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Home My WebLink AboutCC - Construction drawings Q p GENERAL SEWER U 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 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 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 55 EXISTING SEWER LINE _ ('3 w a 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 •� Z ~ EXISTING WATER LINE _LOCATED IN THE SE 1/4 OF THE SE 1/4 OF 3 NEW STORM DRAIN SECTION 35 T.4N. R.1W. B.M. Z specifications. mains (sanitary sewer, storm drain, and irrigation) shall be a minimum of 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 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 w w w 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 2023 a o 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 LINE N Z w all times. 58.01.08) and Section 430.02 of the Wastewater Rules (IDAPA 58.01.16). W/SERVICE W j 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 U) P P 3. The horizontal separation of non-potable services and potable water services �+ W w EXISTING EDGE OF PAVEMENT Z w work. or potable water mains shall be a minimum of six (6) feet. Where it is �- Ep �- � � 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 IP� NEW EDGE OF PAVEMENT '� required. No work may begin on any project without Twenty Four (24) hour prior notice. -------------------------------- SAW CUT LINE ® Z ~ with less than eighteen (18) inches of vertical separation, the crossing shall W Qco 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 ; o or close water valves. w w Public Drinking Water Systems (IDAPA 58.01.08) and Section 430.02 of the ----------- ROADWAY CENTER LINE 0 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 O placing aggregate O placing O placing P paving. seepage beds, drainage swales). -_--_-- �-- cR PROJECT �S\ONAL 6 B Iacin of a re ate base; C Iacin of concrete; D Iacin of asphalt avin -24� EXISTING CONTOUR 9. Inspection, approval and final acceptance of all water and sewer construction shall be by the Public Works FINAL GRADE CONTOUR <gTC�S 'V SITE o ��GENSFo Department, and their decision shall be final. Such inspections shall not relieve the contractor from the responsibility of q� WATER ELEVATION ® STATION - Q 06/13/2023 performing the work in an acceptable manner in accordance with the DEQ/QLPE approved construction plans. STATION POINT (TOP BACK OF ROLLED WINDSONG n 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 11" to construction. Rules for Public Drinking Water Systems (IDAPA 58.01.08)" as well as the CROSSTETHEINGS `11 �TF 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 SUBDIVISION tiq �GP 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 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 g ( ) 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.1o_ or potable water mains shall be a minimum of six (6) feet. Where it is O EXISTING SANITARY SEWER MANHOLE o 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 # necessary for a potable water main and non-potable water main to cross with N � o 1-800-342-1585. less than eighteen (18) inches of vertical separation, the crossing shall be 4" SEWER SERVICE LINE M SO�TN Z constructed in accordance with Section 542.07 of the Idaho Rules for Public 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 O/y a g g 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 �, of o 0 P ( ) P Y w FEEFIE17. Locate subsurface stormwater disposal facilities (including infiltration beds and drywells) at least 25 feet from water Z Wastewater Rules (IDAPA 58.01.16). m z M 4. Place water service lines in a two (2) inch diameter pipe sleeve wherever the PROPOSED FIRE 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 � � a 18. The Contractor(s) shall remove all obstructions, both above and below ground, as required for the construction of a a CJ the proposed improvements. This shall include clearing and grubbing which consists of clearing the ground surface of all drainage swales). VI C,I N ITY MAP w N N 5. The Contractor shall be responsible for providing continuous water service to EXISTING FIRE HYDRANT NAVD-88 DATUM 0 0 trees, stumps, brush, undergrowth, hedges, heavy growth of grass or weeds, fences, structures, debris, rubbish, and such P P g tiYC 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 „ - k �' N r! N for future use on site shall be disposed of off site. interrupted, the contractor shall coordinate with the Public Works Inspector. O LOT NUMBER 1 - 600 N o T l N T 19. Survey control points which are critical to the construction of the project are located within the limits of work. The w ci 0 0 Contractor shall take precaution to protect the points in place. ® CATCH BASIN - ISPWC 0:: z < N 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 3.1 - EXISTING SITE/DEMO PLAN 23. The pipe Contractor shall replace all pavement and concrete removed for the installation of water, sewer, or and in an AWWA C-900 pipe sleeve with locator wire. The Public Works SURVEYOR 3.2 - MASTER UTILITY PLAN o 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. LAND SOLUTIONS 3.3-3.4 - SITE GRADING PLAN is removed. Concrete and pavement shall be replaced per ISPWC Standards. 4. The horizontal separation of potable water mains and non-potable water mains 231 E 5TH AVE. 24. The Contractor shall field verify all existing curb and gutter, storm drain, channel crossings and all storm drain and 3.5 - PRIVATE DETAILS (sanitary sewer, storm drain, and irrigation) shall be a minimum of ten (10) feet. MERIDIAN, ID 83642 0 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 (208) 288-2040 3.6 - STREET & DRAINAGE DETAILS o cross with less than eighteen (18) inches of vertical separation, the crossing 4.1 - PUBLIC STREET PLAN & PROFILE ROADWAY shall be constructed in accordance with Section 542.07 of the Idaho Rules for DEVELOPER 4.2 - PUBLIC STREET & DRAINAGE DETAILS Public Drinking Water Systems (IDAPA 58.01.08) and Section 430.02 of the BILTMORE COMPANY 1. All contractors workingwithin the public road right-of-way are required to secure a right-of-way construction Wastewater Rules (IDAPA 58.01.16). 5.1 -5.3 - SEWER 8C WATER PLAN 8c PROFILE P 9 Y q 9 Y 1580 W CAYUSE CREEK DR. 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 MERIDIAN, ID 83646 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 TBM #1 - 2572.2 - TOP OF EXISTING GIRR BOX. - the crossing shall be constructed in ENGINEER 7.1 STREETLIGHT PLAN 3. Meridian Public Works will inspect storm drainage improvements serving private roads and parking lot eighteen (18) inches of vertical separation, 9 BAILEY ENGINEERING, INC. 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 1119 E. STATE STREET, SUITE 210 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, 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, O __ N CINDER RD __________ below the surface and eighteen 18 Inches above the to of the pipe. BLOCK � ----- �_ _ 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. street centerline and the exposed edge shall be tacked with emulsion prior to paving. Actual field conditions P g P P g 8. Label all valve boxes and vaults with durable tags carrying the warning > during trenching may require additional pavement repair beyond the limits shown on the plans. Refer to a o O SSMH D3 DANGER-UNSAFE WATER or NON-POTABLE WATER, and locate them a minimum I o �� Cn 0 21 SSMH C3 1 conditions listed in the ACHD Policy Manual. " m of ten (10) feet outside of the Public Right-of-Way, private roadways and 9 cn zz 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. 3- °-+ 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 v SSMH 02 23 35 I Street Construction 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 � o" i By stamping and signing the improvement plans, the Registered P system P 9 system. U za 34 0 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 approved by the Idaho Department of Environmental Quality (DEQ) and the City � " ORNING SKYSSM C1 25 33 Z" policies and standards. variances or waivers must be specifical- determined by the field inspector. I zs �, ��I ?.T* of Meridian Water Department. Q Iy and previously approved by the District �n writing. acceptance 1�1 10.AII 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 ro erl s MH Al w" zs BLOCK 3 32 ; U of the improvement puns by the District does not relieve the 9 P P 9 P P Y � iDaHa 1 Y 27 31 Registered Engineer of these responsibilities. Public the current edition of ACHD Supplemental Specifications. executed agreement for inspection and maintenance is in effect with the I I V) 11.Roadway construction will meet specific details and requirements of the following Idaho Standards for Public Works Construction O cn 2a 30 m Works Department applicable Irrigation District. Forty-eight (48) hours advance notice is required. 3 w" " 2z ' 3: BY DATE: 14 Standard Drawings (Current Edition): I O I ADA COUNTY HIGHWAY DISTRICT Design $Construction Supplemental Specifications 1. Street Section, ACHD SD-801 and sections as shown on Street Details Sheet 11.Pressure irrigation mains must be along rear lot lines. Where pressure irrigation o TWISTER I� 22 = s ACHD SD-303, ACHD SD-806. I• 2. Asphalt repair for street cuts: SD-301, mains traverse a side lot line in order to cross a street the domestic water ' SSMH D1 52 15 ■ I � � I • ■ ■ 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 a s io ii iz 13 • � " Os � THE PLANS ARE PREPARED IN SUBSTANTIAL p p ] 12.Pressure test the irrigation system to one hundred-fifty (150) pounds per square _ -- __ -- --� CONFORMANCE WITH THE ACHD POLICY 4. Curb and Gutter Vertical per ACHD SD-701 & Rolled per ACHD SD-702 _ LOCK -__ _-- rw - ■ 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. TIME OF PREPARATION.THE ENGINEER ACHD Supplemental Drawing SD-709 y p p P SHEET 4.1 - CROSSWIND ■ ■ 7. Sidewalks, 13.Cit of Meridian Municipal Water is the backup water source for this development ACKNOWLEDGES THAT ACHD ASSUMES NO ■ DATE: SHEET 4.2 - PUBLIC DETAILS ■ ■ - A reduced pressure backflow prevention assembly Is located in Lot 9, Block 4 LIABILITY FOR ERROR OR DEFICIENCIES IN C ` ■ IN 8. 2.0' Ribbon Curb, ACHD SD-703 P P Y SHEET 5.1 - SEWER LINE A ■ � 09-20-2022 SHEET 5.2 - SEWER LINE C THE DESIGN. ALL VARIANCES FROM ACHD 1 of Gander Creek North Subdivision No. 1. ■ ■�� 9. Standard Drop Inlet Type IV w/ 12" Sump, ACHD Supplemental SD-604A SHEET 5.3 - SEWER LINE D POLICY SHALL BE APPROVED IN WRITING. PROJECT: 12. For subdivision sign installation; outside installers must be bonded with ACHD - Total Area for Assessment: 115,920 sf (2.661 acres) THE FOLLOWING VARIANCES, LISTED BY DATE ■ 1 C2020-018 and obtain a no-charge right-of-way permit. STREET & SEWER INDEX 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 FOR THE PROJECT: pavement markings. 1"=150, 4 - 06/01/2023 EXCLUSION OF EAST-WEST ■ - ■ PEDESTRIAN RAMPS AT CROSSWIND/LINDER 7 ■■ INTERSECTION. � m Q p U QO Vl 00 � O � {{�� ♦ + 00 O v N a) _ N V W I rr/ QZ 3 J o N PLAT SHOWING W I= Z) PA W S UDDI VI S ON �_ ZFz LOCATED IN THE SE 1/4 OF THE SE 1/4 �cc cs co `° Z W (O OF SECTION 35, T.4N., R.1 W., BOISE W � o MERIDIAN, CITY OF MERIDIAN, ADA COUNTY, IDAHO 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. 0 -- -- - - -- -- �� 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 icM 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 IY ' THE IMPROPER OR NEGLIGENT OPERATION OF AN AGRICULTURAL OPERATION, AGRICULTURAL FACILITY OR OO 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. zm 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 1 co 6. LOTS WITHIN THE SUBDIVISION WILL BE ENTITLED TO IRRIGATION WATER RIGHTS, AND WILL BE OBLIGATED IFOR 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 v THE HIGHEST ESTABLISHED NORMAL GROUND WATER ELEVATION. 0 mcn 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 ! N r COMMON LOTS WHICH SHALL BE OWNED AND MAINTAINED BY THE PAW HOMEOWNER'S ASSOCIATION. ALL N N o COMMON LOTS ARE SUBJECT TO A BLANKET PUBLIC UTILITY EASEMENT AND IRRIGATION EASEMENT. ,� 1 � I O6 O5 O4 O3 O2 01 >z 1 N 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 04 a 11. LOTS 7, 8 AND 9, BLOCK 2, AND LOT 16, BLOCK 3 CONTAINS A ACHD PERMANENT SLOPE EASEMENT - a z M 00 21 i SEE INST. NO. 2018-071332 N o N z i o 12. LOT 15, BLOCK 3 CONTAINS NAMPA & MERIDIAN INGRESS/EGRESS EASEMENT - SEE INST. NO. 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 N0. ------------ 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 `° ' 8 0 rz LOT 5, BLOCK 1, LOT 8, BLOCK 2, AND LOT 22, BLOCK 3. Zo 28 27 26 25 24 23 22 ^ z ' (o 16. THE MAINTENANCE AND OPERATION OF THE PRIVATE ROAD INGRESS-EGRESS AND EMERGENCY ACCESS 1 N EASEMENT SHALL BE THE RESPONSIBILITY OF OR ITS ASSIGNS. 3: Y � I z z 20 1 0) Z 17. THIS DEVELOPMENT IS SUBJECT TO AN ACHD LICENSE AGREEMENT - AS RECORDED IN INSTRUMENT NO. o 00 oo O9 } 13 I ------------ RECORDS OF ADA COUNTY. Y d- 18. THE DEVELOPMENT IS SUBJECT TO THE TERMS OF AN EXISTING CITY OF MERIDIAN DEVELOPMENT m z 1 chi) 0 1 N i AGREEMENT - AS RECORDED IN INSTRUMENT N0. ------------ z 104 19. CITY OF MERIDIAN SIDEWALK EASEMENT - INST. N0. __ _____________ 29 1 10 BLOCK 3 10 n 20. PORTIONS OF LOTS 13-16, BLOCK 3 CONTAIN A CREASON LATERAL EASEMENT AS SHOWN & z o O p O N m DIMENSIONED. Lo 1 PLS i 21. A TEN (10) FOOT WIDE PERMANENT PUBLIC UTILITIES EASEMENT IS HEREBY DESIGNATED ALONG THE IM Q z 1 g 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 I co i LOT 5 BLOCK 1, LOT 8 BLOCK 2, AND LOT 22 BLOCK 3. v 0 I I 13 I 1 � (PRIVATE) W SANTIAGO LN o • i 13 22 I r LEGEND • \ O O 1 0 I NNL LA/y0 1 N ——— ——— SUBDIVISION BOUNDARY ��`3G i s rE,�'t, G,�L 14 17 18 I LOT LINE o�" I a BLOCK 3 1�57� -- - SECTION LINE N 1 1 1 18 0 X PLS . ... .... .... .... ..•• • SURVEY TIE LINE 0 9 P = POINT 15 16 R, 5291 ��ti rF OF OF BEGINNING ��,p°�, O6 LOT NUMBER TO% W NP el ..y0 ; —— —— —— —— —— —— FOUND BRASS CAP CLINTON W. HANSEN PLS 11118 75� MONUMENT , • N00'15'19"E � N89'14'45"W 297.99' � � LAND SOLUTIONS • �� PLS FOUND ALUMINUM CAP CP&F. N0. 35 452.00 35' W. USTICK RD. 5291 MONUMENT " 231 E. AN,5TH ID 64 A 1/4 0 - - - 35' - _ 390.00' l- T.4N. 35 36 MERIDIAN, ID 83642 106043560 2. - - - - - - - - - - - - - - - - CP&F. NO. FOUND 5/8 IRON PIN T.3N. 2 1 00 WITH PLASTIC CAP PLS 11118 4 0 k 109109699 UNLESS NOTED OTHERWISE 0 O BEARING SET 5/8 x 24 IRON PIN 60 0 30 60 120 BASIS OF BEARING N89°1 WITH PLASTIC CAP, PLS 11118 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 QO V OctM O W O � v0 ` N � " J � v W @ ■- Z Z 3 . A Z O LU PA W SUBDIVISION ``' Z W � W w Z w cc Z w o W Qco W W Curve Table Uj 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"3'51" rLoo __ __ __ S00°15'04"W 291.4- __ __ _- 95.65' 29.35' 29.36' 137.10' �507 4=w 96.75' , C3 15.00' 10.89' 10.65' N68'43'11"W 41'35'42" L8 L1 _- S00°15 04 W 191.66 SQ --- -- -- -- -- -- -- O s• C4 15.00' 4.21' 4.19' N07'46'33"W 16'03'43" 1 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' in N00'15'04"E N 722'3 96 75, �9ly o r) 29 S0'15'04"W 172.14' 16 6.50' 6 10.66'T 48 A C6 2.00' 3.14' 2.83' S45'00'00"W 90'00'00" O Cci Cci 80' 9 I 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 �S Off, 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: 0 N 71.00' N "� 't � n cc C9 124.99' 73.79' 72.72' N57'09'35"W 33'49'23" 1 21 rn 20 0 19 6.15' 1 JCM/JBD LO N LO b N00'28'58"E b 00 0) r0N O0 C10 15.00' 12.70' 12.32' S65'45'06"E 48'29'48" W O � co 0 71.00' O NCoCq C11 15.00' 10.93' 10.69' S20'37'34"E 41*45'16" C10 0 N002858E Q � '0 000 27. 37.00 32.01C12 15.00' 23.63' 21.26' N44'52'28"W 90"5'04" o ' rn O o 71.00 m _ I Y NO'15'04"E 196.56' C13 39.00' 61.10' 55.04' N44'37'59"W 89'46'04" v0 b of F Io � o Noo'28'58"E o f:N� El 22 (PRIVATE) N MORNING SKY LN Z o � ( z C14 15.00' 23.56' 21.21' S44'31'02"E 90'00'00" 1' z a z N ( 2 0 SOO'15'04"W O - r7 -0 o V) �r ... 71.00' N !w o 0 0 �I zC15 15.00' 23.56' 21.21' N45'28'58"E 90'00'00" N N0o'28'58"E I 8"E 74.32' 196.80 NO'00'00"E 74.19' �� Q o N Y N z LO 00 c;19 F 0UC16 15.00' 14.75 14.16' N61'21'18"W 56'19'26" 0 M 23 35 C20 Z o zC17 15.00' 8.76' 8.63' N16'28'16"W 33'26'39" m CO N 23.5' w23.5'- 1.00' N N 81.00' 12.52' N rn I 6.50' ``� o, '26'19"E b o N00'00'00"E . za C18 15.00' 23.50' 21.17' N44'37'59"W 89'46'05" ' 24.00' 59.21' o O o roto c1 24 0 0 34 0 w � I- SO'28'58'W 89.70' "� 1.00' N N 81.00' N `n I o NC19 15.00' 8.60' 8.48' N16'40'07"E 32'50'07" cv I0 � 1ro 63.00' 0Q Irno O M � 00'28'58" Yo N00'26'19"E o - o N00'00'00"E o N C20 15.00' 14.90' 14.29' N61'32'35"E 56'54'49" M•N - `�' - N �PRIVATE5 N 25 " co 33 rn �w N WAFTING LN o N o o 0 0 7.10' 04 a N 00 MORNING SKY LN N o N 81.00' N 0 O O N 81.00' N o a V) o C21 15.00' 23.50' 21.17' S45'07'32"W 89'44'56" � to NO'28'58"E 125.00' N :`� N 63.00' LU '`� 29 ''' 0 `� C6 I j � 00 I �n rn M p -0 N00'26'19"E 0 o N00'00'00"E o 00 64.83' I = LLJ 0 0 C22 15.00' 14.72' 14.13' S61'53'36"E 56*12'49" N Z z 004 NOO'28'58"E �, O 0 26 0 3 O 32 O o `n z �, 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" (N in 3 81.00 0 0 81.00' z V "� 24.00' 59.21' (n N O b N00'26'19"E o - L4 ;- i� l n io .•. o ;h 0 o N00'00'00"E o io I rn C24 15.00' 23.63' 21.26' N44'52'21"W 90"5'19" 6.50' I o �� 0 ''� i° 0 27 0 0°'0 0 O 31 0 N 100 C25 15.00' 8.72' 8.60' S16'55'04"W 33*19'31" I .I� co O N 1 U 86.00' N N 12.50' 81.00' `v z BLOCK 3 z `V 81.00' It 12.62' N w Z � >� 3 o NOO'28'58"E o N00'26'19"E N00'00'00"E o I C26 15.00' 14.90' 14.29' S62'01'54"W 56'54'09" I i�`� 71 pp N 0 O 0 d C26 28 � 0 30 C22 'oo o 0 23.5' 23.5' 0 0 - 1 4 N C25 `ci LO Co O o LO 14 1 Q N p 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 ;��No o o - - I 0 C� NO'28'58"E 74.19' NO'00'00"E 74.34' O I 0�NM 0 3 0 _ o N00'28'S8"E o N r', 197.68' �� z zIL Ld- N 71.00' N 6 O' 0 O3 0o NOO'15'19"E �' `r ��, `� 0 Q° coll Noo•28'58"E N s6.00' N 71 N 22 (PRIVATE) N TWISTER LN $.78' 5 0 00 0 o N00'28'58"E o I LO O Li N o O 00 NO'15'19"E 255.07' Line Table 24.00' N 71.00' N N 86.00' o rn C44.74' 41.00' 46.08' 46.08' 41.00' 54.94' Co I j SO'28'58"W 95.00' b N00'28'58"E � w o Line # Direction Length 0 O o C3 w w w w w ^d O 15 1 0 0 5 0 _ 4 I N � �t O O O O 0 co L1 N61'10'56"W 12.34' Y S00'28'S8"W oN M O O � 10 'n 11 i° 12 �r ui 13 1 0 1 U ``� 86.00' -j w ;� 0 0 0 � 0 0 000 L2 S00'28'58"W 24.00' 1 0 O i ;n o 0 o 0) `o 0) `o ro 0 ro m N M O (n (n (n (n (n L3 S89'31'02"E 35.73' m O ''� L2 BLOCK 3 1311 11' 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' _ JL 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��GI S TFR� L12 S89'31'02"E 20.21' LEGEND o� o SUBDIVISION BOUNDARY 1 1 1 18 N O _ STREET CENTERLINE C� TF 0 F LOT LINE oN 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: ewalley 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, ID 83616 www.baileyengineers.com . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . DATE: 09-20-2022 PROJECT: C2020-018 r ET � m Q p U QO Vl 00 � O � {{�� ♦ + 00 O v N a) _ N V W ■- Z � Q Lu rr/ QZ 3 J o N PA W SUBDIVISION ``' Z � Z) LV CoW w w Z w cc t3 coco Z w co W Qco -j co ww V W ACHD ACHD PERMANENT PERMANENT N. LINDER RD. SLOPE SLOPE EASEMENT EASEMENT N89°4624"W SEE NOTE 11 l SEE NOTE 11 5.03, O -- -- --y — • -- --� I�58 7 I I 36.03' i J 8.50' I 36.02' S00°00'00'E 40.00' ` S89 46 24'E N00'13'36'E 16 ` CHECKED BY: O I I I 25.04' 3 DAVID A. BAILEY P.E. O I S00°15'04"W 10' SEE NOTE 1 W �� 16202' 18 7.04'— ip DRAWN BY: co- a iACHD JCM JBD �1 O Z N90 03708 i i PERMANENT / 40 21 40 40 20SLOPE 00°15'04"W 1 Q I EASEMENT 9.00' 7' SEE NOTE 21 ill SEE NOTE 10 O I Soo°15'04"W S89 4456'E I I (Wj I �'� 22.55' 7.00' SEE NOTE 14 U S443759'E ........ ............ Y i l Q I U 39.43' o... 10' i, l w (^ ^ O 00 III Y Q I m SEE NOTE 21 0� N90°00'00" II F = Q S89 31'02'E M Z V) I > I 45.79' 22 (PRIVATE) N MORNING SKY L J 149.00' I, a a N O I I / SEE NOTE 21 O W M 1 1 32.81' 10"W z 40 Q o 17 Y ;i �' o g I U 10' SEE N44'37'59"W 23 } 35 Z w o ' ( w OJ O NOTE 1 S0028'S8"W 10> N 7.33' O No0°15'04'E rl O Q � m v y i MERIDIAN SIDEWALK EASEMENT V) m I 24° 81.00,o 207.53' fn z 3 N63° 47' 20"Iy I SEE NOTE 19. o N 0 J w ^ 20.69' i i N _ O OL 10 I.... ..... 24 34 l W Ld N00 00'00"E / ill N Q Y Q 8.73' i, • _ N WAFTING LN _ (PRIVATE51 N N 25 33 N90°00'00'E ;i � z - cn MORNING SKY N / l W 29 129.13' .ai � O N �1 Z o N8931'02"WTi - 26 32 w I �I = 123.95' ~ cv p I N I 1 3 w S89°49'12"W Ilil — — — — — — 0 O ^ f 10' 27 31 vwi 96.05' y CREASON LATERAL REALIGNMENT O ^0 I 3IO ' > BLOCK 3 30 o EASEMENT N007321'E y SEE NOTE 1310 6 S00°15'19"W d0 - 81.00' a 21378 Q I 14 I^z >(N I i I w W 3 I 58931'02'E__----' SEE NOTE 2 I o a() O O 91.16' I i S89 4441 E PRIVATE N TER LN r10, ) TWIS ( SEE NOTE 21 9 00 I I I SEE NOTE 20 I 4 10' SEE NOTE 1 ........................... ... ......... ......... ....... .................... . ...................... .......................... ............ ............. r 0 SEE NOTE 14 TA34* 11' O1"W1 --i -- -- 0 10' N00°15'1 'E 10.60' / NAMPA & MERIDIAN I Y 8 9 10 11 12 44. 0' 13 / I �o IRRIGATION DISTRICT O 1 i �10' SEE NOTE 1 O O O O O O lol INGRESS EGRESS J O N00°15'19'E N89°44'41"W Noo°15'19'E of EASEMENT m I O 170.81, 9.00, 69.58' N39° 09' 49"W SEE NOTE 12 I 7 BLOCK 3 25.05'� 1o.00'co O — p — ——�28.36 — 20.77' i_ 45.11' i N29° 48' 33"W 52.31' \oNN L LA/yo SG • --- --LEGEND 0) o GisrE,��o,�� SUBDIVISION BOUNDARY 1 1 1 18 0 — — — — — — — — EASEMENT LINE (SEE NOTE 1) EASEMENT LINE (AS NOTED) ------------------- EXISTING EASEMENT LINE (AS NOTED) FOF EXISTING EASEMENT LINE � 5 ........................................... (AS NOTED) �O/V W. 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 • SET 1/2" x 24" IRON PIN WITH PLASTIC CAP, PLS 11118 ■ 0 40 20 40 80 alley Engineering, Inc. SET 5/8" x 24" IRON PIN o WITH PLASTIC CAP, PLS 11118 1111111111111 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 � II,I ■ X r � , KEYNOTES Oct o �d ©----d— ---d-------- �r �/ d --d--------d-- ---- —� — — —————— --�( � �� I V N T PROTECT EXISTING SEWER MAIN. a 0 ------------------------- -------------------- — — - - — S 2 PROTECT EXISTING WATER MAIN. L PROTECT EXISTING POWER POLES, OVERHEAD Z o _ POWER. 02 M — __ _M M M M M M M / M ••o ® PROTECT EXISTING CURB, GUTTER AND SIDEWALK. SM� a o 3 50 PROTECT EXISTING GAS LINES. = w — — — — — — — _ _ _ _ _ _ _ Z_ _ °_ „- o ° a= °� © PROTECT EXISTING GRAVITY IRRIGATION PIPIING & W 05 as ° STRUCTURES. W w N. LINDER RD. _ ° MENEM Zw EXISTING WATER STUB/SERVICE TO BE E E \ ABANDONED IN PLACE. COORDINATE W/ CITY OF Z uj M - - - - - - - - - - - - - - \ I I MERIDIAN. W U � - - � — o U N ----------------------------------------------------------------------------------_= ------- -------------- ---------------- ' \ I 8 PROTECT EXISTING CREASON LATERAL PIPING. - ------------ Uj i r — r -- -- -- — -- r _ , -- -- —_-- � _-- ----- --------------- ----E—_�— ---------------- j DEMO EXISTING IRRIGATION PIPING & V w °, _ ° — da�.,e,—�.,a, e, a ° r.,a a °I ,a, >.,e,�.,a, � — — --_— --______________________________ ______ = -----® —__ ___---® __� / I / \ STRUCTURES THROUGHOUT SITE. SEE GRAVITY x� 9 / I BLOCK 2 _ Q------- ------------------J / / © �,a,�e--�\--- — -----� �� —� ---_ = �� IRRIGATION PLAN. r---- ----- -------- ------- ----------- — / /� �\� N I I ® PROTECT EXISTING STREETLIGHT/SIGNAL. \ANAL F _ _ _ - - - - - - - ,�� I I � II SS _ --- --- -- — F-A�� I 1 I u PROTECT EXISTING ACCESS ROAD PATHWAY. �C� G ENS ®��\ IIII; III © �o Fo �� I u 06/13/2023 `� o N I u Q3 © COORDINATE DEMO OF EXISTING TREE(S) W/ ♦� I I \ III LANDSCAPE PLAN, DEVELOPER & NMID. 20218 EXISTING ACCESS TO BE CLOSED. SEE SHEET N��0 3.3. vp 9TF OF SOP P cfl I I iili / I I{I �qAy � Y O II II III I CHECKED BY: NOTE: II IIII / I ilii ACTUAL CONDITIONS DURING TRENCHING MAY REQUIRE DRAAVID A. BAILEY P.E. O (n O I J I II I IIII / Ilu DRAWN BY: J � I \ I I I I III � �� III ADDITIONAL PAVEMENT REPAIR BEYOND THE LIMITS SHOWN ON JBD I O 0 m I N I O \ I; /�IIII I IIII THE PLAN. THE FOLLOWING CONDITIONS ARE LISTED IN SECTION g I Z 1 '\ IU — _ \ I I I�iViil� I = \ i i 6000 OF THE ACHD POLICY MANUAL. - 3 N 1. ALL ASPHALT MATCH LINES FOR PAVEMENT REPAIR SHALL BE II O V) Z \ I I III I I II 0 O 1 \ Q i IIII III ' I PARALLEL TO THE CENTERLINE OF THE STREET AND INCLUDE N iMORNING SKY_ LN \ cn 17 /� / I iii I ANY AREA DAMAGED BY EQUIPMENT DURING TRENCHING I U / / I u 1 N � I OPERATIONS. Z O / I U / / \ I I // I i I iii I Ili 2. IF THE CUMULATIVE DAMAGED PAVEMENT AREA EXCEEDS 50% Q U - - - / / I I i I °I /' OF THE TOTAL ROAD SURFACE, CONTRACTOR SHALL REPLACE Q I I I III I l u THE ENTIRE ROADWAY SURFACE. W z aid Z T OAa Zl i i i N iii o 11 / III 3. CONTRACTOR SHALL REPLACE THE PAVEMENT SURFACE TO _ ENSURE MATCH LINE DOES NOT FALL WITHIN THE WHEEL PATH / I I i I iii I iii OF A LANE. MATCH LINE SHALL ONLY FALL IN THE CENTER OR o N I I 24 / 34 I I O I i I iii iii EDGE OF A TRAVEL LANE. N Z \ \ a I I III I III I I J / I III N 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 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 III z " O / I \ I IS A CRITICAL FACTOR. I N II Lvl 29 I I �.I°C 5. ANY EXCEPTIONS TO THESE RULES SHALL BE PRE-APPROVED Z Al u 26 N r l o� I I I IN WRITING BY DISTRICT STAFF BEFORE CONSTRUCTION BEGINS. O O 32 I/M ; ; I I li ,- _ BLOCK 3 14 Q u 1 27 31 -1 O j II01 / n 0 4 II O i V) %1 O / /U h� � � i � � o 3 / j III �1 I I /r i O N TWISTER LN o 15 III III �� - O � I III \ / ,u❑ - - � I 7 8� N1 _J I i \ iii I ""'"VVVV 11 as r I \ I � � I III III ERR III III \ I � BLOCK —� —� / III ❑ W � o I / I ® II II o 12 PVC 12 PVC 12 PVC 12 PVC mc 12 PVC —12 PVC 12 PVC 12 PVC ��0 — \ (\ �Q- R 'll 30 0 15 30 60 II SCALE IN FEET 1"=30' V Z a 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 • � ,lII ■ M iii flcp LEGEND = 00CMO �d ©— d— ---d--------� ----ter i—/ d n= --d--------d--- ---- —� — — — — --J' /F WJ N > _— �------------ SS EXISTING SEWER LINE _ w _____________________________- ------------------------------------- ■� ZCIO -------------------------------- ------------------------------------ _ ________________________- ---------------------- -------------------------------------- - � W EXISTING WATER LINE � ----------------------------- ZSD NEW STORM DRAIN M M M M o M M M W NEW WATER LINE NEW SEWER LINE 'ENEM a_ ••o 3 N PI NEW PRESSURE IRRIGATION LINE = CD - - - - - - - - - - - - - - n - - - - - - - - - - - - - - - - - W/SERVICE W Z tz w U °O IRR NEW GRAVITY IRRIGATION LINEUj W Uj N. LI N D ER R D. ---------------- BOUNDARY LINE _Z ----------- ROADWAY CENTER LINE �-----.-.<-a,--------IIIII-- —---- -Q----------III—I I�-I I�I-I---„-�-�a•�-w„»-,�------_--_--I III;I I--IIII_;I I_0—_-`-�-II I- 1-----_---o--o M--o0----- --0 —o-�°—_—`-O�--_.1.—--1--.I.—-I1-----c-----OO00333—III 450-I-°-—----c--_--_-II----.I—.®—II—w--e—.--.-----�---•° ---_�—----- '/��;/—�f//� ////�l/�J//v�—//,//�❑n/n/,,i///-,❑//'-/k—aa,/=�-,��/_— _II JIIIIII�F I II�; II I III II I II�IIII�Iji 1I I II II IIII II�II II III rMI1 II1 IIL�I III iC!�rII��I�TI�IIIv•I�iI ii I�I IIIIIi uIIIiIuIIIuI�I1IIIIIIIIIIII III I/III IIIIIII/•iiIII II IIII lIII IIl IIIIIII II I I IIIIII II IIII� Il II III I III,II�II IIIIi IIII�I IIIIIIII II1 II I I I I Is° �IR�YUN��•'3';;; o�IIIII°IIIl IIoI IIIIIIIIIuIIIIIIIII II I I\I II I II II I IIIIII II II II\III I \nII II I \I/III Iu 1II GB� I1 ��I I I I III 1I I III II \ IIIIII I II I IIIIII IIIII1\II IIIIIIIII IIII �I II I II\I I\ II IuII uI II IIIII 4uI III �I II I, �000®�1 0—eQ�QZ Ov O 2HQ—es^^VII � ,, � �— ZQp�0_cO NFID� O MIIo� F � F— Q�\Q G i�U P F) Z � � co ROADWAY RIGHT-OF-WAY Q co — — — — i J n � -7 ------------------------------------------------------ ------- _-------- - --- ----------------------- LOT LINE -------------------------------------- SANITARY SEWER MANHOLE BOCL---- ----------------------------- 0 EXISTING SANITARY SEWER MANHOLE M—M � NALO MM % SEWER SERVICE LINE ENSl l » r \ M —A LO o .�=—� cO0 20218 00 ° TYPICAL DOUBLE WATER SERVICE rO2 6 TYPICAL SINGLE WATER SERVICE 06/13/ 023 � 00 000000000000000 0oo010 0°0a0d °° °°°°°°°° °°°•° ----- U 8 PROPOSED FIRE HYDRANT O0c0000 � D- IEL 000 0000 00 0 — _0° 00°00000 0° o00 o Oco0c00 000a°°° °°° °°°°°°° °°° � ----- 19 LOT NUMBER CHECKED •00oOOOOO0000000c 20 o 00°000 000 ° M----- o 00o0 oC' o 0 00000000o000o0 000 3 DAVDA. BAILEY P 0000 CATCH BASIN 00 8 DRAWN BY: 0°oo JC / a ° 0O� °0 I I I I coo o 3 °o1.o0c 0 I I I 0 STREET LIGHT Z 0 0o°00011 a0OocQ( CD w CI w w w o CO p )Ooc3 N MO SKY LN - 7 W_ 4 - — _ � — 09 o s J°0° s s s s s S. S. z° ° ° c LLI KEYNOTES _ _____ o0c U°OOO CITY OF MERIDIAN PUBLIC UTILITY EASEMENT CL x x —____ _3_ Z W W 000, O °°° SHEET 3.5 PARKING LOT ASPHALT SECTION. O Q F Ej o 000 0000000 00 I SHEET 3.5 THICKENED EDGE SIDEWALK. W o 00 0000000o000 Q Q° 000000000000000 o 000000000 _ ______ wN n n63.0' o p 0 00000000000 N N N c coo 000000000000 000 o 0 0°0 °o°o°o 00 000 00 00 00 00 00 00 00 00 0 o°o°o° N N N ° °° °°°°°°°°°°° °° SEE DETAILS — & D-2, SHEET 3.5.° HANDICAP PARKING STALL & MID BLOCK RAMP Lj 0 coo 000000000000 000 ocoo 00000000000 00°0Z 000 000000000000 000 V) N N III M M 00000000000 00 IllY °°° 0 °° 1°°M M M M 0 000 00000000°000 000 000 ","'0"0000 °0N MORNIN SKY AVE N MORNING SKY N o°0 °o°o°o 0°0°0°0°0°0°0°0°0°°0°0 °°0°0 - ----- — _ — 0 000 ° 0000000000 000 3 0C 00000 0aa� °00 0o00 00 00 00 000° s s s s s 00 oo 000000 000s LLUJ0 0 Oo0 o° 0000000000 °00 ° °°°°°° °°°°°°°°°°°°°°°°°°°°°°° °°°°°° ----__ °O 00 REFER TO ARCHITECTURAL PLANS FOR BUILDING❑ NOTE: O OOOO 0 O 000 °° °°5 0 0K,00(0 00 00 0 TYPE. BUILDING FOOTPRINTS ARE FOR REFERENCE 00 000 0001 00 oo 00000000000C 000 USE ONLY.o °00o000 00° O 00000 oO 0000000 oo0 000 0000000 00 o 0 0o0o0 00 0 000 000 0 b 000 000 co� 240' oboo P0600 —I1 000 000. — 0 00 00 O O OC C) ———_ Q 00------ N Jo � I � I � )00 oo`� w w w w T w w w wr O PA I I i O R —N TWS 00000a F s sus sus s 1 I I 1 __jI -°o°o � o° IM-- C== F 15 L 12 137 u8 K\ 12 PVC 12 PVC 12 PVC 12 PVC 12 PVC 12 PVC 12 PVC O C 0, � 12 PV Q 30 0 15 30 60 SCALE IN FEET 1»=30> W 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� L °oa 0 101 w` ' ': 0 IL 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 GRADING PLAN LEGEND Q M E El c6 ac V- T EXISTING CONTOUR (1 N . LI N ' INTERVAL) _ _ - " _ 20 0 10 20 40 - 3 w CID •- z � FINISHED GRADE CONTOUR (2.5' INTERVAL) � _ L �2"'71.s� FINISHED GRADE CONTOUR (0.5' INTERVAL) SCALE IN FEET 3 _ _ _ _ _ _ _ _ - - z ."-15.58 TOA FINISHED GRADE TOP OF ASPHALT 1��-2O' = a -------------------------- - - - - - - - - ------------------------------------- ------------------------ -------------- - d----------------------------- - o ___ ______________________-_-�_-_-- _�_- _____--__-_=__ ---______-_____________________________________----------------------- ----- �15.58 TOC FINISHED GRADE TOP OF CONCRETE :! - --------------------- -_____________________________________------ ------------ -= ° ,- -_----_ 71.00 SWLLl = N I 15.58 SW _--- - ------- ----------- P F - _ ____'- _ 70.82 SW Z H FINISHED GRADE AT SIDEWALK ' y----= -------------- ° ----- - - - ------ ----- - ---- ------------------------------- ------ -- _ -- \ ° - ` ° Jam° Li - .o.\ W _ -- _ = _ - - --- ----- _ 70.78 SW 70.71 SW 70.64 SW W U) --15.58 TVC FINISHED GRADE TOP OF VERTICAL CURB a ,•,�,,a ,a •,a a B1 a • H e �,• �j ^ e a - �� - - - �© \ _ WW • °, It, 15.58 VG FINISHED GRADE AT LIP OF VALLEY GUTTER / LOCK ° ° I / , F °a'- _ __ o - ------------ -- ------ A-----------------� �,•, ---------- * 15.58 GRATE FINISHED GRADE AT TOP OF INLET GRATE 1 2571 .5 ° I `�,� // /i -- = L j a 0 p ° M-� fA.-Al �15.58 EG EXISTING GRADE Q I I / 2A2 SW �/ - - - �p I r >p ° ° a ° ° J � PI �I - - - - 9 N B �p g a o ° _ _ I _ 71. 2 TOA - _ _ �15.58 TRC FINISHED GRADE TOP OF ROLLED CURB Q \ r i - _ - - - - d op" To 110, o I •sR , R: IR IRR ° !RR Q - 1 a DIRECTION OF SHEET FLOW i - ° M O I d d Id Id Id d o d 5 71.12 TOA A� 70.11 TOIL /� - \ ` 2701.00 FF BUILDING FINISH FLOOR ELEVATION F ° r f70.88 TOA -� /N o N -a \ PI �- PI PI 72.00 TOC o o: 72.30 TOC 72.00 SW 3 N �° tea° 70.54 TOA ° ° / 72.00 TOC o°o� a �/ ,/�70.29 TOA f, cc KEYNOTES 000q ° --- 72. 50 FF ! _ -5 o + o0 0 0000000 oo �° ® QP7 06/13/2023 ° = O 000000000 00000 ___ 71.11 TOA �o 0 0 0 0 0 0 0 0 0 0 0 70.13 T A I�, --______ , O PERVIOUS CONCRETE AREA #1 - SEE DETAIL D-12, °ood 71 . 83 -aG - - Coo 000000000E 000co r + 202 72.30 TOC ��. 70.59 TOA 00 0 000000o Coo _ 4=_ 4 E_= N� O 000 C00000000; 000 SHEET 3.6. (DRAINAGE AREA #1) o°o i ❑i I 70.76 TOA � � � tip° I / -J ° 00 o 0000000 1 0008Oq _ [_= r-- c 5 - 3 0 000 ' 00000000 -. 00000 ---- / F=_ �__ O Z' OF P O PERVIOUS CONCRETE AREA #2 - SEE DETAIL D-12, o o� ° 1 / 3 � a o 0 0 0 0 0 0 0 0 0 o 0 0 �� L�_ 3 71 2 0 F F � G SHEET 3.6. DRAINAGE AREA 2 o o q / 21 d y B. D ( # ) 000 00000000 00000 -- - / '9 VN 000 / I o0 0 0000000 Coo 20 H W HW / 3 000 000oCoCo 000 0 000 _�% ---J ° � 00 0 00000° ° , Coo ---- - 19 3O INFILTRATION SWALE #3 - SEE DETAIL D-11, SHEET 3.6. 1 0 0 ° o _ C o o o o o o o o o o 0 0 0 c o 70. 53 D G 00 / 2 TOC 71,00 SW 3 ° o0 0 0000000 ;. coo 69. TOA //ry oCHECKED BY: (DRAINAGE AREA #3) o o o U coo 0 0 0 0 0 0 0 00000 1; ° DAVID A. BAILEY P.E. 004 / oo 0 0000000 Coo 69. 4 TOA 4 9 ® INFILTRATION SWALE #4 - SEE DETAIL D-11, SHEET 3.6. I C o c / Cn o o '+ O o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 - - I - DRAWN BY: (DRAINAGE AREA #4) I 000 Q 4 s�,�0 00 o o �. - 69.55 TOA JBD OCB #5A W/ 1' SUMP PER ISPWC SD-603. SEE STORM I C� 72.26 ITOC ° ° 3 Q `lh ° ° °o ° a 3 69.74 TO� a DRAINAGE PROFILE SHEET 3.4. DRAINAGE AREA 5A o o d 71 . 28 FF 69.62 ( # ) z o (QP50=1.32 cfs, QP25=1.12 cfs) 9 0 0 0 -z:o% - ° - ° o t t - I I -� �� t- � z --� C °� W �° 0 f 70 61 DG O 69.40T0� 000 ❑1 C �955 /� o w OOC J 3 ° O 0 7�• III 0 © CB #56 W/ 1' SUMP PER ISPWC SD-603. SEE STORM 0 C 0 1 ° o / 25 0 �69.8�4 TOA 70.07 TOA /DRAINAGE PROFILE SHEET 3.4. (DRAINAGE AREA #5B) o aTOA 69.76 TOA w o (QP50=1.06 cfs, QP25=0.90 cfs) o 0 0 69.72 TOA / Q o z 0 o cII 72.30 ITOC ° ° �' 69.61 TOA 69.26 TO 000 a Q ---J O ° ° 0 0 "' " w w w w w w w w w w w V 3 69�60 TOA CB 5D W 1' SUMP PER ISPWC SD-603, SEE STORM 0 C 0 3 I o \� �^ ^a 10 Io = z z O # / C 0 ___� 70.30 SW_1 0 69.33 TOA _ I _ I _ �� N I N G SK Yip 9•�J ° ¢ 0 0 DRAINAGE PROFILE SHEET 3.4. (DRAINAGE AREA #5D) 0 C :1 (� o 0 69.10 TOA - - - - - - ` - (QP50=0.84 cfs, QP25=0.71 cfs) 000 °a ° o N. 5 S o off- 2S 1 0 2 z z U O \� 69. TOA a a 69 J \ 00 0� 2 I O' ° ° \�N. i� s8.75 TOA ��° �o j�N �5 5 5�-s / S 5 l s ° 5 O g 8 SG TRAP 5W - SEE DETAIL I SHEET 3.6. 0 t LLB - 3 4j1 C i'. !� 69. 1 TOA �s� o / 40 TRC 4__ Aft 69.40 TOA a o 0 0 0 # o o °d U 72.30 TOC ° o /A° / 5 �a a ---v v W U U o .61 c� 69.10 TRC M N U a a 09 SG TRAP 5E - SEE DETAIL D-8, SHEET 3.6. C C = �° - w # p N M M -- -r-s 69.38 c4 c4 c4 0 0 0 3 1 69.67 SW 69.18 TOA - 0 0 0 ® VERTICAL SAND FILTER #5 - SEE DETAIL SHEET 3.7. o°oo0 Q - 70.00 S ❑ ° 1 0 �� N� 69.34 T A 3 CB� 5D / 9 N � 2' S R-35 ®0.3090 W �' 72.00 TOC 0 0 01 } 5 69.52 TOA ° a / 6 75 TOA D I N N 0 0 o i �' I 1N 1 I I 1 .61 I TOA 1 �' Z 0 1© CB #6A (DRAINAGE AREA #6A) C C 72.00 TOC a 72.05 TOC 1 3 79 G9'20 C 23 / 35 W o yo (QP50=0.50 cfs, QP25=0.42 cfs) _--_ 69.01 TOA PI PI PI PI O 0 v ° ❑ � Z I 69.161TOA 's 3 5% I „ I 00 000 ooC000 00000 000 35- 12 SDR-35 ®0.27% o 000 ; 000~ o o 000' 0 0 © CB #6B (DRAINAGE AREA #6B) 2571 .5 �\ �`� �� '� c0 c�(QP50=0.12 cfs, QP25=0.10 cfs) I o0 000 .00000 000000 0 s Ni ss s ss.71 tons N O Ooo 0000g000000000 0 _ 3 9.201TOA° I ' ° o 000 00000000000 000 69.361TOA o 000 0000 00000000000 © CB #6C (DRAINAGE AREA #6C) ° ,,nn (QP50=0.24 cfs, QP25=0.20 cfs) 71.83 TOC .15 TOC 2570.5 570•Q I ° ° 3 o 0 0 0 0 o 0 0 o b o 0 0 0 0 0 0 0 0 0 ° 2 ° ° ° 1 24 °° 000go0o0o °° °° ° ° n,34 2570.0 Oki oo .} 000000000000 Coo # I N I ° a o 000 000P0o0o00O0O000 CATCH BASINS 6A, 6B & 6C SHALL BE 30' PRECAST - - - - 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 MANHOLES W/ 12" SUMP, TRAFFIC RATED CAST IRON RING U ° ° I °° 1 + I 69.57 - 7 1 . 0 0 F F �o /o 0 0 0 0 0 0 0 0 0 0 0 0 71 . 23 F F 0 0 0 00 3 ------ - 00 o�oc •Co 000000o0o 00C & GRATE. SEE PROFILES SHEET 3.8. - . . - . . - . . - . . - . . -2569.0_ . . °} _- o 0 0 00000000000 0000 - - -I ---� a o0 OOO O o000000000 000 70. 56 DG ® VERTICAL SAND FILTER 6 - SEE DETAIL SHEETS 3.7 & 3.8. M M �r I � 69.47 TOA ' " � ° I o 0 o cA 090 0 0 0 0 0 0 0 0T,0 0 0-0 0 ° # M M M M M M M I I 0 OO � op/ 000 °O °OO V O coo O OO-fJ 60000000000 Coo © I M RNI S Y AVE 6 .41 TRC - � IV Q-RNI � SKY_ AI ° 25 00 ooO ., o0000000000 000 33 INFILTRATION SWALE #7 - SEE DETAIL D-11, SHEET 3.6. 6 .20 TOA 69.3 I `i A s9.59 TOA ° 0 0 0 0 :. 0 0 0 0 0 0 0 0 0 0 0 0 o O o o o_ _ SEE SHEET 4.1 FOR WAFTING & 3 0 - - - -yam 695 - b a o0 000 ; 000000000000 00o ❑a 9.41 TRC �j , `1 II °I o 000 00 000000 0000 ® CONSTRUCT 7' WIDE SIDEWALK (ACHD SD-709) & 6" CROSSWIND PLAN & PROFILE. - - - + 69.40 TOA '�\ ° 2 �� \ "I '^ __ 9_888 TR --- o 0 C o C O O o o 000 O o 0 0 0 0 0 VERTICAL CURB (ACHD SD-701) ACROSS CLOSED �' I`� ° i V ! �7 o 'coo 0 0 0 0 0 0 o I s s g 5 69.72 TOA �� I --- -- ° --- oo 000 ' Oo coo 01C0000 '000 ACCESS. SEE SHEET 3.1. I ^ T N } 00 000 `' 00 000Co0o 000 JUNCTION STRUCTURES SHALL BE 30" PRECAST � � ° 0 coo 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 ❑a �° ° ^ a 0 0 0 0 0 = 0 0 0 0 O 0 O 0 O o 0 0 0 0 0 MANHOLES STRUCTURES 12" SUMP, STANDARD FRAME & COVER O I °° L C o 0 0 o 0 0 0 C o 0 o o o o Coo 0 32 0 PER ISPWC SD-617. B ° 1 oo 00 „ o0 0 0 000�0C 000° 3 I 6992 TOA J TRC ---JI o0 00 0 � 0 000 000 --- o 00 ,; o 0000000 000 - � a a 000000 000000000o0o 000 71.8 C 71. TOC ----- T-- --- o 000 �. o0000000000 000 2570.5 co ---- --T--- -- I o0 coo ` 00000000000o 000 O C o 0 0 0 0 0 0 o C o o N a 1 I -i.8q a 000000 o0 00 00000 000 3 3z ° a o coo 00 0 00000 000 _ 71.27 TOC 7127 TOC 2571.5 I 4 �� ° 000 000 ° 00 000 0Oro 31 ° _ 1 I 6 .6�FaTf3 0 CIO o o�0 0 0 0 --- ° 70. 25 FF I 000 00 00 °°0 °O C ° ° 69.71 TOA ---- �- ---� ° o 0 0 0 000 71.571TOC I - L--- _ --- -- o 000 00 0 oocoo 000 II 000. 3 3 �° 0000,:. o0 00 00000 000 y -2.0% 4 69 . 58 DG --- _ 0 0 0` - 68.96 SW SW \ s 6 .5� T92 Q ° PI GRADING NOTES AND VOLUMES: 2 II o 01 -20% ° 3 00 - / 2 \�� I �,`.� ; a U 69.93 70.1411 To Coc 1L$7 TOC ° -I �� I -JI 69.73 TOA a 1 0 69.35 TOA STRIP VOLUME 4" = t2,536 c CUT II o 0 0� _ - ° \69.51 TOA �. I --- J -- ° y U o 0 0 68.87 SW � - / ROAD EXCAVATION TO PARKING/ROADWAY SUBGRADE Coo: a I A. N 0 TOA 1 CUT TO SUBGRADE= t1,937 cy II �o o Oy -- -- r- �`s9 I 9 6TTO� 69.951 _ FILL TO SUBGRADE = ±499 cy 0 0 0 0 Y 000d 71.57 TOC 3 9• CIO 0 0 �- 68.84 $W w w w w 2569.5 ww w w w w_25�w w 0 NET = t1,438 c CUT I o 0 o \a, I j 2 0 + N N a 5 oo. i 1 ° Il\ NET EXCAVATE UTILITIES & INFILTRATION I o 0 0 5 -- 3 °69.31 6 .15 TOA _ - _ _ - - - _ TWI STER � LENSES = t1,525 cy CUT II o 0 0 �_-- 1 09 _ ° ° 71 . 10 DG � ° - --- -- �`° JUNCTION W1 6 0 CUT/FILL TO FINAL GRADE ON LOTS FROM I a I I 1 �--- S s 5 5 S 5 S S S N s STRIPPED SURFACE oCo Ct r�� I ° ❑ I \ 85 TOA 5 2569• 69.16 TOA / L q I 0 s9.33 TOA / 68.95 TOA CUT TO FIG = ±440 cy II o 0 0 z.o% 71.57 i TOC " " , - SEE SHEET 4.1 FOR WAFTING & 4 ° 6�° o -• -�� FILL TO FG = t4,145 cy 71.03 TOC 11 1000, - - CROSSWIND PLAN & PROFILE. \ o7-1 CB 5A ss.15 c NET = t3,705 cy FILL C 0 71.27 TO _ 2571----- ° q ° ° ° 68.48 � - I --69.51 TO I 69.50 TRC ° °1 NET EXPORT = t1,794 cy CUT II 2570.5 I -- �s9. 4 TOA °1 ° °; ° d - �, 69.12 TRC ALL CALCULATIONS ARE RAW VOLUMES BASED ON ROAD AND FINAL SURFACE I N L ° „ ° 1 1I ° 1 0,• a a 12 SDR9- 5 00.28% MODELS DEPICTED ON THIS GRADING PLAN. THESE NUMBERS MAY VARY DUE TO ° t ° 68.77 SW 5 I h�O ACTUAL SOIL COMPACTION AND SOIL SHRINKAGE. - - 2568.5 _ - - 1 ° / 2566.5. ' N ° I- 169.71 T6A 7 0. 9 4 F F 8 ®0.4 _ 0 --- -� - 7 0. 2 7 D G � 8 I 9 f69.6 0 I U � i o �' I � . . ° 6 I c) 2566.5 - I q A9 Plans Are Accepted For Public o------------- - . - -- -- - J 2569.5 L -_ ___a__ 25�0.0 2570.0 ~ 3 69.90 TOA - . - - . . - - . - - . . - . . _ Q Street Construction I ° U - _ _ _ c 69.88 TOA 0 253 2568.0 2568.0 DATE: PI PI PI PI PI PI PI P PI 2569.0 I, By stamping and signing the improvement plans, the Registered - - - - - - PI PI PI P P PI PI PI I PI PI PI PI- Engineer ensures the District that the plans conform to all District - - - - 09-20-2022 policies and standards. Variances or waivers must be specifical- / 3 2 00 0 68.43 ROD �� / 68.48 1 PROJECT: and previously approved b the District in writing. Acceptance _ / 67.94 BOD 67.90 BOD 67.91 BOD C2020-018 Y P Y PP Y 9 P _ 68.94 BOD 3 of the improvement plans by the District does not relieve the V 69.8 169.2 FG PVC 12 Pva + Pvc 12 Pvc ® I 69.7 1 o [69.8 EG] [69.2 EG] 69.2 FG SHEET Registered Engineer of these responsibilities. � � I I I 1 1 1 \ © O 70.2 BY DATE: I 1 [69.7 EG] [0.2 F G] [69.2 EG] 69.2 FG [69.2 EG] ADA COUNTY HIGHWAY DISTRICT I 1 1 1 1 1 3o3 _INDER RD. _ r R I c.� o GRADING PLAN LEGEND , _ _ 1n . - - _ _ I = oco \ i I KEYNOTES Q .. 0 � EXISTING CONTOUR (1 INTERVAL) - \ V O FINISHED GRADE CONTOUR 2.5' INTERVAL � - - - - CB #5C W/ 1' SUMP PER ISPWC SD-603. SEE STORM � N ; ( ) - DRAINAGE PROFILE SHEET 3.4. (DRAINAGE AREA 5C) _ z w m FINISHED GRADE CONTOUR 0.5' INTERVAL w � � / �\ I (OP50-1.14 cfs, OP25-0.96 cfs) ■i Z � S ( ) INFILTRATION SWALE #8 - SEE DETAIL D-11, SHEET 3.6. Z �15.58 TOA FINISHED GRADE TOP OF ASPHALT = 70.56 SW - - / I (DRAINAGE AREA #8) QJ k"-15.58 TOC FINISHED GRADE TOP OF CONCRETE __-- __- -_____�,__�_ - _ _ __-1 / I Q3 INFILTRATION POND #9 - SEE DETAIL D-10, SHEET 3.6. ■'� a -------- _________ ---_ - ------------------ / o o T\ (DRAINAGE AREA #9) _ ('f c� O a / I / \ Z w �15.58 SW FINISHED GRADE AT SIDEWALK = _ _ � r- - H �15.58 TVC FINISHED GRADE TOP OF VERTICAL CURB (, -- - -----_----__--- _ ---_i I/ \ ® USTICK SIDEWALK TO BE WIDENED TO 10' WIDE PER -- --O -- -- -- ��/� y ��o\ \ : ACHD SD-709. W W w �15.58 VG FINISHED GRADE AT LIP OF VALLEY GUTTER ° \� / I \ Z w ♦ `` / ■ FINISHED GRADE AT TOP OF INLET GRATE �15.58 GRATE ---- --- _ -- l ♦J;I//I�I 4I I\/��I♦ IIII I�i IIIII I h 1��I�Ii IIiifI I i�'❑II I � I` I II;II I'I'�®1I1I1I1II I1I I I I1; aII II II IiIII,I�IIl III II1Ii�IIIIn i II I C1 II lII II1 IrIIuy 1I IIIl Il�IiIIIIII Il 1l l I IIIIi\iIiIII iI 1lI i Iii Ii iiI"IIiIII t lkIIIeI t \��\ /I I IIII II 'IIIIII III II I I Io rI oI I I I// / / / / / / / / \I .\o / UI DR �\�Bpzw0o_UaIIO Y N�B:Q00_va MIIA N. LD� VUF �3 `_Q % �) IR IR _ IR IRR IRR IRR IR Z w/ W 20 1 20 40 \ F oQo-15.58 EG EXISTING GRADE J co 5u uj w(. 'I-PI 'I-�15.58 TRC FINISHED GRADE TOP OF ROLLED CURB SCALE IN FEET DIRECTION OF SHEET FLOW -2 70.79 TOA 70.79 TOA-1 2701.00 FF BUILDING FINISH FLOOR ELEVATION c)- oll r_ I 71.35 SW 3.35 TOA 57075 06/13/202257 572 20218 OA O OF EXISTING GRADE70.09 TOA 71.4d SW y 69.92257 2570- ------ --- - --- CHECKED BY: DAVID A. BAILEY P.E.- --- - - ----- -- - --- A JBD70.28 TOA III 69i46 TOA � ___ ___ 256 2568 72. 00 FF 2°r 71.63 SW W W W 69.66 I 71 . 33 D G o 8 LF 8 wo77 LF 12" 46 p 0 zSDR-35 ® 0 s 70.12 TOA 256 2566 1 ' N Q 77F7 a JUNCTION 1 71.81 sw ISTA:2+78.5 6 5 -F RIM:2569.07 aSTA:369.70 = SUMP:2564. 2 CB 5C- -- Ww 2564 N I") I")256 STA.2+00.00 SUMP•2 65.47 s9.51 c N N NINV IN:256606 8 S NNN 69.9sDARIM:2568.76 I OUT:2566.4 SUMP•2 INV OUT:255.72 12"E .sTRc to co N�--- INV OUT:256 .94 12 S ,Jjj V) N . IT-- -- ° I Wz 0 0 256 562 o 3 C N 4 -- ___ -- O --- 256 2560 C*N 71.72 TOC 7¢.03 TRC0 EST SD PROFIL H0R 20' L--- �------ 69.57 TOA --- VER: 1 2 o 255 58 +80 2+00 2+20 2+40 2+60 2+80 3+00 3+20 3+40 3+60 3+80 4+00 4 c� 83 TR /I--- -6L9.--- 6 .23 TOA -°o �� IL s c - ----- ji/ a -- N� 257 572 - ------ 09.5 tRC EXISTING GRADE 257 -- ---69.48 TOA11.0 -W W cA FINAL GRADE 256 568 69.22 TRC TRC 78 L 12" 115 L 12" RnF? 566 - 1 o 256 Ll JUNCTION 1 STA:2+796 CB 5C 70. 70 F RIM:2569.3 ST :3+96.80 256 CB 5D 2564 D12 70. 03 D G STA:2+00.00 INV IN:256 .60 12"N SUM :2564.95 RIM•2568.84 INV IN:256 .60 12"S NV : .SUMP•2564.81 INV OUT:2 65.60 12"W W INV OUT:256 .81 12"S 256 2562 n PI P pi- I 67.97 BOD 69.76 BOD 0 12 PVC -12 P," 12 PVC 12 PV DATE:9. I 69.6 FIG256 2560Q [69 E ] 09-20-2022[6 . / I PROJECT: EAST SD PROFILE C2020-018 �f / - I SHEET HOR. -20 III I I VER: 1 "=2' �// III 1 255 2558 +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 / a i ��, ��,° I i HANDICAPPED V o PARKING SIGN = C co SIDEWALK (VAN SIGN AT cc ._ VAN STALLS) _ z I-6"�I Vcl Q = C3 w 9'-0" .� Z cl Z Ll SL. Z SL. 1: 14 MENEM = a xj 1/2„ R. 67» FULL BOND WITH REZI- ° N 9'—O" 9'-O" \_ PAVEMENT WELD DAN EPDXY IN 1" R. CONCRETE j 9' ACCORDANCE WITH THE W SEE D-7 MANUFACTURERS v SPECI- FICATIONS. v ° ° �O ASPHALT MAT W `4 �8„� W w 9 -0 SIDEWALK �' Mp �' w 9'-0" WIDE MIN. AT VAN CUR NOTES: llllllllllTlMENEM ACCESSIBLE STALL SEE e A. GRADE AND ALIGNMENT TO BE ESTABLISHED OR -III III=I SIDEWALK �Sc.� ��Spw BY THE ENGINEER AND THE PUBLIC AGENCY NATURAL III-ITI Z w ;D- SITE FOR DIMENSIONS o (D-5) �_ S� HAVING JURISDICTION. EARTH -111111 B GRAVEL W o 1 =I xJ cn - i� o MPS' 2�) B. CONTINUOUS PLACEMENT PREFERRED, SCORE illl ? uj J ASPHALT (D-7) 0000000002�-� INTERVALS MINIMUM EIGHT FEET. 6» EXTRUDED CURB DETAIL V W 0 0 0 0 0 \� 0000-000001 14:1 MAX C. MATERIALS AND CONSTRUCTION IN -NTS- NOTE: DETECTABLE WARNING COMPLIANCE WITH ISPWC SPECIFICATIONS. SIGN VERBIAGE AND L r ACHD SD-712 24» DEEP D. BACKFILLS AS PER ISPWC SECTION 706. �\ MIN. FULL WIDTH OFSTRIPE S�pNAL COMPLY WITHSTATE a �C,ENSFNC��` SIDEWALK LANDING. S O � CONSTRUCTION PUBLIC RIGHT OF WAY. O AND/OR FEDERAL HANDICAP RAMP DETAIL Q� REGULATIONS. NOTE: CROSS SLOPE SHALL NOT EXCEED 6" VERTICAL CURB NO 06/13/2023 2.00% AT ANY SIDEWALK, HANDICAP -N TS- 20218 4" PAINTED PARKING OR OTHER ACCESSIBLE ROUTE - GUTTER 0)��6�P� THERE IS NO TOLERANCE ALLOWED ABOVE NOT TO SCALE v0 TF OF \� P TYP STRIPE, 2.00% H v S. D �G 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 P/L 4» OF 3/4» MINUS CRUSHED 24'-0" TOOLED JOINT AGGREGATE 8" THICK CONCRETE 1 " BATTER RIBBON CURB (1.0' WIDE) z F/-�6" - 3 4" MINUS CRUSHED GRAVEL9» OF 6» MINUS PIT RUN (PARKING)� 1.75� f.25% SLOPE C° °0XTEND GRAVEL AND PIT o x x �x x x x xxx xxpxxxxxx xpxx x xp xx x xp x xxxx x Pxxxxx x f 1% MIN - 4% MAX ooa �o x xx x x x ■x x x x xxx x p x� x xx v x t x ASPHALT PAVEMENT RUN 6" PAST CURB. (TYP.) 0 „� �0088 �� o � x«o xx xx x x SLOPE PER P _ o�� x xxx LAN xx x C'Sx EXTEND GRAVEL 2 1/2" ASPHALT PAVEMENT a x x x x PARKING LOT AND PIT RUN 6" o N 2" OF 3 4" MINUS x x PAST CURB. (TYP.) 0 CRUSHED GRAVEL 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 0 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 D-4 THICKENED EDGE SIDEWALK DETAIL D-5 TYPICAL PARKING LOT SECTION D-6 PRIVATE DRIVE SECTION 0 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. in 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. D-7 STRUCTURAL FILL NOTES/DETAIL DATE: 09-20-2022 PROJECT: C2020-018 SHEET • ' M E CLEANOUT LID TO BE FLUSH D WITH LANDSCAPE OR MENEM co a) ASPHALT/CONCRETE Oct TABLE OF SAND AND GREASE _ PROVIDE GRADE RINGS TRAP DIMENSIONS = C3 W AS NEEDED 12" MAX 'i Z ~ 0 INV. IN. TOP OF W Z TOP OF STRUCTURE DESCRIPTION BAFFLE INV. OUT INV. OUT STRUCTURE TO BY PRECAST SUPPLIER BYPASS NOTES: HAVE HS 25 TRAFFIC _ RATED TOP. 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 �4" 0 BAR-FRAME WITH APPROVAL FROM OWNER. W U) S&G TRAP #6 2565.55 2565.45 2564.70 N/A * OR CPEP SMOOTH INTERIOR Z w BAFFLE w . SPACING � 5 �� W a OF BAFFLE BOTTOMENV �N SEE PROFILE VIEW FOR FINISHED GRADES AT SG TRAPS. Z � co00 � o J cn - �� 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 WITH V GALVANIZED OR NON-CORROSIVE BOLTS PRIVATE (PER ISPWC SD-624) AND NUTS. ON AL FN -NTS- TRASH RACK DETAIL �o�``c'��EN NTS- SFa 06/13/2023 20218 D-8 PRIVATE SAND AND GREASE TRAP DETAIL D-9 TRASH RACK DETAIL "o �, F o� P B. Dv�G 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. TO 95% REQUIRED (PER RIP RAP AT PIPED 10'~ MAX WATER INLET(S) I o I DRAWN BY: AASHTO T180). N DEPTH = 1'-8" I 8._0" I I 6,_0" I _-III 12" 8" w -I 3H:1V SIDE SLOPES -I - 1V 3N'�v 1V 3N'�v in �- _I I BIORETENTION SOIL MIX SPECIFICATIONS = Z - ' 60% SAND 00- - I- SEE DRAINAGE - _I 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 _ _ z CAPACITY -� -III- 20% COMPOST =____ 0.1% MIN TO BSM LENS SAND LENS7--: - CAPACITY SAND LENS ENTIRE BOTTOM CONTT. BSM LENS - - INFORMATION. - INFORMATION. za -I ES IS BSM LENS =III- NOTE: BSM MUST BE IN CONFORMANCE PER SPECIFICATION _ CREATE POSITIVE SLOPE OF _____ CREATE POSITIVE _____ w WITH BOISE CITY STORMWATER DESIGN w z _I - THIS SHEET -_-_- SEE DRAINAGE 0.1% MIN TO BSM LENS SLOPE OF BSM MIN ____- z MANUAL, APPENDIX C. MIN. 3' SEPARATION ---- CALCULATIONS FOR CONTT. BSM LENS TO BSM LENS -_ -_ CONTT. BSM LENS o rr�f m ' I FROM SEASONAL HIGH EXCAVATE TO - _____ CAPACITY _ __-_- _ ----- ao G W NOTE: BSM HAS INFILTRATION RATE OF INFILTRATING LAYER AS INFORMATION. - - - PER SPECIFICATION -_-_- PER SPECIFICATION q v 5 IN/HR [4 IN/HR RECOMMENDED IN - - _ THIS SHEET _-_-_ THIS SHEET U a SHOWN IN PLAN VIEW _ _ _ _ w GEOTECHNICAL REPORT]...NATIVE - _-_-_ _-_-_ o MATERIAL ACTS AS LIMITING LAYER; SHEETS 3.3-3.4. -_-__ 1 EXCAVATE TO -_-_- EXCAVATE TO N 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 ui r- VARIES, IN DRAINAGE CALCULATIONS. g a EXTEND 12" MIN INTO INFILTRATING CRUSHED GRAVEL z SHEETS 3.3-3.4. SHEETS 3.3-3.4. N o N LAYER WHERE LENS IS SPECIFIED. BACKFILL W/ 24" z z p p - c� BACKFILL WITH REJECT BACKFILL WITH REJECT REJECT SAND, -3/4" CRUSHED GRAVEL, CLEAN p z_ SAND, BSM OR -3/4" p z_ SAND, BSM OR -3/4" wo: 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 i�J z z 9 EDGE OF BUILDING FOUNDATION. CONTINIOUS BELOW 0 24" p 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. �m 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 ENGNEER MAY REULT IN WITNESS EXCAVATIONS TO THEICO TRACTOR.SREFER TO GIEIOT CHNCALS TO FREE-DRAINING MATERIAL. PROVIDE TYPICAL SECTION CAPACITY W BSM CAPACITY W BSM INFORMATION. < 0 REPORT BY ALLWEST, DATED 02/22/2021. 24 HOURS MINIMUM NOTICE FOR NOT TO SCALE SECTION INFORMATION. SECTION oBSERVATION(s). NOT TO SCALE NOT TO SCALE PRIVATE INFILTRATION BASIN I . SECTION LL.I -NTS- INFILTRATION SWALE DESIGN TABLE 0 WIDTH DEPTH V50 CAPACITY INFILTRATION POND DESIGN TABLE DESCRIPTION (CU ft) (CU ft) AREA (sf) 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 (sf) 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 0 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. -V . . . CRUSHED GRAVEL - IN-PLACE PAVEMENT RESULTS FROM PREVIOUS WORK, PREFERABLY WITHIN THE PREVIOUS 12 MONTHS. VVVV ' 0 4. GROUNDWATER IS ANTICIPATED AT SHALLOW DEPTHS ACROSS THE SITE. IF GROUNDWATER IS ENCOUNTERED HIGHER TOP OF STORAGE o+ +o+ + o + +o+ +o o+ +o+ + o + +o+ +o o+ +o+ + o + +o MINUS EVALUATION - IF PREVIOUS SE IOUS WORK EXAMPLES S A2 PONDS PROVIDE MINIMUM CLEARANCE NOT ACCEPTABLE TO ENGINEER, CONTRACTOR SHALL PROVIDE TEST PANELS AND DI THE THE TRACTOR SHALL N NOTIFY THE ENGINEER ND BOTTOM OF T FAC FOR REDESIGN OF PIT RUN UNTIMELY Ov�Ov�Ov�Ov Ov Ov Ov Ov Ov Ov Ov Ov Ova �� - TRANSPORTATION, PLACEMENT AND FINISHING PLAN, INCLUDING PERSONNEL AND EQUIPMENT REQUIRED. NOTIFICATION OF THE ENGINEER MAY RESULT IN ADDITIONAL COSTS TO THE CONTRACTOR. REFER TO GEOTECHNICAL 3. TWO CORES SHALL BE REMOVED FROM EACH DRAINAGE AREA PANEL DEFINED ON THE MAP. THE RESULTS OF THE TESTS REPORT PREPARED BY ALLWEST, DATED 02/22/2021. w 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 o _j 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. iLl 2" CLEAN DRAIN ROCK \/ 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 � 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 n �� / CARPORT FOOTINGS. 7. NO BEDROCK HAS BEEN ENCOUNTERED IN ANY EXCAVATIONS ON THE SITE. vovwwwwwwwww� \\ ROAD MIX 6. INSPECTIONS AND FINAL ACCEPTANCE OF PERVIOUS CONCRETE CONSTRUCTION SHALL BE BY BAILEY ENGINEERING, INC. 8. DEPTH TO INFILTRATING MATERIALS WILL VARY ACROSS SITE. WRAP SIDES ONLY WITH ��cSLjoUvUvUvUvUvUvUvUvUvUv \ 0 30 MIL HDPE LINER c-��0 O O O O O O O O O O O �"l /��o�o�o�o�o�o�o�o�o�o�o WRAP SIDES AND BOTTOM l!TABLE OF PERVIOUS CONCRETE DRAINAGE FACILITY DIMENSIONS � /) Ly BOTTOM OF STORAGE OF ROCK WITH 18" MIN C-33 30 MIL HDPE LINER DIMENSIONS OF PERVIOUS CONCRETE DIMENSIONS OF STORAGE BED z SAND FILTER DATE: LENGTH WIDTH LOWEST PERVIOUS TOP OF VOID DESIGN DEPTH LENGTH WIDTH BOTTOM OF VOID BOTTOM OF MAX HIGH V100 CAPACITY 07-25-2022 N BOTTOM OF SAND DESCRIPTION (FT) (FT) CONC. ELEV. STORAGE ELEV. (FT) (FT) (FT) STORAGE ELEV. SAND ELEV. GW ELEV. (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 _M 1 w w V mo o ° m _ � 9E2 Q � cl 1100 1 .9 O m 1 0 � oJDm O R - >, w mm � 0 F q t3 wco ><Q J � m �' o R L NON-WOVEN FILTER FABRIC O J > w = g (ISPWC SECTION 2050.2.3.A. m o ry w .- a OVERLAP 1' MIN. TOP AND Z o w = a SIDES ONLY. �' ° o = Z w Lo m 18" WIDE ASTM C33 FILTER SAND s � W U) 4 Ww MENEMZ ww IMME III=1 =1 III=1 =1 =1 =1 =1 =1 =1 =1 =1 =1 =1 =1 =1 =1 =1 =1 F5 =1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I III=1 I I=1 I I=1 I I=1 I I=1 I I 180. � W a III-1 -1 III-1 -1 I-III-1 -1 -1 -1 -1 -1 III-III-1 -I 1=1 5 EA. 3/8" DIA. 8 EA. 3/8" DIA. _j c - -I W2-I PERFORATIONS IN EACH PERFORATIONS IN EACH 5 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 - Q SEE PERFORATION CORRUGATED PIPE. CORRUGATED PIPE. V w 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 w CLEAN 1.5"-2 o �S�pNAL FNG o o DRAIN7_7 K �� G E N SF� �0 0 0 0 0 0 o 0 0 � � � � 06/13/2023 � o 0 1% o f 1% 257 2574 02 0 2180 STA:2 00.00= SGT P W �N B. 0 MONITORING WELL STA:2 10.62 O� F of \ GP PER ISPWC SGT 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. SCHEDULE BELOW. BOTTOM OF ROCK AND 257 INV I :2565.55 12 SUMP: 563.70 2572 DAVDCHECA.E BAILEY•P.E. ALONG OUTSIDE EDGES INV I :2564.70 18"E EXISTING GRADE INV IN: 565.55 12" DRAWN BY: WOVEN GEOTEXTILE FABRIC OF ROCK. LINER SHALL 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+ 4.10 FINAL GRAD ELEV: 2568.20 (18" MIN COVER) "256 2568 TYPICAL PRIVATE VERTICAL SAND FILTER SECTION SDR-35 0 0.62% -NTS- o 0 0 0 0 0 0w-,Q/ 4 LF 12" z SDR-35 ® 1.43% FNOTE:1. NOT USED. JUNCTION E1 n 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 o RIM:2569.30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 UNTIMELY NOTIFICATION OF THE ENGINEER MAY RESULT IN ADDITIONAL COSTS TO THE CONTRACTOR. NO BEDROCK WAS ENCOUNTERED IN ANY OF SUMP:2564.E O Lw THE TEST PITS. REFER TO GEOTECHNICAL REPORT PREPARED BY ALLWEST, DATED 02/22/2021. o 0 0D, 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o INV IN:2565. 0 1219N N o 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 o INV IN:2565. 0 12"S w o 0:: z 4. CONTRACTOR TO HAVE PERCOLATION TEST PERFORMED BY SOILS ENGINEER AFTER SEEPAGE TRENCH IS FULLY EXCAVATED. GEOTECHNICAL 256 as INV OUT:256 .60 12"W 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+24..2010 5. EXCAVATION OF TRENCH IS TO OCCUR WITH A QUALIFIED GEOTECHNICAL ENGINEER AND/OR PROJECT ENGINEER ON-SITE. ELEV. 254 256 2562 CENTRAL VERTICAL SAND LENS 2-Y PROFI E 0 20 0 10 20 4o H R: 1 "= 0' o SCALE IN FEET 256 ER: 1 60 W 1"=20' +60 1 +80 2+00 2+20 2+40 2+60 2+80 3+00 3+20 3+40 3+ R60 3+ 12" SDR- 5 01.43% I o 18" PERF PIPE OO. O% F 1 -900 00.6 % SEE PERFORATION S HEDULE Tull SHEET- _ - 257 2574 ° SG W P Ej �Ej V Tn N s ° ° JUNCTION W2 CTI 1 ° PI PI PI PI PI PI °SGPI T� \P E A:2+37.47 0 0 0 0 0 0 0 0'�0 0 0 0 0 0 0 0 0 o 257 UNCTION E2 SCrA TRAP E �00 0 � 00°0°0 0°0°0°0°o o°o°o°o°o°o°o° o°o°o°� N -E1-- A:3+59.72 R M•2569.40 2572 UMP:2564.47 RIM:2569.47 EXISTING GRADE 0 o O " S MP:2563.70 I N 0o a°o 00000°0000080800 00°0°00o8o°j0o�poo°o°00 S TRAP W INV IN:2565.4 12 N� S MP:2564.47 Z °° °�° °°°°°°°°°°°°°000 °°°°°°°°°�°°°°°°°°°°°°° ST •2+10.62 I V IN:2565.5 12"E --- ---- o 0 0 0 0 0 o 0 0 0 0 �- o o" o 0 0 0 0 -- -- -- INV OUT:2565. 7 12 E " ° °0° ° ° °�°�°�° Z RI :2569.84 INV IN:2 65.47 12 W I V OUT:2564. 0 18"W �--�-� I- INV IN:2 65.47 12"N Q 12 SD 35`° ® °o o° o°o° _0°0°0°0°0°0°0 0�0°0°0 0°0°0 0°0° Z 257 SUM :2563.70 I V OUT:2565. 5 12"S 2570 O o 0 0 0 0 0 0 0 0 �o 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 --- - - - - - - - - - - - o0 000 00°0 000 D6J 0000o0o0a�o0o00000000 /'1 _ - - -- --- - - 0 °o°Ro ° �0 ° ° ° ° ° °a°�°o°o° ° 3 00 V J INV IN:256 .70 18"E 0 0 0 0 00 0 0 0 0 0 0 0 0 0 0 0o° 0 0 °o 0000oDo°o 000OOOOO0000o0000000Z°O -- II V OUT:2565.55 12"S O o 0 oO O O O O O O O O O O O O O - ��j/��l Q 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 " J�T\ 3 ®0.2 - A: 2+52.93 FINAL GRADE 0 0 0 0 0 0 0 0 0 0 0 0 0 000000000 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 cfl o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o 2568.20 18" MIN COVER) O O O O O O 0�O O O O O O O O O O O O O O 0 O a 0 O O O O O O O 0 0 O O O O O O 0 0 O 0 O O O O O O O O O O O O O O O O O O O O O OO O O O O O O O O O O O O O O O O O O O O O 4�ELEV- - I 0 O O O O O O O O O O O ® O O O O O O O O O O O 0 � 00000000000000°0°0,0�o�.°00 256 2568 ` O °i O O O O O O O O O O O O O O O O U U U o 0 0 0 0 0 0 0 0 0 0 0 0 0 0�010 0 0 O O O O O O O O O O O O O O O O O O O O 0 O O C2 O O O O O O O O O O O O O O O O O O O PI O O O O O O O O O O O O O O O O O O 0�,jj„O /y♦[�/V(\, - \ O O O O O O O O O O O O O O O O O O O O O `�' O 0 O O O O O O O O O O O O O O O O O O O I o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 O O O_O�_O s.� O O O O O o O O F� ° a 90.0' UCT1N �2 ° El C3 ° -- 35 L 12" SDR 35 F 10 22%� 256 2566 E] I SDR-35 0.22% ° PI PI PI PI PI, PI PI PI °v ` \ PERF IPE 00.00% -- < t- - - SEE PERF RATION SCHEDULE THIS S EET 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 W o 256 2564 W LSlk 2+52.93 2564.20 TABLE OF VERTICAL SAND FILTER DIMENSIONS ELEV. 2 /1 DEPTH LENGTH WIDTH CAPACITY REQ. VOLUME WIDTH CAPACITY REQ. VOLUME BOTTOM OF TOP OF VOID MIN. FINISHED 256 562 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. CENTRAL VERTI AL SAND LENS 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 VE R: 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+ +40 20 4 60 SHEET D-13 VERTICAL SAND FILTER (SHEET 1 OF 2) 3 • C� Q oM 1 � Q 0, � E N LLI ■ Z co 2574 2574 z JUNCTION 6-1 STA:4+ 5.83 "=ENEM a RIM:25 .64 .� _ a STA:2+53.56 SUMP:2 65.17 RIM:2570.30 CB B = N s v I ° d SUMP:2564.64 STA: +52.67 INV IN: 566.17 12 Lu co ' 257 INV 0 :2566.17 12 N 2572 0 0 0 0 0 0 0 0 : W 0 0 0 0 0 0 " EXISTING GRA E W 0°0 00000000 0 0 ° ° I INV IN:2565.64 2 E SUM :2564.85 " Z w 0 ° ° ° ° ° ° ° ° °0°0 I I INV OUT:2565.6 12"S $ '� 3 U I :,x. ,.. _ ._... .... ... A. - - - - - - - - - - - INV UT25658 2 N � INV IN•2565 85 12 � _ I ! 5 1 Z W N W CB 6A LOCK 3 I I I - - ce c 2570 cn - w 257 I II i - rn --- I I I -- - - -- - - -- - ---- - -- -- STA.- +49.11 V � w RIM: 569.26 12" SDR-35 00.22% I ' SUM :2565.26 I i a it INV UT:2566.26 12"E NAL 256 2568 ��S�o FNc1 d I I II I _ I 06/13/2023 JUNCTION 6-1 II 52 L 12" 2 LF 12" 2 0 2 1. 8 12 LF 12" 68 LF 12" 27 LF 12" SDR 35 ® 0.22 N� o 256 - 0.22 SDR-35 0.61 Jo z 2566 �0 9 F of �aP J CTI,ON 6y2 II PI PI PI PI PI 2 P1�' SDR-35 ®�22% o� I JUNCTION 6 2 1 PERF ® � NJ " � I i STA:3+23. 1 ° ° ° ° ° ° ° 1I2" SCR- 51 0.2 °!o CHECKED BY: P� � RIM:2570. 7 DAVID A. BAILEY P.E. °o° °o°0°o°0°0°0 0 ' " ' 256 SUMP:2565. 9 2564 DRAWN BY: o o 0 0 0 o 0 0 0 o 0 0 0 000000000 io o INV I :2565.79 12 S 0 0 0 0 ° 0 0 ° 0 0 - - STA:2+00.0 0 0 0 0 0 0 0 0 0 � �� ;� II ° ° ° ° ° ° ° ° ° 6 ,� I RIM:2568.75 INV OU :2565.7912 0 ° ° ° ° ° ° ° ° ° L_J/ SUMP:2564. 5 w w w N °0°0°°°0°0°0°°°0°0 \ /;� I 12" SDR-35 ® .22� ° ° ° ° ° ° ° ° 1 CB-6v-r �� I ° ° ° ° ° ° ° ° ° INV OUT:25 5.75 12"SE w 00000000000000C)0,00 I � - - &4 000000000000000000 1 \ I 256 2562 0 °�I I w ._...;.•. .---aK " 1 M I DRIVE THRU SD PRO ILE 12 SDR-35 ® .26 0 o 0 0 0 0 0 0 0 o a w o 0°0°0°0°0°o°o°o°o°o Q 0000000°00000°0000 " " ' s I 12 SD - 0.6 HOR: =20 Z G RAP ° ° ° ° ° ° ° I I VER: 1 "=2' 3 .o' / 256 2560 z 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 2 0 �� 3 I I U I d i a a a i III I VI N Q w w x 000 ,. _L' I V) N Q)D * I / U 4 0 a i� i W o 0 d' Z N 257 2574 _ a fn O VJ C.rl I I N JUNCTION 6-S - " z I III I •2+00.00 LOCK 1 ; �' CB 6C O I / I I;; JUCTION6-1 O OOOO O 12" SDR- 51�I .22�i 257 2572 j O O O it I III IM-2570.30 n i S MP.2564.64 » FINAL RADE � -- - - - - " ' INV IN:256 .64 12 NW EXISTING GRAD i I INV - -IN:2565.64 12"E --- - ----------------- -------------------------------- INV o 257 OUT:2 65.64 12"S 2570 �_ _------ --------------------------- --- - - - - I% I BLOCK 3 I I . 26 LF 12" 0 0 0 0 0 0 i. i --_____- O j -------, _ o SDR-3 ® 0.26% 57 LF 12" PERF PIPE 0.00% ___ I' I 256 [ONLY THE PORTION EAST 0 SG 2568 1 LF 12" ------ - -L--------� SDR-35 ® 0.22% 0 0 0 0 0 0 o �------r-+.-----y ' 3 C, C, /4: 2+92.21 ,� „ i' - 256 - 2566 j ® O O O ® O I O ii fYl I I „ I P i; C - , m I o w I 0 0 0 0 0 0 o I O i i --- o r 256Ll STA:2 11.12 • 2+92.21 2564 O �y 20 0 10 20 40 RIM•2 70.13 SG TRAP 6 . 2564.20 STA:2+41.9 W SUMP.2 64.62 I ' Q SCALE IN FEET INV IN:2565.6 12"N RIM:2569.91 80 0 40 80 160 " INV IN:256 .55 12 N I 1 " INV OUT:2565.6 12 S " ? ,. ,. ,. , 1 1 =20 256 " INV OUT:25 4.70 18 E 2562 j a _ I SCALE IN FEET �- -- - - -- - II 1„=80' -------------------------L-------- + - + --'- - - 2560 256 - I DRIVE THRU VERTICAL SAND LENS PROFILE �K3 II ' H 0 R. "=2 0' ---- = `-'I , - - ------------ - _.:.... 255 +60 1 +80 2+00 2+20 2+40 2+60 2+80 3+00 3+l0558 TABLE OF VERTICAL SAND LENS DIMENSIONS QQPRIVATE ROLLED CURB AREAS AREAS MARKED USE ROLLED CURB. OTHER PRIVATE m m m m m m m m m CURBING SHALL BE RIBBON CURB. DRIVE THRU TO USE 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) 3o8- co ACCESS DRIVE KEYNOTES = 9 o co O MATCH EXIST. CURB, GUTTER, & SIDEWALK Q mi 000 �' 1 FIELD VERIFY PRIOR TO CONSTRUCTION C, N rn CROSSWIND mO SAWCUT EXIST. ASPHALT AS REQUIRED (MIN. 2') FOR 1% w TO 4% CROSS SLOPE (PER. ACHD SD-806, ■� Z TI SD-301, & SD-303) Z 3+18.80 3+18.80 �w I I WIND GUST O3 CONSTRUCT VALLEY GUTTER PER ISPWC SD-708. Z -16.50L QJ 2571.74 TRC 2571.74 TRC I �\ INSTALL TYPE II SIDEWALK BARRICADE PER ACHD ■= a 2571.7 I GAS �f II II 0 SD-1132A W/ THICKENED EDGE ALUMINUM WITH `� o _ __ _ __ 4 _ O 4 / STATION m I 1 I I STRIPED DECALS W/ KICK PLATE. NOTE. WHERE -- -- -- -- _ _ SIDEWALK ENDS AT GRAVEL TURNAROUND, PROVIDE Z - --�-- D N w Pl �I �PI - -- -- -- -- -- -- -- -- / - - -- -- \ I I A r SMOOTH TRANSITION TO GRAVEL (WITHOUT BARRICADE.) W W I 0 INSTALL TYPE III TERMINUS BARRICADE W w °o°o°o°o°o°o°o°o°o°o o 0 0 0 0 0 3 o 0 0 0 0 o li till w _ 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o c J ° 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 I I \ WHIRLWIND & "THIS ROAD WILL BE EXTENDED IN THE FUTURE" Z 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 0 0 0 opo 0 0 0 0 0 0 / \ \ o o 0 o 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 0 0 0 0 0 0 11 I o ■� _FF _o o._2 0. _o_o_o_o_0_o 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 o I! I SIGN PER. ACHD SD-1132B W/ THICKENED EDGE ALUMINUM C'3 u) o \ \ Lo_.�o o.o o .o 0 0.o o'.o�o 0 0 0 o 0 0 o 0 0 0 0 0 0 0 00 o WITH STRIPED DECALS Z I ° ri n. � n�a o- ll. -O. C)�). o- C). � f7�). i I 1 w W \ SEE GRADING I 0 3+10.25 GC SHEET 3.3 3+10.25 GC 3 d 16.50R r 1 o \ a 16.50E S 2571.62 TRC III' co - Cc 2571.62 TRC �� SEE GRADING III 1 I W. USTICK RD. 6 CONSTRUCT PEDESTRIAN RAMP PER ISPWC SD-712C. ui w \ z ACCESS DRIVE SHEET 3.3 / 0 I 3100- d / C7 I ;I 1 INDEX MAP V w »_ O CONSTRUCT MID-BLOCK PEDESTRIAN RAMP PER ACHD IPly PI PI d PI PI 7r PI IPI PI a c ° n a I 1 -LOO SD-71 2G. / d PI I PI PI��PI PI dl PP PI /1�; 1 I / 2+48.50 GC I 2+48.50 GC ;' 1 II I N ® CONSTRUCT PEDESTRIAN RAMP, TYPE 'H4' FOR ROLLED -- -- -16.50L � 16.50R 1 I I CURB. SEE DETAIL SHEET 4.2. S�QNAL �c ° ; ; r --J 2569.46 TRC 3 2569.46 TRC -J L ---I L-------- L- __� L--- J L_ ---i I I I ! I� S NCB 1 1 1 I 4 GENS � I 1 L 0 C K 1 2+36.50 I Og CONSTRUCT PEDESTRIAN RAMP, TYPE 'H7' FOR ROLLED16.50R I I 2+39.69 GC 3+38.41 3 13 2569 37 TRC I J 1 I CURB. SEE DETAIL SHEET 4.2. 06/13/2023 I -12. OL -36.50E 4 7 3+71.41 ^\ \ I - I h I I 2 0 218 1 44 TRC 2569.33 TRC ° 2S) / I 1 1 C I NOTE: ADA STANDARDS REQUIRE THAT CROSS SLOPES N O 2+25.00 1 Q s -36.50L - I I SHALL NOT EXCEED 2% ON ANY PEDESTRIAN RAMP OR -12.00L \ 2+36.50 '0 2569.37 TRC �� 1 I SIDEWALK. ACHD WILL NOT ALLOW ANY TOLERANCE FROM v 9 F VDP 2568.28 TRC N (,,I -16.50E ° l N / 4+94.50 I III I I THIS REQUIREMENT. LONGITUDINAL SLOPE ON PATHWAYSOF NGP I 2569.33 TRC 3 / -16.50E � 1 it I I SHALL NOT EXCEED 5.00%. 2+18.72 / 1 1 -1 2.00L - J 2+50.33 GC 2+16.50 ° 2+16.50 2571.87 TRC I 5+53.97 1 I \ 2568.32 TRC / 1 �/ -14.10E \ -36.50E I 36.50R I 1 -36.55E y I NOTE: ALL PEDESTRIAN RAMPS MUST HAVE DETECTABLE �. 2569.33 TRC 4+14.50 4+54.50 WARNING PER ISPWC SD-712. CHECKED BY: 2+06.54 2568.58 TRC \ 2568.96 TRC ° 3+91.41 -16.50L -16.50L I 2572.11 TVC I i II; ` I DAVID A. BAILEY P.E. -14.79L / 2+62.49 GC 3+18.41 GC 3 -16.50L 2569.87 TRC 2570.87 TRC I 5+33.97 I� DRAWN BY' 2568.43 TRC - �/ / -16.50L -16.50L I 2569.33 TRC -16.50E Q4 4® CB #P1 - INV ELEV. 2566.45 W/ 1' SUMP PER ACHD JBD / 2568.73 TRC 2568.96 TRC 00 I of r 2572.18 TVC II SD-715A W/ ROLLED CURB. CONST. 18 LF 12 C-900 1+92.70 r� I / // \ 2 0 o I _ II III 1 ® 0.28% TO SPLITTER MH. �0' 00 5+27.02 HP 1 6 -17.97E ® I ❑ \ ❑ a ❑ 8 ° 3 1 d -16.50L a I -16.50L r'o 0 1 z 2568.61 TRC 0 �1 � N L- L__ ° �_� ° I $ N �2569.50 TRC ❑ � ° ❑� I� a°� 1 I I I 1 I (QP,00=1.40 cfs, QP�1.00 cfs) U L_ a 2572.07 TRC o. ado -- --- L- - •- I � � / ; �� \ 2 1 POND #1 - SEE DETAIL SHEET 4.3 � -------- ------------ o' �� ° w d �. 3 - l 11 I 0 2 CONSTRUCT MONITORING WELL #1A PER ACHD SD-627. -- --- ------------ ° sa ° ° ° s ° \ ----------------- d ° 3 I it I I 1 ° °° ° I ! � 71.42 I \ SEE DETAIL SHEET 4.3. � 1 0.50% ° i 1 I 71. \ ® CB #P2A - INV ELEV. 2566.50 W/ 1' SUMP PER ACHD 0 z 1 25q, W W W-�W W W W W W W W W W �_ 1.40% I \ 2 0 10 20 40 SD-604A, TYPE IV. CONST. 29 LF 12" C-900 ® 0.34% TO z z w 0' W W 1 ICI 87q W 3 1 I W W II CB #P2B. o 0 0 2 0l , 0 68.94 F/L . C R O S S WI N D S T. , 1 �� \ (QP,o�0.39 cfs, QP0.28 cfs) W W - 0 _ _ _ _ _ II \ SCALE IN FEET z m � -Lai- - - - - - _ H _ _ _ _ - ,0 r_ I o ® CB #P2B - INV IN & OUT ELEV. 2566.40 W/ 1 SUMP PER o ± cv 68.06 F/L o N - -~ M 2+0 r7 - - - - - - - - �- - I I \ + 1 1 1=20' ACHD SD-604A, TYPE IV. CONST. 15 LF 12" SDR-35 ® 0.33% a o 0 III1 2569 n� 2J`7 I �n I TO SG TRAP #P2. v v v ss SS s s s s s s sl s s 0 s s s s s s s-�cS - S, 2.Q (QP,o�0.17 cfs, QPa;�o.12 cfs) a s -� 0. 68.94 F L � I w 9 1 I O C Sq 49; / I p M M ------------------ 3 .O .O I vl 0.50% _ I 1 57% 1 1 ® VERTICAL SAND FILTER #P2 (PER ACHD BMP 21) & SG o 0 3 \ TRAP #P2. SEE DETAIL SHEET 4.2. w W cNI ------- I I I cq ° --------------- _ ° 11 N #2A & #26 PER ACHD N o N N ° ° d I CONSTRUCT MONITORING WELLS w N o ° 3 0 0 0 0 0 0 0 0 0 0 o I 1 ® SD-627. SEE DETAIL SHEET 4.3. 9 0 0 0 0 0 0 0 0 0 0 0 0 0 ° o � z o 0 1+93.00 r o, o ❑� o N� �'' 0°0°0°o 0 0 0 0 0 0 o I I \I p4f) CONSTRUCT 14' WIDE GRAVEL ACCESS PAD PER DETAIL N r) o o io9 2568.638TRC ♦ 3+31.00 ��`°�$ 1 I -�- - o 0 0 0 0 0 0 0 0 00°0° - - _ _ 5+2716.50R HIP I- 6 I I I SHEET 4.3. - - 2+25.00 2+62.49 GC 16.50R ° cr 2572.07 TRC a I 1 ® NO PEDESTRIAN SIGN PER MUTCD R9-3 & ACHD 2+07.37 12.00R 16.50R 2569.03 TRC 3+46.00 - --- `L `�' I 4 TS-1114 (SIGN TO BE ON BOTH SIDES OF POST). BLOCK 3 I COORDINATE EXACT LOCATION W/ ACHD STAFF. 2568.73 TRC 31.50R 1 I 16.50R I Q 14.85R 2568.39 TRC 3 5+34.20 � ; 2568.52 TRC 1 ° 4+96.54 GC 2+19.69 1 1 2569.41 TRC I 3+70.00 16.50R 5+54.20 m 1 I 2+39.69 GC I I SEE GRADING 131.50R - 16 50R O 2572.16 TVC I _ 12.00R 12.00R 2569.41 TRC 2569.30 TRC 2571.92 TRC I 36.42R j I 2568.41 TRC I 2568.51 TRC I SHEET 3.3 - W I \I I 2571.65 TVCLL 0 2+50.33 GC I I SEE GRADING - 14.1OR --- -- SHEET 3.3 N (� 2568.62 TRC, e .� I P � l O ° ° I 3 I d I I 1 S'E ISHEEN' !3. FOR D IVEWA 0 I SEE GRADING I I ° I� _ I I I I �C1 O ORE A G LIND R. � SHEET 3.31 0 257 2576 257 2576 0. o a O w N ce)^Q N�Z NOZ L6^ m TN= + O O Q N 257 2574 257 1-� N 2574 0 W > = I+MNO M W QWQ HJ � 50 QW O NWT (nW2 Q O NWT NW a- W 00 O 1N0 FINAL GRADE 0.50% O Lo 0 FINAL GRADE �' -' 2572 257 0- CO z0- CO 2572 2572 ,n^z o� 'za �� c� rnCo= _ do) z 0 mot_ NOON 'OOQ T_= +� Z MNU �i +ul N �(o NNU Q Co X 2 U MN ~ + C14 w �U ''� w u` >0 2 50% ��/ STA: 5+62.02 N N O +N >o % A: 3+18.80 +N N Q QwQ � N awQ g5 . 2571.83 = w ¢w wm ELE h 2571.63 W v �-_j Of Q Q J N wcD H J N W 0 END C NSTRUCTION >U ••> Q W GRADE 3H:1 V TO EXISTING 2570- W w �'w�' 2570 257 w W 2570 Ocn W 10 ELE • 2571.63 _ _ ___ 0.42%- - - --- -- --- L-/ S% 3 1'76% EXISTING GRADE EXISTING RADE7 568 "III STA:• 2+18 50 AT CAD 2 256 12" -900 AT ROAD2 256 ELEV. 256 .94 568 STORM DRAIN STA: 2+27.00 ZI ELEV. 2568.19 STA: 2+23.00 256 2566 256 2566 Q o Q 4 2564 2564 2564 2564 0 L.L 256 2562 256 2562 DATE: 022 CROSSWIND PRO ILE MORNING S Y PROFILE PROJECT: PROJECT: HOR 1 "=20' HOR: "=20' c2o2o-018 SHEET VE : 1 "=2' " 25 VER: 1 =2' 5 256 +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+8054 60 256 +80 2+00 2+20 2+40 2+60 2+80 3+00 3+20 3+ 0 60 O E TABLE OF VERTICAL SAND FILTER DIMENSIONS = � o BOTTOM OF TOP OF VOID MIN. FINISHED 2 IGH GROUNDWATER — DEPTH LENGTH WIDTH V2 (FT^3) WIDTH V100 (FT^3) DESCRIPTION (FT) (FT) (2—YR, FT) (100—YR, VOID STORAGE STORAGE GRADE Ell _ w m p FT) (100—YR, FT 3) Zco Q ELEVATION ELEVATION �L ~ 0 G� 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 D m Li w to Q m m CD ■ENEM a � < n Li Li _ w w NON-WOVEN FILTER FABRIC 0 J rr- w W (ISPWC SECTION 2050.2.3.A. a- p ry W OVERLAP 1' MIN. TOP AND z o iw = 12" PERF PIPE [BYPASS] Z w SIDES ONLY. Q SEE PERFORATION .E ;r, SCHEDULE BELOW. Z wzo n 18" WIDE ASTM C33 FILTER SAND W a 00 •0 . _j U o 0 w Iml— — — — — — — — — — — — _ — — — — ° ooOo o ° OOOoo° 0 0 — W1iooi III _ — _— WZ o 0 0 0 0 0 0 0 0 0°0°0°0°0° 18" PERF PIPE - - - - - - - - - - 0 0 0 _ _ S�pNAL FN III III SEE PERFORATION - n., ANGULAR/ SCHEDULE BELOW. --- 66.0' QNGULAR20 0 10 20 40 p o o RUSHED ROCK* ovo oo� o 0 o O - z SCALE IN FEET tiq o N H B. Dv 1"=20' 0 0 0 0 0 0 0 o cV V V o 0 0 1% I ---------- 18" PERF PIPE CHECKED BY: MONITORING WELL SEE PERFORATION DAVID A. BAILEY P.E. PER ACHD SD-627. " PERF PIPE [BYPASS] SCHEDULE BELOW. DRAWN BY: 12 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 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 WEQ Q " 0 0 257 2570 W W z O - - - - -- - - - - Cn TYPICAL ACHD VERTICAL SAND FILTER SECTION FINAL RADE— Q Q PER ACHD BMP 211 N N —NTS— 256 2568 w � N N su to N (n Q N � I I co A: 2+73.25 W O O E aw. 2567.50 Z NOTE: 256 � 2566 1. NOT USED. �o ��FT TC 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 �� cGcj z 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 k 2+73.25 2564 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 o HAVE HS 25 TRAFFIC RATED TOP. OF STRUCTURE TOP OF Li0 R q 256 2560 BAFFLE O 0 R ACHD VERTICAL S ND EEN PROEIL V s s HOR: 1 "=20' 20" w 255 V E R: 1 2' S8 �� eorroM ''►'� 25 \ 0 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) Q 5 EA. 3/8" DIA. 8 EA. 3/8" DIA. 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") 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 s2 Q O U QMENEM a) co i LINING TO EXTEND TO TOP OF a 10 . MONITORING WELL PEDESTRIAN RAMP FOR ROLLED CURB v NOT TO SCALE BANK & CENTER OF BERM (MIN) FREEBOARD J PER ACHD SD-627� NOTES -...-...-...-...-...-...-...-...-...-... -...-...-...- . . . - . . . - . . . �= z NOT TO SCALE RAMPS FOR CORNERS W/ MIN 15' RADIUS AND W.S. 100 YEAR LEVEL L UTILIZING ROLLED CURB SOD FINISH EXCEPT cn I- �. BSM LENS (SEE FOREBAY/PRIMARY Z 8 RAMPS ARE CONTAINED WITHIN THE CURB RADIUS w - FOR BSM LENS TYPE "H4" ♦ c RAMP DIMENSIONS LU F, Q j CUT-THROUGH DETAIL ABOVE) _ (BSM TO BE LLI CURB TYPE= STANDARD 3" ROLLED CURB PER a> `�y, PRIMARY FOREBAY ■� a HYDROSEEDED) _ 1 2 ISPWC SD-702 = w > �L ,� 6" CLAY �J EMBANKMENT AND DIVIDER x� w 4" TOPSOIL OVER (� N FINISH GRADE ` w�l THROAT DEPTH= 4' FROM FACE OF CURB Q a_ cn "�' LINER �j`Z'' 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 l I- 4 �0 0o 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) 00 III-III-I I I- _ CLAY LINER AS SPECIFIED Z ui M PLAN CONCRETE COLLAR O ® RAMPS SHALL NOT EXCEED 12:1 (8.3%) SLOPE (FOREBAY ONLY) W a co 3 Oil o H TRAVERSABLE WINGS SHALL NOT EXCEED 10:1 < o (10%) SLOPE J - V 0 NON TRAVERSABLE Al LANDSCAPED AREA VARIES, EXCAVATE MIN 2' INTO w w � 1�18"�I O 4'x4' FLAT STREET SIDE LANDING REQUIRED INFILTRATING LAYER. BACKFILL BIORETENTION SOIL MIX SPECIFICATIONS °' Q w 5 (E CURB IS NOT REQUIRED TO BE FULL HEIGHT W/ CLEAN 6" PIT RUN OR BSM 60% SAND C� w Q IQ 1 00 C) DETECTABLE WARNING PER ISPWC SD-712 20% SANDY LOAM (SILT, SAND, CLAY) 8 LANDSCAPED 20% COMPOST -, TYPICAL POND SECTION AREA NOTE: BSM MUST BE IN CONFORMANCE J w 923 ♦ LEGEND f PER ACHD BMP 10 W/ CLAY LINERI WITH ACHD SECTION 8200, APPENDIX F. �S�ONAL Etic Q ♦ 1.5%f0.5% (2% MAX SLOPE) -NTS- t�`L ,ENS > ♦ 7.3%f 1.0% (8.3% MAX SLOPE) PROVIDE METAL END SECTION L SECTION CONCRETE COLLAR TYPE "H7" ♦ 9%f1.0% (10% MAX SLOPE) W/ TRASH RACK & RIP RAP Q� 06/13/2023 w U_z [ NOTE: AT INLET TO POND FOREBAY o m IJ4 NOTE THE INFILTRATION RATE OF THE CLAY AM INLET TO POND PRIMARY 2O218 N LEGEND: 41CONTT. THROAT WIDTH AS 4' LINER MUST NOT EXCEED 0.5"/ HR. BASINS [REFER TO ACHD MINIMUM OR AS SPECIFIED. SD-628 W/ RIPRAP OPTION] 0 3 1. WELL COVER, 8" DIAM. WATERTIGHT GALVANIZED v0 �TF OF \�P P °D o STEEL COVER AND CANISTER. H NOTE: tiq �G o m 2. 2 OR 3 BOLT LID WITH his" HEAD AND SAE ♦ 1. NOT USED. 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 0 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. ° 0 g 4. %" DIAMETER HOLES OR SLOTS CUT INTO PIPE 02/22/2021 DRAWN BY: j ° ° AT 3" ON CENTER. JBD z ° °0 0 M5. 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 o a 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. Uj 6. PIPE SHALL BE PERFORATED PVC, ASTM D-3035, Uj CL ° ° 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 7. NONWOVEN FILTER FABRIC AROUND OPENINGS 6. ACHD STAFF MUST VERIFY THE DESIGN INFILTRATION RATE AFTER THE FACILITY IS FULLY EXCAVATED. o AND BOTTOM, FABRIC OVER CHIPS/DRAIN ROCK. 7 8. POLYPROPYLENE FIVER REINFORCEMENT AT 1 lei 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 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. 6015.S OR APPROVED EQUIVALENT. - TOB: 2568.40 L j o 0 0 C. LOCATION OF GROUNDWATER WELLS SHALL BE SECURELY ATTACH CAP TO PIPE. - HIGH WATER LINE: 2567.90 Q: z a APPROVED BY ACHD DO NOT GLUE. CUT OPENING AS TOP OF INFILTRATION LENS: 2566.10 D. OBSERVATION WELLS NOT ALLOWED IN CURB OR SHOWN IN END f INFILTRATION LENS AREA: 699 sf VALLEY GUTTER SECTION. POND PRIMARY CAPS �I Ir 2" 13.9' MAX WATER DEPTH: 1.80 ft r n SDR-35 OUTLET a BERM: 2567.90 j Z PIPE I FOREBAY MONITOR WELL LOCATIONS PRIMARY BOTTOM PIPE SIZE & FLOW OPENING INV = I SLOPE PER PLAN � FOREBAY BOTTOM PIPE INV I I � 1 ,n V100: 187 cu ft SLOPED 1% TO SLOPED 1% TO -� o LO L o CAPACITY: 444 cu ft 0 INLET C ao 6 � �ap � TOB: 2568.40 BSM cO Lo o- � co LO HIGH WATER LINE: 2567.90 WELL NORTH EAST LOCATION :::::::::::::::. N N �n I� N BOTTOM OF POND: 2566.15-2566.35 PROVIDE TRASH PROVIDE TRASH POND FOREBAY I N N 2 1 A N 718267.48 E 2449096.20 50' AWAY, ACROSS STREET BSM LENS: RACK & RIP RACK ® INLET I MAX WATER DEPTH: 1.75 ft 2A N 718259.42 E 2449281.26 5' FROM END OF TRENCH RAP ® OUTLET HIGH GROUNDWATER: 2563.70 [TP-1] I ' I 2B N 718303.46 E 2449336.63 50' AWAY ACROSS STREET FOREBAYfPRIMARY CUT-THROUGH DETAIL I i Ii I Ii �+�+ ' -NTS- I BYPASS PIPING:Q4 CONSTRUCT 25 LF 12" SDR-35 ® 0.80% Q INV ® PRIMARY: 2566.70 0 WIDTH VARIES I o ACROSS BERM III I NON-WOVEN 66.15 1GEOTEXTILE FABRIC 2' MIN 2' MIN �, I J PIPE TO FOREBAY:O 2 2 TYPE 1 MATERIAL PER OVERLAP 10 OVERLAP I CONSTRUCT 11 112" SDR-35 ® 0.45% Li ISPWC SECTION 206.2.E f INV ® PRIMARY: 2566.35 P/L 47'-0" P/L & 2050.2.2. INSTALL 2' 6' 2' 66.35 FG o 75- r I� 5% To PER ISPWC 206.3.2.A.1. I v 7'-0" 33'-0" 7'-0" 0 2'-0" 2'-0" �_ -:� I II SPUTTER IQ 5 -0 16'-6" 16'-6" L . . - . . RIM:2568.90 SUMP:2565.40 14'-6" 14'-6" ---- aINV IN: 2566.40 1 SLOPE SIDEWALK 1.75% t FOREBAY OVERFLOW CHANNEL --- INV OUT: 2566.40 12"W 0.25% PER ACHD SD 709 l SECTION 8" ANGULAR STONE RI INV OUT: 2566.90 12"N (BYPASS) PRAP I h ~ W -- SLOPE 2.00% SLOPE 2.00% --- NOT TO SCALE (8" MIN THICKNESS) w W_W W ARMORED SPILL CHANNEL SECTION o' 4" - 3/4" MINUS NOT TO SCALE N - - - � - - - CL 5" THICK CONCRETE 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 RUN 6" PAST CURB. (TYP.)STANDARD ROLLED [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 s3 -A C� Q oM 1 � KEYNOTES Q A Q C'' O 8" CROSS (FLG) D ACCESS DRIVE t' N 3- 8" VALVES (MJxFLG) Ll _� �•�;/ w O REMOVE EXISTING CLEAN-OUT AND CROSSWIND CONNECT TO EXISTING SEWER LINE. Z CONTRACTOR TO FIELD VERIFY Z INVERT ELEVATION. g 03 CONST. 12 LF. 6" WATER MAIN WIND GUST 8"x8"x6" TEE (MJxMJxFLG) 6" VALVE (MJxFLG) = Z w FIRE HYDRANT [MERIDIAN W8] W &® co CONSTRUCT 4" BLOW-OFF PER A D z W w 4 O I MERIDIAN W12. Z w id -- -- -- -- -- -- — m I rrlZ � co - - - -- -- % 1 -- -- -- —� -- -- O WHIRLWIND Av W Q M FFREMOVE EXISTING BLOWOFF & Z oo M] 0 5 ° I CONNECT TO EXISTING 8" WATER 00000000000000000000000000o0o0O° S ° o'000'0000oo0 o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o � o o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 10.5' o 0 0 ' 0 0 0 0 0 0 0 0 0 o 0 0 0 0 0 0 0 0 0 0 0 o 0 0 0 o MAIN. COORDINATE CONNECTION s II ° O o O o O o O o O o O o O o o I 3 ° ° ° ° ° ° O ° O ° ° ° ° ° ° ° ° ° ° O ° O ° O ° O ° O ° O _o_o_o_o_n__o_�o„o 0 o„o—o„o o O o 0 0 0 ij 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 W J _O_4,0_O O„O„O O„O�O,Or,0�0�0�0�0 Oo0�0�0�o 0c)0 O O O O O s I WITH CITY OF MERIDIAN. _ CONSTRUCT 3 LF ® o � LOCATION PRIOR TO CONSTRUCTION. W. USTICK RD. w 8" WATER MAIN s O r I I CONTRACTOR TO FIELD VERIFY � s I Z 3 ° ACCESS DRIVE o &CONSTRUCT 11 LF I I © 90• BEND (MJ) » % ° % % � PI plT (N 4 ° PI ° PI° PI I ° PI I 8 WATER MAIN CONSTRUCT 110 LF a I s L—_ 8" WATER MAIN (n CONSTRUCT 114 LF I N I I & 8"xs" REDUCER (MJ) INDEX MAP S�ONAL FN &CONSTRUCT 24 LF i LOCK 'I _—� I --_-J _- J I-____J 6" VALVE (MJ) S C s X .3 I CONSTRUCT 13 LF 6" WATER MAIN " ' p \GENSF 8 WATER MAIN II 8 WATER MAIN Q CONSTRUCT 150 LF I 1 =200 o D 8" WATER MAIN G j I I FIRE HYDRANT [MERIDIAN W8] Q 06/13/2023 &CONSTRUCT 27 LF s 202180 8" WATER MAIN s N co w I I<TI3 N &1'4 w11-1/4' BEND (MJ) N O — l co co _j co co "� J(oo Lo � c° Q, `o r� 'n I I I Q® 22-1/2' BEND (MJ) O F OF P I ui N "'o O J c° o'n J 0 Ki rn N J "�J co _j 0 s WATER METER LEGEND tiq/y VNG O r �N O� tN 6 O� r M � ON NON O� B. D s +: w rO It +, w I i 't 3 1 +: `'�N +Lo: w ``� '`� ro �N m I I (PER CITY OF MERIDIAN STANDARD DRAWINGS W1,W2,W3 � Lo � 0 �* w - I I & W5 LOCATION PER MERIDIAN SD-W9 IF METER SHARES LOT CHECKED BY: e w °J I s I s j °-° L a°� �° a°� I LINE WITH FIRE HYDRANT. DAVID A. BAILEY P.E. 5 - 1 I I DRAWN BY: s° I I s I I I I WITH 3/4'BLE METERER SETTERS JCM/ZJM J, I I I I I W I 3/4" SINGLE METER SERVICE W I W I w w 2 0 w w I in w W�-W " W I WITH 3/4" METER SETTER Z — — 7 III 3 i i i SSMH A-1 I W. CROSSWIND �T. ; ; II 6& I - N M I i i TI I I I I SERVICE MARKERS TO BE PROVIDED PER MERIDIAN SD-r I � — - I _ L � ? 8 t I I SW-3. 55 8 �ss � g S 3 S 5 5 g o 8; PVC 00.62% QL� � NOTE: w> o THE CITY OF MERIDIAN REQUIRES THAT ALL WATER METERS ,L I LSSMH EXISTING s AND WATERWORKS BRASS BE I I I I I I s ANSI NSF 61 CERTIFIED. 0 Z s s° s s° / 0 0 °o 0 0 0°0 0 0 0 0 0 0 0 0 o I INOTE: Q Q I 1 0 0 0 0 0 0 0 0 o 0 o ALL SEWERMANHOLES ARE TO BE 48" INNER DIAMETER, FE o o°o°o°o°o 000000o o LINE C e � coso SSMH A-3 CONSTRUCTED PER ISPWC SD-501. 00 00 00 N Lo SEE SHEET 5.2 -- I I F I 00 coo `� coo w rn X 4 Uco BLOCK 3 I THE SLOPE AND LENGTH OF SEWER MAIN IS CALCULATED a o 0 co`o r`n 00 r . r`n r co 0° N`n I FROM INSIDE FACE OF MANHOLE TO INSIDE FACE OF v v ' N N I� N N 00 N N — N N � N N N ------ I N Q Q +: +: +: +: +� +: 6+19.71 I I MANHOLE. 1 9 r7 �w rn 't w r� -t w �w 4» 42'R w N N El 2565.63 N_ I I ALL SEWER SERVICES ARE TO BE 4" DIA, PER ISPWC I N N O O O O O O sa O I SD-511A, CONSTRUCTED AT 2.00% MINIMUM SLOPE. W co __ i 8'� PVC 00.39% I I I 30 0 15 30 60 *SEWER SERVICE MUST BE CONSTRUCTED W/ CLASS D 200 (SDR-21) PIPE. SEE WATER NOTE 3. W o 0 0 N M SCALE IN FEET NOTE: 0:: Z 1"=30' ALL WATER MAIN IS TO BE BLUE ANSI/AWWA C-900 DR18, PER CITY OF MERIDIAN ISPWC SUPPLEMENTAL. 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 61 TBM L.L SEE COVER SHEET 1.0 FOR BENCHMARK INFORMATION o 0 2577 2577 2577 2577 0 SSMH —3 STA:6+3 .67 00 RIM:2571.95 7 257 W N N N INV IN:2564.41 "N 2574 257 2574 Z Im z I cn II N N M INV UT:2564.17 "W o � coolM O Np � � 10 � Z OMcDO 01 � O � UN � O � NcNoN � + + coZ Z5 FINAL GRADE XO � W)N .. N N � N — — � FINAL GRACE w co 257 � z Loz~ z cn NEEz ZZ 2571 257 2571 2 N N — —0— Q g > > > > EXISTIN GRADE NNEEZZZZ — — — —— — — — — — — — — — — — — — ——— — ——— - -- ---- _ - -- --- - --- ----- -- - - - 2" C-900 XISTING GRADE W 256 — —— — — 2568 256 1-1/2" PIRR MAIN 2568 153 LF 8" P C 00.6 (4" C-9 SLEEVE) 156 LF 8" PVC 00.39% (157 LF C—C 256 (158 LF C—C) M �N 2565 256 „ W 2565 B - ---------- ---------- ---- ------- tZv *STA- 5+-3,r%A.; 256 121_ LF 8"_PVC 00.39%--------- — -------- *STA: 3+ 5.41 ELEV. 256 .58 .67 256 2562 0 ELEV: 25 .82 4" SS O H2O E : 2564.86 4" SS O H2O 4" SS O H2O *STA: 4+17.56 *STA. *STA: 5+99.09 W ELEV. 2563.91 LEV 5 59.05 ELEV. 2564.96 4" SS 0H20 4m S 2s4. 4" SSOH2O 255 4 s H20 2559 255 2559 *srA: 4+ 7.os ELEV: 25 3.98 *STA: 5+73.4 4" SS O H2O 8" WATER MAIN ELEV: 2564.81 Li 4" SS0H20 ' ^ 255 2556 255 2556 DATE: 09-20-2022 Sewer Line A PROF LE 0 ORNING SKY H20 PROFIL PROJECT: HOR: 1 "=30' H R: 1 "= 0' c2020-018 SHEET 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+70 600 6+30 6+60553 255 +80 2+10 2+40 2+70 3+ +6 00 3+30 30 3+g0VER: 1 "4 553 5st C� Q M 1 o � QO A KEYNOTES :E ACCESS DRIVE V p D �•/ N 10 45• BEND (MJ) Z = t3 UJco Z Q8"x8"x8" TEE (FLG) CROSSWIND 2 - 8" VALVES (MJxFLG) Z 3O CONST. 7 LF. 6" WATER MAIN 8"x8%6" TEE (MJxMJxFLG) WIN GUST a 6" VALVE (MJxFLG) Z" FIRE HYDRANT [MERIDIAN W8] w� - - - - - - - - - - - _ - - �® 8%8%8" TEE (FLG) c W- c=n ----- -=------------- k-- 6 ---------------------------- FD r H CONSTRUCT 34 L 3 - s" VALVES (MJxFLG) -= 1 12 X8" REDUCER ( ) Z ��'? �� 12" WATER MAIN z -----------__--------- _ _ __ - -- -_- ------ ----- 90 BEND =�dF,__ �� ____ WHIR IND � Z H � 4 7 °` - _-----_--_-----__ - ------ 2 6 REMOVE EXISTING W cn o - _ Z!L CONSTRUCT 17 LF M M CONSTRUCT 90 LF --" BLOWOFF & CONNECT ui w 12 WATER MAIN 5 5 » TO EXISTING 12" WATER 12 WATER MAIN \e _ _ ,R R_ _ IRR MAIN. COORDINATE W/ w a d d CITY OF lllt=tu ) CONTRACTORIDIONFIELD W USTICK RD. pl p p- VERIFY LOCATION PRIOR CONSTRUCT 38 LF 3 TO CONSTRUCTION. °0 ° °° � °°° 3 8" WATER MAIN - INDEX MAP �S\ONAL FNG CONSTRUCT 161 LF J O BENS iy °°°°°°°°°' °°°°° 7 CONSTRUCT 16" STEEL SLEEVE „ , 0 0000000 0°° „ o F F` _`' = 3 8 WATER MAIN PER SW1, SW2 & W15A/B. 1 =ZOO � �, o � CONSTRUCT 27 LF - - G= _ F= MIN LENGTH: 17' 06/13/2023 M 21 s 0 8" WATER MAIN - Lo �Loo allo rn to (SLEEVE TO EXTEND TO--�- 20218 000 0 0000000 0 0°00°°1,�0°°°° ---_- o J� M ��1 J( co J� ,n �� EXISTING TEE ON EAST SIDE). N �O Lo 00°°° 00° 000 0000000mmoo0oo M� � MN o InN to MN MN V 9 F \ Q� V boo 0 0000000 000 N Nj 000 ° oo°°oo°oo°oo� rn N +: w LINE D O OF O SSMH C-3 - + Ld +F w += w += w 3 3 WATER METER LEGEND tiq N�'P 00 00000000 000 0 a �* to In �* �* -j I I - SEE SHEET 5.3 m CONSTRUCT 31 LF N I �� - I - (PER CITY OF MERIDIAN STANDARD DRAWINGS W1,W2,W3 8" WATER MAIN I I I I I & w5) 00 I j LOCATION PER MERIDIAN SD-W9 IF METER SHARES LOT CHECKED BY: 1 50 1 3 I I I I I LINE WITH FIRE HYDRANT. DAVID A. BAILEY P.E. W w w W_ W -W wow W WF W 3/4" DOUBLE METER SERVICE JD M/Z M BY. + 4 _ _ _ WfRNINGSKY' LN r L _ WITH 3/4" METER SETTERS R Si s 3 s 1 0 3J $h-s g� s sa a 00 3/4" SINGLE METER SERVICE / O _ - + 3 » -- O WITH 3/4" METER SETTER 1 a I SERVICE MARKERS TO BE PROVIDED PER MERIDIAN SD ANGLE POINT (>1°) - -� 8" PVC ®0.42% ° as o - -' SW-3 0 SSMH C-2 --T o f SSMH C-4 0 J 6 a F- --- -3- - NOTE 4+14.94 -- w o CONSTRUCT 51 LF ! O O THE CITY OF MERIDIAN REQUIRES THAT ALL WATER METERS LINE A . 4" 25'R 23 35 SEE SHEET 5.1 `° LINE D o z 8 WATER MAIN 7' m EI 2565.78 � ° ° F I � AND WATERWORKS BRASS BE ANSI/NSF 61 CERTIFIED. I I I -- - °° °°° °°° � � eL SEE SHEET 5.3 1 -- 0° °�° °`8" PVC ®0.62%, L- -- NOTE: a a a ° o°° oo°° ......... CO V V 3 ° °O°� °°° 0 oQuo°° 000( s°' ALL SEWER MANHOLES ARE TO BE 48" INNER DIAMETER, X X X I » a -CONSTRUCT 125LF 5 � ° ., ° ° °°° °°°°° ° 3+52.17 °° °°° °°°°°°°°°°°° °°° 8" WATER MAIN ° °O° °°°°°°°°°°°°°°°° CONSTRUCTED PER ISPWC SD-501. z w w w 3 - - - - Z ______ 4" 27'R 24 I °0000 °00000°0 0°0 0�0°0 34 0 0 El 2565.33 o °°° °°°°°°°°°°°° °°° -_j » °O00°0=00° �- THE SLOPE AND LENGTH OF SEWER MAIN IS CALCULATED a 2 I 8 PVC 00.427o O0°°°° °°°O O°0000000000 _ 3+36.37 °° °°°°°b°°°°°°00000 °°°�° FROM INSIDE FACE OF MANHOLE TO INSIDE FACE OF c� c� c� Lv -��- o 000 0000000000000000 � N Q Q Q M M M M __ 4" 27'R °0000 )000000000000,0000 MANHOLE. w N Y " oo�oo0 000000000000p000 p M M M N MORNING SKY N El 2565.27 25 ° o00 0000000000000000 33 N N N ° °°°°°°°°°°°° °°° ° ALL SEWER SERVICES ARE TO BE 4" DIA, PER ISPWC 0 0 0 - ° °O° ° °°°°°°°°°°° SD-511A, CONSTRUCTED AT 2.00% MINIMUM SLOPE. 0 N N N p o » __ -. o0 000 0 000 000000 000 -- s PVC.♦C�D0.53%s s 3(n2 0 __-- s�° o°o��°o�� 00°00°0°°� ° 1 1 1 00 000 0 0000000 00o W t0 I- N 0 000 0 000 0000000000 F V) Q N N - N SSMH C-1 ° ° °0 000 °00°°0°0 0°0 0�00°0 *SEWER SERVICE MUST BE CONSTRUCTED W/ CLASS o I I 1 O ------ Z� 00°0000 000000000000b 000 > Co L 0° 0°0 °o°°0°°o°0 o°0 0°00 ` 32 200 (SDR-21) PIPE. SEE WATER NOTE 3. W o 0 0 0 3 T I. o 00 00o�000000 � z N M 0 00 000 O0""0co0000. O°O ° a NOTE• LINE A p q p ° o-°-o oo°00000000 0°00 SEE SHEET 5.1 LINE D ALL WATER MAIN IS TO BE BLUE ANSI/AWWA C-900 DR18, SEE SHEET 5.3 PER CITY OF MERIDIAN ISPWC SUPPLEMENTAL. 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 SEE COVER SHEET 1.0 FOR BENCHMARK INFORMATION O 0 30 0 15 30 60 o SCALE IN FEET 1"=30' o Z 0 Q 2577 2577 w cn^00 ao 00 00 N (o m 257 N Q=N N O NM NM I 2574 II � � Lo LID CQ (0 LO M SSMH C-2 SSMH -3ONLo � STA: +19.78 oo ST :3+81.79 STA:4+ 3.04RIM 2569.67 (o I co N + + N :Ez INV RI :2569.11 RIM:259.04 + Lo > . » O Oo INV IN:256 .94 8"WINV IN:256 .28 8"SE INV IN: 564.45 8"S Q :i »Q I Q ui 257 A z z z NV UT:256 4 N cn X _ _ 2571 * A 5+75.96 FINAL GRADE : 2566.44 256 2568 o *STA 4+91.50 ELEV. 2565.91 4" SSOH2O W 256 2565 W I 17 LF 8" PVC 00.42% V ) 256 (21 LF C C) (120 LF C-C) E : 2566.11 2562 DATE: Sewer Line CPROFILE 4" s • H20 09-20-2T: PROJECT: 58 LF 8" PVC 00.42% ,> : (62 F C-C) H R: 1 = 0 195 LF 8" PVC 0.62% ELM 2566. s SHEET ER: 1 =3' (199 LF C-C) 4" SS0H0 io559 25511 +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+ 5o2 C� Q M 1 o � = Qo � ♦aQ� � .2 KEYNOTES ACCESS DRIVE V p D �•/ N � � V LLJ � 10 45' BEND (MJ) CROSSWIND ■y Z ~ (0 co --- Q 8"x8"x8" TEE (FLG) Z 2 - 8" VALVES (MJxFLG) °R R_ IR R R - = a 3 33 CONST. 10 LF. 6" WATER MAIN ST � a 79 8"x8"x6" TEE (MJxMJxFLG) � N PI PI PI 6 6" VALVE (MJxFLG) = Z w FIRE HYDRANT [MERIDIAN W8] W ~ 6 � o � W U U 18 z W w WCT 8"x6" REDUCER (MJ)5NSTRU 44 LF I _ w 90' BEND (MJ) � Z � ■ U � 8" WATER MAIN 6" VALVE (MJxFLG) SSMH D-3 - ,,,,„ CONST. 20 LF. 6" WATER MAIN WHIRLWIND M Z 7+36.58 FIRE HYDRANT [MERIDIAN W8] W o co ----- 4„ 38' ? ui J 7 El 2567.64 O NOT USED 35 Lc� - I W. USTICK RD. NI 3 (III II v Lc J 2 __-__ 7+07.88 w� I - ---- 4' 26'R 1 INDEX MAP �S�ONAL FNci ww - EI 2568.04 I 1»=200' ENSFO = 00 / J � ; 06/13/2023-Tm � ° 20218 ----- Ld m I ----- 6+82.76 1 vN9� - O - 4 25'R El 2567.88 O F OF � 6+76.94 e ; __- 30 0 15 30 60 WATER METER LEGEND tiq B vN�'P LINE C 35 4" 31'L I " (PER CITY OF MERIDIAN STANDARD DRAWINGS W1,W2,W3 h SEE SHEET 5.2 °° El 2567.55 a 5.0' & W5) Oo 0 L- ate_ _ - ------ 6+57.s3 SCALE IN FEET 0 o°°°°d °°o°°°o°°°o°°oo°o°�� _ __ LOCATION PER MERIDIAN SD-W9 IF METER SHARES LOT CHECKED BY: �5' o ° 000W. ou0000000° O°°� T ; 4.0, 4" 25'R I" 1"=30' LINE WITH FIRE HYDRANT. 0° 000° 000000000000 00°0 „ DAVID A. BAILEY P.E. �__-- _ _ EI 2567.73 DRAWN BY: --'_1•_ 24 0° 0°0°0 000000000000000 n34 6+311 51.81 3 4" DOUBLE METER SERVICE JCM ZJM O 0°° °O°°00°0000ab000 N JZ ` 0° 000 °°°0000°0000°°°CONSTRUCT 15 El 2567.39` I I / / I ---� - o0 000 0000000000oo o �� -- _`L___ Nn R ' O WITH 3/4" METER SETTERS Q Uj " s ° °O° °°°°°°°°°°°°°° 8 WATER MAIN 6+34.4 ; I ----- 3/4" SINGLE METER SERVICE O °°° °O°°O°°O°°O°°° d �� ro0 000�1b00000000000 ° �� o0 000 000000000000 00 000 4 T---- --- z 25 °O 33 4 31 L 1 _ _____ 6+28.26 WITH 3/4' METER SETTER \ W ooAo°° 0000000000000000 0 000 0000000000000000 w L-1 Y N_ p° °° 000 00000000000° 000 El 2567.28 4" 25 R SERVICE MARKERS TO BE PROVIDED PER MERIDIAN SD X z = °°° °° 00000000000 EI 2567.55 __ -J o0 000 0 000 °°0000 000 L- - W 3(n2 0 s�o 000f, o0�cp 00°°O°°O°p, ° _ --- SW-3. a s - SSMH C-1 O° 000 ° O°0000° O°° o O 0°° ° °°O °O°00°00°0 --- NOTE: W 0 L`' � 2+07.60 °° °°° °° °°°°)D 00 ° w ° ° °O0 °°°°°OO°°°° 0000 °° 6+09.44 THE CITY OF MERIDIAN REQUIRES THAT ALL WATER METERS I , 4 271 26 ° °°° °°°°°°°°°°°°°°°° 32 4uuu, " 31'L �____ _ °O°°° °° 0 00 00 000 - AND WATERWORKS BRASS BE ANSI/NSF 61 CERTIFIED. Z El 2565.13 O O O O O O0 O°°O°O EI 2567.13 q 8 PVC 00.629' 2 s " O O O O O O O O O O O ; ACONSTRUCT 63 LF ; ---�- s�0 0° ° °°O 00°00°� a L_ -4L--- I l J NOTE: a a I O°0000 0000°00°0000 000 _ ___ " 0000o000000 0000 - 6 00 - - 0 0 8 WATER MAIN- s � 2+27.40 ooc °°°°°°0000��° 5+89.44 -- - ALL SEWER MANHOLES ARE TO BE 48" INNER DIAMETER, of of - ---_1_ 4" 27'L 27 0°0000 °00 o O CONSTRUCT 216 LF 31 4" 31'L ____ _ _ V CONSTRUCTED PER ISPWC SD-501. z 1 s ° °° °I » a o O " El 2565.21 s-00 0g o 0 0 0 0 is_ WATER MAIN 0 O El 2567.00 ; ° ° ° - �- �- - • ° H � m THE SLOPE AND LENGTH OF SEWER MAIN IS CALCULATED � FROM INSIDE FACE OF MANHOLE TO INSIDE FACE OF ° °O° °° ° °°° °°° / MANHOLE. N --- 8» PVC ®0.429' �--- � 0000°° °° ° 0000° °°° �-- T 7' __1 2+47.60 o 5+69.34 w EL 2 q5' - i- 4" 27'L 28 30 4" 31,L ` L---- -�- M M 2 1 / / ALL SEWER SERVICES ARE TO BE 4" DIA, PER ISPWC N N EI 2565.30 EI 2566.88 q � L_ 1 22 SD-511A, CONSTRUCTED AT 2.00% MINIMUM SLOPE. CONSTRUCT 30 LF -__ - 2 -o o so 3° --- -- (CONSTRUCT 5 LF w a N N 8" WATER MAIN 8" WATER MAIN *SEWER SERVICE MUST BE CONSTRUCTED W/ CLASS N 1 1 3 1 / 200 (SDR-21) PIPE. SEE WATER NOTE 3. Ld/�/ 0 0 0 A - o:: Z w w w w w w w w w w w 6 m N M U 9 O / o• N TWI ST R _SSMH D-1 _ _ _ 1 -_ _ _ o _ _ _ _ o _ --- _ SSMH D 2 NOTE: ALL WATER MAIN IS TO BE BLUE ANSI/AWWA C-900 DR18, s $ sus a �� s s�3 $ + ' / s 8 PER CITY OF MERIDIAN ISPWC SUPPLEMENTAL. W O r7 I I I I ,n I 4 s as s as <_ as as o f I i • I i I p ALL WATER SERVICE PIPE IS TO BE ULTRA HIGH MOLECULAR L I ,ri I ;1p�. % WEIGHT POLYETHYLENE PIPE SIDR 7, CLASS 200, PER CITY OF MERIDIAN ISPWC SUPPLEMENTAL. I 1 I °° I ° ° i ILL 5 �ONSTRUCT 5 LF � �; ---- o �, ° --=8" PVC ®0.42� �, N _ _` 15 BENCH MARKS 6M TBM O » o. Lq o c0 co _co I cfl _co co 8 WATER MAIN o Lo �- I C N N N N M N N 'o SEE COVER SHEET 1.0 FOR BENCHMARK INFORMATION 0 T 0 4 7 r i�r w 8 w O li d w 10 11 -w 12 �c�w 1 ya w O6 dLF= 0 � � o q - CONSTRUCT 4 LF 17 8" WATER MAIN ci PI PI PI =PI PI PI M PI PI PI PI PI PI __ 0 C Z O Q J 2577 2577 z w 3 00 UJI z 00 00 Wa) II 0) 0) 00 °0 00 't A SSM D-3 257 O ^ M M M o Ld 2574 0 1 0) 0; Lo � � � �to 00� ui 6 (o RIM:2 70.22 Q N rn co co IN OUT:2566.7 8 W U � �pN N � � � N2MNZ Z0 in0NOCDN .. I � � � � N » 0 M tD N N IN OUT:2567. 8 4 S F- H > > > 2NNZ 0 2+NZZD U) V) Z Z > 44 � Q .. 3 *STA: 6+09. * . 257 cn cn X _ 3 vJI z z " 2571 EXISTING GRADE 4 SS O H2 ELEV: 2567 00 -- - - - - --- -- - - --- - 3 *ST 6+51.81 Q� -- - - - - ---- -- - - E 2567.11 Q3 *STA: 3+91.09 *STA: 4+ 5.00 4" S O H2O 3 *STA: 6+76.94 256 FINAL G ADE ELEV: 256 .61 '25 3 ELEV: 2567.27 O 3 ELEV. 2565.41 3 4"SS-0-SID El •SS SD ELEV: 2 66.72 4w SS O H2O 2568 4" SS 40 SD ---- 4" SS 10 H2O W ---- 256 8 W 2565Ll W I 0*STA: 5+6 9.34 198 LF 8" PVC 0.627.Q f 0 248 LF " PVC ®0.4 � ELEV. 256 .60 (202 LF C-C) 4" SS O 120 256 252 LF C- 2562 DATE: 09-20-2022 LF 8" PVC 00.42 Q PROJECT: (82 LF c c) 3 S e w e r i n e D R O F E 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 CONSTRUCT 48 LF 1 .5" P-IRR PIPE ZLCONSTRUCT 58 LF ; N. LINDER RD. LEGEND = Q M CONSTRUCT 66 LF 4" C-900 SLEEVE 1.5" PIRR PIPE Q ,' N CONSTRUCT 172 LF (2) 1 .5" P-IRR VALVES » --- -- --- SUBDIVISION BOUNDARY LINE '� V N 1.5 PIRR PIPE CONSTRUCT 1 LF _ -1.5 TEE- _ _ _ _ _ _ _ 1.5 PIRR PIPE - CENTERLINE -------------------------------------------------------- --------------------------------------- --1 . 1 .2 5• ELBOW---------------- -------------------------- -3---1_.5"_PIRR PIPE_- - = C'i w co --------------------- ---------------------- --------------------- -----------------____ _________________________ -PIPE-- - -WAY LINE - -- N L LOT LINE 4) -- - CONSTRUCT 45 F Zj � Z -- -- -- -- - -- _1.5" PIRR PIPE - ____ __========_=== _____________ _ I BLOCK 2 7 " PI CONST. PRESSURE IRRIGATION LINE a 1.5 11.25° ELBOW - 1.5 11.25' ELBOW• - -- -- -- -- -- 1.5 45 ELBOW - a 1.5" 90' ELBOW 1.5" TEE WITH IRRIGATION RISER N ' I - � _ R ERR III � �R IRR IRR � �< � ` I ® GATE VALVE W/RISER W Z ° ------------ ( ) \tt, 0 MAINLINE DRAIN W U) °000 6 -- - - --- � ' as as - ,6 W °°a, O 3 1.5" CONSTRUCT 23 LF w 11 .25' ELBOW �, O AIR RELEASE VALVE Z 1.5 PIRR PIPE .� ° 1.5 PIRR PIPE 1.5 11.25' ELBOW---_-- o°o l -� CONSTRUCT 4 LF CONSTRUCT 124 LF CONSTRUCT 3 LF 18 ' ° iii Z O JI I 1 .5" PIRR PIPE °°° ° 00000000�00000 , ' �+ W a 000 3 °°O o 0000000 °O°� - 1.5" PIRR PIPE - F= F- I - - I III J c~n � I 1)1) 5 I r7 21 000 00000000 OOOOb 3 ------ - --- KEYNOTES uiLd 0 0 0 O "0"0"0" O O O 000 O o 000 O 0000000 000 20 ,' 00 -- - - ---- N 000 ° ooOOOOOo 0000000 °°O° ° j O __�- 19 -1 ,I I° iii 01 INSTALL DRAIN - SEE DETAIL THIS SHEET V llwl^� M n -ooc _L I O O o00 00000000� o0000 a °°°d O O Y 1.5 45° ELBOW • �°°° °°°°°°°°'m°°°°° � CONSTRUCT 61 LF ' 000 -� oo °boo 0 0000000 00o I ° I III I ooc o o (� o00 00000000 00000 o-= I 000I_ O 00 000 O 0000000 000 25° ELBOW » 3 ______ 1 i III 2 INSTALL AIR VENT - SEE DETAIL THIS SHEET OOo9 4 - �- �� p 000 OOOO0000 000 ,0 3 - --- 1.5 PIRR PIPE R� 8 � � 0000000 000� 1.5 11. , CONSTRUCT 142 LF °� O CONSTRUCT 64 LF CONSTRUCT 26TLF �r-�� ' OOc p I i III Q3 NOT USED S�pNAL FN 1.5 PIRR PIPE 9 00O - Z o 1.5 PIRR PIPE N 1 .5 P-IRR PIPE CONSTRUCT' 4 LF G� _H ro i i I II ooc W of a I o " " " 3 I ENS I °00l 3 N O 10.0 .5 11.25° ELBOW So/ 4 C-900 SLEEVE 1.5 PIRR PIPE CONSTRUCT 123 LF I I` iii ® NOT USED o� ��G FO FF 00 0 o �bo " » I O (2) 1 .5 P-IRR VALVES 1.5 PIRR PIPE' 1 l I iii / 06/13/2023 �' 0000lI a - VY 0 00 0 1 - ------ I III 00q C) - O o 00 °< w w w w�-w w w tw w1 w I I III SILL ' °° MORNING SKY! LN n17 - I I° 111 / N202180 coo __ _ _ CO-) _ 0 0 o m �� - - - - - -I - - - - - - -- J I III % I °°°9 ° ° ` CONSTRUCT 60 LF- I III - toop F of Q. '^ O o b^ �' s s s s s s-L s s ❑ -'lin u ° I I III NOTES 9 QP 00c V I -- x �; THRUST BLOCKS TO BE PROVIDED PER ISPWC SD 403 AT ALL oo°od U J 2 I o °0 5�' /5 5° S° 5° °5 1.5" PIRR PIPE -aS as I ----- i iii ; " FITTINGS AND VALVES. NOTIFY DESIGN ENGINEER TO WITNESS qh�g puN I000 U - _ CONSTRUCT 19 LF 01 THRUST BLOCK CONSTRUCTION. MIN 24 HOURS NOTICE REQ. 000l 3 ti - as - o I III % 000 Q _ 1.5" PIRR PIPE _ 00a J o CONSTRUCT 78 LF b a a 3 III CHECKED BY: 000 --- --- - 1.5 90° ELBOW 0 0 0 O 1.5" PIRR PIPE 3 - ---- a n23 35 J I ''°1 DAVID A. BAILEY P.E. nn R I II I a SD- III II ; i iii DRAWN BY: 0o Oo0 00000000000o Ooo JCM _____ /I Ill 4" TEE °� 00 000 000000000000 O� ° ��__ o 000 00000000000000 0 -- a - ------ I III 0 000� 00000000000 000� 7 / II III O o0" 0000000000000000 / ° � i I ti= o0 000 000000000000 Ooo o oo0 0000000000000000 ° ---- 00 000 000000000000 000 34 . - I I III ° 0 000 000000000000r0000 _- I III Z ` o0 000 000000000000 00o I I ti ° u� r J 0 000 0000000000001000o I II I 000000000000 000 -�--- _-- __ o 000 0000000000000000 a W CONSTRUCT 51 LF - ' HII II I 1 u l M M roo Oo0-110 0 00 0 0 0OO000 Ooo� - I III a M M M -� 00 00°O 000000000000 00°O °r---- I N I III O Y o 000 0000000000000000 ------- i ^ W 0 1 .5" P-IRR PIPE N MORNIN SKY AVE N MORNING SKY N 25 0°�000 °°oo°oo°oo°00000° O - i III_ _ _ _ a � o° 000 °o o°°o°0000000000 ° 33 1.5" 22.50° ELBOW ! �I I Q o z 4" C-900 SLEEVE - _ _ _ _ _ 00 000 O 000 000000 000 J S S II S 3N __ CONSTRUCT 95 LF o0 00°0�O°O�i 000...00°" ° CONSTRUCT 95 LF�- (2) 1 .5" P-IRR VALVES -� O 000 O 000 OOO-000000 » I I a s CONSTRUCT 33 LF- 1.5 PIRR PIPE 1.5 PIRR PIPE 00 000 00 0000000 000 I ► a „ o 000 00000000000 0000 / p p -9 - 26 O 000 0000000000000000 - - ; /1 .5 P-IRR PIPE ° � L000000000000�000 ___-- , u„ 0 00000 00 0 00 00 00o W W` o 00 0 00 000000 I I Z Z ,� (�2) 9 / ' 4 C-900 SLEEVE _ 4� 14 i I I o Q o000o O o0 00o a „ 000000c�4 L_ (2) 1.5 P-IRR VALVES I ___ _ _- 000000 000000000000 OOo -- a s o 0 0 000 000000000000, 0000 ✓ p = _ -- - -- - - - �= o00000 00000000000o Ooo „ T -- I I - o�000 0 0°000 0000 4 E q __ - I I I W U U 1 a ---- I_ o00000 00 00 0 000 /� �__ 3 I - I 27 0 000 00 0 000 0000 ( 31 1 �li---- - - � U I 1 j j � W � a a O b o00 °oo ° o0 000 0-- ------ -- ° ° 0000°� °OO O00 CONSTRUCT 10 LF 3 I / ; / i i U N 04 04 Ooo® ° O O O 0 000 ° o0 0 °o 000 000 '� N CONSTRUCT 83 LF 0000 a 4 - F - --- - I - a --i 000000 00 00 O 00 000 1.5 PIRR PIPE _--- j �! m N w Q �n 1.5 PIRR PIPE O _ 1_ + I I N o N N I00 3 � i I I - --- - 000 I -- - -- 2 I 28 Q CONSTRUCT 35 LF 3 / I ' l i W 0 0 00 - O ---1- " „ I% I O 000 Y of CONSTRUCT 137 LF - - - 1 .5 90' ELBOW o 1 .5 P-IRR PIPE 22 / f \� I Z a r) o0oc " I I U -- ---I A I I I I 4 C-900 SLEEVE 0°0 3 - - r- 1.5 PIRR PIPE 1.5 90° ELBOW 00 I -j O 3 I �__ _ __ I CONSTRUCT 60 LF (2) 1 .5 P-IRR VALVES 000 _� J 3 °1 w w w w w „ l j I III 0000� 5 - I r 1 - 1.5" PIRR PIPE TWIST R - (2) 1 .5 22.5• ELBOWS - / ; ' II I °O O - - - - - - - - - - ------ °O °' J i CONSTRUCT 173 LF 1.5 90' ELBOW 000 3 r - T- - S S S S S s s S S SAS 5�-S 5 0 III 000° as a as as � i� w 1.5" PIRR PIPE.. 00o L v° III ll 1 CONSTRUCT 44 LF III L.L 1.5" PIRR PIPE I = _CONSTRUCT 30 LF 5 I - =-=- CONSTRUCT 56 LF - CONSTRUCT 2 LF 15 " r O ., » I o 1.5 PIRR PIPE as \ I L I 1.5 PIRR PIPE 1.5 PIRR PIPE T 11 12 13 / 7 1.5" TEE I z LL - - - - - - -J� L- 1 - ri T / a 111 0 r� _ 0 - -- �'-- -- - -- -- -- -- - -�- III NMID T PROVIDE 152L III ® II 1.5 TEE , SERVIC - COORDINATE III r 1 .5" 90° ELBOW ; ; l l CONSTRUCT 79 LF 1.5" TEE CONSTRUCT 132 LF Q CONN TION TO SERVICE ll l 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 yy� Ip III o 1.5" PIRR PIPE i i 4" C-900 SLEEVE 1.5" 11.25' ELBOW (2) 1 .5" P-IRR VALVES I I i i iii II 11 III � DOMESTIC WATER METER 1 Y2 " CURB STOP BALL Plans Are Accepted For Public BOX COVER. OBLITERATE VALVE SUCH AS FORD WORDS "WATER METER" B11-666SW DOMESTIC WATER METER AIR RELEASE VALVE Street Construction FROM LID. FORD NO. X43 BOX COVER OBLITERATE 1 Y2 " 200 PSI RATED CAST IRON WITH 13 Y2 WORDS "WATER METER" OR EQUIVALENT By stamping and signing the improvement plans, the Registered W LOCKING LIDS FORD NO. X43 CAST IRON Engineer ensures the District that the plans conform to all District WITH 13 LOCKING LIDS 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 \ \ \ 6'� BY DATE: 20" PVC \\\\\\\\\\ Z " " " 1 ADA COUNTY HIGHWAY DISTRICT O 20" PVC 0 3" SDR 21 PVC RISER EXTED 18 ABOVE GROUND \\ \ - \ \\ Q 3 x 4 x 6 CINDER BLOCK (OR EQUAL) • N - 2 Q3 1.5" x 1" SADDLE MINIMUM (../' ►'LE �u�i�l APPROVED FOR \ /\ /\ /\ a a /\ \ / \/\/\/ /\ �2 ® 1.5" MAIN LINE MINIMUM iowNo ''"'' ' ''�"' CONSTRUCTION �,�J \ \ \\ \\ \\ a a \\ \\ " 4,, ,, ,, ,, �j/�j/�j/ �j// Q5 8 x 1 BRASS NIPPLE `�� ®R �>� `,. <� � , �\\\\\\\\\ \\\\\� © 6" x 1" 200 PSI POLY 18" ABOVE GROUND 1 These plans and/or specifications have been reviewed for j �j / Q 1" BRASS CURB STOP compliance with Meridian City Standards and Specifications. BRASS /� / / MIN 1 CU. YD. \/\/\/ /\/� ® ROCK CHIPS 3 This review does not relieve the owner, engineer, or contractor PIPE / DRAIN ROCK TO \/\\ \\ \\ a a a \\ \\ 7 \\ BOTTOM OF VALVE /�� ' MIN 1 CU. YD. Q9 3" FEMALE ADD. 4 of the responsibility to design and/or construct those facilities �j FOR SUPPORT \�\� \ DRAIN ROCK TO ® LOCATOR WIRE in compliance with all current applicable federal, state and local 0. \/ \\ \ \ \ \ \ \ \ BOTTOM OF VALVE g laws, rules, regulations, ordinances, development agreements, Q1 3" PVC PLUG FOR SUPPORT ® MARKER STEEL " T" POST 5 specifications, orders or approvals, all of which the City retains DATE: 8 the right to enforce. Inconsistencies not noted by City staff shall 09-20-2022 DRAIN VALVE DETAIL not be construed as approved unless specifically addressed PROJECT: in writing by the City. Any proposed revision to these plans must C2020-018 NOT TO SCALE AIR VENT STATION DETAIL NA ID "MODIFIED" TYPE A RISER SERVICE DETAIL 30 0 15 30 60 be submitted for review and compliance with the Meridian City SHEET NOT TO SCALE Standards and Specifications before said revision is constructed. SCALE IN FEET Name Date 1"=30' 1 6@1 oj / O I 0 Q O E. PI PI PI PI PI IIII II n� _ I I I �,�� \ I I I = I - ° ° ° ° 0 oSQo 0 0 0 0 � � `II'� \ / � � KEYNOTES NOTE: co so O O o o a o �o 0 0 0 0 0 0 0 0 0 0 0 0 o uo0o°0°0° IQ I Q ° ° ° ° ° ° ° ° ° ° ° °n°n° 3 p/ \ I I FOR ELEVATIONS SEE PROFILE VIEW EACH SHEET o 0000u0000- �o�Oo o°�o�o�0 0 0 0 0 0 0 0 ° O O — — ---- a 9 �I 111 / I I ■� N '— ° ° ° ° ° ° ° ° ° ° ° ° ° ° —p SEE PLAN VIEW EACH SHEET FOR MANHOLE LAYOUT 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 �0000000000°0 --- /v 0 „ EX. MH 6 I / I , 10 CORE DRILL EXISTING BOX & CONNECT PER ---- - - 0 000 000000 �-00�0�0�0000 - I - N I J I ZF o° 0°°° °0°°°0 0°00° °0�0°0°� " Z i1i 1\ / i i ISPWC SECTION 602.3.4. FIELD VERIFY = C'3 wco " ----— o0 0 0 00 ouo ououo u ou0000�000000000000 --- — I �� Z ~ o 0 0 0 0 0 0 0 0 0 0 °°° °°°° °6.0 °°0❑°°°°o�❑°°°°°°°°° ELEVATIONS PRIOR TO CONSTRUCTION. MATCH °°° ',Co. °°°°°°°°°° °°°°°° �1111 EXISTING INVERT TO WEST. I O o 0 0 0 0 0 0 0 0 0 0 0°� o " s s I I I EXPANDED METAL LID Z C o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 04�0 1 I s / c ----- 0° 00 0°0° 0000 0 0°0°0°0°0°0°0°0°0°0°0 --- — I(� 1 \ c I ATTACH SECURELY TOP OF GRATE ELEV /1� Z 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 -- III I ��II W o 0 ouououououououououououououououou0uououo 11 N °o a o 000°00 00000000o'o000000000o0000000000 / III / a R I 7 TO CONCRETE RIM SEE PLAN a o < o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0� " \ %/ " uo ouo oo°o°o°o 0°0°0°0°o°0°o°0°0°0°0°0°0°0°0°o I� III WITH 5/8" BOLT AND �J IN ----- 0 0�0 0 0 0 0 0 0 0 0 ° ° 0 0 0 0 0 0 0 0 0 0 --- --- _ _____ I l I //� 0Q CORE DRILL EXISTING MANHOLE & CONNECT PER LARGE ASHER 16�� 6" M s -- — o 0 000000000 000000o0000000000 000000000 0 0--0-�� 0 se-e-----0 o a III 0° a0° °0°0°0°0°0°0°0°0°0°°°0°°°°°o°0 0°0°°°0°° I�� III ISPWC SECTION 602.3.4. FIELD VERIFY — IJ F PI _ o° °04, °o°o°oou00000u0o0o0u0o0u0o°0000u0o0u0 °o � III ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° `� - ;^ °I III a ELEVATIONS PRIOR TO CONSTRUCTION. FINISHED GROUND ELEV. = Z 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 - s III I a r ® o o oho o nsO o 0 0 0�0„0„0„0„0�0 o " ❑ ❑ ❑ ° ,❑ ° ❑ ,❑ ----- P, P, " I ^I ii 12 SDR-35 I° COORDINATE W NMID SEE PLAN F ° I III \ \\ VARIES SEE PLAN W u GROUT EXISTING WEST INVERT. �+ O GIRR MH 5 i ii �� \\\ Z w " -- \ — I ii III is ■� U J I I �n III i ii 1'-0" SUMP Z w co - IIII II 11 I I III Q 00 N -- I III i ii J ccnn o I ---- — w w Z I III ♦♦?++ �' Q 5 II iii r N I nn n III z III ° III BOX INV. = LOWEST J I u 1 I ii NOTE: PIPE INV. — 1'-0" �SVONAL ---- — o _ — ® I / I ii� IIu �� ENS ALL IRRIGATION MANHOLES ARE TO BE MINIMUM 48" DIA. PRECAST PER p �� F� F I.S.P.W.C. SD-613A WITH A 1' SUMP, UNLESS OTHERWISE SPECIFIED. Q� I u II I 0 I III � 06/13/2023 II I II II II II II I II II II II II � I III �� I II II I FOR ELEVATIONS SEE PROFILE AND PLAN THIS SHEET �� I 20218 I I III 12 SDR-35 I IIII I N O � � I ° I I I \ III I < w w w �w w wl w w w III — — ° . I I I PRECAST MANHOLES REQUIRE KOR N SEAL FLEXIBLE CONNECTIONS OR O — _ — — —_ 1111 \ I P rl IIII I APPROVED (BY DESIGN ENGINEER, IN WRITING) EQUIVALENT. `gyp 9 F I�t" P ----- III I �� (� III \ y `G s s s s s s s ��a�+ IIII III F TYP. IRRIGATION MANHOLE N I _ Ilu CHECKED BY: 1 \\ �� \ I 16'I CROSS SECTION DAVID A. BAILEY P.E. \\ \ \ l it i \ �i NOT TO SCALE DRAWN BY: JBD II 11 I III � I a� �_ , � a \ • I I \ s I I I p o \ y \ I z J @ \ \P' _y d� ,\ BPS �� - - 00 plI \ I III 0- - G� I j III O - O ��-�� r,—GIRR Mk 3 I III W I�iii III - , \ BLOVf\ JP a \\ I III \ III \ Z \\ I I II I III \ LI II \ I I \I Ea __ -------- ----------- I CA W' \ R MH 1 �; -A .. ®III / � '�� Z W \ L- - - / \ 12" \SDR-35 \ \ - - - - ---®_----------------------- -----= ® 1,2» SDR-35 I L-- - - N — - -- - p -n= — ----------- ----- ------°-----°--- -------- - � � i -L---_-- -yam ---- ----'- ----------- ---- ===------ - ----------- __----------------_------ - _ --------------- ---- - ---------- ------------- O O d' z N 2 EX. CREASON MH GIRR MH 2 30 0 15 30 60 W W. USTICK RD. _w . _ • SCALE IN FEET J 1"=30' LjL — _ z - - ° O \ ----- 0 o Z a o 258 2580 CL Z W (n 7 W W W� N � L Z (na0 ? N 3 N O C'4 N � N ZN � � O O 2577 M x N �, 2577 a0 O N � O�ON _ OIL � Ih � � N (DLo � Lo DO � co (D 10 Lo N00 � 1f) � � � C � c � N 1- F- H QQO Lo LO N cO LN N c� LOIlO (oL _ + +� » H Z Q L�IO � N N t- = ►7 � NH r+') � � I.f) � � N � Lo04 O 00 O / ^ 257 zzz � � � zz li Zo nth - - - — 2574 W (n � - - - 0u.) E — � � a � » FINAL GRADE W � .. Z Z � t � Z (2' MIN COVER) C9 (n 257 — —— —— — _ 2571 EXISTING GRADE I O 10 F 12" SDR 35 ® 0.229 256 2568 11 LT 12 — I I I I - 0 2 ul Q I I 256 I " SuR 31 LF 12" 2565 V GIRR MH SDR-3 ® 0.22% " I sTA:2+16. 8 0 PAW GIRR P R FILE DATE: 09-20-2022 RIM:2571. 9 H R: 1 "_ O' PROJECT: I INV IN:25 6.76 12"E c2o20-018 L J INV OUT:2 67.77 12»S ER: 1 "_ 25 256?+-4- 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 2 o � LEGEND - Q N SUBDIVISION BOUNDARY LINE — J N CENTERLINE Z Fco L RIGHT-OF-WAY LINE Z LOT LINE QJ •= a PI CONST. PRESSURE IRRIGATION LINE WITH IRRIGATION RISER W Z W ® GATE VALVE W/RISER W 0MAINLINE DRAIN W w � — w G AIR RELEASE VALVE ■E = #77777C STREET LIGHT NUMBER Z a n co N. LINDER RD. 5 ui o ww NOTE: V w UNLESS OTHERWISE SPECIFIED, STREET LIGHTS ARE TO BE ------------- -------------- ------------------ TYPE 2 PER MERIDIAN STANDARD DRAWINGS T1 & T2. 7==7=T------_________ t168C _--_ — — —_ _ --_—_---_----------_ 0 , STREET LIGHTS ARE TO BE INSTALLED PER CURRENT CITY �#56174C — — � — == = = = = = = = = = = — = = = = = = = = = = = - - _ - - - - - OF MERIDIAN SUPPLEMENTAL SPECIFICATIONS. ENSBLOCK 2O — — — /13/2023 #56 I I A#56175C \ �� 0 �� P \ I �0 F 0 F CHECKED BY: 18 I III STREET LIGHTING DAVID A. BAILEY P.E. 1. All street light construction shall be done in accordance with the DRAWN BY: current version of the ISPWC, the Meridian Supplemental Specifications JCM J M 21 20 I - a III to the ISPWC, and the National Electric Code. III 2. A street lighting electrical permit shall be opened prior to starting O19 I III work. Use the online Citizen Portal at F-: U I Z I III III https://citizenportal.meridiancity.org/CitizenAccess/ to open a permit _ I and request inspections. 8 � O - I 1 I O . J "I U — _ I I 3. Installation will require inspections for the concrete base reinforcing, bedding, backfill, and for the pole and associated wiring. 9 I Z 1 — — -- — — — — — - - — - - — — U R' I III 4. Streeti light bases shall be located 10'min. from trees, from fire N LL.I o I - - — #56173C Q g } z O3 (� / \ T I III hydrants and 2'min. from water meters. 3 5. Keep accurate notes of conduit, junction box locations. Attach a = z Z Q J 0 / Q 1 I III redlined as built drawing of this plan sheet to the street lighting ¢ o 0 _ _N MORNING SKY LN _ V) I III electrical permit, or submit a hard copy to the Meridian Public Works " - - _ 17 U I i III Department prior to requesting final inspection. Z Z UJ UJ O / #56172C III III 6. Contact the City Transportation and Utility Coordinator (208) 898 5500 o g r - — for questions regarding Utility Conflicts, or to access locked meter a W o 0 U I a III pedestals. FUJQ Q 7. All streetlight components shall be constructed within the W o I p N re) re) e — I right-of-way. 0 0 0 O 4 I I 23 35 III I R, I ,,-111 w W I I cl I,°1 III cno �' NN #56167C � I a- a_ a_ (L a_ I — I J L — — > 1 I I I — — I ° I III _ oo W p 24 34 1 III III STREETLIGHT CONDUIT IS TO BE � Z "' I III LOCATED WITHIN RIGHT-OF-WAY. — — — — — — — — - — — — -J JI — J I CONTRACTOR TO PROVIDE - — rn i I III AS-BUILT CONDUIT LOCATIONS Z i - — I W I I — + - ___%__ _ _,,' ,�'i I III N�LUSION INDESIGN NRECORD DRAWINGS. DIGLINE PHONE #1-800-342-1585 Q N MORNING SKY AVE — _ N MORNING SKY LN GINEER FOR Ya II 25 ° 33 II w — - - - - - - - - - O Q#56169C _ BLOCK 3 L I _ I I 14 ;ice II o W I L - 1 — — rr ^^ O4 �`' — 1 � � ,' m I I � j I o o F - - I I U) <I L L I — �. _ � a_ EL IE a_ a_la_ L — 2 \ Z � I — - - - - - - � — � � — - - - - - - - - - -J - - U 3 I- I / I O O I - �I 5 J J O I r� N -I- - - L TWISTER LN I —I I II � 4 I I II III —I #56171 C I ' 4 a o #56166C0 O5 r — 56170C o � t , 15 I I 4 I IIIIII II i o 7 $ 9 10 11 12 13 �' I III l OF==J - � - - I III BLOCK A#56176C I Plans Are Accepted For Public — — — — — — — — — — — — Street Construction By stamping and signing the improvement plans, the Registered �90' III Engineer ensures the District that the plans conform to all District ' w < n� policies and standards. Variances or waivers must be specifical— ly and previously approved by the District in writing. Acceptance III of the improvement plans by the District does not relieve the 1i�Z'G II III Registered Engineer of these responsibilities. BY DATE: II I II II I III ADA COUNTY HIGHWAY DISTRICT O C%Vl E IDIAN APPROVED FOR W �� 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