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CC - Submittal Set 20191107 GENERAL SEWER GENERAL LEGEND M DEVELOPMENT PLANS FOR _ � � � 1. All construction work shall be done in accordance with the current version of the Idaho Standards = � 'COO 1. Construction of the sewer system shall conform to the standards in the Wastewater Rules QIZ for Public Works Construction (ISPWC), the City of Meridian Supplemental Specifications to the ISPWC (IDAPA 58.1.16) as well as the standards and specifications referred to in General Construction EXISTING SEWER LINE JUMP CREEK SUBDIVISION N O (and any addendums), Meridian Design Standards, the requirements of the Ada County Highway Note No. 1. • 5 EXISTING WATER LINE cm District (ACHD), and/or the requirements of the Idaho Transportation Department (ITD). The more _ 2. The horizontal separation of potable water mains and non-potable water mains (sanitary ■� Z stringent of any of these standards shall be the controlling standards or specifications. SD NEW STORM DRAIN A PORTION OF THE NE 1/4 OF THE SE 1/4 AND THE SE 1/4 OF THE NE 1/4 OF i sewer, storm drain, and irrigation) shall be a minimum of ten (10) feet. Where it is necessary Z 2. The Contractor shall have a copy of the latest City of Meridian Standard Specifications and W NEW WATER LINE SECTION 28 TOWNSHIP 4 NORTH RANGE 1 WEST BOISE MERIDIAN Z 3 Drawings on site or readily accessible at all times during construction (available on the website). for a potable water main and non-potable water main to cross with less than eighteen (18) > > > inches of vertical separation, the crossing shall be constructed in accordance with Section 542.07 S NEW SEWER LINE MERIDIAN, ADA COUNTY, IDAHO = 5 Failure to have access to a current copy of the Standard Specifications on site could be grounds of the Idaho Rules for Public Drinking Water Systems (IDAPA 58.01.08) and Section 430.02 of the PI NEW PRESSURE IRRIGATION LINE 2019 a for a stop work order until the situation is resolved. Wastewater Rules (IDAPA 58.01.16). W/SERVICE 3. The Contractor shall have plans stamped "Approved for Construction"by the City of Meridian on 3. The horizontal separation of non-potable services and potable water services or potable water x x x x x x EXISTING FENCE W Z o site at all times. w� BAINBRIDGE N 4. All Contractors, Subcontractors, and Utility Contractors shall attend a pre-construction conference mains shall be a minimum of six (6) feet. Where it is necessary for a potable water main and EP EXISTING EDGE OF PAVEMENT WEST o HESS SUB W N prior to start of work. non-potable water main to cross with less than eighteen (18) inches of vertical separation, the EP NEW EDGE OF PAVEMENT P LATERAL m Z N0. 1 LV 5. Contractors shall notify the appropriate agency when materials are on site or inspection of the crossing shall be constructed in accordance with Section 542.07 of the Idaho Rules for Public z m Z U) SAW CUT LINE a ■� work is required. No work may begin on any project without Twenty Four (24) hour prior notice. Drinking Water Systems (IDAPA 58.01.08) and Section 430.02 of the Wastewater Rules (IDAPA m� cc tS U) BOUNDARY LINE Z w , 6. Contactor shall notify the Public Works Inspector 48 hours prior to the required testing. The 58.01.16). -- -- LJJ a co Contractor may not open or close water valves. 4. Place sewer service lines in a six (6) inch diameter water class pipe sleeve wherever the - - - - - ROADWAY CENTER LINE J ; o 7. All material furnished on, or for the project must meet the minimum requirements of the service line crosses a storm water treatment facility (i.e., seepage beds, drainage swales). ROADWAY RIGHT-OF-WAY \ \ approving agencies. At the request of the approving agency or the Design Engineer, Contractors shall o furnish proof that all materials installed on this project meet the specification requirements set forth EASEMENT BOUNDARY \ ` V w in General Construction Note No. 1. WATER LOT LINE PP y Y g agency PP P ( ) g VICENZA SUB 8. Work subject to approval b an governmental a enc must be approved prior to A backfillin - - - - 0 - - - N0. 2 1. Construction of the water system shall conform to the standards in the Idaho Rules for - 24� EXISTING CONTOUR JUMP trenches for pipe; (B) placing of aggregate base; (C) placing of concrete; (D) placing of asphalt Public Drinking Water Systems (IDAPA 58.01.08)" as well as the standards and specifications 600�� FINAL GRADE CONTOUR CREEK N0. QA� G paving. referred to in General Construction Note No. 1. PROJECT 2 O,\STAR fy 9. Inspection, approval and final acceptance of all water and sewer construction shall be by the ELEVATION ® STATION ❑ 4� 6 _ 2. The horizontal separation of potable water mains and non-potable water mains (sanitary POINT TOP BACK OF ROLLED SITE VICENZA 11/07/2019 Public Works Department, and their decision shall be final. Such inspections shall not relieve the STATION ( COMMONS contractor from the responsibility of performing the work in an acceptable manner in accordance sewer, storm drain, and irrigation) shall be a minimum of ten (10) feet. Where it is necessary ELEVATION CURB UNLESS OTHERWISE NOTED) II for a potable water main and non-potable water main to cross with less than eighteen (18) JUMP with the DEQ/QLPE approved construction plans. - - �I- - - - - - ------ CREEK MERIDIAN CITY LIMITS inches of vertical separation, the crossing shall be constructed in accordance with Section 542.07 TVC = TOP BACK VERTICAL CURB 10. Any deviation from the approved plans and specifications must have the applicable agency N0. 1 approval in writing prior to construction. of the Idaho Rules for Public Drinking Water Systems (IDAPA 58.01.08) and Section 430.02 of the TRC = TOP BACK ROLLED CURBT OF Wastewater Rules IDAPA 58.01.16 . TRLC = TOP REVERSE LIP CURB 11. Prior to beginning installation of street lights, the electrical contractor shall obtain an Electrical ( ) 0A. Permit from the Building Division of the Meridian Public Works Department. Any deviation in street 3. The horizontal separation of non-potable services and potable water services or potable water PC = POINT OF CURVATURE a BLACK CAT PT = POINT OF TANGENCY z ESTATES N0. light locations from the approved plans must be approved in writing from the City Engineer. mains shall be a minimum of six (6) feet. Where it is necessary for a potable water main and o 9 PP P PP 9 Y 9 FL = GUTTER FLOW LINE 02 CHECKED BY: 12. All lot, block street, right-of-way and easement dimensions shall be taken from the final plat non-potable water main to cross with less than eighteen (18) inches of vertical separation, the GB = GRADE BREAK DAVID A. BAILEY P.E. of: JUMP CREEK SUBDIVISION NO. 5. crossing shall be constructed in accordance with Section 542.07 of the Idaho Rules for Public GC = GRADE CHANGE Z W. DAPHNE Si. - DRAWN BY: 13. The Contractor shall maintain all existing drainage facilities within the construction area until the Drinking Water Systems (IDAPA 58.01.08) and Section 430.02 of the Wastewater Rules (IDAPA El = END INVERT SEWER SERVICE JBD drainage improvements are in place and functioning. 58.01.16). SANITARY SEWER MANHOLE "0 BLACK CAT 14. All Contractors working within the project boundaries are responsible for compliance with all 4. Place water service lines in a two (2) inch diameter pipe sleeve wherever the service line C9T ESTATES NO. applicable safety laws of any jurisdictional body. The Contractor shall be responsible for all crosses a storm water treatment facility (i.e. seepage beds, drainage swales). `` 01 00 EXISTING SANITARY SEWER MANHOLE barricades, safety devices and control of traffic within and around the construction area. 5. The Contractor shall be responsible for providing continuous water service to all existing water � 15. The locations of existing underground utilities are shown in an approximate way only. The users affected by construction. If water service must be interrupted, the contractor shall MCMILIAN RD � Contractor shall determine the exact location of all existingutilities before commencing work. The --------- 4" SEWER SERVICE LINE - - - - - - - 9 coordinate with the Public Works Inspector. fill Contractor assumes all responsibility for any and all damages caused by his failure to exactly locate TYPICAL DOUBLE WATER THE THE and preserve any and all underground utilities. Digline # 1-800-342-1585. SERVICE OAKS OAKS 16. All Contractors working within the public road right-of-way are required to secure a SOUTH SOUTH OAKCR 2 OAKCREELK 41 right-of-way construction permit from ACHD at least forty-eight (48) hours prior to any PRESSURIZED IRRIGATION N0. 03 N0. 02 PROPOSED FIRE HYDRANT N0. 01 \ \ N® o construction. Z 17. Locate subsurface stormwater disposal facilities (including infiltration beds and drywells) at least 1. The pressurized irrigation system must be built to the standards of the irrigation district in 25 feet from water mains. This requirement does not apply to catch basins or sand and grease which it is being constructed. 2. Install a reduced pressure backflow preventer in any connection between the potable water 0, EXISTING FIRE HYDRANT OAK CREEK w vaults. system and the pressure irrigation system. The device must be approved by the Idaho tiYo 0 18. The Contractor(s) shall remove all obstructions, both above and below ground, as required for - N0. 03 the construction of the proposed improvements. This shall include clearing and grubbing which Department of Environmental Quality (DEQ) and the City of Meridian Water Department. P P P 9 9 9 O LOT NUMBER w 3. Install all crossings of the Public Rights-of-Way, private roadways and travelways with w � consists of clearing the ground surface of all trees, stumps, brush, undergrowth, hedges, heavy I v7 0 growth of grass or weeds, fences, structures, debris, rubbish, and such material which, in the opinion pressure irrigation at a maximum depth of two-and one-half (2-1/2) feet and in an AWWA OAKS > C-900 pipe sleeve with locator wire. The Public Works Department and ACHD shall inspect all KH CATCH BASIN - ISPWC w of the Engineer, is unsuitable for the foundation of pavements. All material not suitable for future crossings prior to backfillin PER PLANS SOUTH UJ z use on site shall be disposed of off site. g P g. N0. 02 19. Survey control points which are critical to the construction of the project are located within the 4. The horizontal separation of potable water mains and non-potable water mains (sanitary limits of work. The Contractor shall take precaution to protect the points in place. sewer, storm drain, and irrigation) shall be a minimum of ten (10) feet. Where it is necessary DIRECTION OF DRAINAGE FLOW VICINITY MA P NAVD 1988 DATUM vi 20. All costs of retesting for preously failed tests shall be back charged to the Contractor by the for a potable water main and non-potable water main to cross with less than eighteen (18) W Owner. All costs to the Contractor incurred in correcting deficient work shall be to the Contractors inches of vertical separation, the crossing shall be constructed in accordance with Section 542.07 STREET LIGHT / 1 account. Failure to correct such work will be cause for a stop work order and possible termination. of the Idaho Rules for Public Drinking Water Systems (IDAPA 58.01.08) and Section 430.02 of the 1 " = 600 ' v 21. The Contractor is to field verify all existing curb & gutter, storm drain, channel crossings, and Wastewater Rules (IDAPA 58.01.16). 2" EXISTING DECIDUOUS TREE (CALIPER) sewer elevations or inverts prior to construction. When discrepancies occur between plans and 5. The horizontal separation of non-potable services and potable water services or potable water oHP EXISTING POWER LINE & POLE L.L Z specifications, the Contractor shall immediately notify the Engineer. Untimely notification shall negate mains shall be a minimum of six (6) feet. Where it is necessary for a potable water main and LL_ any Contractors claim for additional compensation. non-potable water main to cross with less than eighteen (18) inches of vertical separation, the 0 22. Each Contractor shall be responsible for acquiring any necessary NPDES Permits, filing any NOI's, crossing shall be constructed in accordance with Section 542.07 of the Idaho Rules for Public and preparing a Polution Prevention Plan (PPP) in accordance with the Environmental Protection Drinking Water Systems (IDAPA 58.01.08) and Section 430.02 of the Wastewater Rules (IDAPA J Agency. Contact the EPA at 208-378-5746 for the required information. 58.01.16). Q 23. The pipe Contractor shall replace all pavement and concrete removed for the installation of 6. Install finder tape with all irrigation mains. Tape shall be two (2) inches wide, metallic red in PLAN SHEET INDEX W cl:� water, sewer, or irrigation pipe. All pavement shall be replaced within seven calendar days from the color, with the words DANGER -UNSAFE WATER or NON-POTABLE WATER clearly marked along its __ -- w time the pavement and/or concrete is removed. Concrete and pavement shall be replaced per ISPWC length. Place the tape between six (6) inches below the surface and eighteen (18) inches above -- - -- - -- SHEET 4.1 - W. AVILLA DR. 11_ Z Standards. the top of the pipe. BL K 8 SHEET 4.2 - ALLEY A SHEET DESCRIPTION Q 24. The Contractor shall field verify all existing curb and gutter, storm drain, channel crossings and 7. Label all irrigation risers and faucets with durable tags carrying the warning DANGER-UNSAFE I SHEET 4.3 - ALLEY B 1 .0 - COVER SHEET INDEX VICINITY ,J W all storm drain and sewer elevations or inverts prior to construction and notify the engineer when WATER or NON-POTABLE WATER. I ® 19 18 17 16 15 14 13 I SHEET 4.4 - N. WILLOWSIDE AVE. MAP �C NOTES 'elevations or inverts do not match plans. 6. Label all valve boxes and vaults with durable tags carrying the warning DANGER-UNSAFE WATER or NON-POTABLE WATER, and locate them a minimum of ten (10) feet outside of the I @1 SSMH I SHEET 5.1 - SEWER LINE A 2.1 -2.2 - FINAL PLAT Z Public Right-of-Way, private roadways and travelways. I SSMH A2 SHEET 5.2 - SEWER LINE B ROADWAY A3 I SHEET 5.3 - SEWER LINE C 3.1 - EXISTING SITE/DEMO PLAN 0 8. Install a reduced pressure backflow preventer in any connection between the potable water I W. AVILLA DR. SHEET 5.4 - SEWER LINE D 1. All contractors working within the public road right-of-way are required to secure a right-of-way system and the pressure irrigation system. The device must be approved by the Idaho © • • • • • . 3.2 - MASTER UTILITY PLAN Q construction permit from ACHD or ITD at least forty-eight (48) hours prior to any construction. Department of Environmental Quality (DEQ) and the City of Meridian Water Department. - - 3.3 - SITE GRADING PLAN W 2. ACHD or ITD will inspect all work within the public rights-of-way to include utility trenches above the g. The Engineer or Record shall inspect all pressurized irrigation unless a properly executed I BL K 17 LJJ 0 pipe zone. Contact ACHD Inspection Services at 387-6284. agreement for inspection and maintenance is in effect with the applicable Irrigation District. ® 4.1 -4.4 - STREET PLAN & PROFILE 3. Meridian Public Works will inspect storm drainage improvements serving private roads and parking lot Forty-eight (48) hours advance notice is required. 18 17 16 15 14 13 1� 11 10 O9 ® 7 © O5 ® O3 O2 1OI 4.5-4.6 - STREET & DRAINAGE DETAILS V J improvements outside the public right-of-way. L� 10. Pressure irrigation mains must be along rear lot lines. Where pressure irrigation mains 4. All construction in the public right-of-way shall conform to the current edition of the ISPWC and traverse a side lot line in order to cross a street, the domestic water service and pressure I°0 ® „¢ B3M" SSMH 5.1 -5.4 - WATER & SEWER PLAN & Z W the ACHD Supplemental Specifications. No exception to District Policy, Standards, and the ISPWC will be irrigation mains must be on opposite sides of a lot. w PROFILE allowed unless specifically and previously approved in writing by the District. o • • • • PLLLEY A 0 11. Pressure test the irrigation system to one hundred-fifty (150) pounds per square inch (psi) . • . • • 5. Set the tops of all valve boxes and sewer manholes flush with the slope of the finished street 10 co 6.1 - PRESSURE IRRIGATION PLAN with allowable loss in accordance with Section 3.1 (c) of the Standard Specifications. © 13: N grades. The roadway contractor shall install and adjust all spacers, grade rings, manhole rings and lids. lop »p AL EY ssco 6.2 - STREET LIGHTING PLAN W 6. Place all water valves, blow-offs and manholes so that they do not conflict with any concrete curb (EX) and gutter, valley gutter or sidewalk improvements. ® A4MH 17 16 15 14 13 1� 11 10 9O ® 07 6 O5 ® 0 0 O �I > 7. Existing A.C. pavement shall be cut to a neat straight line (2' minimum cutback) parallel or I BL K 18 I 0 Q perpendicular to the street centerline and the exposed edge shall be tacked with emulsion prior to THE ENGINEER OF RECORD CERTIFIES z paving. Actual field conditions during trenching may require additional pavement repair beyond the THAT THE PLANS ARE PREPARED IN I © 1 I limits shown on the plans. Refer to conditions listed in the ACHD Policy Manual. SUBSTANTIAL CONFORMANCE WITH THE 8. All water meters are to be located outside of the public right-of-way. All fire hydrants are to be ACHD POLICY MANUAL AND STANDARDS I V located within the road right-of-way. There must be at least a one (1) foot separation between the IN EFFECT AT THE TIME OF r back of sidewalk (or curb if no sidewalk) and the leading edge of any fire hydrant. PREPARATION. THE ENGINEER ssco 9. Over excavation and additional granular backfill may be required in high groundwater areas which ACKNOWLEDGES THAT ACHD ASSUMES cs ® BLO K 18 i W r 1� NO LIABILITY FOR ERROR OR I O O 0 0 ® ® ® © © ® ® O ® ® W v are to be determined by the field inspector. 18 19 0 21 6 3 31 1 DEFICIENCIES IN THE DESIGN. ALL 0 10. All materials placed as fill or backfill shall be placed and compacted in accordance with Section VARIANCES FROM ACHD POLICY SHALL • ApNNE CSMH DEVELOPER 11. of the current edition of ACHD Supplemental Specifications. IAN APPROVED FOR BE APPROVED IN WRITING. THE I �• ST TRILOGY DEVELOPMENT U I 11. Roadway construction will meet specific details and requirements of the following Idaho FOLLOWING VARIANCES, LISTED BY • ALLEY B SHAWN BROWNLEE J Standards for Public Works Construction Standard Drawings (Current Edition): P., nweo CONSTRUCTION DATE AND SHORT DESCRIPTION, WERE I 1O SSMH • • • • • • • • • 1. Street Section, ACHD SD-801 and sections as shown on Street Details Sheet APPROVED FOR THE PROJECT: ca -SSMH C�co 9839 W CABLE CAR ST, C These plans and/or specifications have been reviewed for - NONE. BLOCK 20 Ex> Ci E IDIAM* SUITE 101 0 0 0 0 0 0 O O O O O b 0 0 p°H toANo BOISE ID 83709 2. Asphalt repair for street cuts: SD-301, ACHD SD-303, ACHD SD-806. 1 16 15 14 1 1 11 10 9 8 7 6 5 4 3 2 1 17, compliance with Meridian City Standards and Specifications. 3. 4.0 Concrete Valley Gutter, ACHD SD-708 This review does not relieve the owner, engineer, or contractor ssco /� �] Works Department ' y D1 B OCK 1 Design S Construction Supplemental Speci}icatio ns 58 4. Rolled Curb and Gutter, ACHD SD-702 of the responsibility to design and/or construct those facilities M SHAW TRILO YI 5. Pedestrian Ramp for Handicapped, SD-712C, SD 712G in compliance with all current applicable federal, state and local Plans Are Accepted For Public111 SHAWN�TRILOGYIDAHO.COM 6. Detectable Warning Truncated Domes Cast into concrete (adhesive mats not laws, rules, regulations, ordinances, development agreements, Street Construction specifications, orders or approvals, all of which the City retains ' allowed and colored Traffic Yellow, SD-712 1 the right to enforce. Inconsistencies not noted by City staff shall By stamping and signing the improvement plans, the Registered I i U7 "= r■ ' ENGINEER DATE: 7. Sidewalks, ACHD Supplemental Drawing SD-709 Engineer ensures the District that the plans conform to all District I �■ BAILEY ENGINEERING, INC. 11-07-2019 8. Not Utilized not be construed as approved unless specifically addressed policies and standards. variances or waivers must be specifical- �� ■ F PROJECT: „ in writing by the City. Any proposed revision to these plans must ly and previously approved by the District in writing. Acceptcnce �- ■� 7 1 1 1 9 E. STATE ST., SUITE 210 C2013-024 9. Standard Drop Inlet Type IV w/ 12 Sump, ACHD Supplemental SD-604A be submitted for review and compliance with the Meridian City of the improvement plans by the District does not relieve the - -- -- -- -_ __ __ _ _ ■ � EAGLE, ID 83616 SHEET 12. For subdivision sign installation; outside installers must be bonded with ACHD Standards and Specifications before said revision is constructed. Registered Engineer of these responsibilities. - , ■ and obtain a no-charge right-of-way permit. (208) 938-0013 g g y p STREET & SEWER INDEX DBAILEY®BAILEYENGINEERS.COM 13. Prior to placement of any pavement markings contact ACHD Inspection for verification of Name Date BY COUNTY HIGHWAY DISTRICT DATE: 1"=100' compliance with policy and existing pavement markings. � M Q p U QO V OctM O W O � v0 ` N � " J � v W @ ■- Z Z 3 Z � g lap - O JUMP CREEK SUBDIVISION NO. 2 W Z LU N S83'31'08"W N89'18'27"W N68'10'08"W PLAT SHOWING W 80.08'-�_ 90.° 27.73 N 89 ,8 27 w __ T U1VI P CR�'�'K S UB D I VI S I 0 N N 0 . 5 LLJ Z LU Z o -- o _ 336.00 0 --Q 19 BLOCK 8 BLOCK 8 I LOCATED IN THE E 1/2 OF THE SE 1/4 �CQ Z ' `° i w JUMP CREEK SUBDIVISION N0. 1 OF SECTION 28, T.4N., RAW., BOISE LIJ < o 20 19 18 17 16 15 14 13 M b MERIDIAN, CITY OF MERIDIAN, ADA COUNTY, IDAHO w J I 21 Imo 2019 v � W Q O ° N44'23'39"W NOTES: � W. AVILLA DR. � z " 18.36' N89'18 27 W N00'31'08"E 1. A ten (10) foot wide Pressure Irrigation Easement in favor of the Jump Creek Homeowner's 22 _ _ 298.41' _ Association and a Permanent Public Utilities and Property Drainage Easement is hereby �pNAL F _ _ 71.62 P Y 9 Y S N i BOCT 7 °° designated along all lot lines common to a Public Right-of-Way and along all rear lot lines. 0�� G\STF,y 23 " A five (5) foot wide Public Utilities and Property Drainage Easement is hereby designated 18 17 16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1 N45 48 30 E along each side of interior lot lines unless otherwise shown. IV i w 21.85' N 100 0 " 2. Portions of Lots 18, 21, and 23, Block 8, Lots 2, and 17, Block 17, Lots 1, 15, 16, and 17,24 3 o N0041 33 E Block 18, and Lot 1, Block 20, and all of Lots 19 and 22, Block 8, and Lots 1 and 18, Block 9TF OF O 24.00 � �. U ^ O 17, Lots are servient to and contain the ACHD Storm Water Drainage System. These lots are fil F� 00 O 25 _J ° encumbered by that certain Master Perpetual Storm Water Drainage Easement recorded on D A.6 N4418 27 W May 8, 2009 as Instrument No. 109053259 and First Amended Master Perpetual Storm Water 0 c° z 16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1 22.13 Drainage Easement recorded on November 10, 2015, as Instrument No. 2015-103256, Official oA DCKED A. BY•P.E. i 26 i Records of Ada County, and incorporated herein by this reference as if set forth in full (the DRAWN BY: "Master Easement"). The Master Easement and the Storm Water Drainage System are JBD UNPLATTED I BLOCK 18 I�_ dedicated to ACHD pursuant to Section 40-2302 Idaho Code. The Master Easement is for the 27 0 T_ Operation and Maintenance of the Storm Water Drainage System. 17 co o N 3. Any Re-Subdivision of this Plat shall be in compliance with the most recently approved I BLOCK 18 I Subdivision Standards of the City of Meridian. 28 z N45'36'21"E 4. This development recognizes Idaho Code Section 22-4503, right to farm act, which states: pgpy�F 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 22.23' "No agricultural operation, agricultural facility or expansion thereof shall be or become a 3T ° N00'22'58"E nuisance, private or public, by any changed conditions in or about the surrounding 0 24.00' nonagricultural activities after it has been in operation for more than one (1) year, when the POINT OF i o N44'18'27"W operation, facility or expansion was not a nuisance at the time it began or was constructed. o BEGINNING 1 The provisions of this section shall not apply when a nuisance results from the improper or a •BLOCK 2 ° 22.25 negligent operation of an agricultural operation, agricultural facility or expansion thereof." N • 16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1 w S89'22'25"E • i w 5. Maintenance of any Irrigation or Drainage pipe or Ditch crossing a lot is the responsibility of 104.40' I I �N the lot owner unless such responsibility is assumed by an Irrigation/Drainage District. Irrigation o I • C1 BLOCK 19 o CV water has been provided by Settlers Irrigation District in compliance with Idaho Code Section (/1 0 S83-43'26"E I o 31-3805(1)(b). Lots within the subdivision will be entitled to Irrigation Water Rights, and will w d 50.00 1 17 1 o be Obligated for Assessments from Settlers Irrigation District. z z n S06'16'34"W 6. The bottom elevation of all structural footings shall be set a minimum of 12-inches above LO 28.45' • __ _ __ __ __ __ the highest established normal Ground Water Elevation. '^ • M; S00'36'46"W S89'16'45"E 7� 1 9100 663.58 7. Lots 19, 22, and 27, Block 8, Lots 1, 7, and 18, Block 17, Lots 6, 17, and 26, Block 18, Lots U S86'19 57 8 and 17, Block 19, and Lot 1, Block 20 are common lots which shall be owned and zUNPLATTED 30.0 maintained by the Jump Creek Homeowner's Association. All common lots are subject to a • blanket public utility easement and irrigation easement. 0 9. Vacation of ACHD Temporary Drainage Easement - See Inst. ___________ Z 10. All of Lot 27, Block 8, Lot 17, Block 18 and Lot 17, Block 19 shall be subject to a blanket 1/4 o UNREAADABLE- - - - - S 28 S.27 Gravity Irrigation Easement in favor of the Jump Creek Homeowner's Association and the - - Creason Lateral Association, Inc. - See Inst. No. S.33 S.33 S.34 Z 11. ACHD License Agreement - See Inst. __________________ Z BASIS OF BEARINGS 0 I . I S89'16'45"E 1317.68' ff- W VJ Curve Table Curve Table Line Table Curve # Radius Length Chord Bearing Delta Curve # Radius Length Chord Bearing Delta Line # Direction Length LEGEND Q 0 C1 184.48' 27.20' 27.17' S03'26'40"W 8'26'47" C17 75.00' 25.49' 25.37' S79'38'10"E 19'28'29" L1 N86'13'09"W 8.81' --- --- SUBDIVISION BOUNDARY M J --- SECTION LINE �J,J C2 50.50' 12.54' 12.51' N29.36'58"W 14*13'59" C18 75.00' 12.44' 12.42' S74'38'59"E 9'30'07" L2 S44.18'27"E 25.97' - - _ _ - - - - EASEMENT LINE (SEE NOTE 1) I , I �p,L L qN� W C3 50.50' 31.36' 30.85' N04.42'43"W 35'34'32" C19 100.00' 19.06' 19.03' S75'21'29"E 10*55'08" L3 S45'41'33"W 25.96' --------------- EXISTING EASEMENT LINE (AS NOTED) G'\ 1! ENS F� `rG�G , ^ C4 50.50' 30.46' 30.00' N30'21'19"E 34'33'31" C20 125.00' 23.82' 23.79' S75'21'29"E 10'55'08" L4 N69'53'56"W 50.37' - - STREET CENTERLINE o u, C5 50.50' 30.46' 30.00' N64'54'50"E 34'33'31" C21 188.00' 5.72' 5.72' S81'41'23"E 1.44'40" L5 N53'38'09"E 17.05' LOT LINE 7 729 � EXISTING PARCEL LINE N ° W C6 50.50' 40.42' 39.35' S74'52'39"E 45'51'31" C22 188.00' 22.13' 22.12' S85'56'05"E 6'44'44" L6 N80'49'03"W 37.01' .� 6 LOT NUMBER G' �c VOA C7 50.50' 145.24' 100.11' S45.39'34"W 164.47'04" C25 212.00' 9.91' 9.91' N82'09'25"W 2'40'44" L7 S37'16'15"E 19.20' �F c OF G P� C8 50.00' 78.60' 70.75' S45'39'34"W 90'03'58" C26 212.00' 21.50' 21.49' N86'24'07"W 5'48'39" L8 S37.16'15"E 24.93' ACHD STORM DRAIN EASEMENT ��RY G.____ _, SEE NOTE 2 100 0 50 100 200 ____ W C9 25.00' 39.30' 35.38' S45'39'34"W 90'03'58" L9 S52'43'45"W 24.02' o GREGORY G CARTER, PLS 7729 FOUND 1/2" IRON PIN, PLS 7729 IDAHO SURVEY GROUP C10 275.00' 1.55' 1.55' N00.47'15"E 0.19'19" L10 S80'49'03"E 8.54' UNLESS OTHERWISE NOTED SCALE IN FEET 9955 W. EMERALD ST >_ " = C11 275.00' 25.57' 25.56' NO3'36'44"E 5'19'39" L11 N80'49'03"W 7.08' • SET 1/2" x 24" IRON PIN 1 100, BOISE, ID 83704WITH PLASTIC CAP, PLS 7729 /n SHEET 1 OF 4 U v C13 300.00' 29.58' 29.57' NO3'27'04"E 5'38'59" FOUND BRASS CAP C14 325.00' 32.05' 32.03' S03'27'04"W 5'38'59" MONUMENT 0 FOUND 5/8" IRON PIN 0 C15 125.00' 42.49' 42.28' S79'38'10"E 19'28'29" WITH PLASTIC CAP PLS 7729 C16 100.00' 33.99' 33.83' N79.38'10"W 19'28'29" UNLESS NOTED OTHERWISE alley Engineering Inc o _ � SET 5/8" x 24" IRON PIN , ■ WITH PLASTIC CAP, PLS 7729 CIVIL ENGINEERING I PLANNING I CADD 1119 E.STATE STREET, SUITE 210 TEL 208-938-0013 EAGLE, ID 83616 www.baileyengineers.com DATE: 11-07-2019 PROJECT: C2013-024 -SHEET- TOTAL # LOTS: 85 2el � m Q p U QO Vl 00 � O � {{�� ♦ + 00 O v N a) _ N V W �� ■- Z I rr/ Z 3 lap _ o N Lu " " JUAIP CREEK SUBDIVISION NO . 5 W Z S83 31 08 )N N8918 27 W I= Co 90.00' N68'10'08"W �+ 1Wi.1 w Z w 80.08___op--_ -- 0 27.73' _ __ N89'18'27"W 336.00' �� 19 S89'18'27"E O 56.00' 56.00' 56.00' 56.00' 56.00' 56.00' O 10 --72.92 ------- ------- ------- ------- ------- F--- I n �p 18��- - , I I I I I I I I I BLDCKI 1 8 I W Q00 BL OCK I I I I I I I I I , I I � � o q3 6�-�� $g 8 w 1 w l w i _w i _w i w i _w i i 1 ? w �N�,•5�'S� >" M M o M M o -ol JUMP CREEK SUBDIVISION NO. 1 v °' W tiR2.��?9 20 0 19 0 °'0 180 17 � 0 160 15o0 14Oo 13 0l 0 1 O i 0 1 o -Io f o Ol 7Ts3 Z Z Z Z Z I I I I I I I I I I I I I [--..-NOO'41'33"E �SNA� c C6 4.84' o<� �G\STFRF �.;�7_---� L-------J L------- ------- -------J L-------� i 160.00' a� Q o 52.03' 56.00' 56.00' 56.00' 56.00' 56.00' L1 N89'18'27"W 332.03' O N 1�E}.3�' ' - - - - W. AMLLA DR_ - - - N44'23'39"W N N89'2 "W N89.18'27"W 336.10' IA 022 ��rn �, + " f " 18.36' p��F of ro ��,� N89.18 27 W 634.51 _ N8918 27 W 298.41 ��D A.8 P� 113. G°' 40 40.00' 40.00' 40.00' 40.00' 40.00' 40.00' 40.00' 40.00' G.00' 40.00' 0.00�0.00' 40.00' 40.00' 40.00' 40.00' 1 ---rr ,-� r----� r----� r----� r----� r----� r----� r----� r----� r----� r----� r----� r----� r----� r---- �Ir� 8922'2�1N- C2 1.67 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 BLOCK, 17 O CHECKED BY: - '27'43"W • I I I I I I I I I I I 1 I I I I I I I 7 M W W 1 -W 1 I I 1 1 1 I I I I I I I I I �1 8.81' 1- 3 1 I w 1 !� 1 !� 1 w w w w 1 w w 1 -w 1 w 1 w 1 _w 1 w f a I,t)i 23 ^ - ice - o o ,",� o o "� o �� -1 i� -I r� - ice - M - r� - ice - r� - M - ice - °r� _ c I I s c I sDAVID A. BAILEY P.E. I 1 r7 r� o ,,� o ,� o n o ,,� o rs O n o n o 0 M 0 0 N00 31 08 E DRAWN BY: 8 0 0 0 0 0 0 0 0 0 _ O_ o 0 0 0 0 71.62 J� 017 � 016 015 � 014 � 013 � 012 � 0 11 'o010 � 0 9 � o �ro 6 JBD ro-----120.00'---- co 0 P 0 o O o 0 o O o o O o 0 o O o O o 0 0 o 0 0 o O o o O o o O o o O o o O b 1 r I�--- '� r " W `� oXo 0 1 O I o f O I o f o f O i o f 0 i 0 0 0 0 o f o f m N89'22 25 W-- -� o z z IM - Z z z z I W N l l l l z I z I z I z l z l zi z l zi l z j z l Z I OI o p 1 L2rrfl I I I I I I I I I 0 Z 24 I O 8.L4,J L____J L____J L-_--J L--__J L-___J L____J le L-___J L____J L____J L___-J L--_-J L-___J L____J L�O•SU' O .. In 10 r r r r r r p0 1 b 40.00 40.00 40.00 40.00 40.00 40.00 40.00' 40.00' 40.00' 40.00' 0.0 40.00' 40.00' 40.00' 40.00' 40.00' N4548'30"E M ------120.00------ ,,� N89.18'27"W 638.82' O 21.85' Y---N89'22'25"W----- N M N89.18'27"W 638.76' O N00.41'33"E IV 10I� 1b w 40.00' 40.00' 40.00' 40.00' 40.00' 40.00' 40.00' 40.00' 40.00' 40.00' 0.00 40.00' 40.00' 40.00' 40.00 40.00' 24.00 3 10 - Z N r-- -1 r----1 r----1 r----1 r----1 r----1 r----1 r----1 r----1 r----1 r-----I r-----1 r----1 r40.00 r--- ' 1 I Olm 25 l ppo 8.18 I I I I I I I I I I I I I I 1 10.58 N4418 27 W M im i° 1 w i L3 w 1 w 1 w 1 w 1 w O f f, w 1 w w 1 w �------ � M - - w l W I F'-1 1 w 1 W W 1 W I a I I I 22.13' Z j� 120.00------ ;n i� .� r� : � . i� � . i� ro _� i� -� i� _ "o _� ►o _� r� � .� i� : n . /M O M O q 0@!o O M O M 0 ro O M 0 M O � O M O M O r7 O M O M O n O M O M Oi----N89'22'25"W---- z 16 0 14 0 13 0 12 0 11 0 10 oOg o 0 7 o� 0 5 0 4 0 3 0 2 0 10 0 r� Ito � o �r0 � o 00 00 � 0 � o � 00� 0 � 00 � 00� 00 � 0OF . 0 � 1=p�j 1 1(V 1 0 0 0 o O O O O o � 0 0) 0 0 0 O O 9) 0 N Oil 26 '- z 1 z l z 1 z 1 z 1 z 1 Z 1 Z I z 1 z 1 z o 1 Z I 0 1 0 1 0 0 ICI Lf)O " - I I I I 1 I i I I i I I I I z I zi I z I z w IT I 0 " L----J L____J L____J L____J L---_J L-__-J L____J L-__-J L____J L____J L____J L--_-J L____J L----J L---- L_____-120.00,-__-__J r w o ;y - 40 00 4( 0 40.00 40.00 40.00 40.00 40.00' 40.00' 40.00' 40.00' 0.0 40.00' 40.00' 40.00' 40.00' Q 1" N89'18'27"W 1 0 1 BLOCK 18 N89.18'27"W 620.00' w N IOo 27 1 04 N o 0 ul I 17 1 W w o I - - - - O 1 W z 120.00' C10 • I O ----- N89•18 27��w--- N BLOCK 18 to �N89'18'27"W 620.00' 0 M C11 I c:) � � I rn c� w 40.00 40.00 40.00 40.00 40.00 40.00' 40.00' 40.00' 0.00 40.00' 40.00' 40.00' 40.00' 40.00' 40.00' 40.00' 1 Z a r----1 r---- Lo 1 r----1 r----1 r----1 r----1 r----1 r----1 r----1 r----1 r----1 r----1 r----1 r----1 r----1 U 1� 28 Id • 3 M O 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 I I I I I I I I I I I I I `/ C 15 "(MO M rn 00 M it � W � w � w I x�'I I _W zW � -W � sW W � -W � W I "W I -LJ I W 1 -W I LiI I s I I I • 7 I r of I e} cp 0 a0 : M r� : r) i� M M ►� r� M ro .� rV ►� _I r� _I M 1 S68'- I c0 M e} O) o , M O r7 O M O r7 O M O M O r) 0 M r) 0 M O M O ) O M O r� O M O M O S3S6„� ,�o - �' EO z 1 18 O 19 0 20 0 21 0 22 0 p O0 25 O 27 0 28 O 29 0 30 O 31 0 32 0 33 O00b0000 `� OOO :r0O0O : O � O � O . O . Or- O . O • I • . " Q- _ � O'4pH3�' �,`' �Iw �" o °' 0 °' 0q' 0 °' 0 °' 0 °' 0 °' o o °' 0 °' 0 °' 00 00 00 00 0 � N453621E A' 0 C16 NF 18 d z z z z Z z z Z Z 1 Z 1 Z 1 Z 1 z 1 Z I z l z 22.23\ S I M L10 I I I I I I I I I I I I I I T C19 I I 17. 12' 1 1 1 1 1 I I I I I 1 I 1 1 I I 1 I 1 1 1 1 1 1 1 I + (,'�� ¢ • PO �� C21J L-_-�J L_-_-J L-__�J L____J L____J L__-_J L_-__J L__-_J L_-__J L__--J L_---J L----J L_-__J L 14.53 J o N00.22'S8"E L� S6 • _ io C22 40.00 40.00 40.00 40.00' 40.00' 40.00' 40.00' 0.0 40.00' 40.00' 40.00' 40.00' 40.00' 40.00' 40.00' , 1 9S3s6° L6 •Z C23 H _ SO.3�, F C20 N89'18'27"W 612.44' 24.00 C24 N89'18'26"W 612.57' N44.18'27"W C26 40.00' ----40.00' 40.00' 40.00' 40.00' 40.00' 40.00' 0.00 40.00' 40.00' 40.00' 40.00' 40.00' 40.00' 40.00' 22.25' Z r----1 r----1 r----1 r----1 r----1 r----1 r----1 r----1 r----1 r----1 r----1 r----1 r----1 C25 18.54 1 1 1 1 1 1 1 1 1 1 1 $ + O 1 L11 �w i w i .w i w 1 -1;1 I 114.04 0 w w i w i aW w i .w i w I w 1 w l �w i w i I;1 M . 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I f 50.00' • I I I I IL I I I I I I I I I I I I I I I I I IL I IL__ I I I I I 104.40 L____J L-_--J L_-__J L-_--J L___-J L-__-J L__-_J L_-__J L_---J L-___J L__-_J L_-__J __J I f " ' + + + , , r + r + r r r W S06.16 34 W 40.00 40.00 40.00 40.00 40.00' 40.00 40.00 40.00 O.0 ' 40.00 40.00 40.00 40.00 40.00 40.00' 40.00 Lu 28.45' • BLOCK 19 N89.18'27"W 620.00' N _ C1 S06'16'34"W N 1 36.38' I coO Q 1 0 .- 0 I /'n S00'36'46"W-1 z - -- J , 17 O �CENS �1 S89'16'45"E �o V I i----- -- -- -- -- -- -- -- 663.58' -- -- -- - 1 7729 L-------------S86'19 f 57"-E- --� W �' �� O� 30.05' � ��RY G C W LEGEND 60 0 30 60 120 GREGORY G CARTER, PLS 7729 IDAHO SURVEY GROUP -- --- SUBDIVISION BOUNDARY o SCALE IN FEET 9955 W. EMERALD ST FOUND 1/2" IRON PIN, PLS 7729 BOISE, ID 83704 - - - SECTION LINE UNLESS OTHERWISE NOTED 1 " = 60' EASEMENT LINE (SEE NOTE 1) • SET 1/2" x 24" IRON PIN r , r n v --------------- EXISTING EASEMENT LINE (AS NOTED) �/WITH PLASTIC CAP, PLS 7729 SHEET 2 OF 4 STREET CENTERLINE FOUND BRASS CAP MONUMENT 0 LOT LINE QO FOUND 5/8" IRON PIN . EXISTING PARCEL LINE WITH PLASTIC CAP PLS 7729 alley Engineering, Inc. o J UNLESS NOTED OTHERWISE NOTE: _ O LOT NUMBER # SET 5/8" x 24" IRON PIN SEE SHEET 1 OF 4 FOR NOTES. WITH PLASTIC CAP, PLS 7729 SEE SHEET 1 OF 4 FOR LINE & CIVIL ENGINEERING I PLANNING I CADD ACHD STORM DRAIN EASEMENT 1119 E.STATE STREET,SUITE 210 TEL 208-938-0013 SEE NOTE 2 CURVE TABLES. EAGLE, ID 83616 www.baileyengineers.com DATE: 11-07-2019 PROJECT: C2013-024 SHEET � M v O OU � NOTE: Q cID _ i ACTUAL CONDITIONS DURING TRENCHING MAY REQUIRE ADDITIONAL PAVEMENT REPAIR BEYOND THE LIMITS SHOWN ON THE PLAN. o - - — — — + - ----- _ — THE FOLLOWING CONDITIONS ARE LISTED IN SECTION 6000 OF THE ACHD POLICY MANUAL. _ 8 m = w— — -- —_---_ --- — -- — — -- t _ — --_—__— —_— ——TAIL---=— -- --------------- ___-- _ (0 IT7 ' r 1. ALL ASPHALT MATCH LINES FOR PAVEMENT REPAIR SHALL BE PARALLEL TO THE CENTERLINE OF THE STREET AND INCLUDE � ---lam-- �_� Pi -T P ,p Pil Pl - _ ANY AREA DAMAGED BY EQUIPMENT DURING TRENCHING OPERATIONS. 3 r\ � —Ri � ' Ri R R R P Pi R I 13 —IRR IRR IRR IRR IRR IRR I IR IR IR -Rr. iR r. iR _ E - - - z III IIIII° 'Tp 1, 5 5 -- 5 -- — �� -- _ul - - --_=�_ _ IIIII I I ` I l l ly,l --_ � l� - = THE ENTIRE ROADWAY SURFACE. PAVEMENT AREA EXCEEDS 50% OF THE TOTAL ROAD SURFACE, SHALL REPLACE r0 O __ � --� --- 2 IF THE CUMULATIVE DAMAGED E ■= a �I BLOCK 8 4 IIIIIIII BLOCK 8 _ 3. CONTRACTOR SHALL REPLACE THE PAVEMENT SURFACE TO ENSURE MATCH LINE DOES NOT FALL WITHIN THE WHEEL PATH OF A W Z 4h1� % r� 3 LANE. MATCH LINE SHALL ONLY FALL IN THE CENTER OR EDGE OF A TRAVEL LANE. 0 pC 4y 111 I I — 0 j ` Lu cn /Q�1 W w VII a I 4. FLOWABLE FILL OR IMPORTED MATERIAL MAY BE REQUIRED IF THE NATIVE TRENCH MATERIAL IS DEEMED UNSUITABLE BY ACHDLLI -- ---- 7 16 15 3 INSPECTOR, DOES NOT MEET COMPACTION STANDARDS OR TIME IS A CRITICAL FACTOR. ■� II IIL I I O � � O 14 13 ll lu I IIII ; O O O I O O ` H u it I 5. ANY EXCEPTIONS TO THESE RULES SHALL BE PRE—APPROVED IN WRITING BY DISTRICT STAFF BEFORE CONSTRUCTION BEGINS. 00 o whiJ rn 0 it 1 0l IIII 0 V F W II �i Wi Ili 21 j KEYNOTES I I I III I IIII 1 IIIII � / I I s I I I I 7 10 PROTECT EXISTING WATER MAIN & SERVICES. OA� ' d'iIllil II lI1l6Ii1 1lI oi I lI O II II II II II PROTECT EXISTING SEWER MAIN, MANHOLES. c'\5TFi, WW 'O w � " W Wr W =W. AVILLA DR. PROTECT EXISTING CURB, GUTTER & SIDEWALK. 11/07/201� 9 1 s - - - - - - - ® PROTECT EXISTING STORM DRAIN INFILTRATION � IIIIIlio 1 °lul s s POND. III I III I�I �� s s � s s � s s �s s I s s I IIII I I I O I I T3 11111 1 22 TP E 3 50 PROTECT EXISTING PRESSURE IRRIGATION MAIN �,� OF { ' IIII IIII � i IIII IIIIIo -- -- -- --- ___ & SERVICES. {D A.��` III I --- --------r © PROTECT EXISTING CREASON LATERAL GRAVITY IRRIGATION BOX & ASSOCIATED PIPING. CHECKED BY: BLOCK 17 m op ;III 1 II0 1 I 23 �� --' DAVID A. BAILEY P.E. �I D FILL APPROX. 1900 LF EXISTING IRRIGATION DRAWN BY: I I III IIII I II if -' DITCH & REMOVE ASSOCIATED PIPING (DISPOSE JBD Z - ill IIIII � , III 1s 17 1s 15 14 13 12 OF OFFSITE). EXTENDS TO MCMILLAN RD. 4 = ® FILL APPROX. 1540 LF EXISTING IRRIGATION Ili ilji C I I , III 17 DITCH & REMOVE ASSOCIATED PIPING (DISPOSE OF OFFSITE). EXTENDS TO MCMILLAN RD. III I~I III IIII �4 - 90 FILL APPROX. 1520 LF EXISTING CREASON LATERAL & REMOVE ASSOCIATED PIPING I II I — I; III I 0 5 (DISPOSE OF OFFSITE). EXTENDS TO MCMILLAN II m RD. SEE JUMP CREEK CREASON LATERAL l ALLEY A 1 W 3 W OFFSITE PLANS. z D O o < 2 16 I;I' IIIII 111 IIII m -- - -- LEGEND N III 25 TYPICAL EXISTING FENCE o Ili IIIII II ill l l li l I ill APPROXIMATE TEST PIT p TP1 LOCATION N o I I II II III �iii IIII 17 16 15 14 13 12 11 � z I I I 1 I O I F ABANDONED BUILDINGS, TEST PITS OR WATERWAYS I I I I I I LOCATED WITHIN CURRENT OR FUTURE Is IIII I 26 RIGHT—OF—WAY SHALL BE RE—EXCAVATED TO Z NATIVE SOIL AND BACKFILLED WITH STRUCTURAL ''on III; BL OCK 18 u it I BLOCK 18 FILL PER ISPWC SPECIFICATIONS. Q U III IIII ---- ------- -- I II ---- NOTE: ICI II II �` 7 - �- 4 PROTECT ALL UTILITIES, STRUCTURES, a 0 — �' > X DITCHES, ETC. NOT WITHIN THE DIRECT LIMITS OF CONSTRUCTION UNLESS z ---- - _ - 17 5 _ OTHERWISE SPECIFIED. u —777 FT1 ql 5 � z 7 ,� \\ BLOCK 18 1 Z - W f m F 1 IIIo G \\ 18 19 20 21 22 23 24 25 26 0 \ ALLEY B _ = W 11 \ e 3 I \ II \\O --- ---------------- / ^ II (BLOCK 20 \, - - ------ ---- - --- _ O m � O O O 1 17 III I vv v v v BLOC4 19 I I \,\\ro I I I � ��,,,� W W W V / — s s s— W 7 DATE: PROJECT: C20103-024cc 8 ® e 3 40 0 20 40 80 SHEET SD SCALE IN FEET $ c2 1 o ° - 3 LEGEND = o 00 \U\ a00 .5 5 _ _� -------------- BL OCK �8 j BLOC 8 BL OCK 3 �olA N01 _ -- -- ----- J L -----------J 3 SS EXISTING SEWER LINE _ w Z PI�PI PI P PI PI PI PI PI PI PI PI P, P, W EXISTING WATER LINE �� ~ 3 —�R_ IRR IRR IRR IRR IR IRR �I =R— IR IR — I — IR _ IRR ' R IR IRR ' IR T — �C—==—= Id Id Id Id Id Id Id Id �'R IRR IR R IR RI RR IRR IR IRR IRR IRR— SD NEW STORM DRAIN GZ 3 f� r-----------r r-----------r r------------I r------------i r----------- W NEW WATER LINE _ � � I i i i i I I I I BLQ(;k 18 I S NEW SEWER LINE '� a I I I o BLOCKI I I I I I I I PI NEW PRESSURE IRRIGATION LINE \ I I I I I I I I I M 3 W/SERVICE � ZLu C IRR NEW GRAVITY IRRIGATION LINE Lw En 3 BOUNDARY LINE Z Lu -- -- � O 4 1s 6 — — — — — ROADWAY CENTER LINE '� CD U) CV I tt ROADWAY RIGHT—OF—WAY W a 3 � ' I I I I I I I I I I I I I I m ' W J e LOT LINE rn T----- L-------r---J L- t- t----- SANITARY SEWER MANHOLE w 1 1 � � I I I OO EXISTING SANITARY SEWER MANHOLE pNA� I I I 1 w w - w�-w w t-w w—mow w I w - (- - / �� 1 I I _ --------- 4 SEWER SERVICE LINE C� ,¢ w w w w�-w wow w—mow w ww w—mow w w—rw L---------------------- IIII I 1 IW. AVILLA C?R. I _ _ I _ w�- • - - - - n � �sT� � fy I I — — _ of • s • s—: • s '�— s s� • s s 5 5 5 — k — — — — — - - — T - - uu s 5 5 S s s s_ 5— TYPICAL SINGLE WATER SERVICE - D� — — TYPICAL DOUBLE WATER SERVICE — _ — -- PI PI PI PI PI I�PI PI�PI PI FI PI F , r--�—� —�— / I I I --PI -- -- r------ r- PI- PI l PI - e - R . ll� --- —_! PI 1I PROPOSED FIRE HYDRANT �rQf --- �------------------------� ) • - / I I-------i i-------i i-------i i-------i __=_=_=1=__==_� I I I I BLOC/' 117 I I I I I I I I I I LOT NUMBER 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 I I I I I I O CHECKED BY: DAVID A. BAILEY P.E. ® CATCH BASIN DRAWN BY: (� 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 I JBD I Z 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 �. e I 17 I I 16 I I 15 I I 14 I I 13 I I 12 I I 11 I I 10 I I O I I O I 7 O O 4 3 2 L_________________________� � �; 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 O I I O I I O i e STREET LIGHT F /' • j _ 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 I I I I I I I I I I I I I I I I I I rir— 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 10 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 - L----I L----I L----r--j L----r--� L----r--� L----r--j L---I---� L_---i--� L----i--� L----i--� L----i--J L----i--j L----r--j L----r--j L----r--j `-J I I I I I 1 I I I I I� I I - - L --------------------------1 w w-1w w -w Iw w r-w w I w Iw Cwv I w I - I - �• I I - T - - _ �I A L LL1 _ w_I I w rt w w w rt -�w w- w w i w -I ])�--I I w w w - T - - - _ co D I iiii ii -t sT�s� s-�-• •�T--L-s s1-1 Auk -s I tTi• , s semis •1-J-�s�•I s is �- • IIII s < - -I - - - - - - - - - - 1 - - - - - - - - - - I I I I I I I I I I 1 --� - -- - I • I r-- ----� r--1----� r-- ---- ---- 1---- ---- 1----- 1---- ---- ---- I - ---- ---- 1---- ---- 1---- . 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��Y I I 2539.3 MIN 37.4 S ---- 2573.1 MAX MAX TOP OF STEM WALL V w 36.5 FG 2540.3 MAX TBC 1111 `3� 37.3 a 37.E 38.0 38.3 38.6 38.9 38.7 2570.5 DG LOT PAD DESIGN ELEVATION 1 I 37.9 EG / wml w TBC w- TBC w TBC �-T�� DIRECTION OF SHEET FLOW II 1 [ ]O 2537.8 DG , N w w w-TBC w w-TBC w w w w TBC �I;I III -- - ' 3 37.5 'ii,; �- - - -�--- _ oW._ AVILLA DR. - - _ �o w w w w w w w - O1A L l d, L-- _ �,�_4_.T.,, .,,. _� . w w- A OR B LOT TYPE D �illli la - TBC r- s s s- s_�s -�� s� �� s + O - -' - - -�- - - - -� - - - l - - - _ 0 0 2537 II - - IIII I� s s s s s- s s s s s s I I __I I li i 36..6 FIG -2536 - 2 I - - nil 37.3 37.E 37.8 38.0 `5`38�38.2 38.4 38.7 38 _7?� ¢ 7n 11/07/2019 b.,- . TBC �TBC TBC TBC TBC TBC TBC 53 _ -� n ._..- I I � � �T � 8 4�TBC �TBC 37.8 38.2 38.4 38.E 38 8 38 6 3 . iIi 1 - - P 2 TBC TBC TBC TBC F _ _ - 253� - - - - - __Nso f,- - _____ �` � P lP P P P P P P, P_, _ -----L---£- - NOTE: CONTRACTOR SHALL DELIVER P Pl 9 7.5__ P� / r -a- r-=-- -� r--------- P « +� C - - r--------- P pT __ --- I I I I r---------r r---------� r---------r r---------� r---------� r---------� r 2539 r---------� r--P---,-=� r-------P--� DEPICTED GRADING PLAN TO DEVELOPER . I'l0 1 r l l r2537.6 EG -- �\ f- = I I I I - -----I - ,------- , I I I I'L- 1 I s I I I I I I I I I I I I I I I I I I I I F+ iIi I Ili 3 2 I I I i Imo` I ==- A.ID I I I 37.$ //� I I I Im TBG I I I I I I I I \ I I OV , 2540 I \\ 254'� I I I � ; ; ; ; �-;' I � I iIi 1 23 2540.8 MAX I s '2538.1 EG '2538.1 EG '2538.1 G •2538.1 EG '2538.1 EG 2538.1l 02537.9 EG 02537.9 EG •2537.9 EG *2537.9 EG �538:0 EG •2537.9 E •2538.0 EG �2538.1 EG �2538.1 EG CHECKED B Y: 36.9 EG�� 2538.2 DG I Z O O O A " O O O O O O O OA O - O O O DAVID A. BAILEY P.E. {o l I 17 16 15 14 13 12 11 10 O9 4 3 2 DRAWN BY: �I III 1 iL a �'�� k - - - - 7 --" 6 38.0 0 O O O e JBD TBC 2540.1 MIN 2540.2 MIN 2540.4 MINti540.5 MIN 540.7 MIN 540.9 MIN 541.0 MIN 541.2 MIN 541.3 MIN 2541.6 MA 2541.7 MAX41.9 MAX1.5 MIN •2537.8 EG I r' 41.2 MIN 541.9 MIN 2541.9 MIN 2541.3 MIN 2540.E MIN I M I' S42.0 MAXMA 542.2 MAXMA 542.4 MA 542.5 MAXMA 542.7 MAX542.8 MAX �2543.0 MAXI �2543.2 MAX543.4 MA 2543.4 MAY 2542.8 MAY, 2542.1 MA -�--'- 1 I- ,n 2539.0 DG 2539.1 DG 2539.3 DG 539.4 DG 539.6 DG 539.8 DG 539.9 Dill 540.1 DG 540.2 DG 540.4 DG 8 k2540.6 DG 540.8 DG 2543.4 DG 2542.2 DG 2542.1 DG t E Ik I 2530.5 MIN I N 38• I I I I I I I I I I I I I I I I I I ?vvyy I I I I I I ICI I s I 24 2541.0 MAX I TBC�\ s I I I I I I I I I I I I Iiiiii I I I , , I I N L-___-____J L_________ L_________J L_-_______J L__-___-__J L-________I L------ L _______ L---------- L_________- L-___-___-J L_____-___J L------- ___-___-J L__-___-__ I 37.1 FG 2538.4 Dill I \� [38.0 EG ; 38.2 38.6 38.8 38.9 39.1 39.2 39.4 39.6 39.7 39.9 40.0 40.2 40.3 140.4 40.E 40.0 39.3 ® 38.7 f Is L I - �` '00 TBC_ II_TBC w w TBC w TBC w TB 539 o TBC_w . w-TBC w TBC w TBC_w TBC w TBC C TBC TBC- TBC _ 1 illi IIII w- 38.2 O 2 o Y A 0 4Q w- _w TBC w TB 2 w TBC w 1 _ _ _ _ �I --- --� TBC 14 III II -s �)�_ - - - - - -I - ALL � - - - + �41 s� S 3.0 EGI' 38.E 38.8 39.E39.9 . 40.2_ 40.3 40.4E 40.0 39.3 38.7 _ ___ F f ------ 2539.9 ,TBC TBC TBC TBC TBC TBC TBC TBC TBC TBC TBC TBC TBC TBC TBC TBC TBC TBC r z � itIli 1 1 II MIN I / 9 r---------, r--------- � o s i.l!m/ 0 38.3 r---------� r---------� r---------� r---------� r---------1 r--------- r---------� r----------I r---------� r---------1 r---------� - 25 2541.4 MAX I I I I I I I I I I I I I I I I I I I I --------1 i----- ---1 E H II I 37.3 FG I TBC I I I I I I I I I I I I I I I I I I I j 2538.8 DIG I I I I I I I I I I I I 1 [38.3 EG ' '2538.6 EG' `2538.5 EG `2538.6 EG '2538.5 EG 2538.E EG '2538.7 EG 2538.7 E II' 1 A 2540.1 MINI 2r�� r� E� 22538.E EG '2538.5 EG '2538.5 EG 538.E EG `2538.6 EG •2538.6 EG �5 2541.. MIN ii i l II - 254 .2 MI 2540.4 MIN 2540.5 MIN 2540.7 MIN 2540.9 MIN 2541.0 MIN 2541.2 MIN 2541.3 MIN 2541.5 MINA w _ 2541.6 MAC 2541.7 MA 2541.9 MA 2542.0 MA 2542.2 MA 2542.4 MA 2542.5 MA 2542.7 MA 2542.8 MA 2543.0 MAC 2543.2 MA 2543.4 MA 2541.9 MIN 2541.3 MIN 2540.E MIN o illy L I�i __� , r 2543.4 MA 25Q2_ MA 2542.1 MAY II i I 1 r ly'I' _ _ TBC 2539.0 DG� 2539.1 DG 2539.3 DIG 2539.4 DIG 2539.E DG 2539.8 DG 2539.9 DIG 2540.1 DG 2540.2 DG 2540.4 DG t 2540.E DIG 2540.8 DG ID w 1 I i 02538.2 EG I I e 17 .�_ 16 15 14 13 12 11 10 g 25 DG 2540 DIG 2539 DG I� I I 0 } 0 0 0 i 3 2 1 ---- w Ili I C I A � A A r�A �A A A A A A � � 1 2540.4 MIN I I I 0 0 0 0 0 O O O O O > Ili 1 .I Y 92541.9 MA Li d X; I I I I I I I I I I I I I I I I , Ii z I I III I 37.E FG I I I I III� 2539.3 DG I [38.5 EG� I I I I I / f ? 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Ip - - - - N 17 -' N u ----------- - 17 \ 1 9 [39.1 EG] ti \v Pi _ I 39.6= o__� TBC = I'I yl P Pil yYq `3iY "I'll P I I � � P r II P II P 1I II , h0 28 e -- ----- -------- BLO � /B I zA r---------� r---------I r---------� r---------ii i r ---------,\ 2537. 00 I I r- r �-I EF 0I 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 "\ •2539.3 EG I I I I I I I I I I I I D F d 39 7 - - ';� �, `2539.3 E r2539.3 E �2539.4 EG •2539.4 EG �2539.5 EG *2539.6 EG •2539.6 EG �2539.5 EG •2539.4 I. _ •2539.4 EG �2539.5 G •2539.5 EG �2539.5 EG •2539.5 EG m �T _ e O O O O 22 O 23 O 24 A 25 26 O27 0 28 O 29 O O A A 771 ---- �,, @ 0 � O O 0 30 31 32 033 1 TBC �h ;; 40.7 MIN 540.9 MIN 541.0 MIN 2541.2 MIN 2541.4 MIN 2541.5 MIN 2541.7 MIN 2541.8 MIN 542.1 MIN 542.2 MIN 2542.4 MIN 2542.6 MIN 2542.6 MIN 2542.1 MIN -=�w �✓/qp , ;r3e\ MA 2542.4 MA 2542.5 MA 2542.7 MAX542.9 MA 2543.0 MA 2543.2 MA 543.3 MA 2543.6 MA541.7 MIN L' 541.7 MA 2543.9 MAXMA 2544.1 MA 2544.1 MAX2543.E MA 2543.2 MA n al ~�w HN 38•9 38,g \ '` ; , 2539.8 DIG 2539.9 DIG 2540.1 DG 2540.3 DG 2540.4 DIG 2540.E DIG 2540.7 DG 2541.0 DG 541.1 DG 2541.3 DG 2541.5 DG 2541.5 DG 2541.0 DG 2540.E DID li yll - 139-7s ------------- BC TBC roe\�� J�\�@ �F:��y I I I I I I I I �\ 3 Il mi I TBC I I s \ I � � �og��`�� J � I I I I I I I I I I I I I L I I I I-\----J L---------J L--------- L---------J L---------J L---------J L---------J L----- J L J 38.8 ,`, , g I ills \s- - �C 39.2 =\'`\ '` 39.4 \ -------- ---------J L---------J L---------J L---------J L--------- 2G- 0 - w�""' TBC TBC 39.9 40.1 40.2 40.4 40.5 40.E 40.8 40.9 41.1 41.3 40.8 40.4 39.9 - --- ----- __ � 3 9 3 _ W Y \� T�C\o w-TBC TBC - w o T 25A0 - TBC_ _TBC o w_�TB B w o w TBC_w TRr w- TBC TBC m C T C TBC TBC TBC W J s = S w _ - oe - - o 0 254 la II TB 38.av' �s `,v - - - Y- - - - - - - - -- _ 0 0 0 39 -- _ rns O iill 400 TBC'` TBC TBC �� 39.6 39.7 39.9�-- 40.1---= - =40.2 -_-- --40.4 KT 540.540.E 40.8 40.9 ��1 -H m_ 38.6.6 �� TBC;��\ � TBC TBC TBC TBC TBC TBC TBC TBC TBC TBC TBC TBC TBC TBC_2535 2537= _ I TBC a ;---- -- --------- _ � c � -� r n II E TB CD , --- r-1-------� r---------, r---------� r---------, r--------- --------- ------- V / I I I I \` 1 r-------- r---------, r--------- __ D - r---------� r r l 12540.7 MIN 2540.9 MIN �. li 2535 II 3 e 2542.2 MAY 2542.4 MA ?541.0 I 2541.4 MIN 2541.5 MIN 2541.7 MIN' 2541.8 MIN 2542.1 MINI 2542.2 MIN 2542.4 MIN 9542.6 MIN ""`o- ----- - -- 2542.5 M 2 2542.9 MA 2543.0 MA 2543.2 MA 2543.3 MA 543.6 MA 2543.7 MA 2543.9 MA 2544.1 MA 2542.E MIN _ 2542.1 MIN b41.7 MIN o 2544.1 MA 2543.E MA 2543.2 MA _ 7 2539.6 DG 2539.8 DG 2539.9 DG 540.3 DG 2540.4 DG 2540.6 DG 2540.7 DG Z541.0 DO 2541.1 DG_ 2541.3-DG 2541.5 DG - --- ----- r 2541.5 DG 2541.0 DIG 2540.E DG 0 ----- \-- - 5 17 .q_ 016 IS 14 ------- Tic A A O \. , A Oq 11 010 V40.1 80 q q q A 3 7 �1538.7 EG A $ \\ I '253�.9 EG 12539.2 E I I2538.0 2540.2E 2540.1 EG EG 55339.9 EG 20539.9E 20539.9 EG 20540.0 EG 2540.0 EG 2540.0 E I , , 2540.0 EG W I I I I I I I I I I I ---------J L ----J L---------J L------ I I I i i I I j I I � I I I I I I I -�� L-----J L---------J L---------J L----- J i Ilm s L--------- L---------J L---------J L---------J L---------J L---------J I I 1 I BL OC 19 ;; � �„ �,� - U C� � �- I P P, - _P Pi P P� Pi I�III I ��Pi Pi Pi Pi Pi Pi Pi Pi P, Pi pi-Pi pi-Pi w- I s- I Pi I --------- a Plans Are Accepted For Public � -- -------------- I; 9 - - --- Street Construction DATE. m a W roe , `tea` By stamping and signing the improvement plans, the Registered DATE: 2019 l� -- Engineer ensures the District that the plans conform to all District ------------ ------------------------ " 40 0 20 40 80 PROJECT: � `• � -------- policies and standards. Variances or waivers must be specifical- C2013-024 77, III \\ \\ \\\ �\\\\\ ------------------------------- __--- -- --- ly and previously approved by the District in writing. Acceptance of the improvement plans by the District does not relieve the SHEET SCALE IN FEET Registered Engineer of these responsibilities. 11 f 1 =40 BY DATE: ADA COUNTY HIGHWAY DISTRICT 3o3 Q O U MENEM M N c O N � V W � ■� Z � Z Z SITE GRADING = 5 MENEM 1. ALL GRADING SHALL BE IN ACCORDANCE WITH THE APPROVED GRADING PLAN. _ N 2. A CONSTRUCTION PROJECT SCHEDULE SHALL BE SUBMITTED TO THE ENGINEER FOR APPROVAL AND SHALL BE PERIODICALLY UPDATED IF CONDITIONS OR TOP OF FILL W Z_ SCHEDULES CHANGE. CONSTRUCTION SHALL BE SCHEDULED TO MINIMIZE SOIL DISTURBANCE. ALL DISTURBED SURFACES SHALL BE STABILIZED IN A ai TEMPORARY OR PERMANENT MANNER AS APPROPRIATE DURING CONSTRUCTION TO PREVENT SOIL EROSION. FILL SLOPE W w w 3. THE CONTRACTOR SHALL REVIEW AND FOLLOW ALL RECOMMENDATIONS PROVIDED IN THE GEOTECHNICAL ENGINEERING REPORT PREPARED BY SITE MMMMM CONSULTING, LLC DATED 06/05/2014. cc Z H cM 4. ORGANIC SOILS SHALL BE REMOVED AS RECOMMENDED IN THE GEOTECHNICAL REPORT AND WASTED OR STOCKPILED FOR USE IN FINE GRADING. W < o J GO - 5. PRIOR TO COMMENCING STRUCTURAL FILL, THE EXISTING SITE DEBRIS MUST BE REMOVED, THE NATIVE SOILS STRIPPED OF ALL ORGANIC MATERIAL, w w J STOCKPILES OF SUITABLE MATERIAL SHALL BE SEGREGATED FROM UNSUITABLE MATERIALS. ALL WASTE AND HIGHLY ORGANIC OR OTHERWISE CONTAMINATED QH 2:1 MAX NATURAL SLOPE Q SOILS SHALL BE REMOVED FROM THE SITE AND NOT STOCKPILED FOR ANY PERIOD OF TIME. WHERE PRACTICAL, STOCKPILES OF MATERIALS TO BE USED w AS STRUCTURAL FILL SHALL BE PLACED ON NATIVE, STRIPPED SOILS TO PREVENT CONTAMINATION. FILL SOILS - ON SITE MATERIAL AS APPROVED 6. EXACT REMOVAL DEPTHS OF ORGANIC MATERIALS SHALL BE DETERMINED DURING GRADING OPERATIONS BY A QUALIFIED GEOTECHNICAL REPRESENTATIVE BY GEOTECHNICAL ENGINEER AND/OR THE PROJECT ENGINEER, AND SHALL BE BASED ON SUBGRADE SOIL TYPE, COMPOSITION, AND FIRMNESS OR SOIL STABILITY. O soliAll 7. ALL MATERIAL USED FOR STRUCTURAL FILL SHALL MEET THE REQUIREMENTS FOR STRUCTURAL FILL AS DESCRIBED IN THE GEOLOGY AND GEOTECHNICAL LO ❑ �G�ST REPORT. STRUCTURAL FILL MUST BE USED WHERE FILL HEIGHT EXCEEDS ONE (1) VERTICAL FOOT OR WHERE RECOMMENDED BY REFERENCED GEOTECHNICAL Q <5 L 4 O REPORT. 11/07/2019 w o 1 REMOVE UNSUITABLE 8. STRUCTURAL FILL SHALL BE PLACED IN ACCORDANCE WITH THE REQUIREMENTS OF THE GEOLOGY AND GEOTECHNICAL REPORT AND COMPACTION SHALL O MATERIAL BE SUPERVISED BY A QUALIFIED GEOTECHNICAL REPRESENTATIVE Al THE PROJECT ENGINEER. MATERIAL SHALL BE PLACED IN 8" LIFTS UNLESS O BENCH HEIGHTS SHALL OTHERWISE APPROVED BY THE GEOTECHNICAL ENGINEER. m NOT EXCEED 5 FEET _1A . OFF 9. ALL STRUCTURAL FILL SHALL BE COMPACTED TO A MINIMUM OF 95% OF MAXIMUM DRY DENSITY AS DETERMINED BY ASTM D 1557 FOR BUILDING LOTS1 OR D 698 FOR ROAD AREAS. ONE IN-PLACE DENSITY TEST PER LIFT SHALL BE CONDUCTED FOR EVERY 5000 SQUARE FEET OF LIFT AREA FOR BUILDING H/5 OR 2' MIN STRUCTURES (ONE PER LOT) OR FOR EVERY 100 LINEAR FEET OF LIFT AREA IN PARKING AND DRIVEWAY AREAS. STRUCTURAL FILL PLACEMENT KEY MUST BE PROVIDED PER IBC CHECKED BY: 10. SHALLOW EXCAVATIONS THAT DO NOT EXCEED 4 FEET MAY BE CONSTRUCTED WITH SIDE SLOPES APPROACHING VERTICAL. BELOW THIS DEPTH, SLOPES J107.3 IF FILL HEIGHT EXCEEDS 5 BASED ON 2012 IBC FIGURES J107.3 & J108.1 DAVID A. BAILEY P.E. SHALL NOT EXCEED 1-1/2 FOOT VERTICAL TO 1 FOOT HORIZONTAL. VERTICAL FEET. NOT TO SCALE DRAWN BY: JBD 11. FINAL SITE GRADES (CUT OR FILL) SHALL NOT EXCEED 1 FOOT VERTICAL TO 2 FEET HORIZONTAL. 12. PRIOR TO PLACEMENT OF STRUCTURAL FILL, THE GROUND SHALL BE PREPARED IN ACCORDANCE WITH APPENDIX J, 'GRADING' OF THE INTERNATIONAL BUILDING CODE. FIGURE J107.3 AND AS DIRECTED BY THE PROJECT ENGINEER AND/OR THE GEOTECHNICAL ENGINEER. 13. ALL FINAL GRADING SHALL EMPLOY SLOPE ROUNDING AT TOPS OF SLOPES AND AT CHANGES IN HORIZONTAL SLOPE ALIGNMENT TO FACILITATE REVEGETATION AND PROVIDE AN ASTHETICALLY ACCEPTABLE APPEARANCE. 14. DURING ALL GRADING OPERATIONS AND UNTIL THE ESTABLISHMENT OF PERMANENT REVEGETATION, THE CONTRACTOR SHALL PROVIDE EROSION AND SEDIMENT CONTROL MEASURES IN ACCORDANCE WITH THE APPROVED STORMWATER PREVENTION PLAN. z 0 NOTES: can REAR LOT LINE 1. THE BUILDING ENVELOPES ARE BASED ON CITY OF MERIDIAN SETBACKS THIS IS NOT A STRUCTURAL o APPROVED WITH THE JUMP CREEK SUBDIVISION DEVELOPMENT. DETAIL AND IS SHOWN FOR MIN OR MAX GRADING PURPOSES ONLY. TOP OF WALL w REAR LOT LINE 2. THE MINIMUM TOP OF STEM WALL ELEVATIONS ARE BASED ON A 6" REVEAL, A w a 6" DROP IN THE FIRST TEN FEET, AND THEN 2% TO THE LOWEST TOP BACK OF N CURB FOR THE LOT OR 1% TO THE TOP OF BACKYARD SWALE (WHICHEVER IS SLOPE VARIES GREATER). MIN TOP OF STEM WALL IS BASED ON II SECTION R401.3. 6" MIN z 8" RECOMMENDED FG 3. FOUNDATIONS MAY BE STEPPED A MAXIMUM OF 2 FEET. I O _ 1% MIN. 4. REAR YARD SWALES SHOULD BE NO CLOSER THAN 10 FEET FROM THE • Z STRUCTURE. BOTTOM OF FOOTING MIN u n J g OR MAX ELEVATION CAN 24" r 1 (n BE CALCULATED BY TOP v Z o Z 5. THE HOMEBUILDER SHALL REVIEW & FOLLOW ALL RECOMMENDATIONS SET FORTH LO � :2I 5% MIN. FOR THE SUBDIVISION IN THE 'RECOMMENDATIONS FOR HOMEBUILDERS' REPORT BY OF WALL SUBTRACT 30" _ Z _ I Z SITE CONSULTING, LLC, DATED NOVEMBER 2014. • z MID POINT - - 6. EACH BUILDER SHALL CONTINUE BACKYARD SWALE. _ 0 I o OF LOT 1 i 7. EXCEPTIONS TO THIS GRADING PLAN MAY BE APPROVED BY THE CITY OF 8 1 MERIDIAN BUILDING OFFICIAL AT ISSUANCE OF BUILDING PERMIT BASED UPON Z REVIEW OF AN ENGINEERED INDIVIDUAL LOT GRADING PLAN. Iz' z I _ _ I TYPICAL FOOTING 8. QUANTITIES ARE APPROXIMATE RAW VOLUMES WITHOUT ADJUSTMENT FOR COMPACTION: ELEVATION DETAIL Z 1� NOT TO SCALE z GRADING NOTES AND VOLUMES: 0 I � I -P L W SIDEWALK SIDEWALK STRIP VOLUME 4" - f6,893 cy CUT / ROAD EXCAVATION TO SUBGRADE — CUT TO SUBGRADE= f2,293 cy Z 10' CURB & CURB & STREET FILL TO SUBGRADE = ±303 cy ILLI > z GUTTER STREET GUTTER NET = f1,990 cy CUT w _ 2' 6' 2' I I TYE E 'A' LOT TYE E 'B' LOT NET EXCAVATE UTILITIES = f973 cy CUT Q Q W 9» 0 DRAINAGE DETAIL DRAINAGE DETAIL STRIPPED SOURFINAL FACE GRADE ON LOTS FROM - M J NOT TO SCALE NOT TO SCALE CUT TO I = t1,054 cy FILL TO FG = ±19,913 cy - NET = ±18,859 cy FILL W NET IMPORT = f9,003 cy Flu BACKYARD SWALE V) > ALL CALCULATIONS ARE RAW VOLUMES BASED ON ROAD AND FINAL SURFACE TYPICAL SECTION W MODELS DEPICTED ON THIS GRADING PLAN. THESE NUMBERS MAY VARY DUE TO NOT TO SCALE ACTUAL SOIL COMPACTION AND SOIL SHRINKAGE. Y W 0 0 W U (� 0 � J Plans Are Accepted For Public Street Construction DATE: By stamping ana signing the Improvement plans, the Registered 1 1—07-2019 Engineer ensures the District that the plans conform to all District PROJECT: policies and standards. Variances or waivers must be specifical— C2013-024 ly and previously approved by the District in writing. Acceptance of the improvement plans by the District does not relieve the SHEET Registered Engineer of these responsibilities. BY DATE: ADA COUNTY HIGHWAY DISTRICT 3o4 ■ co KEYNOTES = in g °1 MATCH EXIST. CURB, GUTTER, & SIDEWALK rn Ott O FIELD VERIFY PRIOR TO CONSTRUCTIONCIO AVILLA O SAWCUT EXIST. ASPHALT AS REQUIRED (MIN. 2') FOR 1% IN T TO 4% CROSS SLOPE (PER. ACHD SD-806, Z FCID C'3 w - SD-301, & SD-303) am 30 CONST. 5' MEANDERING SIDEWALK PER ACHD SD-709. � Z VERIFY CONSTRUCTION & LOCATION W/ LANDSCAPE PLAN. = g NOTE: ADA STANDARDS REQUIRE THAT CROSS SLOPES a m SHALL NOT EXCEED 2% ON ANY PEDESTRIAN RAMP OR N SIDEWALK. ACHD WILL NOT ALLOW ANY TOLERANCE FROM = Z w THIS REQUIREMENT. LONGITUDINAL SLOPE ON PATHWAYS W ~ �gpyH£ SHALL NOT EXCEED 5.00%. W co ® CB #1 - INV El 2535.30 W/ 1' SUMP PER ACHD-715A. Q� Z LLA FTM w CONST. 8 LF 12" C-900 ® 1.25% TO SDMH 1. ■� U) �R (QP,00--0.87 cfs, QP2s--0.62 cfs) W a00 j Co 50 DRAINAGE POND #1 & SDMH 1 - SEE DETAIL SHEET w LU 4.6 rn 0 INDEX MAP © CONSTRUCT MONITORING WELL #1 PER ACHD SD-627. w 1"=250' SEE DETAIL SHEET 4.5. BLOCK O CB #2 - INV El2 W/ 1' SUMP PER ACHD-715A. ll CONST. 11 112" C-900 00 0 0.91% TO SDMH 2. c�s\ �►��, (QP,00=0.76 cfs, QPzs--0.54 cfs) Sr f 1/07/2019¢ DRAINAGE POND #2 & SDMH 2 - SEE DETAIL SHEET 4.6 O CONSTRUCT E DMONITORING R NIOING WELL #2 PER ACHD SD-627. DETAIL SHEET of 20 3 1 19:_ � 18 17 16 15 14 13 3 1 A. - U O ® CB #4 INV ELEV: 2535.30 W/ 1' SUMP PER ACHD-715A. I` 5 5+41.75 CB/PC CONST. 7 LF 12" C-900 ® 1.43% TO SDMH 4. CHECKED BY: 2537.31 TVC 0 .. 5+36.00 J 3 (QP,00=0.58 cfs, QPzs=0.42 cfs) DAVID A. BAILEY P.E. 1 j 2537.28 TRC CO DRAWN BY: 5+60.76 _ I 2+52.00 HP 11 DRAINAGE POND #4 & SDMH 4 - SEE DETAIL SHEET JBD 2537.25 TRC 5+32.03 2538.91 TRC 0 2537.36 TRC 4.6 21 L 1 0 3 5+74.58 4+24.00 3+68.00 3+12.00 2+56.00 CONSTRUCT 5' TRANSITION FROM ROLLED TO VERTICAL ml �`� 2537.64 O O TRC 2537.95 TRC 2538.88 TRC 2537.35 TRC ti 2538.26 TRC 2538.57 TRC 2538.70 TRC CURB. 5+88.21 HP liii2s`3j o 2 3 s 2537.46 TRC un u - _ W WNW W 6 W W- -W- W W W W W W W WLn W W W 2537.54 TVC 00 _ - I o�•_ - - __ D R. o - �o I ,n - �� - + - - - - z s s s s s �� s s - LO s s� sn s s s s s s s I s O s s s s s H uu 39 C P IPA P� P P� PST P� Ld PI-PI PI�PI PI_PI_ PI_' P V 1 •f •IPi_ Pi Pi Pi Pi Pi Pi Pi Pi =moo_ - 6+04.58 s � 3 - 2+52.00 HP 2+14.43 �- N o 5+34.43 2538.91 TRC 2538.76 TRC 2537.48 TRC '/ W o 2537.34 TRC 4+94.43 4+54.43 4+14.43 3+74.43 3+34.43 2+94.43 2+54.43 BLOCK l 7 z 6+09.05 PC R,LpO 3 2 I 8 5+36.10 CB 2537.56 TRC 2537.79 TRC 2538.01 TRC 2538.23 TRC 2538.45 TRC 2538.67 TRC 2538.89 TRC 2537.61 TRC ' 23 i 1 2537.54 TVC I" 6+14.70 PC Li 6+18.77 GC/PC STA:6+30.00 2537.80 TRC 'n • 2537.83 TRC MATCH SHEET 4.2 1 17 16 15 30 0 15 30 60 Y J O O O 14 13 12 11 10 O9 8 7 6 5 MISSION! j �+ 1 ' 1 2537.83 TRC O O O 6+18.77 GC SCALE IN FEET • 1'=30' LL 0 0 z L.L � n Z � L.L 0 Z 2547 2547 - W 254 2544 ZQ 0 c� 00 o^z Nw N►3)~ (:5 00(n W J Z_ 06 1 � NNEa. +N LLI 254 7 N= ^Z "�,, N "� 2541 r n W W NO �W= HW< V/ I Q Wa d FINAL GRADE AT N WM > N Wx W ROAD W W OJ 0.40% 253 0.40% - - -- - - - - - -- - -- - - --- - -- - - ---- --- - -- - - - --- ---- --- - _ 2538 W 0 0.60% EXISTING GIR DE N AT ROAD W O ' 253 2535 U `n O Ld �■J I) W + _ ® nn 0 253 2532 J Q A ILLA-WILLOW STONE PROFI E 0 M HOR: 1 "=30' 25J VER: 1 "=3' ry/ +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 +8�529 Plans Are Accepted For Public �f Street Construction DATE: By stamping and signing the improvement plans, the Registered 11-07-2019 Engineer ensures the District that the plans conform to all District PROJECT: policies and standards. Variances or waivers must be specifical- C2013-024 ly and previously approved by the District in writing. Acceptance of the improvement plans by the District does not relieve the SHEET Registered Engineer of these responsibilities. BY DATE: ADA COUNTY HIGHWAY DISTRICT K::4:• ■ KEYNOTES = o 0 TI01 CONSTRUCT VALLEY GUTTER PER ISPWC SD-708. a 0o ■� o r AVILLA O INSTALL TYPE II SIDEWALK BARRICADE PER ACHD N T SD-1132A W/ THICKENED EDGE ALUMINUM WITH = U Uj STRIPED DECALS W/ KICK PLATE. NOTE: WHERE ■i Z F co SIDEWALK ENDS AT GRAVEL TURNAROUND, PROVIDE SMOOTH TRANSITION TO GRAVEL (WITHOUT BARRICADE.) Z p 03 INSTALL TYPE III TERMINUS BARRICADE & "THIS ROAD WILL BE EXTENDED IN THE FUTURE" ■� a v SIGN PER. ACHD SD-1132B W/ THICKENED EDGE ALUMINUM m WITH STRIPED DECALS = Z w ,Illy ® CONST. 5' MEANDERING SIDEWALK PER ACHD SD-709. W W Z) yHE VERIFY CONSTRUCTION & LOCATION W/ LANDSCAPE PLAN. Ill W w O CONSTRUCT PEDESTRIAN RAMP, TYPE 'H4' FOR ROLLED z w CURB. SEE DETAIL SHEET 4.5. ■c U) © NOT USED W Q m NOTE: ADA STANDARDS REQUIRE THAT CROSS SLOPES ALLEY A ALLEY B SHALL NOT EXCEED 2% ON ANY PEDESTRIAN RAMP OR 0) 0 SEE SHEET 4.3 I �."'I I SIDEWALK. ACHD WILL NOT ALLOW ANY TOLERANCE FROM O SEE SHEET 4.4 V - w 3 r 00 INDEX MAP THIS REQUIREMENT. LONGITUDINAL SLOPE ON PATHWAYS a I I I 0 1 =250 SHALL NOT EXCEED 5.00%. 7+13.68 7+28.68 GC/P »>: 9+44.05 » > 6+89.68 2538.41 TRC 2538.32 TRC �:*:*:::I I 4 2538.92 TRC 9+59.03 2538.37 TRC 9 _ 2538.99 TRC 9+83.14 NOTE: ALL PEDESTRIAN RAMPS MUST HAVE DETECTABLE WARNING PER ISPWC SD-712. } N�{L I PI PI --_ __= p pl �, PI pl 2539.37 TRC 4 I 2539.98 TRC - PI PI PI pl _- _ - PI PI PI PI PI- _ _ __ _ -� -�-�'-'�'1 u - _ � O CB #3A - INV ELEV: 2535.47 W/ 1' SUMP PER ACHD SD-604, S / 7 $ L - J 10+31.56 CB TYPE IV. CONST. 20 LF 12" C-900 ® 0.50% TO CB 36 11/07/2019 6+ 68 GC7P y5 0 O 8+62. 7 H _ �� 9+98.12 2538.05 TRC �3 I 7+40.68 CB L-= R O 3 � 2538.65 TRC 2538.51 TRC (QP,00=0.67 cfs, QP25=0.48 cfs) 1 2538.44 TRC of 538.990 GC � j I ^ 10+36.56 ® CB #3B - INV IN & OUT ELEV: 2535.37 W/ 1' SUMP PER 0 --- --- -=a--- 2538.99 TRC / 5 �1�0 O 2538.53 TRC ACHD SD-604, TYPE IV. CONST. 3 LF 12" C-900 ® 5.00% TO 17 / SDMH 3. Q � o• % � 101 I I 1 10+04.63 GC � 0 W o.5o e 2538.62 TRC (QP,00=0.64 cfs, QPzs=0.46 cfs) /0 ¢•�W W w 3TN w w w g w =_�--==1fi ; ---------------- 0 s A. ' Uj = 253a _ _ o FA 2�� 00 Iai M DRAINAGE POND #3 & SDMH 3 - SEE DETAIL SHEET 0� _ _ _ 0 2 38.56 M 2 4,s CHECKED BY: S \I s s s +00 s s 5 5 r7 I'I il'I �' - _ - - = - F/L MI M ® CONSTRUCT MONITORING WELL #3 PER ACHD SD-627. DRAWN BY: •DAVID A. BAILEY P.E. N I V . WILL A VE. _ 0 1 SEE DETAIL SHEET 4.5. JBD un, I ull 0 38.60 0 III - ml 1 ;0q F/L i _�i �_ -- 3 11 NOT USED -� uu 0 uu I L7+53.50 P6 3 �- I © CB #3C - INV ELEV: 2535.32 W/ 1' SUMP PER ACHD SD-604, L6+74.68 GC 2538.57 TRC 8+03.62 N TYPE IV. CONST. 33 LF 12" PIPE TYPE 00.30% TO SDMH 3. 2538.05 TRC 7+28.68 GC 2539.07 TRC - � 8+91.65 5 � i 1 2 2538.32 TRC 2539.37 TRC gyp• ( ) QP,00=0.21 cfs, QPzs=0.15 cfs 6+53.50 2537.97 TRC 7+03.50 2536.07 HP N TRC 9+30.50 GC/PC 0�8�r cj 0 © CB #56 - INV ELEV: 2535.51 W/ 1' SUMP PER ACHD SD-604, 2+03.5 TRC 2538.99 TRC � 10+36.56 TYPE IV. CONST. 30 LF 12" C-900 ® 0.33% TO CB 5A 8+63.72 a 9+50.44 �� 9 I84.66 2538.53 TRC (QP,00=1.35 cfs, QPzs=1.12 cfs) 2539.64 TRC 2539.10 TRC 3 2 38.P7.TRC 10+31.56 CB ® CB #5A - INV IN & OUT ELEV: 2535.41 W/ 1' SUMP PER i9 0<<l � fa 2538.51 TRC ACHD SD-604, TYPE IV. CONST. 9 LF 12" C-900 ® 1.11% TO z0 SDMH 5. 4/ I 10+04.63 GC/PC (QP,00=0.62 cfs, QPzs=0.44 cfs) =3 I 2538.62 TRC N N N O N O l N II I DRAINAGE POND #5 & SDMH 5 - SEE DETAIL SHEET o 30 0 15 30 60 o II - SEE ply / O I 4.5 Uj SCALE IN FEET ® CONSTRUCT MONITORING WELL #5 PER ACHD SD-627. N o SEE DETAIL SHEET 4.5. 1"=30' w o Q: z Li ''nn u1 .j U • LL Z 0 0 z � LL� 2547 2547 n Z r L.L Z 0 m W 254 0 to W 2544 _ W J J CO �� N ��O +N OMQ Qj00� to^C� LO(OH N 00 co to Z 00 M 2 M W Z ^rn co�zQ �00Q apM¢ +N� +Lnz o�Q POPO OM Nam= QW � W ON2 +�_ +mow 254 7N OZw +N J +NQ HJ �$; QW 0 ONQ ON 2541 CL 0 0 O >� >Q QWQ ROAD NW(Oj 1-J QWa LUF W WW HJ 4 NWC� HJO' HJQ HJ HJ� fNWC:0 NWT -0.9 3; / I NWO CNWM �1 NW NWC9 1.00% - - - --- -0.50% ` W 0.5 % 0.50 - - 0.40% S A: 10+31.r 253 - . > AT ROAD ' E W :PO NT$•60 2538 0 12" C-900 W O 53TORM DRAIN LLJ 0 2 O w " 2535 W = 53 4 RCP CLIII � I + C EASON LATE W N Q � U r� 253 ~ 2532 U AVI LLA- I LLOWS 0 E PR FILE ® 0 HOR. 1 ' =30' J VER: 1 F=3' 252 - 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 20 10 50 10 7029 0 � Plans Are Accepted For Public Street Construction DATE: By stamping and signing the improvement plans, the Registered 11-07-2019 Engineer ensures the District that the plans conform to all District PROJECT: policies and standards. Variances or waivers must be specifical- C2013-024 ly and previously approved by the District in writing. Acceptance of the improvement plans by the District does not relieve the SHEET Registered Engineer of these responsibilities. BY DATE: ADA COUNTY HIGHWAY DISTRICT KEYNOTES V C o oL 17, O MATCH EXIST. CURB & GUTTER GUTTER. Q co FIELD VERIFY PRIOR TO CONSTRUCTION 0 o c N C AVILLA O SAWCUT EXIST. ASPHALT AS REQUIRED (MIN. 2') FOR 1% _ T TO 4% CROSS SLOPE (PER. ACHD SD-806, Z o SD-301, & SD-303) � Z O3 CONST. 5' MEANDERING SIDEWALK PER ACHD SD-709. Z L P(l I I I I VERIFY CONSTRUCTION & LOCATION W/ LANDSCAPE PLAN. _ v NOTE: ADA STANDARDS REQUIRE THAT CROSS SLOPES �- o r^ SHALL NOT EXCEED 2% ON ANY PEDESTRIAN RAMP OR = C3 N SIDEWALK. ACHD WILL NOT ALLOW ANY TOLERANCE FROM WE `t" p THIS REQUIREMENT. LONGITUDINAL SLOPE ON PATHWAYS 1w m q�°HIyF SHALL NOT EXCEED 5.00%. W U) W ~ w Z w Ucc W Q Il co H Wo � a INDEX MAP V w 1"=250' ��S}ONAL 04 C'4 5 TE,� 11/07/2019� OF } A. CHECKED BY: DAVID A. BAILEY P.E. E DRAWN BY: WILLOWSIDE +1� JBD 1 � 17 16 15 14 13 12 11 10 Og 8 O 7 6 5 4 3 SEE SHEET 4.1 O O O O O 97 2+31.97 PC O ?53$::Q5 TI C 2538.37 TRC 3 I <: 2+43.39 CB 2538.52 TRC N 2+49.00 GC 8+82.15 I t �`� 2538.59 TRC 2538.57 TRC \ 6+51.57 7+50.00 HP 8+71.57 2+51.60 2540.20 TRC 2540.59 TRC 2538.73 TRC 2538.60 TRC 253 . 6 25 31. 2 3+71.57 4+11.57 4+51.57 4+91.57 5+31.57 5+71.57 6+11.57 6+71.57 7+11.57 7+51.57 7+91.57 8+31.57 2538.76 TRC 2538.92 TRC 2539.08 TRC 2539.24 TRC 2539.40 TRC 2539.56 TRC 2539.72 TRC 2539.88 TRC 2540.04 TRC 2540.28 TRC 2540.44 TRC 2540.57 TRC 2539.95 TRC 2539.34 TRC z _1'31�1111 - - - - - - - - - - - - - - - - ill- w w w - -w - - - 00 IIII w w O w w w w w '2539 w -w - - w - - - - - - - - - - - - - - - - - - - - - - - - w w - - - - - IIII _isl - _ O - L:J O O w -w-w- GAO w w w w w w - w - - - - - �N - III +�- - - - - I - -I � � - - _ 2 - o _ �SR Cc) �S 1 DI 1.08% I - - - - �- - - - - - - �- - - - -� s s�s s s � s s sI s s s 1 (p 2 C - - - - - - - - - - - s s s s 2+51.57 - - - - - - - - - - - - -III • Hill 2538.60 TRC W I 8+71.57 ♦ N o 2538.73 TRC La o 2538.59 GC 253 . 6 25 31.92 3+71.08 4+11.57 4+51.57 4+91.57 5+31.57 5+71.57 6+11.57 6+71.57 7+11.57 7+51.57 7+91.57 8+313 z 2538.59 TRC 2538.76 TRC 2538.92 TRC 2539.08 TRC 2539.24 TRC 2539.40 TRC 2539.56 TRC 2539.72 TRC 2539.88 TRC 6+11.04 TRC 2540.28 TRC 7+11.44 TRC 2540.57 TRC 2539.95 TRC 4 TR 2+43.39 CB 2539 3 C 7+50.00 HP I 6+51.57 8+82.15 - 2538.53 TRC 2540.20 TRC 2540.59 TRC 2538.57 TRC I ' I 3 II W I n 17 " , 30 0 15 30 60 r 1 WILLOWSIDE .-� 16 15 14 13 12 11 10 O9 O8 7 6 5 4 3 v SEE SHEET 4.2 O O O O O O O 2+31.41 PC SCALE IN FEET 2538. 3 2538.41 TRC 2538. 2 C 1"=30' LL 6 0 z 1 L^ 2547 2547 n z r L.L Z 0 - W oLO /n 254 o co~ 2544 1/-J w nNa z > W 0LO0 LoLO + O MOH00) 0) Q � N O0 M X MN ^ �LO FINAL GRADE AT = LO w N N= mQ O 041 O254 w 2541 w g < J WC� w N W(�') 0.40% 1.53q Q NWT W cn w J > - - m00% - - - - - - -- - -- - - - - - - - - - - - - - - - - - - - - - - -- - - - - -- - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 253 STA: +19.00 2538 EXISTING GRADE AT ROAD W � ELEV: 2537.98 \/ kl 2" C 900 W 253 STORM DRAIN 2535 W U (� 253 2532 ALLEY A PROFILE 0 HOR: "=30' a- J 252 +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+80 8+10 8+40 8+70 9+00 29 0 Plans Are Accepted For Public Street Construction DATE: Ey stc-npirg and sign-g t-e rnc,vement plans, t-ie Reg s.erec 1 1-07-2019 Engnee, ensues t-e Dstrc, t-at .-e pans corform .o cII Ds-.Ic. PROJECT: polces a-d s.cnca,ds. Va,icnces o, wcivers m s- be speci`ccl- C2013-024 Iy a-c crevousy acprovec ey .-e D strict n wri.ng. Accectcnce SHEET o" tre irlprovemert p ars oy Te D st,ic: coes rot �e eve tre Regis.ered _rginee- of ,rese respons.e.`ies. B" DATE: ADA CCJV-Y F IGII WA" D S-R CT 4e3 KEYNOTES V C oL O MATCH EXIST. CURB & GUTTER. co FIELD VERIFY PRIOR TO CONSTRUCTION .� � 0) N C AVILLA O SAWCUT EXIST. ASPHALT AS REQUIRED (MIN. 2') FOR 1% _ TO 4% CROSS SLOPE (PER. ACHD SD-806, Z SD-301, & SD-303) & Z T A. 30 INSTALL TYPE II SIDEWALK BARRICADE PER ACHD Z F SD-1132A W/ THICKENED EDGE ALUMINUM WITH STRIPED DECALS W/ KICK PLATE. NOTE: WHERE 0. SIDEWALK ENDS AT GRAVEL TURNAROUND, PROVIDE o rrn SMOOTH TRANSITION TO GRAVEL (WITHOUT BARRICADE.) _ w ® INSTALL TYPE III TERMINUS BARRICADE W _Z Ji �qP & "THIS ROAD WILL BE EXTENDED IN THE FUTURE" � U) Ti yHE SIGN PER. ACHD SD-1132B W/ THICKENED EDGE ALUMINUM W w WITH STRIPED DECALS _Zyj O CONST. 5' MEANDERING SIDEWALK PER ACHD SD-709. Z w cD VERIFY CONSTRUCTION & LOCATION W/ LANDSCAPE PLAN. W Q m U) 30 0 15 30 60 NOTE: ADA STANDARDS REQUIRE THAT CROSS SLOPES wUj SHALL NOT EXCEED 2% ON ANY PEDESTRIAN RAMP OR °'INDEX MAP SIDEWALK. ACHD WILL NOT ALLOW ANY TOLERANCE FROM w SCALE IN FEET THIS REQUIREMENT. LONGITUDINAL SLOPE ON PATHWAYS 1"=250' SHALL NOT EXCEED 5.00%. 1"=30' NAL �C C �11/07/2019� 2+00.00 1 I 2539.66 TRC WILLSEE SHEET p� or H } 1 28 3+21.47 4.2 J� 5 N\ 2538.99 TRC 3 ' I I 2+33.99 PC 3+00.37 PC 9 00 j 2539.49 TRC 2539.10 TRC � I , CHECKED BY: DAVID A. BAILEY P.E. I 3 DRAWN BY: 3 i 2+84.36 GC � � JBD 2539.24 TRC i - , �fi 051 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 -I �/ �' r'0 o 3 3+56.11 3+71.09 PC O O 33 17 o w o cti 2538.92 o TR 2538.99 TRC O O O + - 0 _ w 1 - 3+89.44 GC I P 2539.19 TRC 1 4 i� S\ 0 10+32.72 1 WAS 3 R�5 4+20.21 PC 5 �� 3+90.58 PC 7+18.13 8+98.13 . . . TRC 2540.53 TRC 2541.25 TRC 10+18.13 �'�39, � �� 2539.19 TRC 2539.34 TRC 2539.94 TRC 3 �� 3+96.67 4+78.13 5+18.13 5+58.13 5+98.13 6+38.13 6+78.13 7+38.13 7+78.13 8+18.13 8+58.13 9+00.00 GC 2539�41RC 4+38.13 2539.57 TRC 2539.73 TRC 2539.89 TRC2540.05 TRC 9+38.13 9+78.19 w - iiii ~- - W 2539.41 TRC W W _ 2540.37 TRC 2540.77 TRC 2540.93 TRC 2541.09 TRC 2541.26 TRC 2540.84 TRC 2540.39 TRC - I 2+33.99 PC �Fj�g\ % 2540.61 TRC ( � - - W- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -1 _w - - - - - - - - - - - - _ - z I w w w _ 0 539.49 TRC l.l2q S 3 - - - w - w w w 40 A LL I W� _ o W w 2 w p w cS I 0 25 - - o - - - - W - _ - - - 2+00.00 2+84.36 GC � � S �.3�q u� 4 � � + � �� i- o � JQ' - - - - - o i� mi 1 2539.66 TRC 2539.24 TRC S = = S S S s �I -� 2 s S s N - --)� - u _ 3+03.42 PC __. - - - - - - - - s -� -s s s S 5 5 5 S- S a' Dc� o u 1 o w - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - o0 - _ - _2538.99 TRC �' s _ S � s s s 0 0100 __= = LLJ - _ _ ` N o __ p�S 4+38.75 4+78.75 5+18.75 5+58.75 5+98.75 6+38.75 6+78.75 7+38.75 7+78.75 8+18.75 8+58.75 9+00.00 GC 9+38.75 9+78.75 3+99.93 2539.42 TRC 2539.58 TRC 2539.74 TRC 2539.90 TRC 2540.06 TRC 2540.22 TRC 2540.38 TRC 2540.62 TRC 2540.78 TRC 2540.94 TRC 2541.10 TRC 2541.26 TRC 2540.83 TRC 2540.38 TRC W o ( � �� p, 2539.24 TRC 3+90.58 PC 4+20.21 PC 7+18.75 1 - - - 3 O 253 8.85 2539.19 TRC 2539.34 TRC 2540.54 TRC 9.93 75 z 1 L BLDry - - 2538.65 TRC - 3+89.44 GC 8+98 75 539. 83 TRC TRC 5 2541.26 TRC 10+32.79 � 3+05.25 PC - 17 .--� 16 2539.78 TRC 1 w I n � 3+25.23 O O L J 15 14 13 12 11 10 O O O O 5 4 3 2 1 I 2538.97 TRC 2538.62 TRC 3+73.83 PC O O O O O _ U 2539.98 TRC I LL Z 0 - 0 z Plans Are Accepted For Public N Street Construction LL By stamping and sign rg t-e marove^iert plans, the Eeg s-erec Z Eng nee, ensues t-e �str c, t-at ,-e p ans confor~ ,o cl D s-'ic; pol c es a-d s.cnca,ds. Va,tcnces o, wcive,s m s-. be speci"cc- 0 ly a--, crevlousy acprovec cy .-e D'strict 'n wri.'ng. Accectcnce or t-e improvemert p ars oy t-e D st,ic1 does rot e eve the W Regis�ered -rc nee, of .nese responsib `Lies. - Bv DATE: ADA COUNTY HIGHW D S-R CT 0� > n 0 2547 2547 0 m I OLO J ON W O*H J V / In z +NO U 254 0 III nLL1 LLI M ^^_ 2544 +LO W �MQ O� �°°� �� ' Q NLO _ �_� +LOX W +N 00 2 00 _ (n W 2 W N = +NU M N Ui 00 a0 U +N U FINAL GRADE AT O N HLL1 N W N +N �M M W W ROAD U 254 ~J a awQ MN "' •� MN •• ' 0 ¢w a �Ja 2541 (nIII ••> �W ..> N NW U � � 0. 0% -1.12� W� N W N W ,� / � / / � - -- - - - - - - - - -- - --- - - -- - - - - - - - - -- - - 009 0.50% - - -- - - - - - - - - - - - - - - - -- �� 1 g�% -2.02 -2.00% - - - EXISTING GRAD- r 1 253 \ _ - -- - - - - / AT ROAD 2538 U -- - STA: 3+ 1.40 ELEV. 25313.58 ELEV. 25 8.59 n 42" RCP CLIII 0 � LL CREASON LATERAL J 253 2535 0 253 2532 DATE: APHNE ALLEY B PROFILE 11-07-2019 H R: 1 "= O' PROJECT: C2013-024 ER: 1 "_ 5 g829 SHEET252 +802+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+80 8+10 8+40 8+70 9+00 9+30 9+60 9+90 10 20 10 4o4 Q O U Qco i Oct IT M STANDARD FRAME AND GRATE PER '� V ACHD SD-610A LIP OF GUTTER 6 VERTICAL CURB MONITORING W ELL PER ACHD SD-701 = w 00 STREET SLOPE SIDEWALK 1.75% f PER ACHD SD 0.25% PER ACHD SD-709 NOT TO SCALE Z 2' RING & COVER PER Z MH RIM ELEV ISPWC SD-617 _ d d O a ° a ° #4 EPDXY ° ASPHALT BAR FINISH GRADE � ca° = Z Uj & GRAVEL - 'BYPASS' _ W a �d a ' � - III- ' OF VERTICAL SECTION � 1 42' ° d INVERT OUT 1 j l U) \f-CACK URB d MUMTO PRIMARY —III W w II II IIIIIII 3 Z Ly SIDEWALK PLAN CONCRETE COLLAR C3 = a d Z W Q 00 M _j U U LU m INVERT IN - INVERT OUT ��18"�� ° d a 6" TYP. FROM CATCH TO FOREBAY w 5 V Q d° d BASIN Q z: a- F11' � = w 12" TYPICAL C-900 TO POND FOREBAY OR _ a.. 8 T \f-8- OR 12" C-900 PIPE TO SPLITTER MANHOLE AS LABELED N 6 o� a Ld 3 so%AL EN t o Q C,15 m SECTION B-B SECTION CONCRETE COLLAR ❑ "11/07/2019� NOT TO SCALE 48" STORM 0 a SHALLOW INLET— ATTACHED WALK (SEE ACHD DRAIN MANHOLE PER o ISPWC SD-611 (NO CONE) ISUMP Elvai 8 LEGEND: 0 3 1. WELL COVER, 8" DIAM. WATERTIGHT GALVANIZED S D—715A FOR REFERENCE) in o STEEL COVER AND CANISTER. NOT TO SCALE SEE INDIVIDUAL POND DETAILS ON 3 w 2. 2 OR 3 BOLT LID WITH fie" HEAD AND SAE {D ¢' SHEET 4.6 FOR MANHOLE ELEVATIONS w 0° THREADS, GASKETED. m" 4 3. CONCRETE (COLLAR), CLASS 3000 (ISPWC w o 0 0 o SECTION 703). CHECKED BY: 0 0 g 4. %" DIAMETER HOLES OR SLOTS CUT INTO PIPE DAVID A. BAILEY P.E. a 0 0 AT 3" ON CENTER. DRAWN BY: � 0 0 z 0 0 5. TRACER WIRE SHALL BE PLACED ON OUTSIDE OF JBD a 0 o PVC PIPE, MINIMUM 18 GAUGE, INSULATED, P/L 50'-0" P/L o M 0 0 CO OR SHALL P/LWTH THREE INSULATION P/L P/L 0 0 DIAMETER COILS. 24'-0" 0 6. PIPE SHALL BE PERFORATED PVC, ASTM D-3035, g'-0" 34'-0" 8'-0" 0 0 0 0 SDR 35. WELLS BACKFILLED IN A PIT REQUIRE 0 0 6" PIPE. DRILLED WELLS MAY USE 4" PIPE. 12-0" 12'-0" 3 -0"5'-0 17'-0" 17'-0" 5'-0"' '-0' 1'-0,, MIN. FLAT LANDING 0 0 7. NONWOVEN FILTER FABRIC AROUND OPENINGS 1'-0" MIN. AT BACK OF WALK Ld AND BOTTOM, FABRIC OVER CHIPS/DRAIN ROCK. 10'-0" 10'-0" FLAT LANDING 15'-0" 15'-0" 7 8. POLYPROPYLENE FIVER REINFORCEMENT AT 1 kz AT BACK OF SLOPE SIDEWALK 1.75% f 8» LBS/CY. WALK 0.25% PER ACHD SD 709 9. BACKFILL MATERIAL TO MATCH STORAGE MEDIA WELL SECTION FOR OBSERVATION WELLS LOCATED WITHIN A BMP SLOPE 2.00% SLOPE 2.00% SLOPE 2.00% SLOPE 2.00% FACILITY. USE PIPE BEDDING CHIPS FOR o OBSERVATION WELLS LOCATED OUTSIDE BMP FACILITIES. U NOTES: o 4" - 3/4" MINUS CRUSHED GRAVEL CL 4" - 3/4" MINUS CRUSHED GRAVEL �L 5" THICK CONCRETE A. ASUR MER OBSERVATION WELLS ARE FOR MEEASUREMENT OF GROUNDWATER LEVELS WITHIN p w SIDEWALK (TYP.) OR NEAR STORM DRAINAGE FACILITIES. w a 2 1/2" ASPHALT 2 1/2" ASPHALT 4" - 3/4" MINUS CRUSHED B. THIS DETAIL IS FOR WELLS INSTALLED BY N o PAVEMENT PAVEMENT GRAVEL (COMPACTION REQUIRED) DRILLING OR BY EXCAVATED PITS. w o EXTEND GRAVEL AND PIT EXTEND GRAVEL AND PIT C. LOCATION OF GROUNDWATER WELLS SHALL BE � Z APPROVED BY ACHD 24' RIGHT—OF—WAY RUN 6" PAST CURB. (TYP.) 50' RIGHT—OF—WAY RUN 6" PAST CURB. (TYP.) D. OBSERVATION WELLS NOT ALLOWED IN CURB OR STANDARD ROLLED STANDARD ROLLED VALLEY GUTTER SECTION. TYPICAL ALLEY SECTION CURB & GUTTER (TYP.) AS PER TYPICAL STREET SECTION CURB & GUTTER (TYP.) AS PER v , NOT TO SCALE ACHD SD-702 NOT TO SCALE ACHD SD-702 j U ' ` MONITOR WELL LOCATIONS - 12" - 6" MINUS PIT RUN 12" - 6" MINUS PIT RUN � � z WELL # NORTH EAST LOCATION 1 5354.80 7724.20 50' FROM POND O - 2 5315.77 7726.81 50' FROM POND Z 3 5141.21 7647.70 50' FROM POND I ' I 4 15261.02 7610.00 50' FROM POND W ^ PEDESTRIAN RAMP FOR ROLLED CURB 1 5 14881.31 7630.81 50' FROM POND, ACROSS STREET Q Z NOT TO SCALE NOTES O RAMPS FOR CORNERS W/ MIN 15' RADIUS AND UTILIZING ROLLED CURB — e RAMPS ARE CONTAINED WITHIN THE CURB RADIUS bi TYPE "H4" ♦ c RAMP DIMENSIONS V/I CURB TYPE= STANDARD 3" ROLLED CURB PER r ISPWC SD-702 v — THROAT DEPTH= 4' FROM FACE OF CURB THROAT WIDTH= 4' MIN I 1 WING= 3' TRAVERSABLE L.L 4' WING= 1.5' NON TRAVERSABLE ❑ @° RAMPS REQUIRE A MINIMUM 4'x4' LANDING IN 0 SIDEWALK © 1.5% +/— 0.5% (2% MAX SLOPE) m ® RAMPS SHALL NOT EXCEED 12:1 (8.3%) SLOPE W J TRAVERSABLE WINGS SHALL NOT EXCEED 10:1 (10%) SLOPE NON TRAVERSABLE AREA— PATTERNED CONCRETE\LANDSCAPED AREA , ^ O 4'x4' FLAT STREET SIDE LANDING REQUIRED V, \ CURB IS NOT REQUIRED TO BE FULL HEIGHT / DETECTABLE WARNING PER ISPWC SD-712 Q LEGEND ♦ 1.5%f0.5% (2% MAX SLOPE) Q ♦ 7.3%f 1.0% (8.3% MAX SLOPE) I , I � 9%f 1.0% (10% MAX SLOPE) l , I.i�.l �- U (� W O W J Plans Are Accepted For Public v , Street Construction DATE: By stamping and signing the improvement plans, the Registered 11-07-2019 Engineer ensures the District that the plans conform to all District PROJECT: policies and standards. Variances or waivers must be specifical— C2013-024 ly and previously approved by the District in writing. Acceptance -SHEET of the improvement plans by the District does not relieve the Registered Engineer of these responsibilities. BY DATE: ADA COUNTY HIGHWAY DISTRICT . 5 ■ C� Q M E o � PROVIDE INLET = Q 00 i 5 � s s s EMBANKMENT AND DIVIDER PROTECTION APRON & RIP Q orb Cc i IIII BERM MATERIAL PER SOILS RAP PER ACHD SD-628 V N IIII ENGINEER AND COMPACTION ® POND INLETS T TO 95% REQUIRED (PER = C'3 w STORM DRAIN POND 1 IIII ARMORED SPILL CHANNEL. ■� Z FCID IIII AASHTO T180). L _ PLAN VIEW SEE DETAIL THIS SHEET. � FREEBOARD W Z SCALE: 1"=20' - TI I - - - - - - - - - - - - - - - - - - - III i I Z IIII ° I W.S. 100 YEAR LEVEL a PI P I- SIDE SLOPES AS w SPECIFIED HYDROSEED FINISH j = --------- a- I -I EXCEPT FOR BSM = Z W - W co LENS - ~ :E , o- INFLOW CI I 3 Q SLOPE 1% MIN I W w I I TO BSM LENS Z cc ZW (0 POND 1 MIN. 3' SEPARATION W a 00 V100: 1,658 1POND 2 M JEJFROM SEASONAL HIGH J CAPACITY: 2,083 llG W V100: 1,397 FT 3 w TOP OF BANK: 2537.00536 .50 TOP OF BANK: 2537CAPACITY: 1,429 FT"3 VARIES EXTEND 2' INTO 100-YR HW LINE: 2536.50 I co I SIDE SLOPES: 3H:1 V FREE DRAINING MATERIAL. M I POND TOE: 2535.10 �p 100-YR HW LINE: 2537.00 /04 r7 r0- 1 I I SIDE SLOPES: 3H:1 V BOTTOM OF POND/BSM LENS ' �� - POND TOE: 2535.00 TYPICAL POND SECTION GROUNDWATER WAS ENCOUNTERED IN 0") BOTTOM OF PON LENS TEST EXCAVATIONS - SEE INDIVIDUAL 5N I ELEVATION: 2535.00 N N D/BSM (INFILTRATION BASIN ti C,15Tf� BSM LENS AREA: 234 1 � POND DETAILS FOR EXPECTED HIGH GW : M ELEVATION: 2535.00 ELEVATIONS. ' I MAX WATER DEPTH:1.50 FT 4 BSM LENS AREA: 221 1 PER ACHD BMP 10) HIGHEST GW ELEV:2531.76 NLL: 11/07/2019 19, 9 MAX WATER DEPTH: 2.00 FT NOTE: -NTS- N _ I SDMH 1: HIGHEST GW ELEV:2531.76 1. NOT USED. RIM:2537.10 SDMH 2: 4 I INV IN:2535.20 12"S I RIM:2537.52 2. GROUNDWATER WAS ENCOUNTERED IN TEST EXCAVATIONS ON THIS SITE. IF GROUNDWATER IS ENCOUNTERED HIGHER THAN INDICATED ON THE PLANS, y 25 I INV OUT:2535.20 12"NE INV IN:2535.10 12 N THE CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY FOR REDESIGN TO PROVIDE 3 MINIMUM CLEARANCE BETWEEN GROUNDWATER AND THE D OF I SUMP:2533.20 INV OUT:2535.10 12"SW BOTTOM OF THE DRAINAGE FACILITY. UNTIMELY NOTIFICATION OF THE ENGINEER MAY RESULT IN ADDITIONAL COSTS TO THE CONTRACTOR. REFER TO10 �� I I I SUMP:2533.10 GEOTECHNICAL ENGINEERING REPORT BY SITE CONSULTING, LLC, DATED 06/04/2014 AND UPDATED GROUNDWATER MONITORING REPORT DATED I CONSTRUCT 10 LF J I 09/30/2019. L I 12" SDR-35 @ 1.00%. L- - CONSTRUCT 11 LF CHECKED BY: INV ® POND: 2535.10 12" SDR-35 © 0.91%. 3. ALL MONITOR WELLS SHALL HAVE A CONCRETE APRON POURED AROUND THE CAP. DAVID A. BAILEY P.E. �I INV ® POND: 2535.00 DRAWN BY: L 4. CONTRACTOR TO HAVE PERCOLATION TEST PERFORMED BY SOILS ENGINEER AFTER POND IS FULLY EXCAVATED. CONTRACTOR WILL NEED TO BLAST (OR IIII BORE) TO CREATE CONDUIT FOR DRAINAGE TO OCCUR. THIS BLASTING (OR BORING) WILL BE REQUIRED TO ACHIEVE DESIGN INFILTRATION OF 5 IN/HR. IF JBD THE PERCOLATION IS LESS THAN SPECIFIED BY THE SOILS REPORT AND ENGINEER (5"/HOUR) REDESIGN OF THE SYSTEM WILL BE REQUIRED. II 5. COORDINATE W/ LANDSCAPE PLAN FOR VEGETATION. IIII �S�j IIII STORM DRAIN POND #2 IIII o PLAN VIEW SCALE: 1"=20' z 0 U o H W Q N o STORM DRAIN POND #5 W o I I POND 4 PLAN VIEW Q: Z I V100: 1,105 ll SCALE: 1"=20' CAPACITY: 1,734 1 POND 3 TOP OF BANK: 2537.00 I I v , 1 n ZE V100: 2,782 ll 100-YR HW LINE: 2536.50 u J CAPACITY: 2,824 ll SIDE SLOPES: 3 POND TOE: 253510 V - r 1 TOP OF BANK: 2537.40 _ _ v 100-YR HW LINE: 2536.90 BOTTOM OF POND/BSM LENS _ SIDE SLOPES: 3H:1 V ELEVATION: 2535.00 - - � � _ 10 00 � � POND TOE: 2534.95 BSM LENS AREA: 3531 2 BOTTOM OF POND/BSM LENS MAX WATER DEPTH: 1.50 FT \ 0 17 -� ELEVATION: 2534.90 I i HIGHEST GW ELEV:2531.76 \ 00 BSM LENS AREA: 266 1 SDMH 4: . . - MAX WATER DEPTH: 2.00 FT I RIM:2537.26 �� i� . _-. . LL �.LL.LLLL.LL. . -. . .� I I I ' I HIGHEST GW ELEV:2531.76 I INV IN:2535.20 12"E �� - 64 L.L.1 SDMH 3: I I INV OUT:2535.20 12"NW I 0-) II I Q SUMP:2533.20 � I RIM:2538.53 � � I INV IN:2535.22 12"N I CONSTRUCT 7 LF INV OUT:2 2535.22 12 2" 12" SDR-35 @ 1.43%. 90 Z UV � I INV OUT:2535.22 12"S I I I SUMP:2533.22 i // POND 5 - - CONSTRUCT 97 LF / V100: 4,143 FT�3 W LLI 12" SDR-35 @ 0.22%. I / CAPACITY: 4,425 FT 3 INV @ POND: 2534.95 L-------------_^ / TOP OF BANK: 2537.90 r n ----------------� 100-YR HW LINE: 2537.40 v SIDE SLOPES: 3H:1 V \ N 00 POND TOE: 2535.00 / �� NO I BOTTOM OF POND/BSM LENS Q P P P P 2537 ELEVATION: 2534.90 2537 _ � - _ _ _ 2536 I- 2536 BSM LENS AREA: 287 ll - - MAX WATER DEPTH: 2.50 FT 0 . .2535 ' ' ` ` ` HIGHEST GW ELEV:2530.78 2535 . . . . . . .:-.-. :_::: 22 :: LL:LL:::::LL:LL:LL:::::LL:LL:::::;:LL:LL::... m J - SDMH 5: '- LL '-'-' - RIM:2538.14 L c LL - 51 ' v v I - - _ INV IN:2535.31 12"E s W - - - - - - _ _ INV :253335.31 12"NW V/� n __ SUMP:2533.31 �/ � II ---75' ------ ---------------- CONSTRUCT 11 LF Q II I I I \ 12" SDR-35 ® 0.91%. II �' II INV @ POND: 2535.21 STORM DRAIN PONDSTORM DRAIN POND4 W 0 PLAN VIEW PLAN VIEW SCALE: 1"=20' SCALE: 1"=20' W POND 1 r L POND 4 AVILLA U r POND 2 W 0 O W j POND 3 20 0 10 20 40 N m L.L SCALE IN FEET POND 5 1��=20� ' /� Plans Are Accepted For Public v , Street Construction DATE: By stamping and signing the improvement plans, the Registered 11-07-2019 Engineer ensures the District that the plans conform to all District PROJECT: policies and standards. Variances or waivers must be specifical- C2013-024 INDEX MAP ly and previously approved by the District in writing. Acceptance SHEET of the improvement plans by the District does not relieve the 1"=250' Registered Engineer of these responsibilities. BY DATE: ADA COUNTY HIGHWAY DISTRICT 4o6- ■ KEYNOTES Q = Q � E, O 90' BEND (MJ) a CO ♦1 0Ll I I I I L 'rn AMLLA BLOCK ' O 8"x8"x8" TEE (FLG) N ; / 0 CK ( > WCo 2- 8" VALVES MJxFLG 1 I I I I - 1- 8" ADAPTOR (MJxFLG) ■i Zoo _ ~ I i i I I I I I I 03 REMOVE EXISTING BLOW-OFF W Z ASSEMBLY AND CONNECT TO Z EXISTING 8" WATER MAIN.05 . _ CONTRACTOR TO FIELD-VERIFY - LOCATION & ELEVATION OF EXISTING 20 i II 19; � 18 17 16 i 15 i i I I 13 i m WATER MAIN. O 14 11 � Z o REMOVE EXISTING SEWER CLEANOUT AND W ~ I I`� I I I I I I I I I j OApy CONNECT TO EXISTING SEWER STUB. U) LU wCONTRACTOR TO FIELD-VERIFY LOCATION & INVERT ELEVATION OF EXISTING SEWER ZWWO I I I iI I I I I I MAIN. �5+91.15 1Co I I 4" 46'R I I I I I I I I 05 CONSTRUCT 11 LF 6" WATER MAIN IM Z W I 8%8%6" TEE (MJxMJxFLG) W � o El 2531.54 I I I I I I I I � � - L � I 5+08.00 I I 4+45.45 I I 3+96.00 I I 3+40.00 i i 2+84.00 i i 2+28.00 i � 6" VALVE L I 4" 40'R I 1 4» 40'R 4" 40'R i i i i i i 4„ 40,R 21 El 2531.32 i i El 2530.97 i i El 2530.87 4" 40'R 4" 40'R i FIRE HYDRANT PER CITY OF EI 2530.91 I I EI 2530.94 I I El 2530.98 I MERIDIAN SD-W8 \' IIII ------t— -------- -----J L-------�— __—__—_J L__—__—_ ------- L--_—__—t_—__---J ♦+ W I I v 5+91.15 \;> —" I ' S I i ; 3 INDEX MAP 4" 37'R / I I I © POTABLE/NON POTABLE MAIN El 2531.36 / I 7 1 iin O I I I - 1 =250 CROSSING. REFER TO WATER NOTE _ I 2 - SEE COVER SHEET 1.0. soNAL _4 wIIIII w w w w w w w I w w w - SSMH ,A3 6� �9 iiil 1 7 I 7 jj,n/ w w wl w w w I w R O7 POTABLE/NON POTABLE SERVICE iCw \ST �'ty v Y Y A V_I L L A CROSSING. REFER TO WATER NOTE ------------------------------ `�. I O. 6 ml I SSMH A2 I 7 uu _ - I - - - - �— - - _'_ _ I 4 1 3 - SEE COVER SHEET 1.0. 4 7a 11/07/2019 8 PVC 00.42% �, - - - - - - - - - � soo ,lu � 8 PVC ®0.41% - I f ..- - T — �o 180' S CS 0 Al - L — O 1 of LL — PI PI P ——— P — ——— F PI�PI �PI PI PI FI FI —FI ____— _• / 1 PI�PI cl -- ——— , r --------� r ------ r--------- r CHECKED BY: I , DAVID A. BAILEY P.E. \ I I I I I I I I I I I DRAWN BY: I I I I I I I I I I BL 0 CK 117 I 1 • I I I I I I I I I I I I I I I I I I I I JBD I I I I I I I I I I I I I I I I I I I I I I I 6+49 I I I I I I I I I I I I I .36 I I 23 4" 30'R CONSTRUCT 1411 LF I I El 2531.91 8„ I I I I I I I I I I I I I I I I I I I ' • I WATER 1 M ICI I I I I I I I I I I I I I I I I I I I O 1 I O 1 6 i i 15 i i 14 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 . : 9 1 17 I I I I I I O 13 12 11 10 9 I I 8 L---------------- ------- J 7 I I I I I I I I I I I O I I O W 7+00.02 1 O• \ 1 I i r 24 4» 30,R }.-- _ 001 \ z 1 O O o El 2532.221 CONSTRUCT 33 LF 1 —• m N 1 8" WATER MAIN 1 1 w w o IM _ _ L__—_ ________________________- IIII z LLI 1 J w f� W � = w r--- ------- (n Q I 1 6 IIII 3 W 1 \ I LLI w 1 �--\� (n � LLJ� Z 7+50.02 I M• 25 4" 30'R i--- - -- a I I El 2532.531 I y W 'O • I � 8" PVC (�0.62% 1 5 _ J v , L------------- __—________- 7 U v a O ---------------- ------- E 17 � O~° • 5.0' O 0 — I � 1 �/ 4+030'R7 i 8 0 E 12 o WATER METER LEGEND L■L _ __ Z 26 El 2532.841 I - (PER CITY OF MERIDIAN STANDARD DRAWINGS W1,W2,W3 1 8 8 LOCATION PER MERIDIAN SD-W9 IF METER SHARES LOT I SSMH A4 1 f 30 0 15 30 60 LINE WITH FIRE 1 HYDRANT. L--------------------------- _ Z CONSTRUCT 14 LF 3/4" DOUBLE METER SERVICE 7 8" WATER MAIN SCALE IN FEET WITH 3/4" METER SETTERS ` . 3/4 SINGLE METER SERVICE 0 1 =30 d WITH 3/4" METER SETTER W SERVICE MARKERS TO BE PROVIDED PER MERIDIAN SD SW-3. 254 2547 — THE OF MERIDIAN REQUIRES THAT ALL WATER METERS Q > AND WATERWORKS BRASS BE ANSI/NSF 61 CERTIFIED. — ? j NOTE: — Q 00 ALL SEWER MANHOLES ARE TO BE 48" INNER DIAMETER, O 254 c 2544 CONSTRUCTED PER ISPWC SD-501. m J (n Zw �J Z pp � � THE SLOPE AND LENGTH OF SEWER MAIN IS CALCULATED p rn L0 00 It 00 M 00 FROM INSIDE FACE OF MANHOLE TO INSIDE FACE OF _ I W ap 06 N 0) P0 rn .-. MANHOLE. rL.VL � N N , ^ + LO N co 6 Oro ago � w O p ALL SEWER SERVICES ARE TO BE 4" DIA, PER ISPWC I I V/J \ 00 N O rQ M M LO N � N co N SD-511A, CONSTRUCTED AT 2.00% MINIMUM SLOPE. LLJ / 254 � a � » H 41 Oi ZniRZ QrnNNN Z+ Z = NO NNZ *SEWER MUST BE TED W/ CLASS III z O O N > FINAL GRADE UQ 200 (SDRE21) PIPE. SEE WATER NOTE 3. » N W � zz NN � Z BENCH MARKS 61TIBIM NN � ZZ Z Z 253 — _ _ _ _ _ __ _ _ 2538 TBM #1 - 2538.57 - RIM OF EXISTING SSMH LOCATED W IN ALLEY A/ELMSTONE INTERSECTION. SEE SHEET 5.2. EXISTING GRADE TBM #2 - 2539.74 - RIM OF EXISTING SSMH LOCATED IN ALLEY B/ELMSTONE INTERSECTION. SEE SHEET 5.3. U (� 253 2535 0� O WATER MIN Ci B IDIAN APPROVED FOR I . I 0- I DAM O 1..1..1 CONSTRUCTION - 253 " 2532 These plans and/or specifications have been reviewed for 217 LF C 29' compliance with Meridian City Standards and Specifications. 134 LF 8" PVC 0.42% This review does not relieve the owner, engineer, or contractor W 138 LF C- of the responsibility to design and/or construct those facilities � /'� 251 LF 8 PVC ®0.41 o in compliance with all current applicable federal, state and local V 253 LF C-C laws, rules, regulations, ordinances, development agreements, 252 2529 specifications, orders or approvals, all of which the City retains DATE: the right to enforce. Inconsistencies not noted by City staff shall 11-07-2019 not be construed as approved unless specifically addressed PROJECT: SEWER LINE A PROFILE in writing by the City. Any proposed revision to these plans must C2013-024 HOR: 1 "=30' be submitted for review and compliance with the Meridian City SHEET VER: 1 "=3' Standards and Specifications before said revision is constructed. 25?$+40 8+10 7+80 7+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 +8 526 Name Date 5 . 1 ■ WATER METER LEGEND KEYNOTES = Q Q �Ab � (PER CITY OF MERIDIAN STANDARD DRAWINGS W1,W2,W3 O REMOVE EXISTING BLOW-OFF Q M c & W5) ASSEMBLY AND CONNECT TO ■� o '0) EXISTING 8" WATER MAIN. `�' AVILLA LOCATION PER MERIDIAN SD-W9 IF METER SHARES LOT CONTRACTOR TO FIELD-VERIFY LINE WITH FIRE HYDRANT. LOCATION & ELEVATION OF EXISTING ■i ZUj 3/4" DOUBLE METER SERVICE WATER MAIN. WITH 3/4" METER SETTERS Al I FYO REMOVE EXISTING SEWER CLEANOUT AND Z 3/4" SINGLE METER SERVICE CONNECT TO EXISTING SEWER STUB. g WITH 3/4" METER SETTER 16 CONTRACTOR TO FIELD-VERIFY LOCATION ■ a SERVICE MARKERS TO BE PROVIDED PER MERIDIAN SD p & INVERT ELEVATION OF EXISTING SEWER o SW-3. rm MAIN. _ N NOTE: W Z W THE CITY OF MERIDIAN REQUIRES THAT ALL WATER METERS �'gPl1�1( 03 CONSTRUCT 6 LF 6" WATER MAIN ►� W AND WATERWORKS BRASS BE ANSI/NSF 61 CERTIFIED. 8"x8"x6" TEE (MJxMJxFLG) W F- 6" VALVE LLI NOTE: lTffr �p I I I I 1 � FIRE HYDRANT PER CITY OF ALL SEWER MANHOLES ARE TO BE 48" INNER DIAMETER, MERIDIAN SD-W8 ■cc Z w co CONSTRUCTED PER ISPWC SD-501. W a 00 ® POTABLE/NON POTABLE MAIN J CO o THE SLOPE AND LENGTH OF SEWER MAIN IS CALCULATED CROSSING. REFER TO WATER NOTE ui Ld FROM INSIDE FACE OF MANHOLE TO INSIDE FACE OF 2 - SEE COVER SHEET 1.0. MANHOLE. r' INDEX MAP w �� ALL SEWER SERVICES ARE TO BE 4" DIA, PER ISPWC 05 POTABLE/NON POTABLE SERVICE SD-511A, CONSTRUCTED AT 2.00% MINIMUM SLOPE. 1 =250' CROSSING. REFER TO WATER NOTE 3 - SEE COVER SHEET 1.0. *SEWER SERVICE MUST BE CONSTRUCTED W/ CLASS � 1fl'�LAL ►�r,f 200 (SDR-21) PIPE. SEE WATER NOTE 3. �tC C,\5T , .y BENCH MARKS 6M TBM "11/07/2019' TBM #1 - 2538.57 - RIM OF EXISTING SSMH LOCATED IN ALLEY A/ELMSTONE INTERSECTION. SEE SHEET 5.2. Ov � TBM #2 - 2539.74 - RIM OF EXISTING SSMH LOCATED ID A 5 IN ALLEY B/ELMSTONE INTERSECTION. SEE SHEET 5.3. CHECKED BY: DAVID A. BAILEY P.E. DRAWN BY: JBD BL 0C1� 7 I I j j I I I I I I I 1 i i i I I I I I I I 1 i i I I 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 I I I I I I I 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 I I I 1 7 6 I 1 5 I 1 4 I 1 3 I 1 2 1 I I I I I I I I I I I I I O O O O O O I I I I I I I I I 1 SEWER LINE A i i i CONiS RI�CT 358 LF I I I I I I I I I I I I I I I I I I I I I I I I 0I SEE SHEET 5.1 I I I 1 I I I I I I I 1 18' WATER MAIN 1 1 I I I I 1 I I I I I I I I CONSTRUCT 25$ FI CONSTRUCT 51 LF 1 1 I I I I I 1 " I WATER MAI N I 8 WATER MAIN i i Z I 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 1 H O• l I 8+07.58 I I 7+67.58 1 1 7+27.58 6+87.58 1 1 6+47.58 1 1 6+07.58 1 1 5+71.92 1 1 5+27.58 1 1 4+87.58 1 1 1 I I I I I 1 1 4" 28'R i i 4" 28'R i i 4" 28'R i i 4" 28'R i i 4" 28,R i i 4" 28'R i i 4" 28'R i i 4'" 28 R8 1 i 4+ 28 R8 i i 4'" 28 R8 i i 4+ 28 R8 i i 4+ 28 R8 i 1 4+ 28 R8 1 _ 001 I cn I I I El 253R.56i i El 253R.561 1 El 2531.561 1 El 2531.561 1 El 2531.561 1 El 2531.561 1 El 2531.56 1 1 EI 2531.561 1 EI 2531.561 1 El 2531.561 1 El 2531. 1 1 El 2531.561 1 EI 2531.561 1 EI 2531.561 El 2531.56i N o I------i---J L-----i---J L-----i----� 1-- ---i---J L-----i-O-O L-----i---J L---t----J L-----T---J L----- _jV----- J L----- _j L----- -� L----- J 1 El J 1 J F 1 C6 1� I 5 I i 3 i--- I--- i-- i--- I--- i-3 ----I--- 0 w w _ 1 - w - w 1 w w lw I w 1 w w w w 1 w * w �-T CD1 I 1 N ~p M I I �-�I - I w w w w w w w w w w w w w w 4 11ii i1 5 1 0 5 5 j - 5�- 5 5 _ _ 5 1 �- 1 80° 5 - - 5 I _ _ 5 1 _ _ I I I I I _I > o 1 5 o I 5 _ _ 5 L 5 �_ _ - _ 5 J 4 aIIIII w D •L-H�• t�•�-•,�• �• •- + 5 •�• • 5 •� k}��• •-T-�l•�•�• CD T• 1 5 sr1L• I • o • 5 I• 5 I o - - z 1 1 I •�• s 1 I I I - I I �, � � I I Tim r7 • 2 IVI W I I I I I --- ----- 1---- 1----- ----- ------ ------- I1----- 1----- 1---- 1---- LO - -- s� 4" 16' 8 1 1 4" 16'L8 1 1 4" 16'L8 1 1 4" 16'L8 1 6+53.58 1 6+13.58 I 1 5+77.92 1 1 5+33.58 I 1 4+93.58 1 1 4+53.58 1 1 3+93.58 i r 3+53.58 r 3+13.58 r 2+73.58 r 2+33-- , F U 1 4» 16'L 1 1 4„ 16'L 1 1 4» 16'L 1 1 4„ 16'L 1 1 4„ 16'L 1 1 4„ 16'L 1 1 4» 16'L I 1 „ , 1 1 » I 1 I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 4 16 L 1 1 4 16'L 1 1 4" 16'L 1 4" 16'L 4" 16'L 4" 16'L 4" 16'L 4" 16'L 1 El 2531.36 1 El 2531.36 1 El 2531.36 1 El 2531.36 I El 2531.36 1 I El 2531.36 I I EI 2531.36 1 EI 2531.36 I I El 2531.36 1 I El 2531.36 I 1 El 2531.36 1 El 2531.36 I El 2531.36 I I El 2531.36 I El 2531.36 1 LL 7 t 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 SSMH B3 I I I I I I I I 1 1 1 1 1 1 SEWER LINE A i1 i1 i i i i I SSMH B2 I I I i 5.0 B1 (EX)-',--'SEE SHEET 5.1 PVC 00.6g 18" PVC ®0. 40 0 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 I I I I I I I I I I I I 30 0 15 30 60 17 ,� i 16 i 15 i i 14 i i 13 i i 12 i 11 i i 10 i i O i i O i 7 1 6 O I I O I I O I I O I O O I I I I I I I I I I I I I I I I I I I I I O I I I I I I I I SCALE IN FEET L 1"=30' Z r 2547 2547 0� Z 0 w - W � 0 Z W to a 254 N M o6 N 2544 I1 M O 'tLoN N LO 00 W �m oNH O � Z :3 O Q_ ON 2 N q. O � Lo m + Zmp N ~ ZZ FINAL GRADE J 254 _ LL � a 2541 to > N N W E (n FEZ W 253 - - --- ---- ---- -- - --- - ---- ---- - --- - -- --- --- - --- ---- ---- -- - --- - ---- ----- --- - -- ---- ---- --- - -- -- 2538 ~ W EXISTING G ADE W � 8" w ATER MAIN W 2535 253 C� r U (� 253 2532 0 B mraiv W � J �2FeLFPVCCVIDANOAPPROVED FOR®°.629; CONSTRUCTION C-C 252 2529 These plans and/or specifications have been reviewed for compliance with Meridian City Standards and Specifications. W 362 LF 8" PVC This review does not relieve the owner, engineer, or contractor 66 LF C_®0• 49' of the responsibility to design and/or construct those facilities in compliance with all current applicable federal, state and local laws, rules, regulations, ordinances, development agreements, DATE: specifications, orders or approvals, all of which the City retains DATE: 2019 252 2526 the right to enforce. Inconsistencies not noted by City staff shall PROJECT: not be construed as approved unless specifically addressed PROJEC2013-024 SEWER LINE B PROFILE in writing by the City. Any proposed revision to these plans must be submitted for review and compliance with the Meridian City SHEET HOR: 1 "=30' Standards and Specifications before said revision is constructed. VER: 1 "=3' 25?$+40 8+10 7+80 7+50 7+20 6+90 6+60 6+30 6+00 5+70 5+40 5+10 4+80 4+50 4+20 3+90 3+60 3+30 3+00 2+70 2+40 2+10 1 +8 523 Name Date KEYNOTES WATER METER LEGEND 10 11-1/4' BEND (MJ) Q co (PER CITY OF MERIDIAN STANDARD DRAWINGS W1,W2,W3 ALL SEWER MANHOLES ARE TO BE 48 INNER DIAMETER, 0 0 CONSTRUCTED PER ISPWC SD-501. V NC = & W5) AVILLA O 8" CROSS (FLG) LOCATION PER MERIDIAN SD-W9 IF METER SHARES LOT THE SLOPE AND LENGTH OF SEWER MAIN IS CALCULATED 3- 8" VALVES (MJxFLG) = C3 w LINE WITH FIRE HYDRANT. FROM INSIDE FACE OF MANHOLE TO INSIDE FACE OF 1- 8" ADAPTOR (MJxFLG) .i Z ~ MANHOLE. Z 3/4" DOUBLE METER SERVICE 30 REMOVE EXISTING BLOW-OFF Z WITH 3/4" METER SETTERS ALL SEWER SERVICES ARE TO BE 4" DIA, PER ISPWC F ASSEMBLY AND CONNECT TO 3/4" SINGLE METER SERVICE SD-511A, CONSTRUCTED AT 2.00% MINIMUM SLOPE. OF �Mi 1111 EXISTING 8" WATER MAIN. _ 5 WITH 3/4" METER SETTER CONTRACTOR TO FIELD-VERIFY MEMO! 0. *SEWER SERVICE MUST BE CONSTRUCTED W/ CLASS v LOCATION & ELEVATION OF EXISTING to SERVICE MARKERS TO BE PROVIDED PER MERIDIAN SD 200 (SDR-21) PIPE. SEE WATER NOTE 3. m WATER MAIN. = N SW-3. W Z tz w 0 4 REMOVE EXISTING SEWER CLEANOUT AND Ix = NOTE: BENCH MARKS 6M TBM ApNNF CONNECT TO EXISTING SEWER STUB. W THE CITY OF MERIDIAN REQUIRES THAT ALL WATER METERS CONTRACTOR TO FIELD-VERIFY LOCATION 6+1 w AND WATERWORKS BRASS BE ANSI/NSF 61 CERTIFIED. & INVERT ELEVATION OF EXISTING SEWER Z TBM #1 - 2538.57 - RIM OF EXISTING SSMH LOCATED MAIN. MEMO! Z5 IN ALLEY A/ELMSTONE INTERSECTION. SEE SHEET 5.2. pi zo 05 CONSTRUCT 6 LF 6" WATER MAIN L j < o TBM #2 - 2539.74 - RIM OF EXISTING SSMH LOCATED 30 0 15 30 60 8"x8"x6" TEE (MJxMJxFLG) J � - IN ALLEY B/ELMSTONE INTERSECTION. SEE SHEET 5.3. 6" VALVE ui J SCALE IN FEET MERIDIANRSD TW$R CITY OF �FIRE w N i 1„=30' INDE 2 0' © INSTALL 2" BLOWOFF ASSEMBLY CONSTRUCT 104 LF (FUTURE WATER MAIN EXTENSION PER I 8" WATER MAIN SEE SH MERIDIAN W-13) SONAL �NSTRUCT 46 LF EET O C'%S ry I I 28 8" WATER MAIN � 5 4 7 MERIDIAN CSI'T-TYPE' CLEANOUT PER �❑ti � 11/07/2019 I ---- i ® POTABLE/NON POTABLE MAIN CROSSING. REFER TO WATER NOTE 9+30.64 i I I I I i i I I i i i I I I II I 2 - SEE COVER SHEET 1.0.4" 42'R I I I I i i I I I I I I I I 09 � O F_,EI�2531.90 POTABLE/NON POTABLE SERVICE6 CROSSING. REFER TO WATER NOTE {D � 8 O 1 18 i i 19 i i 20 i i O I I I I 23 I 1 24 I 1 25 1 26 1 32 i i 33 3 - SEE COVER SHEET 1.0. O I I O I I O I I 27 i i 28 i i 29 i i 30 i i 31 i i O I I 3 I I I I I I I I I O CHECKED BY: 7 _ w O I 8*0 WA �U T' 55 LF CONSTR�J T 1309 LF ' I I I I I I I I I DAVID A. BAILEY P.E. o _ w 8" WAT1E AIN i i i i i i 8" WATER Iv�AIN I I I I I I T 1 1 I N �TRUCT 41 L I � 1M i i i i i i CO S ERUCT 257 L i i i � � F I I 1 WATER MAI I I I 1 WATER MAIN 1 i DRAWN BY: w 1 1 1 I I I I I I 1 1 1 1 1 1 I 1 1 1 I 1 I - I I 1 JBD 7+84.76 7+42.21 7+02.21 6+62.21 6+22.21 5+82.21 5+43.50 5+02.21 w + w I 1 4" 28'R 1 i 4" 28'R I I 4" 28'R i i 1 1 1 1 i i i i 1 1 4+42.21 4+02.21 3+62.21 3+22.21 1 2+82.21 1 1 1 1 1 s n n ' „ I I I I I I I I n 1 1 2+42.21 1 1 2+02.21 1\9 w 12531I I 1 1 4' 28'R 4 28 R 4 28 R 4 28 R 1 1 4 28 R 1 I 4" 28'R I 1 4" 28�R 1 1 " n 4 28 R I 4 28 R I I 4" 28'R 4" 28'R i �_ El .80 EI 2531.80 EI 2531.80 EI 2531.80 EI 2531.80 El 2531--1__0 El 2531.80 EI 2531.80 EI 2531.80 EI 2531.80 El 2531.80 El 25311 80 1 1 El 2531.80 1 1 El 2531.80 1 1 El 2531.80 1 PVC w Z t ---J L----- 1---J L-----�---J L-----�---J L ----�---J L-----�---J L-----r---J L------I---J L----- T----I L----- J L----- ---J ----- ---J L----- ---J L----- ---J L- --- ---J ®O • - w 1 1 i i 1 I I I I I --- o ` w 9 I 5 I I o o w 4- - o - - - - - I I - I - I - - 9 I I I I I i 3 SSCO C5 �� w w I w w w w r 1 - I - - I - - 1 - - - - I 1 � � 1 5 I • 2 ( 9 I 9 - I w w w w w w w w w w Iw w w1 - - - I - I - - - - I - 1 _ - - I 9 _ -L _9 _ i g o _ �I _ _�1 w w w w -- 9 I 1 f I 1 0 1 a - _ -� 9 LL _ _ I 9_ - -- _ 1 w w I w w w p --- - • •T_ _1T•�• o - - _ 9 - 9 4 - I 3 / - - - - - - -� • • I •t-s-Tls � T, •- • I •�-� o s s��, s s I s�� s -o • I • I s - o u - - - ( � SSMH C4 I 9 1 1 9 1 I I - - - - - - - 1- • - • - I +� ------ ------ _ _ _ i 9 SSMH I C3 I I 1 1 9 1 I 9 1 9 1 1 9 1 9 1 - - BM 2 _ r __ 1 --�--- -- 1 = 1 1 7+78.76 1 r 7+48.21 r 7+08.21 r-6+68.21 r 6+28.21---� r 5+88.21---� r 5+49.50--- r-5+08.21--- --- -----� -- -----� ---1--- - --- - --1----- = -==- = - n n r 1 ---- ----- 1--- 0 1 4 16 L 1 1 4 16 L I I 4' 16 L I 1 4 16 L I 1 4 16 L I I 4" 16'L i i 4 16 L 1 1 1 4�+48�21 1 1 4+08.21 1 1 3+68., 3+28.21 2+88.21 2+48.21 2+08.21 4 16 L I 1 4 16 L I I 4" 16'L I I 4" 16'L i i 4" 16'L i 1 1 1 n 1 1 n 1 3 1 4 16L I 1 4 16L I 1 4 16L I El 2531.40 El 2531.40 1 1 EI 2531.40 1 1 EI 2531.4 1 1 EI 2531.40 1 1 El 2531.40 1 1 El 2531.40 1 EI 2531.40 1 1 i i i i i i i i � 1 1 1 1 EI 2531.40 EI 2531.40 El 2531.4 - I 1 1 I I I El 2531.40 I 1 1 1 1 1 El 2531.40 1 1 El 2531.40 1 1 El 2531.40 i a O 8 P / I®0.42% 1 1 I I I I i ,� 1 i i 1SSMH C2 i 1 I I I I I I I I I SEWER ILIN 3 8 PVC ®0.42t 1 1 ' ' ' ' 1 1 1 1 I PVC ®0.40 »i i i i SsC �1 (EX) - - _ E D 1 I I I I I I I I I I I I I - - - - - SEE SHEET 5.4 W a I I I I I I I I I I I I I I I I 1 1 1 N o 17 • � i 16 i i 1 1 I I I I I I I I I I I I I I I I I I I I I I 1 1 1 > -- -- -- -- -- O O i i 15 i i 14 I I 13 I I 12 i i 11 i i 10 i i 9 i 8 � 7 � � 6 � � 5 � � 4 � �O O O i 17 W o I I I I I I I I I I I I I I I I I I I I I I 1 � z W LO 2547 2547 _ U w 0 LL W 1q 0 00 N (0O ^ O O w 254 � � � Cq � � � N x0 � � 2544 M � II N NN cD � N U �`� ONI- U) 00 O I� N N � L + LOZ = �jOnN a_ 1� U + M O O � NN � Pr) Naj N 2 �N - 0 + L6 00N 6 ,* 0o60ON U + � � � N ~ � ZZ FINAL GRADE c) U) + + � N N ? 21� N 0 (n (n � - - N ~ � Z Z 254 cn cn x N ao N Z Z 0 ' a > cn cn . M » > cncn � _ 2541 C� 0 N NFrz zz t\ EXISTING GRADE 253 .� LL O 253 8" WATER MAIN W J 2535 W W V) 253 2532 W Q y Q W Q�B IDIAN AP P R V E D F R C�1 f� 1 DAN O O W 252 CONSTRUCTION 2529 These plans and/or specifications have been reviewed for compliance with Meridian City Standards and Specifications. 0� r 1 This review does not relieve the owner, engineer, or contractor V of the responsibility to design and/or construct those facilities in compliance with all current applicable federal, state and local O 252 laws, rules, regulations, ordinances, development agreements, 2526 specifications, orders or approvals, all of which the City retains the right to enforce. Inconsistencies not noted by City staff shall Li j not be construed as approved unless specifically addressed _ in writing by the City. Any proposed revision to these plans must 1 2 LF 8" PV 00.427. be submitted for review and compliance with the Meridian City 252 _ o Standards and Specifications before said revision is constructed. 2523 I I I 7 LF C-C ICI 53 LF 8" P C ®0.42% Name Date 257 LF C-C 334 LF 8" PVC 00.407. 338 LF C-C DATE: 252 2520 11-07-2019 PROJECT: -d C2013-024 SEWER LINE C PROFILE SHEET HOR: 1 "=30' 7 VER: 11 1 "=3' 25110 20 9+90 9+60 9+30 9+00 8+70 8+40 8+10 7+80 7+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 +8�517 KEYNOTES Q C = Q co _ co coa) 0 11-1/4' BEND (MJ) 0 .IT 1 o °1 AVILLA J N 20 CONSTRUCT 11 LF 6" WATER MAIN �= Z 8%8%6" TEE (MJxMJxFLG) L 6" VALVE Z FIRE HYDRANT PER CITY OF z Mpo: ERIDIAN SD-W8 = 30 INSTALL 2" BLOWOFF ASSEMBLY a_ SEWER LINE C m (FUTURE WATER MAIN EXTENSION PER SHEET 5.3 MERIDIAN W-13) WSEE Z LLJ 7 O i i DgpyyF ® CONSTRUCT 'T-TYPE' CLEANOUT PER ►� W `4 CONSTRUCT 21 LF i MERIDIAN S1. L,LI w ----------- i a 8" WATER MAIN , 0 ' — Z w O CONSTRUCT WATER MAIN THROUGH ■� 0 P' P » 3 . EXISTING STEEL SLEEVE. SEE CREASON T as _as as—L� - P, -- - - P, - LATERAL PLANS. APPROX. STEEL SLEEVE W a 00 - INV = 2528.4 � o L — CONSTRUCT 64 LF S 6 , Ld o ___ _ © POTABLE/NON POTABLE MAIN w 8- WATER MAIN 3 - = ' - O CROSSING. REFER TO WATER NOTE Q _______ i EILNDREX MAP 2 - SEE COVER SHEET 1.0. V w o0 ----------- CONSTRUCT 72 LF 250' 70 POTABLE/NON POTABLE SERVICE un a Q ��-- 3 I • 8" WATER MAIN CROSSING. REFER TO WATER NOTE z w w W w w ,iw1 3 - SEE COVER SHEET 1.0. a119AL � w w M 2 _ M J = o 5 � im �-i 1 M � 6 nI I I 6 - _ "� nn M CL 11/07/2019� � w �I m u � - V n I 3 Cn Ill y - 3 0 - - iu� - o SSCO D 1 - N • ----------------------------------------------------- u o O p til(r -------- mi +I 3 �m I 4 uu ---------- 0 _ = CHECKED BY: DAVID A. BAILEY P.E. DRAWN BY: SSMH 94 JBD 8 PVC 00.42% cn i ,� � - N s IIO S EWER I »> Ee SR vRE I I I EET S.3 0 2 U U) W Uj 30 0 15 30 60 N SCALE IN FEET Z 1"=30' W ''nn � J u ! WATER METER LEGEND _ U (PER CITY OF MERIDIAN STANDARD DRAWINGS W1,W2,W3 & W5) Lj— • LOCATION PER MERIDIAN SD-W9 IF METER SHARES LOT 254 2544 LINE WITH FIRE HYDRANT. 0 0 SSCO D1 I 3/4" DOUBLE METER SERVICE SSMA C4 STA:2+57.51 O WITH 3/4" METER SETTERS STA: +69.07 RIM:2 38.52 I 3/4" SINGLE METER SERVICE n d WITH 3/4" METER SETTER L.L RIM: 538.74 INV UT:2522.43 "N SERVICE MARKERS TO BE PROVIDED PER MERIDIAN SD 254 INV IN:2522.20 "W 2541 SW-3• Z INV IN:2522.20 "S v Z INV OUT:2522.10 8"E THE CITY OF MERIDIAN REQUIRES THAT ALL WATER METERS p� 0 AND WATERWORKS BRASS BE ANSI/NSF 61 CERTIFIED. _ W NOTE: ALL SEWER MANHOLES ARE TO BE 48" INNER DIAMETER, 253 2538 CONSTRUCTED PER ISPWC SD-501. Z FINAL GRADE " 2 C-900 THE SLOPE AND LENGTH OF SEWER MAIN IS CALCULATED EXISTING GRAD �j TORM DRAIN FROM INSIDE FACE OF MANHOLE TO INSIDE FACE OF MANHOLE. ALL SEWER SERVICES ARE TO BE 4" DIA, PER ISPWC 0 253 2535 SD-511A, CONSTRUCTED AT 2.00% MINIMUM SLOPE. W *SEWER SERVICE MUST BE CONSTRUCTED W/ CLASS J 200 (SDR-21) PIPE. SEE WATER NOTE 3. D W 2532532 BENCH MARKS 61 TBM W v ,� 'n TBM #1 - 2538.57 - RIM OF EXISTING SSMH LOCATED IN ALLEY A/ELMSTONE INTERSECTION. SEE SHEET 5.2. I ' I TBM #2 - 2539.74 - RIM OF EXISTING SSMH LOCATED W IN ALLEY B/ELMSTONE INTERSECTION. SEE SHEET 5.3. Q 252 2529 W U (� 252 2526 0� 0 C%WE I 1 APPROVED FOR W J — 252 CONSTRUCTION 2523 N F-=r58 LF 8" PVC �0•42� These plans and/or specifications have been reviewed for LF C7 compliance with Meridian City Standards and Specifications. W This review does not relieve the owner, engineer, or contractor of the responsibility to design and/or construct those facilities V / in compliance with all current applicable federal, state and local 252 2520 laws, rules, regulations, ordinances, development agreements, specifications, orders or approvals, all of which the City retains DATE: SEWER LINE D PRO I LE the right to enforce. Inconsistencies not noted by City staff shall 11-07-2019 H 0 R: "=30' not be construed as approved unless specifically addressed PROJECT: in writing by the City. Any proposed revision to these plans must C2013-024 VER: 1 "=J' be submitted for review and compliance with the Meridian City SHEET 2 Standards and Specifications before said revision is constructed. 251 f+80 2+10 2+40 2+70 3+R 1 Name Date K5e4 -A I I ILU II W a v O V 0 I 11 LIIIiII II __33 r_JIIiiII II LIIiiII _2 —_ IiIIJII I KEYNOTES EYNOTES \\\\\\\ \\\ � L B � G M° LOSI ° i 0 \ Q' 8» 45° ELBOW o 000NSTRUCT PRESSURE IRRIGATION N AIR RELEASE VALVE. SEE DETAILBOX COVER OBLITERATE w8" 45° ELBOW DOMESTIC WATER METER AIR RELEASE VALVECONSTRUCT 5 LF L ___ L BLOCK THIS SHEET. FBLOCK 8 1 " 200 PSI RATEDBLOCK 38" P-IRR PIPE; L __-___ _ DCONSTRUCT PRESSURE IRRIGATION WORDS "WATER METER" OR EQUIVALENT Z RR R P R R —R —IR R FORD NO. x43 casT IRON DRAIN SEE DETAIL THIS SHEET Z IR IR IR IRR WITH 13 Y2 LOCKING LIDS 4 LF 5 8" P-IRR PIPE ________ - -------- r REMOVE EX. TEE & WESTERN CL BLOCK, 89L VALVE & CONNECT TO SOUTHERN CONSTRUCT 16 LF VALVE. FIELD VERIFY ELEVATION & 6" Z 8" P-IRR PIPE CONSTRUCT 63 LF LOCATION PRIOR TO W 4 —IRR PIPE CONSTRUCTION. � Uj I�_ WWz 4" 22.5o° ELBOW 04 20 PVC INSTALL (2) 2» SCH 80 SLEEVES. N ADDITIONAL SLEEVES MAY BE Z W "@UM8 in x 8 in x 8 in" ???° ELBOW ' wNECESSARY. COORDINATE W/ o\\ ° coDEVELOPER. JI \ \\\\ \\ ww w-7 w w p w w wj il WA/ VLLA Up w_ MIN 1 CU. YD. - I \ DRAIN ROCK TO s SI s s s I s -s BOTTOM OF VALVE s Is FOR SUPPORT CL 11/07 1ST tys PI PI PI PI PICL w I PI I l PI PI�PI PI PI____----- "4 91 ELB AIR VENT STATION DETAILCONSTRUCT 95 LF IPECONSTRUCT 625 LF ' BLOC17 CONSTRUCT 397 LF O 4» P—IRR PIPE P—IRR P 4„ 90° ELBOW NOT TO SCALE OF 1 1 1 i I I A.P-IRR PIPE Z I I I Q i Q 7L--------------------J CHECKED BY:-------------------- CONSTRUCT 26 LF 4O P—IRR PIPE DAVID A. BAILEY P.E.pa 1r IO DRAWN BY: JBD _J L__1 J ` 1 v I IL I — // / 7 E w w Tw —w I w w w�-w Iw w w ————————————— - Wa3` II1I IIII ISALIII1II I I I II -_-- J—I1IoIlI I il 1 I I1 J II aaIaa I IIII o1 III S 3 333 BOX\/\COVER. \/O \�B/\\\/L\\IT\\\\/E \\R°\/A\\\\ T\\E VALVE ALVE\\/\SUCH w�: 111111 \\AS FORD I 5AN DOMESTIC WATER METER 1X " CURB STOP BALL 1� I 5 S WORDS "WATER METER" B11-666SW J— FROM LID. FORD NO. X43J--- -j--- CONSTRUCT 5 LFr — --F ---T CAST IRON WITH 13Y2 CONSTRUCT 91 LF 4 P—IRR PIPE LOCKING LIDS L---- -------_____J 4" P—IRR PIPE CONSTR 8 LF 4" P—IRR PIPE____________________, e 3 \\ \ \\ o ZLQ ZCONSTRUCT 54 LF CONSTRUCT 82 LF \ \ O 4" P-IRR PIPE i 4" 90° ELBOW 4" P—IRR PIPE \\ 0" PVC _ 8" C-900 SLEEVE __J L-----J L_____ BLOC, L1S IX----- J L J N-----J L-----J L(2) 4" P-IRR VALVES PI PI 116 LF PI PI 4" P-IRR PIPEA 4 TEE PI 2 CONSTRUCT 10 LF 1 L 17 CONSTRUCT 529 LF >i 4 45 ELBOW \8"x8"x4" TEE RR R 6 Z4" 45° ELBOW CONSTRUCT 66 LF CONSTRUCT 52L 4„ P-IRR PIPE \ 4" P-IRR PIPE 4" P-IRR PIPE 4" 45° ELBOW P RR R RR IN 1 CU. YD. IRR i�F �— 4 45' ELBOW ss RR Irt R R IR R F� IR PIPE DRAINOCK TO r-------------------- 4" TEE BOTTOMOF VALVE N PI I PI PI -PI PI PI P PI PI PI I I FOR SUPPORT 4" 11 .25° EWI I I W� v JFaQo_ LBO Y/— !Ju/n 8 CONSTRUCT 2 LF E----- ----- r----- ----- BLOC 18 o ' ---� F------I F------1 F------I r -I r-----7 F------rCONSTRUCT 49 LF 4� P—IRR PIPE $" P—IRR PIPE 4„ TEE CONSTRUCT 86 LF CONSTRUCT 5 LF 4„ P—IRR PIPE 4" 45° ELBOW DRAIN VALVE DETAIL —IRR PIPE i I i i NOT TO SCALE OCONSTRUCT 51 LF \4" P O 28 2 CONSTRUCT 8 LF, 4" 45' ELBOW 8" P—IRR PIPE I3 4„ P—IRR PIPE CONSTRUCT 89 LF 1 1 1 1 14" C-905 SLEEVE \ I I I I CONSTRUCT 5 LF 14 P—IRR PIPE 4 P—IRR PIPE(2) 8" P-IRR VALVES w T_J L---r-Ji L J L___r_J L___r_J L___ J L___ J L___ L J L J _ J I I L__— J I I _r_ _ _ LL I I t ill 1 1 ___ L___ _ w w w w w w w w C;d EL s w� s s s I sq • z E 0 - r r- r r r r rCONSTRUCT 69 LF 8» P-IRR PIPE CONSTRU CT' 27 LF 4» 45° ELBOW 4» P—IRR PIPE 7 8" C-900 SLEEVE 3 (2) 4„ P-IRR VALVESCONSTRUCT 92 LF CONSTRUCT 8 LF 4" P—IRR PIPE P—IRR PIPE OL---- L-----J L-----J L-----J L-----J L-----J L-----19. J L----- 4" TEE PI_ . PI PI P WJPI PI PI PI CONSTRUCT 61LIF 5O 0 L^ 50 100 CONSTRUCT 99 LF 4" P-IRR PI O 4" 45' ELBO w DW 4" P-IRR PIPE a 5_ SCALE IN FEET 0 > CONSTRUCT 5 LF 1" = 50' Q 4" P-IRRPIPE V --------------- ------------------------------- Plans Are Accepted For Public � d-------- $D Street Construction W By stamping and signing the improvement plans, the Registered Engineer ensures the District that the plans conform to all District policies and standards. Variances or waivers must be specifical >_ — UZ_W• QQQ®Q©Q®Q123579 1 - �B �ioTly w and o Tpre viously approve d by the Dist rict in writing. Acceptance of the improvement plans by the District does not relieve the Registered Engineer of these responsibilities. 3" SDR 21" PVC RISER EXTED 18" ABOVE GROUND BY DATE: 3" x 4" x 6" CINDER BLOCK (OR EQUAL) ADA COUNTY HIGHWAY DISTRICT ry 1 O 3" SDR 21" PVC RISER EXTED 18" ABOVE GROUND 4" x 3/4" SADDLE MINIMUM 3" x 4" x 6" CINDER BLOCK (OR EQUAL) 4" MAIN LINE MINIMUM N J �t12 5Q 3/4" POLY PIPE 200 PSIA-A APPROVED FOR 4" x 3/4" SADDLE MINIMUM '� © 6" x 3/4" 200 PSI POLY 18" ABOVE GROUND v ) 4" MAIN LINE MINIMUM LEGENDCONSTRUCTION ' M' o� � � 3/4 BASS COMP. COUPLINGS \8" x 3/4" BRASS NIPPLE �\ SUBDIVISION BOUNDARY LINE These plans and/or specifications have been reviewed for� illIS � 3/4" BRASS CURB STOP 6" x 3/4" 200 PSI POLY 18" ABOVE GROUND ROCK CHIPS compliance with Meridian City Standards and Specifications. CENTERLINE 3/4" BRASS CURB STOP 3" FEMALE ADD. This review does not relieve the owner, engineer, or contractor ROCK CHIPS 3 LOCATOR WIRE RIGHT-OF-WAY LINE of the responsibility to design and/or construct those facilities 3" FEMALE ADD. LOT LINE in compliance with all current applicable federal, state and local ® LOCATOR WIRE 4 3" PVC PLUG 3 7 g laws, rules, regulations, ordinances, development agreements, DATE: Q 3" PVC PLUG MARKER STEEL "T" POST 4 -PRESSURIZE IRRIGATION SYSTEM TO BE specifications, orders or approvals, all of which the City retains 11-07-2019 ® MARKER STEEL T" POST 5 2 PI CONST. PRESSURE IRRIGATION LINE PRIVATELY OWNED AND MAINTAINED BY THE JUMP the right to enforce. Inconsistencies not noted b Citystaff shall PROJECT: 8 WITH IRRIGATION RISER CREEK HOMEOWNERS ASSOCIATION. not be construed as approved unless specifically addressed C2013-0241 CU U/A 5 g ® GATE VALVE W/RISER BACKUP R-CITY OF MERIDIAN MU FOR THIS WATER DEVELOPMENT.THE in in writing by the City. Any proposed revision to these plans must SHEET be submitted for review and compliance with the Meridian City TYPE A RISER SHORT SIDE SERVICE DETAIL G MAINLINE DRAIN A REDUCED BACKFLOW PREVENTION ASSEMBLY IS Standards and Specifications before said revision is constructed. TYPE A RISER LONG SIDE SERVICE DETAIL LOCATED IN LOT 9, BLOCK 2 [JUMP CREEK NOT TO SCALE NOT TO SCALE G AIR RELEASE VALVE -COMMION SION AREA FOR ASSESSMENT: 3.99 acres Name Date 6st O 2 D " cm 3 LEGEND v o o ° j Q [g as 3 2 0 1 2 1 0 9 BL 0 CK U O O O O O O - - SUBDIVISION BOUNDARY LINE _ Q z > 3 CENTERLINE 00 N a I I j i i I I I m ------------- I \\\\\I.RR\\\ \\ 2\0\ IR�R—�L ��E1 I I I BLLIIIIiII I 1 r O-_C_K_1 8 8_IJ —IIIIIIiI II I I RP-IIIIIIiI II1 I B3— ILR__O_C Jr III1IiI I11 I I1 8 -- --�33 R� RIGHT-OF-WAY LINE �■•=��=�� aZ PI PI BLOCK 3 LOT LINE C�ZPI R IR PI IR IR Z IR R R R RR R R R -------•� r--------� r--------� r--------� • PI CONST. PRESSURE IRRIGATION LINEr ----- FriBLOCK; B WITH IRRIGATION RISER ------------OCKBL ® GATE VALVE W/RISER WMAINLINE DRAIN �—SLU tZ H�o)OZH n G AIR RELEASE VALVE LWwZ[ 14 #77777C STREET LIGHT NUMBER co W < 00 cc L� u1 W L_____ L____ L____ L---_J NOTE: UNLESS OTHERWISE SPECIFIED, STREET LIGHTS <"�- J3' o ARE TO BE TYPE 2 PER MERIDIAN STANDARD w w w + DRAWINGS T1 & T2.L_-----------______JI h w w w wow wow w w w— W--�I VS Ir I-L-Lr--A--1b�I R. —J, -S I, -- -_� - - STREET LIGHTS ARE TO BE INSTALLED PER CURRENT oic \ NsATL 5 5 s s CITY OF MERIDIAN SUPPLEMENTAL SPECIFICATIONS. ' C'\ ePI -- � -P 11/07/2J�{0'C1 9 PI-P I r------i r------i r------ Gf� �lI1I1 y-A I1rI IIr1L 0IrO�--`0------------------O222854--------------------�JJIIII�j IF I Ii i---_ --_° •mD-vrI-Z—"�NN�' III1 II II ��f ° �5ro�1kf>``7\vII�I I N.-—'E�iIiI°-IIIIIIIIIr L IIII_IIII II♦_J_-1r--1-_87�—r—_S-J IIIIIII II IIIIIIIII II1- -IIIIIII rI IIIIIIIII II1 -��TJ1-158�—r—_1IIIIIII I IIIIIIIIII IIIIIII rI IIIIIIIIII _sJ_�11—_45J—r—_1IIII III I IIIIIIIIII �IIIIIII rI�IIIIIIIIII _-J_1_1_34�_rIII __sJ IIIIII I IIIIII IIII -IIIIII II LIIIIIIIIII _wLJ_�1_1_23C�_r__�/-�JJIIIIII II IIIIIIIIIII w�I�IIIII II IIIIIIIIIII.//_8-J__1-1_12-_F_IA--—w�JI1IIIII II IIIII IIIII sI1IIIII II LI1IIIII II _�-P_I-1 r101_�--J_I1IIIII II III IIIII SPIIIIIII II ILIIII III II T-_--_O-1_o-r--JPIIIIIII II IIIII III II IIIIIII II ILIIIIII II --B-_OOL8_OrPI _CJIIIIIII II 1_7JP_OI O 7_r-_JIIIIIII II III III�I1 PI Og- IIIIII II ILIIIII�I I IIIIIIIII II II II�I-sIIIII IIII rI LIIII kI 1-I _- _-_-- Fd- V0 o �STREET LIGHTING <01 1. All street light construction shall be done in accordance with the A 7 current version of the ISPWC, the Meridian Supplemental L---------------_____ I Specifications to the ISPWC, and the National Electric Code. 2. A street lighting electrical permit shall be opened prior to starting CHECKED BY :r--------------------, I work. Use the online Citizen Portal at DAVID A. BAILEY P.¢E�.I O 1 1 https://citizenportal.meridiancity.org/Citizen Access/ to open a DRAWN BY: I I permit and request inspections. Lill- I I JBD _ ----- -----J 3. Installation will require Inspections for the concrete base L w w w w d reinforcing, bedding, backfllr and for the pole and associated wiring. w w w w LF -w - 1w 4. Street light bases shall be located 10'min. from trees, 5'min. - I I _ III from fire hydrants and 2'min. from water meters. S S 5. Keep accurate notes of conduit, junction box locations. Attach a s redlined as built drawing of this plan sheet to the street lighting 1 r1 -Ir- electrical permit, or submit a hard copy to the Meridian Public Works I Department prior to requesting final inspection. 6. Contact the City Transportation and Utility Coordinator (208) L 8985500 for questions regarding Utility Conflicts, or to access ______, I I locked meter pedestals.______________ 17U Zo J L - J L1 -------------------- J L------ L J L-----J L-----J J L----- IIBLOCK LLB w PI PI -PI P PI FI- PI PI PI PI PI- PI- � �1I [A ........-2 — — III II II II a- �a A-- 7-a I II 3 3 33 .--_-- --_--- -_- - —s-- C�VI B IDIDIAANNO WIRR IRR IR 17 � LO z IR IRR IRR IR IR RR IRR IRR IR— R RR IRh IRR IRR IRPI PI PI PI- w PI —PI PI PI PI PI PI —PI PI- PI- PI —PI r------7r J r-----Jr-----J r------ ------ r------ r-----, BLOC 18 I JI I r JI r , r , r-----, I r-----,I I r-----,I 2 J fit U wrmWVrVLO70 J L---r- - J L---rJ L---r IL--- JL--- -JI L - J I I J L---r J tL--- -J L wIALLEYALr w w IwII w s s- S s � q s JI___ i — -1 F _ -I F — I F e L J L-----J L-----J L-----J L-----J L-----J L-----J J L----_JI L .BLOC 19. _____J _____J 47 PI P P w W - W> ------------- ---------- --- -- -- -- 55 50 0 25 50 100 SCALE IN FEET 55 1" = 50' W APPROVED FOR CONSTRUCTION These plans and/or specifications have been reviewed for compliance with Meridian City Standards and Specifications. This review does not relieve the owner, engineer, or contractor of the responsibility to design and/or construct those facilities in compliance with all current applicable federal, state and local laws, rules, regulations, ordinances, development agreements, specifications, orders or approvals, all of which the City retains DATE: the right to enforce. Inconsistencies not noted by City staff shall 11-07-2019 not be construed as approved unless specifically addressed PROJECT: in writing by the City. Any proposed revision to these plans must C2013-0241 --- s (—L— OJrV0J- )^J,I be submitted for review and compliance with the Meridian City SHEET Standards and Specifications before said revision is constructed. Name Date6e2