=20' 70.79 TOA , I I _ _ -- O \ V W 2701.00 FF BUILDING FINISH FLOOR ELEVATION -a a I/ 70.79 TOA I I 4 / IIII i 0� ��GENSF� 2� 4== `y I i^ I I -- h I 1 71.35 SW 257 2572 .35 TOA 2570.51M J /II j 1 Q 02/07/2024 -� _ I 20218 f . 70.44 TOA EXISTING GRADE I I I I / I 1 ii li I I O�q OF NGP 70.09 I TOA I \ i 71.46/ SW 257 2570 I sss2 / -- - --- s I 1 - --- - _ ----- - ------ --- - --- - I I �`° I ---- l-- � II I I IIII / I , CHECKED BY: I J DAVID A. BAILEY P.E. nl i ii li I/ ' n DRAWN BY: 70.28 TOA JBD I 69i46 TOA 256 2568 �� I 72. 00 F z / I 71.63 SW w w w - I I W 69.66 I d / 1 I EL cro - --- I -- 71 . 3 3 D G /� < 1 0 77 LF 12" a 8 LF 8 46 - - - - 3 $ rn, r I r / N 70.12 TOA �� ;; I a 0 z SDR-35 ® 0 s , i I , 256 2566 CL JUNCTION 1 -2% 3 I 1 I 71.s1 sw " W W STA:2+78.5 I Ial I o Q 85 I i 1 I � o RIM:2569.07 I a o 0 STA:3 69.70 ---- - I �� _ _ SUMP:2564. 2 CBI 5C I I I �$ 0 w " CB 5A 256 2564 3 -- -- I i i w a a • I - N STA.2+00.00 SUMP.2 65.47 1 s9.51 T�c rn, r d I I II I � N N N INV IN:2566 06 8 S I o 0 0 RIM:2568.76 I OUT:2566.4 8"N q 69.98 TOA °I ' SUMP:2564.9 INV OUT:25 5.72 12"E s�Ss Tr 3a a I I 1 11 k� L`' Q N N --- o I I �i 71.7s sw I > INV OUT:256 .94 12 S I /' N o 1 w o 0 256 2562 1 L I i 1 .I z � M 3 I \� ° II �69.s3 c 4 ill I--- --L-- -- " N �� m� �1 - _ I A _ -__--- / n 1 71.72 TOC 256 2560 `� I 1 0 EST SD PROFIL 7¢.03 TRC 3 I / 1 0l 7 H 0 R 20 f --- ------ >g 69.57 TOA l u -- -- _ VER: 1 „ 2, �--- �------ " a I � I I..; 1 �r I 255 +80 2+00 2+20 2+40 2+60 2+80 3+00 3+20 3+40 3+60 3+80 4+00 4+T�58 IL- $9.83 TR I �• � 1 i i . � � ` I--- --L--- -- 3 �h 6 .23 TOA 6Z IL--- -�.6 c II %J i i l U' a \2 3 N 257 2572 I I I EXISTING GRADE I � EI~i9.5 tRC o �/ / 257 _ -- - -- -- -- ---- 2570 N // �' _ o ---- - 69.48 TOA -w w FINAL GRADE 256 2568 - I O / t= - I I j I I I 11 III I L 69.22 TRC " TRC 115 L 12 78 L 12 o I , 256 o - 2566 p TIL Ll JUNCTION E1 I / a I I I STA:2+79. 6 I CB 5C � 70. 70 FF RIM:2569.3 ST :3+96.80 256 CB 5D " 2564 7 J D G STA:2+00.00 INV IN:256 .60 12 N D12 RIM•2568.84 " SUM :2564.95 j / I SUMP•2564.81 INV OUT:2% .60 12 S NV OUT:256 .95 12 N • INV OUT:2 65.60 12"W W I INV OUT:256 .81 12"S W [7 IL 256 2562 / r I R PI PI - PI ' / �` I I I I o . - -- I.I .II. fit. I I U 67.97 BOD 69.76 BOD I o � 12 PVC -12 Pv� 12 PVC 12 PVC / III I I . 256 2560 6993 G 69.6 FG - - � Q- / I I DATE: Q [ ] [69.6 EG] 09-20-2022 / PROJECT: EAST SD ,PROFILE /� �� �/ �/ / ��� -- - ( �l 1 II I C2020-018 / - I SHEET HOR. -20 ,� / III I I ( / l ��i ��-�// III I • VER: 1 "=2' ��/ III 1 255 2558 O +80 2+00 2+20 2+40 2+60 2+80 3+00 3+20 3+40 3+60 3+80 4+00 4+20 CAPPROVED FOR CONSTRUCTION plans and/or specifications have been reviewed for compliance eridian City Standards and Specifications.This review does not e the owner,engineer,or contractor of the responsibility to design and/or construct those facilities in compliance with all current applicable federal,state,and local laws,rules,regulations,ordinances, development agreements,specifications,orders of approvals,all of which the City retains the right to enforce.Inconsistencies not noted by City staff shall not be construed as approved unless specifically addressed in writing by Ile City.Any proposed revision to these plans must be submitted for review and compliance with the Meridian City Standards and Specifications before said revision is constructed. Name Codee Neider Date 01110125 Permit Number LD-RSUB-2023-0018 ■ HANDICAPPED U PARKING SIGN Cp SIDEWALK (VAN SIGN AT VAN STALLS) z 1�6"�I T 7. Q . . � w_ 9,-O'': �'-0' L ■� Z Z Z SL. SL1: 14 _ :. : ., ••. 1/2" R 6, 1 FULL BOND WITH REZI� a N 9'—O" g'-O" \_ PAVEMENT WELD DAN EPDXY IN 1" R.J x CONCRETE CZ j 9' ACCORDANCE WITH THE W SEE D-7 MANUFACTURERS o SPECI— FICATIONS. a a ` tO ASPHALT MAT W W w 9 -0 SIDEWALK �' Mp �' NOTES: Z w 9'-0" WIDE MIN. AT VAN CURe A. GRADE AND ALIGNMENT TO BE ESTABLISHED OR l 111IIIIII�II LL 0 MINE � ACCESSIBLE STALL SEE SIDEWALK �A.� ��Spw BY THE ENGINEER AND THE PUBLIC AGENCY NATURAL III III- Z w C° ( ) S� HAVING JURISDICTION. EARTH -111111 SITE FOR DIMENSIONS o D-5 - BAAE L W o =I cn — i� o MPS' 2C� B. CONTINUOUS PLACEMENT PREFERRED, SCORE Illli w to > J ASPHALT (D-7) o000000002° 1 INTERVALS MINIMUM EIGHT FEET. G" EXTRUDED CURB DETAIL (� � w 0 0 0 0 0 14:1 �_,_____„_ C. MATERIALS AND CONSTRUCTION IN -NTS-00000 � NOTE: DETECTABLE WARNING COMPLIANCE WITH ISPWC SPECIFICATIONS. ACHD SD-712 24 DEEP D. BACKFILLS AS PER ISPWC SECTION 706. SIGN VERBIAGE ANDMIN. FULL WIDTH STRIPE COLORS TO �,�, SIDEWALK LANDING. S NG COMPLY WITH STATE a \ o� S�oENLSF 1'F E. SECURE RIGHT OF WAY PERMIT BEFORE � i HANDICAP RAMP DETAIL CONSTRUCTION IN PUBLIC RIGHT OF WAY. 0 AND/OR FEDERAL Q 02/07/2024 REGULATIONS. NOTE: CROSS SLOPE HANDICAP —NTS— HALL NOT EED 6" VERTICAL CURB NO 2O A 20218 4" PAINTED PARKING OR OTHER ACCESSIBLE ROUTE - GUTTER THERE IS NO TOLERANCE ALLOWED ABOVE v STRIPE, 2.00% NOT TO SCALE 00� F OF �� GP TYP. CHECKED BY: D-1 HANDICAP STALLS D-2 MID—BLOCK HANDICAP RAMP D-3 VERTICAL CURB OR EXTRUDED CURB DAVID A. BAILEY P.E. DRAWN BY: JBD WIDTH PER PLAN 2 1/2" ASPHALT P/L 4" OF 3/4" MINUS CRUSHED 24'-0" P/L TOOLED JOINT AGGREGATE 8" THICK CONCRETE 1 " BATTER RIBBON CURB (1.0' WIDE) z "" - 3 4 MINUS CRUSHED GRAVEL 9" OF 6" MINUS PIT RUN (PARKING) 6 z a Ln 1.757- f.25% SLOPE C° 00 0000 EXTEND GRAVEL AND PIT o I bxxx VIA x xox xotwxx:axx xxvxx„x x xpxxx xxv x x. x Pxx Xxx x pxx 1% MIN — 4% MAX zo RUN 6" PAST CURB. (TYP.) w ASPHA o o _ 0088 � LT PAVEMENT 000�° °A o o� x o x x x x x:axx X x x x x �°° °° �°°p�°"�°�°°��°� ' o�o� xx -x xx x x SLOP�LAN EXTEND GRAVEL `' a x x x x PARKING LOT 2 1/2" ASPHALT PAVEMENT w x x 2" OF 3 4" MINUS x AND PIT RUN 6" o N bx x PAST CURB. (TYP.) o CRUSHED GRAVEL x x x x SECTION N L4" - 3/4" MINUS CRUSHED GRAVEL 0 � I NOT TO SCALE STANDARD ROLLED 9" - 6" MINUS PIT RUN N o Ld CURB & GUTTER (TYP.) j NOTE: CROSS SLOPE SHALL NOT EXCEED AS PER ISPWC SD-702 w o THICKENED EDGE SIDEWALK DETAIL 2.00% AT ANY SIDEWALK, HANDICAP z M PARKING OR OTHER ACCESSIBLE ROUTE - -N TS— THERE IS NO TOLERANCE ALLOWED ABOVE 3 SEE "PRIVATE ROLLED CURB AREAS" DETAIL SHEET 2.00% 3.8 0 .j D-4 THICKENED EDGE SIDEWALK DETAIL D-5 TYPICAL PARKING LOT SECTION D-6 PRIVATE DRIVE SECTION 0 SITE GRADING 1. ALL GRADING SHALL BE IN ACCORDANCE WITH THE APPROVED GRADING PLAN. 2. A CONSTRUCTION PROJECT SCHEDULE SHALL BE SUBMITTED TO THE ENGINEER FOR APPROVAL AND SHALL BE PERIODICALLY UPDATED IF CONDITIONS OR SCHEDULES CHANGE. CONSTRUCTION SHALL BE SCHEDULED TO MINIMIZE SOIL TOP OF FILL FILL SLOPE o DISTURBANCE. ALL DISTURBED SURFACES SHALL BE STABILIZED IN A TEMPORARY OR PERMANENT MANNER AS APPROPRIATE DURING CONSTRUCTION TO PREVENT SOIL EROSION. 3. THE CONTRACTOR SHALL REVIEW AND FOLLOW ALL RECOMMENDATIONS PROVIDED IN THE GEOTECHNICAL ENGINEERING REPORT PREPARED BY ALLWEST DATED 02/22/2021. 4. ORGANIC SOILS SHALL BE REMOVED AS RECOMMENDED IN THE GEOTECHNICAL REPORT AND WASTED OR STOCKPILED FOR USE IN FINE GRADING. 5. PRIOR TO COMMENCING STRUCTURAL FILL, THE EXISTING SITE DEBRIS MUST BE REMOVED, THE NATIVE SOILS STRIPPED OF ALL ORGANIC MATERIAL, STOCKPILES OF SUITABLE MATERIAL SHALL BE SEGREGATED FROM UNSUITABLE MATERIALS. o ALL WASTE AND HIGHLY ORGANIC OR OTHERWISE CONTAMINATED SOILS SHALL BE REMOVED FROM THE SITE AND NOT STOCKPILED FOR ANY PERIOD OF TIME. WHERE PRACTICAL, STOCKPILES OF MATERIALS TO BE USED AS STRUCTURAL FILL 2:1 MAX NATURAL SLOPE SHALL BE PLACED ON NATIVE, STRIPPED SOILS TO PREVENT CONTAMINATION. 6 6. EXACT REMOVAL DEPTHS OF ORGANIC MATERIALS SHALL BE DETERMINED DURING GRADING OPERATIONS BY A QUALIFIED GEOTECHNICAL REPRESENTATIVE AND/OR THE PROJECT ENGINEER, AND SHALL BE BASED ON SUBGRADE SOIL TYPE, 0 FILL SOILS - ON SITE COMPOSITION, AND FIRMNESS OR SOIL STABILITY. MATERIAL AS APPROVED 0:: BY GEOTECHNICAL ENGINEER O 7. ALL MATERIAL USED FOR STRUCTURAL FILL SHALL MEET THE REQUIREMENTS FOR STRUCTURAL FILL AS DESCRIBED IN THE GEOLOGY AND GEOTECHNICAL REPORT. STRUCTURAL FILL MUST BE USED WHERE FILL HEIGHT EXCEEDS ONE (1) VERTICAL FOOT OR WHERE RECOMMENDED BY REFERENCED GEOTECHNICAL REPORT. LO 8. STRUCTURAL FILL SHALL BE PLACED IN ACCORDANCE WITH THE REQUIREMENTS OF THE GEOLOGY AND GEOTECHNICAL REPORT AND COMPACTION SHALL BE SUPERVISED BY A QUALIFIED GEOTECHNICAL REPRESENTATIVE AND/OR THE � elf <5 PROJECT ENGINEER. MATERIAL SHALL BE PLACED IN 8" LIFTS UNLESS OTHERWISE RECOMMENDED IN WRITING BY THE GEOTECHNICAL ENGINEER AND APPROVED IN WRITING BY THE PROJECT ENGINEER (BAILEY ENGINEERING). LiJ 0- 0 1 REMOVE UNSUITABLE O D MATERIAL 9. ALL STRUCTURAL FILL SHALL BE COMPACTED TO A MINIMUM OF 95% OF MAXIMUM DRY DENSITY AS DETERMINED BY ASTM D 1557 FOR BUILDING LOTS OR D 698 FOR ROAD AREAS. ONE IN-PLACE DENSITY TEST PER LIFT SHALL BE O BENCH HEIGHTS SHALL CONDUCTED FOR EVERY 5000 SQUARE FEET OF LIFT AREA FOR BUILDING STRUCTURES (ONE PER LOT) OR FOR EVERY 100 LINEAR FEET OF LIFT AREA IN PARKING AND DRIVEWAY AREAS. m NOT EXCEED 5 FEET 10. SHALLOW EXCAVATIONS THAT DO NOT EXCEED 4 FEET MAY BE CONSTRUCTED WITH SIDE SLOPES APPROACHING VERTICAL. BELOW THIS DEPTH, SLOPES SHALL NOT EXCEED 1-1/2 FOOT VERTICAL TO 1 FOOT HORIZONTAL. 11. FINAL SITE GRADES (CUT OR FILL) SHALL NOT EXCEED 1 FOOT VERTICAL TO 2 FEET HORIZONTAL. KY�H/5 OR PROVIDED MIN STRUCTURAL FILL P LACEM EN T 12. PRIOR TO PLACEMENT OF STRUCTURAL FILL, THE GROUND SHALL BE PREPARED IN ACCORDANCE WITH APPENDIX J, 'GRADING' OF THE INTERNATIONAL BUILDING CODE. FIGURE J107.3 AND AS DIRECTED BY THE PROJECT ENGINEER AND/OR JE U R C 073IF FILL HEIGHT EXCEEDS BASED ON 2012 IBC FIGURES J107.3 & J108.1 THE GEOTECHNICAL ENGINEER. VERTICAL FEET. NOT TO SCALE 13. ALL FINAL GRADING SHALL EMPLOY SLOPE ROUNDING AT TOPS OF SLOPES AND AT CHANGES IN HORIZONTAL SLOPE ALIGNMENT TO FACILITATE REVEGETATION AND PROVIDE AN ASTHETICALLY ACCEPTABLE APPEARANCE. 14. DURING ALL GRADING OPERATIONS AND UNTIL THE ESTABLISHMENT OF PERMANENT REVEGETATION, THE CONTRACTOR SHALL PROVIDE EROSION AND SEDIMENT CONTROL MEASURES IN ACCORDANCE WITH THE APPROVED STORMWATER PREVENTION PLAN. 0 D-7 STRUCTURAL FILL NOTES/DETAIL DATE: 09-20-2022 PROJECT: C2020-018 SHEET 3o5 rPPROVED FOR CONSTRUCTION se plans and/or specifications have been reviewed for compliance Meridian City Standards and Spec cations.This review does not reeve the owner,engineer,or contractor of the responsibility to design and/or construct those facilities in compliance with all current applicable federal,state,and local laws,rules,regulations,ordinances, development agreements,specifications,orders of approvals,all of which the City retains the right to enforce.Inconsistencies not noted by City staff shall not be construed as approved unless specifically addressed in writing by the City.Any proposed revision to these plans must be submitted for review and compliance with the Meridian City Standards and Specifications before said revision is constructed. Name Codee Neider Date 01/10/25 Permit Number LD-RSUB-2023-0018 ■ CD U WITH LANDSCAPE OR = Cp ASPHALT/CONCRETE Q TABLE OF SAND AND GREASE p V_ co PROVIDE GRADE RINGS TRAP DIMENSIONS W AS NEEDED 12" MAX INV. IN. TOP OF W Z TOP OF STRUCTURE DESCRIPTION BAFFLE INV. OUT INV. OUT STRUCTURE TO BY PRECAST SUPPLIER BYPASS NOTES: HAVE HS RATED TOP.5 TRAFFIC S&G TRAP #5W 2565.55 2565.45 2564.70 (18") 2565.55 ■, TOP 1 MIN. Y4•• 0 SMOOTH BARS WITH ENDS WELDED TO 1. CMP* END-SECTION SHOWN; FOR PVC PIPE BEVELED END SECTION, _ BAR-FRAME OF BAFFLE 2. ALL STEEL PARTS MUST BE GALVANIZED. = Z w S&G TRAP #5E 2565.55 2565.45 2564.70 (18) 2565.55 3. APPROVED END SECTION AND TRASH RACK ALTERNATIVE MAY BE USED BY CONTRACTOR W D Ew�4" 0 BAR-FRAME WITH APPROVAL FROM OWNER. ►� LJJ Cf) S&G TRAP #6 2565.55 2565.45 2564.70 N/A * OR CPEP SMOOiH INTERIOR Z w A FLE SPACING OJ tBOTTOM BOTTOM OF BAFFLE ENV �N SEE PROFILE VIEW FOR FINISHED GRADES AT SG o TRAPS. Z < W � BEVELED PIPE END SECTION V w TYPICAL PIPE COUPLING 2"x5" ANCHOR STRIPS WELDED TO 4" 0 SAN D f G R EAS E TRAP BAR-FRAME. 4 PIECES SPACED UNIFORMLY FASTEN PRIVATE ,PER I S PWC SD-624) WITH V GALVANIZED OR NON-CORROSIVE BOLTS AND NUTS. S\ONAL FN -NTS- TRASH RNTS-ACK DETAIL �0�� ENS�O Q 02/07/2024 20218 D-8 PRIVATE SAND AND GREASE TRAP DETAIL D-9 TRASH RACK DETAIL �oq �� OF \_� P DUNG PROVIDE METAL NOTE: DISTANCE TO EMBANKMENT AND DIVIDER BUILDING VARIES. BERM MATERIAL PER SOILS END SECTION W/ CHECKED BY: ENGINEER AND COMPACTION TRASH RACK & DAVID A. BAILEY P.E. RIP RAP AT PIPED 10' TO 95% REQUIRED (PER INLET(S) I o I MAX WATER DRAWN BY: AASHTO T180). N DEPTH = V-8" I 8'-0" I I 6'-0" _-III 12" 8" - 3H, w -I 3H:1V SIDE SLOPES -I - 1V 3N'�v 1V 3N'�v in �- _I I BIORETENTION SOIL MIX SPECIFICATIONS _ 00 - ••I• •I• •• •�• o 60% SAND -1 1 1 1- SEE DRAINAGE - _ SEE DRAINAGE Q I =III 20% SANDY LOAM (SILT, SAND, CLAY) _ _ _ CREATE POSITIVE SLOPE OF z CALCULATIONS FOR z CALCULATIONS FOR z NO SOD OVER NO SOD OVER _ _ CAPACITY -� -III- 20% COMPOST _____ 0.1% MIN TO BSM LENS SAND LENS _ CAPACITY SAND LENS - INFORMATION. za ENTIRE BOTTOM CONTT. BSM LENS -_-_- INFORMATION. o E BSM LENS - NOTE: BSM MUST BE IN CONFORMANCE -III WITH BOISE CITY STORMWATER DESIGN PER SPECIFICATION ----- CREATE POSITIVE SLOPE OF _ _ _ CREATE POSITIVE _.._.._. z -I - THIS SHEET ----- SEE DRAINAGE 0.1% MIN TO BSM LENS -_-_ \ SLOPE OF 0.1% MIN -_-_- z M MANUAL, APPENDIX C. - - _ _ _ _ _ o = - MIN. 3' SEPARATION ---- CALCULATIONS FOR --_--_ CONTT. BSM LENS TO BSM LENS _-_=_ CONTT. BSM LENS � m ' I FROM SEASONAL HIGH EXCAVATE TO - :_-_-_ CAPACITY ao NOTE: BSM HAS INFILTRATION RATE OF ----- PER SPECIFICATION -_-_- PER SPECIFICATION L _ G.W. LL 5 IN/HR [4 IN/HR RECOMMENDED IN INFILTRATING LAYER AS _____ INFORMATION. - _____ THIS SHEET _____ THIS SHEET a GEOTECHNICAL REPORT]...NATIVE SHOWN IN PLAN VIEW _ -_-_ w0 V) SHEETS 3.3-3.4. - - - EXCAVATE TO - - - EXCAVATE TO N MATERIAL ACTS AS LIMITING LAYER - - - - o BACKFILL WITH REJECT -_--_-- INFILTRATING LAYER AS ----- INFILTRATING LAYER AS N INFILTRATION RATE OF 4 IN/HR USED SAND, BSM OR -3/4" p} ----- SHOWN IN PLAN VIEW ----- SHOWN IN PLAN VIEW W � .. .. .. .. .. .. IN DRAINAGE CALCULATIONS. g a VARIES, EXTEND 12" MIN INTO INFILTRATING CRUSHED GRAVEL z SHEETS 3.3-3.4. SHEETS 3.3-3.4. N 0 N LAYER WHERE LENS IS SPECIFIED. BACKFILL W/ 24" z z 0 � � c� BACKFILL WITH REJECT BACKFILL WITH REJECT REJECT SAND, -3/4" CRUSHED GRAVEL, CLEAN z_ SAND, BSM OR -3/4" o z_ SAND, BSM OR -3/4" w� z o PIT-RUN OR BSM. NEAREST EDGE OF z CRUSHED GRAVEL -z CRUSHED GRAVEL INFILTRATION LENS MUST BE 10+ FT FROM BSM LENS TO BE i11 J z z EDGE OF BUILDING FOUNDATION. CONTINIOUS BELOW 24" -5 24" / /'� HIGH GROUNDWATER IS ANTICIPATED. IF SIDEWALKS AS SHOWN IN ? w w v , CONTRACTOR TO NOTIFY QUALIFIED GROUNDWATER IS ENCOUNTERED AT ELEVATIONS NOTE: PLAN VIEW. �X GEOTECHNICAL ENGINEER AND/OR PROJECT WITHIN 3' OF THE BOTTOM OF THE DRAINAGE CONTRACTOR TO NOTIFY DESIGN 10' INFILTRATION SWALE ENGINEER TO WITNESS POND EXCAVATION. FACILITY, CONTACT DESIGN ENGINEER IMMEDIATELY ENGINEER OR QUALIFIED > > j z GEOTECHNICAL ENGINEER TO SEE DRAINAGE 8 INFILTRATION SWALE SEE DRAINAGE 6 INFILTRATION SWALE FOR REDESIGN. UNTIMELY NOTIFICATION OF THE W BSM CALCULATIONS FOR CALCULATIONS FOR WITNESS EXCAVATIONS TO ENGINEER MAY RESULT ADDITIONAL COSTS TO FREE-DRAINING MATERIAL. PROVIDE CAPACITY W BSM CAPACITY W BSM 24 HOURS MINIMUM NOTICE FOR . THE CONTRACTOR. REFER TO GEOTECHNICAL TYPICAL SECTION INFORMATION. INFORMATION < 0 REPORT BY ALLWEST, DATED 02/22/2021. 24 HOUATION(MINIMUM NOT TO SCALE SECTION SECTION NOT TO SCALE NOT TO SCALE �-- PRIVATE INFILTRATION BASIN I . SECTION LJ.J -NTS- INFILTRATION SWALE DESIGN TABLE 0 WIDTH DEPTH V50 CAPACITY INFILTRATION POND DESIGN TABLE DESCRIPTION (CU ft) (CU ft) AREA (0) 0 V50 CAPACITY TOP OF 50-YR WATER FREEBOARD BOTTOM POND 50-YR WATER INFILTRATION GW ELEVATION 3 8' 1' 331 1,271 500 DESCRIPTION (CU ft) (cu ft) BANK ELEV SURFACE ELEV PROVIDED ELEVATION DEPTH AREA (0) NOT TO EXCEED 4 6' 8" 149 165 119 I _ POND 9 1,024 1,154 2568.3 2567.8 0.50' 2566.3 2.00' 440 2563.3 U 3 7 10' 1' 8" 397 556 233 to 3 8 10' 1'-8" 420 562 229 Q z D-10 PRIVATE INFILTRATION POND DETAIL D-11 PRIVATE INFILTRATION SWALE DETAIL Q SEE PLAN 1 '-0" PERVIOUS CONCRETE th CONTRACTION JOINTS IN NOTE: PERVIOUS CONCRETE - 10' 1. WORK ON PAW SUBDIVISION PERVIOUS CONCRETE SHALL CONFORM TO ALL REQUIREMENTS OF ACI 522.1, 'SPECIFICATION FOR 1. IF NECESSARY, DRAINAGE CONTRACTOR SHALL INSTALL 2" SCH 80 WATER CLASS PIPE CONDUITS THROUGH THE Q MIN, 20' MAX INTERVALS. PERVIOUS CONCRETE PAVEMENT,' PUBLISHED BY THE AMERICAN CONCRETE INSTITUTE, FARMINGTON HILLS MICHIGAN, EXCEPT AS DRAINAGE FACILITY FOR UNDERGROUND POWER LINES, GAS LINES AND TELEPHONE LINES. 8" THICK x V-0" MODIFIED BY THESE CONTRACT DOCUMENTS. 2. IF NECESSARY, WATER AND PRESURE IRRIGATION SERVICES SHALL BE PLACED IN 4" SCH 80 WATER CLASS PIPE PERVIOUS CONCRETE RIBBON CURB 2. CONTRACTOR SHALL SUBMIT DRAWINGS AND DOCUMENTATION AS REQUIRED BY ACI 522.1 FOR ACCEPTANCE BY THE ENGINEER THROUGH THE DRAINAGE FACILITY. SLOPE PER PLAN 2-1/2" ASPHALT 2.00% PAVEMENT TO INCLUDE: " SLOPE PER PLAN - PERVIOUS CONCRETE MIXTURE PROPORTIONS AND DENSITY 3. IF NECESSARY, SEWER SERVICES SHALL BE PLACED IN 8 DIA. WATER CLASS PIPE THROUGH THE DRAINAGE SLOPE 4" OF 3/4" MINUS - QUALIFICATIONS AND EXPERIENCE OF CONTRACTOR IN PLACING PERVIOUS CONCRETE. FACILITY. - . . . , . CRUSHED GRAVEL - IN-PLACE PAVEMENT RESULTS FROM PREVIOUS WORK, PREFERABLY WITHIN THE PREVIOUS 12 MONTHS. VVVV TOP OF STORAGE '. .' '. .' '. 0 4. GROUNDWATER IS ANTICIPATED AT SHALLOW DEPTHS ACROSS THE SITE. IF GROUNDWATER IS ENCOUNTERED HIGHER ' �o��o' ' o o' 'o o ' 'o' ' o o' 'o +'+o+'+'o' ' 0 3 :a 9" OF 6' MINUS - IF PREVIOUS WORK EXAMPLES ARE NOT ACCEPTABLE TO ENGINEER, CONTRACTOR SHALL PROVIDE TEST PANELS AND THAN INDICATED ON THE PLANS, THE CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY FOR REDESIGN OF PIT RUN EVALUATION RESULTS AS REQUIRED BY ACI 522.1. PONDS TO PROVIDE 24 MINIMUM CLEARANCE BETWEEN GROUNDWATER AND THE BOTTOM OF THE FACILITY. UNTIMELY ov5/vZ_T O O O O O O O O O O O \\ / 3. TWO CORES SHTRANSALLPBE REMOVEDLF OM EACHACEMENT NDRAINAGE AREA PANEL DED FINISHING PLAN, IFINEDNG EONOTHELMAPD THE EQUIRESULTS OF PMENT ITHE TESTS REPORTATPREPAREDION OF HBYEALLWEST, DATED 02/22/202NGINEER MAY RESULT IN �ITIONAL COSTS TO THE CONTRACTOR. REFER TO GEOTECHNICAL \ o 0 0 0 w Ov�Ov�Ov DESCRIBED IN ACI 522.1 SHALL BE REPORTED TO THE OWNER AND ENGINEER PRIOR TO FINAL ACCEPTANCE. 5. MONITOR WELLS ARE NOT REQUIRED AS THE DESIGN OF THE PERVIOUS CONCRETE TRENCHES ARE SUCH THAT W p � o \\ \\ \\ / 4. CONTRACTION JOINTING PER ACI 522.1 SHALL BE PERPENDICULAR TO PANELS AT 20' MAXIMUM AND 10' MINIMUM INTERVALS THEY ARE NOT CLASSIFIED AS INJECTION WELLS UNDER THE IDWR REGULATIONS. m 2" CLEAN DRAIN ROCK ����� \j " SUBGRADE COMPACTED TO ALONG EACH DRAINAGE AREA PANEL. 6. MINIMUM PERCOLATION RATE: 4" PER. HOUR NATIVE MATERIAL SERVES AS REGULATING LAYER 2 OF 3 4' MINUS � ] ry O O O O O O O O O O O O O CRUSHED GRAVEL 95% DENSITY 5. PERVIOUS CONCRETE SHALL BE POURED IN ITS ENTIRETY AND THEN CUT OUT IN CLEAR, STRAIGHT LINES FOR PLACEMENT OF ���� / CARPORT FOOTINGS. 7. NO BEDROCK HAS BEEN ENCOUNTERED IN ANY EXCAVATIONS ON THE SITE. vovwwwwwwwww� \\ ROAD MIX = O O O O O O O O O O O O O O 6. INSPECTIONS AND FINAL ACCEPTANCE OF PERVIOUS CONCRETE CONSTRUCTION SHALL BE BY BAILEY ENGINEERING, INC. 8. DEPTH TO INFILTRATING MATERIALS WILL VARY ACROSS SITE. L � WRAP SIDES ONLY WITH ��cSLjovvUvUvUvUvUvUvUvUvUv \ 0 30 MIL HDPE LINER WRAP SIDES AND BOTTOM J TABLE OF PERVIOUS CONCRETE DRAINAGE FACILITY DIMENSIONS l!/) BOTTOM OF STORAGE .......... . . OF ROCK WITH DIMENSIONS OF PERVIOUS CONCRETE DIMENSIONS OF STORAGE BED 18" MIN C-33 :.rt; ':,:. �: ::. •: :a.. >• ,;. 30 MIL HDPE LINER ;;;`�,:.:,�- '`' '; �:��: ^:° ,..;.::; >:s,:'..:...;':i ,`.:: :;. DATE: z_ SAND FILTER j...:.......:.: ;.''...,4.• ` LENGTH WIDTH LOWEST PERVIOUS TOP OF VOID DESIGN DEPTH LENGTH WIDTH BOTTOM OF VOID BOTTOM OF MAX HIGH V100 CAPACITY 07-25-2022 CONC. ELEV. STORAGE ELEV. STORAGE ELEV. SAND ELEV. GW ELEV. BOTTOM OF SAND `''' i DESCRIPTION (FT) (FT) (FT) (FT) (FT) (CU FT) (CU FT) PROJECT: C2020-018 EXCAVATE 2' MIN INTO FREE DRAINING PERVIOUS AREA #1 114' 7' 2572.00 2571.50 2.0' 114' 7' 2569.50 2568.00 2567.50 637 638 SHEET SEASONAL HIGH GW MATERIAL MINIMUM AS SPECIFIED IN TABLE THIS SHEET. PERVIOUS AREA #2 62' 7' 2571.27 2570.77 2°0' 62° 7' 2568.77 2567.27 2566.77 345 347 D-12 PERVIOUS CONCRETE 3o6- rPPROVED FOR CONSTRUCTION se plans and/or specifications have been reviewed for compliance Meridian City Standards and Spec cations.This review does not reeve the owner,engineer,or contractor of the responsibility to design and/or construct those facilities in compliance with all current applicable federal,state,and local laws,rules,regulations,ordinances, development agreements,specifications,orders of approvals,all of which the City retains the right to enforce.Inconsistencies not noted by City staff shall not be construed as approved unless specifically addressed in writing by the City.Any proposed revision to these plans must be submitted for review and compliance with the Meridian City Standards and Specifications before said revision is constructed. Name Codee Neider Date 01/10/25 Permit Number LD-RSUB-2023-0018 ■ m rn Q U M N 3: 0o D M ♦v+ N o � 0 R w M M F q � LU � Q � p R L w w w w F Z NON-WOVEN FILTER FABRIC o J > w _ (ISPWC SECTION 2050.2.3.A. w n w In LU .� a OVERLAP 1' MIN. TOP AND Z o w = �A SIDES ONLY. v o o = Z to 18" WIDE ASTM C33 FILTER SAND s � W Cn W w Z � III=1 =1 III=1 =1 =1 =1 =1 =1 =1 =1 =1 =1 =1 =1 =1 =1 =1 =1 ■ca Z cf)W CD M I_I I I_I I I_I I I_I I I_I I I_I I_I I_I I_I I_I I_I I_I I_I I_I I_I I_I I_I I_I 180. s �__��5 W a co III=1 =1 III=1 =1 I-III=III =1 =1 =1 =1 =1 -111-111-11 1=1 5 EA. 3/8" DIA. 8 EA. 3/8" DIA. w5o l - - - - - - -I W2-I LU PERFORATIONS IN EACH PERFORATIONS IN EACH w III-1 -1 III-1 -1 =1 =1 -1 -1 -1 -1 -1 III III 1=1 1=1 1=1 1= 18" PERF PIPE VALLEY OF VALLEY OF a SEE PERFORATION CORRUGATED PIPE. CORRUGATED PIPE. V � Lu o 0 0 0 0 0 0 0 0 0 0 0 0 o CLEAN 1.5"-2" SCHEDULE BELOW. 18" PIPE PERFORATIONS 12" PIPE PERFORATIONS DRAIN ROCK _ l.�S�pN A L FNG w CLEAN 1.5 2 DRAIN ROCK o 0 0 0 0 0 0 0 o� �G E N S� o o 0 0 0 0 0 0 0 o 0 0 Q 02/07/211 1 0 0 1x o r 1z 257 2574 2 0 218 } STA:2 00.00= Nq D MONITORING WELL SG T P W O�qy B FDVNGQ PER ISPWC STA:2 10.62 SG T P E 12 PERF PIPE [BYPASS] RIM:2 69.84 SD-627. EXTEND 1' STA:3+28.62 SEE PERFORATION PVC LINER, ACROSS BELOW TRENCH. 257 2572 CHECKED BY: SCHEDULE BELOW. BOTTOM OF ROCK AND INV I :2565.55 12 DAVID A. BAILEY P.E. ALONG OUTSIDE EDGES SUMP: 563.70 OF ROCK. LINER SHALL INV I :2564.70 18 E EXISTING GRADE INV IN: 565.55 12" DRAWN BY: WOVEN GEOTEXTILE FABRIC INV OUT:2565.55 2"S INV 0 T:2564.70 1 "W JBD TYPE II MATERIAL PER ISPWC BE CONTINUOUS (SEAMS INV 0 T:2565.55 1 "S SECTION 2050.2.3.A. OR FACTORY SEALED) OR - - - - (TO BE PLACED BETWEEN PROVIDE 12" OVERLAP AT 257 _ - - - - - - -- - - -- 2570 DRAIN ROCK & SAND) SEAMS. STA. 2+a4.10 FINAL GRAD ELEV: 2 68.20 (18" MIN COVER) 7F 256 " �� TYPICAL PRIVATE VERTICAL SAND FILTER SECTION SDR-35 0.62% 2568 -NTS- o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4 LF 12" o SDR-35 0 1.43% NOTE: 1. NOT USED. o o o o JUNCTION E1 w 2. GROUNDWATER WAS ENCOUNTERED IN TEST EXCAVATIONS ON THIS SITE. IF GROUNDWATER IS ENCOUNTERED HIGHER THAN INDICATED ON THE 256 2566 PLANS, THE CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY FOR REDESIGN BETWEEN GROUNDWATER AND SEEPAGE TRENCH BOTTOM. o 0 0 0 0 0 0 0 0 0 0 o c RIM:2569.30 UNTIMELY NOTIFICATION OF THE ENGINEER MAY RESULT IN ADDITIONAL COSTS TO THE CONTRACTOR. NO BEDROCK WAS ENCOUNTERED IN ANY OF SUMP:2564. 0 w THE TEST PITS. REFER TO GEOTECHNICAL REPORT PREPARED BY ALLWEST, DATED 02/22/2021. o 0 0 0 0 o 0 0 0 0 0 0 0 0 0 0 o INV IN:2565. 0 12"N N 3. ALL MONITOR WELLS SHALL HAVE A CONCRETE APRON POURED AROUND THE CAP. o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o INV IN:2565. 0 12"S w o d3 ' INV OUT:256 .60 12"W Q: Z 4. CONTRACTOR TO HAVE PERCOLATION TEST PERFORMED BY SOILS ENGINEER AFTER SEEPAGE TRENCH IS FULLY EXCAVATED. GEOTECHNICAL 256 2564 ENGINEER MUST VERIFY THE INFILTRATION RATE AFTER THE FACILITY IS FULLY EXCAVATED. IF THE PERCOLATION IS LESS THAN SPECIFIED BY THE , ^ SOILS REPORT AND ENGINEER (4"/HOUR), CONTRACTOR MAY NEED TO BLAST OR BORE TO CREATE CONDUIT FOR DRAINAGE TO OCCUR OR REDESIGN V /J THE SYSTEM TO ACHIEVE THE REQUIRED INFILTRATION. LSTA. 2+2 .10 5. EXCAVATION OF TRENCH IS TO OCCUR WITH A QUALIFIED GEOTECHNICAL ENGINEER AND/OR PROJECT ENGINEER ON-SITE. ELEV. 2564.20 j Z 256 2562 CENTRAL VERTICAL SAND LENS 2-Y PROFI E 0 20 0 10 20 40 H R: 1 "= 0' W SCALE IN FEET 256 ER: 1 "_ ' 60 o 1"=20' +60 1 +80 2+00 2+20 2+40 2+60 2+80 3+00 3+20 3+40 3+60 3+R 0 12" SDR- 5 01.43% 18" PERF PIPE OO. O% F 1 -900 ®0.6 % SEE PERFORATION S HEDULE Tull SHEET- A _ - 257 2574 I I - - W F SG P W °I ° EJ • I/o ° °I ° I PI_ � to Ih J NCTION W2 °SG TRAP E -° PI PI PI � PI PI PI PI A•2+37e47 S TRAP E CTI 1 - UNCTION E2 < 0 257 • 2572 o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 �- TA:3+59.72 ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° N -E1 - RM:2569.40 ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° UMP:2564.47 O _ RIM:2569.47 EXISTING GRADE I N o° ao0 °00°0°0°0°0°0°0°0 0°0°0°o°o°oio°�o°o°o°o " S MP:2563.70 ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° , ° S TRAP W I V IN:2565.4 12 N S MP:2564.47 " --- ---- ° c ° ° ° ° ° ° ° ° ° ° ° ° °�0 ° ° ° ° ° ° - ST •2+10.62 " I V IN:2565.5 12 E °o 0 0 0°0 0° 0°0°0°0°0°0°0 -°O°o°O°O°o°o°o° - -- - z I V OUT:2565. 7 12 E INV IN:2 65.47 12 W , RI :2569.84 I V OUT:2564. 0 18'W �� .. .. INV IN:2 65.47 12 N „ 12 SD 35`, 0 °o o° o°o° °o°o°o°o°o°o°o o_o°O°0 0°0°0 0°0° z 257 SUM :2563.70 I V OUT:2565. 5 12 S 2570 O O O O O O O O O O �o O O O O O O O -----_ _ - _ --- - -- --- O o 0 0 0 0 0 O o 0 0 0 0 0 0 0 0 0 --- - - - - - - - - - - - 00 000 00°0 0°0 0�0 00o0000��00000000000 /'1 __ - _- --- - - --- o 0 0 0 0 0 0 0 0 0 0 0 0 0 o V J " 0 o o�0 0 Or�Q o 0 0 0 o°a � O O O 3 00 INV IN:256 .70 18 E ---- - -- - - 000 000 °000 0°0 O,_00 °o°o°o°o°o°o°U-a Q o° I " --- - -- ° O 0 0 0000 00000 0 000000000000000000U_Q�0 C ---- -- INV OUT:2565.55 12 S o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 - Q 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 " *_3 ®0.229' A 2+52.93 INAL GRADE 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 u � •� o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 � o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o 4�ELEV- 2568.20 18" MIN COVER) n O O, O O O O 0 0 O O O O O O O O O O O O O O --- --- °O °0°0 0°O°0°0° O°0°O°0°O°O°O°O°O°O°O°O°00000° O O O O O O O O O O O O O O O O O O O O O O -- I� s I fTl °O Oho 0°0°0°0°0°0°0°0°®°0°0°0°0°0°0°0°0°O°�O�°�O° 256 2568 T 0 0 0 0 0 0 0 0 0 0 0 0 0 Ll O 00 O-O-O- - /V; 0-No O O O O O O O O O O O O O O O O O O O II 0g o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 PI o o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0°�O I o o O_o_o 0 o o 1 o 0 0 0 0 0 0 0 �\ A/ �f� a Q � \ ° 90.0' U CTI N ----- 35 L 12" 0 34 LF 12" p - ° PI ou ° PI PI ° c° ° PI PI '.° PIS ° �, I SDR-35 0e22% 256 SDR-35 C1 0.22% 2566 12" PERF IPE 00.00% -- --- - SEE PER RATION SCHEDULE THIS S EET 256 2564 W A: 2+52.93 LJ 2564.20 TABLE OF VERTICAL SAND FILTER DIMENSIONS ELEV- Ll 2 /1 DEPTH LENGTH WIDTH CAPACITY REQ. VOLUME WIDTH CAPACITY REQ. VOLUME VOID STORAGE STORAGE GRADE ELEV.BOTTOM OF TOP OF VOID MIN. FINISHED 256 562 �J � DESCRIPTION (FT) (FT) (2-YR, FT) (2-YR, FT 3) (2-YR, FT 3) (50-YR, FT) (50-YR, FT 3) (50-YR, FT 3) CENTRAL VERTICAL SANDLENS 0-YR PROFILE ELEVATION ELEVATION HOR: " DATE: VERTICAL SAND FILTER 5 4' 90' 13.5' 1,944 1,917 36' 4,896 4,792 2564.20 2568.2 2569.7 �20 09-20-2022 ' VER: 1 =2 PROJECT: 256r) 25 C2020-018 +60 1 +80 2+00 2+20 2+40 2+60 2+80 3+00 3+20 3+40 3+60 3+80 4+00 4+20 4+40 60 SHEET D-13 VERTICAL SAND FILTER (SHEET 1 OF 2) 3o7 CPPROVED FOR CONSTRUCTION e plans and/or specifications have been reviewed for compliance Meridian City Standards and Spec cations.This review does not reeve the owner,engineer,or contractor of the responsibility to design and/or construct those facilities in compliance with all current applicable federal,state,and local laws,rules,regulations,ordinances, development agreements,specifications,orders of approvals,all of which the City retains the right to enforce.Inconsistencies not noted by City staff shall not be construed as approved unless specifically addressed in writing by the City.My proposed revision to these plans must be submitted for review and compliance with the Meridian City Standards and Specifications before said revision is constructed. Name Codee Neider Date 01/10/25 Permit Number LD-RSUB-2023-0018 ■ Q O U Q C_ m v N J N y W ■ z I- 2574 - 2574 z STA:4+ 5.83 = 5 JUNCTION 6-1 RIM:25 .64 a STA:2+53.56 SUMP:2 65.17 II RIM:2570.30 CB B = N INV IN: 566.17 12 z ° ° v I SUMP:2564.64 STA: +52.67 W 1 257 INV 0 :2566.17 12 N 2572 0 0 0 0 0 0 0 0 W 0 0 0 0 0 0 " EXISTING GRADE SUM :2564.85 W w O°o °o 0 0�0� ° ° INV IN:2565.64 2 E z w O ° ° °°°°° °°°° I I I ! INV OUT:2565.6 12"S INV IN:2565.85 12"S U � I INV UT:2565.85 12"N z W M 1 W < Q N � LOCK T77 - --- - - - ---_ _ w I I II I CB 6A LU 257 -- CB C 2570 ° I I i I -- - - -- - - -- - ---- - -- -- STA.- +49.11 C� W RIM: 569.26 12" SDR-35 00.22% I ' SUM :2565.26 I i a it INV UT:2566.26 12"E ANAL N �� � S� FN II I I ii ' 256 2568 �s c, ENS�O Q 02/07/2024 I I ii i i - I ' 2 LF 12" 20218 JUNCTION 6-1 ' ' I I I " ' � s 12 LF 12" 68 LF 12" 27 LF 12" 52 L 12" SDR 35 ® 0.22 I I 256 - 0.22 SDR-35 0.61% 2566 v�,L F OF J CTI,ON 6y2 �� �h' B. NUN PI PI PI PI PI 1Li 2 1a' SDR-35 0%22% o� I JUNCTION 6 2 1 PERF ® � °' r I i STA:3+23. 1 0 0 0000 0 0 1I2" SCR- 5� 0.2 °!o CHECKED BY: RIM:2570. 7U DAVID A. BAILEY'I O°O 00000° ° °O000OO ° il � 00 0 0 0 0 ' 256 SUMP:2565. 9 2564 DRAWN BY: o 0 0 0 0 0 0 0 0 1 II 0 0 0 0 0 0 0 0 o I o o INV 1 :2565.79 12 S JBD ° ° ° ° I I -- -" STA:2+00.0 o °O°o°o°O°O°o°o°O°O \ L-- -� !I RIM:2568.75 INV 0 :2565.79 12 0 0°0°0°0°0°0°0°0°00 6=� SUMP•2564. 5 W W w N 0°°°°°°°°°°°°°°°°° \ I INV OUT•25 5.75 12"SE 12" SDR-35 ® 227 °0°0°0°0°0°0°0°0°0 1 CB 6��� I �� I 00000000 0 0 0 0 0 CL - - &4 0 ° °°0 1 ` I 256 2562 °�I I W s s �: - - - - � m I " 1 M DRI E THRU SD PR0 ILE 12 SDR-35 ® .26 0 1 0 0 0 0 0 0 0 0 o w o 0000000000000000000000000000 - „� \ s I 123 SD -m 0.6 HOR: "=20' G RAP ' I I VER: 1 "=2' 37.0' 1 256 60 z W 25 � F +80 2+00 2+20 2+40 2+60 2+80 3+00 3+20 3+40 3+60 3+80 4+00 4+20 4+40 4+60 4+80 5+00 0 a 2 0 �/ 3 I I d ° ° III a. Q /V T\ -JI L___ - 1 b� 3 F a W - \ ll ` w a w wll l µ I� 4 0 a ili �j o F \ I I � Z N m l l 257 2574 _ a PI f /1 0 I JUNCTION 6�3I In I I I II I •2+00.00- CB �'� LOCK 1 31 1 / ijij I ' % 257 JU CT'%+ 6-1 2572 0 0 0 0 0 0 0 0 0 i 12" Q R- 51� .22 ' IM:2570.30 Q 'III e, =, S MP.2564.64 --------------- - - - _ I� � I; �ii I » FINAL GRADE EXISTING GRAD = -- - - - INV IN:256 .64 12 NW INV IN:2565.64 12"E - - - ------ ---------------------- INV -- o __ LIJ 257 OUT:2 65.64 12"S 2570 BLOCK 3 --- Q - I I . 26 LF 12" 0 0 0 0 0 0 is i -- O SDR-3 ® 0.26% 57 LF 12" PERF PIPE 0.00% j -------• _ o I' I ,. 256 [ONLY THE PORTION EAST 0 SG 2568 j -~~ --~� ` !• , W 1 LF 12" ------ - _----------i, SDR-35 ® 0.22% ' - 0 0 0 o o A; 2+92e21 �+ r-si e i tr - I j 1 v o C j -------- �J I 256 2566 ® O O O ® O l ® I 1 � 0 0 0 o - - LJ P o ' 1 0 0 0 0 0 0 o I :.; r r 256 sTA:2 11.12 2+s2.21 2564 O 20 0 10 20 40 RIM•2 70.13 SG TRAP 6 2564.20 O I I SUMP:2 64.62 STA:2+41.9 o l7-71 SCALE IN FEET I V IN:2565.6 12"N RIM:2569.91180 0 40 80 160 0 ' IN OUT:2565.6 12"S INV IN:256 .55 12 N O _. - 1 20 256 INV OUT:25 4.70 18 E 2562 . a j __I SCALE IN FEET O '= L Iji --------------------1--------i= + -~ + -V - - - 2560 o 256 _ I DRIVE THRU VERTICAL SAND LENS PROFILE BLOCK II' r I N , H O R: "=2 0' I >> f ---------- -------------------- - ___ -_ - _ _ VER: 1 =2 -_ - - _- - _ 255 +60 1 +80 2+00 2+20 2+40 2+60 2+80 3+00 3+�0558 I �- ----- - Li TABLE OF VERTICAL SAND LENS DIMENSIONS QQPRIVATE ROLLED CURB AREAS AREAS MARKED USE ROLLED CURB. OTHER PRIVATE . . . . . . . . CURBING SHALL BE RIBBON CURB. DRIVE THRU TO USE Ly VERTICAL CURB PER D-3, SHEET 3.5. / /� DEPTH LENGTH WIDTH CAPACITY REQ. VOLUME WIDTH CAPACITY REQ. VOLUME BOTTOM OF TOP OF VOID MIN. FINISHED v , DESCRIPTION (FT) (FT) (2-YR, FT) (2-YR, FT-3) (2-YR, FT-3) (50-YR, FT) (50-YR, FT-3) (50-YR, FT-3) VOID STORAGE STORAGE GRADE ELEV. ELEVATION ELEVATION DATE: VERTICAL SAND FILTER 6 3' 37' 12' 532 514 29 1,287 1,285 2564.20 2567.20 2568.70 07-25-2022 PROJECT: C2020-018 SHEET D-13 VERTICAL SAND FILTER (SHEET 2 OF 2) 3 11 8- APPROVED FOR CONSTRUCTION These plans and/or specifications have been reviewed for compliance with Meridian City Standards and Specifications.This review does not relieve the owner,engineer,or contractor of the responsibility to design and/or construct those facilities in compliance with all current applicable federal,state,and local laws,rules,regulations,ordinances, development agreements,specifications,orders of approvals,all of which the City retains the right to enforce.Inconsistencies not noted by City staff shall not be construed as approved unless specifically addressed in writing by the City.My proposed revision to these plans must be submitted for review and compliance with the Meridian City Standards and Specifications before said revision is constructed. Name Codee Neider Date 01/10/25 Permit Number LD-RSUB-2023-0018 ■ m ;_ ACCESS DRIVE KEYNOTES = N M N O MATCH EXIST. CURB, GUTTER, & SIDEWALK Ir Q FIELD VERIFY PRIOR TO CONSTRUCTION N c' CROSSWIND � � O SAWCUT EXIST. ASPHALT AS REQUIRED (MIN. 2') FOR 1% _j m LU TO 4% CROSS SLOPE (PER. ACHD SD-806, ■ Z I SD-301, & SD-303) L Z 3+18.80 3+18.80 �w I I WIND GUST 0 CONSTRUCT VALLEY GUTTER PER ISPWC SD-708. Z 3 -16.50L 2571.74 TRC 16.50R I ;' I � I I ® INSTALL TYPE II SIDEWALK BARRICADE PER ACHD ■= a 2571.74 TRC I / cns I; I\ p SD-1132A W/ THICKENED EDGE ALUMINUM WITH `� o 4 O 4 / STATON m \ I I C STRIPED DECALS W/ KICK PLATE. NOTE. WHERE = -- -- -- -- SIDEWALK ENDS AT GRAVEL TURNAROUND, PROVIDE Z w -- -- -- - -- -- 0 -- -- -- -- -- -- - I F Z PI PI --1�- -- ❑�-_•_�;•; 1 •I• A SMOOTH TRANSITION TO GRAVEL (WITHOUT BARRICADE.) W / o W `n \ o 0 o O o 0 0 0 0 0 // ❑ \ I I ; 05 INSTALL TYPE III TERMINUS BARRICADE W w o 0 0 0 0 0 0600 0 0 0 0 0 0 0 0 3 )-0;0 0 0 0 0 (I tii \ Z w � - _ _ 0 0 0 0 0 0 0 0 0 0 0 0 0 o c o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0�000000°000000 i WHIRLWIND & "THIS ROAD WILL BE EXTENDED IN THE FUTURE" o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 \ \ o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 II I o ■� ❑ ❑ _O o_2 0 2-0�0-0-0-0_o o 0 0 o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o I; I SIGN PER. ACHD SD-11326 W/ THICKENED EDGE ALUMINUM C'3 cn CD \ \ L0_Lo o 0 o 0 0 0 0 0�000-o O ono 0 0 0 0 0 0"°0 0 0 0 0 0 o WITH STRIPED DECALS Z SEE GRADING WG 1 0 3+10.25 GC / CC) Il \ SHEET 3.3 3+10.16.50L 3 16.50R ' I a 2571.62 TRC SEE GRADING r it � n FF 1 cc 2571.62 TRC Z ACCESS DRIVE °0� SHEET 3.3 / O III j'I \ I 1 W. usTicl< RD. © CONSTRUCT PEDESTRIAN RAMP PER ISPWC SD-712C. J I 3 1°0- I INDEX MAP v W 1 I / I 1 1 _200 (7 CONSTRUCT MID-BLOCK PEDESTRIAN RAMP PER ACHD PI° PI _-PI PI° PI�PI 7r _I PI�pI PI PI-e PI F PI�°PI PI° dl PP PI iA 1 I I SD-71 2G. / 1 / 2+48.50 GC 1 2+48.50 GC li I I I I i i i \ � N � ® CONSTRUCT PEDESTRIAN RAMP, TYPE 'H4' FOR ROLLED -16.50L 16.50R III I I I CURB. SEE DETAIL SHEET 4.2. S�pNAL FN 3 2569.46 TRC - __� L--- J L--- J I I l i it i I CO r ---- J L-- L L-2569.46 TRC J L ---J L-------J L- I 1 LOCK 1 1 16 50R 0 I I O CONSTRUCT PEDESTRIAN RAMP, TYPE 'H7' FOR ROLLED Q� 02/07/2024 1 2+39.69 GC 3+38.41 °° 3 3 2569.37 TRC \ J I I I CURB. SEE DETAIL SHEET 4.2. I -12.00L \ I I h I 20218 2568.44 TRC -36.50E 2 4 7 a 3+71.41 NOTE: ADA STANDARDS REQUIRE THAT CROSS SLOPES N O 2+25.00 1 1 2569.33 TRC S�0 S -36.50L - l I C I SHALL ON ANY PEDESTRIAN RAMP ORr -12.00L \ 2+36.50 '0 2569.37 TRC \ I o 1 I SIDEWALK.TAC DE WILL NOT ALLOW ANY TOLERANCE FROM 2568.28 TRC (,,I -16.50E I I IO� OF GP I 2569.33 TRC ) �V C,J 4+94.50 CJT I I THIS REQUIREMENT. LONGITUDINAL SLOPE ON PATHWAYS ,9 N I I SHALL NOT EXCEED 5.00%. y B. Dv 2+18.72 / _ 2+16.0� 3 ° 2+16.50 2571.87 TRC I 5+53.97I I I II-12.00E 1 ❑ J 2+50.33 GC 1 36.5OR 1 �; NOTE: ALL PEDESTRIAN RAMPS MUST HAVE DETECTABLE 2568.32 TRC /� / -14.10L \ 36.50E - 2569.33 TRC 4+14.50 4+54.50 -36.55E \, II I WARNING PER ISPWC SD-712. CHECKED BY: i 2568.96 TRC 2572.00 TVC 2+06.54 ❑ 2568.58 TRC � � 3+91.41 -16.50E -16.50E I II � � II I DAVID A. BAILEY P.E. / 2+62.49 GC 3+18.41 GC 3 - � .I �I ` -14.79E -16.50L 2569.87 TRC 2570.87 TRC I 5+33.97 I� DRAWN BY: 2568.43 TRC - -16.50L -16.50L Q ® CB #P1 - INV ELEV: 2566.45 W/ 1' SUMP PER ACHD / / 2568.73 TRC 2568.96 TRC I ao 2569.33 TRC I -16.50E 4 I III I 4 o r 2572.18 TVC 1+92.70 / R2Q0, a ° p 4+00.00 r II 6 LL �I 1 III I ®0 28% w/ ROLLED CURB. CONST. 18 LF 12" C-900 JBD o nI / I 8 �, °°a 5+27.02 HP I TO SPUTTER MH 2568.61 TRC N 2569.50 TRC ❑ ❑ I (QP,00=1.40 cfs, QPss=1.00 cfs) z -17.97E ® � �❑ \ �❑ �° - 8 3 1 ° � -16.50E I ! I ° I -16.50E I �'o �,� \ z 0 I -/ 0 I L-- -- L_ a L❑ a 2572.07 TRC o. 1 ° \ � I \ 2 1 POND #1 - SEE DETAIL SHEET 4.3 -------- ------------ a O ° ° �610 °.. m I� I \ I EL �a ° s S ° 3 ° 2 CONSTRUCT MONITORING WELL #1A PER ACHD SD-627. 9 __ l o -- ---- --- - ° ° ° I 1 ° 1 ° s ° I 1 I SEE DETAIL SHEET 4.3. w e 0 z ------- ---- � 0.50% ° I I 71.42 I \ ° 3 ° F/L \ © CB #P2A - INV ELEV: 2566.50 W/ 1' SUMP PER ACHD 1 w W W W �� I _ z z 0 W w W W W 1.40% 2 0 10 20 40.8 ° W W �I SD-604A TYPE IV. CONST. 29 LF 12" C 900 ® 0.34% TO 7 - % w 9' 5 -� w ° W Q Q w 2 W w 1 h W 3 1. �- III \ CB #P2B o 0 w \ 1 68.94 F/L I III \ QP1oo=0.39 cfs, QPss=0.28 cfs 0 2 Oil _ _ CROSSWIND ST \ 1 / I W W _ 0 1 0 SCALE IN FEET ( ) z M M { - _ _ _ _ _ _ _ _ - - - - I 11 \ p1 ® CB #P28 - INV IN & OUT ELEV: 2566.40 W/ 1' SUMP PER o ± N 68.06 F/L o N - -~ M 2+0 r, - - - - - °' 1"=20' ACHD SD-604A, TYPE IV. CONST. 15 LF 12" SDR-35 ® 0.33% u? I 2569. toy to I TO SG TRAP #P2. o- v v SS_SS s s s � s s s sl s s Q s s s s s s s�� S� 2,0 I (QP,00=0.17 cfs, QP2s=0.12 cfs) a s ° 0. 68.94 F L I w 9 1 1 01 a% 49; \ 1 / 1 I o r4 r4 _ ____ ______ ____ 3 'O .I I \ © VERTICAL SAND FILTER #P2 (PER ACHD BMP 21) & SG N N ----------------- ------ 0.50% s - ° ° 1.57% 3 I \ I TRAP #P2. SEE DETAIL SHEET 4.2 w Q \° 1 s° ° 1 ° ° ° G j 1 �___ S ° 1 ° ° ® CONSTRUCT MONITORING WELLS #2A & #2B PER ACHD ; o N N ------------------ ° ° ° I \ o I SD-627. SEE DETAIL SHEET 4.3. o 0 N 3 0 0 0 0 0 0 0 0 0 0 0 0 0 o W o _ 9 O O O O O O O O O O O° 1+93.00 o r ❑, r° - °; ❑, ❑ o '� 30N o°o°o°o 0 0 0 0 0 080 I I I 4© CONSTRUCT 14' WIDE GRAVEL ACCESS PAD PER DETAIL 18.11R _ \ O 1 I 11 Q o�o�ovo�o�o 0 0 0000°0° 5+27.02 HP I 6 2568.63 TRC i �-;4. SHEET 4.3. 3+31.00 ��`'� $ � ;a�,�.,,�' ,; . _'. 16.50R I I 1 I 2 12 OOR 2+62.49 GC 16.50R d° o 2572.07 TRC - 4® NO PEDESTRIAN SIGN PER MUTCD R9-3 & ACHD 2+07.37 16.5OR 2569.03 TRC 3+46.00 ----- -- 5+34.20 I�rL� ;; I I TS-1114 (SIGN TO BE ON BOTH SIDES OF POST). 14.85R I 2568.39 TRC 2568.73 TRC I 31.50R 1 I 3 B L 0 v K 16.50R I 4 a III I COORDINATE EXACT LOCATION W/ ACHD STAFF. 2568.52 TRC I ° 4+96.54 GC 2569.41 TRC I 3+70.00 3+85.06 2572.16 TVC 2+19.69 I 16.5OR _ 5+54.20 m 2+39.69 GC 31.50R 12.00R I SEE GRADING - 16.5oR 2571.92 TRC I 36.42R 2568.41 TRC 12.00R _ 2569.41 TRC 2569.30 TRC I 2568.51 TRC I SHEET 3.3 �I 2571.65 TVC I 2+50.33 GC I SEE GRADING LL - 14.1OR ------ -- SHEET 3.3 IV � non C-o,2568.62 TRC N .� ° � I I II° 0 I 131 I I 1 S'E ISHEEN' 13. FOR D IVEWA I SEE GRADING I I� 0 _ ! I I I �C1 O .ORE A(ONG LIND R. SHEET 3.3 257 2576 257 2576 0. t� Q O W N 0 c�^Q Nr- Z NOZ Lj^ 0 O ff_ + O O Q N 257 2574 257 N 2574 0 W > 2 I+Cq M W QWQ HJ � 50 QW O NWT (nW2 Q U N W IM N W W 00 O�cVCD FINAL GRADE 0.50% O�� FINAL GRADE z �' -' 2572 257 �' Z 2572 2572 LO^Z �� 'za 4� c� rnCo= _ oa' Z 0°' �_ NppN 'OOQ ��2 +� Z MNU �i +� N �� C*4 X 0 U MN ~ °'�w �U '''� W I-` 50 2 50% ��/ STA: 5+62.02 N N O +N >O % A: 3+18.80 +cV Cq 5 Q Q W Q � 04 a W Q g 5 : 2571.83 = W o ¢W Ww ELE 2571.63 W U � Q Q J N WO H J N W O END C NSTRUC110N ">U ••>o Q W GRADE 3H:1 V TO EXISTING 2570- �W! �'W�' 2570 257 �`' W 2570 Ocn w c� � ELE • 2571.63 0.50% 2.00% - - .42% 0.50% ---- - --- ---- --- ----- -- - -- �0 �•�% 3 1'76% EXISTING GRADE EXISTING RADE STA: 2+18 5o AT OAD � 256 12" -900AT ROAD 7�' 2568 256 2568 ELEV: 256 .94 STA: 2+27.00 STOR DRAIN ELEV. 2568.19 STA: 2+23.00 256 2566 256 2566 o Q 2564 2564 2564 2564 0 L.� 256 2562 256 2562 DATE: 022 CROSSWIND PROFILE MORNING S Y PROFILE PROJECT: PROJECT: HOR 1 "=20' HOR: "=20' c2020-018 SHEET VE 1 "=2' R VER: 1 "=2'256 +80 2+00 2+20 2+40 2+60 2+80 3+00 3+20 3+40 3+60 3+80 4+00 4+20 4+40 4+60 4+80 5+00 5+20 5+40 5+60 5+805+ 60 256 +80 2+00 2+20 2+40 2+60 2+80 3+00 3+20 3-46 60 1 A r PPROVED FOR CONSTRUCTION se plans and/or specifications have been reviewed for compliance Meridian City Standards and Spec cations.This review does not reeve the owner,engineer,or contractor of the responsibility to design and/or construct those facilities in compliance with all current applicable federal,state,and local laws,rules,regulations,ordinances, development agreements,specifications,orders of approvals,all of which the City retains the right to enforce.Inconsistencies not noted by City staff shall not be construed as approved unless specifically addressed in writing by the City.Any proposed revision to these plans must be submitted for review and compliance with the Meridian City Standards and Specifications before said revision is constructed. Name Codee Neider Date 01/10/25 Permit Number LD-RSUB-2023-0018 ■ TABLE OF VERTICAL SAND FILTER DIMENSIONS v Cp v o � DEPTH LENGTH WIDTH V2 (11I WIDTH V100 (111 BOTTOM OF TOP OF VOID MIN. FINISHED 2 IGH GROUNDWATER — J DESCRIPTION (FT) (FT) (2—YR, FT) (100—YR, VOID STORAGE STORAGE GRADE ELEV. _ W m o FT) (100—YR, FT 3) Z Q ELEVATION ELEVATION ■L ~ 3 0 Gt� Z ~ o m ACHD VERTICAL SAND FILTER 3' 66' 3' 203 9.5' 751 2564.50 2567.50 2569.00 Q2 2564.20 [TP-2] z p J 5 m w w cn Q = 5 m m U MEMO!! � < n Lij ww � � _ w w NON—WOVEN FILTER FABRIC 0 Jrr- w en (ISPWC SECTION 2050.2.3.A. a- o � W Uj OVERLAP 1' MIN. TOP AND z 0 Li = 12" PERF PIPE [BYPASS] Z SIDES ONLY. � �' Q � SEE PERFORATION .� ;r, SCHEDULE BELOW. Z W n 18" WIDE ASTM C33 FILTER SAND W a 00 .0 J o 1 °a V W a0 O O a O O O O O ^ O O O O O O O O O O W1iOOi _ — -- WZ O o 0 0 0 0 0 0 0 0°0°0°0°0° d III—III—I I III III- -� �—III—III III—III—III—III III III —III—� —III— 18" PERF PIPE O 0 0 0 �pNAL F ASS Nci 0 o SEE PERFORATION � ' �c GENS 2 f �000�000�000�000�000�000�000�000�000�000�000�000� ANGULAR�+ SCHEDULE BELOW. --- CRUSHED ROCK* a 66.0' I � o �Ooo�0o0�000�000�000�000�000�000�000�000�000�000� oV oV oV o� Z O I Q 02/07/2024 � NGULAR �� ������ _ 0 � 1 20 0 10 20 40 N2 0 218ILLJ 0 o O o RUSHED ROCK* ovo 000�000�000�000�000�000� O O O z �000�000�000�000/ 000� 000�000�000�000�000�000� o o a o SCALE IN FEET tiq vNG O O O O ������ 1"=20' B. D �000�000�000�000�000�o - 18" PERF PIPE CHECKED BY: MONITORING WELL SEE PERFORATION DAVID A. BAILEY P.E. PER ACHD SD-627. 12" PERF PIPE [BYPASS] SCHEDULE BELOW. DRAWN BY: JBD EXTEND 1' BELOW TRENCH. SEE PERFORATION PVC LINER, ACROSS SCHEDULE BELOW. BOTTOM OF ROCK AND ALONG OUTSIDE EDGES � WOVEN GEOTEXTILE FABRIC OF ROCK. LINER SHALL 257 SG TRAP P2 2572 EL w TYPE II MATERIAL PER ISPWC BE CONTINUOUS (SEAMS STA:2+0000 0 . Q*NOTE: 0.75"-2" ANGULAR OR FACTORY SEALED) OR `'' A 3 2. . . . RIM:2569>04 0 ROCK REQUIRED W/ MIN. SECTION 2050 PROVIDE 12 OVERLAP AT 50% SINGLE FRACTURED (TO BE PLACED BETWEEN INV IN:2566* 5 12"N EXISTING GRADE SEAMS. FACE PER ACHD BMP-21. DRAIN ROCK & SAND) INV OUT:256 .50 18"E Q Q " 0 0 257 2570 W W Z � � 0 - - - - -- - - - - Cn TYPICAL ACHD VERTICAL SAND FILTER SECTION FINAL RADE— Q Q PER ACHD BMP 211 N N —NTS— 256 2568 w U N N sg N Q N I I A: 2+73.25 � z o 0 ELEV. 2567.50 a� NOTE: 256 2566 o �40 1. NOT USED. 0 �o 0 0 0 0 0 0 0 0 0 0 0 0 2. GROUNDWATER WAS ENCOUNTERED IN TEST EXCAVATIONS ON THIS SITE. IF GROUNDWATER IS ENCOUNTERED HIGHER THAN INDICATED ON THE �- PLANS, THE CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY FOR REDESIGN BETWEEN GROUNDWATER AND SEEPAGE TRENCH BOTTOM. ������ � UNTIMELY NOTIFICATION OF THE ENGINEER MAY RESULT IN ADDITIONAL COSTS TO THE CONTRACTOR. NO BEDROCK WAS ENCOUNTERED IN ANY OF THE TEST PITS. REFER TO GEOTECHNICAL REPORT PREPARED BY ALLWEST, DATED 02/22/2021. 3. ALL MONITOR WELLS SHALL HAVE A CONCRETE APRON POURED AROUND THE CAP. 256 A: 2+73.25 2564 0 4. CONTRACTOR TO HAVE PERCOLATION TEST PERFORMED BY SOILS ENGINEER AFTER SEEPAGE TRENCH IS FULLY EXCAVATED. ACHD STAFF MUST E : 2564.50 CLEANOUT LIDS TO BE FLUSH VERIFY THE INFILTRATION RATE AFTER THE FACILITY IS FULLY EXCAVATED. IF THE PERCOLATION IS LESS THAN SPECIFIED BY THE SOILS REPORT AND WITH ASPHALT o ENGINEER (4"/HOUR), CONTRACTOR MAY NEED TO BLAST OR BORE TO CREATE CONDUIT FOR DRAINAGE TO OCCUR OR REDESIGN THE SYSTEM TO ACHIEVE THE REQUIRED INFILTRATION. W PROVIDE GRADE RINGS Q 5. EXCAVATION OF TRENCH IS TO OCCUR WITH A QUALIFIED GEOTECHNICAL ENGINEER AND/OR PROJECT ENGINEER ON-SITE. 256 2562 AS NEEDED 12" MAX STRUCTURE TO -TOP C:= HAVE HS 25 TRAFFIC OF STRUCTURE RATED TOP. TOP OF 0 R q 256 2560 BAFFLE rr� '�s ACHD VERTICAL S ND LE N PROFIL__ O o 4 F V o s � 1 HOR: I "=20' 20" i s i W i V E R: 1 "= BOTTOM' BOTTOM 255 �'►'� 2558 \ OJ OF BAFFLE �N z o +80 2+00 2+20 2+40 2+60 2+80 3+00 e Q ALL SAND AND GREASE TRAPS 4S k5 ARE 1000 GALLON UNLESS TYPICAL 1000 GALLON OTHERWISE NOTED. SAND GREASE TRAP 180° PRIVATE (PER ACHD BMP 01) 5 EA. 3/8" DIA. 8 EA. 3/8" DIA. Q PERFORATIONS IN EACH PERFORATIONS IN EACH SEE PLAN VIEW FOR -NTS- ORIENTATION. VALLEY OF VALLEY OF CORRUGATED PIPE. CORRUGATED PIPE. 18" PIPE PERFORATIONS 12" PIPE PERFORATIONS FG AT SG INV. IN. TOP OF BAFFLE INV. OUT BYPASS DESCRIPTION TRAPS S&G TRAP #P2 2568.99 2566.35 (12") 2566.25 2565.50 (18") 2566.00 (12") I W W L.L I Plans Are Accepted For Public v , Street Construction DATE: By stamping and signing the improvement plans, the Registered 09-20-2022 Engineer ensures the District that the plans conform to all District PROJECT: policies and standards. Variances or waivers must be specifical— C2020-018 ly and previously approved by the District in writing. Acceptance of the improvement plans by the District does not relieve the SHEET Registered Engineer of these responsibilities. BY DATE: ADA COUNTY HIGHWAY DISTRICT 4o2 CAPPROVED FOR CONSTRUCTION plans and/or specifications have been reviewed for compliance eridian City Standards and Specifications.This review does not e the owner,engineer,or contractor of the responsibility to design and/or construct those facilities in compliance with all current applicable federal,state,and local laws,rules,regulations,ordinances, development agreements,specifications,orders of approvals,all of which the City retains the right to enforce.Inconsistencies not noted by City staff shall not be construed as approved unless specifically addressed in writing by Ile City.Any proposed revision to these plans must be submitted for review and compliance with the Meridian City Standards and Specifications before said revision is constructed. Name Codee Neider Date 01110125 Permit Number LD-RSUB-2023-0018 ■ Q O U Q W N PEDESTRIAN RAMP FOR ROLLED CURB LINING TO EXTEND TO TOP OF v It MONITORING WELL BANK & CENTER OF BERM (MIN) NOT TO SCALE _ W FREEBOARD PER ACHD SD-627� NOTES - - - - - - - - - - - - - - - - .� Z � 3 n RAMPS FOR CORNERS W MIN 15' RADIUS AND �- W.S. 100 YEAR LEVEL L NOT TO SCALE O / Z UTILIZING ROLLED CURB SOD FINISH EXCEPT BSM LENS (SEE FOREBAY/PRIMARY 8 RAMPS ARE CONTAINED WITHIN THE CURB RADIUS �w - FOR BSM LENS TYPE "H4" ♦ c RAMP DIMENSIONS z (BSM TO BE j CUT-THROUGH DETAIL ABOVE) _ CURB TYPE= STANDARD 3" ROLLED CURB PER a> a `�y, PRIMARY FOREBAY ■� a HYDROSEEDED) _ 1 2 ISPWC SD-702 = w > �L ,� 6" CLAY �J EMBANKMENT AND DIVIDER x� w 4" TOPSOIL OVER ('j N FINISH GRADE Well THROAT DEPTH= 4' FROM FACE OF CURB Q a_ cn "�' LINER �j ' BERM MATERIAL PER SOILS = w ao CLAY LINER Z_ 4 THROAT WIDTH= 4' MIN o` ENGINEER AND COMPACTION W ~ WING= 3' TRAVERSABLE ENTIRE PRIMARY SEE CUT-THROUGH SLOPE 1% MIN TO OUTLET TO 95% REQUIRED (PER � W III- LLI 4 OD WING= 1.5' NON TRAVERSABLE BOTTOM IS BSM DETAIL THIS SHEET AASHTO T180). W w _ w _ � Z RAMPS REQUIRE A MINIMUM 4'x4' LANDING IN ■- � � � 00 IIIIIII IIIIIII 3 SIDEWALK @ 1.5% +/- 0.5% (2% MAX SLOPE) CO III-III-I I I- PLAN CONCRETE COLLAR ® RAMPS SHALL NOT EXCEED 12:1 (8.3%) SLOPE CLAY LINER AS SPECIFIED 3 Z pi 7) co TRAVERSABLE WINGS SHALL NOT EXCEED 10:1 - (FOREBAY ONLY) W Q 00 (10%) SLOPE it V Q NON TRAVERSABLE Al LANDSCAPED AREA VARIES, EXCAVATE MIN 2' INTO J w w 4'x4' FLAT STREET SIDE LANDING REQUIRED INFILTRATING LAYER. BACKFILL BIORETENTION SOIL MIX SPECIFICATIONS °� Q 5 O" CURB IS NOT REQUIRED TO BE FULL HEIGHT W/ CLEAN 6" PIT RUN OR BSM 60% SAND C.� w QO DETECTABLE WARNING PER ISPWC SD-712 20% SANDY LOAM (SILT, SAND, CLAY) < 8 AREDSCAPED 20% COMPOST -, TYPICAL POND SECTION o N NOTE: BSM MUST BE IN CONFORMANCE J w V ♦ LEGEND f PER ACHD BMP 10 W/ CLAY LINERI WITH ACHD SECTION 8200, APPENDIX F. �S�oNAL FN� Q ♦ 1.5%f0.5% (2% MAX SLOPE) -NTS- t�`L ,ENS �7i TYPE "H7" ♦ 7.3%f 1.0% (8.3% MAX SLOPE) PROVIDE METAL END SECTION �O �� Fp t,`� L_ SECTION CONCRETE COLLAR ♦ 9%t1.0% (10% MAX SLOPE) W/ TRASH RACK & RIP RAP Q 02/07/2024 0 4' NOTE: AT INLET TO POND FOREBAY 0 + NOTE THE INFILTRATION RATE OF THE CLAY AM INLET TO POND PRIMARY 20218 O N 6 LEGEND: 4' CONTT. THROAT WIDTH AS 4' LINER MUST NOT EXCEED 0.5"/ HR. BASINS [REFER TO ACHD 0 3 1. WELL COVER, 8" DIAM. WATERTIGHT GALVANIZED TE MINIMUM OR AS SPECIFIED. SD-628 W/ RIPRAP OPTION] v� F F p P M o STEEL COVER AND CANISTER. NOTE: tiq NG o m 2. 2 OR 3 BOLT LID WITH his" HEAD AND SAE ♦ 1. NOT USED. N E3. Ov w THREADS, GASKETED. m- 4 3. CONCRETE (COLLAR), CLASS 3000 (ISPWC 2. GROUNDWATER WAS ENCOUNTERED IN TEST EXCAVATIONS ON THIS SITE. IF GROUNDWATER IS ENCOUNTERED HIGHER THAN INDICATED ON THE PLANS, THE CONTRACTOR ° SECTION 703). SHALL NOTIFY THE ENGINEER IMMEDIATELY FOR REDESIGN BETWEEN GROUNDWATER AND THE POND BOTTOM. UNTIMELY NOTIFICATION OF THE ENGINEER MAY RESULT IN CHECKED BY: w ADDITIONAL COSTS TO THE CONTRACTOR. NO BEDROCK WAS ENCOUNTERED IN ANY OF THE TEST PITS. REFER TO GEOTECHNICAL REPORTS PREPARED BY ALLWEST, DATED DAVID A. BAILEY P.E. a 0 0 g 4. W DIAMETER HOLES OR SLOTS CUT INTO PIPE 02/22/2021 DRAWN BY: o o AT 3" ON CENTER. JBD z 5. TRACER WIRE SHALL BE PLACED ON OUTSIDE OF 3. ALL MONITOR WELLS SHALL HAVE A CONCRETE APRON POURED AROUND THE CAP. a o o PVC PIPE, MINIMUM 18 GAUGE, INSULATED, o w ° ° SINGLE-CONDUCTOR COPPER WIRE, INSULATION 4. CONTRACTOR TO HAVE PERCOLATION TEST PERFORMED BY SOILS ENGINEER AFTER POND IS FULLY EXCAVATED. IF THE PERCOLATION IS LESS THAN SPECIFIED BY THE 0 4-021 COLOR SHALL BE GREEN WITH THREE 6" SOILS REPORT AND ENGINEER (4"/HOUR) CONTRACTOR MAY NEED TO BLAST OR BORE TO CREATE CONDUIT FOR DRAINAGE TO OCCUR OR REDESIGN THE SYSTEM TO ° ° DIAMETER COILS. ACHIEVE THE REQUIRED INFILTRATION. ° ° 6. PIPE SHALL BE PERFORATED PVC, ASTM D-3035, w 0 o SDR 35. WELLS BACKFILLED IN A PIT REQUIRE o 6" PIPE. DRILLED WELLS MAY USE 4" PIPE. 5. EXCAVATION OF PONDS IS TO OCCUR WITH A QUALIFIED GEOTECHNICAL ENGINEER AND/OR PROJECT ENGINEER ON-SITE. w 0 0 7. NONWOVEN FILTER FABRIC AROUND OPENINGS 6. ACHD STAFF MUST VERIFY THE DESIGN INFILTRATION RATE AFTER THE FACILITY IS FULLY EXCAVATED. o jLj AND BOTTOM, FABRIC OVER CHIPS/DRAIN ROCK. 7 8. POLYPROPYLENE FIVER REINFORCEMENT AT 1 lei -8'�] LBS/CY. o 0 9. BACKFILL MATERIAL TO MATCH STORAGE MEDIA WELL SECTION FOR OBSERVATION WELLS LOCATED WITHIN A BMP z M M FACILITY. USE PIPE BEDDING CHIPS FOR 0 o 0 OBSERVATION WELLS LOCATED OUTSIDE BMP FACILITIES. � a a Uj NOTES: -� __ ___ POND 1 o 0 A. GOUNDWATER OBSERVATION WELLS ARE FOR __ MEASUREMENT OF GROUNDWATER LEVELS WITHIN TOP OF BERM P, PRIMARY w I N OR NEAR STORM DRAINAGE FACILITIES. ELEV PER PLAN 12" STAINLESS STEEL PIPE CAP V100: 1,685 cu ft w a N N B. THIS DETAIL IS FOR WELLS INSTALLED BY WEDGE PRODUCT PART NUMBER �� 27.7 CAPACITY: 1,991 cu ft N I T DRILLING OR BY EXCAVATED PITS. Ill OR APPROVED EQUIVALENT. I - TOB: 2568.40 I J o 0 C. LOCATION OF GROUNDWATER WELLS SHALL BE SECURELY ATTACH CAP TO PIPE. ' HIGH WATER LINE: 2567.90 ll z a APPROVED BY ACHD DO NOT GLUE. CUT OPENING AS TOP OF INFILTRATION LENS: 2566.10 D, VALLEYGUITTER SECTIONON WELLS . POND ALLOWED IN CURB OR SHOWN POND PRIMARY CAPS IN END I� 2" 13.9' MAX INFILTWAT RN DEPTH: 1AREA: 6ft 99 sf SDR-35 OUTLET a BERM: 2567.90 I PIPE V100: 187 cu ft MONITOR WELL LOCATIONS PRIMARY BOTTOM PIPE SIZE & FLOW FOREBAY BOTTOM OPENING INV = I / V100: 1 SLOPED 1% TO SLOPE PER PLAN SLOPED 1% TO PIPE INV I =� o � � � o CAPACITY: 444 cu ft INLET 00 06 cD 06 � TOB: 2568.40 BSM c0 o- (0 LO HIGH WATER LINE: 2567.90 WELL NORTH EAST LOCATION c�i N N "' I� N BOTTOM OF POND: 2566.15-2566.35 PROVIDE TRASH PROVIDE TRASH POND FOREBAY I N N MAX WATER DEPTH: 1.75 ft 2 1 A N 718267.48 E 2449096.20 50 AWAY, ACROSS STREET BSM LENS RACK & RIP RACK ® INLET ' Lq 2A N 718259.42 E 2449281.26 5' FROM END OF TRENCH RAP ® OUTLET W HIGH GROUNDWATER: 2563.70 [TP-1] o 2B N 718303.46 E 2449336.63 50' AWAY, ACROSS STREET FOREBAYfPRIMARY CUT-THROUGH DETAIL I III III -NTS- BYPASS PIPING:Q4 Q CONSTRUCT 25 LF 12" SDR-35 ® 0.80% I INV ® PRIMARY: 2566.70 WIDTH VARIES o ACROSS BERM NON-WOVEN 66.15 FIG I - GEOTEXTILE FABRIC 2' MIN 2' MIN I J PIPE TO FOREBAY:O 2' 2' TYPE 1 MATERIAL PER OVERLAP OVERLAP I CONSTRUCT 11 LF 12" SDR-35 ® 0.45% W f P/L P/L 3'@A-A ISPWC SECTION 206.2.E 110r 5% TO PQ & 2050.2.2. INSTALL 2' 6' 2' INV ® PRIMARY: 2566.35 BOND PER ISPWC 206.3.2.A.1. 7'-0" 33'-0" 7'-0" �_ H - - ��71, 6" 8r> TYP 2'-0" 2'-0" �- I II SPLITTER MH Q 5'-0' 16'-6" 16'-6" 5'-0" I- � � RIM:2568.90 14'-6" 14'-6" ----- s a SUMP:2565.40 SLOPE SIDEWALK 1.75% t FOREBAY OVERFLOW CHANNEL - - ----- INV NV OUT: 2566.40 12"W 0.25% PER ACHD SD 709 l SECTION 8" ANGULAR STONE RIPRAP I INV OUT: 2566.90 12"N (BYPASS),, F SLOPE 2.00% SLOPE 2.00% NOT TO SCALE (8" MIN THICKNESS) w h - w w_w w ^' ARMORED SPILL CHANNEL SECTION o 4" - 3/4" MINUS THICK CONCRETE NOT TO SCALE CL 5" N r Q CRUSHED GRAVEL SIDEWALK (TYP.) S 2 1/2" ASPHALT 4" - 3/4" MINUS CRUSHED PAVEMENT GRAVEL (COMPACTION REQUIRED) [SP-3, 1/2" MIX, PG 58-28] EXTEND GRAVEL AND PIT POND 1 PLAN VIEW STANDARD ROLLED ,,x RUN 6" PAST CURB. (TYP.) [PER ACHD BMP 10 Wf CLAY LINERI ``�� 47' RIGHT-OF-WAY CURB & GUTTER (TYP.) AS PER -1"=20'- ACHD SD 702 TYPICAL STREET SECTION 9" - 6" MINUS PIT RUN NOT TO SCALE W o W L.L I Plans Are Accepted For Public v , Street Construction DATE: By stamping and signing the improvement plans, the Registered 07-25-2022 Engineer ensures the District that the plans conform to all District PROJECT: policies and standards. Variances or waivers must be specifical- C2020-018 20 0 10 20 40 ly and previously approved by the District in writing. Acceptance of the improvement plans by the District does not relieve the SHEET Registered Engineer of these responsibilities. SCALE IN FEET BY DATE. 1"=20' ADA COUNTY HIGHWAY DISTRICT e3 rPPROVED FOR CONSTRUCTION se plans and/or specifications have been reviewed for compliance Meridian City Standards and Spec cations.This review does not reeve the owner,engineer,or contractor of the responsibility to design and/or construct those facilities in compliance with all current applicable federal,state,and local laws,rules,regulations,ordinances, development agreements,specifications,orders of approvals,all of which the City retains the right to enforce.Inconsistencies not noted by City staff shall not be construed as approved unless specifically addressed in writing by the City.Any proposed revision to these plans must be submitted for review and compliance with the Meridian City Standards and Specifications before said revision is constructed. Name Codee Neider Date 01/10/25 Permit Number LD-RSUB-2023-0018 ■ Q O U KEYNOTES M T 0 8" CROSS (FLG) D ACCESS DRIVE `_ OctN 3- 8" VALVES (MJxFLG) _� W O Z 2 REMOVE EXISTING CLEAN-OUT AND CROSSWIND ■L � ~ � CONNECT TO EXISTING SEWER LINE. Z 3 CONTRACTOR TO FIELD VERIFY Z INVERT ELEVATION. 03 CONST. 12 LF. 6" WATER MAIN WIND GUST 0. 8"x8"x6" TEE (MJxMJxFLG) �QA 6" VALVE (MJxFLG) _ w FIRE HYDRANT [MERIDIAN W81 W Z C ,&® CONSTRUCT 4" BLOW-OFF PER A D z W W 4 O I MERIDIAN W12. Z = Z W ,d -- -- -- -- -- -- - . I U) m - - - -- % 1 -- �— -- -- —� -- -- O WHIRLWIND Av W Q CMo REM VE o 0 0 0 0 0 0 0 0 0 ❑ I 15 EXISTING EXISTING 0 Z 0°000°0°0°0°0°0°0°0°0°0°0°0°0°00 4 a °0000000000°0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 — Q , rFff o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 10.5' ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° I EXISTING 8" WATER MAIN. o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o I 3 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 _0_0_o_0_n__o_�o„o 0 0„0�0„0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 C)0,0 0 o t,t,j W _o_�o_.o o,,.o 0 0,,.0�0„.0„0�0„0�0„0 000„0�0„0„0�0�0 0 0 0 �a n n 3 CONSTRUCT 3 LF s ® 0 COORDINATE CONNECTION WITH CITY $" WATER MAIN - � s � O r= I I OF MERIDIAN. CONTRACTOR TO FIELD C� W Z ACCESS DRIVE VERIFY LOCATION PRIOR TO W. USTICK RD. s 9 - 3 09 I CONSTRUCTION. QCONSTRUCT 11 LF II 1 I I © 90 BEND (MJ) » °q %. PI. a PI ° ° PI PI PI I, PI 3 8 WATER MAIN CONSTRUCT 110 LF m 1 IV I I 8"x6" REDUCER (MJ) S\ )NAL FN 8" WATER MAIN ° CONSTRERC MAIN LF —J I --_-J J L_-_-J 6" VALVE (MJ) INDEX MAP �S c, QCONSTRUCT 24 LF s 4 I C,EN8 7i LOCK 1 3 $ WATER 2 2 CONSTRUCT 150 LF I CONSTRUCT 13 LF 6" WATER MAIN 1 =200 O �� FO t0� 8 WATER MAIN II " G 1 I FIRE HYDRANT MERIDIAN W8 D 8 WATER MAIN I I [ 1 Q 02/07/2024 ,&CONSTRUCT 27 LF s 8" WATER MAIN 1 s N co w I I<T'I3 3 07 11-1/4' BEND (MJ) N202180 to / J cD CD J CD M J(O to to � J(O Q1 7 &1'4 In r� to , I O F O F P I Otn tn- �� �. O �o 0,to O�(o �(fl I 8 22-1/2' BEND (MJ) G o_ M- 00 WATER METER LEGEND N rn �N r �N oL0 I (OWN a; rn� rMN � �N Na,N CO(°�tn a HB. 0 s +-_ w I i tN s to to `nN +: w o "� 'r� °r° N m I I I (PER CITY OF MERIDIAN STANDARD DRAWINGS W1,W2,W3 �* += w 3 +: W 'n �* +: w += I I 5 O POTABLE/NON-POTABLE MAIN 1 � �* + * tnIt* �_* tn �� cow* 9 & W5) s1 I CROSSING. REFER TO WATER NOTE LOCATION PER MERIDIAN SD IF METER SHARES LOT CHECKED BY: J IN' 71 � L `° - LINE WITH FIRE HYDRANT. DAVID A. BAILEY P.E. I I - I s 2 ON COVER SHEET 1.0. DRAWN BY: 5 AM 1 3/4" DOUBLE METER SERVICE JCM/ZJM I IPOTABLE/NON-POTABLE SERVICE WITH 3/4" METER SETTERS CROSSING. REFER TO WATER NOTE w W t WW I W I W I I W W I W 2 ON COVER SHEET 1.0. 3/4" SINGLE METER SERVICE 7 , I I I 2 0 I W RO WIND I I 6 3 I WITH 3/4" METER SETTER z �I I I _ SSMH A-1 11 I D I I SERVICE MARKERS TO BE PROVIDED PER MERIDIAN SD X t - � - �- o $» PVC ®0.39% 0 9 7 8 to I I 2 9 — I I a —� — — —_ W SS ss ss s s s ' s S 1 s s� Is I I s us i I SW-3. O N to 1 4 1 1 I I 8" PVC 00.62% Q0 NOTE: w o THE CITY OF MERIDIAN REQUIRES THAT ALL WATER METERS �SSMH EXISTING I I AND WATERWORKS BRASS BE ANSI NSF 61 CERTIFIED.s o z 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o I NOTE: Q Q I I I I 1 0 0 0 0 0 0 0 0 0 0 o ° �as ° ° ° ° ALL SEWER MANHOLES ARE TO BE 48" INNER DIAMETER, O p , bo 0 0 0 0 0 000000o I W W co ao M LINE Cs .- SSMH A-3 CONSTRUCTED PER ISPWC SD-501. z z z z 0o rn o �e �� ° �° O a a a ao �Ki �,ry oo �� _ �� N N to �� SEE SHEET 5.2 -- I I 0 0 0 I 00- to- °0- - BLOCK 3 I THE SLOPE AND LENGTH OF SEWER MAIN IS CALCULATED o 0 con 4 r t(n° Ip r in to to Q'i'CO Ib r`tn° _ _ x x x N N r N N oo N N N N 6 N N U) N N - I m I I FROM INSIDE FACE OF MANHOLE TO INSIDE FACE OF a s +: +- +: +: +_ +: 6+19.71 I MANHOLE. 1 9 M w r� w M w w w w 4» 42rR o r) r) r) r� rn W N N N N N e EI 2565.63 N ALL SEWER SERVICES ARE TO BE 4" DIA, PER ISPWC o 0 0 0 0 G SD-511A, CONSTRUCTED AT 2.00% MINIMUM SLOPE. p W N N N N N Q N N N O � *SEWER SERVICE MUST BE CONSTRUCTED W/ CLASS N o 1 I I I 1 89 PVC 00.39% I I I 200 (SDR-21) PIPE. SEE WATER NOTE 3. w o 0 0 0 0 0 Z N In IA 0 1"NOTE: ALL WATER MAIN IS TO BE BLUE ANSI/AWWA C-900 DR18, PER CITY OF MERIDIAN ISPWC SUPPLEMENTAL. bi ALL WATER SERVICE PIPE IS TO BE ULTRA HIGH MOLECULAR WEIGHT POLYETHYLENE PIPE SIDR 7, CLASS 200, PER CITY OF MERIDIAN ISPWC SUPPLEMENTAL. 30 0 15 30 60 BENCH MARKS 61 TBM LL SCALE IN FEET SEE COVER SHEET 1.0 FOR BENCHMARK INFORMATION O 0 1"=30' 0 L___j 2577 2577 2577 2577 0 SSMH —3 STA:6+3 .67 00 RIM:2571'95 2574 Ld N N N INV IN:2564.41 "N 2574 257 2574 Z 00 Z Pill 0 II N N Pe) INV UT:2564.17 "W o cD01ro O Np in Z OMcDO O I � Otn U-) N � O � N(NON (0 + 0 ZZ) FINAL GRADE XO � W)N .. N N � N - - � FINAL GRACE 257 w0 � zz~ z cn NIrZ ZZ 2571 257 2571 2NN - -0- Q g > > > > EXISTING GRADE - - - -- - - - - - - - - - - - - - --- - -- --- -- ---- - — —— —— - - - --- ----- --- - - 2" C-900 EXISTING GRADE ---J 256 — —— — — 2568 256 1-1/2" PIRR MAIN 2568 (4" C-900 SLEEVE) 153 LF 8" PVC 00.62% 156 LF 8" PVC 00.39% (157 LF C—C 256 (158 LF C—C) M �N 2565 256 „ W 2565 B *S70L 6+38.67 - ---------- ---------- --------- ------- ELEV. 2564.86 121_ LF 8" PVC_00.39%---------- 4 ss O H2o 256 - ----------Li *STA: 3+ 5.41 2562 256 2562 0 ELEV: 25 .82 ELEV: 256 20 4" SS O H2O 4" SS O H2O L.L *STA: 4+17.56 * *STA: 5+99.09 W ELEV 2563.91 5 59. ELEV: 2564.96 4" S O H2O ELEV- 2 64.72 4" SS O H2O 255 4 ss H20 2559 255 2559 *STA: 4+ 7.06 ELEV: 25 3.98 *STA: 5+73.4 4" SS O H2O 8" WATER MAIN ELEV. 2564.81 40 SS 0 H2O ' ^ 255 2556 255 2556 DATE: 09-20-2022 Sevver Line A PROF LE 0 ORNING SKY H20 PROFIL PROJECT: HOR: 1 "=30' H R: 1 "= 0' c2020-018 SHEET 255 + + +4 80 210 20 2+70 3+00 3+30 3+60 3+90 4+20 4+50 4+80 5+1 6+0 5+40 5+70 00 6+30 6+605 + 53 255 + 3++80 210 2+40 2+70 300 3+30 60 3+g0VER: 1 "4 553 I_ • rPPROVED FOR CONSTRUCTION se plans and/or specifications have been reviewed for compliance Meridian City Standards and Spec cations.This review does not reeve the owner,engineer,or contractor of the responsibility to design and/or construct those facilities in compliance with all current applicable federal,state,and local laws,rules,regulations,ordinances, development agreements,specifications,orders of approvals,all of which the City retains the right to enforce.Inconsistencies not noted by City staff shall not be construed as approved unless specifically addressed in writing by the City.Any proposed revision to these plans must be submitted for review and compliance with the Meridian City Standards and Specifications before said revision is constructed. Name Codee Neider Date 01/10/25 Permit Number LD-RSUB-2023-0018 ■ CD U Q W N Cp KEYNOTES ACCESS DRIVE ♦ ♦ co .� (D45' BEND (MJ) _ (3 LU ■� Z H 0 8"x8"x8" TEE (FLG) CROSSWIND L 2 - 8" VALVES (MJxFLG) W Z O3 CONST. 7 LF. 6" WATER MAIN _ 8"x8"x6" TEE (MJxMJxFLG) WIN GUST a 6" VALVE (MJxFLG) w FIRE HYDRANT [MERIDIAN W81 Z Z L ---- �® 8"x8"x8" TEE (FLG) n W co --------------------------------------•" ----------- 6 =-----------------'----- LV __________________ ---_-- - _=CONSTRUCT 34 LFD 3 - $" VALVES (MJxFLG) ------ -- -° --- -- 1 - 12"X8" REDUCER (MJ) A r Z _� W w --- ------- yj --- - ��,, - 12" WATER MAIN ZIr- -- - ------ --- ON 90 BEND ( ) --_ CONSTRUCT 90 LF� ----- 5 MJ ---- ----------------- _; WHIR IND Z a°i 2 � LLJ WATER MAIN 2 6 REMOVE EXISTING �_ 8 -- Q a CONSTRUCT 17 LF 01 - ------ - 0 M -- -- -'" BLOWOFF & CONNECT 12" WATER MAIN 5 e� o ti TO EXISTING 12" WATER rn 5 IR MAIN. COORDINATE W/ (, Q IR IR_ I R- � tf_I Id ,� ( - - CITY OF MERIDIAN. W. USTICK RD. % ) CONTRACTOR TO FIELD °s -as P PI- VERIFY LOCATION PRIOR 8 ONSTRUCT 38 LF 3 TO CONSTRUCTION. \pNAL F r-�' ° ° 8" WATER MAIN - INDEX MAP SS° ° °O°°°°° °°°°° CONSTRUCT 161 LF CONSTRUCT 16" STEEL SLEEVE � ��,ENSF00000 „ 4 "°°° ° 000000 --- --- - 3 8 WATER MAIN PER SW1, SW2 & W15A/B. 1 =200 �� . o CONSTRUCT 27 LF - - � _ `- G= c- - F= to Q 02/07/2024 ___ MIN LENGTH: 17' 8" WATER MAIN �� - t �� c`�o 0N0 rn (SLEEVE TO EXTEND TO 20218 ° 0000°°° o00 ° . °°000 0 o fa M C61 PO co o (0 CD to J0 EXISTING TEE ON EAST SIDE). N o Y N 000 o 0000000 ( 000 -- JtO tp JCOJ O 10 to O"to o0 �_ b o°0 0 0000000° 0°0 00 to N raj M N O N to M N to N 9 Q� U 000 ° 00 000 000 0 0°,0000= rn N to r O "� g POTABLE/NON-POTABLE MAIN v0 F OF �� Q O SSMH C-3 °° °°°°°°°° °°°°° 3 - += wQ + w +: w +- w 3 3 LINE D 00 WATER METER LEGEND tiq NG 0 0 0°°o°°o 000 to * to * to * _ CROSSING. REFER TO WATER NOTE y B pv -j I I a SEE SHEET 5.3 2 ON COVER SHEET 1.0. m CONSTRUCT 31 LF s I ��� i I - (PER CITY OF MERIDIAN STANDARD DRAWINGS W1,W2,W3 » I I I I 1 & W5) 8 WATER MAIN 0 0 I I I I I 3 DO POTABLE/NON-POTABLE SERVICE I I I I 5 LOCATION PER MERIDIAN SD-W9 IF METER SHARES LOT CHECKED BY: 9 I I I 1 CROSSING. REFER TO WATER NOTE LINE WITH FIRE HYDRANT DAVID A. BAILEY P.E. . 1 I -- 2 ON COVER SHEET 1.0. DRAWN BY: W W "� W W W W W W W 3/4" DOUBLE METER SERVICE JCM/ZJM 4 _ _ _ MO NING SKY, LN r� _ _ I _ Q® CONSTRUCT 16" STEEL SLEEVE O WITH 3/4" METER SETTERS 3 1 o I I I 00 PER SW2 & W15A B. 3/4" SINGLE METER SERVICE /z sl s s + �sJ �t s st s 3 / fi MIN LENGTH: 85' WITH 3/4" METER SETTER Z o as - °5 - - I " (SLEEVE TO BE CONSTRUCTED SERVICE MARKERS TO BE PROVIDED PER MERIDIAN SD ANGLE POINT (>1°) - - 8" SDR-21 @0.42% 05 - --' WHERE WATER MAIN IS WITHIN SW-3. o SSMH C-2 -� Q o SSMH C-4 H 10' OF INFILTRATION WINDOW) NOTE.4+14.94 w o CONSTRUCT 51 LF _____ THE CITY OF MERIDIAN REQUIRES THAT ALL WATER METERS LINE A W. " - 4" 25R 23 o 0 �, 35 LINE D QQ 1-1/2" WATER SERVICE AND WATERWORKS BRASS BE ANSI/NSF 61 CERTIFIED. Z SEE SHEET 5.1 8 WATER MAIN 7' EI 2565.78 -- ° I -- �- °. °0 000 0 °°0r°»��r,�mr,�� `-_ SEE SHEET 5.3 CONNECTION PER MERIDIAN W4 z z z -- - 00 °°° .000 8 SDR-21 ®0.62% 5 Q Q Q 8 5' ° °°° °°°° [FOR P-IRR CROSS NOTE: CONSTRUCT 125LF 9 n °°° °°°°°°°°°°° °01011 " 3+52.17 °°° °°°°°°°°°0000000°°°°°°° CONNECTION. SEE REDUCED ALL SEWER MANHOLES ARE TO BE 48" INNER DIAMETER, X X � 3 Z I � °°-°-°°-° - PRESSURE BACKFLOW CONSTRUCTED PER ISPWC SD-501. z Z Z Z » o00000000000000o W W W 8 WATER MAIN El 2565.33 24 ° °°° °°°°°°°°°°°° °°° 34 PREVENTION ASSEMBLY DETAIL 0 0 0 0 0 0 0 °° 000 3 " °o 000 00000000000ab000 O Q Q Q - - - - o0 00o 00000o000000 000 J °°°°°°°o°°o°°°°°o°°° SHEET 6.1. THE SLOPE AND LENGTH OF SEWER MAIN IS CALCULATED 8" PVC ®042 _ I 9' L- O o°0000000000 _ 2 3+36.37 a o0 0°°° 00000°000°°° °00� FROM INSIDE FACE OF MANHOLE TO INSIDE FACE OF v U U U w w w M M- - M - M Ld - --- p 0°g0000 1°00°000000000 0000 MANHOLE 000 0000000000000000 . Q Q Q CN 8 _ _ N MORNING SKY N EI 2565.27 25 Ld °°�°°° °°°°°°°°°°°°�°°°0 000 o000000000000000 33 N N N N N N o °° °°° °°°°°°°°°°°° °°° ALL SEWER SERVICES ARE TO BE 4" DIA, PER ISPWC o 0 0 0 0 0 SD-511A, CONSTRUCTED AT 2.00% MINIMUM SLOPE. p w N N N N N N 3 � ° o00 00 00°°°°00°00 p 6 O " o0 000. 0 000 000000 000 PVC 00.53% 8 ( 3L"2 o s�° °°° °°�� °°°°°°°°°� ° _ L i i i i i i s s - o0 000 ;0 0000000 00o W Q cp N r, O 0 000 0 000 0000000000 `V SSMH C-1 U° uuuI °�°°o 000000 moo o *SEWER SERVICE MUST BE CONSTRUCTED W/ CLASS N o N N I c1 I o °°aO 0°°<°°o O°o O o°0 0°b O°° 6 O ------ ( Z6 ) ° °°° °°°°°°°°°°°°°°°° 32 200 (SDR-21) PIPE. SEE WATER NOTE 3. I j o 0 0 0 0 0 0 0 °O 00 ° 00 00 O00 o e✓ I \ " ---__ o0000 00 ad 'o o0 000 - Z s�o 00 o 000 00 000c� 000000 000000000000 000 NOTE: b° °° ' °°O°°°°°°°° °°°°9 a ALL WATER MAIN IS TO BE BLUE ANSI/AWWA C-900 DR18, LINE A LINE D SEE SHEET 5.1 SEE SHEET 5.3 PER CITY OF MERIDIAN ISPWC SUPPLEMENTAL. W ALL WATER SERVICE PIPE IS TO BE ULTRA HIGH MOLECULAR WEIGHT POLYETHYLENE PIPE SIDR 7, CLASS 200, PER CITY OF MERIDIAN ISPWC SUPPLEMENTAL. BENCH MARKS 6R TBM L.L 0 SEE COVER SHEET 1.0 FOR BENCHMARK INFORMATION O 30 0 15 30 60 o SCALE IN FEET 1"=30' o Z 0 Q 2577 2577 W (N 00 W 00 W tb 00 N c0 257 II N N �i - 2574 S M H C-1 tO L6 Co o � No (D (00 STA: +19.78 S MH C-2 SSMH -3 � Oi � N o I °' N LO LO ••V + a + Lo RIM 2569.67 ST :3+81.79 STA:4+ 3.04 0 zz = INV IN:256 .94 8"E RI :2569.11 RIM:25 9.04 ,� + N z o N 2 N - - 0 INV IN:256 .28 8 SE INV IN: 564.45 8 S Q (n Q INV IN:256 .94 8"W Q > > 257 N N N R z KZ NV OUT:256 .84 8 N U) X _ _ 2571 - - - - - - - - - - - - - - - - - --- - - - --- _ - - - - - --- - - - - - - - - - - - A 5+75.96 p� FINAL GRADE : 2566.44 256 2568 a *STA 4+91.50 ELEV: 2565.91 4" SS O H2O W 6 STA. 3+01.05 INV ELEV: 2553.24 256 16" STEEL SLEEVE 2565 W I 17 LF 8" DR-21 00.1127. 256111r, IF " (21 LF C C) Al 2562 DATE: INV ELEV: 2 62.98 (120 LF C-C) E : 25 6.11 09-20-2022 16~ STEEL SLEEVE Sewer Line C PROFILE 4" s o H2o PROJECT: 58 LF 8" PVC ®0.42% f> : .1513 (62 F C-C) H R: 1 = 195 LF SDR-21 0.62% E EV: 2566. 8 SHEET ER: 1 "_ 0 (199 L C-C) 4 SS O H" O Y559 255 +80 2+10 2+40 2+70 3+00 3+30 3+60 3+190 4+20 4+50 4+80 5+10 5+40 5+70 6+00 6+ 0 5o2 rPPROVED FOR CONSTRUCTION se plans and/or specifications have been reviewed for compliance Meridian City Standards and Spec cations.This review does not reeve the owner,engineer,or contractor of the responsibility to design and/or construct those facilities in compliance with all current applicable federal,state,and local laws,rules,regulations,ordinances, development agreements,specifications,orders of approvals,all of which the City retains the right to enforce.Inconsistencies not noted by City staff shall not be construed as approved unless specifically addressed in writing by the City.Any proposed revision to these plans must be submitted for review and compliance with the Meridian City Standards and Specifications before said revision is constructed. Name Codee Neider Date 01/10/25 Permit Number LD-RSUB-2023-0018 ■ IQ O U IQ Q � C KEYNOTES ACCESS O o1 D V N C 0 LD 01 45' BEND (MJ) •� Z ~ CROSSWIND � 3 Q 8"x8"x8" TEE (FLG) Z 3 2 - 8" VALVES (MJxFLG) 1 oR R_ IRR IRR 11 1 - _ 3 33 CONST. 10 LF. 6" WATER MAIN ST ■� a � o 8"x8"x6" TEE (MJxMJxFLG) N °'` 7 PI PI PI 6 6" VALVE (MJxFLG) _ ZW FIRE HYDRANT [MERIDIAN W81 to W 6 Ui U 18 0 8"x6" REDUCER (MJ) D Z W LU t= NSTRUCT 44 LF I 90' BEND (MJ) w Z � F- 6" VALVE (MJxFLG) � C° 8 WATER MAIN M SSMH D-3 - I,,,„ CONST. 20 LF. 6" WATER MAIN WHIRLWIND Z F_ O 7+36.5OD 8 FIRE HYDRANT [MERIDIAN W8] W o --- J U) - 3t *„ 38' 8 5w EI 2567.64 3 5 NOT USED V � 0W. USTICK RD.nN - 5 © POTABLE/NON-POTABLE MAIN � 2 I 4+ 26 R8 CROSSING. REFER TO WATER NOTE O _ 1 2 ON COVER SHEET 1.0. INDEX MAP ��S\ONAL FNc� U w w 7 *EI 2568.04 I _ �� z = - 00 Vll J 5 O CROSSING.NREFER TOBWATER NLE IOTE CE 1 =200 Q 02/07 2024LLj J � 3 " R ° 2 ON COVER SHEET 1.0. 20218 ILILJ " 6+82.76 N� O ----- 4" 25,R 1 v 9 P S *EI 2567.88 O F OF 6+76.94 e __- METER LEGEND WATER M Rtiq N LINE C � 35 4" 31'L ' 7 I n„„ Ey B w SEE SHEET 5.2 *EI 2567.55 5.0' (PER CITY OF MERIDIAN STANDARD DRAWINGS W1,W2,W3 '0o°° L- <�_ _ ---- 6+57.63 & W5) --- 0 00°0000°000°000°000 ooy 0 3y LOCATION PER MERIDIAN SD-W9 IF METER SHARES LOT CHECKED BY: 15 ° °°° °°o°°o°°o°° °o°� - ___ _ ______ 4" 251 ° °°° °°°°°°°°°°°°°°°° _ 4•0' *EI 2567.73 LINE WITH FIRE HYDRANT. DAVID A. BAILEY P.E. DRAWN BY: O° °°°°°°°°°°°° °°° 3 4" DOUBLE METER SERVICE JCM ZJM 0 000 00000000000a100a0� n34 6+51.81 r----00®000 000000000000 0000 0 000 000000000000^0000 Z L °° °°° o°0000000000 °' 4" 31'L 7 / / N _j _ -� 0 000 00000000000oo000NSTRUCT 150 LF *EI 2567.39 I °o °°° °°°o°°o°°o°° °, -- _`L___ - 3/4" METER SETTERS _-- s 0 000 00000000000000 8 WATER MAIN - 7 0 0 W �- �° °O°� °°°°°°°°°°° °I 6+34.4 ----- 3/4' SINGLE METER SERVICE 0 000 000000000000000 I-" d -- � °o 000 °0000000000° °o° 4 r---- - Q w " 7 ° °oo 0000000000000000 O 6+28.26 , ' WITH 3/4" METER SETTER Z 25 00�000 0000000000009000 33 4 31'L 7 0 000 0000000000000000 w w Y N p ° °° °°° °°°°°°°°°°°° °°° * - ----- 4" 25'R SERVICE MARKERS TO BE PROVIDED PER MERIDIAN SD Uj z = rn ° °oo 0 00000000000 EI 2567.28 °° °°° ° °°° °°°°°o °o° L_ *EI 2567.55 3(02 0 s�0 000� °°c� 0000000000. _ _-- SW-3. w LIJ SSMH C-1 00 000 00000o0 000 o 0 000 o 000 0000000000 - 77--- NO w o w 2+07.60 0 000 00000cc 000�0000 °> 0 6+09.44 7 THE CITY OF MERIDIAN REQUIRES THAT ALL WATER METERS----1° » o° 000 ,°0000000000° o00 �6, OI 4 2TL 26 ° °°° °°°°°°°°°°°°°°°° 32 4" 31'L �____ _ _ AND WATERWORKS BRASS BE ANSI/NSF 61 CERTIFIED. o Z EI 2565.13 0°°o o °o o° 0 0 0 0 0 O *EI 2567.13 q 8 SDR-21 ®0.62% 2 ACONSTRUCT 63 LF -- °° 00 3 -�- -J s�o 00 0 000 000000c� a L_ _�___ NOTE: Q Q o00000 000000000000 000 ,r " �• o°o o°o°o°o 0°0°0°0°0°0°0°0°0°0°0°0 °0°0°0, -T--- 6 0 0 � - - 0 0 8 WATER MAIN- - °�°oo 6... °°o°°�0000 5+89.44 ALL SEWER MANHOLES ARE TO BE 48" INNER DIAMETER, s 2+27.40 7 7 00000° 00 , w w 4" 27'L 27 °°° 0 ' STRUCT 216 LF 31 4" 31L ____ _ _ � a V CONSTRUCTED PER ISPWC SD-501. 00 za QEI 2565.21 s=0oo00 8 WATER MAIN & EI 25s7.00 ---- , O � o 0 � 0 ao° ° °°° L_ H .__I THE SLOPE AND LENGTH OF SEWER MAIN IS CALCULATED � _ _ X X --- a ° °O° °° ° °°° 000 m FROM INSIDE FACE OF MANHOLE TO INSIDE FACE OF v v w w / 30 0 15 30 60 CnQQ � � $ PVC 00.42°I MANHOLE. Cn o °°000° °° ° °°°°o °o° - F T 7' e 2+47.60 0 5+69.34 ----- o __1_ 2 1 -- 4» 27'L 28 PI PI PI 30 4" 31,L L---- ;-�- N N N N O I 5' EI 2565.30 O 1 0. O *EI 2566.88 q / ALL SEWER SERVICES ARE TO BE 4" DIA, PER ISPWC 0 0 0 0 L- 7 1 22 / SCALE IN FEET SD-511A, CONSTRUCTED AT 2.00% MINIMUM SLOPE. p w N N N N CONSTRUCT 30 LF - - 2 -o o so 3 --- (CONSTRUCT 5 LFQ3 1"=30' 8 WATER MAIN 6 \ 6 *SEWER SERVICE MUST BE CONSTRUCTED W CLASS N 0 I I I I 8 WATER MAIN / U3 I 1 - / 200 (SDR-21) PIPE. SEE WATER NOTE 3. Ld o 0 0 0 0 R w w w w w w w w w w w O6 m / / N M t0 90. 6 N TWI ST R 1 _SSMH D-1 _ _ _ - 7 _ 0 7 _ _ _ _ o _ --- S SMH D 2 NOTE: s s Cn / ALL WATER MAIN IS TO BE BLUE ANSI/AWWA C-900 DR18, s su s�o�s $ -' ' s a PER CITY OF MERIDIAN ISPWC SUPPLEMENTAL. W O I I I I l w 4 s as s as as as III lix o I I I I ALL WATER SERVICE PIPE IS TO BE ULTRA HIGH MOLECULAR L 9 _ I 1p WEIGHT POLYETHYLENE PIPE SIDR 7, CLASS 200, PER CITY -�- OF MERIDIAN ISPWC SUPPLEMENTAL. F- -7- It - i rn a, 0 roLL 5 �3 CONSTRUCT 5 LF Of�; -- o Of L6 �, --"8" SDR-21 00.42% �, N C15 BENCH MARKS � TBM O » 0 c0 co 0. co I to f In �_Co i° to L _ 8 WATER MAIN N N to 4 N0 to N`n N N s O o N I N rn N L O N �O N N _r� N SEE COVER SHEET 1.0 FOR BENCHMARK INFORMATION T 4 0 7 rA�w $ ri�w O I i It 10 11 ,�* 12 tc�w 1 ti�� 6 O Inl o O 9 CONSTRUCT 4 LF 0 - - - - - - - - - - - 8" WATER MAIN O1 PI PI PI =PI PI P Po M PI PI PI PI PI PI V O Z O Q J 2577 2577 z w � 00 Uj z Ld It � oo ao w w o0 257 I� °' °' K' 00 0 SSM D-3 2574 0 1 0) 0; LO � � � � ap� Ui 6 � RIM:2 70.22 N 0) NV IN:2567. 8 4 S U - I�pN N � � � N2MNZ Z0 � 0NOCDN .. I � C6LO tDN 0 M tD N N IN OUT:2566.7 8 W < > > > z + U) zz 2NN - 257 N N N � Z Z Z (n - > �Q N - - O 3 *STAo 6+09Z.0000 q 6+3 .44 2571 (n(n EXISTING GRADE 3 Z Z Z 4" SS O H2 00 EILEV: 2567 00 - -- - - --- 4" SS ® 20 - - - - -- - - - - -- - --- - - - - - - --- ----- - - - - - - - 0*ST 6+51.81 - -- EL PI: 2567.11 Q3 *STA' 3+91.09 *STA: 4 66.59 4" S O H2O 3 *STA: 6+76.94 256 FINAL GRADE ELEV: 2565.61599. 3 ELEV: 2567.27 0 3 ELEV. 2565.41 3 4"ISS O SD ELEV: 2 66.72 4 SS O H2O 2568 4" SS 40 SD ---- 4" SS H2O W 256 8 W 2565Ll W I 0*STA 5+ 9.34 198 LF 8" PVC 0.627.Q ELEV: 2566.60 (202 LF C-C) V ) 5 48 LF 8" S R-21 00.4 % 4" SS o H20 DATE: 252 LF C- 256 2562 09-20-2022 LF 8" PVC 00.42 Q PROJECT: (82 LF c C) 3 S e w e r Line D PROFILE C2020-018 H R: 1 "= 0 SHEET ER: 1 255 +80 2+10 2+40 2+70 3+00 3+30 3+60 3+90 4+20 4+50 4+80 5+10 5+40 5+70 6+00 6+30 6+60 6+90 7+20 7+50 59 5o3 CPPROVED FOR CONSTRUCTION e plans and/or specifications have been reviewed for compliance Meridian City Standards and Spec cations.This review does not reeve the owner,engineer,or contractor of the responsibility to design and/or construct those facilities in compliance with all current applicable federal,state,and local laws,rules,regulations,ordinances, development agreements,specifications,orders of approvals,all of which the City retains the right to enforce.Inconsistencies not noted by City staff shall not be construed as approved unless specifically addressed in writing by the City.My proposed revision to these plans must be submitted for review and compliance with the Meridian City Standards and Specifications before said revision is constructed. Name Codee Neider Date 01/10/25 Permit Number LD-RSUB-2023-0018 CONSTRUCT 48 LF 2 1.5" 11.25° ELBOW 0 CONSTRUCT 1 LF V g - - - - - - - - - - 1 .5 P-IRR PIPE OCONSTRUCT 58 LF N. LINDER RD. CONSTRUCT 66 LF ,f 2 3 1.5" PIRR PIPE LEGEND _ M 4 C-900 SLEEVE 1.5 PIRR PIPE 1.5" PIRR PIPE �r OCONSTRUCT 172 LF -__ __ __ ■� 5 (2) 1 .5 P-IRR VALVES QCONSTRUCT 10 LF 1.5 TEE - SUBDIVISION BOUNDARY LINE v N 5 1.5" PIRR PIPE - - - - 1.5" PIRR PIPE - - CENTERLINE - J -------------------------------------------------------- --------------------------------------- --1 .5" 1 1 .2 5` -ELBOW---------------- -------------------------- 3 ---------------------___________________________________ --------------------- -------------- -------------- ---------------------- -------------- - -------- -------------------- --___---_ ______--------------- ------ ------------------ __-__ - -° ------ _ - RIGHT-OF-WAY LINE ■y _ 7,,� „\ _,_ _ CONSTRUCT 45 F -- -- -- - -- - -- -- -= PIRR PPE _ 3 ----- _--- LOT LINE ---1.5" � Z BLOCK 2 CONST. 7 LF 1.5" P-IRR = 7 - _- \` PI CONST. PRESSURE IRRIGATION LINE a PIPE TO RPBPA 5 3 - 1.5 11.25° ELBOW• - -- -- -- -- -- 1.5" 450 ELBOW 1.5" 90' ELBOW - a �� I I WITH IRRIGATION RISER N = 1.5 TEE-1 RR - R !RR-IRR FF �` \\� I I I I I E) GATE VALVE W/RISER W Z -r-" % I p 6 �7 _ ) 0 MAINLINE DRAIN W LU )00000a, O 1.5" 11 .25' ELBOW as- as as � � ,6 CONSTRUCT 23 LF Z W °° 3 5 CONSTRUCT 112 LF » O AIR RELEASE VALVE Z - 1.5 PIRR PIPE ■� W 0 o o° ° C 1.5" PIRR PIPE » !'� `° °°° - CONSTRUCT 4 LF ° O I u l Z w M o°ood I N coo ° ----- ° , 10o 1.5 11.25° ELBOW------ CONSTRUCT 3 LF 18 I III W Q co 1 .5 PIRR PIPE °°°°°°°°��°oo°°° I III o ° °° ° 000 J a 000 0 0000000 000 - I °° 5 I 000 0°00°00 °o°� - �- _ 1.5 PIRR PIPE F_ p= 11�+ 11� iii � - I r7 21 100 ° °°°°°°° °°° -3 - M I III KEYNOTES ui 00 \ 000 00000000,:o0000 c - I I III C9 000 000 0 0000000 - 000 °°° J ° °o< 0 000 °°0°°00° °0°00 20 ----- CONSTRUCT 611 1 LF III - a - 01 INSTALL DRAIN - SEE DETAIL THIS SHEET C�°oo� - ° ° Y N 000 ° 0000000omono� 1.5" 11.25' ELBOW - --- ------" ° OW I° 111 W 000 1.5 45 ELB • oo °boo 0 0000000 000 I � I 000 __ _ � I_ o oo; U 000 0 0000000 000 » 3 III (Tf- ° Ouuu T 1.5 PIRR PIPE i I II 02 INSTALL AIR VENT - SEE DETAIL THIS SHEET CONSTRUCT 142 LF °°9 8 O ° CONSTRUCT 64 LF °° °4O�°��� ° CONSTRUCT 26 LF ��-�� „ I o O - 0 ° i III 5 Q3 INSTALL RPBPA PER DETAIL THIS SHEET. �pNAL F 1.5 PIRR PIPE - I ° 1.5 PIRR PIPE 1 .5 P-IRR PIPE CONSTRUCTI 4 LF I SS N� 9 0°° ° x�l I I _ I III W of 3 I o » ° » » 3 I GENS 2 I 000j 3 N ° C1.5 11.25 ELBOW Sa/ 4 C-900 SLEEVE 1.5 PIRR PIPE CONSTRUCT 123 LIF I I` iii ® NOT USED Q 00 0 o » » I i O __ 2 1 .5 P-IRR VALVES III Q ° ° O 1.5 PIRR PIPE' I 000I o 00 - ------ I III o0 9 Q -J O I o 00 - <- w w w w�-w w wtw wl w I III % 202128 � I; II I ooi ° s - o oO �o / - - s s s - -� - - = - � - - -- _ _ MORNING SKY LN n17 / I 000 u I NOTES 9 -- -000 - _I rr °° 1 u � - s s CONSTRUCT 60 LF s s � ❑ ,J11 11 i I III ;, � 9 ��P o °o + iii THRUST BLOCKS TO BE PROVIDED PER ISPWC SD-403 AT ALL GP 000 W o 5 1.5 PIRR PIPE -as as ____- I III N o°ood U J I ° °° CONSTRUCTS°19 LF s° so asl I I III FITTINGS AND VALVES. NOTIFY DESIGN ENGINEER TO WITNESS U 3 » ;% THRUST BLOCK CONSTRUCTION. MIN 24 HOURS NOTICE REQ. °oa Q �-- 1.5 PIRR PIPE _ - _ i I III . CONSTRUCT 78 LF� b . DAVID A. BAILEY P.E. o°O, O o » Q� 3 i ¶� CHECKED BY: 000 --- --- - » --- 1.5 90° ELBOW J 1 1.5 PIRR PIPE 3 - n23 35 I ' 3 sa ° �n i ! iii ' DRAWN BY: -- 4" TEE °O °°° °°°°°°°°°°°° °°° _ _ ----- i ul CITY OF MERIDIAN MUNICIPAL WATER IS THE BACKUP WATER °° °° °°°°°°°°°°°° ° 0 3 - ------ �i iii SOURCE FOR THIS DEVELOPMENT. A REDUCED PRESSURE ACM 0 000 00000000000000 0 __ I I I I I I I � o 000 00000000000 000� � °T � � I ° °°° : °°°°°°°°°°°°°°°° _ I_N i iii BACKFLOW PREVENTION ASSEMBLY IS LOCATED IN LOT 16, o 000 000000000000 000 ___ 110, 000 o000000000000000 ---- I 24 O°D000 °°o°°o°°o°°° O00 34 0 1 - I I III BLOCK 3 OF THIS SUBDIVISION. TOTAL AREA FOR ASSESSMENT: 3 ° 0 000 OooOooOooOoav000 I I z 00 000 `000000000000 000 J O oo° 000o00o0°o000000 J_ nn r ii I 2,3 sf (1.89 ACRES) � --- -- o0 00° .°00°00°00°°° 000 8 28 __ o 000 0000000000000000 W CONSTRUCT 51 LF M M I - - _ _ _ _ _ W - --- �- ° °o° o o°o o°o 0 0°0 0 0°0 0 0°0�, - I - - I I iii I o M M M M O O 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 O O O `r Y o 000 o000000000000000 -------- i t--t W 0 1 .5" P-IRR PIPE I N MORNIN SKY AVE N MORNING SKY N 25 0°�00o r o 0c00000000 o oo°° 33 - _ _ - - - - ° ° O 1 1 1.5 22.50' ELBOW / III } 00 000 °^:°00000000°°° 000 ;' � � 4 C-900 SLEEVE __ °° °°° '.° °°° °°°°°° °°° ° °°° °°°°°°°°°°° II Sin CONSTRUCT 95 LF DO °°° °° o0°000000c, CONSTRUCT 95 LFLL- - ' + Ili � - z 00 000:0 0000000 000 2 1 .5" P-IRR VALVES s s s ----T » ° °°° ° 0000000°°O - i I //I = z z O I CONSTRUCT 33 LF 1.5 PIRR PIPE 1.5 PIRR PIPE T „ c ° o 000 o0000000000 0000 °° ° %/ I // p p 000000 000000000000`. I d - 1 .5 P-IRR PIPE O - ---- 26 ° °°° °°°°°°°°°°°° ° I„ 00 00 000 4 C-900 SLEEVE L °° °° °°°°° (�2) 9 14 i I I z z z z -�- o0000 0 00 000 I I 0 Q Q Q » 0 000 000000cg J _�___ a (2) 1.5 P-IRR VALVES I __ _- °°°°° °00000000000 000 --- i I I 30 0 15 30 60 o 0 0 0 0 1 a -�- o 000 00000000000 0000 -- - __ -�- - o00000 000000000000 000 T I i o�000 - o 00000 0000 4 ------ + I I U W U U W W ° 000000.. o0 00 00000 000 ; 3 - ---- -- 1 27 O 000 00 0 0000 000 �# ,�E U I , wa a -do SCALE IN FEET o O a a O °°�°� °°� CONSTRUCT 10 LF 3 + ------ / ; / I I N N N CV CV 000 I - a� -- -- 0 800 ,o° o °o0 800 000® " -- - J I I U 1„=30' O O O O O CONSTRUCT 83 LF oo O _ _ _ ---T a _-1 °� °° 1.5 PIRR PIPE - m I - N N N N N 000000`. o0 00 00000 000 / f � � W » ooc -- F - --- T e o / / I I W 0 0 0 r � � 1.5 PIRR PIPE °° - N N N O ° o L � a � - ----!_ I 28 ' �n 1 I � I----- - - � / I / I I � � N 0 I I I I I 00 I Oo = - - - Q CONSTRUCT 35 LF 00[ � 3 - - 2 000 I I I O O O O I I i I „ � I/ \ I W � oQQoo°� Y JI CONSTRUCT 137 LF - - 1 1 .5" 90° ELBOW o 11 1 11 1 .5 P-IRR PIPE 22 / f I \� I ?j DOMESTIC WATER METER AIR RELEASE VALVE � z c� ro In n °°°[ / ; I BOX COVER OBLITERATE 1 X " 200 PSI RATED I U -- ---I O I I 1 I 4 C-900 SLEEVE » O0 3 - - r- 1.5 PIRR PIPE / / I �ll WORDS WATER METER OR EQUIVALENT 1.5 90' ELBOW oo°{ O O 3 I I CONSTRUCT 60 LF (2) 1 .5 P-IRR VALVES I + °1 ° -J J ( 3 w w w w w / � /[ III FORD N0. X43 CAST IRON °oo� 5 - re �-/ 1.5" PIRR PIPE TWISTER (2) 1 .5 22.5° ELBOWS - / / I I iii WITH 13 " LOCKING LIDS 000 O �- - � ------ / / / I uI lic 0o ° 1.5" 90' ELBOW o°°o' J 3 F- -F- - S 5 s s 5 S s s s sus s�-s s i CONSTRUCT 173 LF as- as a as as / i 6» \ + 1.577- " PIRR PIPE I 000 L- -�- - I I' I I° I 'i I� ° °I i '{ 11 °I \\ / I III / �/ CONSTRUCT 44 LF I � ;- ; I I I I z / ; 20" PVC 1.5" PIRR PIPE I = _CONSTRUCT 30 LF 5 I - CONSTRUCT 56 LF - --- CONSTRUCT 2 LF � 15 \ \ \ \ \_ » r » I N 0. o I 1.5 PIRR PIPE I 1.5 PIRR PIPE u I °s � '�' I L-_ -�-_ -_ I � �I � � 1.5 PIRR PIPE \ s T 11 12 13 / I iii \\ \\ \\ a d \\ \\ 1 1 + 7 8 O 10 \ \ \ / uI \ \ \ \ / I ~ 6 \ I // // // /x 1.5" TEE I \ \\ \\ \ \\ \ \/ \/\/� o i O rt - LL 3 -�Fil - -�• _ - w- - - - - ^•_ T j\ \ DRAIN ROCK DTO -- - -_ - -- V1.5" ---- ul» NMID TO PROVIDE 1.5 2� �� �� \ BOTTOM OF VALVEII1.5 TEE SERVIC - COORDINATE /\/� � � � FOR SUPPORT 1 .5 90° ELBOW I I CONSTRUCT 79 LF TEE CONSTRUCT 132 LF Q CONN CTION TO SERVICE II CONSTRUCT 53 LF 1.5" PIRR PIPE CONSTRUCT 167 LFQ CONSTRUCT 91 LF i i 1 .5" P-IRR PIPE 1.5" PIRR PIPE 1.5" PIRR PIPE III o W N,�IID. a u l 1.5" PIRR PIPE i i 4" C-900 SLEEVE 1.5" 11.25' ELBOW iii AIR VENT STATION DETAIL II (2) 1 .5" P-IRR VALVES iii I I i i iii I I II II III � NOTE RP BACK FLOW NOTE DEVICE (1.5" - THRUST BLOCKS SHALL BE PROVIDED FOR RPBPA MUST BE APPROVED BY THE STATE WILKINS 975XL OR HORIZONTAL AND VERTICAL PIPE BENDS OF IDAHO, DEPARTMENT OF ENVIRONMENTAL APPROVED EQUAL) PER ISPWC SD-403 QUALITY AND MERIDIAN WATER DEPARTMENT. DOMESTIC WATER METER 1 Y2 " CURB STOP BALL VALVE SLEEVE VALVE SLEEVE Plans Are Accepted For Public BOX COVER. OBLITERATE VALVE SUCH AS FORD WITH COVER WITH COVER WORDS "WATER METER" B11-666SW RP BACK FLOW Street Construction FROM LID. FORD NO. X43 VALVE SLEEVE METER BOX DEVICE TO HAVE 12" CAST IRON WITH 13 }� WITH COVER NTH COVER MIN. CLEARANCE By stamping and signing the improvement plans, the Registered W LOCKING LIDS FROM FINISHED Engineer ensures the District that the plans conform to all District GRADE policies and standards. Variances or waivers must be specifical- ly and previously approved by the District in writing. Acceptance \//\ \ of the improvement plans by the District does not relieve the Registered Engineer of these responsibilities. \j\\j BY DATE: ADA COUNTY HIGHWAY DISTRICT 20" PVC 1 3" SDR 21" PVC RISER EXTED 18" ABOVE GROUND 1 o 3" x 4" x 6" CINDER BLOCK (OR EQUAL) co \ \ \ C�iQ�E L!W,9"" APPROVED FOR 2 03 1.5" x 1" SADDLE MINIMUM2 4 1.5" MAIN LINE MINIMUM /, �; 1.5" PRESSU O5 8" X 1" BRASS NIPPLE \ �yfi ��i IRRIGATION MAIN \ o �\�� � � � , �� %�>����� �������; 8• WATER MAIN CONSTRUCTION � " " " �.,� � %��i� Qj 1.5• WATER METER\ \ d d d d d © 6 x 1 200 PSI POLY 18 ABOVE GROUND 3/4" CURB STOP These plans and/or specifications have been reviewed for \/ /\ 1 VALVE. PROVIDE DRAIN 1.5" GATE VAL compliance with Meridian CityStandards and Specifications. MIN 1 CU. YD. © 1" BRASS CURB STOP ROCK AND BOX PER p p BRASS \� d d d d ® ROCK CHIPS 3 DRAIN VALVE DETAIL This review does not relieve the owner, engineer, or contractor PIPE / \� DRAIN ROCK TO " THIS SHEET. SLOPE TO of the responsibility to design and/or construct those facilities BOTTOM OF VALVE 0 3 FEMALE ADD. 4 DRAIN in compliance with all current applicable federal, state and local ® LOCATOR WIRE 6 laws, rules, regulations, ordinances, development agreements, 3" PVC PLUG specifications, orders or approvals, all of which the City retains ® MARKER STEEL " T" POST 5 DATE: g the right to enforce. Inconsistencies not noted by City staff shall 09_20-2022 ALL CONNECTIONS INTO not be construed as approved unless specifically addressed PROJECT: DRAIN VALVE DETAIL WATER MAIN SHALL BE IRRIGATION PRESSU in writing b the City. An proposed revision to these plans must 1.5" GATE VALVE IRRIGATION MAIN g Y Y• Y p p p C2020-018 NOT TO SCALE N°M°I°D "MODIFIED" TYPE A RISER SERVICE DETAIL INSTALL LOT TAP' be submitted for review and compliance with the Meridian City SHEET NOT TO SCALE 1.5" GATE VALVE. Standards and Specifications before said revision is constructed. 0 REDUCED PRESSURE BACKFLOW PREVENTION ASSEMBLY NOT TO SCALE Name Date 6s13 CPPROVED FOR CONSTRUCTION e plans and/or specifications have been reviewed for compliance Meridian City Standards and Spec cations.This review does not reeve the owner,engineer,or contractor of the responsibility to design and/or construct those facilities in compliance with all current applicable federal,state,and local laws,rules,regulations,ordinances, development agreements,specifications,orders of approvals,all of which the City retains the right to enforce.Inconsistencies not noted by City staff shall not be construed as approved unless specifically addressed in writing by the City.My proposed revision to these plans must be submitted for review and compliance with the Meridian City Standards and Specifications before said revision is constructed. Name Codee Neider Date 01/10/25 Permit Number LD-RSUB-2023-0018 - CD _ I i 111 / �� \ • M a • a ❑` ❑ ❑^ ❑ n - 0 1 -• ° • a° Z _ -_- Pi PI Pi 'l /llI \ ' I I �"� O El 0 QO U Q W i e I °� a �� � ' � iii \ I / o � � NOTE: ° a I PI PI PI PI PI o 0 0 0 050 0�0 0�0 0 0 0 0 oSQo 0 0 0 0 e t ill / M o° 0°� 0°0°0°0°0°°°0°°°0°°°0°°°°0°°°°° °°o°o°o° I� iii N I 3 I I KEYNOTES Q °' S° F-0— oo° °�°°�°a ��° °� ,� o o ® 3 m �/ ll I FOR ELEVATIONS SEE PROFILE VIEW EACH SHEET o o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 — — — - O I� ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° �° ° ° ° ° ° Z I ll EX. MH 6 I 01 CORE DRILL EXISTING BOX & CONNECT PER SEE PLAN VIEW EACH SHEET FOR MANHOLE LAYOUT N °' od o 0 0 0 0 0 0 0 0 0 000000° ° ° 000 0000oo Z ° ° °o°°°°o°° ° o oo ,,, / ISPWC SECTION 602.3.4. FIELD VERIFY = C� W°o0000 000 00o000o00c')tqoo000000I°° o°o° 0°0° °boo o°000°oo°�o°°°o°°°o / ,,, 8R� ELEVATIONS PRIOR TO CONSTRUCTION. MATCH 0 0 0 0 oo° o° °E�o o°°°o°°°o°o oQ °o°°oo wn u _ I I I / EXPANDED METAL LID Z----- o0 00 0°0 °o°o°o o°o°o°o°o°o°o°o o�o --- — � -f �j I \7g C I ��// EXISTING INVERT TO WEST. TOP OF GRATE ELEV Z ° ° °°o° °°°o ° o°°°o°°°o°°°o°°°o°°°o ATTACH SECURELY /��o°o°o°o°o°o°o°o°o°o°o°o°o°o°o°o°o°o° 11 III 1 I rill o 0 ° 0 0 0 0 0 ° o ° o / TO CONCRETE RIM SEE PLAN 0 �o,� 0 0 000 0 0 0 0 0 0 0 0 0 -- — \-- — -----000 0 0 0 o 0 0 0 0 0 o 0 0 0 0 0 ��o0 000 00000000000° 0 °°00°°00° 0 ° 00°0o — I� WITH 5/8 BOLT AND II ° °�� ° ° 00 ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° III / /lam OQ CORE DRILL EXISTING MANHOLE & CONNECT PER LARGE WASHER. 6 6" MIN. a.0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 00 o �BP °� ems0-1) o-a1�a o o..o,. ° a III Oo o°� 000°000°oO000Oo°oOo°oOo°oOo°o° ooOo°000° �� O III I III ISPWC SECTION 602.3.4. FIELD VERIFY — i' Pio 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 ° 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 III a N pl—PI I - ° ° °°°°° °°°°°°°°° °°°°°°°°°°°°°°°°°°° ° _ �„R I I III ELEVATIONS PRIOR TO CONSTRUCTION. = W ® ��--�--��� � � � � �; �,,,,„ � � I �� III I FINISHED GROUND ELEV. Z � -f I III i PI ❑ P P� �---- I ul 12 SDR-35 III I COORDINATE W/ NMID SEE PLAN \ ° 11I III 3 GROUT EXISTING WEST INVERT. �\ =\\\�%\\\�\\\\\ \\\\\� �+ W LU F III I III O �\\ \\W VARIES SEE PLAN W w O I --- I ---+- - -- II GIRR MH 5 Z W I II I II F- \ ji iii III ■� � � nn iii r 1'-0" SUMP Z W (.o II= �� = 1t11 iii I Iu I LJ Q00 I i I � I I III iii I Jai � LU O O O O O O _ � '__ ----- � II III z • III I J I z C III III a V � LU I a �` ° ' •" I - I III III I 5 0 III III N I / = nun III z III BOX INV. = LOWEST I I I I 11 PIPE INV. - 1'-0" 1 I --�— ----- III IIII S\° L FNc iJ \ rT1 N A II I � 11 I NOTE: CO ---- o I _ — — iim Ihu �GENSF ALL IRRIGATION MANHOLES ARE TO BE MINIMUM 48" DIA. PRECAST PER I.S.P.W.C. SD-613A WITH A 1 SUMP UNLESS OTHERWISE SPECIFIED. 1 ii li I I III Q 02/07/2024 I I I I I I I I I I II I II I I I � � III I IIII II 12" SDR-35 FOR ELEVATIONS SEE PROFILE AND PLAN THIS SHEET 20218 li �� �` I I I - � I I I IIII V I ilii �� N� o W W W �W W WI W W W III _ _ I W _____ I I IIII PRECAST MANHOLES REQUIRE KOR N SEAL FLEXIBLE CONNECTIONS OR y APPROVED (BY DESIGN ENGINEER, IN WRITING) EQUIVALENT. `gyp F F p NTIAG ----- s s s �s sus s III A I IIII B. D� IIII N - I III \ s l IIII I �. I I I I I I I I I I I I I IIII III I TYP. IRRIGATION MANHOLE CHECKED BY: Ili \ I ilii CROSS SECTION DAVID A. BAILEY P.E. A II 5 \ II III \ iRi NOT TO SCALE DRAWN BY: J B D n P' o Ii i � o � \ I Z o P, '�_ �� I v � I I I III I � — - \ 1 I \ I I III w I 00 1 =y I III \ I I x O - - - IIII I I II W _ _ GIRR M 3 III I BLOC3 III \I I IIII \\I \ t -----\ ------------------- �� EP ---------------------.._ �'� '` �� � J III R MH 1 --------- ------------------------------- A/ I EF 1 e , I \ III 1 J O U — / � t, ,- / I � / (n Q - - ----� - - - - 12" .S R 35 12" i - - �- - �-_= --�� �------- -- ---=, -- D - SDR-3-5i _ � \ \\� T� N 1 0 ----------------------------------- - ---- ® ---- ---� -�--- T — sue �� r / — --------------- _-- __�-�-� i _ -- � �2 SDR-35' � o N -- -- -- -- -- -- / \\ �___ W �`' 041 ------� ------------- -------------- 0 W . I ---------------2 / \ \ I Z N / - - � � EX. CREASON MH GIRR MH 2 _ I 30 0 15 30 60 W W. USTICK RD. - SCALE IN FEET J ° o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 -\ \=o ��=o -D - LL _ \ -SS- / «ass LL LPL o 0 Io Z Q o J 258 2580 Z W N 7 W 00 N N L W W 00 W 00 - - — O Z (n 00 Z N 3 (n N 00 N � N ZN O O 2577 I. M — N M c4 Q, a, 2577 00 O N � 0^ON _ OIL Pill � � N (0LO � LO NOto (0toLO 04Cq to O � � t 00�0^ N1- 1- WH QO � InInN O � U) N N c0 Lo Lo _ + � » O Q WO� NNH =K) F- M � � In ON �tncVZ0000 r � Of +LZ Z O + U) ZO L0N 2 ' NH Qg > > > 0 v UNN — — O MN — O 2 O XH - 257 x 5M > > > � � � > > li Zo o - - - — 2574 FINAL GRADE � � •• ZZ � N � ZZ (2' MIN COVER) 5 w 257 — — — — 2571 EXISTING RADE I 10 F 12" SDR 35 ® 0.22 o 256 2568 > 11 LF 12 — I I I S — u Q I 256 I " 31 LF 12" 2565 `•' JGIRR MH SDR-3 ® 0.22% • I STA:2+16. 8 OPAW GIRR PR FILE DATE: 09-20-2022 RIM:2571. 9 H R: 1 "_ �' PROJECT: I INV IN:25 6.76 12"E C2020-018 J INV OUT:2 67.77 12"S E R: 1 "_ ' 25 256 +80 2+10 2+40 2+70 3+00 3+30 3+60 3+90 4+20 4+50 4+80 5+10 5+40 5+70 6+00 6+30 62 SHEET • r PPROVED FOR CONSTRUCTION se plans and/or specifications have been reviewed for compliance Meridian City Standards and Spec cations.This review does not reeve the owner,engineer,or contractor of the responsibility to design and/or construct those facilities in compliance with all current applicable federal,state,and local laws,rules,regulations,ordinances, development agreements,specifications,orders of approvals,all of which the City retains the right to enforce.Inconsistencies not noted by City staff shall not be construed as approved unless specifically addressed in writing by the City.Any proposed revision to these plans must be submitted for review and compliance with the Meridian City Standards and Specifications before said revision is constructed. Name Codee Neider Date 01/10/25 Permit Number LD-RSUB-2023-0018 ■ Q Q O U 00 LEGEND - Q O SUBDIVISION BOUNDARY LINE w J N CENTERLINE ■� Z L RIGHT-OF-WAY LINE Z LOT LINE •= a PI CONST. PRESSURE IRRIGATION LINE WITH IRRIGATION RISER W Z W ® GATE VALVE W/RISER W I� QD MAINLINE DRAIN iai�/ LIJ w Z_ w OA AIR RELEASE VALVE cc fn CD ' #77777C STREET LIGHT NUMBER W a G I— 0 N. LINDER RD. w w NOTE: V W _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ UNLESS OTHERWISE SPECIFIED, STREET LIGHTS ARE TO BE ------------------------------------------------------------------------ ___- _ TYPE 2 PER MERIDIAN STANDARD DRAWINGS T1 & T2. ---------------------------------------------------------------------------------------------------------------------------------------- -----------------------------------------------------------------------t68C ( ------------------------------- ----------------------------- ---- ; ---- -----7� %�` o --- === CURRENT CITY CO \� FN ----- -------- ------- ------ ------ - ♦. �� -- t�` G- --- - -= STREET LIGHTS ARE TO BE INSTALLED PER CUNAL __ = ---__-__________-� OF MERIDIAN SUPPLEMENTAL SPECIFICATIONS. o ENsF6BLOCK 2 — - -- ---------------- ------ . Q� o2io7i2024 ------ --- \L� Nam20218#56 #56175C °�\\ I I N� 0) ♦ � F-r�\\ I I I I I - �O 9 I P B 6 16 `♦ 711 ��h' . DUNG I O °I II O I I ----- -J Fa- Er18 I ° CHECKED BY: I . a, ------ �. , III STREET LIGHTING DAVIT A. BAILEY P.E. t- it _J CL I E4= i iii 1. All street light construction shall be done in accordance with theDRAWN BY• G) €_ €� = € j 1 1 III current version of the ISPWC, the Meridian Supplemental Specifications JCM III III to the ISPWC, and the National Electric Code. - M 21 j 20 ------ 19 I III ILL 2. A street lighting electrical permit shall be opened prior to starting work. Use the online Citizen Portal at O (% I O ----- J .__I and f iii I https://citizenportal.meridiancity.org/CitizenAccess/ to open a permit u O ------ �I i I III and request inspections. -J 0 I f7] - I III 3. Installation will require inspections for the concrete base reinforcing, .° ' U Z 4 IU ,r, i II III bedding, backfill, and for the pole and associated wiring. o q W oI �° — Q t tl 4. Street light bases shall be located 10'min. from trees, 5'min. from fire v #56173C hydrants and 2'min. from water meters. ra z > 3 N ~ i I 5. Keep accurate notes of conduit, junction box locations. Attach aolf = Q za e _J IZ u I redlined as built drawing of this plan sheet to the street lighting a - O Q I III w 0 0 - I N MORNING SKY LN (n ___ 17 I °I u I electrical permit, or submit a hard copy to the Meridian Public Works X � U 4 J I I = "' " Department prior to requesting final inspection. z z ��- - - � _ 56172C " ' i I III ;'" 6. Contact the City Transportation and Utility Coordinator (208) 898 5500 o g W ?� - # - I 11 iii for questions regarding Utility Conflicts, or to access locked meter U - I I III pedestals. 7. All streetlight components shall be constructed within the w a a I Q JI ---T- 0 0 F- -T--- I I III right-of-way. N N N 6 a I u 0 0O 0 ----- I ti 23 35 I I I 0 N N N w 4 h ❑ � nn' I III W Q L_ N N #56167C Cl- C a a 0- a- ---� co -- _� T--- / i Li iii w o 0 0 ° Z `o / i I iii STREETLIGHT CONDUIT IS TO BE z O O e ----- I u l LOCATED WITHIN RIGHT-OF-WAY. ul J CONTRACTOR TO PROVIDE �J AS-BUILT CONDUIT LOCATIONS !� ' I I iii TO DESIGN ENGINEER FOR N MORNING SKY AVE Y 25 33 ;' ---------- --° - s i III INCLUSION IN RECORD DRAWINGS. DIGLINE PHONE #1-800-342-1585 - _ - _ _ _ N MORNING SKY LN Q a a O ❑ O r III Q - -- 0I - � 29 I I l W --- i l l I I ❑ ° ❑ d ��IIC�� I 4 56169C = - BLOCK 3 O 9 14 _ �.- - -- -�--- ---� Y I W o r-- --- � I I 1 i 4 27 31 EL I I I Y o O I O ❑ ❑ O I .__I I L- L--- m 4 -- T-a -- IF O I r-- >T--- I e ❑ a 2 I oI I _ O 1 L 9 EL U r T I ILA 3 I i EL ;i I I° I _J O I o EL O N TWISTER LN j i II D O I I w II - L- - --- I #56171C 4 I I III #56166CQ - 56170C ' II III 15 8 O 10 11 12 13 lO ~ 6 L F=f 7f O II III O / II III z i BLOCK ! ! a Q#56176C III Plans Are Accepted For Public _ �-- _ _ __ _ _ __ _ __�__.� _ _ I III Street Construction III i I III By stamping and signing the improvement plans, the Registered Engineer ensures the District that the plans conform to all District I� policies and standards. Variances or waivers must be specifical-ly Yand previously approved by the District in writing. Acceptance V I I I I c O III of the improvement plans by the District does not relieve the I I I I a �i 'G III Registered Engineer of these responsibilities. J I I I I III BY DATE- I I III ADA COUNTY HIGHWAY DISTRICT I I I I I I I III I I I I I I III C�i'VLE �IAN APPROVED FOR W �D,►�o CONSTRUCTION W These plans and/or specifications have been reviewed for compliance with Meridian City Standards and Specifications. This review does not relieve the owner, engineer, or contractor of the responsibility to design and/or construct those facilities in compliance with all current applicable federal, state and local laws, rules, regulations, ordinances, development agreements, specifications, orders or approvals, all of which the City retains DATE: the right to enforce. Inconsistencies not noted by City staff shall 09-20-2022 not be construed as approved unless specifically addressed PROJECT: in writing by the City. Any proposed revision to these plans must C2020-018 30 0 15 30 60 be submitted for review and compliance with the Meridian City SHEET Standards and Specifications before said revision is constructed. SCALE IN FEET Name Date 1"=30' 1 701