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Home My WebLink AboutCC - Submittal Set SEWER Q p U 1. Construction of the sewer system shall conform to the standards in the GENERAL LEGEND DEVELOPMENT PLANS FOR N oZ Wastewater Rules (IDAPA 58.1.16) as well as the standards and specifications (Q �o referred to in General Construction Note No. 1. 55 EXISTING SEWER LINE C E NTE RVILLE SUBDIVISION NO 1 J 2. The horizontal separation of potable water mains and non-potable water mains w EXISTING WATER LINE (sanitary sewer, storm drain, and irrigation) shall be a minimum of ten (10) Z 3 NEW STORM DRAIN LOCATED IN THE NW 1/4 OF THE NE 1/4 OF 3 feet. Where it is necessary for a potable water main and non-potable water w ww Z NEW WATER LINE SECTION 33, T.3N., R.1W., B.M., Z main to cross with less than eighteen (18) inches of vertical separation, the s s s NEW SEWER LINE CITY OF MERIDIAN, ADA COUNTY, IDAHO a crossing shall be constructed in accordance with Section 542.07 of the Idaho _ o PI_ PI PI NEW PRESSURE IRRIGATION LINE 2023 Rules for Public Drinking Water Systems (IDAPA 58.01.08) and Section 430.02 W/SERVICE = Z Lu GENERAL of the Wastewater Rules (IDAPA 58.01.16). W x x x x x x EXISTING FENCE CC U) 1. All construction work shall be done in accordance with the current version of the Idaho Standards for Public Works Construction 3. The horizontal separation of non-potable services and potable water services or ER EP n W L EXISTING EDGE OF PAVEMENT •• � w (ISPWC), the Cityof Meridian Supplemental Specifications to the ISPWC and an addendums , Meridian Design Standards, the potable water mains shall be a minimum of six (6) feet. Where it is necessary I ^ , O t Z LOU, NEW EDGE OF PAVEMENT requirements of the Ada County Highway District (ACHD), and/or the requirements of the Idaho Transportation Department (ITD). The for a potable water main and non-potable water main to cross with less than �j SHELBURNE \1 'cc eighteen 18 inches of vertical separation, the crossing shall be constructed in _________________________ SAW CUT LINE :j SUBDIVISION Z more stringent of any of these standards shall be the controlling standards or specifications. 9 ( ) P 9 I..accordance with Section 542.07 of the Idaho Rules for Public Drinking Water -""--- BOUNDARY LINE � o L� Q co -"-" - jj \\ 2. The Contractor shall have a copy of the latest City of Meridian Standard Specifications and Drawings on site or readily accessible at _J ( - all times during construction (available on the website). Failure to have access to a current copy of the Standard Specifications on site Systems (IDAPA 58.01.08) and Section 430.02 of the Wastewater Rules (IDAPA ---------- ROADWAY CENTER LINE \ 5 could be grounds for a stop work order until the situation is resolved. 58.01.16). ROADWAY RIGHT-OF-WAY V w 3. The Contractor shall have plans stamped 'Approved for Construction" the City of Meridian on site at all times. 4. Place sewer service lines in a six 6 inch diameter water class pipe sleeve ------------ EASEMENT BOUNDARY j P P PP Y Y ( ) P�P 4. All Contractors, Subcontractors, and Utility Contractors shall attend a pre-construction conference prior to start of work. wherever the service line crosses a storm water treatment facility (i.e., seepage LOT LINE i v 5. Contractors shall notifythe appropriate a enc when materials are on site or inspection of the work is agency P beds, drainage swales). =)470---- EXISTING CONTOUR o NAL required. No work may begin on any project without Twenty Four (24) hour prior notice. 600-� FINAL GRADE CONTOUR 0CSO\STFQN0�7iF 6. Contactor shall notify the Public Works Inspector 48 hours prior to the required testing. The Contractor may not open or close water WATER Q ELEVATION © STATION Q� Q- valves. � 04/27/2023 7. All material furnished on, or for the project must meet the minimum requirements of the approving agencies. At the request of the 1. Construction of the water system shall conform to the standards in the "Idaho STATION POINT (TOP BACK OF ROLLED P J q PP 9 9 q jj o 17882 Rules for Public Drinking Water Systems IDAPA 58.01.08 as well as the standards ELEVATION CURB UNLESS OTHERWISE NOTED) approving agency or the Design Engineer, Contractors shall furnish proof that all materials installed on this project meet the g ( ) = SHELBURNE TBRC BACK EDGE RIBBON CURB s specifications referred to in General Construction Note No specification requirements set forth in General Construction Note No. 1. and . 1. SOUTH 9T G P qTVC = TOP BACK VERTICAL CURB � F OF �� 2. The horizontal separation of potable water mains and non-potable water mains SUBDIVISION \ F �Q) 8. Work subject to approval by any governmental agency must be approved prior to (A) backfilling trenches for pipe; (B) placing of TRC = TOP BACK ROLLED CURB ��N S. CAP aggregate base; (C) placing of concrete; (D) placing of asphalt paving. (sanitary sewer, storm drain, and irrigation) shall be a minimum of ten 10 feet. - - _ ( Y 9 ) ( ) TRLC = TOP REVERSE LIP CURB ..�-��-��-----••-•••• AMITY RD. - .•_••_., 9. Inspection, approval and final acceptance of all water and sewer construction shall be by the Public Works Department, and their Where it is necessary for a potable water main and non-potable water main to PC = POINT OF CURVATURE - decision shall be final. Such inspections shall not relieve the contractor from the responsibility of performing the work in an acceptable cross with less than eighteen (18) inches of vertical separation, the crossing shall PT = POINT OF TANGENCY CHECKED BY: P P y P g P FL = GUTTER FLOW LINE PROJECT DAVID A. BAILEY P.E. be constructed in accordance with Section 542.07 of the Idaho Rules for Public manner in accordance with the DEQ/QLPE approved construction plans. GB = GRADE BREAK SITE DRAWN BY: 10. Any deviation from the approved plans and specifications must have the applicable agency approval in writing prior to construction. Drinking Water Systems (IDAPA 58.01.08) and Section 430.02 of the Wastewater GC = GRADE CHANGE ROCKHAMPTON` KSC 11. Prior to beginning installation of street lights, the electrical contractor shall obtain an Electrical Permit from the Building Division of Rules (IDAPA 58.01.16). El = END INVERT SEWER SERVICE HILL S CENTURY FARM SUBDIVISION SUBDIVISION the Meridian Public Works Department. Any deviation in street light locations from the approved plans must be approved in writing from 3. The horizontal separation of non-potable services and potable water services or SANITARY SEWER MANHOLE the City Engineer. potable water mains shall be a minimum of six (6) feet. Where it is necessary for i z 12. All lot, block street, right-of-way and easement dimensions shall be taken from the final plat of: CENTERVILLE SUBDIVISION NO. 1. a potable water main and non-potable water main to cross with less than OO EXISTING SANITARY SEWER MANHOLE i I o HEALTHY LIVING CK 13. The Contractor shall maintain all existing drainage facilities within the construction area until the drainage improvements are in place eighteen (18) inches of vertical separation, the crossing shall be constructed in I SUBDIVISION I� - and functioning. accordance with Section 542.07 of the Idaho Rules for Public Drinking Water 4" SEWER SERVICE LINECL i 14. All Contractors working within the project boundaries are responsible for compliance with all applicable safety laws of any Systems (IDAPA 58.01.08) and Section 430.02 of the Wastewater Rules (IDAPA TYPICAL DOUBLE WATER ' YMCA o jurisdictional body. The Contractor shall be responsible for all barricades, safety devices and control of traffic within and around the 58.01.16). SERVICE construction area. HOWRY LANE Of 4. Place water service lines in a two (2) inch diameter pipe sleeve wherever the cG SUBDIVISION Z � 15. The locations of existing underground utilities are shown in an approximate way only. The Contractor shall determine the exact PROPOSED FIRE I r�i o w service line crosses a storm water treatment facility (i.e. seepage beds, drainage Nj I z location of all existing utilities before commencing work. The Contractor assumes all responsibility for any and all damages caused by his swales). HYDRANT I �TF'�'Gy9 9: g failure to exactly locate and preserve any and all underground utilities. Digline # 1-800-342-1585. I N 5. The Contractor shall be responsible for providing continuous water service to all w 16. All Contractors working within the public road right-of-way are required to secure a right-of-way construction permit from ACHD at c EXISTING FIRE HYDRANT o "' existing water users affected by construction. If water service must be interrupted, tiYa o least forty-eight (48) hours prior to any construction. ��/ N the contractor shall coordinate with the Public Works Inspector. VI C I N I I I MAP NAVD-88 DATUM o I 17. Locate subsurface stormwater disposal facilities (including infiltration beds and drywells) at least 25 feet from water mains. This O LOT NUMBER N o N requirement does (j apply to catch basins or sand and grease vaults. g q proposed PRESSURIZED IRRIGATION 1 " = 600 > Z 18. The Contractors shall remove all obstructions, both above and below round, as required for the construction of the ro osed 9B CATCH BASIN - ISPWC d improvements. This shall include clearing and grubbing which consists of clearing the ground surface of all trees, stumps, brush, 1. The pressurized irrigation system must be built to the standards of the PER PLANS undergrowth, hedges, heavy growth of grass or weeds, fences, structures, debris, rubbish, and such material which, in the opinion of the irrigation district in which it is being constructed. PLAN S H E E T INDEX- Engineer, is unsuitable for the foundation of pavements. All material not suitable for future use on site shall be disposed of off site. 2. Install a reduced pressure backflow preventer in any connection between the DIRECTION OF DRAINAGE FLOW 19. Survey control points which are critical to the construction of the project are located within the limits of work. The Contractor shall potable water system and the pressure irrigation system. The device must be STREET LIGHT SHEET DESCRIPTION take precaution to protect the points in place. approved by the Idaho Department of Environmental Quality (DEQ) and the City COVER SHEET INDEX VICINITY MAP & NOTES 20. All costs of retesting for previously failed tests shall be back charged to the Contractor by the Owner. All costs to the Contractor of Meridian Water Department. �z EXISTING DECIDUOUS TREE (CALIPER) ' ' incurred in correcting deficient work shall be to the Contractors account. Failure to correct such work will be cause for a stop work 3. Install all crossings of the Public Rights-of-Way, private roadways and 2.1 -2.3 - FINAL PLAT 0 order and possible termination. travelways with pressure irrigation at a maximum depth of two-and one-half oHP EXISTING POWER LINE & POLE 3.1 - EXISTING SITE/DEMO PLAN 21. The Contractor is to field verify all existing curb & gutter, storm drain, channel crossings, and sewer elevations or inverts prior to (2-1/2) feet and in an AWWA C-900 pipe sleeve with locator wire. The Public construction. When discrepancies occur between plans and specifications, the Contractor shall immediately notify the Engineer. Untimely Works Department and ACHD shall inspect all crossings prior to backfilling. 3.2 - MASTER UTILITY PLAN Z notification shall negate any Contractors claim for additional compensation. 4. The horizontal separation of potable water mains and non-potable water mains 3.3-3.4 - SITE GRADING PLAN 22. Each Contractor shall be responsible for acquiring any necessary NPDES Permits, filing any NOI's, and preparing a Polution Prevention (sanitary sewer, storm drain, and irrigation) shall be a minimum of ten (10) 3.5 - SITE GRADING DETAILS Plan (PPP) in accordance with the Environmental Protection Agency. Contact the EPA at 208-378-5746 for the required information. feet. Where it is necessary for a potable water main and non-potable water 4.1 -4.8 - STREET PLAN & PROFILE 23. The pipe Contractor shall replace all pavement and concrete removed for the installation of water, sewer, or irrigation pipe. All main to cross with less than eighteen (18) inches of vertical separation, the pavement shall be replaced within seven calendar days from the time the pavement and/or concrete is removed. Concrete and pavement crossing shall be constructed in accordance with Section 542.07 of the Idaho 4.9-4.10 - STREET & DRAINAGE DETAILS 0 shall be replaced per ISPWC Standards. Rules for Public Drinking Water Systems (IDAPA 58.01.08) and Section 430.02 5.1 -5.8 - WATER & SEWER PLAN & PROFILE 24. The Contractor shall field verify all existing curb and gutter, storm drain, channel crossings and all storm drain and sewer elevations of the Wastewater Rules (IDAPA 58.01.16). 6.1 -6.2 - PRESSURE IRRIGATION PLAN AND DETAILS 0 or inverts prior to construction and notify the engineer when elevations or inverts do not match plans. � 5. The horizontal separation of non-potable services and potable water services 7.1 -7.2 - GRAVITY IRRIGATION PLAN & PROFILE V or potable water mains shall be a minimum of six (6) feet. Where it is 7.3 - PRESSURE IRRIGATION PUMP STATION necessary for a potable water main and non-potable water main to cross with > ROADWAY less than eighteen (18) inches of vertical separation, the crossing shall be 8.1 - STREET LIGHTING PLAN W constructed in accordance with Section 542.07 of the Idaho Rules for Public Q 1. All contractors working within the public road right-of-way are required to secure a right-of-way construction permit from ACHD or Drinking Water Systems (IDAPA 58.01.08) and Section 430.02 of the ITD at least forty-eight (48) hours prior to any construction. SHEET 4.1 - AMITY M Wastewater Rules (IDAPA 58.01.16). SSMH W 2. ACHD or ITD will inspect all work within the public rights-of-way to include utility trenches above the pipe zone. Contact ACHD SHEET 4.2 - AMOR.ITA AMITY A_, 6. Install finder toe with all irrigation mains. Tape shall be two 2 inches wide, --"-""-"- '--=---- Inspection Services at 387-6284. P 9 P ( ) SHEET 4.3 - WOODMURRA SSMH W metallic red in color, with the words DANGER -UNSAFE WATER or SHEET 4.4 - STOCKPORT /--- 3. Meridian Public Works will inspect storm drainage improvements serving private roads and parking lot improvements outside the public � G � •� I --""- Plans Are Accepted For Public THE ENGINEER OF RECORD CERTIFIES THAT THE right-of-way. NON-POTABLE WATER clearly marked along its length. Place the tape between SHEET 4.5 - KALINGA ' es2H o PLANS ARE PREPARED IN SUBSTANTIAL , ^ SHEET 4.6 - AMORITA-HILL PARK 6 Street Construction u, 4. All construction in the public right-of-way shall conform to the current edition of the ISPWC and the ACHD Supplemental six (6) inches below the surface and eighteen (18) inches above the top of SSMH �� SSMH CONFORMANCE WITH THE ACHD POLICY MANUAL SHEET 4.7 - HILLSONG e-� Q A-3 R stamping and signing the improvement plans, the Registered AND STANDARDS IN EFFECT AT THE TIME OF Specifications. No exception to District Policy, Standards, and the ISPWC will be allowed unless specifically and previously approved in the pipe. WOODMURRA _ n p s g g p p g P P Y• P Y P Y PP SHEET 4.8 - HILL PARK Engineer ensures the District that the puns conform to all District PREPARATION.THE ENGINEER ACKNOWLEDGES writingb the District. 7. Label all irrigation risers and faucets with durable tags carrying the warning policies and standards. variances or waivers must be s ecifical- Y SSMH' p p THAT ACHD ASSUMES NO LIABILITY FOR ERROR DANGER-UNSAFE WATER or NON-POTABLE WATER. SHEET 5.1 - SEWER LINE A A-2 ly and previouslyapproved b the District in writing. Acceptance 5. Set the tops of all valve boxes and sewer manholes flush with the slope of the finished street grades. The roadway contractor shall SHEET 5.2 - SEWER LINE B-C of the mproveenptp plans by the District does got relieve the OR DEFICIENCIES IN THE DESIGN. ALL VARIANCES install and adjust all spacers, rode rings, manhole rings and lids. 8. Label all valve boxes and vaults with durable tags carrying the warning FROM ACHD POLICY SHALL BE APPROVED IN J p g g g Registered Engineer of these responsibilities. DANGER-UNSAFE WATER or NON-POTABLE WATER, and locate them a minimum SHEET 5.3 - SEWER LINE D WRITING. THE FOLLOWING VARIANCES, LISTED BY 6. Place all water valves, blow-offs and manholes so that they do not conflict with any concrete curb and gutter, valley gutter or SHEET 5.4 - SEWER LINE D SSMH BY SATE: DATE AND SHORT DESCRIPTION, WERE APPROVED of ten 10 feet outside of the Public Right-of-Way, private roadways and B-3 ' W _J sidewalk improvements. g y' P SHEET 5.5 - SEWER LINE D SSMH ADA couNrY HIGHWAY DlsrRlcT FOR THE PROJECT: travelwa 7. Existing A.C. pavement shall be cut to a neat straight line ll minimum cutback) parallel or perpendicular to the street centerline SHEET 5.6 - SEWER LINE E-F KALINGA .11 D-5 - NONE. and the exposed edge shall be tacked with emulsion prior to paving. Actual field conditions during trenching may require additional 9• Install a reduced pressure backflow preventer in any connection between the SHEET 5.7 - SEWER LINE G ' H SSMH P 9 P P 9 9 9 Y q > y pavement repair beyond the limits shown on the plans. Refer to conditions listed in the ACHD Policy Manual. potable water system and the pressure irrigation system. The device must be SHEET 5.8 - SEWER LINE H I TrD S4H °-s8. All water meters are to be located outside of the public right-of-way. All fire hydrants are to be located within the road approved by the Idaho Department of Environmental Quality (DEQ) and the City of Meridian Water Department. EX � E 1D1�N*right-of-way. There must be at least a one (1) foot separation between the back of sidewalk (or curb if no sidewalk) and the SSMH 1 1 1 V leadin edge of an fire hydrant. 10.The Engineer or Record shall inspect all pressurized irrigation unless a properly SSMH �E-' ' I0 ' DEVELOPER W g g y Y ioAwo 9. Over excavation and additional granular backfill may be required in high groundwater areas which are to be determined b the field executed agreement for inspection and maintenance is in effect with the D_1-_" SSMH �cn Q TRILOGY DEVELOPMENT, INC. Public 9 Y q 9 9 Y D-2 ----------J SSMH inspector. applicable Irrigation District. Forty-eight (48) hours advance notice is required. �p HILL PARK, D-3 HILLS PARK SHAWN BROWNLEE Works Department �- 10.All materials placed as fill or backfill shall be placed and compacted in accordance with Section 306 of the current edition 11.Pressure irrigation mains must be along rear lot lines. Where pressure ---- SHAWN@TRILOGYIDAHO.COM Design &Construction Supplemental Specifications e of ACHD Supplemental Specifications. irrigation mains traverse a side lot line in order to cross a street, the 'SSMH 9839 W CABLE CAR ST, SUITE 101 11.Roadway construction will meet specific details and requirements of the following Idaho Standards for Public Works Construction Standard Drawings domestic water service and pressure irrigation mains must be on opposite G-1 BOISE, ID 83709 ■ - on ■ W (Current Edition): sides of a lot. (208) 895-8858 1 ]_- SSMH J L 1. Street Section, ACHD SD-801 and sections as shown on Street Details Sheet 12.Pressure test the irrigation system to one hundred-fifty (150) pounds per SSMH SSMH SSMH I ■ ■■ ■ o 2. Asphalt repair for street cuts: SD-301, ACHD SD-303, ACHD SD-806. square inch (psi) with allowable loss in accordance with Section 3.1 c of the F-' SSMH " ', HIL,LSONG ■ ■ ■ ■ q (P ) O ENGINEER "■ 1 3. 4.0' Concrete vane Gutter, ACHD SD-708 SSMH BAILEY ENGINEERING, INC. ■ Y Standard Specifications. �G-2 I ■ 11■1 r 4. Rolled Curb and Gutter, ACHD SD-702 13.Cit of Meridian Municipal Water is the backup water source for this H-2 ■ ■ Y P P 1119 E. STATE STREET, SUITE 210 C ■ � DATE: 5. Pedestrian Ramp for Handicapped, SD-712H, SD-712G ■ development - A reduced pressure backflow prevention assembly is located in SSMH - -- __ _____ EAGLE, ID 83616 �' 4-17-2023 6. Detectable Warning Truncated Domes Cast into concrete (adhesive mats not allowed) and colored Traffic Yellow, SD-712 Lot 14, Block 4 of Centerville Subdivision No. 1. G 3 (208) 938-0013 ■ PROJECT: 7. Sidewalks, ACHD Supplemental Drawing SD-709 KCRAIG@BAILEYENGINEERS.COM 7 ■ C2023-002 8. 2.0' Ribbon Curb, ACHD SD-703 ■ SHEET 9. Standard Drop Inlet Type IV w/ 12" Sump, ACHD Supplemental SD-604A STREET & SEWER INDEX ■ ■ EM 12. For subdivision sign installation; outside installers must be bonded with ACHD 1"=200' and obtain a no-charge right-of-way permit. ■ ■ 13. Prior to placement of any pavement markings contact ACHD Inspection for verification of compliance with policy and existing pavement markings. I- M =V CD U N CD ao _ C0) N a) V Ld N ■� -z 9 Z ................................ UJ °' z N PLAT SHOWING W CENTERVILLE SUBDIVISION NO . I z UJ LOCATED IN PORTIONS OF LOTS 1 AND 2 OF BLOCK 1 •� U) `° OF GAROUTTE ACRES SUBDIVISION AND A PORTION LL1 Q co W AMITY RD. OF THE NW 1/4 OF THE NE 1/4 OF SECTION 33, J ' o BASIS OF BEARINGS TOWNSHIP 3 NORTH, RANGE 1 EAST, BOISE MERIDIAN, 0 W � � 89*14'44"W 2640.42' ADA COUNTY, IDAHO 2023 S89°14 44 E W AMITY RD. E 1/16 28 27 S89'14 44 E 33 I N0. 2022&071833 1310.20 , ------- 1330.22' ------- S89'14 44 E 816.21 33 34 Q W 1 10 BLOCK 2 _— —_ O1 BLOCK 1 J N0. 102133307 w o Line Table Co. • • ¢ = o I T 0 '� N89'1444"W 325.74' J Line # Direction Length � N L1 N31'34'57"W 16.69' Z r- O9 O8 O7 O6 O O4 O3 O2 O1 O 1� JO v L2 N12'00'00"E 51.34' I-.i CHECKED BY: ¢ 0 DAVID A. BAILEY P.E. L3 N45'32'14"E 28.18' L14 NOTES: : DRAWN BY: N • • 1. A ten (10) foot wide Pressure Irrigation Easement in favor of the Centerville ACM L4 S89'40'48"E 65.87' L1 • GAROUTTE ACRES Homeowner's Association and a Permanent Public Utilities and Property ' E. WOODMURRA ST. SUBDIVISION L5 S44'40'04"E 43.68' V�i BOOK 60, PAGES 5900-5901 Drainage Easement is hereby designated along all lot lines common to a Public GAROUTTE ACRES 13 Right—of—Way and along all rear lot lines. A five (5) foot wide Property L6 S45'18'29"W 41.66' SUBDIVISION �. Drainage and pressure irrigation Easement is hereby designated along each side BOOK 60, PAGES 5900-5901 p of interior lot lines unless otherwise shown. L7 S84'54'18"W 90.07' NI to CV L8 Noo'58'53"W 20.16' J� O O O O O O O O O 21 I o 2. Portions of Lots 1, 3-9, 19 & 20, Block 3 and Lots 13-15, Block 4, are L9 Noo'45'16"E 62.05' • 1 con servient to and contain the ACHD Storm Water Drainage System. These lots N are encumbered by that certain Master Perpetual Storm Water Drainage L10 N04'24'34"W 44.22' v 10 BLOCK 3 20 L13 Easement recorded on May 8, 2009 as Instrument No. 109053259 and First L11 S78'oo'0o"w 63.71' • • •Q Amended Master Perpetual Storm Water Drainage Easement recorded on Z I November 10, 2015, as Instrument No. 2015-103256, Official Records of Ada 0 L12 N08'52'36"W 30.74' County, and incorporated herein by this reference as if set forth in full (the L13 S89'14'44"E 51.00' i 11 12 13 14 15 16 17 18 19 22 23 24 i "Master Easement"). The Master Easement and the Storm Water Drainage N System are dedicated to ACHD pursuant to Section 40-2302 Idaho Code. The o L14 S8914'44"E 14.93' I I Master Easement is for the Operation and Maintenance of the Storm Water L15 So0'46'44"W 84.28' I 1 Drainage System. ; w < Block 2 Lots 10 20 25, and 32 Block 3 Lots 8 14 w L16 S45'45'16"W 22.23' � 25 3. Lot 1, Block 1, Lot 10, . cal I S. KALINGA ST. O and 21, Block 4, and Lots 1, 11, and 21, Block 5 and Lot 1, Block 6, are W z L17 S00'22'10"W 44.00' L6 I I common lots which shall be owned and maintained by the Centerville Homeowner's Association. LU Curve Table *(0 O 27 4. Direct Lot or parcel access to Amity Rd, Hillsdale Ave, and/or Hill Park Street O O O O O O O Curve # Radius Length Chord Bearing Delta in I I IS prohibited. C1 73.50' 55.78' 54.45' N33'44'33"E 43'29'07" 00 3 10 28 Y 5. Public Utilities Easement Vacated per Inst. No. _____ __ • C2 200.00' 39.25' 39.19' N06'22'38"E 11'14'44" Z 00 11 29 m i 6. This development is subject to an ACHD license agreement — as recorded in O a. instrument no. _ records of ado county. I 0 1 N 12 30 13 7. The development is subject to the terms of an existing City of Meridian SHEET 2 1 i development agreement - as recorded in Inst. No. W N O 31 8. ACHD Permanent Easement - Inst. No. N41 SHEET 3 14 13S89'40'48"E 234.12' S84 59 51 E o__ __ __ 104.12' �.� • o SHEET 2 9. Irri ation water will be rovided b New York Irri ation District in com liance N I -----•Q L4 ¢ 0------- 9 P Y 9 P 1 -�-- • BLOCK 4 I- 32 SHEET 3 with Idaho Code Section 31-3805(B.1). All lots within this subdivision will be 0 w 15 O HILL PARK I entitled to water rights and will be obligated for assessments from New York C-4IE. HILL PARK STREET M 21 1 Irrigation District. rn 0) 0 1 ¢ V / r • -- -- -- -- • 0 16 10. Lot 25, Block 3 has a blanket ingress/egress easement to benefit lots 22-24, J 0 vrO N89'40'48"W 235.55' L7 • 1 20 Block 3. Lot 11, Block 5 has a blanket ingress/egress easement to benefit • O I Lots 12-14, Block 5. 0)1 17 — W 19 11. City of Meridian Utility Easement - Inst. No. GAROUTTE ACRES O SUBDIVISION • 18 12. ACHD Permanent Easement (Offsite Storm Drain) - Inst. No. ____ __ m BOOK 60, PAGES 5900-5901 O_ O 18 : W J 19 • D W 1 O5 28 27 26 25 24 23 22 17 Y i oNo e s O O ? m GAROUTTE ACRES o LEGEND 0. SUBDIVISION a 11118 ; O 1 �p O 21 1 BOOK 60, PAGES 5900-5901 N n o o % Y S. HILLSONG AVE. 15 � yT -- --- SUBDIVISION BOUNDARY O �iL F OF 5 - -- SECTION LINE -1 m, O N 14 TON W PR - — — — — — — - EASEMENT LINE (SEE NOTE 1) N % --------------- EXISTING EASEMENT LINE (AS NOTED) W 9 1 CLINTON W. HANSEN, PLS 11118 _ STREET CENTERLINE O? 11 O2 O3 O4 O5 O6 O7 O8 O9 10 13 LAND SOLUTIONS 10 • I 231 E. 5TH ST., STE A LOT LINE N MERIDIAN, ID 83642 O -- O � • I SHEET 1 OF 5 1 LOT NUMBER SSQ��Q"Vd J• _ __ —b ; 06' N89'14'44"W 459.94' • W SET 5/8" x 24" IRON PIN WITH PLASTIC CAP, PLS 11118 ■ ■ ■ / GAROUTTE 80 0 40 80 160 alley Engineering, Inc. 7 • SET 1 2" x 24" IRON PIN L WITH PLASTIC CAP, PLS 11118 BOOK 60, PAGES 5900-5901 FOUND ALUMINUM CAP SCALE IN FEET CIVIL ENGINEERING I PLANNING I CADD W MONUMENT 1"_$O' 1119 E.STATE STREET,SUITE 210 TEL 208-938-0013 ' ` EAGLE, ID 83616 www.baileyengineers.com U ............................................................................................................................................................................................................................................................................................................................................................................................................................................... DATE: 4-17-2023 PROJECT: TOTAL # LOTS: 102 C2023-002 THE PLAT HAS BEEN ADDED TO THE DRAWINGS SHEET FOR REFERENCE PURPOSES ONLY. FOR EXACT INFORMATION REFER TO THE RECORDED PLAT OF CENTERVILLE SUBDIVISION NO. 1. k: 2st I- M =V CD U N CD ao _ C0) N a) V w N ■_ Z ~ 9 Z . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Z N W Zw j= D CENTERVILLE SUBDIVISION NO . I � ZLU � U) CD W Qco LEGEND v � Q -- --- SUBDIVISION BOUNDARY 7 w - -- SECTION LINE W AMITY RD. S89'14'44"E 816.21' • -- -- -- -- -- -- -- -- -- -- -- --------------- LINE ( S NOTED) EXISTING EASEMENT A D 351.00' 415.50'9.00' N89'14'44"W 400.71' • STREET CENTERLINE _--_---��G __ _ S89'14'44"E 336.27' 9.00' LOT LINE ----------------- -- u'--------- - ----------------------------------------------------- --------I ^ r- - ------------------------------------- __ _____ _---------------- ______________ --------- --- ------------------ -------+olq- I S89'14'44"E 312.24' BLOCK 2 O BLOCK 1 1 ui LOT NUMBER SEE NOTE 8 10 SEE NOTE 8 1 1 W 36.00' 36.00' 36.00' 36.00' 36.00' 36.00' 36.00' 36.03' 24.22' �2A • - -- -- -- -- -- -- -- •a I r--- r--- r--- r---- r--- r--- r---r r--- r-- �,jl N89'14'44"W 325.74' -- - 0 SET 5/8" X 24" IRON PIN (O I 1 I I I I I I I I I 5 • �.� SEE NOTE 5 o y1 5.00' I I I I I I I I I 1 w ^ w WITH PLASTIC CAP, PLS 11118 jn M o, I I I I I I I 0 1 I 1 I I Q M M I I I I I I o co ^ O I I I SET 1/2" x 24" IRON PIN O .-I M - co -o -o co io io o I I LO o ~ Z 1 0 0 0 0 0 0 0 0 0 H o 0 1 3 '�0 0 I • WITH PLASTIC CAP, PLS 11118 DAVICHECKED CA EBAILBEIY�P.E. O9 o (D 7 0 6 0 5 0 � 4 o in 3 0 ;n 2 6 co 1 '� � Z O o 0 0 0 0 0 0 O o o O o 0 O o 0 O o o O o o O o o O c.� mQ in z ACHD STORM DRAIN EASEMENT DRAWN BY: ILO SEE NOTE 2JcM O I (N I U) I 0 0 1 w N I � I N N da p :t I J 1 I I I I I I I I I I I O 0 1 I I I I I I I I I I I I I • LI ___JII IL----J L I I (n 0' 5.00' 39.5 I 39.50' cc 12.63 1 I ----JI J L----JI IL----JL IL IL-----J � 4-,00 L14 C10 36.00' 36.00' 36.00' 36.00' 360 ' 36.00' 36.00' 40.00'�G9 C1� 0 S89'14'44"E 304.63'L1 • M Curve Table Curve Table - _ -N _ _ _ - 364.13' E. WOODMURRA ST. 74.43' Curve # Radius Length Chord Bearing Delta Curve # Radius Length Chord Bearing Delta ,fl N89'14'44"W 438.56' - - • - M C1 73.50' 55.78' 54.45' N33'44'33"E 43'29'07" C21 30.00' 21.89' 21.41' S20'09'03"E 41'48'37" -12.56' a S89'14'44"E 438.56' '� 22.56' 36.00' 36.00' 36.00' 36.00' 36.00' 36.00 36.00' 36.00' 64.00' 64.00' N C2 200.00' 39.25' 39.19' N06'22'38"E 11'14'44" C22 30.00' 47.12' 42.43' S44'14'44"E 90'00'00" SEE NOTE 5�/ • -- 1 3 zo • r----� F---- F- C3 50.00' 68.73' 63.44' S51'22'38"W 78'45'16" C23 30.00' 19.31' 18.97' S19'11'21"W 36'52'12" 0 I I I I I I I I I I I I , I O C13 I I I I I I I I I I I 31 29.18' I Q D ! I 1 1 I I 1 0 1 I I I I I 1 3 io 1 o i I irn N C4 176.50' 34.64' 34.59' S06'22'38"W 11'14'44" C24 30.00' 27.82' 26.83' S64'11'21"W 53'07'48" �I 3 I 3 I I 3 3 1 3 1 3 1 � �100 3 :f (A co ____ �___ NM - O in o - o71'T o - o - o o 0 0 0 `o o o o N 53 50' 84 04' 75 66' N44'14'44"W 90'00'00" C25 30.00' 47 12' 42 43' S45'45'16"W 90'00'00" o o- $ $ �- 7 �_ �`_ �n_ 4 U) 3 2 0 1 o c5 a' o o o LO '�� iA O iA �� 'n .�� 21 I I C6 53.50' 84.04' 75.66' N45'45'16"E 90'00'00" C26 147.00' 11.54' 11.54' S88'30'20"W 4'29'50" w o O 0 0 � p O� O O) O 1 0) W ~ O 1 O I O O (n 0 • 0 I voi i N i w i N I V) 1 cn C7 123.50' 27.49' 27.43' S84'22'38"W 12'45'16" C27 147.00' 21.18' 21.1 T S82'0T43"W 8'15'25"--- • --- -� - N-----� ------+ 4-----� --------+ 4-----� ------I, ! ! cn cn 36 6 I I I I I I N00'45'16"E5.00' 1 11 1 1 11 I S�lry'��y 10.00'--I 1~ C8 223.50' 49.75' 49.65' S05'37'22"E 12*45'16" C28 147.00' 32.72' 32.66' S84'22'38"W 12'45'16" zI� U) L-----J L----J L----JJ L----J- L----J L----J L-- 190.00'--- 93 v SEE NOTE 5 S89'14'44"E 329.50' 20 8 F L- ---J C9 73.50' 21.46' 21.39' N63'51'04"E 16'43'55" C29 200.00' 44.52' 44.43' N05'37'22"W 12'45'16" 40 - N89'14'44"W 64.00� L13 • • • 41.50' 36.00' 36.00' 36.00' 36.00' 36.00' 36.00' 1 36.00' 36.00' 39.00' 25.00' 40.00' c10 73.50' 23.78' 23.68' N81'29'09"E 18'32'14" C30 100.00' 22.26' 22.21' N84'22'38"E 12'45'16" 1 F------ ----, ---- ---- ---- ---- ----11 r -� r---- r I I I I I I 5.00' 1f I I I r_----I r----� F-----� L l 1 31 I I 1 I 1 1 I I 1 1 1 1 1 I I 11.00' }1 1 C11 73.50' 45.24' 44.53' S73'07'11"W 35'16'09" C31 50.00' 3.96' 3.95' N88'29'16"E 4'32'00" Ir I I I I 1 I I I I I I I I 0I 1 i 1 I o0 co1 i i 3 113 1 3 3 i:,�N 3 w I w I �1 C12 26.50' 12.57' 12.45' S77'09'49"W 27'10'54" C32 50.00' 39.70' 38.66' N63'28'32"E 45'29'28" inl � O 0 c0 c0 �p II = = tp N = = p 1 ao 01 0 0 0 0 0 0 0 cO 01 `O 0 '° 0 co ^' ^ co io _I co .1 • I co O1 � in o ;� o i) O o ;n of in o o 0 0 o I C13 26.50' 23.85' 23.06' S37'47'11"W 51'34'22" C33 50.00' 33.89' 33.24' N21'18'55"E 38'49'47" rn � 11 rn 12 rn ;- 13 ui : 14 15 16 17 8 Ln 19 �n 22 �n 23 �n o 24 01 Sri Sri ;r ui �1 � L6 � Sri d 00 O 1°' �I 0 I 0 O °' °' o 00 rn o0 rn o o rn o rn Nj C14 26.50' 36.42' 33.62' N51'22'38"E 78'45'16" C34 50.00' 1.00' 1.00' N01'19'38"E 1'08'46" o- oo 00 rn 0 rn1 ' rn V) I N U)O I (n I N I I N I N N I 1 1 1 p I 1 1 1 1 1 1 I I 1 Z Z i NI C15 153.00' 30.03' 29.98' S06'22'38"W 11'14'44" C35 50.00' 78.54' 70.71' N45'45'16"E 90'00'00" I I I I I II I I I I I I I I I I 1 I 1 L_____J L__ J L-__-J L1--_J L__--J L-__-J L----J I L__L_J L4-82__ L26 I I 1 I 5 00'--1 I~ C16 50.00' 22.83' 22.63' S76'10'03"E 26'09'22" C38 240.00' 16.61' 16.61' S01*13'44"E 3'57'59" �8 41.50' 36.00' 36.00' 36.00' 36.00' 36.00' 36.00' 36.00' 36.00' 34.00' Cl6 L S8914'44"E 95-- J 1 C17 50.00' 37.85' 36.95' S41'24'09"E 43'22'25" C39 240.00' 26.52' 26.50' S06'22'38"E 6'19'49" 0 S89'14'44"E 363.50' I I 39.00' 36.00' 20.00 I 25 C18 50.00' 17.86' 17.77' S09'28'51"E 20*28'13" C40 240.00' 10.30' 10.29' S10'46'16"E 2'27'28" Z • I I I � >, N • _ _ - N _ _ S. KALIN_GA - i i - �9 S89'14'44"E 81.99' J C19 50.00' 78.54' 70.71' S44'14'44"E 90'00'00" C41 240.00' 48.28' 48.20' S05'00'30"E 11'31'32"1 I � N89'14'44"W 380.00' i- � - • I 0N O 0 i L25 o C20 30.00' 25.23' 24.49' S65'09'03"E 48"1'23" I I S89'14'44"E 336.50' 1 1 pS c01 26 I N '� 16.50 36.00' 36.00' 36.00' 36.00' 36.00' 36.00' 39.00' yill I rn �. 1 65.(87.36' c O 1 1 0 V / M I r----J r----� r----� r----� I ----J r----� r---T� 0 L_-----95.00-------J 1 0 n I I I I I I I I I I I I 1 I I 1 1 __ 23.50' 23.50' I I I I I I I I I I 1 1 0 1 10.00' ---N89'14'44"WLLJ ---� cO l I I i 1 06 1 O �� ' • 0 1 11.29' O 1 0 - I ^ 3 I o 27 t o M 1 - - O O O O O O O O O O I L----- J 00 M 1 I iO)I Lo I �' 1 m o 1 0 ;n 2 0 ;n 3 0 4 0 in 5 o to 6 0 ;n 71 I I 95.00'----- oo ------ -� Q 1 I rn rn � rn rn � cri � � �t LO LO I 95.00------ O 3 1 O o 0 0 0 0 o rn o rn o 1 1 r----N89'14'44"W---� Q O I N i N i N N o f 6 i N v0i 1 1 0 o I r---N89'14'44"W---7 ? 1 f- I I I p l I I I I 1 1 �p I 10 ; 00 If10.00, 28 01 \j I I I I I I I I I I 1 I M I 11 r7 N cO 1 I O 1 I I I I I I I yl rJ 00'1 I I L--_-_ 1J f� Ivy I M W al 1 L____J L____J L____J L___ J LJ L --J L___ IJ 95.00'---- III 1 T 1 pOp -----95.00'------ W 1 36.00' 36.00' 36.00' 36.00' 36.00' 36.00' 39.00' i---N89'14'44"W-- 1 - 1----N89'14'44"W-- I 1 I w N89'14'44"W 255.00' 1 0 1 11 010 3 0 1 -k 1 01 oNp.L LA Np S l N 1 CO o co i 0 6 1 O o f co co o f 29 O i of 5� I S TE G N N L01 d N I ------95.00- �-j I It `� L mJ l I S89'14'44 E M 0 i o --- __� -----95.00'----- o " o r N89'14'44"W- 0 1 �Y s z w o 1 t o ai N i---N89'14'44"W---� n a 1 1 1 18 0 0I 1 112.E 01 12 I O rn 0 O 1 01 N o 1 ^ I I cD c6 I �p 1.- 0 1 30 0 0 � SEE NOTE 5 N89'14'44'W 1 � r� I 10.00'�I r� co I 1 6I I I 112.50' SEE NOTE 5 41 j L-_- J ` I 1 n cO 9T �P !v 1 w o --95.00'----- 23.50' 23.50' ------95.00-------� ��i F O F 5 3 1 1 I Z r---N89'14'44"W ----1 TO P� I 1 r----N89'14'44"W--- N io in 1 N89'14'44"W 1 01 13 i 0 Q 1 01 p N W. I 'n o _N 1 14 133.50' co I I H O I 31 1 0 p J I o J O "�, I 11 7.31' O col N CLINTON W. HANSEN, PLS 11118 _ O -95.00' O 16.97' 12.00'_ I "� LAND SOLUTIONS IF z r 3 89.83'-- 1 • c° o N89'14'44"W <1 231 E. 5TH ST., STE A SHEET 3�� 1 ;no N Q ``�O N89'14'44"W MERIDIAN, ID 83642 _ L4 -- • BLOCK 4 00 "� g N 32 S89'14'44"E 77.83' SHEET 2 OF 5 V' 50 0 25 50 100 0 r----N89'14'44"W---- °01 23.50' 1 • I N89'14'44"W 118.50' S89'14'44"E ' OO- HILL PARK SHEET 3 SCALE IN FEET 133.50' NOTE: 1"-50p alley Engineering, Inc. o Z SEE SHEET 1 OF 5 FOR NOTES. CIVIL ENGINEERING I PLANNING I CADD �J SEE SHEET 3 OF 5 FOR LINE 1119 E.STATE STREET,SUITE 210 TEL 208-938-0013 TABLES. EAGLE, ID 83616 www.baileyengineers.com r 1 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . DATE: 4-17-2023 PROJECT: TOTAL # LOTS: 102 c2o23-002 THE PLAT HAS BEEN ADDED TO THE DRAWINGS SHEET FOR REFERENCE PURPOSES ONLY. FOR EXACT INFORMATION REFER TO THE RECORDED PLAT OF 2o2 CENTERVILLE SUBDIVISION NO. 1. I- M =V CD U N CD ao _ C0) N a) V W N ■� Z 9 Z . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Z N LiZw W 0 W ~ w Z w cc yj Qco LEGEND CENTERVILLE SUBDIVISION NO . I J W W V � W -- --- SUBDIVISION BOUNDARY - -- SECTION LINE EASEMENT LINE (SEE NOTE 1) ------ EXISTING EASEMENT LINE (AS NOTED) STREET CENTERLINE LOT LINE OLOT NUMBER SET 5/8" x 24" IRON PIN WITH PLASTIC CAP, PLS 11118 • SET 1/2" x 24" IRON PIN CHECKED BY: WITH PLASTIC CAP, PLS 11118 DAVID A. BAILEY P.E. • �KX �S1 l ACHD STORM DRAIN EASEMENT N89'14'44"W a DRAWN BY: SEE NOTE 2 SEE NOTE 6 14 133.50' H 3 1 95.00' O SHEET 2 -I CO o N89'14'44"W LO 1°' --- S89'40'48"E 234.12'- -- ---- --- S84'S9'S1"E I • Q OJ • -- -- - 10 ' --- - 1 N _ ------- L4 I � ^ N N I CO o ---o--- -- • , BLOCK 4 0 95.00' N r- I 00 M SEE NOTE 5 I i N I o i---N89'14'44"W-- , _ N I _ N89'14'44"W 118.50' SH T 2 N`�' _ _ _ _ _ ,� i S89'14 44"E i of 1 15 0 !''• HILL PARK - - 0 E. HILL PARK STREET S89'40'48"E 477.82' i 4' 133.50' 1 ;°i 1 co ``� C0� 21 23.50'A.Tp I I L----- J LO S89'14'44"E 77. 3 N S89'40'48"E 79.32' 1 1 1 �I g 95.00---- O co "' • r---N89'14'44"W--_ co 0 S �I p I� • - 11.04' __ -- -- -- -- -- - �A I SEE NOTE 5 SEE NOTE 5 1 ail 00I 0 - z 12.00' zo Z Ico T �� L7_------� ---- - o I . �I1 16 ao 1 0 --------------� L----7 --------N89 4Q 48 W 235.55 -------- ----------------- 1 ,nl o �11 �1 6 0 I - a- • ---- -- • ry I o M11 I n I r� 1 16.97' o 0 r N89'40'48"W 98.86'�I 1 � 1 CCo 1I------95.00------J 23.50' 23.50' p 7.31' 20 i C6 N N00'19'12'E a, I 11 _ a, I N Ir---N89'14'44"W----1 ') L----- -1 0 • 12.50' SEE NOTE 6 1 O I co 0 J LO I 2 I I co N 1 , I �I 1 p 95.00'----- S89'40'48"E r� I II I PO (6 I I S89'14 44"E I w 0l I O I o ��-,�� A I r--N89'14'44"W--- Q �I j N89'14'44"W 98.86'I 134.50' 3 10 cOII 17 1 p w 25.00' 0�c0 M1j------ 10.00'- -_I r� 0 0 1 i 01 W Q N S00'19'12"W i. ioo 9.57' • oo 1 95.00'---- 19 co j o J 12.50' O 1 o = N i� 3 134050' M 0 i z oil---N89'14'44"W---� o Iro M L 95.00'-----� � zrn N89'14'44"W S89'14'44E 252.00, 0 ----N89'14'44"W---,N 1 N89'14'44"W 99.43' 11 00 N co11 I �p p l 101 I1 Irn 0 c� 0 � 36.00' 36.00' 36.00' 36.00' 36.00' 36.00' 6.00' L_L___ J ") w 01 95.00------ '6 1 1$ j CI I I --- I 1 ---� r----, r----� r----� r----, r --t1 1 � MI Irk � �j 1 4 _C4_0 i� I I I i �i i I - ir- -N89'14'44"W---� ;0 L -N89*14'44"W_ 32- • i 5.00'1 1 o I I - --100 I I I I 1 1- 1 1 011 o I o 19 1 0 0 F----N89'14'44"W---- • io io -1 io .I io io .I �o �1i o z o 101 r- I w L 0 .- 0 O O O 1 1L _-- J 0 1 q N rn1 0 _ 1t - o - o o T o o T I95.00'----- 6117 h • O �� o w' N 28 LO � 27 to � 26 ,ri � 25_ Li � 24 Lfi � 23 Lo � 22 - M 1 1Nw. 10 00' ,W 100.00 o w O o °' 0 rn 0 °' o 00 o rn o a, o i I ir---N89'14'44"W---� 0 ------95.00'---- 1--� g•00'00' 1 1 rn os o cn I U) I N o v0i i � i W 1 0 h g I °o O S7 N I I 1 I I I o f I I I I I 11 co11 I • r----N89'14'44"W--� 1 I J I I �I I I I I �'> I jry O I m10 N I 6 1 J 11 I I C26 I I I I 1 I I I I C� Z 66 rn l 0, �1 Z w --� ----� L----J L--- J L----J L----J L--- 1 J N82'1040'44"W 89.00' k 16 �J 11 00"W 1p0.o IwoD ` C27 24.47' 36.00' 36.00 36.00' 36.00' 36.00' 1 65.00' CZ �,`L� ------95.01------J MI Z 57g•00' 1 I 0 of 3 C2 o N89'14'44"W 269.47' 6 ----N89'14'44"W---- 7 I it ioo. � o� L32 M 21 / C34 0 �`'• a 'I o O o 0 N _ _S-HILLS_ONG AVE. i MM 15 10 Z - ,�, / 6L � •a �� 0N�B'00'00"E� _-'1 11 m � L19 • C7 • � S89'14'44"E 269.47' I I -�- „� � L36 J cD MI 0 Line Table Line Table O -"" oo'�" , w • I I �, ------100.16'----- O __-100• I o 4 ri 30.16' C31 . r_-� 11 i L3 C30 �`' S89'14'44"E 296.47' 1 1 r----N89'14'44"W----� Line # Direction Length Line # Direction Length Iw I �� g I o'- o C 1 36.00' 36.00' 36.00' 36.00' 36.00' 36.60' 36.00' O�2 0 0 1 S l1000I yN -- � rJr----JI ----J r----J r----J r--I-- r----J --- o '61 1 col rn 0 L1 N31'34'57"W 16.69' L22 N45'45'16"E 28.28' O o 1 0 "W 100• `' 0 1 14.31' I I I I I 1 rn N M I �/ , S78•p0'00 o, o aLr -- 5.00'1 1 I 1 1 1 I I i i °' L------100.16-------� L2 N12'00'00"E 51.34' L23 N44'14'44"W 35.36' I I w N I I I I I I I I I I O? i� cA w 3 3 1 3 1 3 1 3 1 3 3 1 30 - w r----N89'14'44"W----- 1 19 1 cT a? - - I IN ip co c0 i0 io 1 = iD O 1 1 - L3 N45'32'14"E 28.18' L24 S44'14'44"E 22.28' Irn 1 1 16.00 I N m 0 0 0 0 0 0 cO o CO o coo N 0 1 101 � I i o - o - o - o - o - o o o C6 11 in col 13 too. w 1 J I 2 L6 3 ui ' 4 LO `� LO ;- 6 ui : 7 Sri : Q LO �- 9 Ln 10 I 1 L4 S89'40'48"E 65.87' L25 S66'41'00"W 17.70' 1 W oo' 1� 11co O rn 0 O rn O rn O O O O O N `'� 1 8•p0 00„ I 0 0 °' o 0 0 0 o rn rn o r------ i LS S44'40'04"E 43.68' L26 S58'00'00"W 9.46' 50' • I I N i N i v> I N I U) I N I N cn 0 ,n 0 100.16'------ S7 0' L41 0 1 0 1 0 1 0 0 1 o W 0 z IW I I 10 I 50 3• I I I I I I I I 0 r----N89'14'44"W----� \ 1� J 3. • I I I I I I I I I I I I - I / W 1 • L11 N I I 1 1 I I I 1 I I I I 5 00 I I :t O O c>?i�-_- �- ----� L----J L----J L---- LL---- LS--- I L--1-J L----J L-----Z L37 12 M W L6 S45'18'29"W 41.66' L27 S12'00'00"W 51.34' - - I 1 0 N 1 1 0l L7 S84'54'18"W 90.07' L28 S44'14'44"E 28.28' • S p600 W _ • 32.78' 36.00_ 36_00' 36.00' 36.00' 36.00' -36.00'- 36.00'- 40_00' -16.00, �_-135.16-----__� I 1 I N89'14'44"W 459.94' • oN Nos LLI • L8 N00'58'53"W 20.16' L29 S00'45'16"W 25.29' 100•p6 SEE NOTE 6 o p,L LA L9 NOO'45'16"E 62.05' L30 S44'14'44"E 24.28' o �tc, �� 1 S T eRF�G�� 0 -� L10 N04'24'34"W 44.22' L31 N45'45'16"E 28.28' of 1 1 1 18 0 L11 S78'00'00"W 63.71' L32 S78'00'00"W 15.45' Lnn o _ L12 N08'52'36"W 30.74' L33 N51'30'04"W 25.92' L�TF OF �O�5� L13 S89'14'44"E 51.00' L34 N78'00'00"E 11.94' 0/( W. \A J L14 S8914'44"E 14.93' L35 N38'54'08"E 25.77' .�1 CLINTON W. HANSEN, PLS 11118 L15 S00'46'44"W 84.28' L36 N52'28'21"W 8.15' LAND SOLUTIONS 231 E. 5TH ST., STE A L16 S45'45'16"W 22.23' L37 N89'14'44"W 35.00' MERIDIAN, ID 83642 L17 S00'22'10"W 44.00' L38 N10'44'39"W 29.54' SHEET 3 OF 5 o L18 S12'00'00"W 51.34' L39 N45'45'16"E 24.28' I ' I j L19 N78'00'00"E 55.44' L40 S44'27'46"E 28.39' 1 L20 N45'45'16"E 35.36' L41 S78'00'00"W 16.71' 50 0 25 50 100 alley Engineering, Inc. o Z L21 N44'14'44"W 28.28' L42 N12'00'00"W 44.10' NOTE: A, SCALE IN FEET SEE SHEET 1 OF 5 FOR NOTES. CIVIL ENGINEERING I PLANNING I CADD w �f 1„=50, SEE SHEET 2 OF 5 FOR CURVE 1119 E.STATE STREET,SUITE 210 TEL 208-938-0013 TABLES. EAGLE, ID 83616 www.baileyengineers.com r 1 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . DATE: 4-17-2023 PROJECT: TOTAL # LOTS: 102 C2023-002 THE PLAT HAS BEEN ADDED TO THE DRAWINGS SHEET FOR REFERENCE PURPOSES ONLY. FOR EXACT INFORMATION REFER TO THE RECORDED PLAT OF CENTERVILLE SUBDIVISION NO. 1. 9: 2o3:1 m o - _ - I — - ------ --- ----- ------ -- --- - --- a -` - ------------- --------- --- Lj 9 14- �- , .� ', , f co �,� KEYNOTES Q -- - - _ =_--- - ----�� - - - - -------------- PROTECT EXISTING WATER MAIN & SERVICES N ----- - _ ----- -- ____ _------------------------------------------- RIGHT—OF—WAY _ O = w - - -� PER INST. 3 - ----- -- -- --- - - ------- --- -- - --------- ----------------- -----------_- 02 PROTECT EXISTING SEWER MAIN, MANHOLES, ■i Z � -- -------- ------------ -- ------------- --- ---------- ------------ --- -- - - __-- --- ---- ----------- ------ - - ------ - ---- --------- ---- ---------------- SERVICES. Z a - - -I ------- --`\_/ \\ " --------------- -- - -- =-- /__-`---- __ ___ _____--- OO PROTECT EXISTING CURB, GUTTER, SIDEWALK, Z - __ JIDAHO POMER I ---- 7 2 7 6 I � �� 7 6 , ROAD SECTION a 11I� + I I -- 3 a NO. 107128912 I \ I 5 ® PROTECT EXISTING GRAVITY IRRIGATION. _ � N Z w LJJ PROTECT EXISTING FENCING/LOTS. DC W I a © PROTECT EXISTING POWER POLES, OVERHEAD ww a Z POWER LINES. j 26g5 07 COORDINATE PROTECTION/RELOCATION OF j o EXISTING GAS, TELEPHONE W/ UTILITY _j c - _ I ----------E NbOiDA/ - -------- - - Lu ,, \\ �_— -__ A sT --------- COMPANIES.COMPANIES. � W , I 3 _ ---- -76gg- ® NOT USED. w \ I 9 NOT USED. FUTURE PHASE O -= I CENTERVILLE ® NOT USED. NAB 3 2 21 F --- — -- SUBDIVISION s N 0 NOT USED. \ I _ 3 III _____ I __ ® DEMO APPROX 75 LF CURB & GUTTER. Q� 04/27/202? 10 t © COORDINATE W/ ACHD INSPECTION STAFF. 8 8 2 FUTURE PHASE j �II� i F OF ® DEMO APPROX 102 LF CURB & GUTTER. 9T \ CENTERVILLE I 13 14 ' 18 I e '9 ® © COORDINATE W/ ACHD INSPECTION STAFF. ��/'/N S. ----- SUBDIVISION 2j°7 DEMO APPROX 14 LF GRAVITY IRRIGATION & CHECKED BY: DISPOSE OF OFFSITE. PROTECT BOX AT DAVID A. BAILEY P.E. CONNECTION POINT. DRAWN BY: L------------ � Z---- �- -- -�_-_�=- ------ - 3 I r --- �,� �; ® COORDINATE PROTECTION/DEMO APPROX 2,240 Ksc \2j 28 LF CONCRETE & EARTHEN IRRIGATION DITCH & e � DISPOSE OF CONCRETE OFFSITE [DEPENDENT j II I O I © ON OFFSITE GRAVITY TIMING] \ 0 ® ® O © 7 ® COORDINATE PROTECTION/DEMOLITION OF 2�03--' 10 j ® '' ----" EXISTING STRUCTURES W/ DEVELOPER. BLOCK vI --©____---- - --- NOTE: ABANDONED BUILDINGS, TEST PITS OR @ I' O WATERWAYS LOCATED WITHIN CURRENT OR o FUTURE RIGHT-OF-WAY SHALL BE RE-EXCAVATED TO NATIVE SOIL AND --------- _ vv I 13 31 _ -- �' 1�� i PER �_ ,J � , I A K ILL WITH STRUCTURAL AL ILL -� 270q__,\ _I ISPWC SPECIFICATIONS. a - COORDINATE ALL DEMOLITION ACTIVITIES WITH N o, 1 - ILL F e0 €i - — —HILL_PARK--- ---------- ------ -- ----- - -;- _[inl�eAB[Cr I DEVELOPER L -- - - - ---- — — — ------------------ I \ - ---- — 15 --- � W p w I I 6 d fD Iflit ove 705 r ' kl - I - ............ '------- Ia to z3 BLOCk` 4 li i� I i l l • \\ 3 III � � ,III -r--- _2700,, to \\, 0 \ n III I ,t, W I 0 \ PRO © ® ® II j o _ 0 Z ----------- 21 1 --- FUTURE PHASE -------_—_ _—_—_s HicLs c AW. is j CENTERVILLE °s�- I 0 I � I SUBDIVISION �[7}�� 8 1 ` $iIIi --- ,4 W O J� 1 I \ II Y 13 I Q J II I 2� ' I , � I _ - W I ----- I I -- j I 1 W. MACUMBO�ST. 0 FUTURE PHASE \ I I I CENTERVILLE j m la _ j —22o SUBDIVISION ® • p W 4 I �-- �� Ld FUTURE PHASE CENTERVILLE I SUBDIVISION F, /fn W I 2704-----_, I , V , ' �� Ali � MY • - 4 ----- - - DAHO 120WER E INST. 887 -;, -\\� ------ -----_ roE ro. • \ ( \\ I _ I 4 _ E. �OCKHAMPIUN' S % HOWRY LANE SUBDIVISION NO. 2 W O LANE SUBDIVISION NO. 1 vvv vvv BK 114, PGS 16817-16824 BK 112, PGS 16284-16291 ` 0v W DATE: 4-17-2023 PROJECT: C2023-002 80 0 40 80 160 SHEET SCALE IN FEET 1"=80' A ,. o .LL h ✓ o 1 o 0 LEGEND m,• o. -- --- ---- E ° - --� -i — _ Ln -- -- - - ----` oA --- ------ - -- 6) � --------------------------- m C -------------------- - O .� ---�--- ------------------------—-------------.—�-----------.—�—�-------------�—�------------------.—�— AMITY RD. s� � . a �..� .—s -�� _ '� — w '� ———----— — — —-----------------------------------------—1 —--- ,a, ----- -----r--v---E------v EP ------ ------------r----Ep--------EP------------------Ep--------- I I __ Ca w co SS EXISTING SEWER LINE l i ----------------------------------------— 1 w EXISTING WATER LINE ------ ----------------------------------Ep--------- - ---o------------ --- ---------- ---------------------------------------------------------------------- SD NEW STORM DRAIN ......- - - ......- - - - - - - - -._._._._. --Ea ---------- - -- ------------- — — ----- ate.° q �• � �- Z f -------------------------- --.-.-.-.---.-.-.-.-.- - - - - - - - - - - - -.— E• a - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - f. �• - - - - - - - - - - - - - - - - - - - � - _ - _ - - - -'1-- - _ - - - - - - - - - - - - - - -'- - - "< t` _ _ _ _ _ _ _ W W NEW WATER LINE - - a , NEW SEWER LINE � ` P BLOCK 2 NEW PRESSURE IRRIGATION LINE I I BLOCK uj W SERVICEtz ui o _, r___ _ _ _ _ 1 U) I I I I I `\l IRR NEW GRAVITY IRRIGATION LINE a i I � � i i i i i i i i i i I .� I � W � ------------- ,� 1 I I I 1 I I I I I 1 I I 1 I • �,' 1 w 1 I I I I I I I I I I I I I I I I 1 I ' - Z w BOUNDARY LINE I 7 I I I I I I I I I I I I I I I I I � �I I I I I I I I I I I I I I I I I I I I I I I I I ;•• I 1 1 I ��----------- ROADWAY CENTER LINE I Z w co cn ' O I I O I I O I I O I I O I I O I I O I I O I I O I -'+ ROADWAY RIGHT—OF—WAY i I I 1 1 I I 1 I I 1 I 1 I I I I I I W Q I I I I I I I I I I I I I I I I I I I I I I I I I I I }I I I I 1 I I 1 I I 1 I I 1 I I I I I I I I J 1 LOT LINE I I I I I I I I I I I I I I I I I I I I I 1 -----J ''----.- J L- ---.- --T- ® __J 1 r Q • � w SANITARY SEWER MANHOLE I •. I I � I I I T- I \\, 1 � � � � WOOCJMURR �ST. � T' •——•—• I � ,' EXISTING SANITARY SEWER MANHOLE I , - --- -- - ---- --- T--_ _ _T_—_ • —_ _—_—_ _ _—_—_ ` ' AL N 4" SEWER SERVICE LINE I i } - •11 —; —' •—• ��.a --—•— I �S• . /• ..:�::i. .00 '.f;..'..:.L..: :I ..••. ..f..-: ------- ' I - i , �j�S T�,CI� I I I I I I I I I I j , r___y___l r___-'-___l r___1___l r___y___l r_ , r--_1___l r___-'-___l r--------''-------, \ i ' I Q� 04/27/2023� 1 I 1 1 I 1 1 I 1 1 1 8 8 2 TYPICAL SINGLE WATER SERVICE FUTURE PHASE 1 \ 1 1I 1 I I I I I I I I I I I I I I I I I TYPICAL DOUBLE WATER SERVICE �.� 21 ' CENTERVILLE I 9TF PROPOSED FIRE HYDRANT i ' `- I S. SUBDIVISION OF ell- SHEET�P\ I I I I I I I I I I I � I •Y c I j 1 1 I \ I►�yLO /��y I 1 I I I 1 I I 1 LOT NUMBER j L---------J L--------J L--------J L--------J L------- ------- ------- ------- ------- j I j 10 20 I CHECKED BY• - --- - . r--- -----, r--- ---, r--- ---, r--- ---, r--- ---, r--- ---, r--- ---, r--- ---, r--- ---, ® CATCH BASIN •I I I I I I I I I I I I I I I I I I r--�-, r--- ----, r---- ---, I DRAWN BY• C I I I I I I I I I I I I I I I I I I I I I I I I I I I STREET LIGHT + ` w i 1 I I 11 i i 12 \ I I •�I � i i i i i i i i i i i i i i i i i i i i i i i i t I I 1 I I 1 1 I 1 1 I 1 1 I 1 1 I I I 1 I • I I I I I I I I I I I I I I I I I I I I I I i I' 1 I 1 I I 1 I I , I I I 1 ' FUTURE PHASE ' f' ' ' ' ' ' I I I I I I I I I I I , , 1 W I I L-`T-----J L----T--J L---T---J L----,---J L---T---J L----,---J L----,---J L--- ---J L`- `-J O Q I CENTERVILLE I T T ---- --_J L_____v_J L_____�___J ... r I I I I � � I o I SUBDIVISION -' f•� -_--- ----- 25 /~!'ACING SST � T• -- 'O ul J �� ` � -e aka T----�• �• T-_ _I-_-_i-_-_T-- ^'f --------------------------- I I �'~' 1 r----�---I r----�---, r----'--- I I 8 .'; L J II I 1 i i i i i i i \\%/• R ,{ � , �----�---1 r----i---� 26 I I U _______________________ i_________________________� i� 1 W j I I I I O 1Ir-- -- I I r i --- - -- I I I L_________________________J J Iz I o • •' I " I I 1 I I 1 I I 1 � • '• ' ' ' ' ------------------------- W 1 1 • I I N ��' , La Z L �I I 1 I I 1 _________________________� I ` I L________J L______ J L________I L_____ ` -- . -- 1 � � --------------- BLOCK 4 11 -- -- I- --!-- 29 C+r 1 - - r ' O I o __________J I 12 1-- - -- ' i I r-- ---------------------------- �~ ------------------ •i--- - --i 30 T Lit---- -------------------------� I 1 + i ---------------- ----- i I ;� ---- I 0 ;-------------------------; ; I I -->s----I------------------------- I L➢ � � I L r�� -�� ii o .: ICI _J '` `------------------------' 1 1 00 32 ,II w w 11 •—. .—.�.—. .—. .—. — — •—• •—• •— �� : -------------------------- HILL PARK , I I --- � J--_ � — —• •—• �HILL PARK STREE� �-- - -- - -- - --- ' ---- LL - - - - - - - - - - - - - E� T_ F I I II .II pI - ------------------------- I — I .II - -- - --------- - ----.----- ------- ' ii. I I 16 i •rl 21 y / C i F-- ------- o -- - --1Al ------------------------ i 17 I > , q------- 0 BLOC 4 ---------------- -. II E ' i I �$ -- - -- ;------------ FUTURE- -- - I --- - - --� , -- ------- 1 ' L-------------------------J O +� CENTERVILLE "s_i I 1 1 1 f r--------1 r--------, r-------, r--------, r--------, r--------, r--------, 1 � - I I r�I \ ; I I I I I I I I I I I I I '-------------------------' I S U B D I VI S I 0 N + , I I I 1 1 I I 1 � Y' I I I I I I I I , _______ I I __�- I I I I I I I I I I I I 1 I I I , .. , L='� _��'� •: .. I I I I I I I I I I I I I ' II'__ .. _____________ _ { --" a •' I I I I I I I I I I I I I I I i ':' I . •• j ; II#L�II ------ I , 'f ' ''-_-= 1 _ '- 1 .'. ; I I I I I I I I I I I I I I � -- - --; � -- 1 •. I I I I I I I I I I I I I L------------------------- , 17 I I O O O I O I 24 I I O I I 22 1 28 27 26 25 23 - `' L-------------0-- n � � � � � -;�_ -------------- \ �` I I I I I I I I I I I I I 1 I j I }- ------ FUTURE PHASE _ - 20 --------------------- --� - I 1 1 1= • ' I I I I I I I I I I I I I I I 1 Y I a ra i 1 CENTERVILLE O 1 1 ': I I I I I I I I I I I I I 1 -----------------------J' SUBDIVISION i___ T___ T___ T___ - + ; I 1 + f• !• I I I 1 O ' •T• •T• +TI-• I .. a: :.: ' f: -•-•- �f f I ,I �I I 7 '�� •T S HILLSONG A \ I --------------------------- 1 I___..L___j ;___y___l r___y___ L � ---------------------------; '� \ ; , • •:. I 1 1 1 1 1 1 O O O O O O O O 10 1 I 1 I I I I �__________ J I 1 _________________ I / / ■ L= • 1 I I I I I I I I I 1 I I 1 I I 1 1 V J■ • \ r 1 I I I I I I I I I I I I I I I I I r-------------`---------- I � � I I I I I ,2 I I I I I I I I I I I I -- - ; L J L________J L________J L________J L__ J L________J L________J L________J L______ J I --- -- �, e�-cK 5 .� ------------------------- ' W. M �n. IS ell �,n 60 0 30 60 120 U . 1 -\, i L I �,1111111........ ......... FUTURE PHASE SCALE IN FEET i .: - �-• CENTERVILLE 1 =60 i DATE: I 4-17-2023 .,�. SUBDIVISION PROJECT: I C2023-002 1 SEE PRESSURE AND GRAVITY SEE PRESSURE AND GRAVITY _ % IRRIGATION PLANS FOR IRRIGATION PLANS FOR i CONTINUATION CONTINUATION 3o2 C� Q M 1 o � LEGEND = Q co - QQ M ■ ` N PROPERTY LINE SPOT ELEVATION = w - BUILDING SETBACKS •10.0 TBC TOP BACK OF CURB Ia .� Z - - - - - - LOT SWALE 0.59a MIN y Z � � EXISTING GRADE AT LOT � Z 2570.2 EG MIN TOP OF STEM WALL G•� CURB AND GUTTER 2572.0 M N MAX TOP OF STEM WALL = g �700 - EXISTING CONTOURS 25711 MAX LOT PAD DESIGN ELEVATION a _ a 2700-- FINISHED GRADE CONTOURS - - w DIRECTION OF SHEET FLOW W Z 5 CC �, EDGE OF PAVEMENT A OR B LOT TYPE � W W w W a � co ww _ C) � w duo _ _ \ q _ -- TEE -T E d01 - 5 -- dol _d01 - xv-usev�--- / w R ---- ------- - ------------- --_ 10 RC 7----�Q�_= 12�RC 12 RC 2 f� 12 QC _ d01� _- _ -_-- -_-_ - _- __'�- - --_ g 8 \ B 17 -• n ^--m m wr. - P EP - EP EP - - P- vEP ~. r-_EP - - -- .,. Op -- ----- _/ . J�\ONAL ---- - --- ----- .. 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'i' .>t;a •:i .': .. ....• . ,. • .i I +•�• / // I \ \ ^ '• .. ij • .!'• •, 's :• .' :. ••!�' •y,.•.•• •(�•. ' -0- .:. •1• :k i ..• ',•.. ii,••...r• t :t` t ,. :•t • •�l�• t. i•''•: � •• :. aL;•��..! :.j•. ;'i.. .•._ �^''•'`i:'r t.•r DAVID A. BAILEY•P.E. I® i ,�, \ � i \ \\ I .• 1 II • :: DRAWN BY: \ \ FG 99.0 FG 26g `_ 98.7 FG-� 98.1 FG 97.9 FG 97.8 FG 97 6 FG ma E \ I I I N ----- -97.1 FG 9 G 964 FG 96.0 FGy' Z I : a \ , ri.I o +TO 1 Ld Ld 2698.E MIN 2698.3 MIN 2698. MIN 2697.9 MIN 2697.7 MIS 697.� MIN 2697.4 MIN 2697.2 MIN 2697.0 MIN O 2700.1 MAX 2699.8 MAX 2699. MAX 2699.4 MAX 2699.2 M {X 699.1 MAX 2698.9 MAX 2698.7 MAX 2698.5 MAX w %• i I _ O© O© © O© O �., 3 © 2 © 1 © �o� f i o I : 2696.9O O O � I � I ; 269�.3 EG 2697.1 EG EG 2696.7 EG 2696.E EG I i W2696.4'EG 2696.2 EG 2696.0 EG 2695.8 EG o o 0 J!, e I 98 \ - - --_ o .. I 01 I �- .. v F ., ... - U a I 1 r-• 97.3 FG 1 FG 96.9 FG 96.7 FG 1 96.6 FG 96.4 FG 96.2 F 1 - j .• 1 0 is I V •: a«, r.. N i \\ :+ ,,.• s'': 97.0, �'�96.8....r-- �96.6 `•: :'96.4•,..�r ..• . 96.3: 96.1 • "• ..•.. ---�- , Ld N:" i. �� 95.9 ~r ,r ..., 95A7:':.'• • ._.• .r 95.5 - w Q TBC N TBC ,N TBC TBC TBC TBC TBC •TBC •TBC I- 96.1 V) o N N N TBC N w W N N N / WO M II'�" A S 0 W o 6 0 � o N w i• v v ♦ +� - - - - I- - -F--- --�- - O - � z v v -,III 2696 ��? N +o0 - �26g6 r / \ \ • • .97.0 s • •---s s • • n s�-s-�_s • s s • • s • • s • 1 s s e • s- 97.0 96.8 96.E 96.2 95&- 95.E 95.4 95.8 97.3 96.4 96.0- -- :. TBC •.... �C TBC TBC TBC TBC s T C ��-• T •� TBC i.. 96.1 B BC .• .TBC: '• �1 TBC- ------------------------------ \97.6 FG 97.3 FG 1 FG 96.9 FG 96 7 1~ 959E RIM 95.69 RIM 1 / \ 6�, Q 96� 96.3 FG 9 1 FG 95.9 FG 96.1 FG 6.5 FG / V z 2697.4 MIN 0 2698.E MIN 2698.3 MIN 2698. MIN 2697.9 MIN 2697.7 MIN 2697.5 MIN 2697.3 MIN 2697. MIN 2696.9 MIN 2698.9 MAX 2700.1 MAX 2699.8 MAX 2699. MAX 2699.4 MAX 2699. MAX 2699.0 MAX 2698.8 MAX 2698. MAX 2698 MAX O © O© © O© 50 �© �© © © 21 © Z 2697.3 EG 2697.1 EG III _ \ 269 .9 EG 2696.? EG 2696. � 2696.3 EG 2696.1 EG 1 \ \ 3 269 .9 EG 2695.7 EG/ 2696.5 EG ' I I 95.7 FG _ \ \\ r 97.E FG 97.3 FG 97.1LFG 96.9 FG 96.7 G 96.5 FG 96.3 FG 96.1 FG 95.9 FG 96.1 FG 5 FG LZ 1 \ •i l �9 - - -- - 99.2 FG FG G 0 � FG •� \ \ I '/ II 11 \ \ •. \\ 11 11 11 11 97.E FG 1 r n 1 \ 00 : 1.0 FG0 8 FG 0.4 FG 99.E 99.2 FG 98.4 FG 9 98.0 FG 98.4 .7 FG 99 1 FG II . 2701.8 MIN 2701.4 MIN 2701.0 MIN 2700. �II' 2700. MIN 2699.8 MIN 2699.4 MIN 2699.0 MIN 2699.0 MIN 2699.4 MIN 2699.8 MIN i 2703.3 MAX 2702.9 MAX 2702.5 MAX 2702.1-M X 2701. MAX 2701.3 MAX 2700.9 MAX 2700.5 MAX 2700.5 MAX 2700.9 MAX 2701.3 MAX \ \\\ I \ \ 11 © 12 © 13 © 14 B 1 1 6 © 17 © 18 B 19 B 22 © 23 © 24 © 1 - w O O 1 0 i I ,\ / \\ \\ f;•I I �Q� 2 00.8 EG 2700.4 EG 2700.0 EG 2699.6 EG 1.O FG\ 2699. EIo 2698 8 EG 2698.4 EG 2698.0 EG 2697.E EG 2698.4 EG 2698.7 EG 2699.1 EG m 0.8 FG 0.4 FG 100.0 FG 99.E 99.2 FG 98.8 FG 98.4 FG 98.0 FG '+' 2�6 , - \ 98.0 FG 98.4 FG 98.7 F 99 1 FG Wvv vv_- , vv III 97.E FG � �-_ - 97.57 RIM 97.7 RC 98.12 TBRC 98.48 TB 1 I n \ ''• � +s99.3 98.91:s„ _ :: . 98.1':.:•• s ' 97.7.; 97.3. ::.r':�' I 98.68 TBRC \I r •I sue. 0.7� .f ...r 0.5r.. r�...:� •' i ,r• I s' TBC w w TBC2BC N TBC N TBC ~ w TBC N TBC TBC w TBC TBC 97.5 2 00 _ - \`\ _ - o - o 2 N N \\TBC 25 I 98.88 TBRC 1 I ' AST - _ _ / _ ) \ . \ , l I • • s • \ • • s?_• oo \ -I - s _s�_ •� s + 698 -- -- + OO • - 98 FG W �6ggi 97.E 2699.0 MIN-,,\ 0 8�. 0.4 0.0� 99.6 ba.2 98.8 98.4 98.0 2700.5 MAX i 1 I ` ..I ;; •. TBCs,. • TBC 1 " TBCI- :y 'h• TBC!�. •i' TBC ... .TBC .•' `r TBC: ' '•; TBC: .� . \ TBC 26 O } \ B 98.1 FG W. $ 8.1j FG 97.E :I 2698.1 EG 98.1 FG - o 98.1 FG 99.9 FG 1.1 FG 0.7 FG 0.3 F 99.9 FG 99.5 G 99.1 FG 98.7 FG 2699.2 MIN TBC N 97.7 . t N 98.3 FG 2700.7 MAX :TBC 2699.2 MIN , ,f \ 2 02.1 MIN 2701.7 MIN 2701.3 M N I 2700. MAX > 2700.9 MIN 27 q. MIN 2 00.1 MIN 2699.7 MIN „' 27 B bo I\ \ 2 03.6 MAX 2703.2 MAX 2702.8 AX 2702.4 MAX 27 2- MAX 2 01.E MAX 2701.2 MAX 1 1 2698.1 EG 0 � � .°I Y r'� �• \ 1 B 2 B 3 B 4 B I B 6 B B 7 I 2698.1 EG 1 98.2 FG "I \ oO oO o 00 0 00 0 0 98.2 FG 98.2 k 97.9 , \ I I \ _ 197.9 98.2 FG 100.0 FG W I \ I 1 I 2699.3 MIN :: TBC .TBC -- -- ',I ;•� 2 00.7 EG 2700.3 EG 2699.9 G 2699.5 EG 226 MIN J. EG 98.7 EG / \ :,, I 2698.3 EG 2700.8 MAX 0 I 2700.8 MAX \210,3,-- \ --- :I pp . 1 FG 0:7,FG 0.3 FG 99.9 FG 9 1.4(FG 9.1 FG 98.7 FG 10 O 28 © O G 2698.2 EG I 2698.2 EG n 98.3 FG 98.3 G 98.0 ' I " / I I 2.7 F FG �1.0 FG-- \ 26799.5 MIN • TBC 98.0 L98.3 FG g8,3 FG 0.1 FG o _ 0.9 FG - 0 2701.0 MAX ;BC 2699.5 MIN 1 W -- �� I\ �' 1.84 RIMBLOCKRATE1 2701.0 MAX 4� � � f� �' • • SG TRAP PRIVATE - --- � I ' SEE DETAIL SHEET 4.10 2698.3 EG PRIVATE MON WELL - 2698.3 EG 98.5 FG 0. F 98.5 FG 98.5 \ I _____ 11 I 2699.E MIN TBC 198.2 98.2 98.5 FG 0.2 FG DATE: \ I I ----- 2468255.87E TBC 2699.6 MIN - i I (n \ I i y r I 4-17-2023 PRIVATE MON WEL 2701.1 MAX 1 I \ I I PER DETAIL S EE 4. 12 B I u PROJECT' 2701.1OM AXO o 1 ry \ 690512.57N o f 30 B I C2023-002 f i i I _:I O \ 2698.5 EG t i i \ I 468305.90E I 2698.5 EG I 1l , 0. 98.6 FGL11 98.6 G 98 3 , 40 0 20 40 80 SHEET 98.3 i 7 v 2699.8 MIN TBC " _ I JI 2701.3 MAX T+00 - M ATIC SHEET 3.4 MATCH SHEET 3.4 MATCH SHEET 3. 4 SCALE 4 FEET 1"=40' 3o3 C� Q oM 1 � Q 0, � 2 V IN f MATCH SHEET 3.3 MATCH SHEET 3. 3 r I I Lu J I ry , 0. 98.6 FGy 98.6 G 98.3 MATCH SHEET 3.3 ,= z ® 2699.8 MIN 98.3 L Z / n +00 TBC 2699.8 MIN I I '� 2701.3 MAX 98.6 G Z i I i / 2701.3 MAX Q� 98.6 FG 0.3 FG wLLa.ssa -r --I --- __ O t I 31 B I �N- - ��.,! -°wo]_.� i - I I __27 y'' ~1 O 0.5 FG 2698.6 EG ' I a f i I 04 -- \\ I :: \\ 98.8 FG 98.75 RIM 98.8 I I 2698.E EG 1 o ♦ / _ ----_- / \ " l y �� I _ 98.9 F 98.5 98.5 98.8 FG 98.8 FG ' _ w O - I BC Z •: .•. ..' r. .: c. o : . ;w �: . . ,.. f I I TBC; ,�_ W.C 'io ♦ ull -- --�--�- -f -� --�� ---------- •'r: t... I \� b. 0.5 FG c=i� .. MEMO 4_tt��_ 27 _ �' ' al I ` 98.6 1 `� I Z w �o / w �i oMEMO / w w w w • • • w w • w w w w w w • • w w- w 1 / 4 I �� fo 2703 1 27011.6 MAX •> TBC -� -w U� w - K oo w i �� Z .� /7 o _ o E� PARK STREET o , 1 _ - - W a m------ - - - III - - - - ��- - ® - - - - - f-- - - + _ -?ss 00 IN MEMO \ I I I 0.8 FG 2698.9 EG ui Lu Lu MEMO �:vls I 99.1 FG 9.1 98.8 ' o,Na E] l^ Q I 00 98.8 99.1 FG. 1 G M r o 2700.4 MIN TBC I s 21 w \ IIIII -__ .,• .Y +� \ -------------- -r -- ------ �� • t:... y ::$ . ..• . . 1: 1 I wi I 2701.9 MAX + y. v 1 Jf •a j. •ji _ ° I I 16 TBC 2700.5 MIN • 2702.0 MAX :y �..-�_�_ ' _ _ ___ ��-�_� 99469E.1 EG , s 20 © I �S\pNAL FNc E°sEa I I 3.42 S I . 99.4 opt, \ST �ti A • �O - 2699 EG 2700.9 MIN (V,C � .: •1 '� F' t<` 2702.4 MAX I :99.2 99.5 FG 99. IF FG Q " 04/27/2023 3.8E RIM 17 © I� BC 2701.0 MIN 8 8 2 2702.5 MAX I N 2699.4 EG ~ 17882 4.3 FG \ = o - 1.6 FG L99.9 FG I I 19 B I y FF: 2705.80 i 99.9 99.E 1 2701.3 MIN � TBC '• 2699.5 EG R \ ' • o I I DG: 2704.97 A s BLOCK 4 I E 99.7 , o. I F FG Pi1v S. c P 100.0 FG 3.6 FG • I 3.8 FG 4.0 FG --- 161 FG 3.0 FG 2.4 1$ B \ 2701.4 MIN N \ I I �• � 3.7 FG O •y I I TBC I I i 4.3FG „ „ O i 0 I I E 2702.9 MAX \ 2699.9 EG _ _ _ CHECKED BY: 1 A I 4 I III t 18 1 DAVID A. BAILEY P.E. O 3.77 I i I I 2. F 0.3 FG 0.3 7Q0 100.0 o I O DRAWN BY: 4.8 FG 4.4 FG bl FG 3.5 FG 3.1 FG 2. F 2701.7 MIN TF� r \ i I 00 4.6 FG 2700:0 EG KSC \ I 1 I 1 a \ . . . . • • • 0.4 FG 0.4 2 FG / 1 i 2703.2 MAX 5 SW • 19 © cV ;TBC 2701.8 MIN 2705.8 MIN 2705.4 MIN 2JPJ5.0 MIN_ 2704.5 MIN 2 04.1 MIN I 2703.3 MAX 4.3 FG I ` 2707.3 MAX 2706.9 MAX 27106.5 MAX '2706.0 MAX 2 05.6 MAX 2700.3 EG I __ v� h 28 27 A 26 25 4 23 O 22 O 2.7 F 0.7 FG o.7 0.4» I { 17 Z O O O O O O I I 2700.4 EG 1 I •;: I » � 1 I cJ � I 2702.2 MIN •;' TBC, I o i I O 2705.1E 2704.8 EG 2704.4 EG 2704.0 EG 2 b EG 2703.7 Mui AX TBC 0.5 0.8 FG 0. FG FG 2703.1 EG 2 02.7 E6 20 B 2702.2 MIN 1 T 4.6 FG 5.1' G 4.8 FIG 4.4 FG o I = I i 3.5 FG .1 FG 2.7 O O ; 2703.7 MAX a 2706.23 2700.7 EG o DG: 2705.4(7�% 1 1 t \ 0.8 FG 16 © I W 4.0 F - --- •0.9 i ' I 1 I '• I 21 '.. TBC f' 2700.8 EG I o •• I 1 1 l: 1.4 FG FG z \ :. T,�_•_ •0.9 14 3 4 8 4.5}�'�'"r 4 1' TBC 7 • 4. SW .: .,• , . ... � � :• r'� '• .'•3.2 ;•i' . 2.8=•. �• 2.4'••�,••.• :. ...; is '..• ,; ..•... . \ lr4.7 FG 7 \ O 1 • - TBC�'�- o • I w w w w who•-N/ 2 02 4 MIN g 1 \ 4.3 f TBC TBC TBC -- TBC TBC TBC TBC 0 2 2703.9 MAX ' z HILLSONG A 0© I W 01 _ •�- • •- Dc • . �j_• . : N • . 'TBC 2701.4 EG 04 \ I 11 r:�t"�• 4.39 S 2 0o s w� - �'I� ID `L-w . • -� 1.7 FG 1. FG N ' ` • 4.4 -•-• 4.6 4.2_ 3.8 3.4/- - 2.9 2.5__ »-r-r-« 2.1 1.7 W •__ :TBC: TBC.`.r TBC'.:: • •n +r :,r... -;• N 'TBC: TBC.. ,i + TBC f. TBC: • TBC 2703.0 MIN I - N 1 , TBC z _ . -� 1 4 r I Q co I14.7 FG 1 r :f • 11 • \ + " of o -- ---- 1.34 TBRC 2704.5 MAX 14 © I W o � z I O 1.8 FG 1.50 TBRC 1.70 TBRC 1 4.7 FG 4.9 FG 4.5 FG 4.1 F 3.7 FG 3. FG 2.8 FG 2.4 FG 2.0 FG 2701.7 EG S o 1 `' . 1 •`.\\ • • • • • • \\• • • 2.0 FG 0 FG I ;.. FF: 2706.77 DG: 2705.940 1 \ 2705.5 MIN 2 05.1 IIN 2704.7 MIN 2704. MIN 2703.8 MIN -2703.4 MIN 2703.0 MIN 2703.4 MIN I I 1 5.2 FG O t \ B 2707.0 MAX 2 06. 1 X 2706.2 MAX 2705. MAX 2705.3 MAX 2704.9 MAX 2704.5 MAX 2704.9 MAX 13 wl 3 © 4 © oB 6 OB B 8 B 9 © 0 © .06 TBRC O I O O O O O 2702.0 EG I • --------- / I » ' • 2704.9 EG 2704.5 EG 2704.1 EG 2 1 2.3 FG 2.3 4 FIG o 10 "I . I 2703.2 EG 2702 EG 2702.4 EG 2702.0 EG 2701.8 EG 0 �jz --- 5.2 FG4.7 FIG 2703.6 MIN 4>9 FG 4.5 FG 1 IG 1 3.7 FG 3.2 G 2.8 FG 2.4 FG 2.0 FG 2705.1 MAX I ----------- 1 \ 4.96 S.. 1 - �� 1 i ----- 1.8 FG !z 6.7 FG 6.9 FG _ 6.1 I --- 2702.3 EG + I 1 -� -- 4.8 FG 4.0 FG tib 1 : ----- -- -- ----- ---- -- -- -- -- -- 4. F FG 1 u u n 5.2 FG -- I 5.2 FG o \ ; = 3.9 FG 2.26 TBRC 2.46 TBRC 2.26 TBRC 0 I T 0 11 LOT OVERBUILD SHOWN - 59� GRADING FOR 10-FT DOWN FROM V I I \\ \ l LOT LINES, 2H: 1 V TO EXISTING \ -- � of v I - W Li 1128+00 l / 0 W \ I W IN I 1• N \ \ \\ \\\r\F\ W SIDEWALK MUST \ I \ BE 6" THICK r n \ I BEHIND V APPROACHES 696.93 , 0 N W - T J LDAHO GROWER Aft, INST. 9 8D _ _ _ Z\ w -�27"GIR ig \r. \ a,� \ _ - LEGEND w. n A°� ,�; ,\ SIDEWALK TIE-IN 0 „ ` } LOCATION � � _` _ _\ o W r- \o o \ a _ - -- ,_ PROPERTY LINE SPOT ELEVATION U < < I/- ': o a-`=�- _ _-�+--�_�3--- � - --- --- •10.0 TBC BUILDING SETBACKS TOP BACK OF CURB -------------...-...- LOT SCALE (0.5q MIN) I � EXISTING GRADE AT LOT 2570.2 EG MIN TOP OF STEM WALL DATE: / / CURB AND GUTTER 2572.0 MIN MAX TOP OF STEM WALL 4-17-2023 O C f \ HA M I /TON/ O I�/. _ _ _ _ 270o EXISTING CONTOURS 2573.1 MAX LOT PAD DESIGN ELEVATION PROJECT: \ _- - -- -- -- �------- --rt----- ---- - - C2023-002 II ° E_ , w •° - \ 2700-- _ 40 0 20 40 80 ]I FINISHED GRADE CONTOURS - DIRECTION OF SHEET FLOW SHEET - �� EDGE OF PAVEMENT OA OR© LOT TYPE SCALE IN FEET 1"=40' 3t4 C0 p M 0 SITE GRADINGMENEM a) = p L 1. ALL GRADING SHALL BE IN ACCORDANCE WITH THE APPROVED GRADING PLAN. V ._ o Nco 1 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 T BE SCHEDULED TO MINIMIZE SOIL DISTURBANCE. ALL DISTURBED SURFACES SHALL BE STABILIZED IN A TEMPORARY OR PERMANENT MANNER AS APPROPRIATE DURING CONSTRUCTION TO PREVENT SOIL C3 L o EROSION. L � Z 3. THE CONTRACTOR SHALL REVIEW AND FOLLOW ALL RECOMMENDATIONS PROVIDED IN THE GEOTECHNICAL ENGINEERING REPORT PREPARED BY SITE CONSULTING, LLC DATED MARCH 19, 2019. Z 4. ORGANIC SOILS SHALL BE REMOVED AS RECOMMENDED IN THE GEOTECHNICAL REPORT AND WASTED OR STOCKPILED FOR USE IN FINE GRADING. __ 5 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 ■�A a o SEGREGATED FROM UNSUITABLE MATERIALS. ALL WASTE AND HIGHLY ORGANIC OR OTHERWISE CONTAMINATED SOILS SHALL BE REMOVED FROM THE SITE AND NOT STOCKPILED FOR ANY PERIOD OF TIME. _ N WHERE PRACTICAL, STOCKPILES OF MATERIALS TO BE USED AS STRUCTURAL FILL SHALL BE PLACED ON NATIVE, STRIPPED SOILS TO PREVENT CONTAMINATION. W Z 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 >% LLI BE BASED ON SUBGRADE SOIL TYPE, COMPOSITION, AND FIRMNESS OR SOIL STABILITY. G) Z w MMMMM Z_ w 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 M� WHERE FILL HEIGHT EXCEEDS ONE (1) VERTICAL FOOT OR WHERE RECOMMENDED BY REFERENCED GEOTECHNICAL REPORT. W a 00 H p 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 J U) - REPRESENTATIVE AND/OR THE PROJECT ENGINEER. MATERIAL SHALL BE PLACED IN 8" LIFTS UNLESS OTHERWISE APPROVED BY THE GEOTECHNICAL ENGINEER. � Q 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 w DENSITY TEST PER LIFT SHALL BE 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. 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 NAL TO 1 FOOT HORIZONTAL �O�STF��G'�2F 11. FINAL SITE GRADES (CUT OR FILL) SHALL NOT EXCEED 1 FOOT VERTICAL TO 2 FEET HORIZONTAL. 04/27/2023� 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 17882 DIRECTED BY THE PROJECT ENGINEER AND/OR THE GEOTECHNICAL ENGINEER. un.� ,( 13. AL FINAL GRADING SHALL EMPLOY SLOPE ROUNDING AT TOPS OF SLOPES AND AT CHANGES IN HORIZONTAL SLOPE ALIGNMENT TO FACILITATE REVEGETATION AND PROVIDE AN ASTHETICALLY /r, F OF 0 A N S. C 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. CHECKED BY: DAVID A. BAILEY P.E. DRAWN BY: TOP OF FILL KSC FILL SLOPE H 2:1 MAX NATURAL SLOPE C� KEY MUST BE PROVIDED PER IBC FILL SOILS - ON SITE J107.3 IF FILL HEIGHT EXCEEDS 5 MATERIAL AS APPROVED zz 00 VERTICAL FEET. BY GEOTECHNICAL ENGINEER LD U) U <5 0 L 0 1 REMOVE UNSUITABLE 0 w o MATERIAL Ld N o O BENCH HEIGHTS SHALL m NOT EXCEED 5 FEET W p z �H/5 OR 2' MIN STRUCTURAL FILL PLACEMENT BASED ON 2012 IBC FIGURES J107.3 & J108.1 �- NOT TO SCALE NOTES: GRADING NOTES AND VOLUMES: e 0 1. THE BUILDING ENVELOPES ARE BASED ON CITY OF MERIDIAN SETBACKS APPROVED WITH THE CENTERVILLE SUBDIVISION DEVELOPMENT. STRIP VOLUME 4" = f7,900 cy CUT z w 2. THE MINIMUM TOP OF STEM WALL ELEVATIONS ARE BASED ON A 6" REVEAL, A ROAD EXCAVATION TO SUBGRADE 6" DROP IN THE FIRST TEN FEET, AND THEN 2% TO THE LOWEST TOP BACK OF CUT TO SUBGRADE= f7,222 cy CURB FOR THE LOT OR 1% TO THE TOP OF BACKYARD SWALE (WHICHEVER IS FILL TO SUBGRADE = ±170 cy GREATER). MIN TOP OF STEM WALL IS BASED ON IRC, SECTION R401.3. NET = f7,052 cy CUT 3. FOUNDATIONS MAY BE STEPPED A MAXIMUM OF 2 FEET. EXCAVATE UTILITIES, SEEPAGE TRENCHES = f4,503 cy CUT Z 4. REAR YARD SWALES SHOULD BE NO CLOSER THAN 10 FEET FROM THE CUT/FILL TO FINAL GRADE ON LOTS FROM 0 STRUCTURE. STRIPPED SURFACE CUT TO FG = t1,041 cy 0 5. THE BUILDING CONTRACTOR SHALL REVIEW & FOLLOW ALL RECOMMENDATIONS IN FILL TO FG = ±18,641 cy THE GEOTECHNICAL ENGINEERING REPORT BY SITE CONSULTING, LLC DATED NET = ±17,600 cy FILL MARCH 19, 2019. NET EXPORT = t1,855 cy CUT 6. EACH BUILDER SHALL CONTINUE BACKYARD SWALE. ALL CALCULATIONS ARE RAW VOLUMES BASED ON ROAD AND FINAL SURFACE 7. EXCEPTIONS TO THIS GRADING PLAN MAY BE APPROVED BY THE CITY OF MODELS DEPICTED ON THIS GRADING PLAN. THESE NUMBERS MAY VARY DUE TO MERIDIAN BUILDING OFFICIAL AT ISSUANCE OF BUILDING PERMIT BASED UPON ACTUAL SOIL COMPACTION AND SOIL SHRINKAGE. Q REVIEW OF AN ENGINEERED INDIVIDUAL LOT GRADING PLAN. 8. QUANTITIES ARE APPROXIMATE RAW VOLUMES WITHOUT ADJUSTMENT FOR NOTE: EARTHWORK CALCULATIONS DO NOT INCLUDE CUT/FILL REQUIRED FOR m COMPACTION: ROADWAY WIDENING(S) ALONG SITE FRONTAGE. W o � W THIS IS NOT A STRUCTURAL REAR LOT LINE DETAIL AND IS SHOWN FOR MIN OR MAX GRADING PURPOSES ONLY. TOP OF WALL ALL TYPE 'A' LOTS REAR LOT LINE DRAIN TO COMMON 6" MIN AREAS. SLOPE VARIES W 8" RECOMMENDEDFG J 0 1% MIN. Z .J BOTTOM OF FOOTING MIN OR MAX ELEVATION CAN 24" BE CALCULATED BY TOP Z Z I 5% MIN. \ OF WALL SUBTRACT 30" I � Lo I _ � LL0 MID POINT o I o ' . I _T OF LOT 8" TYPICAL FOOTING Iz z ELEVATION DETAIL NOT TO SCALE �� W SIDEWALK SIDEWALK DATE: J4-17-2023 CURB & PROJECT: CGU17 R STREET GUTTER STREET C2023-002 TYPE 'A' LOT TYPE 'B' LOT SHEET DRAINAGE DETAIL DRAINAGE DETAIL NOT TO SCALE 1\1iiiiiiiiiiiiiiiiiiii�� 3:NOT TO SCALE 3o5 C>f Q M 1 o � AMITY RD. A= Q KEYNOTES NI 0 °° o O SAWCUT EXIST. ASPHALT AS REQUIRED (MIN. 2') FOR 1% V N 5+51.46 - 0.00 _ C'3 w - ROSS 2701.01 EG ® CL 6+00.00 - 0.00 Z m 7+00.00 - 0.00 SD 301C & SD SLOPE 03) PER. ACHD SD-806, 8+00.00 - 0.00 ■� 2701.12 EG ® CL 2700.80 EG ® CL 9+00.00 - 0.00 10+00.00 - 0.00 WOODMURRA L _ 2700.47 EG ® CL 2699.73 EG ® CL 2698.62 EG ® CL 02 MATCH EXIST SIDEWALK. FIELD VERIFY ELEVATIONS Z -_- _ °�" PRIOR TO CONNECTION. CONST. TAPER FROM 5-FT Z TO 10-FT WIDE WALK AS SHOWN. NV_269].6, NV=P6D8:1P NV=269&„ }gyp.�,�J INDEX MAP = �J NV-269].21' INV=269673' /tnY \ • - - \ _ 1"=250' 30 CONSTRUCT PEDESTRIAN RAMP PER ISPWC SD-712C W/ ■ a T -�.ttE=- - - eOl d 1- - Nv--2s9s.3r -- O -�39� - - snP- _ - 69]6D 10 RC _ _ 1s M - - ---_ \ - - 1z�c iz RC z P-- 10-FT WIDE THROAT WIDTH. NO WING REQ. ON NORTH N o -� - - - - - - - - - - - - - - _ - � J - - ' � � - - � \ � _ - - - - - - - - - - - \ - - _ 1 J ALINGA SIDE OF RAMP... RAMP ACTS AS CURB & GUTTER = Z W _ - K _ ep EP sP El cp cp .p Ep ER EP \ - _ EP - - EP IF— TERMINUS. W U) - El- - \ EP O w o ® CONST. 5' MEANDERING SIDEWALK PER ACHD SD-709. LU o - _ _ - - - - - o - - - - - - - \ \ o � VERIFY CONSTRUCTION & LOCATION W/ LANDSCAPE PLAN. 4) 111 w ---- ----------o}--_ o ------_-- o o \ o W - _ -------- i-=--------- o ■� Z --- ----------- ------------I--- ------{ _-_-_-_-_-_ _ _ o + NOTE: ADA STANDARDS REQUIRE THAT CROSS SLOPES C'3 cn 00 rn o L SHALL NOT EXCEED 2% ON ANY PEDESTRIAN RAMP OR Z M HILL PARK PARK SIDEWALK. ACHD WILL NOT ALLOW ANY TOLERANCE FROM LI.� ¢ 00 \ \ I _ / Q = a THIS REQUIREMENT. LONGITUDINAL SLOPE ON PATHWAYS J c~n RIGHT-OF-WAY PER INST. _ U) � o SHALL NOT EXCEED 5.00%. ui J cuss ar cuRs cur - EP - Q -dol d _ _ _ dol -z =>- EP=_ _ _ ,E�-,ar - NOTE: ALL PEDESTRIAN RAMPS MUST HAVE DETECTABLE V a 6 EL °N�. °Ix ° - - `___= ODnEr - a °x ° To� - DI owner __ _- - � Tn� - - _ ��__ T-E•_ - �aE___ _ _ WARNING PER ACHD SD-712. � w ® DRDP \ wt_�}- __ __ \ \ \ -�i_aP xxxxxxx_xt xx� __ -__ __ __x _ o PEE aix °Ii oIx oIx oix o _- x Ix °Ix o '�• SEEL -- --- ----- / _ L_ NOT USED. HILLSONG O POE \ �' NAL -:! / i s •;. 6 NOT USED. SS�� LNG JC •. . •i: '••. . r •! •� •. .i. .!' • '4� i •� '•:• .< i• .. •1 �i � .J •: - ., .• •!i : <'! • ' : :'�, .�;i •.. i• •••. •• O \ c DP o 6+00.00 - 43.00R I .. ;: . • \:. .' / TREEr laa"" \ .•' 2701.12 SW 7+00.00 - 43.00R 8+00.QD-�4_'.00R, 9+00.00 - 43.O'0 \ 9+84.61 - 29.90R KEYNOTES 2 NV=2695.BTZI I 1zp RIM=2]D,.56- I 27OO.HO SW \ 2700. 7 �d"tY \ //66x�.� 04/27/2023 INV W=2696„ , SAND LENS R'//�/ \ \ as I INV=269619' INV N=2696.1,' \ 4, 2699.73 SW \ ��V f� \ 1 I I WRLE L_26966 < 5+51.46 - 43.00R I D A H 0 P 0 VISE / / i/ I 9+30.00 - 31.42R \ 10+00.00 - 43.00R O 4" WHITE FOGLINE PER ACHD TS-1112.03, DETAIL 17. NV=295.D2 ® 1 2701.00 SW / I CHECK DAM o \ \ \ 2698.62 SW LE 0 I 8+53.21 - 33.56R \ \ © 8" WHITE PER ACHD TS-1112.03, DETAIL 15. TF OF YNE EASE INST. SAND LENS I �` I I A y I \ © RIGHT TURN ARROW. �N S. CRP NO. 107128912 \\ CHECKED BY: DAVID A. BAILEY P.E. DRAWN BY: KSC 270 EXISTING GRADE 2703 W z AT ROAD � O � J o - LU --- ----- ---- - -- -- -- ---- - -- - -- ---- --- - - -- - - ___- _ = W � U 2 W 270 - - - _ _ _ - - _ 2700 a 0 AMITY CL PROFILE - - -_-__ Q W 0 HOR: "=30' �- Zow w >> > n z 269 VER: 1 =3 V) 97 N g +80 5+10 5+40 5+70 6+00 6+30 6+60 6+90 7+20 7+50 7+80 8+10 8+40 8+70 9+00 9+30 9+60 9+90 10 0 oN W I V'1 o co N � Z 10+04.60 - 29.35R 11+81.99 28.0OR W SAND LENS SAND LENS 14+05.77 - 35.50R 11+70.0�0 - 2 .00R 13+00.77 14 00.00 - 0.00 SAND LENS 11+00.00 - 0.00 !CHECK) DAM 12.50R 26-6.43 EG ® CL - I 2697.67 EG ® CL 11+35.77\ � _ - °E °E °c- - - - - - - - - - -` "- -.� _ roE - - -.IE- - _ J - _ - - - 18+49.78 0.00 - 13.05R - - - - - - - - - - - - - 0/ � 2696.93 EG @ CIL I �1 NV=269. dal / �� rop rop ` rov rop rap rov mp rop q /�/ - - \ 1 / 1 z RCl .�Dp- r➢� �p oP m o 3 m I I -3flLl e r \ \ TOP T - _ -- - - - - - - - - - - - - =_=====- = =-= - = _ - - 3 N26938]� - , 18+39.89 - 28.00R LL 0 dft - - - - �� r ��- - - _ __d. -- - _ --- - - - �=- - _ - - - 9 _ \ \ SAND LENS EP - TFL EP P roE ;� - - - - - - - -/ ,z"` - _--- ,z(R° - - - �P TOP TOP �� W 4 r �rasTO� a roc - .p -r_ J - - - = w VV p - - _w ws - - 0 \ __ °a cp ep ��'--� -�x�- u,�p w - Ep w w -W - - - Us _ - - - - - 3 r .11 _ _ o - 13+00.77 13+00.00 - O.00r°p �w 14+05.77 - - - I I - - - - -r° - p - o w -- -----_-{--- ----- --- _ 1 0 2696.79 EG C�? CL 23.50R o a I I 15+00.00 - 0. lizi - o = --_ _ -o - 2696.45 EG ® CL /'"1/V// / / / \ . 12.50R I I o 2696.47 EG ® CL o 2696.83 EG ® CL o 1 / I I -- r ----B -A -- b - - 3 9Y I - - - -�----- o o ------- o z + Cn - _ � ------ ---- ---- -- -- 105 I I3I 14+97.77 28.00R ---------- ---- - --- `"' 1� ----FP ro ------------------- -------_-_- --- -- ------ - 17+00.00 - 0.00 i� ---------- -------- -- _ _ _ _ - - o = -r°p p _ - - r°P rop L - ----- ---------- - sre�Gf1 E.Cs. \ rop p op r P A FP - ------------------------------------------ - ------------ --- - " or •-- -_. E.Ci. ems. \ rop �4p- ------ ------- � � 18+00 00 0 00 = TOE <m m,- 'ram• O �`� REDucsD - - - - -rop -------- -- Q - - - - G. G� -roE --E��- TO - - - - - - - - - - - - - - - - - - - p - - - - - - - - - - - - (n H _J EO -p-r.�ro - -� - - - - - - - - p� °E ° roE ro r°E roE roE ,°E r°E ��C(��P(S - -C fi•f��G AT�i Q r F r. -.-.- .�.��c��Ix.-.�_a-_.�N,_ .- ,� � � - - - - •- - - - - - - - - - - - -E - _ =r°E roE r°E roE roE r°E _21 _ - - - - - - - - - - - - - - - - y •; •( •. a f •; • ti r • Sr�L _ - - - - - -°- - - - -•- F�\°° oI�.�N +�'-ox -G =o a-x- - - - - - -.-....�: • T is •<. :�. .�" :• •:• •. Y ! r { • POLE y!. / -a - - - � •` . - �. ....• •d r�;-`+ • w ", �. t- - =:r'<-- -- -- --- - - ---- -- - - ,w ._• _ ! '�, .I • 4 •A • di' • ',•i. :'t •• • ••.y .;�• as � �_ 3 ..�r, :...-� SEEL - ter_ '_ ,• 3 :�,s' .•. � 11+00.00 - 43.00R � 12+00.00 - 43.00R 14+05.77 - Q 2697.69 SW / 13+00.39 - 35.50R ..t 2696.81 SW SAND • : 15+00.00 - 43.00R -- 4 \ 12+18.68 - 12+ 8.64 - 31.59R 14+00.00 - 43.00R •; 2696.48 SW 16+00.00 - 43.00R 0 BL OCK 1 18+00.00 - 43.00R 18+49.78 9 4 .0 2 - -SAND LENS 2696.45 SW -- ===== =-= = === == 2696.85 SW 696. 5 2696.85 SW M _ -__-_ __ __ __ _ __ __ __ __ __ __ _ _ W I I I I I I I I � , r � • J ' � � � � I I I IL I I I � J„• I I I \ I I I I13 00.00 - 43.001 1 � I I I I I I I I I I 26)6.46 SW I I !• 17+00.00 - 43.00R 30 0 15 30 60 W 10, O , 2696.92 SW � \ I I I I I I I I I � I I I I I I I ••.• AI I i i i I J• I j O i O i7Di i O i i 5 i 41 i 3 i i 2 i i 1 i 0) SCALE IN FEET 1 0 1 0 1 1 0 1 11 0 1 Y 1 1 I �• � - � I I � I � � ' ' I; � I I I I I O I I I � I 1 =30 I i i � � � ! I i i it I � i i i � I I I �.• I AMORITA V SEE SHEET 4.2 L.L 0 270 2700 ® W J - - _ Q z - EXISTING GRADE - - - _ AT ROAD q 0 2697 - - - -- - - -- --- -- --- --- - - - - -- - - -- - -- - - --- - - - - - - - ---_ - - - - 2697 W O = W Plans Are Accepted For Public + _r Street onstructi n p By stamping and signing the improvement plans the Registered DATE: 269 Q En ine r ensures the District that the plans conform to all District 2694 4-17-2023 policiesV 11 and standards. Variances or waivers must be specifical- PROJECT: AM IT C L PROFILE ly and previously approved y the District in writi g. Acceptance C2023-002 of thE improvement plans by the District does not relieve the SHEET N H R> "= 0' Regist red Engineer of these responsibilities. >> > BY DATE: E R: 1 =15 AD COUNTY HIGHWA DISTRICT 26 2699+90 10 20 10 50 10 80 11 10 11 40 11 70 12 00 12 30 12 60 12 90 13 20 13 50 13 80 14 10 14 40 14 70 15 00 15 30 15 60 15 90 16 20 16 50 16 80 17 10 17 40 17 70 18 00 18 30 18 6091 C� Q M 1 o � KEYNOTES Q O SAWCUT EXIST. ASPHALT AS REQUIRED (MIN. 2') FOR 1% V CIO TO 4% CROSS SLOPE (PER. ACHD SD-806, T a SD-301, & SD-303) ■_ L 7aWOA y Z Z INDEX MAP = a 1"=250' '- 'p� _ a KALINGA = Z w W cc o :;0I W U) Q, W w Z w ■� U Z w co HILL PARK PARK W � 00 000, J cn - ui LU �Q ♦♦�♦+ 0 J V w HILLSONG CS�pNAL FNG �G\S TE,Q�o'�'� F 04/27/2023 N1��.�882 9�F 0 F'� S. CRP�C� FUTURE PHASE AMITY CENTERVILLE SUBDIVISION I I° _":;� CHECKED BY: SEE SHEET 4.1 � I xl ��*!•' 2+58.50 GC y I ___ DAVID A. BAILEY P.E. V I• •. I.� �I I I i I I ••I I j I I I •;a• 4.50R i ^- DRAWN BY: W I I I I I ♦ 2696.71 TVC KSC ° .•.sir I '�e. _^ __ __ / 2+36.50 I I I I '•�'+ 25.50RHIP II •' �;. 2696.14 TVC I « 2+68.54. 050R : Y N x I - __ __ ___ ° 2696.75 TVC 2+58.50 GC 2+16.50 *I :.• °.z /n Ozsr ^N I i i i°I '+ ♦♦ 25.50R 45.50R n rl rr .r:t.: : e. :�• « .00 as9z=nw II .•� 26/96.14 TVC i M • • .i • ' 2696.25 TVC � III II '' •' I g I g I •,0'. �__ __ _ _ / / I III 3 ,99f69Z-^N •/! « I I I I 2+68.50 HP I O I� I g� 15 00 i I X I .' 25.50R \ � N I I S• A MORI VE. • i 2696.29 TVC O x I I w I I I I� � I ,►.'' \ N w w w w w 0o �I II I F •I .'I •'•• '••' ••`•'1' '•' •. .L. .i•, In •, i III • F :0 J + + U - _ S III ¢ I i 0.50% �� s S IN • 2+68.50 HP 26 N S A MORI V 6 x ° I III • • 'j i III 9 -M �$ I---- --- I -4.50L I w w w w w w i III II a :• W I •' 2696.75 TVC « N Q I o « I 15*00 ~III rn I 1-I - I- - - I- - s • ' La O I• I I g �� 8 � i III B S I .I • e .� x ° i III I I I I••. w'. III I �' I I N 2696 �I �3 i.� I I.`� 2+58.50 GC e . O o / • • W � W ,. III 13 I �w I �.o�` a / x I I 2696.714 TVC III I $ I 15--00 ~ I ;•�; « / •• •: I ::•� I .lbf�Z=^NI S I \. `�.�••':•' j' . :: �.e •:• .•� . .R:• • .' 3 .�; 3 ; A•I• a • • f3 I I R 2+68.50 HP 2+58.50 GC I ',I I ■■� I a I 00 I I II' -25.50L -25.50E 2696.29 TVC 2696.25 TVC �`L \ I •; O "• T ' 7 W .69C 9Z=ANI 3 II I / ••'' « ••• I I • • •.; 3 I 0 L III I I/ :.• 2+36.50 I CJ g .Illo t I :�•' -25.50L 3 AMORITA ISLAND 2696.02 TVC I « PLAN VIEW 2+16 o WOODMURRA • -45.,0E I III I Q I X I 3 2695.69 TVC SEE SHEET 4.3 I' . ;• I I V AMITY SEE SHEET 4.1 30 0 15 30 60 0 - J SCALE IN FEET - W 1"=30' Q 270 2703 m Q W J W V) 000 06 =270 to I- Q 2700tooO a to CO C) LO� N N NN �40) O W� MN +N NN O QWQ N o NW J W QW C� � QW J Q W 1_J 2697 ~J ~J 2697 _ 0.40% STA. 3+ 7.50 \ 1.00% -0.81% 2• 09 0q ELEV: 2696.43 AMITYFINAL GRADE AT 2694 W ROAD ® J EXISTING GRADE STA: +68.50 STA: 2+18.50 AT ROAD ELEV: 2696.34 ELEV: 2695.50 7 HIGH ONIT L 269 2691 0 W Plans Are Accepted For Public N Street Construction 268 26pp Q By stamping and signing the improvement plans, the Registered DATE: Engineer ensures the District that the plans conform to all District PROJECT' policies and standards. Variances or waivers must be specifical- AMORITA PROFILE ly and previously approved by the District in writing. Acceptance C2023-002 of the improvement plans by the District does not relieve the SHEET HOR: I "=30' Registered Engineer of these responsibilities. VER: 1 "=3' 2 BY DATE: 2684+20 3+90 3+60 3+30 3+00 2+70 2+40 2+10 1 +8D685 ADA COUNTY HIGHWAY DISTRICT C� Q M 1 o � AMITY RD. = Q 9 KEYNOTES A O INSTALL TYPE II SIDEWALK BARRICADE PER ACHD N T aUj SD-1132A W/ THICKENED EDGE ALUMINUM WITH U Llfi_TM I I I STRIPED DECALS W/ KICK PLATE. NOTE: WHERE ■� Z WOODMURRA SIDEWALK ENDS AT GRAVEL TURNAROUND, PROVIDE Z SMOOTH TRANSITION TO GRAVEL (WITHOUT BARRICADE.) INDEX MAP 2 INSTALL TYPE III TERMINUS BARRICADE 1"=250' t_1 I ITT- & "THIS ROAD WILL BE EXTENDED IN THE FUTURE" ■� a SIGN PER. ACHD SD-1132B W/ THICKENED EDGE ALUMINUM KALINGA WITH STRIPED DECALS = Z w co 03 CONSTRUCT VALLEY GUTTER PER ACHD SD-708. W W ® CONSTRUCT 5-FT TRANSITION FROM ROLLED CURB TO LLI w VERTICAL CURB AS SHOWN. Z ■ U � ti HILL 5O NOT USED. Z W (0 HILL PARK PARK W a °o © NOT USED. J C/) D CONST. 5' MEANDERING SIDEWALK PER ACHD SD-709. n VERIFY CONSTRUCTION & LOCATION W/ LANDSCAPE PLAN. w HILLSONG ® CONST. 7' SIDEWALK PER ACHD SD-709. VERIFY CONSTRUCTION & LOCATION W/ LANDSCAPE PLAN. S\pNAL FN 90 CONSTRUCT PEDESTRIAN RAMP PER ISPWC SD-712C. t` G\STE FOB R F� ® CONSTRUCT MID-BLOCK PEDESTRIAN RAMP PER ACHD Q 04/27/2023 SD-712G. 17882 MON WELL NOTE: ADA STANDARDS REQUIRE THAT CROSS SLOPES •� I 18+51.69 MON WELL AMORITA SHALL NOT EXCEED 2% ON ANY PEDESTRIAN RAMP OR 9�F I 16.50R 2468115.98E 14+95.11 GC SEE SHEET 4.2 THDISWREQUIREMEDNT/I LONGTUDINALL NOT L SLOPE ANY OONRPATHWAYANCE OSM �FV/N SFOFtP�� 2697.33 TRC 36.50R 1 2696.02 TVC SHALL NOT EXCEED 5.00%. •• Co I I NOTE: ALL PEDESTRIAN RAMPS MUST HAVE DETECTABLE CHECKED BY: 18+58.69 �9) O O O O 4 3 2 1 '� �o� ..r j 36.50R11 GC WARNING PER ACHD SD-712. DAVID A. BAILEY P.E. O O 1 1 16.50R 18+33.74 GC O O `y 2696.14 TVC DRAWN BY: 2697.63 TVC I 16.50R 15+15.11 GC 11 NOT USED. KSC 8 2697.07 TRC 16.50R J. 14+24.11 GC 1 2695.69 TVC " 1 16.50R NOT USED. 18+21.11 MON WELL 1 2696.14 TVC 18+67.62 7 15+23.18 e : 16.50R 690912.73N ` © CB #1N - INV ELEV: 2692.42 W/ 1' SUMP PER 26.24R 2697.01 TRC 16.50R r0 g 2468399.02E ( ACHD SD-604A, TYPE IV. CONST. 29 LF 12" C-900 2697.89 TVC 2695.44 TRC 'o. �� 9 �p ® 0.69% TO CB #1 S 18+70.25 I 17+85.11 17+49.11 17+13.11 16+77.11 16+41.11 16+05.11 15+69.11 15+29.11 9 y o 1 (QP,00=1.66 cfs, QP2s=1.19 cfs) 6, 16.50R 16.50R 16.50R 16.50R 16.50R 16.50R 16.50R 16.50R o 0 38.83R it 2696.U2 TRC 2696.63 TRC 2696.44 TRC 2696.25 TRC 2696.06 TRC 2695.87 TRC 2695.68 TRC 2695.47 TRC ..� ® CB #1S W/ 1' SUMP PER ACHD SD-604A, TYPE IV. 2698.09 TVC 9 C+r. INV IN (12'):2692.22 t 3 1 INV OUT (15"):2691.97 2 � 1 . �••• ••: t •• •:• • ._••• .s � ••• •••r•: :•v • �•�•••�• ••• •!� CONST. 19 LF 15" SDR-35 00.53% TO SG TRAP #1. 86.42 18 40.32R 9 '' 6g w w w w w w w w w w w - - w - w - 0.50W (QP,00=1.02 cfs, QPzs=0.73 cfs) z 40.32R � �� 2 c c w w w w w w w 0.50% � 2698.11 TVC 7 0 �� C. WOO�MURRA J s.so p �+-- - - - _ + _ _ _� - 4 0 « 3 F/L 4 FUTURE PHASE ® SG TRAP #1. SEE DETAIL SHEET 4.10 a 18+85.57 �° - - -�4- - - - CENTERVILLE 31.09R s s st-s s 2696ii 2+00 2696 N 2698.04 TVC �•50 3 30 30-F 30 s S 9� _ S s _ 2 SUBDIVISION ® SEEPAGE BED #1 (PER ACHD BMP 20). SEE DETAIL w / 30 _ s s s s s s s Is s s SHEET 4.10 9 i • :' .•'•.• • • • .. • E.G. E.G.- • Q ..' . _• r •..• .t. :- i• •.• 13+95.18 18+94.81 s ___ © CONSTRUCT MONITORING WELL #1 A PER ACHD SD-627. L+1 a 16.50R R66,g �,_MON I~6 I~6 - 1 16' 1--6 -�I [-6' �� 7 -16.70Z----- SEE DETAIL SHEET 4.10. N o 2698.14 TVC 7 •• WELL 16+31.18 15+95.18 S �S• i 2696.05 TRC j 14+59.18 •� 0 17+75.18 16+67.18 -16.50E -16.50E \_ I ® CONSTRUCT MONITORING WELL #1 B PER ACHD SD-627. W o -16.50E � z 690879.06N 17+39.18 17+03.18 -16.50L 2696.01 TRC 2695.82 TRC O I SEE DETAIL SHEET 4.10. 2468152.96E -16.50L -16.50L -16.50L 2696.20 TRC 15+23.18 2695.76 TRC c3 18+11.18 2696.77 TRC -16.50L 19+02.46 / CP 2696.58 TRC 2696.39 TRC 15+59.18 I ® NOT USED. -16.50E 2695.44 TRC I , I 16.50R ! 2696.96 TRC -16.50L 14+24.11 GC W 19+02.45 2695.63 TRC 15+15.11 GC I NOT USED. 2698.04 TRC •' 3 18+33.74 GC -16.50E -16.50L -16.50L -14.50E 2698.04 TRC 2695.27 EP 2695.94 TRC = I - j 2697 TRC CB #2N INV ELEV: 2691.87 W/ 1' SUMP PER 1 21 I ® ACHD® 0 65% TO 4A TYPE IV. CONST. 31 LF 12" C-900 3 O O O O O O O I 18+51.28 MON WELL QP,00=1.41 cfs QP25=1.01 cfs '•' ) LL 0 STA '• -16.49L 690783.32N CB #2S W/ 1' SUMP PER ACHD SD-604A, TYPE IV. W MgTC 19 0 00 2697.32 TRC 2468473.90E INV IN (12"):2691.67 0 H +5 SHEET 4.4 690767..97N 7 CONST.T1(F"15 6 S1DR2 35 ® 5.00% TO SG TRAP #2. BL 0 CK 3 2468449.81E I (QP,00=1.19 cfs, QP25=0.86 cfs) 20 I SG TRAP #2. SEE DETAIL SHEET 4.10 9 SEEPAGE BED #2 (PER ACHD BMP 20). SEE DETAIL PI PI ri �� __ __ SHEET 4.10 0 A p A R CONSTRUCT MONITORING WELL #2A PER ACHD SD-627. - SEE DETAIL SHEET 4.10. / ^ 0 I ® CONSTRUCT MONITORING WELL #2B PER ACHD SD-627. j SEE DETAIL SHEET 4.10. 30 0 15 30 60 .............................. >- W SCALE IN FEET Q 1"=30' z M W 270 2706 W J V) 270 2703 W W J ^ Z JW M �N 00 270 00 �, Q' �o Q I N 2700 - V FINAL GRADE AT Q = > V 1 - - - Q Q ROAD +co �N ENV nC140 0% N 0 - � - - - - - "'N W Z 1 0 Q �Ct7 Q QW QW 2697 W N w c~i�w m 2697 W ® J 0. 0 o - - - - 0.40% \-- - - - -- - - - - - - - �.SD��-- ---0- - - - - - - -- - - - - - - Z STA: 15+23.18 0 LJ.I I . 269 O W EXISTING �ADE ELEV: 2695.52 2694 + -r LOW POINT u 0) (n Plans Are Accepted For Public I Street Construction = [\"I2 C-900 DATE: Q STORM DRAIN By stamping and signing the improvement plans, the Registered 4-17-2023 269 - 2691 Engineer ensures the District that the plans conform to all District GO ~ STORM D IN policies and standards. Variances or waivers must be specifical- PROJECT: Q ly and previously approved by the District in writing. Acceptance C2023-002 _ of the improvement plans by the District does not relieve the SHEET HOR: "=30' Registered Engineer of these responsibilities. VER: 1 "=3' BY DATE: g ADA COUNTY HIGHWAY DISTRICT 4o3 26T 80 19 50 19 20 18 90 18 60 18 30 18 00 17 70 17 40 17 10 16 80 16 50 16 20 15 90 15 60 15 30 15 00 14 70 14 40 14 10 13 80 13 50 13 h' C� Q M 1 AMITY RD. = o 0 KEYNOTES MENNEN Q A o O INSTALL TYPE II SIDEWALK BARRICADE PER ACHD 0 ® CB #5E W/ 1' SUMP PER ACHD SD-601. o r 5 CONST. 5' MEANDERING SIDEWALK PER ACHD SD-709. V N ITSD-1132A W/ THICKENED EDGE ALUMINUM WITH VERIFY CONSTRUCTION & LOCATION W/ LANDSCAPE PLAN. INV IN (12"):2698.46 J n STRIPED DECALS W/ KICK PLATE. NOTE: WHERE INV OUT (15"):2698.21 = C'3 w co WOODMURRA SIDEWALK ENDS AT GRAVEL TURNAROUND, PROVIDE O ■� Z_ ~ 6 CONSTRUCT PEDESTRIAN RAMP PER ISPWC SD-712C. CONST. 8 LF 15" SDR-35 ® 1.25% TO SG TRAP #5. SMOOTH TRANSITION TO GRAVEL (WITHOUT BARRICADE.) (QP,00=1.48 cfs, QP2s=1.06 cfs) Z INDEX MAP (D INSTALL TYPE III TERMINUS BARRICADE 7O CONSTRUCT PEDESTRIAN RAMP, TYPE 'H2' FOR ROLLED Z CURB. SEE DETAIL SHEET 4.9. ® SG TRAP #5. SEE DETAIL SHEET 4.10 & "THIS ROAD WILL BE EXTENDED IN THE FUTURE" = a 1" IEMEN '=250 SIGN PER. ACHD SD-1132B W/ THICKENED EDGE ALUMINUM ® CONSTRUCT PEDESTRIAN RAMP, TYPE 'H7' FOR ROLLED ® SEEPAGE BED #5 (PER ACHD BMP 20). SEE DETAIL ■` W KALINGA WITH STRIPED DECALS CURB. SEE DETAIL SHEET 4.9. SHEET 4.10 = (wj Z: 30 CONSTRUCT 5-FT TRANSITION FROM ROLLED CURB TO Z ' VERTICAL CURB AS SHOWN. NOTE: ADA STANDARDS REQUIRE THAT CROSS SLOPES © CONSTRUCT MONITORING WELL #5A PER ACHD SD-627. W � Z) ~o SHALL NOT EXCEED 2% ON ANY PEDESTRIAN RAMP OR SEE DETAIL SHEET 4.10. U) SIDEWALK. ACHD WILL NOT ALLOW ANY TOLERANCE FROM W w ® CONSTRUCT VALLEY GUTTER PER ACHD SD-708. THIS REQUIREMENT. LONGITUDINAL SLOPE ON PATHWAYS ® CONSTRUCT MONITORING WELL #5B PER ACHD SD-627. Z w SHALL NOT EXCEED 5.00%. SEE DETAIL SHEET 4.10. ■� U Z w co HILL PARK PHILL ARK NOTE: ALL PEDESTRIAN RAMPS MUST HAVE DETECTABLE ® NOT USED. W ¢ n WARNING PER ACHD SD-712. o ® CB #6 - INV ELEV: 2700.32 W/ 1' SUMP PER ACHD ? rn J 0 NOT USED. t SD-604A, TYPE IV. CONST. 49 LF 12" C-900 9 ® 0.41% TO SG TRAP #6 V w ® NOT USED. (QP,00=1.87 cfs, QP2s=1.34 cfs) HILLSONG O s 11 NOT USED. ® SG TRAP #6. SEE DETAIL SHEET 4.10 © NOT USED. ® SEEPAGE BED #6 (PER ACHD BMP 20). SEE DETAIL �S�ONAL FNG SHEET 4.10 �� G\STER 0 Q © CB #5W - INV ELEV: 2698.66 W/ 1' SUMP PER ACHD J MON WELL J ` SD-604A, TYPE IV. CONST. 29 LF 12" C-900 ® CONSTRUCT MONITORING WELL #5A PER ACHD SD-627. Q 04/27/2023 O CQ 690513.30N rn ® 0.69% TO CB #5E SEE DETAIL SHEET 4.10. 2468179.15E �V (QP,ao=1.43 cfs, QPzs=1.03 cfs) N�� 2 CONSTRUCT MONITORING WELL #5B PER ACHD SD-627. SEE DETAIL SHEET 4.10. S. CRP\ 24+26.04 MON w WELL 903 -33.50E 03 -/ 10.73N O 2 68198.48E I CHECKED BY: 2703.77 TVC N HILLSONG 26+29.56 I DAVID A. BAILEY P.E. 24+11.83 O SEE SHEET 4.7 -36.50'L DRAWN BY: f.: (�+)53.80- 23+08.90 -19.28L 2704.51 TRC KSC -32.77L 2703.46 TVC 2702.81 TVC -16.50L 24+05.11 GC 2698.76 26+49.56 GC TRC -16.50L I KALINGA i I 2703.32 TVC O'Ot121 -16.50L J SEE SHEET 4.5 22+47.54 24+89 , .42 :: -19.28L 23+07.13 23+22.39 24+75.29 -19.86E „ 2702.05 TVC -33.50L -19.28L -33.16L 2703.66 TVC 00 25+96.56 ; `.. 2704.47 TRC 3 27028 .81 TVC ;, 1 _ +96.91 t +• 21+16.92 2702.81 TVC 2703.99 TVC N -36.50E 20+63.92 GC 20+83.942 -'-. 25+76.56 GC-36.50E 22+61.02 24+61.57 2704.41 TRC `' � 2704.89 TRC -16.50E -36.50 2700.71 TRC2700-1 TRC 2700.66 TR -32.77E 23+ 9.11 GC -33.44L -16.50E0 2702.35 TVC -16 50L 2703.94 TVC 2703.96 TRC ; �e •: FUTURE PHASE 19+88.45 �-a ems, o- __ 270 .79 VC o -�� 2 CENTERVILLE 24 TRC 1 6.50L � = 21+36.92 GC O'OZ SUBDIVISION Z -16.50E o 22+62.79 Q o 25+0583 $ 0 2700.67 TRC -33.50E0 2703.61 TRC ~ 6 IO 22137116 70 N- / _ •• s�- ;. O •i .M -. �•• Eg W m a. �- • 2. 87 6 5 L •. ;� o! •• w 406 5 � 701 TVC •'"' •' ;= 6 6 ,:.' Q o•,•�' o.,o% '� 4 1� � o .� .••...., �:..` •. 1: c, �,•. •• •,• ••.'..i .rl A' �^�°�° �"�`�° .:�. •. .r "� ~ 'i<;v •'� �f W_ O ALE 8 3 " ' y ' a`' h j o 26+96.91 p _W 1� g 16.50R W Q o M -- 2704.89 TRC N o to W w w w w 0.50% 1 soy - - - - -- w ILL + W 0 O w w w W w w w w - r 2704 1 > rn � ry6°� o rl'10 4 F700.30 p - 0 3 2� w w w � o 0 3 3 � �5 „ 2� 1 0 4 s. OCIKPOR T w WA Y-�o o - s� w- o � z S- -�-I - - - - - . 1 �- �,� :i . . • 7 $ s s s s r $ 7.30 s ' s ° 2�s s s - s s _ g SP\V 26+49.56 GC 2 3 2.73 3 s 16.50R 14.50R 0.70% I F�N0.70% � 2703.32 TRC •' • '•' •• 7 •�• 2704.27 EP . •. 25+76.56 GC 0 19+88.45t 20+63.92 GC 7 7 N 4 I �' :•: :s• :..•.�.. ;�*. .: ., 16.50R.83 126.05096`T. 1 LL 1 16.50R 16.50R 22+37.16 6 ; o `: 6 24+05.1 GC MON WELL 2703.61 TRC0 2699.24 TRC 2700.30 TRC 16.50R 23+29.11 GC p f 16.50R 690257.91 N 5 I W 21+36.92 GC 2701.66 TRC 16.50R ��' I Q, O 2703.31 TVC 2468032.45E 16.50R 2702.78 TVC 6 �,� I : 6 64 O 1 0 2700.67 TRC O 1 23+49.10 I 3. MON WELL I 690483.47N 36.35R I 23 85.11 O 19+53.80 2468030.36E 2703.18 TVC 4. 36. 5R cr_ 16.50R I 27 3.27 TVC 2698.76 TRC I S I/ 6 2 +56. 8 ,n O BLOC C K 30 0 15 30 60 0 16 50R .. B - I N O O 27 3.36 TRC SCALE IN FEET HILL PARK 0 �SEE SHEET 4.8 1"=30' -Q��J _ j 271 2712 ! \/ W- W 0 m 270 � zW L 2709 W� J M �rn0 Q 00 + co O O ��0 00 Y C:)n< � Q N J CO NNW Q ..0 n H NIn N¢ c`oo +�v N W .> _ ¢>a z LL 270 LO +^U ") N W EXISTING GRADE Q Q C N W 0 2706 W NLOW NNW N J QWa AT ROAD � 0 _ W - - - 0.87% - N Nco OI�U >O HJW - - - - - - - - 0.70% J IMo Op Q M02 NWC� N C� - 0. 0% U 2703 - V N 0 � V (n Q a J Y J - � -_ - -- FINAL GRADE AT-J Cl) (nEDej (NWC� -- - ---- ROAD 0.50% - 0 270 - ---- 2700 ® W j 1• 12" C-9 0 12" C-900 STORM DRAIN STORM DRAIN 2697 2697 0 W Plans Are Accepted For Public �/ o Street Construction LL By stamping and signing the improvement plans the Registered Engine r ensures the District that the plans conform to all District DATE: dolicie3 and standards. Variances or waivers must be specifical- 2694 4-17-2023 269 ly and previously approved y the District in writing. Acceptance PROJECT' of thE improvement plans by the District does not relieve the C2023-002 STD K P 0 RT-W00 D M IJ RA PROFILE Registered Engineer of these responsibilities. H R: 1 "= 13) BY 0' DATE: 26? SHEET AD COUNTY HIGHWA DISTRICT 26 ER: 1 "_ 4 20 19 50 19 80 20 10 20 40 20 70 21 00 21 30 21 60 21 90 22 20 22 50 22 80 23 10 23 40 23 70 24 00 24 30 24 60 24 90 25 20 25 50 25 80 26 10 26 40 26 70 27 00 27 3091 • Q O E KEYNOTES = co � 0) 10 THICKEN SIDEWALK TO 6" AT DRIVEWAY APPROACH PER N T ACHD 710B. _ w O co CONST. COMMON DRIVEWAY PER DETAIL, SHEET 4.9. .i ~Z 4) Z O CB #3S - INV ELEV: 2694.20 W/ 1' SUMP PER Z ACHD SD-604A, TYPE IV. CONST. 29 LF 12" C-900 ® 0.69% TO CB #3N. MENEM= 0. (QP,ao=1.23 cfs, QP2s=0.88 cfs) `� o N ® CB #3N W/ 1' SUMP PER ACHD SD-604A, TYPE IV. Wtz Z w INV IN (12"):2694.00 INV OUT (15"):2693.75 W W w CONST. 19 LF 15" SDR-35 ® 0.53% TO SG TRAP #3. Z w i C'3 U) C° 1 21 (QP,o�1.82 cfs, QPzs=1.31 cfs) I 5O SEEPAGE BED #3 (PER ACHD BMP 20). SEE DETAIL Z L 690783.32NMON WELL- SHEET 4.10. L j a 00 2468473.90E ICn W ui o © SG TRAP #3. SEE DETAIL SHEET 4.10. Uj � a 7O CONSTRUCT MONITORING WELL #3A PER ACHD SD-627. w SEE DETAIL SHEET 4.10. 20 I ® CONSTRUCT MONITORING WELL #3B PER ACHD SD-627. SEE DETAIL SHEET 4.10. S\pNAL COFl- EN N !1 A !1 A A -- O C'�S T h ER c%LF A A A Q� 04/27/2023� N �82 2+36.50 AMITY RD. � V' -16.5OL 9T 2700.66 TRC 'r��INS. F C�P�C� STOCKPORT . SEE SHEET 4.4 I 2+16.50 11 12 13 14 15 16 17 18 19 22 23 24 WOODMURRA CHECKED BY: DAVID A. BAILEY P.E. t•.I �'� f 2700.30 TRC DRAWN BY: INDEX MAP KSC O� 2+48.50 GC 3+57.00 -16.5OL -16.5OL 5+75.01 6 1"=250' 2700.79 TRC 1b I ♦�j 2+58.50 HP 2699.73 TRC -16.50E �O 2+58. E 3+21.00 3+93.00 4+29.00 4+65.00 5+01.00 2697.28 TRC 5+99.69 KALINGA F-16.50L 5+3700 5+73.00 5 -21.53L 2700.83 TRC -16.5OL -16.5OL -16.5OL -16.5OL -16.5OL -16.5OL 0 2697.42 TRC 27oa13 TRC SEE SHEET 3.3 FOR 2699.32 TRC 2698.92 TRC 2698.51 TRC 2698.11 TRC 2697.70 TRC 2697.30 TRC v� � 'I I of :a•. . r:. .•.. :. • ... . .. . DRIVEWAY GRADES. o . - .:« W - W - -W - - -W - W - - - - .: .. - - - - - - - - 2+85.Q0 6+09 81 HIL -16.50E W W W W W W W W W W W -25.82E HILL PARK PARK �`T a 2g 00 - _ - - o27OO.54 TRC 2�o, - r�7 K GA J l 00 2697.48 TRC O 25 0 s f s s s s s��- - -I - -FI - - - - +� - + - o o - s s s s s 9 s s s s �' s o F - - - - - - - - - s s s 0.69% - • - - - - - - - - - - - - - 2r°g 8 3 6+34.45 7 U '�� I �ro �. . : .•'• +.•. . - - - - \ RC HILLSONG 25 75L " o £� `: ' �. • :. ♦ �!. 4 ' �•., :,. •' ., : ♦ • ••! . •:'. . ..,. .. �: .; .l.� s 2697.63 T a o 0I � •' 2+60.00 � :•• �::••• •• ••• •• � 6+44.34 26 1 o D O 0 3+32.00 {{ 16.5OR 3+68.00 4+04.00 4+40.00 4+76.00 5+15.00 8 �\ -21.53E W � 2700.82 TRC 16.5OR 16.5OR 16.5OR 16.5OR 16.5OR 16.5OR ° \ 2697.69 TRC (N o 5+75.01 E � " 'Q2 2700.01 TRC 2699.60 TRC 2699.20 TRC 2698.79 TRC 2698.39 TRC 2697.95 TRC W o •� I �O. 2+58.50 HP .• 16.5OR 2+96.00 16.5OR 1� } 2700.83 TRC 16.5OR 2697.28 TRC Q� Z 33' 2700.41 TRC MON WELL 6+52.23 47' 69O637.72N O 6+33.48 -18.24L 2468407.12E 16.5OR f 2697.74 TRC 27 W 5+80.00 2697.63 TRC STOCKPORT O O O O O O O 16.5OR •• 616 5OL GC 2697.31 TRC " I SEE SHEET 4.4 2697.81 TRC� ::.° L48.50 GC \ 16.5OR 6+64.04 GC •' 16.50R9 TRC 16.5OR d. -2+36.50 00.792697.81 TRC 6+82.04 6+84.33 LL 0 16.5OR 10 16.5OR „7 0 697.8E 2700.71 TRC 2697.88 TRC 2697.89 TRC STA 7+00.00 28 7 2+16.50 MATCH SHEET 4.6 0 ` 36.5OR 2700.67 TRC -!I A A A !I !1 A- 30 0 15 30 60 Z BL OCK 4 0 SCALE IN FEET 1"=309 '-/n� 0 V , 270 2709 0� > 0 270 2706 m LJ 0llQ D W boo= V Y o C) 4 o +N V STA: 2+58.50 270 " N N +Ill N 041,,W /HIGH POINT ELEV. 2700.91 2703 (nQW 1 HJW W C�NW HJ NWC9 O00 Z WI fn W O M p^j = ..1 _�0- Ibn- -200% - _40% FINAL GRADE AT ^0) Z +Co U - - - - - - - -- - ROAD +NO W �' '' 0 2700 _270 - - - , Q -1�7 HJ O W \STA: 2+18.50 N W -j ELEV.- 2700.27 2697 � - - - - - - - -- -- - -- -- - - - - - - - --- 2697 W j EXISTING GRADE co AT ROAD O 7 0E- W 269 6 W Lij 26940 \-1 2" C-900 + = �/ U STORM DRAIN Street Plans Are Accepted For Public L.L Q = Street Construction U DATE' B stamping and signing the improvement plans, the Registered 4-17-2023269 2691 Engineer ensures the District that the plans conform to all District policies and standards. Variances or waivers must be s ecifical- PROJECT: K LI N GA- M 0 R ITA H I ��S O N PROFILE and previously approved by the District in writing. Acceptance C2O23-002 H 0 R: "=3 0' of the improvement plans by the District does not relieve the SHEET Registered Engineer of these responsibilities. VER: 1 "=3' BY DATE: ADA COUNTY HIGHWAY DISTRICT4e5 +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+ 0 C� Q M 1 AMITY RD. = o 0 KEYNOTES Q M CID o O INSTALL TYPE II SIDEWALK BARRICADE PER ACHD V N a SD-1132A W/ THICKENED EDGE ALUMINUM WITH = w y a STRIPED DECALS W/ KICK PLATE. NOTE: WHERE WOODMURRA SIDEWALK ENDS AT GRAVEL TURNAROUND, PROVIDE ■y Z ~ FUTURE PHASE SMOOTH TRANSITION TO GRAVEL (WITHOUT BARRICADE.) CENTERVILLE SUBDIVISION Z INDEX MAP (D INSTALL TYPE III TERMINUS BARRICADE = g 2+48.50 GC » > & "THIS ROAD WILL BE EXTENDED IN THE FUTURE" ■� a -16.50L 3165 OL 3+18.50 1 =250 SIGN PER. ACHD SD-1132B W/ THICKENED EDGE ALUMINUM � a 2698.96 TRC 16.5OR KALINGA WITH STRIPED DECALS 2+36.50 2699.24 TRC 2699.24 TRC = Z -16.50E 03 CONSTRUCT VALLEY GUTTER PER ACHD SD-708. W 2698.82 TRC o W U) 8+47.33 ® NOT USED. W W Z w 2698.82 TRC 1 2 O NOT USED. '� (� W � HILL PARK PARK Z CID _ __ __ _ 6 CONSTRUCT PEDESTRIAN RAMP, TYPE 'H4' FOR ROLLED LU a 00 BLOCK - -- -- - O CURB. SEE DETAIL SHEET 4.9. J W • ' A A ^ Ell 33' i 2+48.50 GC 07 CONSTRUCT MID-BLOCK PEDESTRIAN RAMP PER ACHD - �' 47' 0 8+28.33 16.50R SD-712G. V 7 w -16.53E '�,r 3 2698.96 TRC 2698.47 TRC 3 00 2+36.50 NOTE: ADA STANDARDS REQUIRE THAT CROSS SLOPES 2+16.50 .;, 16.50R 8+99.33 HILLSONG SHALL NOT EXCEED 2% ON ANY PEDESTRIAN RAMP OR -36.50E rn F2698.87 TRC -16.53E MfE SIDEWALK. ACHD WILL NOT ALLOW ANY TOLERANCE FROM 2698.46 TRC 3 � 2698.83 TRC THIS REQUIREMENT. LONGITUDINAL SLOPE ON PATHWAYS �k,`3 C sTE�N��ti N .:. � O O� 00 RFa F�c, SHALL NOT EXCEED 5.00%. 8+27.33 GC NOTE: ALL PEDESTRIAN RAMPS MUST HAVE DETECTABLE Q 04/27/2023 -16.50E ; I 8+80.33 2+16.50 WARNING PER ACHD SD-712. N��2 2698.46 TRC i 2698.8E 3698.8 2698.87 TRC 2698.83 TRC ® NOT USED. 8+26.04 -16.50L 9+00.33 GC � 2698.46 TRC O• O -16.50L 09 NOT USED. ccV N S. r?, 0�� 6 i 6 ryo 2698.83 TRC ® CB #4E - INV ELEV: 2695.46 W/ 1' SUMP PER ACHD 7+20.33 7+56.33 7+92.33 • � 9+35.33 9+71.33 SD-604A, TYPE IV. CONST. 29 LF 12" C-900 CHECKED BY: -16.50E -16.50E -16.50E 2698.04 TRC 16.50L -16.50L ® 0.69% TO CB #4W DAVID A. BAILEY P.E. 2698.18 TRC 2698.32 TRC 6 3 0 6 2699.24 TRC 2699.67 TRC (QP,00=1.93 cfs, QP2s=1.39 cfs) DRAWN BY: o ,� 11 INV IN (12):2695 26 PER ACHD SD-604A, TYPE IV. KSC Lq INV OUT (15"):2695.01 0 w _W_W W w w o�so% w 98 so% w w w o CONST. 19 LF 15" SDR-35 ® 0.53% TO SG TRAP #4. w _ MORI TA _ MO_ Rl TA _ _ 3 F/� (QP,00=1.25 cfs, QPzs=0.90 cfs) _ Ow + © SG TRAP #4. SEE DETAIL SHEET 4.10 -i - - - - o _ - s s s s �I s s s+00 s �+ s s s 0 U7 � Q 2698 1 2699 S Q • : w ;� , '::. s ti: _.•ti. .: :::t ;t •�: ,� r� © DETAILGSHEEDT 4 10PER ACHD BMP 20). SEE 7 7+90.04 16.5OR �S 8+89.33 9+61.33 9+97.33 ® CONSTRUCT MONITORING WELL #4A PER ACHD SD-627. 16.50R 16.50R �lg• 7 14.50R 7 16.50R 16.50R SEE DETAIL SHEET 4.10. Z 2698.17 TRC 2698.31 TRC O 2698.57 EP L2699.55 TRC 2699.98 TRC CONSTRUCT MONITORING WELL #46 PER ACHD SD-627. F 7+18.04 8+26.04 8+53.33 9+25.33 © n 16.50R 16.50R 16.50R SEE DETAIL SHEET 4.10. 2698.03 TRC 2698.46 TRC 16.50R 2699.13 TRC U 2698.59 TRC w 8+27.33 GC MON WELL 16.50R 690359.95N 2698.46 TRC 2468470.49E W Q O � � ►'7 lf') co � 00 N � � z 9+00.33 GC 16.50R 2698.8.83 TRC BL OCK 4 j • MON WELL W 690433.05N 0 Z 2468348.61E 30 0 15 30 60 n Z LL SCALE IN FEET 0 1"=30' -//�� 0 270 2709 270 2709 � - j - W 0 270 2706 270 2706 m W M J W O o Q �M " M 06 0) �270 oo 2703 270 O O . IL v 2703 00< 00 0 00 Q0 Q.CY) + OcD0 O0HT_G0 +OU M W co �C4 +N +0 Cq 0 0 c0 W+C LU \ FINAL GRADE AT ..�� QW Q N�Q +N Q HJZ T ROAD � QW� HJ NWC�� HJ QW (~WC' (nWW 270 ~W - - _ 2700 270 �W 2700 -- 0.40% V _ O.5LQy-_- _ -ASfr% �-0 - - 4_. % - - - --- -- - - - - 0.40 -- - EXISTING GRACE 0 � 2697 EXISTING GRADE 2697 2697 AT ROAD 2697 ®� � W J AT ROAD 1 STA: 2+18.50 O � O � ELEV. 2698.44 < z - 12" C- 00 O STORM DRAIN ' ~ 2694, O w O IIIw 2694 269 2694 0 W + _ + = Plans Are Accepted For Public U Street Construction Z2 By stamping and signing the improvement plans, the Registered DATE: U Q U Engineer ensures the District that the plans conform to all District 269 2691 269 2691 policies and standards. Variances or waivers must be specifical-ly 4-17-2023 Q KALI N A-AM 0 ITA-HILL 0 N G P 0 FI LE N Q HILL ARK - LOCAL SECTION P 0 FI LE o and previously approved by the District in writing. recepta the PROJECT: c c of the improvement plans by the District does not relieve the C2023-002 c H R: 1 "_ 0' S H 0 R: 1 "= 0' Registered Engineer of these responsibilities. SHEET E R: 1 "_ E R: 1 "=31 BY DATE: 888 2 ADA COUNTY HIGHWAY DISTRICT 268 +90 7+20 7+50 7+80 8+10 8+40 8+70 9+00 9+30 9+60 9+90 10 268 +80 2+10 2+40 2+70 3+00 3+ 20 8806 Q O E KEYNOTES = co 0, 1O THICKEN SIDEWALK TO 6" AT DRIVEWAY APPROACH '� V N PER ACHD 710B. _ w O CONSTRUCT COMMON DRIVEWAY PER DETAIL, SHEET 4.9. ■i Z Z Z = a AMITY RD. ■_ (� W Zw W � W tz WOODMURRA nT Z w U � Z w cD INDEX MAP W co � o0 -j C - BL BLOCK 4 � Uj 1"=250' �_ KALINGA V Q � w 18 r rr-rr rr n n rr rr n ., rr rr rr- LO � 14+51.28 0 16.50R 2704.41 TRC STA 10 100.00 2 CS\()NAL 14+4937 1 16.50R FiyG MATCH SHEET 4.6 `� . O� 14+15.02 ILL 0%27/023 2704.44 TRC 14+32.33 GC 16.50R :. ^��, I HILL PARK PARK Q 16.50R 2704.75 TRC ry 2704.67 TRC 14+04.84 HP 1 g 10+33.33 .. '�; 10+07.33 T cA�1 �882 16.50R16.50R -16.50L W 2704.80 TRC 2700.40 TRC y I ! 2700.10 TRC I /r9TF OF C� 28 27 26 25 24 23 22 17 O HILLSONG IN IN C�P� 10+51.33 STOOK'D 4.4 S I 16.50R EE 2700.62 TRC DAV DCA.EBAILEY P.E. SEE H 13+80.37 16.50R (2�a T :••' . , 0+43.3 3 rv^l II DRAWN BY: 2704.51 TRC KSC +7851 16.50E 1 16.50R �O' .• 2700.52 TRC 16 • 0 2700.94 TRC N O 13+44.37 13+08.37 12+72.37 12+36.37 12+00.37 i 10+71.03 N f 16.50R 16.50R 16.50R 16.50R 16.50R -21.53E I ry- 2704.09 TRC 2703.66 TRC 2703.24 TRC 2702.81 TRC 2702.38 TRC 21 . •' 2700.84 TRC 14+71.28 '• 2703.96 TRC : : •' �: ' ' • - - - - - - - - �_* a - - .�- ' ' ? •t:' . :.. .• O •• O .. W- W W W W W W W w - - •- - - •--• J - 10+71 69 _ r 21.88L w w w w w w w w- ` wN I N ss% W- o - - - Mr HlLLSONG A 0 2700.85 TRC 15 I-�- i 1 R13 1 i r7 O z •. N ��-B�_B B S 110 �O� S 3 S 3�OJ_g S s- �l S S g g 10+91.12 a • � � ''' �� 13+54.53 13+18.53 12+82.53 12+46.53 12+10.53 11+74.53 11+15.67 -27.62E 14-16.50L -16.50L -16.50L -16.50L -16.50L -16.50L 11+38.53 -21.53L 2701.09 TRC O 1 W < 2704.21 TRC 2703.78 TRC 2703.36 TRC 2702.g3 TRC 2702.50 TRC 2702.08 TRC 701.39 TRC 1 N o T -16.50E ? � 13+90.53 o -16.50L 11+35.37 2701.65 TRC 11+13.98 0 2704.64 TRC 16.50R 14+71.28 2701.61 TRC 2 01.372 TRC.41 z -36.50L 1 �� 14+04.84 HP 2704.47 TRC -16.50E a f 2704.80 TRC 13 I Lj a, 1 PORT 1 O O O O O O O O 1 0 1 1 S- OCK T 4.4 14+43.89 j SEE SHEE -16.50L 1 16 50L3 GC SEE SHEET 3.4 FOR 1 2704.57 TRC 2704.67 TRC DRIVEWAY GRADES. • z -16.50L I I r LL 0 -16.5 W 2704.51 TRC 30 0 15 30 60 0 7 SCALE IN FEET 1"=30' n Z LL 271 2715 0 0 0� V) j 271 2712 > W 0 I� � � � m 270 0 01-- M ; 2709 0W00 N �a �oOZON M 00 +OLIO) ItNU N ENO + LU W Q QW LU< L J 270 P:J L->jQ (/�W ~J 2706 (n W N ROAD WI _2.00% - - - - - - - - - - - - - 2.009 J 270 � 2703 - \STA: 4+69.28 - -_ �J ELEV: 2704.01 - - - - - - - - - - - 1.189 - EXISTING GR DE� 270 AT ROAD 2700 Q W j � 1 o � Q Z o � F- 02697 O LL 2697 W LJ + = �/ U O (n Plans Are Accepted For Public L.L Street Construction DATE:By stamping and signing the improvement plans, the Registered 4-17-2023269 2694 Engineer ensures the District that the plans conform to all District PROJECT: policies and standards. Variances or waivers must be specifical- Q ly and previously approved by the District in writing. Acceptance C2023-002 KALINGA-AM ROTA-HILLS NG PROFILE of the improvement plans by the District does not relieve the HOR: 1 "=30' Registered En SHEET Engineer of these responsibilities. SH VER: 1 "=3' BY DATE: ADA COUNTY HIGHWAY DISTRICT 26195 00 14 70 14 40 14 10 13 80 13 50 13 20 12 90 12 60 12 30 12 00 11 70 11 40 11 10 10 80 10 50 10 20 g+g?�691 IRR BOX j 2701.78 TVC V `�' a RIM=2]032' % 5 SEE SHEETS 3.3 & 3.4 FOR 0 INV 5=269].O6• • . R21. MATCH EXISTING �� AMITY RD. = 0 9 L INV N_269].26• EXTENSIONS IN PLAN VIEW. 5-FT_LEVEE=2]p0.,2/� ; . KEYNOTES � M 0) 1� 1 !••. SIDEWALK TO BE CONSTRUCTED Q 1 MATCH EXIST. CURB & GUTTER. V I I 2702.15 TVC ALONG ENTIRETY OF HILLSDALE AVE. 0 _ N FIELD VERIFY PRIOR TO CONSTRUCTION J N � $ 2702.20 TVC ILU 10ODMURRA O SAWCUT EX. CURB & GUTTER AS NECESSARY FOR NEW ENTRANCE/VALLEY GUTTER CONSTRUCTION. SEE SHEET 3.1 Z IN \ I EI SEANE o.soy FOR EXISTING SITE & DEMO PLAN. � Z 3 2 5 INDEX MAP o 1"=250' 3O CONSTRUCT VALLEY GUTTER PER ACHD SD-708. = a 0 KALINGA NOT USED. ■ ® . Z w N H INSTALL TYPE III TERMINUS BARRICADE W & "THIS ROAD WILL BE EXTENDED IN THE FUTURE" W III � I SIGN PER. ACHD SD-1132B W/ THICKENED EDGE ALUMINUM W w 8 2702.15 TVC \ y z I � WITH STRIPED DECALS MEMO! Z � Hl�� © NOT USED. Z w ❑0 I� I %• s HILL PARK PARK Q co � I `• \ 70 NOT USED. W U \ o ui w I J \ N'PAeKHc 2702.15 TVC \ ® CONSTRUCT PEDESTRIAN RAMP PER ISPWC SD-712C. w MATCH EXISTING NOTE: ADA STANDARDS REQUIRE THAT CROSS SLOPES ® HILLSONG SHALL NOT EXCEED 2% ON ANY PEDESTRIAN RAMP OR I SIDEWALK. ACHD WILL NOT ALLOW ANY TOLERANCE FROM j \ THIS REQUIREMENT. LONGITUDINAL SLOPE ON PATHWAYS �pNAL I SHALL NOT EXCEED 5.00X CO G' IRR BOX i Ot��S G\S T E,Q� /�F RIM=2]04.O NV 5-2691.52' 1 NUN=269].o I NOTE: ALL PEDESTRIAN RAMPS MUST HAVE DETECTABLE Q- Fp WARNING PER ACHD SD-712. 04/27/2023 xm E s=2]oalp i I Q I` I • - - - - - _ _ 1 882 I I :. 5-FT SIDEWALK ALONG ENTIRETY OF J 5�3-32 HIP I I -27OQ _4+37.32 _ _ 09 NOT USED. HILLSDALE FRONTAGE AS SHOWN ON THIS ` / 5.O0R I N I 5.00R - N I SHEET AND SHEETS 3.3 & 3.4. �: ♦ 2705.28 TVC f 2704.65 TVC _ 9T o� CONST. PER ACHD SD-709 W 5" THICK _ .; •. - s , ® NOT USED. /T� F OF I CONCRETE OVER 4" OF 3/4" MINUS u ' L - -- -- -- - I , , IIII -- -- � -- - -- - --�- --•. .•'t: © / 1® • • �•3' CB 7N INV ELEV• 2701.36 W SUMP PER ACHD �N S 0�P I I 6.5' CRUSHED GRAVEL (COMPACTION REQ) ° 1 # I➢ I � � _ �� SD-601. CONST. 48 LF 12" C-900 0.42% TO CB #7S. -- _ QP,o�0.1O cfs, CHECKED BY: 1 9' 6+31.18 GC 4+81.32 G ( QP2a=0.09 cfs) 5.00R 5.00R 27O4 , DAVID A. BAILEY P.E. I = i 2705.05 TVC 2704.82 TVC I• © CB #7S - INV IN & OUT ELEV: 2701.16 W/ 1 SUMP PER • • / W W W W w W W W W W W W W- ACHD SD-601. CONST. 9 LF 12" SDR-35 ® 1.11% TO DRAWN BY: d, - °°\ RS O' o o E� PA SG TRAP #7. I I I - iii I - - { - - + (QP,00=o.10 cfs, QP25=0.09 cfs) I % - - - s s s s s s s s s s s s s s- © SEEPAGE BED #7 (PER ACHD BMP 20). SEE DETAIL N I NVW2686.82' 6+31.18 GC 5+73.32 HP 4+81.32 GC 4+32.32 SHEET 4.10. W // I SEE PHOTO'MR2713] IIII -5.00L -5.00L -5.00L p, 0.00 J = 1 I 2705.05 TVC 2705.2 TVC 2704.73 TVC ® SG TRAP 7. SEE DETAIL SHEET 4.10. 0 / f .82 TVC # w CONSTRUCT MONITORING WELL #7A PER ACHD SD-627. W /� \ I i • \ iiili -- -- -- -- -- -- - -- -- -- • - SEE DETAIL SHEET 4.10. CL I ILLI I / \ 6+79.73 �` ' N 4+37.32 ® SEE CONSTRUCT IL SHEET MONITORING WELL #7B PER ACHD SD-627. 5O.97R 2703.70 TVC FUTURE PHASE "-"-"-"-"- - - ___ --�-- �- �- o / of MATCH EXISTING y I I 2704.65 TVC © NOT USED. F w / \ I CENTERVILLE SUBDIVISION I a. z 6+54.73 l \ I N I ® NOT USED. c) g 2704.26 TVC r -- J CL 2 ��- ® CROSSWALK BARS PER ACHD DETAIL #18 (6-FT WIDE). ro \ I `•' i i HILL PARK ISLAND PLAN VIEW o N I I 5+63.32 I I » , PEDESTRIAN SIGN PER MUTCD W11-2 WITH W16-P, PER W I rl to I 1 =30 ® ACHD TS-1114. a co w I • 26.00R I �' I N p N I I > I % 2704.77 TVC 5+35.82 I I Q I N I 3+80.74 � I ® i 5LLJ +73.32 HP 53.5OR I I 5+08.82 23.43R � z ' I J I 26.00R 2704.77 TVC 53.5OR 2703.94 TVC STOCKPORT I Q I 2704.77 TVC 4+05.92 3+50.65 p I 2704.82 TVC I 5 SEE SHEET 4.4 5O03. Lj ---------a- s" s^ 25.82R +23.65 2+16.21 W I J I MON WELL � `'' N " � 2703.94 TVC � PRESURSS IRRAGAWN PUMP I IRR BOX 2704.07 TVC ,:� RIM_2]Ua.9O' I RIM 2]05.0' I > J •.:, 69O433.52N I '' / 45.5OR -- , 37.85R .:I '" Q Wa SUMP=2690.69' I IN 6-2696911' • - •.1 4•coNDMIT STAND PIPE INV W-26990]' ® _ O - 2467666.84E �j _ _ _ '�' O 5 2703.94 TVC 2702.78 TVC •I I O oo, �`7 - - - _ _ 4+09.70 GC o �� J 2+36.21 nl ®� { 1 Q 6+31.18-G� `s' I I 27G - 26.00R `I # $ �•CONDUIT STAND PIPE L1�H 8 I I 8 4+81.32 GC �, 18.00R 26.00R J I N 5 j: ■_ � I 26.00R 2704.07 TVC $ I �2'I• 2703.18 PVC �� • ❑ 1 2704.59 TVC 0 270 T 2+96 1 GC F ; F 4. ,, •• •,• i•! •. ..s t � � 4 •VC 6 O ' N � LL 0 3 12 PVC 12 PVC 12 PVC 17�VC o RRUM]oa.zol ' __ -` __ - - __ 0 18 OOR 5 O I >E _� t: :.�• •. ''' 0 8 2703.52 TVC \ : Rl SEE PHOTO MH6 .. : / •� O O 00 _ J .•' yy 7 GA O 7gO9 � � _ ��= .• •: F;.•` :• •��'•�:..y.�• '.Y.. • N I � ' TYp 0 I % uIi 6+47.55 0.509 O.soq _ - -- 2 26.00R 4.20 F/L N 0.50% ------ 3 2 7 4 � 3 1 III 2704.36 TVC 0 � 8 3.37 F/L o.so� -w 2+48.�0 G W w w "'TI w w w 'w I � w w w W w w If W W W W W W w W W W w 18.00R �j \ / / Hill r--- _- __-___ __ _____ _ �+ EDt PARK_ STREET 2703 33 TVC - O� - - + .: =268B.43' I 1 Pvc Prx _ /vc Ln N F =2666.J CO c° £ 2+J8.50 GSSIMH C 0 „�� s s s s s s a s a s s s s s s s s s-�-s s s s a / P \ 6+47.55 0 �� -18.00L N 11LIBE662 MON WELL No slue Ea Cp N _ SEEPROTOMR2]I3] -26.00L 2703.33 TV 3s� F L III 69O361.97N 3 � 0.51x /O.so�ul 2704.51 TVC 2467634.06E 4.20 FA b ❑ / ❑ ❑ oP 0.50% 0.50% e - / ! - y N 1,7 O oI III �: �� r �� :f! :�• .�.: • '!• %• :•' S •. '� • 0 4 OO tl i•. ED ^T -- -- -ol 1 r 8 � I sroP I I N � - - --- -18.00L p IRR BOX NO P RKINC ��- �� 1 :y I - - --- I -2703.27 TVC o RIM-2]06.0' BIKE ANE ND ��j 4+81.32 GC I � INV4=z699.z d �s 5+7326 OOP ^ 8 I I -26.00L o 3+2+ I lt.. m O, �`� 2704.36 TVC o / -18.11 L :• W 2704.82 TVC I N - 15 •�� d" `` 2+1 .79 I a• 5+08.82 4+09.70 GC 2703.66 TVC 2 -3 .15E > 6+79 72 6+31.18 GC 5+352' j 153.5OL -26.00L 4+05.92 /3+22.23 \ O 2703.31 TVC I Q I -51.01E -26.00E -5T.5OL I G) 27O4.77 2704.07 TVC // -18.00L I t . 2704.59 TVC 27g�77 TVC I N I - 25.82E 703.65 TVCIF • 2704.56 TVC _ I I - I I I - 2704.07 TVC � y r n MATCH E�STING - - - _ _ I I - / \ • v I - 5+63.32 - - - I -26.00L I 2+96.15 GC I ' O �- "" 6+54.72 I I 18.00L ! SEE SHEETS 3.3 & 3.4 FOR -26.O0L 2704.77 TVT N 2703.52 TVC j O STOCKPORT 30 0 15 30 60 EXTENSIONS IN PLAN VIEW. 5-FT 2704.47 TVC i I �! I SEE SHEET 4.4 W SIDEWALK TO BE CONSTRUCTED SCALE IN FEET I ALONG ENTIRETY OF HILLSDALE AVE. FUTURE PHASE J CENTERVILLE SUBDIVISION 1"=30' .J 270 Z N N C� W 2709 O Q M V) . ZrMC O�C9 q.MN O U N W + V 00= �Z ON N W I- � O ~ 0 LW N O + 0 NW Q Q Q .. In W •^2 000 �0 0N0 - j 270 t0 H 0 N = Q Q „�O NV +^ 4N 00 W NWT H Q Z N _ - - - - -�.4 % - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - _\ LLJ -1 Of NW HJ NWC31 �.517%` - � � � � - 2.0O% .407 - - - - - - NW EXISTING GRADE 0.63% _ _ _ 0 W 270 - - 2703 FINAL GRADE AT 2 OOq - .g9% r 1 ROAD � Plans Are Accepted For Public I `/ 12" C-900 STA' 2+18.50 Street Construction STORM DRAIN ELEV. 2702.63 By stamping and signing the improvement plans, the Registered DATE: 270 2700 Engineer ensures the District that the plans conform to all District 4-17-2023 $ A' 6+77.78 policies and standards. Variances or waivers must be specifical- PROJECT: y and previously approved by the District in writing. Acceptance ELEV. 2703.72 HILL PAR PROFILE of the improvement plans by the District does not relieve the SHEET Registered Engineer of these responsibilities. HOR: 1 "=30' VER: 1 "=3' BY DATE: 11 2 ADA COUNTY HIGHWAY DISTRICT4e8 26 797+20 6+90 6+60 6+30 6+00 5+70 5+40 5+10 4+80 4+50 4+20 3+90 3+60 3+30 3+00 2+70 2+40 2+10 1 +8D697 Q ( U Q i C_ MENEM O 0) C P/L 47'-0" P/L ROW 79'-0„ ROW _ C3 w °' 7'-0" 33,-0" 7'—p" L ■ Z I— co 2'-0" 2'-0" Z 5'-0' 16'-6" 16'-6" 5'-0" 5'-0" 8'-0" 21'-0" 21'-0" 8'-0" 5'-0" z 1'-0" = 5 1.75% '� 14'-6" 14'-6" 2 _p 19'-0" 9'-0" 19'-0" 2 —p 1.75% SLOPE SIDEWALK 1.75% f f 0.25% N tz 0.25% PER ACHD SD 709 y r t W Z w SLOPE 2.00% SLOPE 2.00% --- �— 2% 2�—� f 4" OF —3/4" BASE 4" OF —3/4" BASE LLu w SOD _Z LU 5' WIDE 5" THICK CONCRETE 3" ASPHALT PAVEMENT STANDARD 5' WIDE 5" THICK CONCRETE �� U) C° pi zo 4" — 3/4" MINUS SIDEWALK (ACHD SD 709) SP-3, 1/2" MIX, PG 64-28 VERTICAL CURB SIDEWALK (ACHD SD 709) Z CRUSHED GRAVEL 5" THICK CONCRETE SIDEWALK TO BE A MIN. TBC 4" —3/4" AGGREGATE BASE & GUTTER (TYP) SIDEWALK TO BE A MIN. TBC W � o SIDEWALK (TYP.) ELEVATION OR MAX 6" ABOVE AS PER ACHD SOD ELEVATION OR MAX 6" ABOVE 12" —6" PIT RUN w ui 2 1/2" ASPHALT 4" — 3/4" MINUS CRUSHED CENTERLINE SD-701 CENTERLINE rn cj PAVEMENT GRAVEL (COMPACTION REQUIRED) STANDARD VERTICAL CURB EXTEND 4" MINUS AND (� 7 w [SP-3, 1/2" MIX, PG 58-28] EXTEND GRAVEL AND PIT & GUTTER (TYP) AS PER PITRUN 6 PAST CURB. RUN 6" PAST CURB. (TYP.) ACHD SD-701 (TYP.) STANDARD ROLLED 6" VERTICAL CURB (NO GUTTER) PER ISPWC 47' RIGHT—OF—WAY CURB & GUTTER (TYP.) AS PER SD-701A. BACKFILL PER ISPWC SD-706 S\ONAL E TYPICAL ATTACHED ACHD SD 702 , ��S G\STE Nc�� 10" — 6" MINUS PIT RUN 79 RIGHT—OF—WAY QUO �4/27/2023� STREET SECTION � NOT TO SCALE AMORITA ENTRANCE 882 SECTION cp . NOT TO SCALE 9TF OF� S. SW EASEMENT SW EASEMENT ROW 47'-0„ ROW CHECKED BY: 2'—O' 1'-0" 1'-0" 2'-0" ROW ROW DAVID A. BAILEY P.E. 7'-0" 33'-0" 7'-0" 64'-0" DRAWN BY: SLOPE SIDEWALK 1.75% t KSC 0.25% PER ACHD SD 709 5'-0" g'_p" 16'-6" 16'-6" g°_p 5'-0" 1'-0" MIN 14'-6" 14'-6" 5'-0" 8'—0" 21'-0" 21'-0" 8'-0" 5'-0 FLAT LANDING " 1.75% 6'-0" 2'-0" 19'-0" 10'-0" 19'-0" 2'-0" 6'-0" 1.75% t 0.25% 0.25% SLOPE 2.00% SLOPE 2.00% f y f— 4" OF —3/4" BASE 4" OF —3/4" BASE SOD 4" — 3/4" MINUS 5" THICK CONCRETE 5' WIDE 5" THICK CONCRETE 3" ASPHALT PAVEMENT STANDARD 5' WIDE 5" THICK CONCRETE zo SIDEWALK (TYP.) CRUSHED GRAVEL SIDEWALK (ACHD SD 709) SP-3, 1/2" MIX, PG 64-28 VERTICAL CURB SIDEWALK (ACHD SD 709) 4" — 3/4" MINUS CRUSHED 2 1/2" ASPHALT SIDEWALK TO BE A MIN. TBC 4" —3/4" AGGREGATE BASE & GUTTER (TYP) SIDEWALK TO BE A MIN. TBC GRAVEL (COMPACTION REQUIRED) PAVEMENT ELEVATION OR MAX 6" ABOVE 12" —6" PIT RUN AS PER ACHD SOD ELEVATION OR MAX 6" ABOVE w SP-3, 1/2" MIX, PG 58-28 7EXTENDND PIT CENTERLINE SD-701 CENTERLINESTANDARD VERTICAL CURB EXTEND J" MINUS ANDRB. (TYP.) PITRUN 6" PAST CURB.47' RIGHT—OF—WAY & GUTTER (TYP) AS PER W < CURB & GUTTER (TYP.) AS PER ACHD SD-701 (TYP.) V) o TYPICAL DETACHED 6" VERTICAL CURB (NO GUTTER) PER ISPWC w o STREET SECTION ACHD sD 702 SD-701A. BACKFILL PER ISPWC SD-706 � Z 10" — 6" MINUS PIT RUN NOT TO SCALE 64' RIGHT—OF—WAY V) HILL PARK ENTRANCE r" ROW CENTER SECTION jr 39' LINE NOT TO SCALE 17' MIN • Q 0 10' 4' 5' 14 3' VARIES CUT LINE VARIES W GRAVEL Z 6' 8' SHOULDER ROW 47'-0" ROW I , ' MIN. 2 FEET CUT — — W 1.75% OF EXISTING EDGE f 0.25% 2'-0" � -1-4% �— EXISTING OF PAVEMENT 1' 0" 1' 0" iV \3 �.� 5'-6" 36'-0" 5'-6" Z PE SIDEWALK 4" OF —3/4" BASE �� /�V� j�/j�� j�j��j 0 2O5% PER ACHD 1SD5709 — — — �� `�' 5" ASPHALT PAVEMENT (SP-3, 1/2" MIX, PG 64-28 5 0 8'-0" 18 0 18 0 8'-0" 0 10' WIDE 5" THICK CONCRETE SIDEWALK (ACHD SD 709) \i\/ �/ ) W 1'-0" MIN FLAT LANDING EITHER SIDE 1'-0" MIN0 / 4" —3/4" AGGREGATE BASE FLAT LANDING 16'—O" 16'-0" SIDEWALK ELEVATION TO MATCH ROAD CENTERLINE — SEE 25" —6" PIT RUN SIDEWALK ELEVATIONS SHEET 4.1 . I EXTEND " MINUS AND PITRUN 6" PAST CURB. MATCH EXISTING r SLOPE 2.00% —� V STRUCTURAL SECTION IF --- SLOPE 2.00% SOD SIDE SLOPE ONLY (THIS SIDE), 6" OF 3/4" (TYP.) THAN SPECIFIED — DO NOT COVER SAND WINDOW MINUS SHOULDER I ' I GRAVEL SIDE SLOPES AMITY RD WIDENING 4" — 3/4" MINUS 2'x3' SAND WINDOW WHERE SPECIFIED ALONG FRONTAGE PER ACHD DETAIL 5. ONLY (THIS SIDE), 5" THICK CONCRETE (INFILTRATION WINDOW TO EXTEND A MIN. OF 1' INTO FREE DRAINING MATERIAL) DO NOT COVER SAND TYPICAL SECTION CRUSHED GRAVEL SIDEWALK (TYP.) m PAVEMENT WINDOW 4" — 3/4" MINUS CRUSHED W NOT TO SCALE 3" ASPHALT GRAVEL (COMPACTION REQUIRED) W (SP 3, 1/2" MIX, PG 58—28) EXTEND GRAVEL AND PIT D RUN 6" PAST CURB. (TYP.) //� 47' RIGHT—OF—WAY STANDARD VERTICAL �/ CURB & GUTTER (TYP.) AS PER NOTES HILL PARK SECTION ACHD SD 701 Q PEDESTRIAN RAMP FOR ROLLED CURB RAMPS FOR CORNERS W/ MIN 15' RADIUS AND UTILIZING NOT TO SCALE 12" — 6" MINUS PIT RUN NOT TO SCALE ROLLED CURB. 8 RAMPS ARE CONTAINED WITHIN THE CURB RADIUS. c RAMP DIMENSIONS CURB TYPE = STANDARD 3" ROLLED CURB PER .J ISPWC SD-702 O TYPE "H4" THROAT DEPTH = 4' FROM FACE OF CURB THROAT WIDTH = 4' MIN r n TYPE "H1„ WING= 3' TRAVERSABLE 1�/1 4' WING= 1.5' NON TRAVERSABLE T Qo RAMPS REQUIRE A MINIMUM 4'x4' LANDING IN SIDEWALK 4'I Q o0 4, O @ 1.5% +/— 0.5% (2% MAX SLOPE) 0 1 RAMPS SHALL NOT EXCEED 12:1 (8.3%) SLOPE 20'-0" TRAVERSABLE WINGS SHALL NOT EXCEED 10:1 (10%) I ' I W 0NON TRAVERSABLE AREA— PATTERNED CONCRETE\ W JIV " LAWN\GRAVEL\ ETC. 10'-0" 10'-0" W © 4'x4' FLAT STREET SIDE LANDING REQUIRED (AS SHOWN) $-0 s — e CONCRETE FILLET MUST HAVE A THICKNESS OF 8" AS 7 SHOWN ON SD-708 SLOPE 2.00% SLOPE 2.00% - IL ry/ LANDSCAPED Q" CURB IS NOT REQUIRED TO BE FULL HEIGHT fI WAREA DETECTABLE WARNING PER ISPWC SD-712 6" O F� MID—BLOCK AT CR SHEDFGRAVEL 2" ASPHALT ` V DETACHED SIDEWALK LEGEND PAVEMENT � 1 TYPE "H7" c> 1.5%f0.5% (2% MAX SLOPE) 8" THICK CONCRETE RIBBON CURB Plans Are Accepted For Public / v 4' ♦ 7.3%f 1.0% (8.3% MAX SLOPE) 4' 4" — 3/4" MINUS CRUSHED GRAVEL � 9%f1.o% (10% MAX SLOPE) Street Construction 4' NOTE 20' SHARED DRIVEWAY By stamping and signing the improvement plans, the Registered DATE' 4 �° Engineer ensures the District that the plans conform to all District 4-17-2023 CONST. THROAT WIDTH AS 4' NOTE: R=25 PER SITE GEOTECHNICAL REPORT BY SITE policies and standards. Variances or waivers must be specifical— PROJECT: H MINIMUM OR AS SPECIFIED. CONSULTING, LLC DATED MARCH 19, 2019. TYPICAL SECTION ly and previously approved by the District in writing. Acceptance C2023-002 NOT TO SCALE of the improvement plans by the District does not relieve the SHEET NOTE: PER ADA REQUIREMENTS A 1' Registered En SHET Engineer of these responsibilities. MINIMUM FLAT LANDING IS REQUIRED ADJACENT TO ALL SIDEWALKS AND BY DATE: 1 4e9 PEDESTRIAN PATHWAYS. ADA COUNTY HIGHWAY DISTRICT Q O U PROVIDE GRADE RINGS " _ 00 AS NEEDED 12" MAX 5 THICK CONCRETE a SIDEWALK (TYP.) MONITORING WELL STRUCTURE TO 4" - 3/4" MINUS CRUSHED HAVE HS 25 TRAFFIC = w RATED TOP. GRAVEL (COMPACTION REQUIRED) (PER ACHD SD-627 ■� Z 18" DIA. CORRUGATED HDPE EXTEND GRAVEL AND PIT RUN 6" NOT TO SCALE L 18" DIA. BACKFILLL WITH NATIVE TOPSOIL WOVEN GEOTEXTILE FABRIC TYPE II PAST CURB. TYP. Z OR PVC PIPE PERFORATED PER COMPACT IN 6 LIFTS TO 95� CORRUGATED MATERIAL PER ISPWC SECTION 2050.2.3.A & ( ) CLEANOUT LIDS ELEV. "B" TOP HDPE OR PVC PIPE SCHEDULE BELOW. OF STRUCTURE PROCTER DENSITY. ACHD SECTION 8200.23. HANES STANDARD ROLLED TO BE FLUSH NO PERFORATIONS GEOCOMPONENTS 'TERRATEX HPG-16' OR WITH SIDEWALK APPROVED EQUIVALENT CURB & GUTTER (TYP.) AS PER 1 2 ■�Q a OR LANDSCAPE ELEV "A" TOP OF OBSERVATION WELL PLANS _ o :. ..., . . CURB OBSERVATION WELL SEE DETAIL THIS FINISH GRADE TREES & SHRUBS 3/4" CRUSHED SEE DETAIL THIS SHEET SHEET NOTE: ENTIRE ROAD SECTION TO C° W Z ARE NOT PERMITTED ROCK CHIPS BE CLEAR OF SEEPAGE BED - SEE =I ° W ON BED TOP OF SEEPAGE CAP PIPE ELEVATION TABLE BELOW. " - III 3 Z w ��/ 2 1/2 ASPHALT PAVEMENT 110, 4" - 3/4" MINUS CRUSHED GRAVEL °0 =III w PLAN CONCRETE COLLAR � cs co 00 12" MINUS PIT RUN 3 W a TOP I TYPE WOVEN GEOTEXTILE MATER AL PER BRIC _j SPWC a w �AFFLE 5'M N. SECTION 2050.2.3.A & ACHD � ��18"��o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 " SECTION 8200.23. HANES w 5 I�SEE �� Q F o R q 18 DIA. CORRUGATED HDPE GEOCOMPONENTS 'TERRATEX aCO PLAN 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 OR PVC PIPE PERFORATED HPG_ Z WATERTIGHT 5'MIN. "Ep INVERT \�\\�\\�\\�\\�\\� oo a " PER SCHEDULE BELOW. EQUIVALENT R APPROVED g T \�J• CONNECTION 18 PIPE �� ANGULAR 3/4 > o� N AO% / / /\/ / � 0 R K/ / / / / DRAINAGE GEOTEXTILE TYPE 1. N O SF t0 LLj ��srSECTION CONCRETE COLLARQ Q \\�\\�\\�\\�\\�\ w J SIECTIONS82010.2320OVERLAPHMINIMUM o a 04/27/2023 Q OF 12" TOP & SIDES ONLY. HANES o a 6 LEGEND: " 17882 W �� ~ GEO COMPONENTS 'TERRATEX N04.5' N 1. WELL COVER, 8 DIAM. WATERTIGHT GALVANIZED STEEL ANGULAR 3/4" ANGULAR 3/4-- /� /� /� /� /� � w 3 COVER AND CANISTER. 9 TO 2" ROCK TO 2" ROCK �\ �\ �\ �\ �\ `� ANGULAR 3/4" OR APPROVED EQUIVALENT. m o 2. 2 OR 3 BOLT LID WITH 9is" HEAD AND SAE THREADS, TF OF o 0 z w �0�t_�� \/\/\/\/\/\ TO 2" ROCK 4 3 w GASKETED. �� s Om F NS. C� _ cn �� 0 R _j 3. CONCRETE (COLLAR), CLASS 3000 (ISPWC SECTION 703). ~ F U' 4 4. %" DIAMETER HOLES OR SLOTS CUT INTO PIPE AT 3" ON CENTER. CHECKED BY: `n`n T w ° ° 5. TRACER WIRE SHALL BE PLACED ON OUTSIDE OF PVC DAVID A. BAILEY•P.E. �5 o 0 9 � m a ° ° PIPE, MINIMUM 18 GAUGE, INSULATED, DRAWN BY: 4" -3/4" CHIPS ASTM C33 FILTER SAND ASTM C33 FILTER SAND BOTTOM Z ° ° SINGLE-CONDUCTOR COPPER WIRE, INSULATION COLOR KSC PIPE BEDDING ELEVATION ° ° SHALL BE GREEN WITH THREE 6 DIAMETER COILS. ASTM C33 FILTER SAND a a 6. PIPE SHALL BE PERFORATED PVC, ASTM D-3035, SDR Uj o ' 0 0 35. WELLS BACKFILLED IN A PIT REQUIRE 6" PIPE. MAX HSGW o 0 DRILLED WELLS MAY USE 4" PIPE. DRAINAGE GEOTEXTILE TYPE 1. ELEVATION ° ° 7. NONWOVEN FILTER FABRIC AROUND OPENINGS AND (ISPWC SECTION 2050 & ACHD SECTION A-A 1 ° ° BOTTOM, FABRIC OVER CHIPS/DRAIN ROCK. o 0 8. POLYPROPYLENE FIVER REINFORCEMENT AT 1 X2 LBS/CY. SECTION 8200.23). OVERLAP MINIMUM "B" WIDTH SEE TABLE 0 0 9. BACKFILL MATERIAL TO MATCH STORAGE MEDIA FOR OF 12" TOP & SIDES ONLY. HANES "A" LENGTH - SEE TABLE GEO COMPONENTS 'TERRATEX N04.5' OBSERVATION WELLS LOCATED WITHIN A BMP FACILITY. OR APPROVED EQUIVALENT. GENERAL NOTES CROSS SECTION � USE PIPE BEDDING CHIPS FOR OBSERVATION WELLS 1. CONTACT DESIGN ENGINEER IF GROUNDWATER IS ENCOUNTERED FOR SEEPAGE BED RESIZING. 7 -8� LOCATED OUTSIDE BMP FACILITIES. 2. ALL VAULTS, MANHOLES & SAND AND GREASE TRAPS MUST BE HS25 OR GREATER LOAD RATED. 180° 3. NOT USED. 5 EA. 3/8" DIA. NOTES: 4. ALL GEOTEXTILE SEAMS SHALL OVERLAP 1 FOOT MIINIMUM, UNLESS OTHERWISE DIRECTED PER MANUFACTURER. PERFORATIONS IN EACH WELL SECTION A. GROUNDWATER OBSERVATION WELLS ARE FOR z 5. 18" OF ASTM C33 FILTER SAND IS MINIMUM EXCAVATION. VALLEY OF MEASUREMENT OF GROUNDWATER LEVELS WITHIN 6. NOT USED. NOTE: ACHD WILL PROVIDE ELECTRONIC MARKERS TO CORRUGATED PIPE. OR NEAR STORM DRAINAGE FACILITIES. 7. ALL SERVICES CONFLICTING W/ SEEPAGE BED MUST BE CONSTRUCTED PER DETAIL 07 OF ACHD SECTION 8200. MARK CORNERS OF SEEPAGE TRENCHES. CONCTRACTOR „ B. THIS DETAIL IS FOR WELLS INSTALLED BY TO COORDINATE W/ ACHD INSPECTION STAFF FOR 18 PIPE PERFORATIONS DRILLING OR BY EXCAVATED PITS. w PLACEMENT OF THE MARKERS DURING CONSTRUCTION AND C. LOCATION OF GROUNDWATER WELLS SHALL BE NOTE: PRIOR TO BACKFILL OF THE SEEPAGE TRENCHES. THE APPROVED BY ACHD 1. DRAINAGE CONTRACTOR SHALL INSTALL 2" SCH 80 WATER CLASS PIPE CONDUITS THROUGH THE SEEPAGE TRENCHES FOR WATER LINES, UNDERGROUND POWER LINES, GAS LINES AND TELEPHONE LINES. SEWER SERVICES SHALL BE PLACED IN LOCATORS ARE TO BE SUPPLIED BY ACHD AND ARE $20 D. OBSERVATION WELLS NOT ALLOWED IN CURB OR 0 Uj 6 DIA. SCH 80 WATER CLASS PIPE THROUGH SEEPAGE TRENCHES. THE PRECISE LOCATION, DEPTH AND SIZE SHALL BE DETERMINED BY THE ENGINEER. EACH; TO BE PAID PRIOR TO APPROVAL OF THE FINAL PLAT. VALLEY GUTTER SECTION. N o � 2. NO GROUNDWATER WAS ENCOUNTERED IN TEST EXCAVATIONS ON THIS SITE, GROUNDWATER CAN BE EXPECTED GREATER THAN 16' BELOW EXISTING GROUND SURFACE. IF GROUNDWATER IS ENCOUNTERED DURING CONSTRUCTION, THE W o CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY FOR REDESIGN OF SEEPAGE TRENCHES TO PROVIDE 3' MINIMUM CLEARANCE BETWEEN GROUNDWATER AND THE BOTTOM OF THE TRENCH. UNTIMELY NOTIFICATION OF THE ENGINEER MAY MONITOR WELL LOCATIONS � z RESULT IN ADDITIONAL COSTS TO THE CONTRACTOR. REFER TO GEOTECHNICAL REPORT PREPARED BY SITE CONSULTING, LLC DATED MARCH 19, 2019. TWO (2) WELLS PER SEEPAGE TRENCH. I 3. ALL MONITOR WELLS SHALL HAVE A CONCRETE APRON POURED AROUND THE CAP. ONE (1) WELL 5' FROM END OF TRENCH V /I ONE (1) WELL 50'+ FROM TRENCH, TYPICALLY ACROSS r 4. CONTRACTOR TO HAVE PERCOLATION TEST PERFORMED BY SOILS ENGINEER AFTER SEEPAGE TRENCH IS FULLY EXCAVATED. IF THE PERCOLATION IS LESS THAN SPECIFIED BY THE SOILS REPORT (PREPARED BY SITE CONSULTING, LLC DATED STREET IN SIDEWALK MARCH 19, 2019) AND ENGINEER (2"/HOUR), CONTRACTOR MAY NEED TO BLAST OR BORE TO CREATE CONDUIT FOR DRAINAGE TO OCCUR OR REDESIGN THE SYSTEM TO ACHIEVE THE REQUIRED INFILTRATION. NOTIFY ACHD INSPECTION STAFF FOR SEE PLAN VIEW, SHEET 4.1-4.8 FOR WELL LOCATIONS VERIFICATION OF PERCOLATION RATE WHEN TRENCH IS FULLY EXCAVATED. NOTE: • SEE SHEET 4.1-4.8 FOR LOWEST TBC AT SEEPAGE BED ELEVATIONS [WHERE APPLICABLE] Q 0 TABLE OF DIMENSIONS "E" 18" PIPE "TOP ELEV" "BOTTOM ELEV" V100 Cu ft DESCRIPTION LENGTH WIDTH DEPTH INVERT SEEPAGE BED SEEPAGE BED W SEEPAGE TRENCH #1 87 14 10 2691.02 2693.02 2683.02 5,105 Q Z SEEPAGE TRENCH #2 165' 9' 10' 2689.52 2691.52 2681.52 6,218 SEEPAGE TRENCH #3 93' 15' 10' 2692.80 2694.80 2684.80 5,823 0 SEEPAGE TRENCH #4 104' 14' 10' 2694.06 2696.06 2686.06 6,090 W O' ^ �/� SEEPAGE TRENCH #5 89' 15' 10' 2697.26 2699.26 2689.26 5,562 -� SEEPAGE TRENCH #6 85' 10' 10' 2699.27 2701.27 2691.27 3,573 Q > W SEEPAGE TRENCH #7 6' 6' 10' 2700.21 2702.21 2692.21 384 Q PRIVATE BED 45' 10' 10' 2696.75 2698.75 2688.75 1,899 M W Q W V) Q W CLEANOUT LIDS TO BE FLUSH WITH SIDEWALK OR LANDSCAPE. -� SEE SHEETS 3.3 & 3.4 FOR _� TABLE OF SAND AND GREASE RIM ELEVATIONS TRAP DIMENSIONS PROVIDE GRADE RINGS AS NEEDED 12" MAX INV. IN. TOP OF INV. OUT L n/ DESCRIPTION ELEV 'C' BAFFLE ELEV 'D' ELEV 'E' 0 STRUCTURE TO -TOP S&G TRAP #1 2691.87 2691.77 2691.02 HAVE HS 25 TRAFFIC OF STRUCTURE W RATED TOP. TOP OF BY PRECAST SUPPLIER S&G TRAP #2 2691.37 2691.27 2689.52 I ' I BAFF ELEVL D S&G TRAP #3 2693.65 2693.55 2692.80 W Z 20" S&G TRAP #4 2694.91 2694.81 2694.06 W S&G TRAP #5 2698.11 2698.01 2697.26 L J� BOTTOM �tiV S&G TRAP #6 2700.12 2700.02 2699.27 r J F, OF BAFFLE F •�N Plans Are Accepted For Public �� c• V) S&G TRAP #7 2701.06 2700.96 2700.21 Street Construction By stamping and signing the improvement plans, the Registered DATE: rS&G TRAP PRIVATE N/A 2697.50 2696.75 4-17-2023 TYPICAL 1000 GALLON ORIENTATION VARIES. Engineer ensures the District that the plans conform to all District PROJECT: SEE PLAN VIEW, policies and standards. Variances or waivers must be specifical- SAND/GREASE TRAP ly and previously approved by the District in writing. Acceptance C2023-002 SHEET 4.1-4.8. SHEET PRIVATE PER ACHD BMP 01� of the improvement plans by the District does not relieve the -NTS- Registered Engineer of these responsibilities. BY DATE: ADA COUNTY HIGHWAY DISTRICT z: 10 C� Q oM 1 � _� Q co —roE roE roE TOE roE T°E 'PE roE roE roE roE 3 roE T°E / W M N KEYNOTES Q c o � o• °; roP °` °• roP °a roP °= roa -P ro roa— g I I O NEW SEWER MANHOLE ON EX. `�' �--- °_ _ e. ,° I SEWER STUB. FIELD VERIFY INVERT = (� w — — — —eoi — — da— — — �— — — eoix— — —dam — — — — — cu - — od♦ — — dog — — — — — — —d. — INV=2fi9J.fi]' _ _ _ _ _ _ — — — — — doi_ e CID ELEVATION AND LOCATION. oi - S - "R - - - - - - - - - - a - TOP TOP—TOP ■i z ~ - - - 02 HOT TAP EXISTING 12" WATER MAIN. Z cis c.s cas cas cns cns cas css °ns cs X .e T — — — — — — — — — — — — d� — — — — — — — — — — NV-269 1' of T T T— COORDINATE W/ CITY OF MERIDIAN. Q, z- w w w 8 a °a o a a P 1 - 8" VALVE AMl TY Di i CONSTRUCT 28 LF " E• — 1 - 12"x8" TAPPING SLEEVE ■� a RD. 8 WATER MAIN SOL1 3 11.25' ELBOW (MJ) = co N SSMH A-1 _ 3 CONSTRUCT 29 LF _ Z w ui -------------- _ __ 6" WATER MAIN NOT USED--------------- -----------ro---- my ---- — — J ---v— 77 ---- ° mP REDUCED °a roP ro• °. o a OP -------------------------------------T O 8"x8"x8" TEE FLG �E T T FEED T °a roP °E °. 5 ( ) Z w EMENEM EP EP 2— 8" VALVES (MJxFLG) �EG.��r� roE N ro TOE T°E roE � roE roE TOE roE roE E.G. T __c-G.��c� c r. c r. c r. °w �i ° °E roE rT �— cc TE 1- 8" ADAPTER (MJxFLG) —on x x x x x x x x — — — — — — — — — — — — — — — —•— — — — — — — — — — — — — — — — — —°E — — — — — — — — — roE INV. roE Z W cl) oo = — — x —°„ -„ = —;-�•-„ -x— — - —.�._._ _. © CONST. 12 LF. 6" WATER MAIN W � o Y . _ ._ _ _ _ _ O Po ° 8"x8"x6" TEE (MJxMJxFLG) uj w .. '! r,: '-t. o. ° 6" VALVE (MJxFLG) � � l�^ :; .�• �'• t t '• �:.'':.. i r • :� '.:t; •4. .t ; . .•; y:. FIRE HYDRANT [MERIDIAN W8] I• NLu i t f .•. 41 BLOCK t'• • 4' s • •` '• 7 INSTALL 2" BLOWOFF ASSEMBLY PER • i f 1 BLOCK �+ • MERIDIAN W13 [FUTURE WATER MAIN -- - O EXTENSION] AWOODMURRA ITY RD. p :•' ® CONST. GRAVEL ACCESS ROAD AS �CS\O ST FN0 - - ----- ____ _ t -- -- --�-- __ __ __ __ __ SHOWN. USE SECTION THIS SHEET. �G� ER F be, 1 �.. 709 NOT USED. bF Q. 04/27/2023� a ,{ Q 1 @ ® NOT USED. N��8 CONSTRUCT 141 LF 9T • 1 8" WATER MAIN o o Q POTABLE/NON-POTABLE MAIN �� F OF �Q) 1 CROSSING. REFER TO WATER NOTE 2 �/N S. CRP O - SEE COVER SHEET 1.0 INDEX MAP N I CONSTRUCT 32 LF " 8 WATER MAIN © POTABLE/NON-POTABLE SERVICE CHECKED BY: 1 =250 KALINGA I oo s CROSSING. REFER TO WATER NOTE 3 DAVID A. BAILEY P.E. ' - SEE COVER SHEET 1.0 co CONSTRUCT 28 LF DRAWN BY: I 3 0 KSC � E 8" WATER MAIN i HILL PARK PARK I 4+78.00 5+58.00 0 o WATER METER LEGEND i ��• 4» 43'L � I- J *EI 2691.67 " 2692.03 6+08.82 (PER CITY OF MERIDIAN STANDARD DRAWINGS W1,W2,W3 4" 376E & W6) rt,fv f LOCATION PER MERIDIAN SD-W9 IF METER SHARES LOT n �: •� I � EI 2692.15 i I I LINE WITH FIRE HYDRANT. I HILLSONG m N �• I I i 3/4" DOUBLE METER SERVICE PER MERIDIAN W1. LEI L o w w w O I i �� [3/4" METER SETTER, 3/4" METER, 1" PE LINE] Z J w 1 1 5 1 I I I �/ 3/4" SINGLE METER SERVICE PER MERIDIAN W1. F w _ _ _ _ " 6 j I �� j [3/4" METER SETTER, 3/4" METER, 1" PE LINE] In = o - - E.8 j---{�. e.s. — SSMH A-3 W `90 SERVICE MARKERS TO BE PROVIDED PER MERIDIAN SID o �� . ww a : s s 8 i —S \ I8 ® s_ i T S te_5 8" PVC- 00.45%�� ; S S f SW-3. W 1 + I FUTURE PHASE NOTE: E G. I EEIG. E.G. E.G.I E.G. E.G. s ;t;• , ' • .• ;• ' I I I CENTERVILLE SUBDIVISION THE CITY OF MERIDIAN REQUIRES THAT ALL WATER METERS 13 - L----------------------L------- I''•I ------� AND WATERWORKS BRASS BE ANSI NSF 61 CERTIFIED. a 14'-0'° I I ----- ---- [FUTURE LOT LINES 8c ROW SSMH A-2 I 1 I i z SHOWN FOR REFERENCE ONLY] 7'-0' MIN 7'-0" MIN ---� �_______ I I I Q �3S° NOTE: W o o -------- , i i o z 4+20.92 Lu w ALL WATER MAIN IS TO BE BLUE ANSI/AWWA C-900 DR181 4" 24'R i 4" 24 R 4" 24 2 Mb w _ PER CITY OF MERIDIAN ISPWC SUPPLEMENTAL. El 2691.02 1 4" 2 91 < 1 El 2691.30 El 2691.59 o Q ALL WATER SERVICE PIPE IS TO BE ULTRA HIGH MOLECULAR >- WEIGHT POLYETHYLENE PIPE SIDR 7, CLASS 200 PER CITY J NATURAL i i I ~ [-- OF MERIDIAN ISPWC SUPPLEMENTAL. PLACE 10" MIN. OF 3/4" i c� _J ROAD MIX OR EQUIVALENT GROUND i i ON A STABLE COMPACTED O 21 i I THE CITY OF MERIDIAN REQUIRES 5-FT OF COVER ON z i o N MID-SECTION WATER MAINS; COVER IN ALL OTHER AREASLL- SUBGRADE. • � I i GRAVEL ACCESS ROAD - I 71 SHALL BE 4-FT. O O TYPICAL SECTION 30 0 15 30 60 ALLLSSE:WER MANHOLES ARE TO BE 48" INNER DIAMETER, NOT TO SCALE CONSTRUCTED PER ISPWC SD-501. SCALE IN FEET THE SLOPE AND LENGTH OF SEWER MAIN IS CALCULATED "- F F H T F 1 —30 FROM INSIDE FACE 0 MANHOLE 0 INSIDE ACE OF MANHOLE. 7 ALL SEWER SERVICES ARE TO BE 4" DIA, PER ISPWC Q� L 270 2706 SD-511A, CONSTRUCTED AT 2.00% MINIMUM SLOPE. 0 *SEWER SERVICE MUST BE CONSTRUCTED W/ CLASS 200 O (SDR-21) PIPE. SEE WATER NOTE 3. V / BENCH MARKS 6M TBM J Q 270 2703 TBM #1 - 2696.79 - FOUND 5/8" DIA. PIN - 1/16TH J w CORNER. LOCATED NE OF PROPERTY BOUNDARY. SEE z Z Z N 00 SHEET 5.1. 00 00 W 00 04 00 04 0) " r++ > op 00 � TBM #2 - 2709.37 - FOUND 5/8 PIN - SW CORNER Go II � � ^ N O OF GAROUTTE ACRES SUBDIVISION, SOUTH OF 270 N 11— °� 2700 DEVELOPMENT PHASE. SEE SHEET 5.7. O N I6 a0 O O �p Oi ' co M O) p) � N � O UA pp N � � Op O 1 o0 L6 O I , ' 1 Oujto N 00 1 NCO cON QOON N Y lil , ^ Q + t00 `VL- + a + � NN5 2c+ONZZ (, O V/I = NNZ O N = MNZ Zo � Q � > > OJ > � a > >N N � ZFINAL G a � a > > V))RADE 2697 z zmz 2697 W W EXISTING GRADE _ _ — ---- ——— — -- -- ———— ——— __ - --- --- �� rn 269 4" P IRR CROSSI G 4" P-I R CROSSING 2694� Z V 8" C 900 SLEEVE 8" C-900 SLEEVE Q 1 O 269 mol WAIER MAIN 2691 W LF 8" PVC �0. 5% 232 z _ ' (236 LF C-C 168 LF 8" SDR-21 00.45% L.LI Z (172 LF C—CT I . I 268 2688 < LJJ U � DATE: 268 2685 4-17-2023 SEWER LINE A PROFILE PROJECT: C2023-002 HOR: 1 "=30' SHEET VER: 1 "=3' i10 268 +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+ • = M E I I I I I I I I I I I V � U CONSTRUCT 5 LF I I I I I I C I I I I I I I = 1 ' I 1 I I , , KEYNOTES WATER MAIN Oct� o I i I I I I I I I I I I I I , I O 11-1/4' BEND (MJ) N T g I � O I � O I � � � � � � I I SEWER LINE A = LLI - I I I I I I I I I I I I I 2 22-1/2' BEND (MJ) ■� F � 1 SEE SHEET 5.1 0 Z_ , I CONSTRUCT 362 LF I I I L CONSTRUCT 33 LF i CONSTRUCT 8 LFI ' ' I I I I 1 8" WATER MAIN i i i 30 45' BEND (MJ) Z 8" WATER MAIN i rn I I I I I I Z N 1 8 WATER MAIN ' I � I � I I I I , , , , , '.; `n I I I I ;• ® NOT USED. _ CONSTRUCT 4 LF � I I i I I a o N 15+26.50 I 14+91.50 1 1 4+54.50 1 14+19.50 I 1 3+82.50 1 1 3+46.50 4" 43'R 4" 43'R I , 3+11.50 i .� 8 WATER MAIN i 4" 43'R 4" 43'R 4" 44'R 4" 44'R 1 4" 44'R 1 i 4" 4'R i f 5O NOT USED. 4" 44'R _ N CONSTRUCT 2 LF 1 I I *EI 2692.67 i i *EI 2692.51 i i *EI 2692.341 I * 1 1 1 1 I I I-- -J L-- J L_- 1 1 EI 2692.19 I 1 *EI 2692.021 1 *EI 2691.86 1 1 *EI 2691.70 1 1 *EI 2691.53 , » i.-7- --r--- - J L---- J L-- J L-- J L---- �'• LLI 8 WATER MAIN.. i 2 1 I --- r--- --t---- --r--- r---J L---t-- ----r---- - . © s"xs"xs" TEE (FLG) Z AMITY RD. FUTURE PHASE CONSTRUCT 32 LF I I i i i i i .s .•., I 2- s" VALVES (MJxFLG) W U) CENTERVILLE ..•- • � T 1- 8" ADAPTER (MJxFLG) W 8" WATER MAIN W w SUBDIVISION s •+ ' .:: I ..; : " v y .• •. .t .: :•k ...:•A. :.•.: yj t. I 7O CONST. 12 LF. 6" WATER MAIN Z r I ' • 8"x8"x6" TEE (MJxMJxFLG) SSMH C-1 I W W W W W W W W W W W W W W W I Q w o I I t c�' W W W W w Ln 6" VALVE (MJxFLG) Z w00DMURRA I+ 7 2 1 7 _SSMH B-1 _W00_29MU_ RR j J / . 1 I 1 /,�/ ,• 6 7 z w FIRE HYDRANT [MERIDIAN W8] W o 9 I oo t " �- �- -� o I - `J O 9oe _ ® INSTALL 2" BLOWOFF ASSEMBLY PER ? uj J o. ii " INDEX MAP sr-�-s sT-S S S PVC 00.45% R I I o o Ld U) MERIDIAN W13 [FUTURE WATER MAIN » ' 1 6 � T- r-- ti-----I-�s sT-s sue- sus sT_x s s 1s o� 1,J EXTENSION] V w 1 =250 8 PVC ®0.45% 3 I- I - - I w 6+19.59 :i o � : •': .I•',• . ` ' - - cn cwn 09 NOT USED. • Li KALINGA 4" 40'R 9Q/ t 0 �, J t". t. ..•4 i:I ' �' s. ._:!r •, •. . • • w •.• •.: I: '• •N. EI 2693.17« * * * I * I I I NOT USED. 9 SSMH A-2 I (n04/2 /2 � )NA rroPOTABLE NON-POTABLE MAIN 5+53.57 1 5+17.57 4+81.57 4+45.57 4+09.57 3+73.57 3+37.57 3+01.57 2+65.57 /II I I I I , , I I CROSSING. REFER TO WATER NOTE 2- - - - - - . - . - . - . - 5 3 I 4" 24'L 4" 24'L 4" 24 L 4" 24'L 4" 23'L 4" 23'L 4" 23 L 4" 23'L 4" 23'L SEE COVER SHEET1.0 EI2692.39 I i EI 2692.23 I I EI 2692.06 i I EI 2691.90 I i EI 2691.74 i I EI 2691.58 I i EI 2691.42 , I EI 2691.25 i I EI 2691.09 I i 1 I 1 1 I 1 I I i © POTABLE/NON-POTABLE SERVICE 6+41.90 + 8" S R 1 ®0.45% CROSSING. REFER TO WATER NOTE 3 cn HILL 4" 40'R ~�-� `t' HILL PARK PARK EI 2693.31 �� d�° I SSMH 1B 21 I I I I I I I I I I I I I I I I - SEE COVER SHEET 1.0 •,. i I I I I I I I I I I I I I I I i �FIr F O F X� I I I I I I I �i � n 6+67.06 ' N S. CAP I I I I I I I I 0 4" 39'R I I I I I WATER METER LEGEND CHECKED BY: HILLSONG EI 2693.47 �� _ a :• I ' ' i i i i i i i i i i i i i i i •` CONSTRUCT 160 LF I I , , , , , 1 I I DAVID A. BAILEY P.E. z I " I I I I I I I I I I I I I I I � PER CITY OF MERIDIAN STANDARD DRAWINGS W1,W2,W3: � m 3 •' I 8 WATER MAIN � � � � � � , , , , � � I � I I ( DRAWN BY: I I I I I I I I I I I I I I I & W6) KSC = z I I I I I I I I I I I I I I I I LOCATION PER MERIDIAN SD-W9 IF METER SHARES LOT •' i i 1 1 L0CLjjit 3 I I I I I I 1 1 1 I 1 1 I 1 1 I i I I I i LINE WITH FIRE HYDRANT. _________� L__ __J L________J L________J L___ J L-___ J L-__ _J L________J 3/4" DOUBLE METER SERVICE PER MERIDIAN W1. w " 20 ---- J w 4" 37' 7 yj 7 1 [3/4" METER SETTER, 3/4" METER, 1" PE LINE] � 4" 37'R �- � 1 0 ~O w EI 2693.73 f j I 3/4" SINGLE METER SERVICE PER MERIDIAN W1. _ _ d [3/4" METER SETTER, 3/4" METER, 1" PE LINE] SERVICE MARKERS TO BE PROVIDED PER MERIDIAN SD :: I I I I I I I I I I I I I I I I I I SW-3. 7+31.31 4„ 32'R NOTE: El 2693.79 1 I I i I I I , , , 1 i i i THE CITY OF MERIDIAN REQUIRES THAT ALL WATER METERS CONSTRUCT 116 LF I I I I I I I AND WATERWORKS BRASS BE ANSI/NSF 61 CERTIFIED. Z 0 1 8 WATER MAIN I I , , 1 1 1 1 I I I I I I i i i i i i i i i ALLW TER MAIN IS TO BE BLUE ANSI/AWWA C-900 DR18, O O O I 14 , , 15 1 1 16 I i 17 I I 18 i i 19 i PER CITY OF MERIDIAN ISPWC SUPPLEMENTAL. o i 1 I I I I I I I I I I I I I I I I I ••�I f I I I i ' i i i i I I I i I I I .I I I I I i i i i i i i i ALL WATER SERVICE PIPE IS TO BE ULTRA HIGH MOLECULAR O w SSMH B-3 I I , , 1 I I i I I I I I I I WEIGHT POLYETHYLENE PIPE SIDR 7, CLASS 200 PER CITY W Q OF MERIDIAN ISPWC SUPPLEMENTAL. N o > SEWER LINE D THE CITY OF MERIDIAN REQUIRES 5-FT OF COVER ON w Z SEE SHEET 5.4 MID-SECTION WATER MAINS; COVER IN ALL OTHER AREAS SHALL BE 4-FT. NOTE: ALL SEWER MANHOLES ARE TO BE 48" INNER DIAMETER, J 30 0 15 30 60 CONSTRUCTED PER ISPWC SD-501. THE SLOPE AND LENGTH OF SEWER MAIN IS CALCULATED L SCALE IN FEET FROM INSIDE FACE OF MANHOLE TO INSIDE FACE OF MANHOLE. 1"=30' 0 ALL SEWER SERVICES ARE TO BE 4" DIA, PER ISPWC 270 2709 270 2709 SD-511A, CONSTRUCTED AT 2.00% MINIMUM SLOPE. Z w *SEWER SERVICE MUST BE CONSTRUCTED W/ CLASS 200 (SDR-21) PIPE. SEE WATER NOTE 3. BENCH MARKS 61 TBM Q� Z TBM 1 - 2696.79 - FOUND 5 8" DIA. PIN - 1 16TH 270 2706 270 2706 # / / 0 w CORNER. LOCATED NE OF PROPERTY BOUNDARY. SEE N SHEET 5.1. 3 00 w Z V / 0 pp nj �? TBM #2 - 2709.37 - FOUND 5/8" PIN - SW CORNER 00 STA 2+ 0.00= rn rn rn z w OF GAROUTTE ACRES SUBDIVISION, SOUTH OF � � Co ? 00 3 w DEVELOPMENT PHASE. SEE SHEET 5.7. > j 270 • ^ STA:6+I SSMH 63 20 2703 270 m M F- II r- � x 2703 J _ CNI � � co00 =o RIM:269 .02 = � No 0 oN ' � � N MN n Q c°'oZ v INV IN:2 91.67 8"S � � > c; r�CIS! � Mcy N INV IN:2 91.67 8 NW + + � .. `�! o r _ M N � ? °,-° ? INV OUT 2691.57 8" E Q � Q N z o m r- � N N STA SSMH �2 W 270 2700 270 -- _ _ 2700 W tntntnE zz � mN - - STA:3+7 .50 W - - - - - - - - - - - z zz RIM:269 .56 EXISTING GRADE " - - - - - - IN IN:2689.64 8 E - - - - - -- - -- - - -- - - IN IN:2689.64 8"W Z 2697 2697 2697 FINAL GRADE-----) \ INV UT:2689.54 8"N 2697 LLB 4 -IRR CROSSING \ 12 C-900 ' ^ W 8 C-900 SLEEVE STORM DRAT V J J STA: 5+70 05 ST 5+26.50 STA: 4+54.5 ` - - - - - - - - - - - - - - - J 8" WATER MAIN INV: 2692.18 INV: 2692.19 INV: 2691.86 STA: 3+ 6.50 STA: 2+7 .50 *4"SS ® WATER *4 S ® WATER *4"SS ® WATER STA: 3+82. 0 INV: 26 1.38 A: 3+11.50 INV: 2691 05 269 2694 269 INV: 2691.54 " : 2691.22 * " 2694 0 STA.• 4+91.50 STA: 4+19. 0 *4 SS O W TER "SS O WATER . r * "SS ®2.03 WATER *4" 2691.71 1 STORM D N Z �J 4 SS ® WATER _�t7 : Iu 1 0 269 2691 269 2691 W 12 LF 8 PVC C0D0.65% 1 �1/ 38 LF 8" PVC 0.45% (1 6 LF C C) [A HD EEPAG BED] I Ld L.L STA: 3+37.57 Z e (42 LF C-C) 3 LF 8 SD -21 00.45% INV: 2691.10 43 LF C-C) 4"SS ® PER PIPE W 268 2688 268 STA: 4+45.57 STA: 4 09.57 2688 Q STA: 5+53.57 STA: 5+17.5 STA: +81.57 r 1 INV: 2692.07 INV: 2691.91 INV: 691.75 INV: 2691.59 INV: 2691.43 4"S ® PERF PIPE 4"SS ® PER PIPE 4"SS PERF PIPE 4"SS ® PERF PIPE 4"SS ® PERF PIPE 366 LF 8" PVC C0D0.45 (370 LF C C) DATE: 268 2685 268 STA: 3+73.5 2685 INV: 2691.26 4-17-2023 4"SS O PER PIPE PROJECT: C2023-002 SEWER LINE C PROFILE SEWE LINE B PROFILE SHEET HOR: 1 "=30' HOR: 1 "=30' VER: 1 "=3' VER: 1 "=3' 11 26 +70 2+40 2+10 1 +80 1 +5682 26 +50 7+20 6+90 6+60 6+30 6+00 5+70 5+40 5+10 4+80 4+50 4+20 3+90 3+60 3+30 3+00 2+70 2+40 2+10 1 +8682 5t2 M 1 AMITY RD. = Q o ° ui KEYNOTES Q 1 Cc O sn o 'rn n O CORE DRILL & RECHANNEL EXISTING MANHOLE N T J PER ISPWC SECTION 502.3.4. Lu _N w00DMURRA O REMOVE EXISTING BLOW-OFF ASSEMBLY AND 'i Z ~ m CONNECT TO EXISTING 8" WATER MAIN. SIZE NOT INDEX MAP VERIFIED, CONFIRM W/ CITY OF MERIDIAN PUBLIC Z 1"=250' WORKS DEPT PRIOR TO ORDERING MATERIALS. CONTRACTOR TO FIELD-VERIFY LOCATION & = a ELEVATION OF EXISTING WATER MAIN. KALINGA O 8"x8"x8" TEE (FLG) Tr-12- 8" VALVES (MJxFLG) W Z w ' 1- 8" ADAPTER (MJxFLG) W U) ® 8" CROSS (FLG) LLI w 3- 8" VALVES (MJxFLG) Z w w ~ 1- 8" ADAPTER (MJxFLG) �� ' U) m HILL HILL PARK PARK 0 2" WATER SERVICE PER MERIDIAN W4. W Q � J w 2 © NOT USED. ui J 70 MANHOLE CONE + RIM ROTATED TO SO RIM w I I I SITS ENTIRELY IN ASPHALT (NOT IN CURB HILLSONG STA 7+50.00 SECTION) I SEWER LINE E MATCH SHEET 5.4 ® I 1 9 1 SEE SHEET 5.6 ® INSTALL 2" BLOWOFF ASSEMBLY PERrh NAL� 1 CONSTRUCT 104 LF CONSTRUCT 45 LF -- 7+37.77 ;s �_ �`� G\srE 7. I m '�' MERIDIAN W13 [FUTURE WATER MAIN SS G'j 1 » j O j w EXTENSION] ] 04/27/2023 1 INV 6=P696.91' 8 WATER MAIN g 4" 35'L r-- _ -- Q' O INVN=1699G9' 8 WATER MAIN I � � I El 2694.75 �• •�- ' •' Q � 1 N Y699)q' I I Q f O GRAVEL ACCESS - USE SECTION CONSTRUCT 326 LF ; • T SHOWN ON SHEET 5.1. 17882 ` I I 8 WATER MAIN • �lJ ; ONST. 8 LF. 6 WATER MAIN •.: .• '• 8"x8"x6" TEE (MJxMJxFLG)A IRRM 1 •ui. •� ...: I I • .. .. •, • '• •••• •! • • !: •• 5 6„ VALVE (MJxFLG) t%�RIM=]03.30' • ,•• SEE N4669�1H. _ iiiii __ __ -� _� -_ _L -_�� -- -- -- -- '•3 FIRE HYDRANT [MERIDIAN W817+00.52 N S. i ... • . i -- -- -- 00 4„ 45'R 2 11 1 4 �- 7 00 F ~ El 2695.29 11 CONST. 18 LF. 6" WATER MAIN CHECKED BY: 8"x8"x6" TEE (MJxMJxFLG) DAVID A. BAILEY P.E. 6" VALVE (MJxFLG) DRAWN BY: " " " ii W W W W W W W W W W W W W W W W W W W W W w 4� 3 FIRE HYDRANT [MERIDIAN W81 - _ _ _ 9 _ _ - _ E�- HILL PARK STREET _ SSM D © NOT USED. KSC s s-i s— s� s s s s s sue-+-e s s 7 s s s- s s 2 NOT USED. RIM=z,�.3 ui 8 PVC 00.45% P, — �—' '—� , ® cn INVN=2686.62' �� 8 PVC ®a!'45% L(� w O SNB E? EE`"°'°MNz"" ' EX SSMH D-1 SSMH D-2 g O ® POTABLE/NON-POTABLE MAIN Z O 7 :9 CROSSING. REFER TO WATER NOTE 2 0 p f OP i 0. o—_-— - Lu SEE COVER SHEET 1.0 � N __ r - :+ '�' •i 4 •' _ POTABLE/NON-POTABLE SERVICE w p ' ;! ;, I d .� !.' I o �• ® CROSSING. REFER TO WATER NOTE 3 p o • 3. :,; j •.,' •; ,• , :s••• r '� I D - SEE COVER SHEET 1.0 ' p1__ri w�w w �—�— —� w--ww r-------- ----------- ^ : Z \ IRR BOX NO P RKING •� I I , LL RIM=2)O60' BIKE NE I I 1 I • w NVN=169B.6T i y I , I i 001 ss.. WATER METER LEGEND z V I i rO-J® L _ " (PER CITY OF MERIDIAN STANDARD DRAWINGS W1,W2,W3 n a - I------- I O I i & W6) o rn ® rel I I i t•. LOCATION PER MERIDIAN SD-W9 IF METER SHARES LOT o 1 , 1 LINE WITH FIRE HYDRANT. SEWER LINE F i 1 1111y n 30 0 15 30 60 N o t° I •• SEE SHEET 5.6 i O 3/4" DOUBLE METER SERVICE PER MERIDIAN W1. j �j .� 4 [3/4" METER SETTER, 3/4" METER, 1" PE LINE] W o I O3 I SEWER LINE G SCALE IN FEET 3/4» SINGLE METER SERVICE PER MERIDIAN W1. Z SEE SHEET 5.7 1"=30' [3/4« METER SETTER, 3/4 METER, 1 PE LINE] SERVICE MARKERS TO BE PROVIDED PER MERIDIAN SD SW-3. j 271 271 2 THE OF MERIDIAN REQUIRES THAT ALL WATER METERS AND WATERWORKS BRASS BE ANSI/NSF 61 CERTIFIED. z O O w ? v)co NOTE: oci 00 00 co ALL WATER MAIN IS TO BE BLUE ANSI/AWWA C-900 DR18,00 w c 3 PER CITY OF MERIDIAN ISPWC SUPPLEMENTAL. 04 270 1 0 rn N 04 00 z cn 00 2709 ALL WATER SERVICE PIPE IS TO BE ULTRA HIGH MOLECULAR 0 o co N 00 00 00 00 WEIGHT POLYETHYLENE PIPE SIDR 7, CLASS 200 PER CITY = o co 04 p N N OF MERIDIAN ISPWC SUPPLEMENTAL. + O- Z 2 M N Z Z O M O cV THE CITY OF MERIDIAN REQUIRES 5-FT OF COVER ON N Q N > > > r� o bo 0000 0000 N MID-SECTION WATER MAINS; COVER IN ALL OTHER AREAS 270 x~ — z z z z I o N " "Zo co 2706 SHALL BE 4-FT. — - - + nZ Z =111O 0 = t0 cV — — NOTE: 0 EXISTING GRADE N � :� > > > ALL SEWER MANHOLES ARE TO BE 48" INNER DIAMETER, V / ------- - \ V I _ __ - - - - - - --- - -- - - -- - -- - - - -- ---- -- - NNtr ? - - CONSTRUCTED PER ISPWC SD-501. --- - - - _ _ _ THE SLOPE AND LENGTH OF SEWER MAIN IS CALCULATED J 270 I I FINAL GRADE - - - 2703 FROMMANHOINSIDE FACE OF MANHOLE TO INSIDE FACE OF > II 4" P—IRR CROSSING ALL SEWER SERVICES ARE TO BE 4" DIA, PER ISPWC ^ Q I I �8" C-900 SLE E SD-511A, CONSTRUCTED AT 2.00% MINIMUM SLOPE. L.L \ I *SEWER SERVICE MUST BE CONSTRUCTED W/ CLASS 200 W j 270 2700 (SDR-21) PIPE. SEE WATER NOTE 3. u.l / BENCH MARKS 61 TBM W W 8 rn I ' WATER MAIN TBM #1 - 2696.79 - FOUND 5/8" DIA. PIN - 1/16TH v / CORNER. LOCATED NE OF PROPERTY BOUNDARY. SEE 2697 I 2697 SHEET 5.1. W TBM #2 - 2709.37 - FOUND 5/8" PIN - SW CORNER ' ^ W I OF GAROUTTE ACRES SUBDIVISION, SOUTH OF v , DEVELOPMENT PHASE. SEE SHEET 5.7. .J /} 269 I 2694 0 — IIz V II II Q N 0 II Li269 II 2691 � j II I I 26 LF 8" PVC 00.45% W I (268 LF C C) � Z 320 LF 8" VC 00.45% 268 Lo 2688 Q W I 142 LF 8 PVC C�0.45 0 Li u ~ (146 LF C—C) � w LI (n DATE: 268 4-17-2023 Q = 2685 PROJECT: SEWER LINE D PROFILE (> c2o23-002 HOR: "=30' Q SHEET 11 VER: 1 "=3' m 2 268 +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 7+80682 • o 0 1 o 1 i i i i i i I 1 KEYNOTES OctI I I I I I I I I I I I I I I I I I I v o r CONSTRUCT 325 LF�I 1 8" WATER MAIN I I I I I I I I I I I I I I I I O NOT USED. N T S I , , , I I I I I I I I I I I I I I I = C� w I I I I I I I I I I I I I I I I I I I 2 i i I II 13 I II 14 II II 15 II II 16 III II1 17 II II 18 I 19 I 22 I I 23 , 24 1 1 Q ■�y ZZZ F CID SEWER LINE B 45' BEND (MJ)1 2 SEE SHEET 5.2 NOT USED.CONSTRUCT 70 LF CONSTRUCT 52 LF I 8" WATER MAIN 1 8" WATER MAIN 1 i i i ® 8"x8"x8" TEE (FLG) = •• .• I I I I I I I I I I I I I I I i i I � I I , , I I I I I I I I I I I I I I 2- 8" VALVES (MJxFLG) ■�■�� a I I 1 I I I I I I I I I I I I I I I I I I I yo 10+04.98 , i 10+49.48 , i 10+82.48 , , 11+20.48 , 1 11+54.48 , i 11+92.48 , i 12+28.48 I 1 12+62.48 I 1 12+98.48 , 1 1 1 1 1 1 1- 8" ADAPTER (MJxFLG) 13+56.44 , 13+62.44 I 1 13+68.44 1 4„ 39,L I i 4„ 39,L I I 4» 39,L I 14» 39,L i 14„ 39,L I i 4„ 39,L I I 4» 39,L 1 1 4" 39'L I 1 4„ 38,L I I 1 i " � 1 I " ..`1 !• EI 2692.79 1 I EI 2692.45 1 EI 2692.60 I *EI 2692.77 I 1 *EI 2692.92 *EI 2693.09, *EI 2693.2a 1 1 4" 75'L 4 113 L 4 145 L •. L--- J L---- J L___ J L____ __J L___ J L____�_ �--_ I *EI 2693.41 1 , *EI 2693.57 1 * 1 * 5O CONST. 8 LF. 6" WATER MAIN W Z EI 2695.01 1 EI 2695.44 ---- __J L____ J L___ J L___ J O 1 1 EI 2696.07 1 I 8%8%6" TEE (MJxMJxFLG) U) 9+38.48 � '� i � --- �- rt--- 4" 521 $ Y I I I I I I i i I ;y_-_ ;r- ;. --- I 6" VALVE (MJxFLG) W H EI 2693.42 •' 1' !: I I 1 I 1 I $ FIRE HYDRANT [MERIDIAN W8] W w 4 .. J. LY 9+38.48 ) \\ w w w I w w I w• • w I w w 'I : w w i w w w I ; I 1- �� ♦ I © CONST. 12 LF. 6" WATER MAIN Z cn m 4 341 1 I I I w �' _� 25 I 8%8%6" TEE (MJxMJxFLG) 00 w w _ __ ---- ------ - ! ----- 6" VALVE (MJxFLG) W " � " I I SSMH D-4 I 1 I 1 I 1 I 11 S 91ALINGA i i w I w SSMH D-5 �EI 2693.02 I _ _ _ I_ _ I _ _ I _ I _ _ S T _ 1 1 I 6 1 I 10, ,. . _ . . - . - . - . _ . - . _ . - . - . - • 1 s s s s s �- �- 8" P 0.45� T o �� - -I - - - 2 w % FIRE HYDRANT [MERIDIAN W8] o Vi I5 s-j-s s -s I ' �1-s�-s N#T-s s�---+-s s s M s s \1 ' : 7O WATER METER LID MUST BE ¢ 1 I 1 I I 1 I I f ------------------ --i I TRAFFIC-RATED IN COMMON DRIVEWAY. w 9+22.8410, __ .! r '�: ' ` y. . • .•:., �_:i: �� ! : ! , . •• i � * i I ® CONST. TRAFFIC-RATED CLEAN-OUT 4" 35'L y 1 w. .I ;' 1' : f •i' y •_ I •,! I_ !~ • !.. m EI 2693.02 t '�' I' • ' i'.". - ;'�i 1 13+87.07 26 1 PER ISPWC SD-506A. [REQ. PER b o I p ��,1 4 411 O I I PLUMBING CODE IF CUMULATIVE � )NAL F - . I EI 2694.19 1 - 0 LF gS NC Ln BENDS EXCEED 45 DEG OR 10 �� G ! I ---- --- ----i--- ---- --- i--- i--- i--- i--- 8 O 9 " 1 OF DEVELOPED SERVICE LINE] \STE,Q� 1 a i 10+22.98 I I 10+58.98 10+94.98 I 1 11+30.98 1 1 11+66.98 12+02.98 12+38.98 'yam' Q� 04/27/2023� S 1 4" 29'R 1 1 4" 29'R i i 4" 29'R i i 4" 29'R i i 4" 29'R i i 4" 28'R i 1 4" 28'R i • ' 09 NOT USED. r----------------------- 9 00 F 1 EI 2692.43 1 EI 2692.29 1 1 EI 2692.45 1 1 EI 2692.61 1 1 EI 2692.78 1 EI 2692.94 1 I EI 2693.10 1 $ PVC ®0.45% �� 1 r-------------- -------, I 882 I I I I I I I I I I I I I I SSMH D-6 i =.' 1 ® POTABLE/NON-POTABLE MAIN CONSTRUCT 46 LF; ' ' I 1 I 1 1 1 s. 1 ' N 1 I I 1 I I 1 1 9 14 0 : 1 14+05.14 27 i I CROSSING. REFER TO WATER NOTE 2 I `" •• • 8" WATER MAIN 1 ' ' 1 I I 1 1 1 1 , , 1 13+99.14 t-- I ' 1 4" 29'R I _ i:' 1 O I - SEE COVER SHEET 1.0 F OF 8+77.41 I 1 1 1 1 1 1 *EI 2694.24 1 I Ft 1 O 1 1 O I 1 O 1 1 O O O O 1 _-- --_EI 2694_OOJ 11 1 1 11 POTABLE/NON-POTABLE SERVICE �� N S. C \ -- f I I I I I I I ,: --- --� 4" 38'L I P 4" 35'L «-- - =• I I 1 1 I 1 1 CROSSING. REFER TO WATER NOTE 3 ,. I I I I I I I I I I I , I I L • .. I EI 2693.28 1 I I I I I I I I I I I I I I I L--_ ------------------J Z 1 I 1 1 1 I 1 1 I 1 1 1 - SEE COVER SHEET 1.0 = z -------------------------- 01 CHECKED BY: 1 � 8+52.41 I �•. ____ I DAVID A BAILEY 4„ 35,L «-- ..4 d41 14+33.43 1 i-------------- --- DRAWN BY: (n W - -- I 10 4" 29'R t-- - ---� 1 11 f 1 II\ z � EI 2693.55 yl -® CONSTRUCT 218 LF 1 1 1 I 1 I 1 1 I 1 I I ___ _ KSC If 14+39.43 R' » I I I I I I I I I I I I 1 I EI 2694.23 I __-4 4" 38'L 28 I - J w f 8 WATER MAIN 1 I I 1 1 I 1 1 i i I *EI 2694.46 - - - - - - - - v• UI I I I I I I I I I I I I I I �_____________________ 0 � � I � 1 1 1 1 1 I I I ' ' I WATER METER LEGEND J W 8+27.41 !• i y _ _J L--------J L--------J L--------J L--------J L--------J L--------J w Of 4" 35'L «__ �: _ ___ ap v STA 14+50.00 I (PER CITY OF MERIDIAN STANDARD DRAWINGS W1,W2,W3 Ld EI 2693.83 !', ;------------------------- MATCH SHEET 5.5 & w6) 1 ----- ------- 1 A "- "-" " " " " " A I i( I LOCATION PER MERIDIAN SD-W9 IF METER SHARES LOT L� s BLOCK 4 11 i LINE WITH FIRE HYDRANT. O 3/4" DOUBLE METER SERVICE PER MERIDIAN W1. a b AMITY RD. t5 [3/4" METER SETTER, 3/4" METER, 1" PE LINE] �.•I 8 00 a 3/4" SINGLE METER SERVICE PER MERIDIAN W1. 7+87.77 1 '• o d [3/4" METER SETTER, 3/4" METER, 1" PE LINE] z 4" 35'L «-- t - -- I f o ,'• � SERVICE MARKERS TO BE PROVIDED PER MERIDIAN SD EI 2694.28 wooDMURRA SW-3. •• . . . . - . . . . I y INDEX MAP NOTE: o 7+62.77 v J THE CITY OF MERIDIAN REQUIRES THAT ALL WATER METERS 1 1"=250' AND WATERWORKS BRASS BE ANSI/NSF 61 CERTIFIED. 0 uj 4" 35'L _ I 4. Ld E 269 52 1 w 0 NOTE N o _ I 1 4 KALINGA ALL WATER MAIN IS TO BE BLUE ANSI/AWWA C-900 DR18, W o PER CITY OF MERIDIAN ISPWC SUPPLEMENTAL. Of z STA 7+50.00 �, MATCH SHEET 5.3 ALL WATER SERVICE PIPE IS TO BE ULTRA HIGH MOLECULAR WEIGHT POLYETHYLENE PIPE SIDR 7, CLASS 200 PER CITY Ld OF MERIDIAN ISPWC SUPPLEMENTAL. ry HILL THE CITY OF MERIDIAN REQUIRES 5-FT OF COVER ON HILL PARK PARK MID-SECTION WATER MAINS; COVER IN ALL OTHER AREAS SHALL BE 4-FT. • NOTE: 0 0 n ALL SEWER MANHOLES ARE TO BE 48" INNER DIAMETER, w 30 0 15 30 60 HILL CONSTRUCTED PER ISPWC SD-501. THE SLOPE AND LENGTH OF SEWER MAIN IS CALCULATED FROM INSIDE FACE OF MANHOLE TO INSIDE FACE OF SCALE IN FEET MANHOLE. 1"=30' ALL SEWER SERVICES ARE TO BE 4" DIA, PER ISPWC 7 SD-511A, CONSTRUCTED AT 2.00% MINIMUM SLOPE. L 270 2709 O *SEWER SERVICE MUST BE CONSTRUCTED W/ CLASS 2000 O � (SDR-21) PIPE. SEE WATER NOTE 3. ''nn 0 BENCH MARKS 61 TBM Z V I O 2 - Ln V Z Z W pp L0 TBM #1 - 2696.79 - FOUND 5/8" DIA. PIN - 1/16TH Q J 27O a a 2706 CORNER. LOCATED NE OF PROPERTY BOUNDARY. SEE rl Q W N N 0) M O SHEET 5.1. W Q 0 O O O m Q w TBM #2 - 2709.37 - FOUND 5/8" PIN - SW CORNER '+ Lo w OF GAROUTTE ACRES SUBDIVISION, SOUTH OF M \ o Oo co O N DEVELOPMENT PHASE. SEE SHEET 5.7. W / I a0 c0 c0 c0 (� 01 ) OONNNH W 0 Lu Z + 270 + � Z Z - (o 00 ad- s 200 703 - - - NN � Z Z ZZ co IN I� O co Oi (00 = W W - - MN � � cV cV Q V / _ � O �j0) cDl- l- rn rn U - -- EXISTING GRADE of o � N H O +00 0) co N N Q Z Z 270 ---- - �\ Q » IO v Z Z 2700 W V) - - - V /12" C- 00 4" P-IRR CROSSING FINAL GRADE STORM RAIN 8" C-900 SLEEVE --- - --- J 2697 WA TERM IN " STA: 3+87.07 V 12 C 900 INV: 693.65 STORM RAIN *4*S O WATER 0 2694 A►N 2694 W � J w Z _ STA: 14+39.43 " STA: 2+9 .48 INV: 2693.98 W 269 93 LF 8 C ®0.45% INV: 269 .09 STA: 13+56.44 *4 SS O WATER2691 Q (397 STA 11+ 4.48 STA 1+92.48 ST • 12+28.48 *4"SS O WATER INV: 2693.55 STA: 14+05.14 2 4 LF 8" PV 00.45% INV: 26 2.44 "INV: 2692.61 "I : 2692.77 *4"SS ® WATER *4"SS 03WATE � v r A: 11+20.48 *4"SS ® W TER *4 SS WATER *4 S O WATER STA: 12+62.48 STA: 1 +62.44 (268 LF -C) "INV: 269 TER INV: 2692.93 INV: 693.58 * SS ® WATER * " " SS ® WATER *4 SS O WATER 29 48 LF 8" PVC ®0.45% DATE: 268 5 LF C-C 2688 PROJECT: SEWER LINE D R O F I L E STA: 1 +68.44 C2023-002 INV: 2693.61 SHEET H R: I ��= O' *4"SS O WATER E R: 1 "=13, 396 LF 8" PVC 0 .65% 268 400 LF C-C 2g85 +20 7+50 7+80 8+10 8+40 8+70 9+00 9+30 9+60 9+90 10 20 10 50 10 80 11 10 11 40 11 70 12 00 12 30 12 60 12 90 13 20 13 50 13 80 14 10 14 40 14 26 0 M E AMITY RD. = Q oo ° o L KEYNOTES Oct 10 0 8%8%8" TEE (FLG) `� N T 2- 8" VALVES (MJxFLG) _ WOODMURRA 1- 8" ADAPTER (MJxFLG) ■i Z 3 02 INSTALL 2" BLOWOFF ASSEMBLY PER G) Z MERIDIAN W13 [FUTURE WATER MAIN EXTENSION] _ INDEX MAP KALINGA O CONST. 16 LF. 6" WATER MAIN ■ENEM %w a o » 8%8%6" TEE (MJxMJxFLG) = C3 N 1 =250 6" VALVE (MJxFLG) W Z o FIRE HYDRANT [MERIDIAN W8] W U) 0 4 NOT USED w . Z 0 w ti HILL O NOT USED. ■� Q0 HILL PARK PARK W Q M © POTABLE/NON-POTABLE MAIN o H 0 o CROSSING. REFER TO WATER NOTE 2 J U) - - SEE COVER SHEET 1.0 j wui FUTURE PHASE a w CENTERVILLE SUBDIVISION 07 POTABLE/NON-POTABLE SERVICE C� CROSSING. REFER TO WATER NOTE t HILLSONG 3 - SEE COVER SHEET 1.0 _pla ri n�i O -- T ------ �C)S�0NALE CK 3 - -- - -- - -- -- - -- � AST- r-- - c<` --- 04/27/2023� CONSTRUCT 107 LF I I 6" WATER i WATER METER LEGEND CK (p (PER CITY OF MERIDIAN STANDARD DRAWINGS W1,W2,W3 _ i LOCATION PER MERIDIAN SD-W9 IF METER SHARES LOT �/ �P � i i •• � � � i O I i � I I 00 i i I� i i CO i i In LINE WITH FIRE HYDRANT. NS. 0 i O i i O i i O i i O i •� Q O I O i i O i i O i i O i i O i i O i i i I 3/4" DOUBLE METER SERVICE PER MERIDIAN W1. CHECKED BY: 'CONSTRUCT 215 LF ; 3 CONSTRUCT 45 LF I CONSTRUCT 184 LF i i i i t� [3/4" METER SETTER, 3/4" METER, 1" PE LINE] DAVID A. BAILEY P.E. " 8" WATER MAIN 8" WATER MAIN i i i i 3 4" SINGLE METER SERVICE PER MERIDIAN W1.18 WATER MAIN � , � / DRAWN BY: [3/4' METER SETTER, 3/4" METER, 1" PE LINE] KSC SERVICE MARKERS TO BE PROVIDED PER MERIDIAN SD 14+75.43 i 15+11.43 i i 15+47.43 i 3 1 1 17+87 07 SW-3. i 16+52.43 i i 16+87.43 i i 17+24.43 i i 17+58.43 I 14" 38'L 4" 38'L I i 4" 38,L I i 4" 38,L I z 1 4" 39,L 4" 39,L 4" 39'L 1 4" 39'L NOTE: *EI 2694.70 *EI 2694.931 *EI 2695.17 • i i THE CITY OF MERIDIAN REQUIRES THAT ALL WATER METERS *EI 2695.85 1 *EI 2696.08 1 i *EI 2696.32i i *EI 2696.54 i i *EI 2696.72 i __J L____ J L____ J L____t_� 3 ` ` L___�_ J L___ J L___ _ J AND WATERWORKS BRASS BE ANSI/NSF 61 CERTIFIED. ` . o ::..I .`, �. :.. .I :�:�,.,, .I I. • NOTE: - .. ..'. �s, . .� '. ALL WATER MAIN IS TO BE BLUE ANSI AWWA C-900 DR18, PER CITY OF MERIDIAN ISPWC SUPPLEMENTAL. � w w - � •- / w LLJ w w w w w w w w w w w 1 w . + = A 10O / TA i - - i - _6 6 1 I 3 I,Q MORI TA i SSMH D-7 1 ,�0�� Lo ALL WATER SERVICE PIPE IS TO BE ULTRA HIGH MOLECULAR cn �- o ' _ 1 _ +_ I _ _ I w WEIGHT POLYETHYLENE PIPE SIDR 7, CLASS 200 PER CITY Z s �-�-- - _ 1 F s s sf�-- -s s�-s� s�-s s s ° wOF MERIDIAN ISPWC SUPPLEMENTAL.6/' i 7 i `° 8 1 PVC 00.65% 1 I -i-� s _ � Q 7 I I 7 I I 7 6, THE CITY OF MERIDIAN REQUIRES 5-FT OF COVER ON AREAS • : e ti 'I : :I: '_ • Y+: `� ;: 4 7.1 W W - ER MAIN COVER IN ALL OTHER AR w �I MID-SECTION WAT S SHALL BE 4 FT. o - �• (n oo 0 ui ui NOTE: Ld r r --- - -- r----�---� r---�---� r----�---, r___�_�_, r___+___, r___�_ ALL SEWER MANHOLES ARE TO BE 48" INNER DIAMETER, N_ o 14+69.43 i i 15+05.43 i � � O 15+41.43 16+06.43 i i 16+78.43 i i CONSTRUCTED PER ISPWC SD-501. i i 4' 29'R i i 4" 29'R i 17+14.43 i i 17+50.43 i i > 4' 29'R i i i 16+42.43 I I i i � i i i i 17+87.07 i EI 2694.46 i i 12694.69 i i 4" 29'R i i 4 29'R i i 4" 29'R i i 4" 29 R w o i i E i i EI 2694.93 i i EI 2695.35 i i EI 2695.58 i i i i 4" 29'R i i 4" 27'R THE SLOPE AND LENGTH OF SEWER MAIN IS CALCULATED z EI 2695.821 i EI 2696.05 i i EI 2696.29 i i i i i EI 2696.52 i FROM INSIDE FACE OF MANHOLE TO INSIDE FACE OF MANHOLE. I I ALL SEWER SERVICES ARE TO BE 4' DIA, PER ISPWC i i i i i i i SD-511A, CONSTRUCTED AT 2.00% MINIMUM SLOPE. i O i i O i i O i O i i O i O O O O i i i i i i i N *SEWER SERVICE MUST BE CONSTRUCTED W/ CLASS 200 II .. (SDR-21) PIPE. SEE WATER NOTE 3. I..L • BENCH MARKS TBM 30 0 15 30 60 �/ / I 0 0 TBM #1 - 2696.79 - FOUND 5/8" DIA. PIN - 1/16TH Z BLOCK' i I I I I I I I I I I CORNER. LOCATED NE OF PROPERTY BOUNDARY. SEE n i SCALE IN FEET SHEET 5.1. 1"=30' TBM #2 - 2709.37 - FOUND 5/8" PIN - SW CORNER Z OF GAROUTTE ACRES SUBDIVISION, SOUTH OF 27O 2709 DEVELOPMENT PHASE. SEE SHEET 5.7. 0 Z V) 0 270 2706 _> o �ci J O ' D-7 SSMH Z z O w M n W STA:17 87.07 W 270 RIM: 700.61 2703 � �? I- U) INV IN:2695. 7 4"W D W INV IN:2695. 7 4'E Li r rn N = INV OUT:2695. 4 8"N p + � N H Q (� 270 = N Z O ~ EXISTING GRADE _ _ - - - - 2700 W _ - - -- FINAL GRADE I Q -J 2697 STk 1 75.43 12" C-900 4" P-IRR CROSSING 2697 n NV: 694.22 STORM DRAIN 8 C-900 SLEEVE Z �J *4"SS 0 WATER 269 2694 W STA: 16+52.43 �-- +47.43 INV. 2695.37 4"SS ® WATER STA: 17+ INV: 694.69 2.43 STA: 1 W Z e= " A: 16+87.43 INV. 26 5.82 *4 SS C WATER INV: 2695.60 *4"SS ® WATER 7 269 8" WATER MAIN 7 *4 SS O WATER 2691 Q ST • 15+11.43 396 LF 8" PVC 00.657 STA: 17+58.43 r 1 707 I V: 2694.45 (400 LF -C) I 2696.06 STIN 17 .12 V *4" S ® WATER *4"S ® WATER INV: 26 66.*4"SS ® WATER DATE: 268 2688 4-17-2023 PROJECT: SEWER LINE D PROFILE C2023-002 H 0 R: 1 "= 0' SHEET g VIER: 1 "_ ' 26 268 50 13 80 14 10 14 40 14 70 15 00 15 30 15 60 15 90 16 20 16 50 16 80 17 10 17 40 17 70 18 0085 5o5 M 1 AMITY RD. co = Q o ° ui KEYNOTES Q O c6 'rn O 8" CROSS (FLG) N T n 3- 8" VALVES (MJxFLG) N wooDMURRA Lu 1- 8" ADAPTER (MJxFLG) ■i Zco 02 INSTALL 2" BLOWOFF ASSEMBLY PER Q) Z 1 INDEX MAP P75MERIDIAN W13 [FUTURE WATER MAIN N I 1"=250' EXTENSION] = g LLJLo �n a LC14 '�t rn Lo W rn KALINGA 03 CONST. 18 LF. 6" WATER MAIN '� a o �rn co 8"x8"x6" TEE (MJxMJxFLG) N +s N � 6" VALVE (MJxFLG) W Z . W N w ~o FIRE HYDRANT [MERIDIAN W8] Z) W I I (DCONST. ACCESS ROAD PER SECTION Lu w � � I I SHEET 5.1. Z I I ■ � w � I I ,L I I HILL 0 POTABLE/NON-POTABLE MAIN Z w co SEWER LINE D HILL RK PARK M Z SEE SHEET 5.3 COONSTRUCT 63 LF NOTE2 CROSSING. SEEER TO CO ERWATERSHEET 1.0 Lu 00 o 8 WATER MAIN o _j � - o F-- I I 1 Ld 1 '. 1 I z "� C� Z: I I �i 1 1 '.i Lo L In L0 n ♦♦♦♦ Q Wm I I 3 p I N po � Z V � W o a I I I 4 00 N o co (6 o o o o w HILLSONG W I I to �`�N 00 �N — MN M �N - >- > I CONSTRUCT 41 LF 1 , I . • + + +s +- o Q 1 WATER METER LEGEND ~~ I 8" WATER MAIN. 1 I N w N '*w I M '*w n w w (PER CITY OF MERIDIAN STANDARD DRAWINGS W1,W2,W3 v J I r 3 } 3+72.05 1 pNAL o I I I I I ~ 4" 31'L I & W6) �C3 FNG/ o I I v El 2697.50 1 LOCATION PER MERIDIAN SD-W9 IF METER SHARES LOT �� G\STERy 4,, I I i 1 I 1 I 1 I T 1 1 LINE WITH FIRE HYDRANT. Q� Q- O 7, I I 1 I I I I o I I 04/27/2023 r -+ -� - 1 3 1 I I I I I I I N I I 3/4" DOUBLE METER SERVICE PER MERIDIAN W1. 17882 8 2 SSMH E-1 I 171° I I " I I I I I I [3/4" METER SETTER, 3/4" METER, 1" PE LINE] N I 4 I01— I I I 4 I I I SSMH F-1 I 3/4" SINGLE METER SERVICE PER MERIDIAN W1. y I e.d EG. O w 1 w ° w 1 w O�-I ��-----+Ftr �------ I ---- -- ---r--��- 169- b �F \ FUTURE PHASE r I I 1 �' 1 I I FUTURE PHASE [3/4' METER SETTER, 3/4" METER, 1" PE LINE] �� OF b I 5 8" PVC 00.4$%' o I I I I N S. CR CENTERVILLE SUBDIVISION I CENTERVILLE SUBDIVISION SERVICE MARKERS TO BE PROVIDED PER MERIDIAN SD / p` I s ,r s s s �e 4 T��s LT s—J—r s s—�—�s I SW-3. [BUILDINGS + FUTURE DRIVE I €�, ec 8 P C 0.4 % I I I I I [BUILDINGS + FUTURE DRIVE LANE SHOWN FOR FUTURE L_ __ � o e.c. e.cL E.c.�—e.c. ------ E.G- LANE ------------------ —� 5 ° " � �-- — ----------- L-- _---�_--'---__L_-- _______ ---- THE LANE SHOWN FOR FUTURE NOTE: CHECKED BY: REFERENCE ONLY] 1 1 I I I -� I REFERENCE ONLY] THE CITY OF MERIDIAN REQUIRES THAT ALL WATER METERS DAVID A. BAILEY P.E. SS H i I + I I AND WATERWORKS BRASS BE ANSI/NSF 61 CERTIFIED. DRAWN BY: 3 1 I 3+78.05 I I KSC � I " ''� 1 EI, 2697.33 1 I ALL WATER MAIN IS TO BE BLUE ANSI/AWWA C-900 DR18, Lo °' 1 � ,n 1 PER CITY OF MERIDIAN ISPWC SUPPLEMENTAL. I I O Of co o -r o Z0) N co I c� -co o co ALL WATER SERVICE PIPE IS TO BE ULTRA HIGH MOLECULAR 1 3100 1 i +s N +s N +s N ;': I 3 N 1-w 1 to w r� w WEIGHT POLYETHYLENE PIPE SIDR 7, CLASS 200 PER CITY . 1 '�+ L OF MERIDIAN ISPWC SUPPLEMENTAL. I I THE CITY OF MERIDIAN REQUIRES 5-FT OF COVER ON MID-SECTION WATER MAINS; COVER IN ALL OTHER AREAS SEWER LINE D SHALL BE 4-FT. SEE SHEET 5.3 • NOTE:- z ALL SEWER MANHOLES ARE TO BE 48" INNER DIAMETER, O 30 0 15 30 60 CONSTRUCTED PER ISPWC SD-501. n THE SLOPE AND LENGTH OF SEWER MAIN IS CALCULATED SCALE IN FEET FROM INSIDE FACE OF MANHOLE TO INSIDE FACE OF o 1"=30' MANHOLE. Q ALL SEWER SERVICES ARE TO BE 4" DIA, PER ISPWC Ld N 271 715 271 o 2 2715 SD-511A, CONSTRUCTED AT 2.00% MINIMUM SLOPE. *SEWER SERVICE MUST BE CONSTRUCTED W/ CLASS 200 � z (SDR-21) PIPE. SEE WATER NOTE 3. BENCH MARKS 61 TBM W 271 2712 271 2712 TBM #1 - 2696.79 - FOUND 5/8" DIA. PIN - 1/16TH CORNER. LOCATED NE OF PROPERTY BOUNDARY. SEE zSSMH —1 SHEET 5.1. � •w z cn� STA:3+97 92 TBM #2 - 2709.37 - FOUND 5/8" PIN - SW CORNER O 0 cn 200 00 00co RIM:2706 13 OF GAROUTTE ACRES SUBDIVISION, SOUTH OF W Z 00 Sta 2+00. 0= Ln DEVELOPMENT PHASE. SEE SHEET 5.7. II `O c° `D INV IN:2688.63 S 270 2709 270 0 2709 N,--�7 STA:3+4 .27 O N N cq � rr � 00 [BLOCKOUT S] 04 a0 Z 00 RIM:270 .52 O 1 N N N H INV OUT:2688.53 N 00 r ao N IN IN:2687.66 8 E + + z z z o 7 I • � N2MN — — — � L w o N Y IN IN:2687.66 8 N � • •• v = r) — 0 o IN IN:2687.66 8"S NNN - z z zz c� 270 2706 270 _ —_— 2706 0 N H (n (n ZmuZ - - �— — r n 0 > J 270 2703 270 2703 -� - W K,,-4::" P—I R CROSSING Ll M 8" C— 00 SLEEVE W > 270 R MAIN 2700 270 » WATER 2700 W W V) 2697 2697 2697 2697 W W J 269 2694 269 2694 0 — Z V Q I 0 269 2691 269 2691 W � J W Z _ 103 LF 8" PVC 0.45% 1 5�0.4q07 F — 194 LF s VC 268 2688 268 2688(198 Q U � DATE: 268 2685 268 2685 4-17-2023 PROJECT: SEWER LINE F PROFILE C2023-002 SEWER LINE E D ROFILE HOR: 1 "=30' SHEET HOR: 1 "= 0' VER: 1 "_11 VER: 1 "=3' 2 26?+"203+00 2+70 2+40 2+10 1 +8�682 26801+80 2+10 2+40 2+70 3+00 3+30 3+60 3+90 4+ 20682 5o6 M 1 AMITY RD. = Q o ° ui KEYNOTES Q O �o Cc ■� 'rn n 01 11-1/4' BEND (MJ) `� N T WOODMURRA wO NOT USED. ■i Zco 03 NOT USED. Z INDEX MAP ® 8%8%8" TEE (FLG) MEMO! 1"=250' KALINGA g 2- 8" VALVES (MJxFLG) � o 1- 8" ADAPTER (MJxFLG) _ N ti 05 w CONST. 8 LF. 6" WATER MAIN W Z 8%8%6" TEE (MJxMJxFLG) ►� W Z) 0 6" VALVE (MJxFLG) W w FIRE HYDRANT [MERIDIAN W8] MENEM Z ■ U � HILL 6 CONST. 8 LF. 6" WATER MAIN CQ HILL PARK PARK Z w m 8"x8"x6" TEE (FLG) W Q m 6" VALVE (MJxFLG) J � o 8" ADAPTOR (MJxFLG) ui Lid a 8" VALVE (FLGxFLG) [W/ BLIND FLANGE FOR r' O FUTURE CONN] w I FIRE HYDRANT [MERIDIAN W8] I HILLSONG L----- ------- O i I � CONST. GRAVEL ACCESS ROAD AS SHOWN. USE SECTION, SHEET 5.1. ------------- CONSTRUCT 92 LF__ I O ��S�pNAL FNc/ 1 8" WATER MAIN __J 8 W5 [FOR RPSERRI CROSCE S-CONNECTION]NNECTION TON]ER MERIDIAN �� G�STER�O�F SEWER \_11E 5 L--- -0 1SHEE Qg NOT USED. Q 04/27/2023 � SEE � N�17,�8 2 CONSTRUCT 29 LF CONSTRUCT 93 LF - ' �___________________________� a,,_ POTABLE/NON-POTABLE MAIN 8" WATER MAIN 8" WATER MAIN _ .. .: ,�' 8" PVC 00.45% ® CROSSING. REFER TO WATER NOTE .�9�F OF � � A pf - - • SSMH G-3 2 - SEE COVER SHEET 1.0 /�/ S. CRP\ CONSTRUCT 119 LF 1 W �.. �. 1 FUTURE PHASE 1© POTABLE/NON-POTABLE SERVICE 8 WATER MAIN a W � 1 CROSSING. REFER TO WATER NOTE • 1 CENTERVILLE 3 - SEE COVER SHEET 1.0 CHECKED BY: •.•'f•:�' W - SUBDIVISION 5 5 s' � DAVID A. BAILEY P.E. SSIM D-3 o o :". 8 5 1 ; G �6� DRAWN BY: Ln x• w _ 0 1 1 Q WATER METER LEGEND 4 a o s s 1 2 �� ,• p Z (PER CITY OF MERIDIAN STANDARD DRAWINGS W1,W2,W3 _ . .. , IW W W W _ � ®045%4� 1 1 1 ,:: .. • 1 .. . 1 w� & ws) "' w w SSMH G-1 z I - " PVC 1 1 - , '►• l0•0 1 N o LOCATION PER MERIDIAN SD-W9 IF METER SHARES LOT J w WA y 5 1 1 s7' 1ow ( n LINE WITH FIRE HYDRANT. PVC .45�s S s 1 jl SSMH G-2�_- 11 �� 3/4" DOUBLE METER SERVICE PER MERIDIAN W1 -mvW N T- j 1 `''' 1 -' 1 U 7J [3/4" METER SETTER, 3/4" METER, 1" PE LINE bj w j j_ J� 1 • " 1 _- �" 1 0. 3/4" SINGLE METER SERVICE PER MERIDIAN W1. r" 5+02.37 o d I `•:d:� _�- �+ 1 4+72.37 " [3/4" METER SETTER, 3/4" METER, 1" PE LINE] . 1 _ 4+01.67 1 4" 34'R 1 SERVICE MARKERS TO BE PROVIDED PER MERIDIAN SD ;.:. i •� :. . t'`'. '. I:' _ 4+37.52 El 2697.76 ? . El 2697.50 SW-3. 3+71.67 4" 35 R 1 4 35 R 1 3 y:.• I El 2696.90 1 1 EI 2697.21 TBM #2 NOTE: 1 F 4" 35'R El 2696.65 1 11 11 THE CITY OF MERIDIAN REQUIRES THAT ALL WATER METERS v w ----- L-- - 1 N • 1 El 2696.40 /1 1 O AND WATERWORKS BRASS BE ANSI NSF 61 CERTIFIED. w � .:•; 1 1 1 O 1 1 � • i 2+57.85 2+89.01 1 111 11 O 11 1 NOTE: 35'R 4" 34'R 1�1 11 1�1 00 1 I m-m n ALL WATER MAIN IS TO BE BLUE ANSI/AWWA C-900 DR18. N o El 2695.E El 2695.95 1 1 1 O ___-- PER CITY OF MERIDIAN ISPWC SUPPLEMENTAL. j SEWER LINE D 1 � SEE SHEET 5.3 I 111 O 111 •'r 1111 __ �� ALL WATER SERVICE PIPE IS TO BE ULTRA HIGH MOLECULAR Z I 1 CO _ P,J� WEIGHT POLYETHYLENE PIPE SIDR 7, CLASS 200 PER CITY 111BLpCK _ OF MERIDIAN ISPWC SUPPLEMENTAL. N O 11 O 1 . . 1 �� w O O i - - � THE CITY OF MERIDIAN REQUIRES 5-FT OF COVER ON 1 - ' 1 --'" � • �� 30 0 15 3O (CO SHALL WATER MAINS; COVER IN ALL OTHER AREAS SHALL BE 4-FT. FMM SCALE IN FEET NOTE: Z ALL SEWER MANHOLES ARE TO BE 48" INNER DIAMETER, 0 1"=30' CONSTRUCTED PER ISPWC SD-501. O THE SLOPE AND LENGTH OF SEWER MAIN IS CALCULATED w 271 2712 FROM INSIDE FACE OF MANHOLE TO INSIDE FACE OF Z MANHOLE. ALL SEWER SERVICES ARE TO BE 4" DIA, PER ISPWC Z SD-511A, CONSTRUCTED AT 2.00% MINIMUM SLOPE. Z (n 00 pp z ap o0 SSM G-3 *SEWER SERVICE MUST BE CONSTRUCTED W/ CLASS 200 (n ao i j (SDR-21) PIPE. SEE WATER NOTE 3. 0 270 00 °° oo 0 M o o 0, RIM:2 05.73 2709 0 0 I` oo N N NV IN:2691. 4 8 S BENCH MARKS TBM 0 II N Nrn � � � rncn C� � ON N � [BLOCK UT S] Z O M I� 6 600 I � � Too N N + � Z Z = IN OUT:2690. 4 8»N TBM #1 - 2696.79 - FOUND 5/8" DIA. PIN - 1/16TH �'� O o0 00 00 O c9 O M N H = N - - CORNER. LOCATED NE OF PROPERTY BOUNDARY. SEE O 1 ONO ON + r- ZO � NH� >> > SHEET 5.1. 270 + n " O EXISTING GRADE - - - _ _ _ 2706 J w N m O N Z N N Z Z _---- - TBM #2 - 2709.37 - FOUND 5/8" PIN - SW CORNER H N H > > > ---- --- OF GAROUTTE ACRES SUBDIVISION, SOUTH OF Q (n (n (n Z Z Z ----- ----- DEVELOPMENT PHASE. SEE SHEET 5.7. m 270 _ - - FINAL GRADE 2703 L` � W 4 P-IIRF CROSSING W /� 8" C-90 SLEEVE � I1 J 270 2700 W 12" C-900 w STORM DRAIN g" WATER MAIN V ._J 2697 2697 0 Z V Q 1 0 269 2694 w � J W Z _ w "269 Q 134 LF 8" PVC ®0.45% (109 LF C C UF-M 104 L 8" PVC ®0.45% 7138 LF C- ) 3 I ( 08 LF C-C) LI DATE: 268 2688 4-17-2023 PROJECT: SEWER LINE G R O E I L E c2o23-002 H R: 1 "= 0' SHEET ER: 1 "_ ' 268 +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+T0685 M E AMITY RD. = Q CD o ° c L KEYNOTES Oct M 1O 11-1/4' BEND (MJ) _ _ T � J N WOODMURRA Lu O NOT USED. ■ Z L � INDEX MAP 3O 45' BEND (MJ) Z 1"=250' ® NOT USED. _ 5 KALINGA O 8"x8"x8" TEE (FLG) w 2- 8" VALVES (MJxFLG) = Z 0 1- 8" ADAPTER (MJxFLG) W ~ W `° © CONST. 12 LF. 6" WATER MAIN F_� 0 8"x8"x6" TEE (MJxMJxFLG) W w ------ Of _ ___ ti 6" VALVE (MJxFLG) ■- FIRE HYDRANT [MERIDIAN W8] cc 1 r HILL PARK PARK W Q I CONSTRUCT 14 LF--------------- 7O NOT USED. i 8" WATER MAIN � Uw ® NOT USED. I 1 1 19 V � Q CONSTRUCT 155 LF 09 WATER METER LID TO BE TRAFFIC-RATED. I I I I I � 28 II 1II 27 II II 26 II II 25 II II 24 II II 23 I1I IiI o 1 8" WATER MAIN -_-_ - -__ HILLSONG ® CONST. TRAFFIC-RATED CLEAN-OUT , 1 I I I PER ISPWC SD-506A. [REQ. PER l I I I I ---- -------- ----_- SEWER LINE D CONSTRUCT 58 LF CONSTRUCT 182 LF 1 I 1 , , , , PLUMBING CODE IF CUMULATIVE S�pNAI FN 1 SEE SHEET 5.5 » I I i i 1 i OF SERVICE LINE] LF Q)�� R� /F 1 8 WATER MAIN 8 WATER MAIN I I I I I I I I I 20 1 � 0%27/2023 � ] Q�i i i i i i i L__ 7 r 17 11 NOT USED. I I I I I I I , I _��E , 17882 R LINE G 2+63.04 1 1 4" 39 L i i 4" 39'L 4" 39'L i + •� 3+29.40 3+65.40 4+01.40 4+37.40 4+73.40 4" 39'L 1 4 39'L NOT USED. N SEWS T 5 1 4' 38'L EI 2697.53 I EI 2697.21 I I EI 2696.89 I EI 2696.57 EI 2696.25 El 2695.93 i L--------- ------------ "• 1 © ��G` SEE SHEE I I I I I I I I I I I I ; 1 , El 2697.64 L---t---J L -- J L--- J L--- J L--- J - •. 1 © NOT USED. �F F OF 4 00 4 L -� 1 i i I --- t--- r--- 21 f L--------------------------J 11 - �'- - - .- • •• •• .. .. . , OTABLE NON POTABLE MAIN • •• . . � .. ..... . . . . •.. • • .• ••� �•. .: .' 'r .• : s •' :. •. i. : ® DNS CAP :• •--- - - -- P :•� 1 j; � Y ? • :•. . . !: .• •.• . .:• ;. • . 3 ; ____________ CROSSING REFER TO WATER NOTE 2 r I SEE COVER SHEET 1.0 w w w / / ' - CHECKED BY: r� w w w w w w w w w w w w w ;! DAVID A. BAILEY P.E. • .. I SSMH H 1 I I I �•- i 6„01.24 I I © POTABLE/NON-POTABLE SERVICE I _ I _ _ j j S HILL A I/ SSMH H-2, 163° -� 4 39'L 15 CROSSING. REFER TO WATER NOTE 3 DRAWN BY: _ o �- - r - 1 - _0 _ _ - - » EI 2694.80 1 - SEE COVER SHEET 1.0 KSC ____-_ _, •" " 5 - k IS---I-�-rS 5 5-�-,$ 5- .�5" ETA ' S ' S 701S -ems `� �' I 5 167° I 8 PVC I®0.65�5 I - 5 --------------------------- 5 , I I s s I I I I I ... • I - - - wok �•' I<' • 03 _! o o i i i I I I � \\\� 6p 01.24 i I WATER METER LEGEND �___ �___ I I I g , 4 41 R 1 4 (PER CITY OF MERIDIAN STANDARD DRAWINGS W1,W2,W3 O O i .. _----- --- --- ---- --- --- ---- --- --- ---- --- --- --- --- ---�-- r El 2694.90 2+83.24 1 3+19.24 3+55.24 1 1 3+91.24 I 1 4+27.24 1 1 4+63.24 1 1 4+99.24 1 1 5+35.24 I i 5+71.71 �� 1 I & W6) 1 •: � 4' i1 4„ 28,R 4„ 28,R 4„ 28,R I I 4„ 28,R I I I I1 , 1 1 i � � , 1 1 1 I 1 4 28'R 1 4" 28'R 1 1 4" 28'R 1 4" 28'R I 1 4" 28'R r L------------ -------_---_J LOCATION PER MERIDIAN SD-W9 IF METER SHARES LOT T 1 i El 2697.421 1 El 2697.101 1 El 2696.781 I El 2696.461 1 El 2696.141 El 2695.821 I El 2695.51 I I El 2695.19 I 1 El 2694.86 LINE WITH FIRE HYDRANT. d.- EW' ER LIN E G ___________________ 1, II o 3/4" DOUBLE METER SERVICE PER MERIDIAN Wl . z8„ PVIC �0.45% oO 5, [3 4" METER SETTER 3 4" METER 1 PE LINE] SEE � 6+01.24 3/4" SINGLE METER SERVICE PER MERIDIAN W1. 4» 72,R [3/4" METER SETTER, 3/4" METER, 1" PE LINE] w 2 1 i 3 1 1 4 1 5 6 1 1 7 1 1 8 I I 9 1 I 1 0 I r 1 El 2695.50 1 I SERVICE MARKERS TO BE PROVIDED PER MERIDIAN SD o I I I I I I I I I I I I I L----------- ------------- I SW-3. I I I I 0 w 1 I I I NOTE: W a r---------------------------� THE CITY OF MERIDIAN REQUIRES THAT ALL WATER METERS N � 1 1 1 1 1 1 1 I 1 1 I 1 i 1 AND WATERWORKS BRASS BE ANSI/NSF 61 CERTIFIED. > 1 1 I I I I I I I Li C3 Z Li 5+93.24 12 1 I I I I I I I 1 I I I I I » • NOTE: L I 1 I I I I I I I I I I I I I I I � 4 106R__� L--------J L_-_ _J L_ J --------J L-_______J L-------- , El 2696.37 i I ALL WATER MAIN IS TO BE BLUE ANSI/AWWA C-900 DR18, _J L________J �_________� PER CITY OF MERIDIAN ISPWC SUPPLEMENTAL. _ BUCK _5 _ _ 1-------------------------- Pi _ Ld J I vv��-- �� -- -- -' - -- ALL WATER SERVICE PIPE IS TO BE ULTRA HIGH MOLECULAR J "T" WEIGHT POLYETHYLENE PIPE SIDR 7, CLASS 200 PER CITY OF MERIDIAN ISPWC SUPPLEMENTAL. • THE CITY OF MERIDIAN REQUIRES 5-FT OF COVER ON O 0 MID-SECTION WATER MAINS; COVER IN ALL OTHER AREAS 30 0 15 30 60 SHALL BE 4-FT. NOTE: 0. Z SCALE IN FEET ALL SEWER MANHOLES ARE TO BE 48" INNER DIAMETER, 1"=30' CONSTRUCTED PER ISPWC SD-501. THE SLOPE AND LENGTH OF SEWER MAIN IS CALCULATED FROM INSIDE FACE OF MANHOLE TO INSIDE FACE OF MANHOLE. 271 2712 ALL SEWER SERVICES ARE TO BE 4" DIA, PER ISPWC 0 SD-511A, CONSTRUCTED AT 2.00% MINIMUM SLOPE. 3 / Z w ap *SEWER SERVICE MUST BE CONSTRUCTED W/ CLASS 200 V Z (n w ap 0000 (SDR-21) PIPE. SEE WATER NOTE 3. 00 00 00 > J 270 "'• 00 O 2709 BENCH MARKS 61 TBM Q o ItO cDr- oc0 J O N LqNrn N O O TBM #1 - 2696.79 - FOUND 5/8" DIA. PIN - 1/16TH Q O O + C9 � p N N � + r, Z p CORNER. LOCATED NE OF PROPERTY BOUNDARY. SEE + 0 W W - SHEET 5.1. N2 � NZ ZO � � >> W N NIn > > > > N Z Z TBM #2 - 2709.37 - FOUND 5/8" PIN - SW CORNER 270 - - - 2706 OF GAROUTTE ACRES SUBDIVISION, SOUTH OF W _ M M M DEVELOPMENT PHASE. SEE SHEET 5.7. ' I - -- - - - - - OON N (V FINAL GRADE (00 N Z Z Z 270 2703 Q .. 4" P IRR CROSSING N z z z 'W^ w 8" C 900 SLEEVE �_ - - - - - - V J EXISTING GRADE:T -i 270 2700 0 Z V $ WATER MAIN n/ LL 2697 2697 W W Z ~269 W 2694 Q o � 324 LF 8 PVC 0" 269 (328 LF C- ) DATE: 70 2691 4-17-2023 74 LF C-C C200 SEWER LINE H PRO IL_E 23-002 HOR: 1 "=30' SHEET VER: 1 "=3' h 268 +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+ 88 • • • BLOCK 2 co F= CONSTRUCT 24 LF BLOCK 1 0 �; -, 0 1.MM C=> 4" PIRR PIPE 3 LEGEND C 0 1 00 Cl) (1) 4" VALVE I---- ----- 44 co I I i I I i i SUBDIVISION BOUNDARY LINE 0 CONSTRUCT 94 LF C, STUB AND MARK (D 4" TEE CONSTRUCT LF 4" PIRR PIPE CENTERLINE Uj 4" TEE 4" PIRR PIPE co 4" 11.25' ELBOW 78 L' RIGHT—OW LINE z q) CONSTRUCT CONSTRUCT 16 LF (1) 4" VALVE CONSTRUCT 6 LF 4" P-IRR PIPE 4" PIRR PIPE ! CONSTRUCT 350 LF 49' PIRR PIPE LOT LINE Z 8" C- STUB AND MARK 900 SLEEVE- TO SURFACE 4" PIRR PIPE le)\ A D_IRR VALVES CONSTRUCT 92 LF T MONSOON PI CONST. PRESSURE IRRIGATION LINE CONSTRUCT 48 LF ------- 4" PIRR PIPE WITH IRRIGATION RISER 4" P-IRR PIPE • W 8" C-900 SLEEVE CONSTRUCT 54 LF- E) GATE VALVE W/RISER Uj ST. 4" P-IRR PIPE- FUTURE cn (2) 4" P-IRR VALVES MAINLINE DRAIN LLI 8" C-900 SLEEVE CENTERVILLE W (2) 11.25- ELBOWS SUBDIVISION 4" P-IRR VALVES— 7-7, OA AIR RELEASE VALVE z WW 2 (2) 22.5- ELBOWS Cc z 8" 11.25' ELBOW -------I r-------i r------- r-------- -------- n • CONSTRUCT 89 LF Uj co C,0 4" PIRR PIPE _j CONSTRUCT 2 LF 5 Lij Ld PRESSURE IRRIGATION NOTES 4" PIRR PIPE rj CONSTRUCT 96 LF I r-4" PIRR PIPE 1. ALL WORK SHALL CONFORM TO THE IDAHO STANDARDS FOR PUBLIC WORKS CONSTRUCTION CONSTRUCT 457 LF SPECIFICATIONS 4's PIRR PIPE > C� CONSTRUCT 56 LF L---------i IL L I L BLOCK L--------j L--------j - ------J, I LI--------i LI-------- 2. CONTRACTOR TO NOTIFY ENGINEER OF RECORD L L----------------j 4" PIRR PIPE 11, , )NAL p TO WITNESS INSTALLATION OF THRUST BLOCKS. 24 &------- HOURS MIN NOTICE. BLOCKS AT ALL FITTINGS AND G\Sl &---- r--- --- r-- ------ r -T- VALVES PER ISPWC SD-403. 4" TEE 04/27/2023 FUTURE i "4 TEE I of r---k-, r--- r L I TEE --- CENTERVILLE I I i STUB VALVE EAST, CAP AND 3. CONTRACTOR TO NOTIFY ENGINEER OF RECORD -4" TEE 1 17882 I TO WITNESS PRESSURE TESTING. SUBDIVISION I I I I I CONSTRUCT 87 LF MARK SURFACE @ RR PIPE @ @ @ @ @ @ @ 4" PI II 4. ALL IRRIGATION SERVICES TO BE INSTALLED OF PER DETAIL(S) THIS SHEET. L----------j 5. ALL PRESSURE IRRIGATION SERVICES SHALL __J L---—---- __7---j L-------- L--------j L___, __j L----- --- Ji -it BE LOCATED PER PLAN. J L-----7-- ,7 CONSTRUCT 55 LF IN 0 CHECKED BY: 4" P-IRR PIPE • •• • DAVID A. BAILEY P.E. . ....... ---- ----- DRAWN BY: 8" C-900 SLEEVE— JCM (2) 4" P-IRR VALVES It PRESSURE IRRIGATION PUMP STATION & PIPING TO BE (2) 22.5- ELBOWS Iit . - • 1, "A @ OWNED & MAINTAINED BY CENTERVILLE HOMEOWNERS' ----- --- -------------------------- ASSOCIATION. i r ---- ----- ------------------------ - - ----------------------` Uj CITY OF MERIDIAN MUNICIPAL WATER IS BACKUP WATER ------ CONSTRUCT 335 LF 9 SOURCE. REDUCED PRESSURE BACKIFLOW PREVENTION G) ASSEMBLY SPECIFIED IN LOT 14, BLOCK 4. LLI ---------------------- ------------- ----------- of ---t @ It 4" PIRR PIPE ------------ CONSTRUCT 92 LF -------------- CONSTRUCT 96 LF -------------- 4" PIRR PIPE P0 @ --------------------------I i BOW 1 1 1 _C) J L--------I L----------11 ----------11" 1 [11, -------------------------JA CONSTRUCT 13 LF 4" PIRR PIPE 4" PIRR PIPE 4" 90* EL --- SEE SHEET 6.2 FOR ----------- z -------------- 4" P-IRR VALVE. CAP & MARK TO SURFACE. ------------------------- PRESSURE IRRIGATION 0 2 BLOCK 4 0 1 a- CONSTRUCT 79 LF @ DETAILS. LS. Ld L------------------------- i z A�66KISTRUCT 260 LFO L-------------------------J z 4" P-IRR PIPE Ill 4" TEE d :5 4" PIRR PIPE ----------------------`I --------------------------- Wo 8" C-900 SLEEVE CONSTRUCT 28 LF Y) @ (2) 4" P-IRR VALVES 041 -------------- 4" P-IRR PIPE CONSTRUCT 117 LF L CONSTRUCT 5 LF 0 CAP N VALVE R-----------------------'�_CONSTRUCT 82 LF I KEYNOTES < Cq /_8" C-900 SLEEVE 4" PIRR PIPE ----------------J »AT ISLAND __j 4" PIRR PIPE�-- ------------ 4" PIRR PIPE ---------------------- -- (2) 4" P-IRR VALVES -,'CONSTRUCT 58 LF 1*11;1 1 -11 (D INSTALL TWO (2) FOUR (4) INCH SLEEVES. COORDINATE C; N CONSTRUCT LF1 I I P-IRR PIPE @ 11 31 1 W/ DEVELOPER. --------------f-74" PIRR PIPE ILI 1 001- 8" C-900 SLEEVE ----------- ---------J FUTURE CENTERVILLE - SEE DETAIL, SHEET 6.2. `M3 INSTALL AIR VENT at ii ii W ii)i III W �4 --_CONSTRUCT 89 L 8" 90' ELBOW SUBDIVISION 2 (2) 4" P-IRR VALVES INNIN rNNN` 490 TEE INSTALL DRAIN SEE DETAIL, SHEET 6.2. z 11--------------------------- 4" PIRR PIP 4" TEE---"""_ OF • CONSTRUCT RUCT 30 LF L HILL-PA R10K CONSTRUCT 8 LF -—-—-—-—-—-—--- ?,V/LZ PARK STREET G 11 — 4" PIRR PIPE @ 4" PIRR PIPE —CONSTRUCT 8 L -1 h 4" 90' ELBOW 1L------------------------- Z •4" PIRR PIPE - SEE -------------------------_, CONSTRUCT 46 LF CONSTRUCT 7 L 3 . I .... (9Ar TRUCT 65 LF CONSTRUCT 132 LF [--- "I_ I I . r ----------- I @ ------------ 4" P-IRR PIPE ---------------------- 4" PIRR PIPE ------------------------- A. z ------------------------- L (2) 4" P-IRR VALVES PIPE 4" PIRR PIPE 4" PIRR PIPE 1 a -900 SLEEVE 8" C ------------\_ -- ------- CONSTRUCT 258 LF -- --------------------------I N 4" PIRR PIPE W CONSTRUCT 115 LF T L @ CONSTRUCT 60 LF 4" PIRR PIPE --------------------------- P-IRR PIPE 4" TEE BLOCK 4 4" TEE--,� 4 ;--------------------------- CONSTRUCT 188 LF 8" C-900 SLEEVE 0 4" PIRR PIPE r--- --- --------- r--------I r--------i --------I r--------1, r-------- ------------------------- @ 1110- 11 (2) 4" P-IRR VALVES It !,( I I I I I I I I I 4" TEE I I I I i i I I ------------------------- L------------------------- (2) 22.5- ELBOWS 4 0 " TEE -----------CROSS—CONNECTION CONSTRUCT 59 LF ------ till SEE DETAIL, I I 1 11--------------------- STUB VALVE SOUTH, CAP AND 4" PIRR PIPE @ SHEET 6.2 CONSTRUCT 56 LF ------------------ I _ 1 1 @ 1 1 1 1 @ CONSTRUCT 91 LF- - MARK TO SURFACE I I i I I I 4" PIRR PIPE @ @ @ -----------4" PIRR PIPE L--------------------- j • -1,1--4- TEE @ 4" 11 .25' ELBOW 1 1 1�;l� 11------------ ----------- J-- ------- CONSTRUCT LF I " 1 STRUCT 338 LF it CON p W CONSTRUCT 43 LF 14" PIRR PIPE i I L-------- --- ------------------------ 1 4" PIRR PIPE J L j I ---------- L------------------------- 4" PIRR PIPE --------------------------- —CONSTRUCT 54 LF . I ..I - 4" 11.25' ELBOW , Q G AVE.-- @ -4-___I_S1 HILL N 4" P-IRR PIPE z---------------------------- E.8" C-900 SLEEVE tLEA"... R. -------------- I -------------- (2) 4" P-IRR VALVESW� i _(2) 22.5* ELBOWS i r-- ----- CONSTRUCT 202 LF (8 ------ V) FUTURE 11 Cl) W 4" PIRR PIPE CENTERVILLE 7, --------------------------- SUBDIVISION IF i n13 @ @ @ @ i i L--------------------------- @ CONSTRUCT 86 LF1 I I r-------------------- A� I I I I I ------- 1 4" PIRR PIPE ----------CONSTRUCT 2 I L-------- --------j L------ j L--------1 L------ @ __j L--------j L--- 4" PIRR PIPE it I 4" 11.25' ELBOW \� �A\ 2 IN 4" 11.25' ELBOW 4" 90' ELBOW FUTURE 4" TEE > CENTERVILLE STUB VALVE EAST, CAP AND CONSTRUCT 101 LF L SUBDIVISION L-CONSTRUCT 459 LF MARK TO SURFACE 1 0 4" PIRR PIPE CONSTRUCT 55 LF 4" PIRR PIPE V) W NNNj 4" P-IRR PIPE W `NNNNNN 8" C-900 SLEEVE z (2) 4" P-IRR VALVES W (2) 22.5- ELBOWS • 6" TEE [FUTURE ROADWAY CROSSING] Plans Are Accepted For Public o (1) 4x6" REDUCER CONSTRUCT 77 LF Street Construction 4" VALVE SOUTH 49' PIRR PIPE By stamping and signing the improvement plans, the Registered DATE: CAP & MARK TO SURFACE Engineer ensures the District that the plans conform to all District 4-17-2023 -——------------- 4" TEE policies and standards. Variances or waivers must be specifical- PROJECT: 60 0 30 60 120 ly and previously approved by the District in writing. Acceptance 23-002 1W WOO 11 RR (1) 6"x4" REDUCER .....................................�illillillillillillilli!!Siiiiiiiiiiij of the improvement plans by the District does not relieve the CONSTRUCT 9 LF -SHEET (1) 4" VALVE WEST Registered Engineer of these responsibilities. 6" PIRR PIPE CAP & MARK TO SURFACE SCALE IN FEET BY DATE: PRESSURE IRRIGATION 2 CONSTRUCT 16 LF 1 11=601 ADA COUNTY HIGHWAY DISTRICT PUMP STATION LOCATION 6" PIRR PIPE 27"GIR — SEE SHEET 7.3. -27"GIR _s� Q O U MENEM M N c O N � V W � ■� Z � Z Z M= a N W Z w U) W `4 W ~ w Z w ■ENEM c 07 Z w co W a00 U) ww � (D V w P/L NOTE: INSTALL MAIN LINE DRAINS AS REQUIRED TO STANDARD MANHOLE 10' EASEMENT REQUIRED ON PIPE SIDE FIBERGLASS VALVE PROVIDE COMPLETE DRAINAGE DURING WINTER FRAME AND COVER 1" FORD, MUELLER OR " BOX & COVER SHUT DOWN OF IRRIGATION SYSTEM. ��S\(3NAL FNG� 6 MIN. 3' MIN. APPROVED EQUAL ANGLE z _ Q�� 0% S 023� 5'-MAX METER STOP W/ LOCK WING & IRON PIPE THREAD 4" THREADED CONNECTIONS L _ N 17882 CAP OR PLUG FINISH - GRADE 4"-8" w WATERMAN MODEL 24"• CONCRETE 9TF OF APPROVED METAL OR PLASTIC _ CR-100 AIR PIPE. LENGTH �F� �� TAG WITH "NON-POTABLE WATER - RELEASE VALVE AS REQUIRED. �N S. CAP DO NOT DRINK" IS REQUIRED. (OR EQUAL) CARSON 18-INCH "STANDARD" CONNECT TO VALVE BOX WITH 1-1/2"0 GALVANIZED CHECKED BY: *NOTE: REINFORCED FIBERGLASS BOLT AN WIRE TIE. — 1-1/2" SCH. 40 IRON NIPPLE & 90' ELBOW DAVID A. BAILEY P.E. 1.2'-6" MIN., 5'-0" MAX. VALVE BOX (OR EQUAL) ° IN UNPAVED AREAS ,� I I o� ° GALVANIZED IRON PIPE MAIN I I DRAWN BY: WHERE THE LINE IS APPROVED METAL OR PLASTIC o : :� a : o' RISER LINE LE FREE DRAINING. z TAG WITH "NON-POTABLE TRENCH BACKFILL Q o °, o BALL VALVE CURB STOP a WATER DO NOT DRINK" IS 1 o d � :°o °. IRRIGATION MAIN + (MUELLER 300 OR EQUAL) 2.3'-6" MIN., 5'-0" MAX. REQUIRED OR LATERAL IN PAVED AREAS OR `V 1 WHERE THE LINE IS CARTRIDGE DUAL CHECK VALVE 1-1/2" NOT FREE DRAINING. w FORD OR MUELLER OR :°C °: a° ° C° TAPPING APPROVED EQUAL SADDLE z +' 1-1/2" BRANCH TEE 3.FINDER WIRE AND " CO P6' M IDENTIFICATION TAPE POLYETHYLENE N NOTE: INSTALL AIR RELEASE VALVES AT HIGH 1-1/2"• GALVANIZED POINTS IN THE DISTRIBUTION PIPING AS IRON PIPE 0 0 0O O (I.S.P. PER THE 4" PVC OR ABS REQUIRED TO PROVIDE ADEQUATE VENTING. AIR VENT STATION DETAIL �O n�I.S.P.W.C. DIVISION PIPE VALVE BOX LOCATE AIR RELEASE VALVES WITHIN O0 bO0 900. PER BPBC STD.DWG.IRRIG-01 0 00 0 NOTCH 4 VALVE COMMON LOTS OR WHENEVER POSSIBLE 0, ROAD FRONTAGE O O O 00 BOX OVER PIPE WITH NOT TO SCALE O OO O O 0 0000 � 1/2" MIN. CLEARANCE �000 O ��nOOD O�� O�0 O FROM PIPE OOOOO �O� 0 O O OOO oO� o U W SLOPE 0000 o00 O C)0 0 0°0� o w TO DRAIN EXCAVATE TO FREE DRAINING0 00 0 0 OO w N o SANDS & GRAVELS 2 CUBIC j YARDS MINIMUM 2" WASHED MAINLINE DRAIN LLJ o 1" BRONZE CURB STOP - DRAIN ROCK, OR AS � Z MAIN PROVIDE LONG RADIUS BEND REQUIRED. PER BPBC STD.DWG.IRRIG-03 LINE OR APPROVED EQUAL. IN POLYETHYLENE PIPE WITHOUT KINKS OR DISTORTION NOT TO SCALE ^ NOTE: LOOP TRACER WIRE FROM MAIN v , TAPPING SADDLE LINE PIPE TO SERVICE BOX AND (ROMAC 101 S OR APPROVED EQUAL) BACK ALONG SERVICE LINE PIPE. TYPICAL LOT SERVICE — PER BPBC STD.DWG.IRRIG-02 NOT TO SCALE 0 RPBPA MUST BE APPROVED BY THE STATE THRUST BLOCKS SHALL BE PROVIDED FOR Z OF IDAHO, DEPARTMENT OF ENVIRONMENTAL HORIZONTAL AND VERTICAL PIPE BENDS QUALITY AND MERIDIAN WATER DEPARTMENT. RP BACK FLOW PER ISPWC SD-403 LLI DEVICE (4" X OR Q WILKINS 975XL APPROVED EQUAL) VALVE SLEEVE VALVE SLEEVE 0 WITH COVER WITH COVER rFROM CK FLOW VALVE SLEEVE METER BOX TO HAVE 12" WITH COVER WITH COVER LEARANCE 0 FINISHED V 4" PRESSURE IRRIGATION MAIN 8" WATER MAIN 4" WATER METER V , 3/4" CURB STOP VALVE. PROVIDE DRAIN 4" GATE VALVE ROCK AND BOX PER DRAIN VALVE DETAIL THIS SHEET. SLOPE TO Z W DRAIN I a J W ._J r n ALL CONNECTIONS INTO CONNECT TO 4" P.I. 1 ' WATER MAIN SHALL BE 4" GATE VALVE MAIN WITH A t/ 4" HOT TAP. INSTALL TAPPING SADDLE 4" GATE VALVE. REDUCED PRESSURE BACKELOW PREVENTION ASSEMBLY " ' W NOT TO SCALE r n v , � e W � W Plans Are Accepted For Public U � Street Construction By stamping and signing the improvement plans, the Registered DATE: Engineer ensures the District that the plans conform to all District 4-17-2023 policies and standards. Variances or waivers must be specifical— PROJECT: ly and previously approved by the District in writing. Acceptance C2023-002 of the improvement plans by the District does not relieve the SHEET Registered Engineer of these responsibilities. BY DATE: ADA COUNTY HIGHWAY DISTRICT 6o2:A C� Q oM 1 � NOTCHES FOR CHECK NOTE: AMITY RD. = Q E2 BOARDS. SEE DETAIL, SURFACE WATER RIGHT: 0.30 CFS rn m SHEET 7.4 DEPTH OF FLOW AT WATER RIGHT = 0.32' TOP OF GRATE ELEV ALL IRRIGATION MANHOLES ARE TO BE .. Oct corn SEE PLAN MINIMUM 48" DIA. PRECAST PER I.S.P.W.C. o V IN4.00' 3.00' ATTACH GRATE SECURELY J f� SD-613A WITH A 1' SUMP, UNLESS 1'-7.5" 1'-7.5" TO CONCRETE RIM 16 OTHERWISE SPECIFIED. WOODMURRA n ' Z Lu co ~ .i TOP OF WEIR- 2710.00 - L 9 MEASURING �\// �/ / //\ ' FOR ELEVATIONS SEE PROFILE AND PLAN Z WEIR PLATE. SEE DETAIL THI SHEET. 6'•. z STRIP o � \\�A\\�\\�A\\\\V THIS SHEET VARIES PRECAST MANHOLES REQUIRE a KOR-N-SEAL FLEXIBLE CONNECTIONS OR PIPE SIZE & 1' SUMP APPROVED (BY DESIGN ENGINEER, IN KALINGA N o WEIR CREST- 2709.00 - MATERIAL PER PLAN UNLESS WRITING) EQUIVALENT. W Z w OTHERWISE y 3" 6" 3" SPECIFIED o W 0.50 LLI IRRIGATION PIPE w BOTTOM OF PLATE- 2708.50 - o INV. ELEV. SEE PLAN A ■� Z CHECK BOARDS ~4'-0" M Z U m HILL PARK PARK W Q � 4'-3" J co Lu TYP. IRRIGATION MANHOLE PROFILE W _ � 0 CIPOLETTI WEIR DETAIL NOT TO SCALE C� w \ NOT TO SCALE HILLSONG WEIR BOX DETAIL NOT TO SCALE �pN CAS FNC L �G\s TE,Q�o'�'� F 04/27/2023 N1 882 9�F O 3FL��7` co/V S. 00 INDEX MAP CHECKED BY: 1"=250' DAVID A. BAILEY P.E. DRAWN BY: KSC w z_ W w CL i \ i z \ To \ I A">' o � INVERTDIGROUT TO FORM WATER-TIIGHT SEAL AT N a CONNECTION. o N w - 7 - - - - - � 1 W 1�2 S4P -35 00.71 ! I i - N o `° � N \ \ \ W \ WEIR BOX-2 I - - - - � z TOE_ - - _ TOES - TOE TOE TOE -TOE TOE __-_ _ - -- -- - _ - - - - - - - - TOE TOE _,,F- VERIFY DITCH IS MAINTAINED IN PROPER, WORKING CONDITION. \\\ - - - - -- - ------------ - o---< -----,>-SDR-3---®1.Q51 - o--_-=-------------------- --------------- -_---- ---------o -- ----, ----o- ----------------------- ----- --- ----- -- -- ----- -- ---- --------- -_------------------ -------------- -- _ �..L.� \\ 5 ----� ------ ----- ---------- ----------- ey 11nr irn mn 3F �a ■n "w� - o o ----- _ - - I + - .$° ALIGNMENT SHOWN � Z \ NV S-5. GIRR MH 4 AT BUILDOUT O O N NN2 s CONDITION N I ' I SCREEN BOX-3 L.L Z LLI \ R-2713.0 60% `%` \� INV NE=2]Oa.]' \J \\ \ 12 DR-35 ®2.07� 12" SDR-35 03.35% EX IRR BOX-1 30 0 15 30 60 Z n 0 SCALE IN FEET _ 1"=30' 0 Z Q - J 271 EX IRR BOX-1 2718 J STA 2+00.00 _ w RIM 2713.50 SU P:2709.04 Q INV IN:2708.89 INV OUT:2709.0 12"N 7 m 271 SCREEN - 2715 L D W STA:2+75 90 O RIM:2711. i r VSUMP:270 .50 - V � � INV IN:27 6.00 12"W „ GIRR MH-4 271 ; ` INV;\ INV OUT: 706.00 12"E RIM:2 07.67 2712 I . ' \ SUMP 2701.43 ( � LLII INV IN:2702.43 1 "W INV OUT:2702.43 2"E [BLOCK UT E] J 270 ---- -- ---- _-- INV 0UT:2705.40 2"NE 2709 - LJ - � V 270 __ __ _ 2706 J 336 LF 12 STA. +75.92 ELEV: 2705.00 W 1� 270 2703 �/ o 23 LF 12" SDR-35 ® 3.35% ALIGNMENT THOWN 40 L 12" AT BUILDOU WEIR OX-2 SDR- 5 ® 2.07g6 CONDITION DATE: 270 4-17-2023 RIM:2 11.10 2700 PROJECT: SUMP:2 6.0o CENTERVILLE GIRR PROFILE C2023-002 INV IN:2708.20 12"S HOR: 1 "=30' SHEET INV OUT:2706.90 12"E VER: 1 "=3' 271 269�+80 2+10 2+40 2+70 3+00 3+30 3+60 3+90 4+20 4+50 4+80 5+10 5+40 5+70 6+00 6+30 6+60 6+90 7+20697 0 M 1 AMITY RD. = Q o 00 o •� o N N y � T � J N Lu WOODMURRA ■� Z o � Z KALINGA N Z H cf) W � Z) LW w cc c~n � HILL PARK PARK W Q m i co � wIL=T HILLSONG �S�pNAL FNG �G\s TE,Q�o'�'� F 04/27/2023 17882 9�E 0 F� N S. CRP�C� GIRR MH-6 TO BE SET OUTSIDE OF INDEX MAP PROPERTY BOUNDARY. COORDINATE CHECKED BY: W/ ADJACENT PROPERTY OWNER. 1"=250' DAVID A. BAILEY P.E. DRAWN BY: KSC IW I I I W II I z a I/J II 1 1 EX 12" CMP ®0.17% W 3 12" CMP @0.17% g I g I I GIRR MH-6. a Il I 12 SDR-35 ®0.79% O W GIRR MH-5. o CHANNEL DITCH TO PIPE INVERT. z0 az z — -$d01 W a ® TOP W ; I I I g :.•i -------------i--- -----------�----------------------------------------------------- ------------•C4------------------- Q N VERIFY DITCH IS MAINTAINED IN PROPER, WORKING CONDITION. W Q l I I 12 SDR-35 @8.91% I N o N > I •�I W p i• ' 4. . I ICI I` � I � '�I:• I I Z Z n 30 0 15 30 60 0� �L 0 SCALE IN FEET �— 0 1"=30' Z V J Q - J 270 2706 —J � - w GIRR MH-6. 0 STA:24 41.87 MM > RIM:2 97.36 Z W 270 2703 D W INV IN:2692.15 12"SW O In INV OUT:2692.1 12"N _ V I GIRR MH-5. 270 STA:24+27. 8 2700 Q SUMP:2691. 5 W INV IN:2692.25 12"S _ INV OUT:26 2.25 12"NE 2697 _ 2697 / \ STA: 24+0 .63 / INV: 2694. _ 0 269 — 2694 J � -----__----EX 12" CMP 0_0.17%___ (18 F 12" � Z SDR 35 ® 8.91 Q W 269 2691 r 1 L 29 LF 12" ! n V I CMP ® 0.17% �J 1 LF 12" SDR-35 ® 0.79% DATE: 4-17-2023 268 2688 PROJECT: C2023-002 ENTERVILLE GIRR PROFILE SHEET HOR: 1 "=30' VER: 1 "=3' 26g2 50 25 20 24 90 24 60 24 30 24 00 23 70 23 40 23p685 7o2 O U PUMP STATION NOTES: AMITY RD. _ o 1) ALL CONSTRUCTION SHALL BE COMPLETED IN CONFORMANCE WITH IDAHO STANDARDS FOR PUBLIC n Oct WORKS CONSTRUCTION (ISPWC) AND ANY OTHER PLUMBING OR ELECTRICAL CODES THAT MAY BE V o APPLICABLE. — 2) THE PUMP STATION WILL BE OWNED AND MAINTAINED BY THE CENTERVILLE SUBDIVISION HOMEOWNERS' ASSOCIATION. a = (3 w 3) THE PUMP CONTROL PANEL SHALL BE CONSTRUCTED TO NEMA 3R STANDARDS AND COMPONENTS WOODMURRA 'i Z ~ SHALL INCLUDE, BUT ARE NOT LIMITED TO, THE FOLLOWING FEATURES: DISCONNECT SWITCH, Z OVERCURRENT PROTECTION, THERMAL OVERLOAD, LINE SIDE POWER MONITORING, DC CHOKE, z LIGHTNING AND SURGE PROTECTION, HIGH DISCHARGE PRESSURE SWITCH, LOW WATER SHUTDOWN. NOTE: THE COMPLETED ELECTRICAL SYSTEM SHALL BE A COMPLETE AND OPERATIONAL COMPONENT OF MENEM_ THE PUMPING SYSTEM. THE ELECTRICAL SYSTEM SHALL ALSO INCLUDE A 110 V, 30 AMP TOP OF GRATE ELEV ALL IRRIGATION BOXES ARE TO BE %W — o CONVENIENCE OUTLET AND NECESSARY TRANSFORMER. SEE PLAN PRECAST OR CAST—IN—PLACE PER ISPWC KALINGA = C3 w ATTACH GRATE SECURELY SD-619. 4) THE IRRIGATION PUMP CONTRACTOR SHALL COORDINATE WITH OWNER CONCERNING THREE—PHASE Z ui TO CONCRETE RIM 6" POWER SOURCE. W FOR ELEVATIONS SEE PROFILE AND PLAN a. THE PUMP STATION SHALL DELIVER A MINIMUM OF 180 GPM AT 160 TDH AND OPERATE WITH A VFD o W U) THIS SHEET (VARIABLE FREQUENCY DRIVE) WITH A NORMAL PRESSURE OF 60 psi. THE VFD Z w CONCRETE WALL . . . , . SHALL BE AN ABB ACS600, OR APPROVED EQUAL. _ GRATE TO BE EXPANDED STEEL W MIN 4 b. A JOCKEY PUMP SHALL BE SIZED TO PROVIDE FLOWS BELOW THEDO MENEM VARIES LBS/S.F. PER ISPWC SD-610 W/ HINGED, OPERATING RANGE OF THE VFD PUMP IF DETERMINED TO BE NECESSARY BY THE PUMP SUPPLIER. Z Lu ;o LOCKABLE ACCESS LIDS WITH CLEAR 5) PUMP CONTRACTOR SHALL PROVIDE THE OWNER AND ENGINEER AN OPERATION AND MAINTENANCE HILL PARK PARK W a 00 1' SUMP ACCESS FOR BOX USE & MAINTENANCE. MANUAL FOR THE PUMPS, CONTROL PANEL, AND ALL PUMP STATION APPURTENANCES. THE J U FMA SIZE & UNLESS OPERATION AND MAINTENANCE MANUAL SHALL INCLUDE SERIAL NUMBERS OF ALL PUMP STATION o JRIAL PER PLAN OTHERWISE COMPONENTS. iv SPECIFIED 6) PUMP CONTRACTOR SHALL START UP, SHUT DOWN, AND WARRANTY PUMP STATION THROUGH THE 2"x2" NOTCH FOR 6" FIRST FULL IRRIGATION SEASON. START UP AND SHUT DOWN PROCEDURES SHALL ALSO BE UA 2"X6" BOARDS IRRIGATION PIPE INCLUDED IN THE OPERATIONS AND MAINTENANCE MANUAL. INV. ELEV. SEE PLAN HILLSONG 7) PUMP CONTRACTOR TO PROVIDE SHOP DRAWINGS OF PUMP CONFIGURATION AND PLUMBING TO BE -FFfl USED TO ENGINEER OF RECORD PRIOR TO ORDERING PARTS. S�pNAL FN REINFORCE W/ 8) CONTRACTOR TO PROVIDE AN ENCLOSURE OVER PUMP STATION HARDWARE AND CONTROLS. #4 BARS ® 12" SEE TYP. IRRIGATION BOX PROFILE ENCLOSURE TYPE AND MATERIALS TO BE APPROVED BY OWNER. p� S-t.C'`ST�Rc�` �F NOTCHES FOR CHECK BOARDS O.C. EACH WAY DETAIL NOT TO SCALE 9) CONTRACTOR TO VERIFY ALL ELEVATIONS PRIOR TO CONSTRUCTION. 04/27/2023� NOT TO SCALE 10) POWER SHALL BE 3 PHASE WITH 480 VOLTS.11) CONTRACTOR TO VERIFY THAT ALL COMPONENTS WILL BE ADEQUATE FOR REQUIRED FLOW RATE OF 180 GPM AT PUMP N 7 88 2 STATION BUILDOUT. Ir,F OF N S. C INDEX MAP CHECKED BY: 1"=250' DAVID A. BAILEY P.E. DRAWN BY: KSC 8e ® 8b 8 8f O5 8c ° ° O 16 PRESSURE PROVIDE PIPE SUPPORTS 14 z IRRIGATION PUMP AS NECESSARY o STATION GRADED TOP OF WET WELL 2711.00 w 6" P-IRR DISCHARGE LINE 8c p w w O N o U > z W p m Q: z M W 2708.50 0 0 Z WATER LINE = r L 0 r 02 O = O 48" WET WELL WET WELL CAN BE SHALLOWED W/ C VERIFICATION OF PROPER DEPTH FOR Ld PUMP TYPE BY PUMP SUPPLIER. Lq z `t Q 0 6" FLG x MJ ADAPTER Q W z WET WELL V / LEGEND SECTION VIEW NOT TO SCALE w PIPE MUST BE 1 . 4'x8' SKID (Drylac powder coated) SUBMERGED DURING 16.5 LF 12" C-900 ® Z 2. 6" D.I. DISCHARGE N OPERATION. 2.00% FROM SCREEN BOX 3. 6" GEAR OPERATED BUTTERFLY VALVE 0 16.5 LF 12" C-900 4. 6" AMIAD SAF 3000 AUTOMATIC SUCTION SCANNER FILTER 10 12" FLEX TO WET WELL W/ BYPASS AND 200 MICRON FILTRATION 48" WET WELL 11 COUPLER [ROUTE 2 PE FLUSH LINE TO SCREEN BOX (DS SIDE OF CHECK BOARDS] } 12" C-900 FROM 5. 6" D.I. 90° ELBOW (FLG) L/ SCREENBOX 6. 6" CHECK VALVE 12" INVERT: 2704.67 7. 6" PRESSURE RELIEF VALVE > I , I SCREEN BOX f PUMP STATION 8. 6" MAIN PUMP DISCHARGE — W PLAN VIEW a. 6" MANIFOLD SCREEN BOTTOM Z C \ NOT TO SCALE b. 6„ GEAR OP. BFV + 2696.50 M j c. 6 SPOOL - W / d. 6" SILENT CHECK VALVE N cO e. AIR RELIEF ; ' x, �a, =�� J=s '.; �v r'.•. .� " " W ::i: '°2"a r•, ''�* 6 MINIMUM 3/4 :.< y •+.•t•.'S: QI.iR �: x MINUS AGGREGATE f. MOUNTING BOLTS } 9. LIFTING HOOK Q 3" DIA. HOLE IN 10. 48" WET WELL (VERIFY DEPTH). PUMP SUPPLIER SHALL SCREEN BOX. INV 11 . SUBMERSIBLE TURBINE PUMP (MIN 180 GPM © 160 TDH) VERIFY WET WELL (' 2709.00 1.00' NOTE: SUBMERSIBLE TURBINE PUMP SHOWN. VERTICAL TURBINE ADEQUATE DEPTH AND DIAMETER IS 001 PUMP(S) ARE AN ACCEPTABLE ALTERNATIVE SO LONG AS 180 GPM 10 a FOR PUMP OPERATION W 1.0 �_--_�--100' @ 160 TDH IS PROVIDED]. PUMP SUPPLIER TO VERIFY WET WELL DEPTH PRIOR TO ORDERING MATERIALS FOR WET WELL OR PUMP EQUIPMENT. 14 Q J 3.00' 12. JOCKEY PUMP [IF DETERMINED TO BE NECESSARY BY PUMP SUPPLIER] — 8%12" D.I. 13. 1/2" COUPLER COORDINATE �° o REDUCER b W STEPS PER ISPWC SD-509 SKID/ENCLOSURE WITH 0 14. ACCESS HATCH °13 11 8 W ( / ) DEVELOPER. 15. 1 " HALF COUPLER O ry /�/ M N 0 16. 1/4" HALF COUPLER 7 I..L 1 0 17. UL LISTED NEMA 4 VFD CONTROL PANEL W/ IEEE 519 12 W 9°'•2.00' 2.00' HARMONIC FILTER Q 1s /� 18. 3/4" HALF COUPLER (AIR RELIEF) PUMP STATION O V � NOTE: REFER TO SHOP DRAWINGS PLAN VIEW V) 7 24" DIA 0.50' o PROVIDED BY PUMP SUPPLIER NOT TO SCALE W 6.00' 2.00' N1 — -\ I __l T L O N Ln-L u TOP OF CHECK ;;LL Iq o CLEMONS BOARDS: 2708.50 � 15 DATE: SELF-CLEANING 4-17-2023 CW-600 SCREEN PROJECT: AMIAD BLOW OFF. C2023-002 SHEET 7o3ll CD AMITY RD. ! — — C LEGEND M N a 00 - - - EP - - - - - - - - - - - E`°. ------------ 00 -- --------------- - - -------------------------------------------------------------------------------------- ------------------------------ --------- BOUNDARY LINE - - - - —. SUBDIVISION - - - - - - - - - - - - - - - - - - - - - - - - - = = - - -- ----- ----------- - -- �_- - CENTERLINE = C3J -� --- -- w — - - - — — — — — — — — — — — — I - - — — — — — —" — — — — — — — — — — — — — — — — — — — — — — — — — _- ■i Z RIGHT-OF-WAY LINE 10 BL OCK 2 s Z � BLOCK 1 LOT LINE ----- —_. I CONST. PRESSURE IRRIGATION LINE _ o WITH IRRIGATION RISERLLI = C3 N ® GATE VALVE W/RISER W Z ~ II i II li II li O 'I A/ � FUTURE W W 9 a ! 7 6 5 4 CENTERVILLE 0 MAINLINE DRAIN O O 3 2 O O O I I W I I � I w O SUBDIVISION QA AIR RELEASE VALVE Z I I I I I I I I I I I I #77777C STREET LIGHT NUMBER Z M I i , • ----J L00 ----I --,---; --JI I ---J -,- L- r- L----I----J L----I�----� W � Cl --- J U) LU — L = LL _j _WO T' " " �\ NOTE: a 0 'M C�� UR � w -- --- T —_ " _ d UNLESS OTHERWISE SPECIFIED, STREET LIGHTS ARE TO BE TYPE 2 PER MERIDIAN STANDARD DRAWINGS T1 & T2. SEE _ s JII--- - ---- --------- --- ---- --- r ---------I L-----E ----------------J' SHEET 6.3 FOR DETAILS AND SPECIFICATIONS - _ r_ ___i II I I i ' I I STREET LIGHTS ARE TO BE INSTALLED PER CURRENT CITY ONAL FN�� OF MERIDIAN SUPPLEMENTAL SPECIFICATIONS. �o� ��G�STFR�o�J'F�� ® j mE FUTURE j O j O O j O O O O li O O 21 I 04/27/2023 ' CENTERVILLE I I I SUBDIVISION I I ! 17882 I N�.� IIIT II � II I e I z j LJ L________J L________J L_ L________JII i s " I I --- -- PL OCK i 3 -----J ------- �F�F p F `----- --------J ----- //V S. 5, 2O L____ __J m, 10 --- ----, --- --, --- --, --- --I --- --I or--- --, ,r--- --, --- --, --- --, ��^ -- ----, r--- __ CHECKED BY: -- _� ' I' MERIDIAN CITY APPROVED STREET LIGHTING TABLE DAVID A. BAILEY'P.E. - '� DRAWN BY: 1 2 3 4 5 6 17 18 19 �' MANUFACTURER MODEL LUMEN RANGE COLOR VOLTAGE NOMINAL HEIGHT MAST LENGH �cM - • O O O O I O O O O O 22 23 24 `----I------J L----- JL--------; �---- ---J L--------J L---- ---; ° ' !' C O P P E R/ST R E ETW 0 R K S U S S L I li I n l L_ L_ r_ J L_ J L_ J LEOTEK AR13 4000-6000 BONZE 120-277V 25' OR 30' NA AT 25,' 2-J _ I I -- K LING I Is y---- ----- ------- 8 AT 30 S. A—_ T. 1 LUMEC TULM _ < T \, I I "ems s—� s _______ s zll - _________________ . I .n m„ 1 -- `---I -I 1- i---i ---------- \\ r------------------------- l9 z ------------ O • , I I I I � O H I I I 1 o o o o o o o ------------------------- L---------------- 0------------------------ w I ' a 27 - --,I -------------- HOOPS RODS =----------- POLE TYPE X Y D E W 0 — — — — — SIZE LIN.FT NO. SIZE LIN.FT --- - '-- -- I 9 i i i i I II I ------ I r �� 11 GA.TAPERED STEEL NO. O r --A --- r _i III . � TYPE 1-30' 24" 60" 10yz" 11" 11y2' 4 #4 21' 6 #4 36' W � END O.D.OF 2 3/8" L LLJ L _________________ r WITH 3°RIS Q CONSTRUCT 13 LF 4" PIRR PIPE ------- --------J --------J --------J --------J ------- ------- `------------------------ �, cn o „ _ '__ __" J PROVIDE RAIN 30' 84" OY2 11" 6 #4 41' 6 #6 39' 4 P—IRR VALVE. CAP & MARK TO SURFACE. �" ------------------------ r ------------------------- W TIGHT CAP- TYPE 1-35' 1yz 1 „ 1 „ J MIN.O.D.AT TOP 4" TYPE 2 24" 60" 8.. 9" 8" 4 #4 21' 6 #4 27' O m BLOCK 4 11 --- - --A o. c� z Ir 1 2g R 24" 60" 12" 13" N/A 4 #4 21' 6 #4 27' = I 1T I O • L-------------------------� " --- -----------------J `6' 5116 Imo--- ANCHOR BOLT SIZES AND LOCATION m ______________________I " _� ___ __ L Z y Ir0 Ir ______________________rl SE N 3/4"� SPECIFICATIONS RERSND --- - - -- DETAILS T _ _ r it I� I 30 E ATTACHMENT O q- GALV. r ________-_ L ____ NUTELING " J CONDUIT m ------ - i ' HEIGHT 4' q - ARM BASE 1/2"THICK r'MAx.Gw, — I r --- - --- O.D.AT _'I DO NOT GROUT n - --- -------------------- T 3-11/16 GUSSETS •. I I .•limo ______________________JI _ 1/4" 1" SEE SCHEDULE O 1 TYPE 2 AND HISTORICAL • c_________________________J l\ � I' J FOR HOOPS AND 1 VERTICAL BARS POLE BASE DETAIL RIGID PLAS~ I I I ,r 1 0' _� LU LU 2 CONDUIT Q x 3-5/8"NC x 1-3/4" 32 LONG HEX CAP 2-1/2"WIRE ENTRY w III Ili " " ��e '• I " "� I� E j D SCREWS TAP 4W' (CHASE EDGES) w Y"loX"�r_HANDHOLE REINFORCED WITH _______________________� 3 C "NC N0.3GAUGE RING —HILL PARK I� POLE PLATE I I CLEARANCE m SQ.NUT FOR 1-1/2"WIDE WELD TO OUTSIDE GROUND OF POLE COVER OF 11 GAUGE Ew-HILL PARK STREET ui - _ _—_ _— _ _ _ _— 1j L___ _ PLATE � - - - O NEC APPROVED —_ _— _ —_— G4LV,HOLD DOWN -- — _ - CONSTRUCT 8 LF ! GROUNDING " 4" PIRR PIPE IIIII L______________ J' - CONNECTOR NU&WASHER r I � ---------- 2 MIN.TO MAX. _: --�__— 1 •• •• •' 4"X 6y2' 3"CLEARANCE THREADS )a" 6 -- ------------ 21 " M __ -- - --- -- I ------------ HAND HOLE _ 2'MAX.GAP -- -�--- BASE WIDTH X DO NOT GROUT REINFORCED T r 1�1 I�1 MIN.O.D.AT ATTACHMENT DETAILS GALVANIZED Y" j _____ 17 ______________ BASE 8" LEVEL NUT 0 ANDWASH AND WASHER TYPE 1 AND DAVIT POLE y _ I I ----------------------- - --r O BASE DETAIL ° SEE BASE DETAILS - \ II I I I o m �, /j 4µ�;•�;. � GENERAL NOTES: 3 BLOCK 4 r `-------------------------` 1. CONCRETE FOR FOUNDATIONS SHALL HAVE A MINIMUM 28-DAY COMPRESSIVE o " ' " 1 v I STRENGTH OF 3,000 PSI. r ____ _— r GENERAL NOTES: • i ' � i ^ i-- - -- I� i - E 2.ALL REBAR REINFORCEMENT SHALL HAVE 3"CLEARANCE FROM OUTSIDE OF 1 __ __ _ p 18 v CONCRETE FOUNDATION. -- - ------ 4 r - 1 MATERIALS AND CONSTRUCTION r O I r -------------------------J' --- - - --_i O 3.HOOP SHALL HAVE A 6 LAP LENGTH MINIMUM ------ -------- --------, --------, 1 8 SHALL CONFORM TOAASHTO OR j--------, -------------------------- -------------------------= STANDARD SPECIFICATIONS F 4.BREAKAWAY BOLTS ARE REQUIRED WHEN ON STATE HIGHWAYS,SEE ITO ' STANDARD DRAWING I-7-C. _ STRUCTURAL SUPPORTS FOR -- ___ Nominal MH L R H Actual MH BOLT DIA Y TO PROVIDED WITH METAL, PIECE BASE ' ' r + 5.TYPE 1,TYPE 2 AND DAVIT POLE T A 2 -� ___ _ _ __ D 6 ALL CONDUIT ELBOWS USED IN CONCRETE BASES SHALL BE RPC I I r , r I I i I i � i HIGHWAY SIGNS,LUMINAIRES,A COVER TO MATCH POLE FINISH 1 1 __ , - ,I r TRAFFIC SIGNALS 5TH EDITION N I I 30' 8' 2' 28 5' 30 O ------------------------- BASEPLATE AND BOLT O O O O O O __ -- -- --- -- L--- 2. POLE SHAFT AND MAST ARM SHALL I ' I 28 27 26 25 4 23 22 35' 12' 2.5' 33' 35 PATTERN DETAIL 7.STEEL CONDUIT SHALL BE USED TO EXTEND ELBOWS BEYOND FOUNDATION J� O --, __ _J BE ROUND OR 12-SIDED STEEL I ---------------- 8.SPARE LUG AT O SHALL BE TERMINATED WITH A STEEL COUPLING AND PLASTIC I ' -- _-------- PUSH PLUG AT BOTH ENDS 35' 15' 3' 33' 35 5 3. POLE SHAFT SHALL CONFORM TO I� 9I ASTM A572 GRADE 50 r n A 6 L - --------J -- • 1 1 I _ L_—_ J IL_____ JI I I ' I � I REVISED JUN 2016 REVISED JUN 2016 I I •• ______________JI } { {1 1 I CITY OF MERIDIAN STANDARD DRAWING NO. CITY OF MERIDIAN STANDARD DRAWING NO. SUPPLEMENTAL SUPPLEMENTAL ------' O ;-- " r------------------------- -1 SPECIFICATIONS TYPE 1 MAST ARM LUMINAIRE SPECIFICATIONS II' DETAILS FOR j 7 " -" "T' "T � / I/ TO THEIDAHOSTANDARDSFOR T I TO THEIDAHOSTANDARDSFOR STREET LIGHT BASE INSTALLATION T2 5 HI L LjSON lJ A V _ _ � 7 1 S ICJ PUBLIC WORKS CONSTRUCTION PUBLIC WORKS CONSTRUCTION i W • r: r J r ' I --- i--- I --- - i i ----I ,, \`\, ��'�,,\ 14 , �. STREET LIGHTING ---------------------------- -------------------------- 1. All street light construction shall be done in accordance with the O 8 r- - - ! I --------------------------- V I current version of the ISPWC, the Meridian Supplemental Specifications O ! to the ISPWC, and the National Electric Code. 3 10 II 1 vvv, '� "-!� 2. A street lighting electrical permit shall be opened prior to starting I, '` L -• - N 0 � � 0 I I � I � I 0 0 � 0 work. Use the online Citizen Portal at II FUTURE \1^ '\ 10 �t � - '', j j ! I j I j I' I I I! � I! �___________________________ ,,. https://citizenportal.meridiancity.org/CitizenAccess/ to open a permit CENTERVILLE -- -- -- T, L---___--J L--- -- L j L---- ---J and request inspections. W W I I I I SUBDIVISION -- - 1 t_ --___; j 2 3. Installation will require inspections for the concrete base reinforcing, --------J --- --------J ---- -------------------------- 11---- BL CK 5 ! bedding, backfill, and for the pole and associated wiring. 4. Street light bases shall be located 10'min. from trees, 5'min. from fire hydrants and 2'min. from water meters. e 5. Keep accurate notes of conduit, junction box locations. Attach a Z redlined as built drawing of this plan sheet to the street lighting W °P electrical permit, or submit a hard copy to the Meridian Public Works Department prior to requesting final inspection. I6. Contact the City Transportation and Utility Coordinator (208) 898 5500 r 1 FUTURE for questions regarding Utility Conflicts, or to access locked meter r `/ _ I-+ CENTERVILLE pedestals. SUBDIVISION 7. All streetlight components shall be constructed within the rv " right-of-way. DATE: 4-17-2023 m 60 0 30 60 120 C20O23-002 STREETLIGHT CONDUIT IS TO BE I SHEET a LOCATED WITHIN RIGHT-OF-WAY. I b SCALE IN FEET CONTRACTOR TO PROVIDE 111=60' AS-BUILT CONDUIT LOCATIONS TO DESIGN ENGINEER FORX8 INCLUSION IN RECORD DRAWINGS. DIGLINE PHONE #1-800-342-1585 I