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HomeMy WebLinkAboutConstruction Plans Approved Q M E SEWER DEVELOPMENT PLANS FOR = � COa) GENERAL 1. Construction of the sewer system shall conform to the standards in the GENERAL LEGEND V o 0 Wastewater Rules IDAPA 58.1.16 as well as the standards and _ ( ' FOXCROFT SUBDIVISION NO . 3 1. All construction work shall be done in accordance with the current version of the specifications referred to in General Construction Note No. 1. Idaho Standards for Public Works Construction (ISPWC), the City of Meridian 2. The horizontal separation of potable water mains and non-potable water SS EXISTING SEWER LINE ■y Z ~ (sanitary irrigation) W EXISTING WATER LINE A PORTION OF THE SE 1 4 OF THE NE 1 4 OF SECTION 10 Z Supplemental Specifications to the ISPWC (and any addendums), Meridian Design mains sanitar sewer, storm drain, and irri ation shall be a minimum of Z ten (10) feet. where it is necessary for potable water main and TOWNSHIP 3 NORTH, RANGE 1 WEST, BOISE MERIDIAN G� Standards and the requirements of the Ada Count Highway District (ACHD). The Y P SD NEW STORM DRAIN 5 q Y g Y ( ) MERIDIAN, ADA COUNTY, IDAHO = more stringent of an of these standards shall be the controlling standards or non-potable water main to cross with less than eighteen (18) inches of ■� a 9 Y 9 W NEW WATER LINE 2022 _ o specifications. vertical separation, the crossing shall be constructed in accordance with S NEW SEWER LINE = C3 N Section 542.07 of the Idaho Rules for Public Drinking Water Systems (IDAPA Z UJ 2. The Contractor shall have a copy of the latest City of Meridian Standard Specifications and Drawings on site or readily PI NEW PRESSURE IRRIGATION LINE UJ 58.01.08) and Section 430.02 of the Wastewater Rules (IDAPA 58.01.16). W/SERVICE � accessible at all times during construction (available on the website). Failure to have access to a current copy of the 3. The horizontal separation of non-potable services and potable water services y� NJ LU UJStandard Specifications on site could be grounds for a stop work order until the situation is resolved. x x x x x x EXISTING FENCE Z or potable water mains shall be a minimum of six (6) feet. Where it is FULLER PARK 3. The Contractor shall have plans stamped "Approved for Construction"by the City of Meridian on site at EP EXISTING EDGE OF PAVEMENT 0 ■� all times. necessary for a potable water main and non-potable water main to cross EP NEW EDGE OF PAVEMENT PROJECT CHAPARRAL cc Z ui M with less than eighteen (18) inches of vertical separation, the crossing shall rn W < co 4. All Contractors, Subcontractors, and Utility Contractors shall attend a pre-construction conference prior to start of work. ------------------- SAW CUT LINE ELEMENTARY � o be constructed in accordance with Section 542.07 of the Idaho Rules for SCHOOL BERKELEY THUNDER � U) w 5. Contractors shall notify the appropriate agency when materials are on site or inspection of the work is BOUNDARY LINE CREEK 5 w Public Drinking Water Systems (IDAPA 58.01.08) and Section 430.02 of the -- -- Y SQUARE required. No work may begin on any project without Twenty Four (24) hour prior notice. _ _ _ _ - o w ROADWAY CENTER LINE C� 6. Contactor shall notify the Public Works Inspector 48 hours prior to the required testing. The Contractor may not open or Wastewater Rules (IDAPA 58.01.16). o� ROADWAY RIGHT-OF-WAY MOSHERS FARM r close water valves. 4. Place sewer service lines in a six (6) inch diameter water class pipe sleeve w l 7. All material furnished on, or for the project must meet the minimum requirements of the approving agencies. At the wherever the service line crosses a storm water treatment facility (�•e., - - - - - - - - - - EASEMENT BOUNDARY NZ FOXCROFT � SOMMERSBY request of the approving agency or the Design Engineer, Contractors shall furnish proof that all materials installed on this seepage beds, drainage swales). LOT LINE v _ SU NDoIV1210N NO 2 ��S\ONAL FNG� meet the specification requirements set forth m General Construction Note No. 1. _ _ 0- - CREEKSTONE G�sTF project P q - 24� EXISTING CONTOUR 8. Work subject to approval by any governmental agency must be approved prior to (A) backfilling trenches for pipe; (B) g00-� FINAL GRADE CONTOUR W. PIN �� 05/02/2023 placing of aggregate base; (C) placing of concrete; (D) placing of asphalt paving. WATER STATION ELEVATION @ STATION FOXCROFT POINT (TOP BACK OF ROLLED SUBDIVISION 17882 9. Inspection, approval and final acceptance of all water and sewer construction shall be by the Public Works Department, MILE HIGH THE CATERBURY cn/ o and their decision shall be final. Such inspections shall not relieve the contractor from the responsibility of performing the CHESTERFIELD PINES COURTYARDS COMMONS 1. Construction of the water system shall conform to the standards in the Idaho ELEVATION CURB UNLESS OTHERWISE NOTED) N0. 4 No. 1 SUBDIVISION AT TEN A NO. 1 � TF OF work in an acceptable manner in accordance with the DEQ/QLPE approved construction plans. Rules for Public Drinking Water Systems (IDAPA 58.01.08)" as well as the = TOP VERTICAL [FUTURE] MILE ��'�N S. CAP\ 10. Any deviation from the approved plans and specifications must have the applicable agency approval in writing prior to TVC 0 BACK VER CAL standards and specifications referred to in General Construction Note No. 1. TRC = TOP BACK ROLLED CURB CHESTERFIELD construction. 2. The horizontal separation of potable water mains and non-potable water mains TRLC = TOP REVERSE LIP CURB NO. 3 11. Prior to beginning installation of street lights, the electrical contractor shall obtain an Electrical Permit from the Building UNPLATTED CHECKED BY: (sanitary sewer, storm drain, and irrigation) shall be a minimum of ten (10) PC = POINT OF CURVATURE DAVID A. BAILEY P.E. Division of the Meridian Public Works Department. Any deviation in street light locations from the approved plans must be feet. Where it is necessary for a potable water main and non-potable water PT = POINT OF TANGENCY RAILROAD DRAWN BY: approved in writing from the City Engineer. FL = GUTTER FLOW LINE � RAILROAD Zim 12. All lot, block street, right-of-way and easement dimensions shall be taken from the final plat of: Foxcroft Subdivision main to cross with less than eighteen (18) inches of vertical separation, the GB = GRADE BREAK crossing shall be constructed in accordance with Section 542.07 of the Idaho GC = GRADE CHANGE � No. 3. �c` UNPLATTED 13. The Contractor shall maintain all existing drainage facilities within the construction area until the drainage improvements Rules for Public Drinking Water Systems (IDAPA 58.01.08) and Section 430.02 El = END INVERT SEWER SERVICE UNPLATTED are in place and functioning. of the Wastewater Rules (IDAPA 58.01.16). SANITARY SEWER MANHOLE UMBRIA �lF. 3. The horizontal separation of non-potable services and potable water services or G� 14. All Contractors working within the project boundaries are responsible for compliance with all applicable safety laws of any P P P �F jurisdictional body. The Contractor shall be responsible for all barricades, safety devices and control of traffic within and potable water mains shall be a minimum of six (6) feet. Where it is necessary OO EXISTING SANITARY SEWER MANHOLE F,� Z around the construction area. for a potable water main and non-potable water main to cross with less than --------- SEWER SERVICE LINE 15. The locations of existing underground utilities are shown in an approximate way only. The Contractor shall determine the eighteen (18) inches of vertical separation, the crossing shall be constructed in a exact location of all existing utilities before commencing work. The Contractor assumes all responsibility for any and all accordance with Section 542.07 of the Idaho Rules for Public Drinking Water o damages caused by his failure to exactly locate and preserve any and all underground utilities. Digline # 1-800-342-1585. Systems (IDAPA 58.01.08) and Section 430.02 of the Wastewater Rules (IDAPA PROPOSED FIRE ® o UJ 16. All Contractors working within the public road right-of-way are required to secure a right-of-way construction permit 58.01.16). HYDRANT from ACHD at least forty-eight (48) hours prior to any construction. 4. Place water service lines in a two (2) inch diameter pipe sleeve wherever the m® _ 17. Locate subsurface stormwater disposal facilities (including infiltration beds and dr ells at least 25 feet from water service line crosses a storm water treatment facility i.e. seepage beds, EXISTING FIRE HYDRANT w P ( g Yw ) y ( tiY� ® W. FRANKLIN RD. Q mains. This requirement does not apply to catch basins or sand and grease vaults. drainage swales). N 18. The Contractors) shall remove all obstructions, both above and below ground, as required for the construction of the 5. The Contractor shall be responsible for providing continuous water service to all O LOT NUMBER w a I proposed improvements. This shall include clearing and grubbing which consists of clearing the ground surface of all trees, existing water users affected by construction. If water service must be N stumps, brush, undergrowth, hedges, heavy growth of grass or weeds, fences, structures, debris, rubbish, and such material interrupted, the contractor shall coordinate with the Public Works Inspector. ® CATCH BASIN - ISPWC LidN which, in the opinion of the Engineer, is unsuitable for the foundation of pavements. All material not suitable for future use Z P� 9� P PER PLANS on site shall be disposed of off site. VICINITY MAP NAVD-88 DATUM 19. Survey control points which are critical to the construction of the project are located within the limits of work. The PRESSURIZED IRRIGATION DIRECTION OF DRAINAGE FLOW Contractor shall take precaution to protect the points in place. I ' I M 1. The pressurized irrigation system must be built to the standards of the irrigation PLAN SHEET INDEX 1 ENGINEER ` 20. All costs of retesting for previously failed tests shall be back charged to the Contractor by the Owner. All costs to the STREET LIGHT 600 J Contractor incurred in correcting deficient work shall be to the Contractors account. Failure to correct such work will be district in which it is being constructed. 2. Install a reduced pressure backflow preventer in any connection between the potable 2, BAILEY ENGINEERING, INC. cause for a stop work order and possible termination. EXISTING DECIDUOUS TREE (CALIPER) 21. The Contractor is to field verify all existing curb & gutter, storm drain, channel crossings, and sewer elevations or inverts water system and the pressure irrigation system. The device must be approved by the SHEET DESCRIPTION 1 119 E. STATE ST, SUITE 210 P P P P y y Idaho Department of Environmental Quality (DEQ) and the City of Meridian Water oHP EXISTING POWER LINE & POLE 1 .0 -COVER SHEET, VICINITY MAP & NOTES EAGLE, ID 83616 O O prior to construction. When discrepancies occur between plans and specifications, the Contractor shall immediate) notify the Engineer. Untimely notification shall negate any Contractors claim for additional compensation. Department. (208) 938-0013 3. Install all crossings of the Public Rights-of-Way, private roadways and travelways with Qi 2.1 -2.2 -FINAL PLAT 22. Each Contractor shall be responsible for acquiring any necessary NPDES Permits, filing any NOI's, and preparing a 3.1 EXISTING SITE 8C DEMO PLAN (907) 723-0496 Z pressure irrigation at a maximum depth of two-and one-half (2-1/2) feet and in an Polution Prevention Plan (PPP) in accordance with the Environmental Protection Agency. Contact the EPA at 208-378-5746 KCRAIG@BAILEYENGINEERS.COM for the required information. AWWA C-900 pipe sleeve with locator wire. The Public Works Department and ACHD 3.2 -MASTER UTILITY 23. The pipe Contractor shall replace all pavement and concrete removed for the installation of water, sewer, or irrigation shall inspect all crossings prior to backfilling. 3.3-3.4 -SITE GRADING PLAN & DETAILS DEVELOPER 4. The horizontal separation of potable water mains and non-potable water mains TRILOGY DEVELOPMENT pipe. All pavement shall be replaced within seven calendar days from the time the pavement and/or concrete is removed. ( ( ) 4.1 -4.2 -ROADWAY PLAN & PROFILE 9839 W CABLE CAR ST, SUITE 101 Concrete and pavement shall be replaced per ISPWC Standards. sanitary sewer, storm drain, and irrigation) shall be a minimum of ten 10 feet. 24. The Contractor shall field verify all existing curb and gutter, storm drain, channel crossings and all storm drain and Where it is necessary for a potable water main and non-potable water main to cross 4.3-4.4 -STREET & DRAINAGE DETAILS BOISE, ID 83709 O sewer elevations or inverts prior to construction and notify the engineer when elevations or inverts do not match plans. with less than eighteen (18) inches of vertical separation, the crossing shall be 5.1 -5.2 -SEWER PLAN & PROFILE SHAWN@TRILOGYIDAHO.COM _ 0 constructed in accordance with Section 542.07 of the Idaho Rules for Public Drinking 6.1 -PRESSURE IRRIGATION PLAN & DETAILS ROADWAY Water Systems (IDAPA 58.01.08) and Section 430.02 of the Wastewater Rules (IDAPA Z r n 58.01.16). 7.1 -STREET LIGHTING PLAN V I 1. All contractors working within the public road right-of-way are required to secure a right-of-way construction permit from 5. The horizontal separation of non-potable services and potable water services or potable W ACHD or ITD at least forty-eight (48) hours prior to any construction. water mains shall be a minimum of six (6) feet. Where it is necessary for a potable Plans Are Accepted For Public U > 2. ACHD or ITD will inspect all work within the public rights-of-way to include utility trenches above the pipe zone. Contact ACHD Inspection Services at 387-6284. water main and non-potable water main to cross with less than eighteen (18) inches Street Construction - \ of vertical separation, the crossing shall be constructed in accordance with Section IDIAN*- Q / 3. Meridian Public Works will inspect storm drainage improvements serving private roads and parking lot improvements outside By stamping and signing the improvement plans, the Registered the ublic ri ht-of-wa . 542.07 of the Idaho Rules for Public Drinking Water Systems (IDAPA 58.01.08) and Engineer ensures the District that the plans conform to all District P g y policies and standards. Variances or waivers must be specifical- Pul)llc 4. All construction in the public right-of-way shall conform to the current edition of the ISPWC and the ACHD Supplemental Section 430.02 of the Wastewater Rules (IDAPA 58.01.16). EX Iy and previously approved by the District in writing. Acceptance Works Department Specifications. No exception to District Policy, Standards, and the ISPWC will be allowed unless specifically and previously 6. Install finder tape with all irrigation mains. Tape shall be two (2) inches wide, metallic SSMH of the improvement plans by the District does not relieve the Design &Construction Supplemental Specifications approved in writing by the District. red in color, with the words DANGER -UNSAFE WATER or NON-POTABLE WATER clearly A-4 Registered Engineer of these responsibilities. 5. Set the tops of all valve boxes and sewer manholes flush with the slope of the finished street grades. The roadway marked along its length. Place the tape between six (6) inches below the surface and W. DOVER DR. BY DATE: ■ ■ ■■ contractor shall install and adjust all spacers, grade rings, manhole rings and lids. eighteen (18) inches above the top of the pipe. SSMH-2 ADA COUNTY HIGHWAY DISTRICT 6. Place all water valves, blow-offs and manholes so that they do not conflict with any concrete curb and gutter, valley 7. Label all irrigation risers and faucets with durable tags carrying the warning EX ■ L10■ ■ W u , gutter or sidewalk improvements. DANGER-UNSAFE WATER or NON-POTABLE WATER. SSMH-3 ? SSMH-1 z SSMH THE ENGINEER OF RECORD CERTIFIES THAT ■ .: ■ ■ 7. Existing A.C. pavement shall be cut to a neat straight line (2' minimum cutback) parallel or perpendicular to the street 8. Label all valve boxes and vaults with durable tags carrying the warning A-5 THE PLANS ARE PREPARED IN SUBSTANTIAL ' W centerline and the exposed edge shall be tacked with emulsion prior to paving. Actual field conditions during trenching DANGER-UNSAFE WATER or NON-POTABLE WATER, and locate them a minimum of ten o CONFORMANCE WITH THE ACHD POLICY ■ ■ r L P g P P g 9 g ;U MANUAL AND STANDARDS IN EFFECT AT THE ■ � ■ may require additional pavement repair beyond the limits shown on the plans. Refer to conditions listed in the ACHD Policy (10) feet outside of the Public Right-of-Way, private roadways and travelways. _7 0 TIME OF PREPARATION. THE ENGINEER ` ■ I . Manual. 9. Install a reduced pressure backflow preventer in any connection between the potable 71 ACKNOWLEDGES THAT ACHD ASSUMES NO �■ ■31� 7 L.L 8. All water meters are to be located outside of the public right-of-way. All fire hydrants are to be located within the road water system and the pressure irrigation system. The device must be approved by the SSMH-4 > LIABILITY FOR ERROR A DEFICIENCIES IN H ■ 4.1 -ALEPPO/DOVER D THE DESIGN. ALL VARIANCES FROM ACHD 7 ■ � O right-of-way. There must be at least a one (1) foot separation between the back of sidewalk (or curb if no sidewalk) Idaho Department of Environmental Quality (DEQ) and the City of Meridian Water < ■ ■ 4.2 -DOVER/MIRROR CREEK SSMH-5 m POLICY SHALL BE APPROVED IN WRITING. and the leading edge of any fire hydrant. Department. 5.1 -EXISTING SEWER LINE A EX THE FOLLOWING VARIANCES, LISTED BY DATE ■ 0 9. Over excavation and additional granular backfill may be required in high groundwater areas which are to be determined b 10.The Engineer or Record shall inspect all pressurized irrigation unless a properly 5.2 -NEW SEWER LINE EX SSMH AND SHORT DESCRIPTION, WERE APPROVED ■ , _ ' M 9 Y q 9 9 Y 9 P P 9 P P Y the field inspector. executed agreement for inspection and maintenance is in effect with the applicable SSMH FOR THE PROJECT: -VARIANCE FOR • ' ' ' r 1 10.All materials placed as fill or backfill shall be placed and compacted in accordance with Section 306 of the Irrigation District. Forty-eight (48) hours advance notice is required. A-7 I Qi PEDESTRIAN CROSSING AT ALEPPO/MIRRORLJ J N. ALEPPO CREEK REQUESTED W/ 5-2-2023 PLAN e current edition of ACHD Supplemental Specifications. 11.Pressure irrigation mains must be along rear lot lines. Where pressure irrigation mains AVE. RESUBMITTAL.11.Roadway construction will meet specific details and requirements of the following Idaho Standards for Public Works Construction Standard traverse a side lot line in order to cross a street, the domestic water service and X Drawings (Current Edition): pressure irrigation mains must be on opposite sides of a lot. O 1. Street Section, ACHD SD-801 and sections as shown on Street Details Sheet 12.Pressure test the irrigation system to one hundred-fifty (150) pounds per square inch W. PINE AVE. I , 2. Asphalt repair for street cuts: SD-301, ACHD SD-303, ACHD SD-806. (psi) with allowable loss in accordance with Section 3.1 (c) of the Standard O L.L 3. 4.0' Concrete Valley Gutter, ACHD SD-708 Specifications. EX U 4. Rolled Curb and Gutter, ACHD SD-702 SSMH 13.City of Meridian Municipal Water is the backup water source for this development - A 5. Pedestrian Ramp for Handicapped, SD-712C, SD 712G A-8 6. Tactile warning surface (TWS) colored a standard color of yellow as per ACHD SD-712 reduced pressure backflow prevention assembly is provided as across-connection. DATE: 7. Sidewalks, ACHD Supplemental Drawing SD-709 DRAINAGE 10-7-2022 8. Not Utilized C2019-013 9. Standard Drop Inlet Type IV w/ 12" Sump, ACHD Supplemental SD-604A 1. For any drainage facilities within a public Right-of-Way, ACHD or ITD shall be STREET & SEWER INDEX SHEET 12. For subdivision sign installation; outside installers must be bonded with ACHD responsible for inspection. For any private drainage facilities the project engineer or and obtain a no-charge right-of-way permit. architect shall be responsible for inspection and certification of drainage facilities; 1 it 150 13. Prior to placement of any pavement markings contact ACHD Inspection for verification of compliance with policy and existing pavement however any roof drainage and piping to the facilities will be inspected by the markings. Meridian plumbing official under the appropriate permit. I 1 0 � IF'Q p U QO v CO � M OctO � v0 ` N � " J co v W @ ■— Z � � Z 3 . A\ Z o N W ZW PLAT SHOWING W U) NOTES: >+ W FZ W �0 �T�� O� �/ ' 1. A ten (10) foot wide pressure irrigation easement in favor of Nampa & Z_ 11 1� r Meridian Irrigation District and a Permanent Public Utilities and Property C� ) CO SUBDIVISION 1 V O . Drainage Easement is hereby designated along all lot lines common to a Z < co Public Right—of—Way and along all rear lot lines or as shown and W o dimensioned on this plat. A five (5) foot wide Property Drainage Easement Uj UJ LOCATED IN THE SE 1/4 OF THE NE 1/4 is hereby designated along each side of interior lot lines unless otherwise a OF SECTION 10, T.3N., R.1 W., BOISE shown. V ;: W MERIDIAN, CITY OF MERIDIAN, ADA COUNTY, IDAHO . 2023 2. Any Re—Subdivision of this Plat shall be in compliance with the most recently approved Subdivision Standards of the City of Meridian. 3. This development recognizes Idaho Code Section 22-4503, right to farm act, which states: "No agricultural operation, agricultural facility or UNPLATTED expansion thereof shall be or become a nuisance, private or public, by any changed conditions in or about the surrounding nonagricultural activities after it has been in operation for more than one (1) year, when the S89'37'19"E 765.14' TEN MILE STUB DRAIN operation, facility or expansion was not a nuisance at the time it began or -- -- -- -- was constructed. The provisions of this section shall not apply when a tiss• �� 15 nuisance results from the improper or negligent operation of an agricultural A8O3`` BLOCK 5 operation, agricultural facility or expansion thereof." CHECKED BY: �fi, 14 DAVID A. BAILEY P.E. �830� 4. Maintenance of any Irrigation or Drainage pipe or Ditch crossing a lot is DRAWN BY: I the responsibility of the lot owner unless such responsibility is assumed by JM/KC ` I an Irrigation/Drainage District. Irrigation water has been provided by Nampa f\ 12 13 16 17 18 19 20 21 22 23 I & Meridian Irrigation District in compliance with Idaho Code Section %% I 31-3805(1)(b). 5. Lots within the subdivision will be entitled to Irrigation Water Rights, and will be Obligated for Assessments from Nampa & Meridian Irrigation District. 11 24 CI 6. The bottom elevation of all structural footings shall be set a minimum of a W. DOVER DR. 12—inches above the highest established normal Ground Water Elevation. UJ 25 z r O 7. Lots 1, 2, 12-15, 24, 25, 32 & 36, Block 5 and Lots 1 & 6 Block 6 are o 26 I common lots which shall be owned and maintained by the Foxcroft o 0 I ^ I Homeowner's Association. All common lots are subject to a blanket public W Q t� 0 cD LO N utility easement and irrigation easement. to OZ Y Q 27 0 ! N 7 0 O Y j m Z o, 8. City of Meridian Sewer Easement — Inst. No. ---------------- �w Q N LL. N 0 N m 4 0 28 100 W 0 'I 9. Direct lot access to W. Pine Ave. is prohibited. w (5 Z O 0 O I XN z 7 0 I o 0 0 10. Lots 2 & 15, Block 5 are subject to a blanket Nampa & Meridian Irrigation 29 0 ? Easement for Maintenance and Operation of the Ten Mile Creek and Ten UNPLATTED L O O I N N Y Mile Stub Drain. Said Irrigation District has rights assigned to it under z m Idaho Statutes 42-1102 allowing spoils to be deposited on the bank. 30 w\ 6 11. Lot 24, Block 5 is subject to a blanket cross—access easement providing • O access for Lots 22 & 23, Block 5. Lot 32, Block 5 is subject to a blanket Z O6 31 i cross—access easement providing access for Lots 33 & 34, Block 5. 12. All lots within this subdivision are subject to Covenants Conditions and O O5 J 32 I Restrictions provided for this subdivision. Z I 13. Portions of Lots 11 & 13, Block 5 and Lot 1, Block 6 and all of Lot 12, 03 4 Block 5 and Lot 6, Block 6 are servient to and contain the ACHD Storm p Q i Water Drainage System. These lots are encumbered by that certain Master n 0 35 34 33 Perpetual Storm Water Drainage Easement recorded on May 8, 2009 as Z a O O . a Instrument No. 109053259 and First Amended Master Perpetual Storm O3 I Water Drainage Easement recorded on November 10, 2015, as Instrument O0 Q I No. 2015-103256, Official Records of Ada County, and incorporated herein _ z BLOCK 5 by this reference as if set forth in full (the "Master Easement"). The • _ 1 __ 36 Master Easement and the Storm Water Drainage System are dedicated to J N82•21'57••W 82 28' -- N89'36'02"W 364.26' • 1327.84' 1 4 ACHD pursuant to Section 40-2302 Idaho Code. The Master Easement is C 1/4 881.81 for the Operation and Maintenance of the Storm Water Drain tem. I ' I 0 Drainage .......................... 446.03' ....... S.10 S.11 14. ACHD License Agreement — Inst. No. ...................................................... BASIS OF BEARING ........................................ --------------------- S89'36'02"E 2655.68' > W. PINE AVE I Q J m I� W CO��pN GENS 0 SG� . LEGEND Z 11779� 7 V) N� -- --- SUBDIVISION BOUNDARY ��O9TF OF ��Pp� LOT LINE yM MCCPM� �— O7 LOT NUMBER CODY M. MCCAMMON, PLS 11779 FOUND BRASS CAP IDAHO SURVEY GROUP MONUMENT 9955 W. EMERALD ST O BOISE, ID 83704 SET 5/8" x 24" IRON PIN WITH PLASTIC CAP, PLS 11779 Z 0 FOUND 5/8" IRON PIN 80 0 40 80 , ` WITH PLASTIC CAP PLS 5082 V Curve Table UNLESS NOTED OTHERWISE i j Curve # Radius Length Chord Bearing Delta iiiiiiiiiiiiialley Engineering, Inc. o X e CALCULATED POINT SCALE IN FEET C1 176.00' 120.85' 118.49' N37.07'47"W 39.20'32" 1"=80' CIVIL ENGINEERING I PLANNING I CADD 0 SHEET 1 OF 3 1119 E.STATE STREET, SUITE 210 TEL 208-938-0013 EAGLE, ID 83616 www.baileyengineers.com LL . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . DATE: 10-7-2022 PROJECT: C2019-013 SHEET TOTAL # LOTS: 42 201 Q p U Q O i M Oct CN p/� v N � W N ■_ Z m wL 3 W Z 3 . A Z LU W Z F' OXCROF' T W � Z w . , SUBDIVISION NO . 3 - 0 U) __ S89 3719E 765.14 Z co N56'48'03"W - -- -- -- -- -- -- -- -- -- 645- -- -- -- -- -- -- -- • W < o ♦ 17.53' o w TEN MILE STUB DRAIN �I ? 0 S85'32'14" Q st803g�` N89'14'16"E E� w 551.31' 39.' I Q• S89'14'16"W 530.91' 14 BLOCK 5 20.14 '12" S89'45'12"E� C� 60.95 135.45' 50.00' 40.00' 40.00' 40.00' 40.00' --- ----54.00' 2r--- 39. - ' -------� 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 ♦ j �p�, 13 -,ten rn d _I d _o _o _o in I 0 OF` o °' 16 0 17 LOo0 18 � o0 19 o0 20 0 1 21 0 � 22 L0 � 23 I.I 12 s, O - 0 1 ai 1 ai Z O O ; ; p i I I z I O �I �� �� j Z j Z Z Z I I I O i I I I I I I I I I I I I I Z I I I I I I I I I I I I I I 1 0' 1 18.10' ) ) I I I I I DAV DCA.EBAILEY•P.E. 1 DRAWN BY: O ` ,� L C24 �� �0/ __3-- ----J L--------J JM KC C22 24.91' 40.00' 40.00 \ S'123229„W •8s�93 b `� �/G21 N89'14'16"E 123.01' C2S�� 75.26' 58.54' W. DOVER DR. ��c�,s 8.97' 249.56'12"E 13BLOCK 5 C) Curve Table ` o�� `� \`� G�' S89'14'16"W 123.01' O S89'56'12"E � j N o �� G3,, / ---- ---- ---121.03'------ of Curve # Radius Length Chord Bearing Delta 2 1 0� �' /� N89'14'16"E i, N� O OI LEGEND d 123.01' C 9 S89'56'12"E 25 N 3 I --- --- SUBDIVISION BOUNDARY C1 176.00' 120.85' 118.49' N37'07'47"W 39'20'32" ` ,5�2 / S89'56'12"E C2 100.00' 32.45' 32.31' N08'53'51"W 18'35'37" \ 10 13 I r-------107.92--------- 1 c� 1 � I o - - - - - - - - EASEMENT LINE (SEE NOTE 1) z \ n �\ 2 BLOCK 6 '0 C38 - 1 • - w 26 oj --------------- EXISTING EASEMENT LINE (AS NOTED) o C3 100.00' 52.71' 52.10' N33'17'41"W 30*12'04" ,, 1 O 1 0 1 N V)0 0 �\ o - 1�' • 1 I 4 1 Z 1 - - STREET CENTERLINE w o_ 22 v J N I N L-----S89'56'12"E-----j zz C4 100.00' 85.16' 82.61' N23'59'53"W 48'47'41 \ � -'�9 322g'W' 23.5 O L-----S89'56'12"E----- I I LOT LINE \ S Z N Zg5 I r-------110.00'-------- I a C5 100.00' 53.99' 53.34' S32'55'37"E 30*56'12' Lo r-------110.00--------� I _ 1 1 _ I 1OI ACHD STORM DRAIN EASEMENT g o 0 1 1 0 1 O 27 1 0 n SEE NOTE 13 C6 50.00' 93.11' 80.23' S35'53'22"W 106'41'47" \ o\ O ,� 2 1 C 01 O 1 0 1 I,.I o 1 0l L0 w M cT > o ,1 N =i co _ 1 Q _ L-----S89'56'12"E-----� M C7 50.00' 79.26' 71.22' N45'20'58"W 90'49'32" \ •o �� d - -+ O L----- J I O o No \ S89'S6'12"E----- to y PO c0 07 LOT NUMBER 0 C8 50.00' 62.61' 58.60' N35'56'04"E 71'44'33" \ ��,� 3229 o -� �\ = cA U' w _ o of LU r-------110.00'-------� w Q N 'O r- 110.00--------- '� w W ao I I - 3 N o N 2 �'o '� -p I I _ of � I � ooI I oo I C9 76.50' 1.62' 1.62' N00'12'19"W 1"2'35" \ � \�o' �, O n o 1 O 1 o 00 w U w 01 28 i 0 CALCULATED POINT 0 4 _ _ r- p � I 10 pp w ao ----- I � z C10 76.50' 62.09' 60.40' N24'03'44"W 46*30'14' o \o z I I O S89'56'12"E----- I O `'� L---_-S89'56'12"E-----j 00 io w O • SET 1/2" x 24" IRON PIN o 0 0 O I w o r-------110.00---------1 C11 76.50' 1.44' 1.44' N47'51'17"W 1'04'52" \ -4 o. -1�� "W -' p r-------110.00--------- o - o - I I _ N WITH PLASTIC CAP, PLS 11779 OT C12 76.50' 65.15' 63.20' N23'59'53"W 48'47'41 �1 \ N \` S'j23?29 ��Nrn. O I i o o z z O i 29 i of „ o O o vn o o SET 5/8" x 24 IRON PIN M N ca �� • 61 5 1 o l Z i i �I WITH PLASTIC CAP, PLS 11779 C13 123.50' 3.18' 3.18' N47'39'24"W 1'28'39" -�` O �: O �' I I I I L- J 7 \ ----S89'56'12"E----- \ C15 , `s L----�S89'56'12"E J I 0 FOUND 5/8" IRON PIN C14 123.50' 52.75' 52.35' N34'40'56"W 24'28'17' s o O - 1 r-------110.00--------� WITH PLASTIC CAP PLS 5082 L \ •o - "s 21.44' 110.00' O 1 1 1 _ N p 0 41 s o 0 1 1 o UNLESS NOTED OTHERWISE 1� O A xx cxTx I o of • C15 123.50' 10.75' 10.75' N19'5T09"W 4'59'16" � ,� g"W'� � � 8. I I 30 1 ' S89'S6'12"E \N 123.5' 23.5' 5.02' i V FOUND BRASS CAP C16 123.50' 66.68' 65.88' N32'55'37"W 30'56'12" ,-' • S �1 ,� 100.67 17.60 1 J MONUMENT 0 \ �' 6 �� A8• F 22 -----S89'56'12'E----- C17 73.50' 16.03' 16.00' N11'12'34"W 12'29'54" O ,� �.�• S �� I • r-------110.00--------- �\ `61 �, 6 1 I 1 _ C18 73.50' 30.21' 30.00' N06'48'56"E 23'33'05" \ oo �� 5 9� �tiA •s� s`�' F 3• �R G°° 1 1 o i 31 o C13 `62 sue' • 12 I I cMi O �I C19 73.50' 19.35' 19.29' N26'07'58"E 15'04'59" - 232 9 ` 3' �- ' S� `\sty.. I G I ----- �>> SEE S89'56'12"E------- C20 73.50' 25.87' 25.74' N43'45'28"E 20'09'59" \ 5 >� n� NOTE BUJ, IG„^� 118.86' Z O \ C21 73.50' 30.21' 30.00' N65'37'00"E 23'33'05" \ � ` I I 1, 9 Cqj C22 73.50' 15.20' 15.17' N83'18'54"E 11'50'43" o �� ,-- g"W' `�c'� O� r�• 55.Ar S82•28'48„ LO O 'I 22 E o' �� , 32 2 �\p �' 1 G5`L _•35' 55.43' 145.18' C23 73.50' 136.87' 117.93' N35'53'22"E 106'41'47 \ �- 1 '-1 r--- \ �� I v i 4b �17.24' r___ 6 7.40' / /'► C24 73.50' 17.38' 17.34' S83'59'23"E 13'32'41 \ O C9 1 I v �ni 0.58 i i i 1 �W 1 • 01 I I I C25 73.50' 30.19' 29.98' S65'27'03"E 23'32'00" \ rn \p I 1 o01 1 I C26 73.50' 28.17' 28.00' S42'42'19"E 21'57'29" \ oo �\ o �62 82 i I 1 _ owo C27 73.50' 24.94' 24.82' S22'00'22"E 19'26'24" \ o+ \��� 5�23229''w,//// _'y' I III 36 ooi 35 N 34 y`nn � 33 i aol \ LO - Q I� O I O :V j C28 73.50' 15.84' 15.81' S06'06'41"E 12'20'58" I ;� 04 Z i $ o Q I� 0I\ I N O 1� O I z 1 C29 73.50' 116.51' 104.69' S45'20'58"E 90'49'32" ` O o ai a j1 � z 1 m z I W I= n 1 I 1 10' W , 1 -1 N I I I I I NPL LAl`lQ C30 73.50' 36.46' 36.09' S14'16'27 W 28'25'17' \ � I 1� I I I I I \° S \ ��\ , I Q �;,�._N , i I I BLOCK 5 ; c�`� �GENSF Cif, C31 73.50' 37.24' 36.84' S42'59'55"W 29'01'39" I N i 0A D %�LALll ___- __--_____ J O\ S89'36'02"E---- -j IZN 55.00' 67.52' fj I 0 C32 73.50' 18.34' 18.29' S64'39'33"W 14"7'37" 50 0 25 50 100 71 77 19.62' 141.06' O �'� I I !q S89'36'02"E 164.23' 2000. 1177 9 C33 73.50' 92.03' 86.14' S35'56'04"W 71'44'33" N82'21,57 ww 8 • 10.51__ 104_62' __ 43.50' •_ 43.50__ __ __ 172_63' __ 36 cn� o C34 123.50' 24.80' 24.76' N42'38'30"W 11'30'27" SCALE IN FEET 2.28' N89*36'02"W 364.26� 0 n0p9TF OF \1 1"=50' W. PINE AVE y�? MCCPM� L �' C35 76.50' 41.31' 40.81' N32'55'37"W 30'56'12" I C36 26.50' 49.35' 42.52' N35'53'22"E 106'41'47" CODY M. MCCAMMON, PLS 11779 L.L r n C37 26.50' 31.43' 29.62' S56'47'00"E 67'57'29" Line Table Line Table IDAHO SURVEY GROUP 9955 W. EMERALD ST 0 C38 26.50' 10.58' 10.51' S11'22'14"E 22'52'03" Line # Direction Length Line # Direction Length BOISE, ID 83704 C39 26.50' 42.01' 37.75' N45'20'58"W 90'49'32" L1 N45'23'58"E 28.28' L7 S71'48'21"W 17.82' 0 C40 26.50' 33.18' 31.06' S35'56'04"W 71'44'33" L2 N85'02'23"E 20.00' L8 S34'00'45"W 26.11' ' ` C41 241.00' 52.11' 52.01' S50'35'46"E 12*23'18" L3 S71'24'31"E 45.85' L9 S44'36'02"E 28.28' . . . U alley Engineering Inc. o x C42 241.00' 30.07' 30.05' S40'49'38"E 7'08'58" L4 N36'09'33"W 38.87' L10 S44'36'02'E 18.79' , C43 241.00' 83.26' 82.84' S27'21'20"E 19'47'38" L5 S12'46'57"W 20.00' L11 N70'56'56"W 26.57' SEE SHEET 1 OF 3 CIVIL ENGINEERING PLANNING CARD C44 241.00' 165.44' 162.21' N37'07'28"W 39'19'54" L6 N44'08'07"E 39.08' L12 S71'48'21"W 17.33' FOR NOTES 0 SHEET 2 OF 3 1119 E.STATE STREET, SUITE 210 TEL 208-938-0013 EAGLE, ID 83616 www.baileyengineers.com LL . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . DATE: 10-7-2022 PROJECT: C2019-013 SHEET Q O U Q C i co \\ ---------------------------------------------------------------- x X X _ __ _ _ KEYNOTES \ -----x--- -- -- % x — X _ x x -_------------- ----_ -- _ % --x -----------------------X---------------------------------------------------------------------------- --� — % x x R — _— > ----- roe— x x x x x —��oe�ro�T0��roa X � V W � _ — _ _ — — — — — 1Q PROTECT EXISTING CURB GUTTER, ■i Z ~ ° T°B— — rna — —z554 T°B �`� ram— — —_\ _ — — — — -- - -r°-- SIDEWALK, & ROAD SECTION. Z � s., \�_' — =_� —\� Q5 — — _� _ _ _ _ _ - - - - - - --- �� - - - - - — === 2Q PROTECT EXISTING SEWER MAIN, `�. — — � - - = -� MANHOLES SERVICES. _ pm _— — — —_ �� � =___ Q __i / �� _�\� =—_= � _—� ' ■— 2550— \� — _ \ _ 3Q PROTECT EXISTING WATER MAIN. V 2554�oe— —To —roses—ros /TOO TaeL��— —�� _— oe aoi T Z W ' \ 7- _�—TOB___ �_ -- {---------- ----------------------------=-=--------- _------ _ _-_---_-_-_-_-=---_----- _ ------- --------- ---- PRESSURE IRRIGATION — - ----- ---------- ------------------------------ _ _ — — _ _ _ _ _ _ ____ uj U) 4 PROTECT EXISTING _ �, — — _ � MAIN & SERVICES. � � \ 1� 1 / I T°e� _-- ^I Q PROTECT TEN MILE STUB DRAIN. Z Ly �� T © PROTECT ACHD BIORETENTION SWALE. !� Z w BLOCK 5 i 1 �- W a 00 FILL APPROX. 350 LF OF IRRIGATION DITCH. ; o r ,\ \� ° \ \ �� \ \ III ry �\ CV ® DEMO APPROX. 14 LF OF 12" CMP & �� \ I /\A Q DISPOSE OF OFFSITE. C� L� w \ U 0 90 FILL APPROX. 66 LF OF IRRIGATION DITCH. X ® DEMO APPROX. 12 LF OF 12" CMP & pNAL % \ I 12 \ �,\ Z DISPOSE OF OFFSITE. ASS\ STFF�G,� \ % — \\ \ it 1© FILL APPROX. 13 LF OF IRRIGATION DITCH. Q��� G\ % I�I \ � � / III I \\\, Z > 05/02/2023 �/\\\ p ® DISPOSE POFOOFFSITE. OF 12" CMP & 17882 $2 ��/ m ® FILL APPROX. 327 LF OF IRRIGATION _f_'_ OF�/ x \V LLJ 0 DITCH. ��N S. CRP N DEMO EXISTING STRUCTURE & DISPOSE OF W. DOVER DR. 24 / ��� %\\� OFFSITE. HECKEDAVID A. BAILEI':P.E. \, ® DEMO EXISTING FENCE & DISPOSE OF DRAWN BY: \o , ----------r------------ -� � IIII �� OFFSITE. ZJM — ® PROTECT EXISTING TEN MILE CREEK. — I BLOCK 6 � s sus , — � _}III � _ � . \ \ ml © DEMO EXISTING OVERHEAD POWER LINES COORDINATE WITH IDAHO POWER L 2s ® FILL APPROX. 590 LF OF IRRIGATION DITCH. NOTE: ABANDONED BUILDINGS, TEST PITS OR \ \ \ I I ICI \ WATERWAYS LOCATED WITHIN CURRENT \ Z O OR FUTURE RIGHT—OF—WAY SHALL BE RE—EXCAVATED TO NATIVE SOIL AND BACKFILLED WITH STRUCTURAL FILL PER w ISPWC SPECIFICATIONS. o N o x \O 4 --- -� _ - --- --- � Im �` , > ® 8 O , w o \ \ � Z \ LIm � I � \ --�--- — y i 1 O x O \ \ m \ cA I \I o X I 0 A n \ \ -------- --- � 30 I �I I i -i - I- L..� _ x \ 7 z l s 7 2 \ �% s r\ I �TOB roe— —TGe --_--_ n x II I \ �`X— %— —X X �p\ /y I I 11 Q \ X 1 X— / ti 5 m� I� �T1TlT 7 x I ,�� --I-- -------------- \ � ------ W — ( I \ f • I � — V I � / III I — v \ m O 12 I I ♦ I I / \ � -� I ' I \ CSC o 35 34 33 I W D x�l I I EXISTING FOXCROFT o P ! �T / I SUBDIVISION N0. 2 % O — 7x Z II B LO/Ii 5 I . \ �x � �� ,Z \ --------------- ----- ----------- ------- ---- - - - -- - -- -- ---- -----�L �- --- ----- -----� ---�L--- - -----��- - - -- L.L t - -- - - -- ----a- - - ------- % — X � � I / — — — \ - \ \ 1 x \ \ \\ \ OP op X x X X — \ \ oP r EER EGR EGR EGR EGR EGR X II GR� EGR EGR I— EGR II O To, - - _----%—_ TOE - - - - aa— — a\ Q—H- - - - - —a — ---— --P----_—�— — P ----_a---- —ea-- -- .; d x -- --_------ ° P . � LL — 3s — Pik Pi------- Li — ----_ —, r— —_—__--r r---_�___� r--_ r r\_____, _ EXISTING FOXCROFT SUBDIVISION N0. 1 -- - / I DATE: 10— -2022 PROJECT: 40 0 20 40 80 C2019-013 SHEET SCALE IN FEET 1"=40' 3ol- Q O E LEGEND M `_ a ssssa — ssa >. rn c o . 0 0 ____________________________________________________________________________________________________________________________--_- -_-- _--_- ♦/1�S N T __-_--__-_- V W------------------------------------------------------------------------------------- SS EXISTING SEWER LINE .� � co W EXISTING WATER LINE Z `,- ---------- -- ----------------------------------------------------------------------------------------------------- Z I _ _ _ _ _ SD NEW STORM DRAIN z NEW WATER LINE __ S NEW SEWER LINE �u 0 o O CD N PI NEW PRESSURE IRRIGATION LINE _ uJ _____ _ W/SERVICE LLI Z ~ - -------- _ _ m W6 SIP IF SIP Ep IF Ep E—P Er SIP_Ep14 4 -------- I IRR NEW GRAVITY IRRIGATION LINE W F_ Ep EP Ep Ep - - ---------- --- - ------------- BOUNDARY LINE Z L"L�j ,�— n I�— -� Zpi coROADWAY CENTER LINE - ,\`� \\\� \\\ \\\ Z\ \��\\\ `\\`\\\•\•\\\\�'\••\\\\\�•\'\\�-\\\\\'O�\\`1\•\•\\\y\\�•'\\ ,\''-•\-'\\\:\-'•\\,\'�,•\\�\\\\'\•\w,�'\\'`-'\_\_-/\„/`_/�\/''\`\''\'1O\\/_\/_�''-1-'3'/O'//\'-/=,','T\�:/7�'\=\'\/o/J 1-_\\\�r 6\\\�:\\\\\\\\\_1Ii t��I�l_\_„_\i\_• -'\\i_\'s,'i/_\'\-_Y�_\�_i-�\f_\\•�_\�,o_�\III I��I/�_\,f\_\;,_Ii I�I iI,\�_\'w\_—\\_\ 1__ __,mo1III I,iIi�,I� w\�IiIi�II�°w'I,I• 1"w 9}.I.�"�IOoI'�rz25n i �IiI i�IiII J.II��III IIiIIiIIr IL _.�fijIILlII�4I 3-20 1 1�;L�N-T_,i�,IIII'•� IiI �IIi iI 301 IIILIIiIIIIj -s 2-2 IIIIl -JJ1IIIIIIIIIIIIIIII�i�II;I Ia 1�I_IIII -\--J\ --IiIII lI-Il A--✓�I ,L C a' �I N SULLf 80V�AO,T{{ L F C �RF � I�-j�i �qp co QLM oBLOCK ROADWAY RIGHT—OF—WAY W o % In % LOT LINE uj SANITARY SEWER MANHOLE N EXISTING SANITARY SEWER MANHOLE Er � SEWER SERVICE LINE X TYPICAL SINGLE WATER SERVICE0Z 05/02/2023 TYPICAL DOUBLE WATER SERVICE 82 o Z > PROPOSED FIRE HYDRANT ------------------J --------------J F S — LOT NUMBER w _w x WI DOVER-DR. CHECKED BY: CATCH BASIN DAVID A. BAILEY P.E. DRAWN BY: STREET LIGHT ------------------------ BLOCK 6 -- -----------------------------r r-------------------------------1 F LE L-------- -------------------Ri: _________________-------------- r------------------------------ i r-------------------------------1 O WNLa p-------------------------J z __________________J mr-------------------------------i D 15 M ______________JI L I L----------------------------- 4 --------------- ------ -- -----_ \ 3 ------- EXISTING FOXCROFT SUBDIVISION NO. 2 m 0. ------------ LL \ ------------ BLOCK- - - - - - - - u` ' I- ------------ 0 a � � I --riI IIr I I -_ 3 X j TO---TO — TOE TOE 1 11 L. ---_- — — — — — — — — — - - - - - - - - - — — - - - — __P_ __P __ ----------------------- _____— —_ \ LL EXISTING FOXCROFT ---------i i--------- r--------r r DATE:NO 1 10-7-2022 i PROJECT: C2019-01cc 40 0 20 40 80 SHEET SCALE IN FEET 1"=40' 3o2 C� Q M ;_ o � LEGEND = Q co - QQ � 0 .� ` N PROPERTY LINE SPOT ELEVATION - BUILDING SETBACKS '10.0 TBC TOP BACK OF CURB ._ co Z ---------•••-•••- - LOT SWALE (0.5% MIN) % EXISTING GRADE AT LOT Z 2570.2 EG MIN TOP OF STEM WALL G� CURB AND GUTTER 2572.0 MIN MAX TOP OF STEM WALL = g 2700- - 2573.1 MAX LOT PAD DESIGN ELEVATION a EXISTING CONTOURS 2570.5 DC � _ a C N 270Q-- FINISHED GRADE CONTOURS - DIRECTION OF SHEET FLOW W Z --------------------------------------------------------------------------------------------------------------------------- --------------- ----- ---------- --- -----------------------C-----C---------- _ _ -- = __ ___- -__-_ - _ - C----- o o W --- -- �_�B _  _ _T_ - - - - - - -"------- EDGE OF PAVEMENT A OR B LOT TYPE yU U) =oB n3- _2554 oe Tom-=T�� sne Asa °e row W W W \ _ - W c0 TEN MILE STUB DRAIN W o _-0 - EP-- - ----- - -r ram- - V W I T° - - 57.27-FG - 5`7 68 FG _ 57.77 FG 58.15 FG , --- - \ - 56.49 FG - - 57.81-1 - _ -_ 22 - a I --- 15' 15' 15' -- 15 18' - 20' 18' _ \ F %% \ I r-____ _.. r l r r----- _---- _-� _ _-, ---_ _- - -- ---- .. I �. I [FG7MATCHES PH2 l`SS� NC�� C ----- --, --- OCR\ I i i i i i 1 56.77 FG 1 I •[URFACE]MODEL AT BND] ��� ��G\STF F� I R �` `•% \ I i I I i 2557 i i i i I I I I 57.5 EG \ I I I I I I I I I , w 05/02/202 % \ TOe \ \ I I I I I I I I I I I I I I / /\\ \ / 1 I I I I I I I I I 17882 N�iy%r/L�T 13 \%A \ % 17 18 i 19 20 21 O 22 O i i• 23 O \%\\ / �V/A' �+ �P\ \ , ,. \� o o o 1 o I I X I I I ILo I I I C/\\ \� , C /V J. C \ i z I _¢ i i _Q c�c9 i i_Q c�C� Q CC����0 z N 2559.9 MIN 560.E MIN % \ ` 12 I <001 I z C9 I z Z i i ���W i i QC9C� ' i I I N ` 55.0 FG \ W I ' 0 0 W 1 W I I< W 1 z562.1 MAX \ I 2561.4 MAX I I I CHECKED BY: I o�rnaol ; r�oON�n ; ;�o I� ; � i i rNcoo 2558.8 DG 2559.E DG ; �\\ j\\� \ 155.0 EG] I I Qj 00 O I� o6 O 0 w ' c6 a' 41 ' a0°'n to I 100 0)r,LO 00 0� I into to In °6 o r'o 2556.3 EG , , 2556i7 EG , I�j / / DAVID A. BAILEY P.E. % \ i n Ian i v�i v�i v�i ' I In In In�n I 'In In In�n I I�n �n�n i i Ian � i I \/ /\\J/ 1 N NNI INNNN INNNN NNNN 'NNN , NNNN I \\/ \\/\/ r DRAWN BY: °'\ �\� � •• •� �.v � I I I I i i i i � i i � � � I � I ° � C\/C� \ ; ; KSC �1 _56.9t= 57.0° _ 57.3 57.E 58.6 59.4 FG TBCE TBC Tom'- TBC TOA TOA TOA [FG MATCHES PH2 2557.9 MIN SURFACE MODEL AT BND \ [ 55.2 1 �'' I o ��� 56.6� . . - D -w \57.4 ]' � 11 2559.4 MAX 55.2 EG] • -i_ _�� TBC 24 - [58.4 EG] � O 2556.8 DG \ �, �TBC , 2554.6 EG \ o ,\ \\. \ / ; 56.E 2557 �o 57.5 \� % o TBC z TB �; 2 'Y g - 2558.0 MIN '56.6 / 55.1 FG 2559.5 MAX \ ; TBC '�` BLOCK V \ _ = 57.6- 59.4 FG a I Z -�' -� e 57.6-� TBC ___ L_________ _____ -[FG MATCHES PH2 ® i 0 �\ [55.1 EG] 2556.9 DG ' ° i 2559.1 MIN/ i� SURFACE MODEL AT BND] a 57.22 FG / r------ 0-------------------- --� TBC I I I `. W \ , I A 2559.1 MIN I I 2560.6 MAX I [58.8 EG] C'. _ 2555.0 EG --� 56.7 ti' 0 2560.6 MAX 2558.0 DG 26 \ , �'°.� �, W v \ - I 02558.0 DG I , ' I 2556.7 EG • ° ° TBC 2556.1 EG i N N --- ---- ---- --- ,- 2558.2 MIN `\ ` _ O L------ -------------------- ---J 57.8 I ' TBC _ _ [FG MATCHES PH2 ,, % / N o �I - N \ 55.7 FG \ ,- 2559.7 MAX �� \ TBC i 2559.2 MIN i I °-SURFACE MODEL AT BND]' W m 1 � 55.7 EG ,-'' � 57.60 FG r------ �---------------- --i I I �! � In 2 [ ] Ao 2557.1 DG 2559.3 MIN I z 2560.7 MAX r`I [59.1 EG] Z 2560.8 MAX I I. i 2558.1 DG 27 01 I f^ \ 56.9 00 \\\ 0 ?5 1 TBC Z I oS 2558.2 DG i 1 o i 2556.9\EG 25 5.z 1 2556.3 EG I � n -------- ---- ----- °59.8 FG 58.0 TBC [FG MATCHES PH2 M \, \� 2558.4 MIN.9 MAX r ` 79 1 - ---- -------------------- --I 2559.4 MII�---------- i [URFACE MODEL AT BND] L 2559.4 MIN I I 2560.9 MAXI 59.3 EG] [56.0 EG] \ ►n = A 2560.9 MAX I I 2558.3 DG I \ O 2557.3 DG C11 0 28 C \ 8 I `O I o4 2558.3 DG i i 2556.8 EG/ C \ \ 57.1, I 2556.3 EG ; LO I ° I ; • o \ �'- \\ 25�5.5�G ,-<.' TBC \�= I 58.1 L-- -------------------- --- 60.3 FG ,,-',- G ------ ---- --- ---u 58.1 TBC --- -------------------- --- - [FG MATCHES PH2 W � �\ ------------------- TBC 1M i 2559.6 MIN i SURFACE MODEL AT BND] 57.84 FG i A 2559.E MIN 2561.1 MAX •[59.3 EG] _ - \ 255 > MIN �� a ; 0 2561.1 MAX 2558.5 DG 29 \ 2560 MAX �� 57.3 \ i o5 2558.5 DG i D i 2556.9 EG © i ill 15 /\/ O 557.6 G �� \ ' 58.14 FG 2556.5 EG I �' , , I �\C - ------- - --- 2555. I EG �� T57.4 L------ --j m 58.3 L-- j 60.9 FG ` 56.4 FG w. \ ` TBC \ -------------------- 8.3 ' TBC -- --------------____-- _ -- [I MATCHES PH2 156.4 EG] ,,r''' \ �--��� TBC oo'i i 2559.7 MIN it SURFACE MODEL AT BND] Z 2561.2 MAX I I" 5 .5 E ] 2558.6 DG 30 O r -1- =- 1---i--1 --1--�i [ G 58.4 I 2557.0 EG © L0 \ II V ,�..- •-••T - - �\ 56.5 FG O 6 �2559.3 MIN \\\ \ a 8.C2 \ .. TIC 58.4 --- -- ----- ---N C I N _=----------- L N--- [F I -- ------------------- - [ 1 A \` 56.5 EG \ o 2560.8 X ,j `SSB� 1 TBC r_ G MATCHES PH2 0 o J \ [ ] 558 DG 6 I 2559.8 MIN I SURFACE MODEL AT BND] �l o 2561.3 MAX [59.6 EG] ---- \ 2558.7 DG =' W 2557.1 EG r it@1 j I% ,-, -------------------- 25 58.5 61.5 FG ` 2559.3 MIN A TBC \ "�• �/ o [I MATCHES PH2 r==4------ TBC ===I: > 57.1 FG \ 2550.8 DGX� ,-''' �� I o SURFACE MODEL AT BND] �� \ [57.1 EG] \\\ 255Cv ,,-''' ,-- �s [59.6 EG] '--! A s� r-- -- ---r m W I � \ m ?SS 32 ------ - - - --' \\\ 8 58.1a ° ` 58.7 ----- \ TOA 60.0 2559.5 MIN �� \ W i r- ------- TOA 1 FG \ / O 2561.0 MAX L i ,� �'' ' '--- r-_-_ TOA G MATCHES PH2 - -$--i--i--i- \ 2558.4 DG I 1 -- ` ' 58.2 I � i,,, I ' I '-�� SURFACE MODEL AT BND] i i i i i \ O 2557.6 EG -� a , o \ 57.3 FG ,, '' _ TBC_ __ i• 2560.0 MIN I i l [59.9 EG] \ \ [57.3 EG] N \. ` - -- -- - 2561.3 MIN , - - N 2561.5 MAX 2562.8 MAX I i 256 .0 MIN i 2558.9 DG i ' 256 5 MAX i o _ Z 2560.2 DG , ----- ------ --° - ----- ,,-' 2557.2 EG i 2561.9 DG -- \ 2557.4 EG , ; 2557.9 EG \ ` •\ �` (r ,-"' " ,-,''' ' ; I ,r i 35 O i 34 O i ; 33 /Q it I I'I i / I , LL \ ` 2560.3 MIN �3 pi I i� / 2561.8 MAX i 8 I '-0 ' ' � =�O i L0 1I / C \ 2559.2 DG I 0I ; ; N N; ; N , \ 57.7 FG \\\\ O 2557. ; ; \ [57.7 EG] " -s" \ 2559 F1A L ' ----------------------------- 57.7 ---- --� - I� - -- - - ---- ------- ---- ----- -- �_-� ° - - ' C FG - 1 = - --- - - - - - - -------22--- -/----------------- 36 ----- --- -- '[57.7 EG] ° 58. FG - - - -:---- - ---------- -1 58.52 FG .................. __ ° e °� - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 0 - - - - - --�- �- - - woe -I- / - - - - - - - - - w, � LL EGR EGR EGR EGR I' EGR IY EGR 301-- - - - _301-,�. . > EG - ---- .- _�01 �Ol- _ Plans Are Accepted For Public EGR- EGR 2 loo _ II W. PINE AVE. / Street Construction DATE: I � �\ - - - - EGR TOE TOE iTO TO 10-7-2022 Tb€- �-TOE TOE GR EGR By stamping and signingthe improvement plans, the Registered p PROJECT: Engineer ensures the District that the plans conform to all District 4� 0 20 40 $0 C2019-013 policies and standards. Variances or waivers must be specifical- i + + p, , P P P P '^ �� \\ `` �rh �`�\ I ° - - - - -°- - - i ° ° . . . - a . .-°- - - - - -• . e - - - - - ° _ ly and previously approved by the District in writing. Acceptance SHEET - 1 ° of the improvement plans by the District does not relieve the --- - ----------- / ------ ------------ <--- ------ Registered Engineer of these responsibilities. I fi M I -- -- SCALE IN FEET 1"=40' BY DATE: ADA COUNTY HIGHWAY DISTRICT 3o3 -A Q O U MENEM M N Oct O N SITE GRADING 1. ALL GRADING SHALL BE IN ACCORDANCE WITH THE APPROVED GRADING PLAN. Z 2. A CONSTRUCTION PROJECT SCHEDULE SHALL BE SUBMITTED TO THE ENGINEER FOR APPROVAL AND SHALL BE PERIODICALLY UPDATED IF CONDITIONS OR SCHEDULES z CHANGE. CONSTRUCTION SHALL BE SCHEDULED TO MINIMIZE SOIL DISTURBANCE. ALL DISTURBED SURFACES SHALL BE STABILIZED IN A TEMPORARY OR PERMANENT MANNER = AS APPROPRIATE DURING CONSTRUCTION TO PREVENT SOIL EROSION. MENEM a 3. THE CONTRACTOR SHALL REVIEW AND FOLLOW ALL RECOMMENDATIONS PROVIDED IN THE GEOTECHNICAL ENGINEERING REPORT PREPARED BY SITE CONSULTING, LLC DATED MARCH 10, 2021. W Z ui 4. ORGANIC SOILS SHALL BE REMOVED AS RECOMMENDED IN THE GEOTECHNICAL REPORT AND WASTED OR STOCKPILED FOR USE IN FINE GRADING. :;lot La U) LLI 5. PRIOR TO COMMENCING STRUCTURAL FILL, THE EXISTING SITE DEBRIS MUST BE REMOVED, THE NATIVE SOILS STRIPPED OF ALL ORGANIC MATERIAL, STOCKPILES OF Z yj SUITABLE MATERIAL SHALL BE SEGREGATED FROM UNSUITABLE MATERIALS. ALL WASTE AND HIGHLY ORGANIC OR OTHERWISE CONTAMINATED SOILS SHALL BE REMOVED FROM E THE SITE AND NOT STOCKPILED FOR ANY PERIOD OF TIME. WHERE PRACTICAL, STOCKPILES OF MATERIALS TO BE USED AS STRUCTURAL FILL SHALL BE PLACED ON NATIVE, cc Q0 REAR LOT LINE STRIPPED SOILS TO PREVENT CONTAMINATION. W a co NO DEPRESSION AT FENCELINE. � o SWALE TERMINATED TO MAINTAIN 6. EXACT REMOVAL DEPTHS OF ORGANIC MATERIALS SHALL BE DETERMINED DURING GRADING OPERATIONS BY A QUALIFIED GEOTECHNICAL REPRESENTATIVE AND/OR THE _j � ALL RUNOFF ON INDIVIDUAL LOT. _...__.___._� PROJECT ENGINEER, AND SHALL BE BASED ON SUBGRADE SOIL TYPE, COMPOSITION, AND FIRMNESS OR SOIL STABILITY. REAR LOT LINE V � W — 7. ALL MATERIAL USED FOR STRUCTURAL FILL SHALL MEET THE REQUIREMENTS FOR STRUCTURAL FILL AS DESCRIBED IN THE GEOLOGY AND GEOTECHNICAL REPORT. SEE LOT SWALE STRUCTURAL FILL MUST BE USED WHERE FILL HEIGHT EXCEEDS ONE (1) VERTICAL FOOT OR WHERE RECOMMENDED BY REFERENCED GEOTECHNICAL REPORT. DETAIL THIS SHEET. SLOPE VARIES 8• STRUCTURAL FILL SHALL BE PLACED IN ACCORDANCE WITH THE REQUIREMENTS OF THE GEOLOGY AND GEOTECHNICAL REPORT AND COMPACTION SHALL BE SUPERVISED BY SWALE WHERE A QUALIFIED GEOTECHNICAL REPRESENTATIVE AND/OR THE PROJECT ENGINEER. MATERIAL SHALL BE PLACED IN 8" LIFTS UNLESS OTHERWISE APPROVED BY THE GEOTECHNICAL \pNAL SHOWN OR SHEET o 1% MIN. ENGINEER. SSG\STF��G'j2F FLOW TO COMMON I Z_ 9. ALL STRUCTURAL FILL SHALL BE COMPACTED TO A MINIMUM OF 95% OF MAXIMUM DRY DENSITY AS DETERMINED BY ASTM D 1557 FOR BUILDING LOTS OR D 698 FOR �� Q� �0 LOT MIF- 05/02/2023 z b� V) z I f 5% MIN. \ ROA. FORDEVERYS1 ON LINEAR FEET OF LCEE IN- ITY TEST IFT AREA PER PARKING ANDBDR V CONDUCTED AREASFOR EVERY 5000 SQUARE FEET OF LIFT AREA FOR BUILDING STRUCTURES (ONE PER LOT) OR 17882 Im U-) E m N� b� b� Z i - - I Z 10. SHALLOW EXCAVATIONS THAT DO NOT EXCEED 4 FEET MAY BE CONSTRUCTED WITH SIDE SLOPES APPROACHING VERTICAL. BELOW THIS DEPTH, SLOPES SHALL NOT EXCEED 1-1/2 FOOT VERTICAL TO 1 FOOT HORIZONTAL. Ir- F OF \ MIDOF OLOT INT ! 11. FINAL SITE GRADES (CUT OR FILL) SHALL NOT EXCEED 1 FOOT VERTICAL TO 2 FEET HORIZONTAL. � l 12. PRIOR TO PLACEMENT OF STRUCTURAL FILL, THE GROUND SHALL BE PREPARED IN ACCORDANCE WITH APPENDIX J, 'GRADING' OF THE INTERNATIONAL BUILDING CODE. ED BY: CK IZ Z I I FIGURE J107.3 AND AS DIRECTED BY THE PROJECT ENGINEER AND/OR THE GEOTECHNICAL ENGINEER. CDAVIDHECKED BAILEY P.E. g I I 13. ALL FINAL GRADING SHALL EMPLOY SLOPE ROUNDING AT TOPS OF SLOPES AND AT CHANGES IN HORIZONTAL SLOPE ALIGNMENT TO FACILITATE REVEGETATION AND PROVIDE DRAWN BY: AN ASTHETICALLY ACCEPTABLE APPEARANCE. KSC 00 Vol 14. DURING ALL GRADING OPERATIONS AND UNTIL THE ESTABLISHMENT OF PERMANENT REVEGETATION, THE CONTRACTOR SHALL PROVIDE EROSION AND SEDIMENT CONTROL 1 MEASURES IN ACCORDANCE WITH THE APPROVED STORMWATER PREVENTION PLAN. SIDEWALK SIDEWALK TOP OF FILL - _ FILL SLOPE CURB & CURB & STREET GUTTER STREET GUTTER TYP E 'B' LOT Z 0 FRONT YARD DRAINAGE IS TO BE ROUTED DRAINAGE DETAIL TO FRONT OF LOT (PUBLIC ROADWAY). '� 2:1 MAX NATURAL SLOPE REAR YARD DRAINAGE IS TO BE ROUTED NOT TO SCALE ui o TO REAR OF LOT AND RETAINED ON LOT FILL SOILS - ON SITE (VIA CONSTRUCTED INFILTRATION SWALE) MATERIAL AS APPROVED o w OR FLOWS THROUGH TO COMMON LOT. 0 BY GEOTECHNICAL ENGINEER N o U) TYP E 'A' LOT S5 Z DRAINAGE DETAIL w o 1 REMOVE UNSUITABLE NOT TO SCALE o MATERIAL O BENCH HEIGHTS SHALL M L m NOT EXCEED 5 FEET ' / r CAPACITY OF W �H/5 OR 2' MIN STRUCTURAL FILL PLACEMENT z SWALE AS SOWN z KEY MPER 30 tH33/ftt J J1073UST IF FRILL HEIGIHTDEXCEEDSC5 BASED ON 2012 IBC FIGURES J107.3 & J108.1 0 VERTICAL FEET. NOT TO SCALE w �6'_3' TYP a a & N a BUILDING 3 - �1ff ,• NOTES: FOUNDATION 2" DRAIN ROCK 1. THE BUILDING ENVELOPES ARE BASED ON CITY OF MERIDIAN SETBACKS 10' COVER (OPTIONAL) APPROVED WITH THE FOXCROFT SUBDIVISION DEVELOPMENT. THIS IS NOT A STRUCTURAL MIN :�:.; DETAIL AND IS SHOWN FOR MIN OR MAX 2. THE MINIMUM TOP OF STEM WALL ELEVATIONS ARE BASED ON A 6" REVEAL, A NO SOD OVER r >: z GRADING PURPOSES ONLY. TOP OF WALL 6" DROP IN THE FIRST TEN FEET, AND THEN 2% TO THE LOWEST TOP BACK OF 0 SAND LENS CURB FOR THE LOT OR 1% TO THE TOP OF BACKYARD SWALE (WHICHEVER IS o GREATER). MIN TOP OF STEM WALL IS BASED ON IRC, SECTION R401.3. 0 CREATE POSITIVE SLOPE OF z 0.5� MIN TO SAND LENS -__-_-_ ►�� 6" MIN 3. FOUNDATIONS MAY BE STEPPED A MAXIMUM OF 2 FEET. FILTER FABRIC SIDES & TOP =___ CONST. SAND LENS 8" RECOMMENDED V / OF INFILTRATION WINDOW :_-_-_ (ASTM C-33 FG4. REAR YARD SWALES SHOULD BE NO CLOSER THAN 10 FEET FROM THE _ --_--_- SAND REQUIRED) STRUCTURE. w EXCAVATE TO - - - SEASONAL HIGH BOTTOM OF FOOTING MIN " 5. THE BUILDING CONTRACTOR SHALL REVIEW & FOLLOW ALL RECOMMENDATIONS IN INFILTRATING ----- _ GROUNDWATER T OR MAX ELEVATION CAN 24 THE GEOTECHNICAL ENGINEERING REPORT BY SITE CONSULTING, LLC DATED MARCH MATERIALS WHERE ----- P IRR LINE ABLE BE CALCULATED BY TOP 10, 2021. SAND LENS IS LOCATION (TYP) REFER TO GROUNDWATER OF WALL SUBTRACT 30" SPECIFIED LENS MONITORING REPORT BY ° Q Q ( i SITE CONSULTING, LLC 6. NOT USED. SHOWN IN PLAN VIEW w DATED MARCH 10, 2021 M I ' I ON SHEET 3.3). o u 7. EXCEPTIONS TO THIS GRADING PLAN MAY BE APPROVED BY THE CITY OF W w BACKFILL WITH REJECT " MERIDIAN BUILDING OFFICIAL AT ISSUANCE OF BUILDING PERMIT BASED UPON SAND OR -3/4" Z o 24 CONTRACTOR TO NOTIFY 8" REVIEW OF AN ENGINEERED INDIVIDUAL LOT GRADING PLAN. CRUSHED GRAVEL z PROJECT ENGINEER OR 8. QUANTITIES ARE APPROXIMATE RAW VOLUMES WITHOUT ADJUSTMENT FOR A � QUALIFIED GEOTECHNICAL J ENGINEER WHEN TYPICAL FOOTING COMPACTION: Z BOUNDARY LINE INFILTRATION LENSES FULLY EXCAVATED FOR RE 0 ELEVATION DETAIL V I DRAINAGE SWALE OBSERVATION AND NOT TO SCALE CGRADING NOTES AND VOLUMES: VERIFICATION OF SECTION FREE-DRAINING. MIN NOT TO SCALE 24-HOURS NOTICE STRIP VOLUME 4" = f3,323 cy CUT REQUIRED. ROAD EXCAVATION TO SUBGRADE CUT TO SUBGRADE= ±158 cy LL n FILL TO SUBGRADE = ±576 cy 1�/1 NET = ±418 cy FILL 0 NET EXCAVATE UTILITIES = ±246 cy CUT 0 CUT/FILL TO FINAL GRADE ON LOTS FROM STRIPPED SURFACE CUT TO FG = ±387 cy V FILL TO FG = ±12,717 cy NET = t12,330 cy FILL x NET IMPORT = f8,829 cy FILL ALL CALCULATIONS ARE RAW VOLUMES BASED ON ROAD AND FINAL SURFACE O MODELS DEPICTED ON THIS GRADING PLAN. THESE NUMBERS MAY VARY DUE TO L ACTUAL SOIL COMPACTION AND SOIL SHRINKAGE. LLr NOTE: EARTHWORK CALCULATIONS DO NOT INCLUDE CUT/FILL REQUIRED FOR ROADWAY WIDENING(S) ALONG SITE FRONTAGE. DATE: 10-7-2022 PROJECT: C2019-013 SHEET 256 2562 C; p " E o � C p9 .i CO CB 1N KEYNOTES Oct o _ _ jo S O:3+85.06 MATCH EXIST. CURB, GUTTER, & SIDEWALK b�A N Cc LU RIM:2556.28 C is FIELD VERIFY PRIOR TO CONSTRUCTION. SU P:2552.18 TRANSITION FROM VERTICAL CURB TO ROLLED Zco 255 INV IN:2553. 3 12"SE R M:2556.28 2559 CURB AT CONNECTION. � Z FINAL GRADE " SUMP:2552.53 2 SAWCUT EXIST. ASPHALT AS REQUIRED (MIN. 2') Z I V OUT:2553 18 15 NW " FOR 1% TO 4% CROSS SLOPE AT CONNECTION, I V OUT:2553. 3 12 NW = QJ 0O3 CONSTRUCT VALLEY GUTTER PER ACHD SUPPLEMENTAL SD-708. a o ® NOT USED. = Z w 255 EXISTING GRADE 2556 W SIDEWALK (ROADWAY & MEANDERING) MUST BE 6" 1= THICK IN FRONT OF 14-FT ACCESS APPROACH. W w w © CONST. 8' WIDE MERIDIAN PATHWAY PER SECTION SHEET 4.3. . W 111 L 15 VERIFY CONSTRUCTION & LOCATION W/ LANDSCAPE PLAN. 3 co `° 255 �SDR-35 0.22% 2553 Z ~ M dl i 70 CONSTRUCT MID-BLOCK PEDESTRIAN RAMP PER ACHD W � o 2+41.38 HP I �' I SD-712G. ui w 2559.02 TVC I 3 i rn cj 29 LF 12 �F,F,�� � � MATCH EXISTING j ' C�RBTRSEETDETAELTRIAN SHEETR�MP, TYPE H4 FOR ROLLED w 12 LF 15" C-900 ® 0 329b G �66 ' I 1 II SDR-35 0.25% O �,� O I i a NOTE: ADA STANDARDS REQUIRE THAT CROSS SLOPES 3+81.47 I a 3 I SHALL NOT EXCEED 2% ON ANY PEDESTRIAN RAMP OR 255 2550 2558.12 TRC 2+55.00 GC I I I SIDEWALK. ACHD WILL NOT ALLOW ANY TOLERANCE FROM NAL LF 15" �A 1 RO TING ROF �E S 3+56.51 2558.91 TRC I i THIS REQUIREMENT. LONGITUDINAL SLOPE ON PATHWAYS S�� FN p 2558.20 TRC I SHALL NOT EXCEED 5.00%. ��S G\STFR SDR-35 ® 0.59% o o' o � F 12 c�, 3+41.92 I � _ � Q- O to H R: 1 = 0 $ 2558.21 TRC j a I NOTE: ALL PEDESTRIAN RAMPS MUST HAVE DETECTABLE Q 05/02/2023 3+96.06 I '`\ _ ��N I _� 1---g WARNING PER ISPWC SD-712. 1 882 E . 1 2557.89 TRC \\ �� 254-7 47 I c0 3+36.54 GC 2+70.32 HP < 90 CONST. 14' WIDE GRAVEL ACCESS ROAD AS SHOWN. SEE Nj�t'Gl� 1 +80 2+10 2+40 2+70 3+0 3+30 3+60 3+90 4+20 4SR 4+15.07 CB-_ `\ $ �<VN s 2558.24 TRC 2558.97 TRC I DETAIL SHEET 4.3. y7F Z 2557.78 TRC 1) / o a 1 I a ® NOT USED. � N OF �j 4+21.70 GC :0'0� s 3 �- - o.�s I I S. C 2557.821 TRC �w W_W_W M M M M 1 NOT USED. N O O O 7.84 0 \ 2'b SF/L I V . A L P O E. ' o ' , CHECKED BY: O _ _ - I o ® CB #1S W/ 1 SUMP PER ACHD SD-604A, TYPE IV. SEE PROFILE DAVID A. BAILEY P.E. • �2 5 �- j - o - THIS SHEET FOR ELEVATIONS. I N si S 5 s (QP,00=0.94 cfs, QP2s--0.67 cfs) DRAWN BY: 1 - 0.51%I ® CB #11 W/ 1' SUMP PER ACHD SD-604A, TYPE IV. SEE PROFILE Xoo i i s I 3 i THIS SHEET FOR ELEVATIONS. STA 8+00.00 l••� MATCH SHEET 4.2 I I ° (QP,o=2.08 cfs, QPa�1.49 cfs) 3+36.54 GC 4+75.33 HP 7 2558.04 EP � � I I ° CONSTRUCT MONITORING WELL #1 PER ACHD SD-627. 1 SEE DETAIL SHEET 4.4. 0 2558.04 TRC ' •i I � o - . 1 3+41.78 I ' I _ ® INFILTRATION BASIN #1. SEE DETAIL SHEET 4.4. 2558.01 EP / )P NOT USED. >>��� 2+70.32 HP I �I i ® 7+66.38 �� R R II�R R / s;s' 2558.97 TRC I �I I g 2556.87 TRC �r �� �� NOT USED. o cp 2+55.00 3 i fib♦ 4+15.07 CB Q1 2558.91 TRC I w • s �j�� 2557.78 TRC I I I M ® CB #2W - INV OUT ELEV: 2554.78 W/ 1 SUMP PER ACHD zo 5+29.33 GC + ' I o I SD-604A, TYPE IV. CONST. 29 LF 12" C 900 ® 0.34% TO CB #2E. F ,� 7+41.47 GC 2557.26 TRC I I _ ( ) 7+41.47 GC 3 2556.77 TRC \-4+21.70 1 I I a QP,o�0.45 cfs, QP0.32 cfs N GC i � � _ 2556.77 TRC O a 2557.82 TRC 2+41.38 HP I ® CB #2E - INV IN & OUT ELEV: 2554.68 W/ 1 SUMP PER w U O • sz / s° 4+74.35 2559.05 TVC I �I i ACHD SD-604A, TYPE IV. CONST. 8 LF 12" SDR-35 ® 0.62% a 6+96.74 CB w ��p / I TO SDMH 2. N p 2558.03 TRC MATCH EXISTING I # 2556.53 TRC o 7+30.02 ° w/ I ° i a ( (QP,00=0.72 cfs, QPa�0.51 cfs) W cal 2556.71 TRC 3 c� 6+48.36 GC / a 4+75.33 HP O I I (/) o f \ • �^��' 2556.79 TRC a� ///• 1 2558.04 TRC ' I N W \I w i ® SDMH #2. SEE DETAIL SHEET 4.4. W � w OA `�� • �A I I i � z % ' •� >>� O ° I a _ ® INFILTRATION BASIN #2. SEE DETAIL SHEET 4.4. I G w/ ��•/ �5. I ® CONSTRUCT MONITORING WELL #2 PER ACHD SD-627. SEE DETAIL SHEET 4.4. W 2557 5+20.10 I I Ocp 66`' sr " ;n�-� • 2557.40 TRC CONSTRUCT 10-FT WIDE MERIDIAN PATHWAY AS SHOWN. SEE 5 ' n4 •/ 5+29.33 GC 5+68.59 �n i I 4 DETAIL SHEET 4.3. SEE SHEET 3.3 FOR ENTIRETY OF PLAN VIEW. j ®t �/ • 2557.26 TRC a a ° 2557.11 TRC 1 � STREET NAME DESIGNATION SIGN. o -•� o Z \ Q® 24" SOLID WHITE STOP BAR PER ACHD DETAIL #19. L 6+18.59 O W 2556.91 TRC Q® 36" 1 STOP SIGN W/ 'NO OUTLET' SIGN & ARROW PER 0 EP EP 6 6+48.36 GC O C K O 5 W14-2AR & STREET NAME DESIGNATION MOUNTED ON TOP. 2556.79 TRC 7+10.58 9 Q 1 2556.60 TRC 9 6+92.98 6+59.26 O v 6+96.74 CB 2556.55 TRC 2556.73 TRC TEN MILE STUB DRAIN 1 LL 2556.53 TRC O 6+79.82 Z 13 2556.62 TRC O 0 O 3 O 0� rn j O 30 0 15 30 60 v , W. OVER DR. W SCALE IN FEET Z 1"=30' ? Q 256 2565 10 Q ;0m W O H 0C '� 0M ��Z 0N N L 1_* (1) M� �7 *Iron) 256 n ao M 562 r .U)Z LO >00 LO � = 00 D �� � M N WO 00 00 IQ Np U MN + Q MI Z Z � N Q � 1141 co Q Z, J- N W ��_ OpcQ U) W nW= Q LO0 (D U +N J 0 QWQ Z O +N L0U L0 0U QW > QW d 00 +N +N �N HJ� H W ~J (nW J < ..�U .. ''-' cON ..'''' QWQ NW2 N C9 NW WL-0 255 Q m Q W Q FINAL GRADE AT 2559 r (Cn HJW QW HJtr NWC9 1 % 0.40� _ V 67q ��_ ROAD -1. �- - O tnWC� NWJ NWC� 0. 0% -0.5 % -0.59% - - _ � � � -1.43% 0. 9 ---- - -- � O 0.40% -0.40% --_- ---- I INDEX MAP 0. 3% -0.53% -- --- ---- _ -- ,1� �,� P-IRR CROSS NG LL 255 --- - - " C-900 SLEE E 2556 1"=150' r 1 - - - --- -- - -- - -- - EXIS ING GRADE 1 STA: 2 55.00 ® V J 12 C-90 AT R DAD STA: 4+15.07 ELEV. 2558.99 Q 12 C-900 STORM D IN STORM DRAIN ELEV. 2557.86 GRAD CHANGE LOW OINT nI 255 2553 O O LL LL �- Plans Are Accepted For Public Street Construction DATE: 255 2550 By stamping and signing the improvement plans, the Registered 10-7-2022 Engineer ensures the District that the plans conform to all District PROJECT: policies and standards. Variances or waivers must be specifical- C2019-013 ly and previously approved by the District in writing. Acceptance SHEET ALEP 0-DOVER PF OFILE of the improvement plans by the District does not relieve the HOR: 1 "=30' Registered Engineer of these responsibilities. VER: 1 "=3' BY DATE: 2547 547 ADA COUNTY HIGHWAY DISTRICT , 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 C� Q oM E � TEN MILE STUB DRAIN = Q Ln KEYNOTES °' ON V o � 10 SIDEWALK AT FACE OF DRIVEWAY SHALL BE THICKENED TO 6". 'o�A N J N O CONST. COMMON DRIVEWAY; SEE SHEET 4.3 FOR DETAILS. ■i Z (D Z 30 CONST. 12' MERIDIAN PATHWAY SECTION AS SHOWN. Z VERIFY CONSTRUCTION & LOCATION W/ LANDSCAPE PLAN. W DOVER DR. NOTE: ADA STANDARDS REQUIRE THAT CROSS SLOPES ■E z SHALL NOT EXCEED 2% ON ANY PEDESTRIAN RAMP OR SIDEWALK. ACHD WILL NOT ALLOW ANY TOLERANCE FROM = w ? THIS REQUIREMENT. LONGITUDINAL SLOPE ON PATHWAYS W Z ~ 1 o SHALL NOT EXCEED 5.00%. W U) w ti NOTE: ALL PEDESTRIAN RAMPS MUST HAVE DETECTABLE Z w m WARNING PER ISPWC SD-712. ■� L m cc zo D 4 STREET NAME DESIGNATION SIGN. W a co m J U) ww z wW D O D S\pNAL FN m 0��1��G\STFR F PINE AVE. Q� 05/02/202: U,17882- INDEX MAP BL OCK 5 1"=150' �rF�F S. N S. C� CHECKED BY: DAVID A. BAILEY P.E. DRAWN BY: KSC N N N N N M `� M N 9+43.74 GC O 9+31.81 2557.68 TRC 2557.61 TRC 11+60.74 z 3 9+68.02 2557.77 TRC 11+33.04 GC 2558.50 TRC 2558.43 TRC r7 10+08.02 10+48.02 10+88.02 11+53.42 HP z w 2558.09 TRC 2558.25 TRC 11+28.02 2558.54 TRC 9+12.67 F2557.93 TRC o 2557.51 TRC 2558.41 TRC a V W (� a Q J O w w w w w w w W_W_w w a N 8+96,11 W _ N . SIR _ EEK AVE._ _ _ � N o N V N 2557.42 TRC 25 11+53.42 HP 1 �1� 11+90.02 W I 58 2558.54 TRC �� 2558.35 TRC z O R66S, xn 4 \ • R66� 11+95.65 GC 0, J 9 �i 2558.32 TRC m i00 • 12+19. TRC 58 Li 3 W / 9+43.74 GC 9+73.44 10+13.44 10+93.44 2558.20 2557.96 TRC 2558.28 TRC ;;_;; 00 0 12+38.85 8+76.30 2557.68 TRC 2557.80 TRC � 12 2558211 TRC 2557.32 TRC 9+28.12 11+15.44 8+64.48 GC R3 2557.59 TRC 44 2558.36 TRC 2558.12 TRC , O 2557.26 TRC 3•S' 11+33.04 GC t0 \ h q LL 8+46.38 8+64.48 GC 2558.43 TRC • �! 2557.26 TRC 0 2557.18 TRC i � 11+95.65 GC .� 2558.32 TRC 0 12+19.58 .0'p� $ z4-'i m 3 2558.12 TRC w m ( ` �� F��• v O O O O // �5," 2�� 5 - ]E m N . m Q O 12+38.85 : . 12 5�, -~ M 3 2557.89 TRC O nn a 8+06.38 2557.02 TRC I IN �00 � 0 3 _ 0 � � S STA 8+00.00 Sy Ao r n MATCH SHEET 4.1 FFT 30 0 15 30 6017 MMi A SCALE IN FEET > 1"=30' 256 2565 Q m w W MMi ,*N LO NN W 0� ,*0 (0,*� T_1� c0 W M 06 •Z -.,* 256 0�� �M M^ Q +� +� z rnLn= �^ U) 2562 LO ��W �I� �� 2 �N �Na_ ±NU +� _NNa +N LO N O+ON m QW HJ0 QWa �N QWa 00 ..5 HJ (nW 2 HJw "� HJ 2 Q W Q FINAL GRADE AT N W m w o Q W (n_j ~J 2559 LL 255 •• U Q W ~1,1J ROAD 0.53 0 0.53% 1 ' N W W 0.40% -1 50q 2.00% 0.53% 0 0.40% - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 4" P IRR CROSSING-900 SLEEVE 255 _ -- - - - - - ---- 8"EXISTING GRADE 2556 0 4" P-IRR CROSSING AT ROAD x 1,7 [8" C-90 SLEEVE] STA: 12+32.61 255 ELEV. 2557.84 2553 � I0 L.L Plans Are Accepted For Public Street Construction DATE: 255 2550 By stcmpirg and sign-g t-e rlcrove�ent plans, tre <eg s,erec 10-7-2022 -ng nee ensues t-e 'str c, t-at .-e pans corfor- .o ell y s.,c: PROJECT: D O E R-M R O R CREEK PROFILE pol c es a-d s.cnca,ds. Va,icnees Wei,,ers m,s- be specil ccl- C2019-013 y a-,- orev ousy aeprovea ay D strict n wry.ng. Aceeetance SHEET >> > a" tre irlproverlert pars cy tre D'st,ic, coes rot �a eve tre HR: 1 = 0 Regls.ered _rginee, ool .rese respons.o E R: 1 = B" DATE: +80 8+10 8+40 8+70 9+00 9+30 9+60 9+90 10 20 10 50 10 80 114.10 1 1 40 11 70 12 00 12 30 12 60 12 R47 ACA CCJV-Y I-ICII-WA' D S R CT 4e2 Q O S Q i C_ ` O O v N C ♦/1�S T w ■� ZF co Z Z MENEM � O N L� Z tz w cc W U) W ~ w Z w 5 CnQD W Q0o U) cc ww C� W �S\\pNAL FNG F 05/02/2023 N17�82 PEDESTRIAN RAMP FOR ROLLED CURB r 9TF oF�,6�` 20'-0" 2557.64 TBRC I V/ P L P L NOT TO SCALE 2557.42 TRC N S. C� / 47'-0" / 2557.52 SW 2558.56 TBRC !' NOTES N 2559.29 TBRC 7'-0" 33'-0" 7'-0" Q RAMPS FOR CORNERS W/ MIN 15' RADIUS AND 10'-0" 10'-0" o CHECKED BY: UTILIZING ROLLED CURB 8'_0„ 8'_0„ i I � DAVID A. BAILEY P.E. e RAMPS ARE CONTAINED WITHIN THE CURB RADIUS / 2'-0" 2'-0" TYPE "H4" c RAMP DIMENSIONS SLOPE 2.00% SLOPE 2.00%-- / DRAWN BY: 5'-0' 16'-6" 16'-6" 5'—p" CURB TYPE= STANDARD 3" ROLLED CURB PER KSC ISPWC SD-702 / 6" OF —3/4" 2" ASPHALT / g 14'-6" 14'-6" 4, THROAT DEPTH= 4' FROM FACE OF CURB � PAVEMENT 0 20PE 5% PERWALK ACHD 1SD5709 �� CRUSHED GRAVEL / 24 THROAT WIDTH= 4' MIN WING= 3' TRAVERSABLE 8" THICK CONCRETE RIBBON CURB SLOPE 2.00% SLOPE 2.00% 4' @° o WING= 1.5' NON TRAVERSABLE 4" — 3/4" MINUS CRUSHED GRAVEL ♦ x� OQ RAMPS REQUIRE A MINIMUM 4'x4' LANDING IN 0 SIDEWALK © 1.5% +/— 0.5% (2% MAX SLOPE) �♦ 2557.80 TBRC 2559.29 TBRC H ® RAMPS SHALL NOT EXCEED 12:1 (8.3%) SLOPE 20 SHARED DRIVEWAY FP TRAVERSABLE WINGS SHALL NOT EXCEED 10:1 25 4" — 3/4" MINUSJ (10%) SLOPE TYPICAL SECTION 5" THICK CONCRETE — — Q CRUSHED GRAVEL 0 NON TRAVERSABLE AREA— LANDSCAPED AREA NOT TO SCALE — SIDEWALK (TYP.) c — — 2557.61 SW O 4'x4' FLAT STREET SIDE LANDING REQUIRED 2 1/2" ASPHALT 4" — 3/4" MINUS CRUSHED Q CURB IS NOT REQUIRED TO BE FULL HEIGHT I 2557.53 TRC e ° o Uj PAVEMENT GRAVEL (COMPACTION REQUIRED) QQ DETECTABLE WARNING PER ISPWC SD-712 �, [SP-3, 1/2" MIX, PG 58-28] EXTEND GRAVEL AND PIT LOT 25, BLOCK 5 DRIVEWAY o RUN 6" PAST CURB. (TYP.) a Q STANDARD ROLLED LEGEND PLAN VIEW 47' RIGHT—OF—WAY CURB & GUTTER (TYP.) AS PER -> 1.5%f0.5% (2% MAX SLOPE) 1 »=20' 0 0 ACHD SD 702 ♦ 7.3%f1.0% (8.3% MAX SLOPE) W N TYPICAL STREET SECTION 12" — 6" MINUS PIT RUN 9%f1.0% (10% MAX SLOPE) ; o N NOT TO SCALE NOTE i ( ) w o Lo CONST. THROAT WIDTH AS 4' v — Z 2558.49 TRC 31 . . . . . . MINIMUM OR AS SPECIFIED. 2558.58 SW = ° r n a V / 2558.70 TBRC 5 2561.65 TBRC 1 1 MIN FLAT 14—0 LANDING EITHER j SIDE ' 32 Q 8' ,10' OR 12' AS SPECIFIED - 0 SLOPE PATHWAY 1.775% t 0.25% I , ' W � ATURAL 2560.03 TBRC � II PLACE 8" MIN. OF 3/4" GROUND 6" OF — 4"3/ 2561.72 TBRC ICI MINUS CHRUSHED I AGGREGATE COMPACTED TO CRUSHED GRAVEL SUBGRADE 2558.68 TBRC I AGGREGATE 2" ASPHALT COMPACTED TO COMPACTED OVER RADE. COORDINATE W/ OWNER & PAVEMENT 95% DRY DENSITY 2558.47 SW DENSITY. OVER 2558.35 TRC I z LANDSCAPE PLAN FOR ANY n VARIATION IN SECTION. 0 0 PATHWAY MUST MEET ALL ADA STANDARD AND SPECIFICATI REQUIREMENTS.ONS. THERE THESE WILL BE NO TOLERANCE TO LOT 32, BLOCK 5 DRIVEWAY — 2.00% MAX CROSS—SLOPE GRAVEL ACCESS 5.00% MAX LONGITUDINAL SLOPE. PLAN VIEW V / TYPICAL SECTION CITY OF MERIDIAN PATHWAY 1 "=20' Q NOT TO SCALE SECTION > W NOT TO SCALE z Q W W V) LL 0 0 w 1 0 U W J x 0 Plans Are Accepted For Public v , LL Street Construction DATE: By stamping and signing the improvement plans, the Reciste-ed 10-7-2022 Engineer ensures the District that the plans conform to a I Distrct PROJECT: NOTE: policies and standards. Vcro-ces or wavers —us, ee sceaficcl— C2019-013 PAVEMENT SECTIONS ARE BASED UPON ly and previously approved by the Cis.,c� r wrti-c. Accep�a,ce EET LABORATORY GENERATED R—VALUE OF R=12, of the improvement plans by ire Dis-rct coes ro: relieve she TI=6 FOR RESIDENTIAL STREETS Registered Engineer of these esco-s c)dh es. [REFER TO GEOTECHNICAL REPORT BY SITE BY DATE: CONSULTING, LLC DATED MARCH 10, 2021] ADA COUNTY HIGHWAY DISTRICT X 4e3_1 O U NOTE: REFER ACHD SECTION 8200, 1 2 MONITOR WELL LOCATIONS APPENDIX R DETAIL 4 FOR LINING TO EXTEND TO TOP OF NOTE: Tv FINISH GRADE co ALL WELLS LOCATED IN SW ADJACENT TO POND Q STORMWATER BASIN STANDARDS. 1. NOT USED. 0 6 BANK & CENTER OF BERM (MIN) - -I I i I 1 SEE SHEET 4.6 PLAN VIEW FOR EASTING/NORTHING N FREEBOARD 2. GROUNDWATER WAS ENCOUNTERED IN TEST EXCAVATIONS ON THIS SITE. IF GROUNDWATER IS =III -1 _ (� w ENCOUNTERED HIGHER THAN INDICATED ON THE PLANS THE CONTRACTOR SHALL NOTIFY THE ENGINEER - °o wau .� CD �- W.S. 100 YEAR LEVEL IMMEDIATELY FOR REDESIGN BETWEEN GROUNDWATER AND THE POND BOTTOM. UNTIMELY NOTIFICATION OF ro - SOP L Z i THE ENGINEER MAY RESULT IN ADDITIONAL COSTS TO THE CONTRACTOR. NO BEDROCK WAS ENCOUNTERED ;III LEGEND: Z SOD FINISH EXCEPT 3 " - I= FOR BSM LENS 1 IN ANY OF THE TEST PITS. REFER TO GEOTECHNICAL REPORT PREPARED BY SITE CONSULTING, LLC 1. WELL COVER, 8 DIAM. WATERTIGHT GALVANIZED STEEL COVER Z (BSM TO BE j DATED MARCH 10, 2021. AND CANISTER. Q `'9 HYDROSEEDED PRIMARY FOREBAY �J 2. 2 OR 3 BOLT LID WITH 9f6" HEAD AND SAE THREADS, �_ ) 6" CLAY 4" TOPSOIL OVER `�� 3. ALL MONITOR WELLS SHALL HAVE A CONCRETE APRON POURED AROUND THE CAP. a 3. CONCRETE (COLLAR) CLASS 3000 (ISPWC SECTION 703). PLA CONCRETE COLLAR a S EMBANKMENT AND DIVIDER w - w �� ^j LINER 0 BERM MATERIAL PER SOILS w 5 C3 4. CONTRACTOR TO HAVE PERCOLATION TEST PERFORMED BY SOILS ENGINEER AFTER INFILTRATION BASIN 4. %" DIAMETER HOLES OR SLOTS CUT INTO PIPE AT 3" ON = w y�L ENTIRE PRIMARY SEE CUT-THROUGH CLAY LINER �Pk. ENGINEER AND COMPACTION IS FULLY EXCAVATED. THE ACHD STAFF MUST VERIFY THE INFILTRATION RATE AFTER THE FACILITY IS a CENTER. W Z ~ BOTTOM IS BSM DETAIL THIS SHEET SLOPE 1� TO OUTLET TO 95% REQUIRED (PER FULLY EXCAVATED. IF THE PERCOLATION IS LESS THAN SPECIFIED BY THE SOILS REPORT AND ENGINEER Z,� 5. TRACER WIRE SHALL BE PLACED ON OUTSIDE OF PVC PIPE, �� �18" AASHTO T180). (2"/HOUR W/ FOS PER ACHD 8010.1.5), CONTRACTOR MAY NEED TO BLAST OR BORE TO CREATE W MINIMUM 18 GAUGE, INSULATED, SINGLE-CONDUCTOR COPPER � W _ CONDUIT FOR DRAINAGE TO OCCUR OR REDESIGN THE SYSTEM TO ACHIEVE THE REQUIRED INFILTRATION. Q w WIRE, INSULATION COLOR SHALL BE GREEN WITH THREE 6" 00 Z w BSM III-III-III- DIAMETER COILS. 8 ■� CLAY LINER AS SPECIFIED 5. EXCAVATION OF PONDS IS TO OCCUR WITH A QUALIFIED GEOTECHNICAL ENGINEER AND/OR PROJECT o 6. PIPE SHALL BE PERFORATED PVC, ASTM D-3035, SDR 35. IM Z w (FOREBAY ONLY) ENGINEER ON-SITE. N WELLS BACKFILLED IN A PIT REQUIRE 6" PIPE. DRILLED WELL aco 00 INFILTRATION TEST TO BE o MAY USE 4" PIPE. 3 W U o 0 7. NONWOVEN FILTER FABRIC AROUND OPENINGS AND BOTTOM, w w PERFORMED AT BOTTOM OF BSM BIORETENTION SOIL MIX SPECIFICATIONS o a g FABRIC OVER CHIPS/DRAIN ROCK. LAYER. 60% SAND r N 8. POLYPROPYLENE FIVER REINFORCEMENT AT 1 J¢ LBS/CY. SECTION CONCRETE COLLAR V W 20% SANDY LOAM (SILT, SAND, CLAY) m 3 9. BACKFILL MATERIAL TO MATCH STORAGE MEDIA FOR TYPICAL POND SECTION 20% COMPOST of OBSERVATION WELLS LOCATED WITHIN A BMP FACILITY. USE PIPE NOTE: o m BEDDING CHIPS FOR OBSERVATION WELLS LOCATED OUTSIDE EXCAVATION OF PONDS IS TO OCCUR WITH A QUALIFIED -NTS- NOTE: BSM MUST BE IN CONFORMANCE W. BMP FACILITIES. WITH ACHD SECTION 8200, APPENDIX F. m� 4 S\pNAL 6 GEOTECHNICAL ENGINEER AND/OR PROJECT ENGINEER N 0 0 NOTES: S ON-SITE. PROVIDE METAL END SECTION w o o G�STER W/ TRASH RACK & RIP RAP a o o g A. GOUNDWATER OBSERVATION WELLS ARE FOR cc BIORETENTION SOIL MIX SPECIFICATIONS o o MEASUREMENT OF GROUNDWATER LEVELS WITHIN Q� 05/02/2023 60% SAND NOTE: AT INLET TO POND FOREBAY o 0 OR NEAR STORM DRAINAGE FACILITIES. 20% SANDY LOAM (SILT, SAND, CLAY) THE INFILTRATION RATE OF THE CLAY AM INLET TO POND PRIMARY � , o o B. THIS DETAIL IS FOR WELLS INSTALLED BY u'� �17882 20% COMPOST LINER MUST NOT EXCEED 0.5"/ HR. BASINS [REFER TO ACHD w o o DRILLING OR BY EXCAVATED PITS. G^ ' o SD-628 W/ RIPRAP OPTION] o "' o o C. LOCATION OF GROUNDWATER WELLS SHALL BE 0 o APPROVED BY ACHD F OF 0 o D. OBSERVATION WELLS NOT ALLOWED IN CURB OR ��'/N S. CRP\ VALLEY GUTTER SECTION. 0 0 WIDTH VARIES 0 0 ACROSS BERM 0 0 ' CHECKED BY: NON-WOVEN DAVID A. BAILEY P.E. GEOTEXTILE FABRIC 2' MIN 2' MIN __ __ MONITORING WELL DRAWN BY: _�� __ - 7 8 PER ACHD SD-627� KSC 2' 2' TYPE 1 MATERIAL PER OVERLAP 10 OVERLAP 3'@A-A ISPWC SECTION 206.2.E _-2sso- 5� TOP & 2050.2.2. INSTALL 2' 6' 2' _ j WELL SECTION NOT TO SCALE POND PER ISPWC 206.3.2.A.1. -2550- \ e\ -2554' OB \TO FOREBAY OVERFLOW CHANNEL - - \ SECTION 8" ANGULAR STONE RIPRAP \ NOT TO SCALE (8" MIN THICKNESS) \ z CL CL 0 ARMORED SPILL CHANNEL SECTION Z I NOT TO SCALE I o o Q \ I 55.10 FIG BERM: 2556.30 0 w o _.._.._....� Q 04 TT 0 T N TOP OF BERM - l I� �. 1 POND 2 FOREBAY II W o `� ELEV PER PLAN 12" STAINLESS STEEL PIPE CAP I ss� V100: 223 FT-3 r z WEDGE PRODUCT PART NUMBER CAPACITY: 433 FT"3 I 6015.S OR APPROVED EQUIVALENT. ` \ J I I s�. TOP OF BANK: 2556.80 SECURELY ATTACH CAP TO PIPE. 100-YR HW LINE: 2556.30 r n DO NOT GLUE. BOTTOM: 2554.38 - 2554.58 N , 12 �,'BOTTOM AREA: 49 SIF 27' _ POND PRIMARY POND 1 PRIMARY 55.12 RIM 5 . 0 FG 1 100: 5,177 FT-3 SDMH #1 SDR-35 OUTLET CAPACITY: 5,378 FT^3 �� 1 PIPE TOP OF BANK: 2555.10 PIPE SIZE & FLOW FOREBAY BOTTOM 100-YR HW LINE: 2554.60 SLOPE PER PLAN SLOPED BOTTOM OF POND: 2552.60 • J� BSM LENS AREA: 2,010 FT 2 II oo i 6 t OND INLETT TO 2 PRIMARY HIGHEST GW ELEV-2551.5 III ` �.. \ �h� V100: 2,004 FT^3 BSM LENS PROVIDE TRASH PROVIDE TRASH \ \N �' 57.17 RIM _ �.� 1 CAPACITY: 2,379 FT^3 W Z M DMH # 1 6� TOP OF BANK: 2556.80 RACK ® INLET 66 RACK & RIP � /50 I i` � -� �` 14p• 2SS)`-255 100-YR HW LINE: 2556.30 RAP ® OUTLET \ 1� BOTTOM OF POND: 2554.30 Q ° _ w BSM LENS AREA: 779 FT-2 10 W� j HIGHEST GW ELEV:2553.3 30 0 15 30 60 z CUT OPENING AS ` 1\ BERM: 2554.60 I 11 D x� SHOWN IN END " \ i CAPS 2 SCALE IN FEET Li . I 0 »- 1 W �n 1 POND 1 FOREBAY 1 -30 _ 0 J OPENING INV = 4 v , V100: 575 FT-3 PIPE INV CAPACITY: 614 FT^3 POND FOREBAY TOP OF BANK: 2555.10 100-YR HW LINE: 2554.60 BOTTOM: 2552.63 - 2552.88 FOREBAY/PRIMARY CUT-THROUGH DETAIL BOTTOM AREA: 110 sF - \ -NTS- POND 1 POND 2 - 0 / PLAN VIEW PLAN VIEW mm W 1"=30' 1"=30' W TEN MILE STUB DRAIN 0 Q TO FOREBAY TO PRIMARY FROM FOREBAY TO PRIMARY SDMH INV OUT PIPE LENGTH/SLOPE INV C� FOREBAY INV OUT PIPE LENGTH/SLOPE INV ® PRIMARY INV ® PIPE CAP PIPE LENGTH/SLOPE DRAINAGE SDMH INV IN INV ® PRIMARY SUMP ELEV (TO FOREBAY) [SDMH TO FOREBAY] (TO PRIMARY) [SDMH TO PRIMARY] [IN FOREBAY] [THROUGH BERM] POND 1 #1 2552.93 15 2550.93 1 2552.93 15 8 LF 15 SDR-35 0 0.59% 1 2552.88 15") 14S 2554.10 12 1 14 LF 12 SDR-35 ® 10.62% 1 2552.60 1 2552.63 1 12 LF 12 ofSDR-35 0 0.25% 2552.60 W. DOVER DR. 2 2554.63 12" 2552.63 2554.63 12" 12 LF 12" SDR-35 ® 0.41% 2554.58 12" 1 2555.80 12" 1 12 LF 12" SDR-35 ® 12.50% 1 2554.30 2554.38 1 1 12 LF 12" SDR-35 ® 0.67% 2554.30 L.L1 I z SDMH RIM ELEVATIONS AS SHOWN IN PLAN VIEW DETAILS THIS SHEET OR LOWEST POSSIBLE RIM 0 AS DETERMINED BY PRECAST SUPPLIER (MAY HAVE REVEAL ABOVE FINISHED GRADE) y 0 0 L.L U J W e m x POND 2 z 0 D 0 m LL , /'� V 1 Plans Are Accepted For Public I Street Construction DATE: 10-7-2022 PINE AVE. By stamping and signing the improvement plans, the Registered PROJECT: Engineer ensures the District that the plans conform to all District C2019-013 policies and standards. Variances or waivers must be specifical- 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 =150r Registered Engineer of these responsibilities. BY DATE: ADA COUNTY HIGHWAY DISTRICT - o4 C� Q oM 1 � QO KEYNOTES M :u � o � 11-1/4' BEND (MJ) N 22-1/2' BEND (MJ) ■ Z EX SSMH A-47\ \� I � Z ----- ------------------------- 03 45' BEND (MJ) uj i I I i � 0 o J� L------ /--------------J J NOT USED so --------------- -------- ------ --- - °-- -� - - - - � 0 8"x8"x8" TEE (FLG) - ----- ---- -- --------------- N --- --- -- � I , , 2- 8" VALVES (MJxFLG) = w 1- 8" ADAPTER MJxFLG Z 5 PI-�R-�R�PI PIS/1� !1� R °!1� ( ) - I R !1 �R W - t2548.4© F_ 1 jl :r----------------------------------- r---- --- _ ----�--- _ • - ---� r -- ---------------------- I © REMOVE EXISTING BLOW-OFF W - o I i i i i i i i CONSTRUCT 2 LF' '^ Z w I I LOCK I I ASSEMBLY AND CONNECT TO EXISTING 8" WATER MAIN. ■� �1 I I I 1 I I I I I » I Jl I a - I I I $ WATER MAIN I CONTRACTOR TO FIELD-VERIFY � I� I I I II II I wco I O p I LOCATION & ELEVATION OF EXISTING Z M I N ® CONSTRUCT 5 LF I I WATER MAIN. W a °° I » M 1 I fi II 8 WATER MAIN © O 0I - U i ±2551.0 i �I 7 NOT USED j w J Q® CONET. 14 LF. 6" WATER MAIN V --------------------J Q 00 O O O O O O N I �I I 8"x8"x6" TEE (MJxMJxFLG) -1 6" VALVE (MJxFLG) I I I i 1 L---_ ---------------j I FIRE HYDRANT (MERIDIAN W8) --------------------- 11� - - l �SIpNAL FNC N I I I I I I I I I I I O CONET. 12 LF. 6" WATER MAIN I I I I I I I I I I I I r----- 8"X8"X6" TEE WATER METER LEGEND I I I I I I I I CONSTRUCT 211 LF I I I __------- I I (MJxMJxFLG) �o ��G RFO PER CITY OF MERIDIAN STANDARD DRAWINGS W1,W2,W3 I - I f2547.9 I I I I I I I I I I 6" VALVE MJxFLG Q ( I I I I I I I I I 1 ( ) 05/02/2023 CONSTRUCT 32 LF I I I I 8 WATER MAIN I I I I I I & W5 © I FIRE HYDRANT (MERIDIAN W8) Q N » I I I I I I I I I I 1 N��1 .Et 8 2 LOCATION PER MERIDIAN SD-W9 IF METER SHARES LOT O ±2548.5 i --- -- 1 8 WATER MAIN I I I I I I I I I I L I I I I I I I I I �I FIELD VERIFY EXISTING WATER SERVICE LINE WITH FIRE HYDRANT. I I EX SSMH AI 5 © I I © I I © I I © I I ® I I I I ® LOCATION & PROPER, WORKING 9T I ±2548.6 I I ±2548.8 I I ±2548.9 I I ±2549.1 I I ±2549.3 I O 1 3/4" DOUBLE METER SERVICE (1" PIPING, 3/4" CONSTRUCT 16 LF --- ____- - --__ I I © I 1 CONDITION. F OF Ir--__ FV�N S. CRP\ METER SETTERS) 8" WATER MAIN j J r--- -- ±2550.0 I v o ------------------ 2 14 I I I Q WATER METER LID MUST BE 3/4" SINGLE METER SERVICE (1" PIPING, `� a I I �1 - i TRAFFIC RATED 3/4" METER SETTERS) --------- _- � `� o ` a a 11 L-- _ _ _ -------------- I © FIELDVERIFY EXISTING SEWER SERVICE CHECKED BY: VE I S SE ` a 1 LOCATION & PROPER, WORKING DAVID A. BAILEY P.E. SERVICE MARKERS TO BE PROVIDED PER MERIDIAN SD a SW-3. w w w w w w w w w w w N N MIRROR CREEK_ AVE. I CONDITION. DRAWN BY: -------------------------------- - NOTE: 8" PVC ®0.45� a .I 1 I EX SSMH A-6 I I I Q© NOT USED. KSC THE CITY OF MERIDIAN REQUIRES THAT ALL WATER METERS O �� i 2 } o AND WATERWORKS BRASS BE ANSI/NSF 61 CERTIFIED. N oo oo $" P C ® 2'l0 0 1 3 I j 1 o I ® POTABLE/NON-POTABLE MAIN CROSSING. REFER s��s s S -s�� s 5 �s s `\ I I TO WATER NOTE 2 ON COVER SHEET 1.0. THE CITY OF MERIDIAN REQUIRES 4-FT OF COVER OVER �� II I / r7 -POTABLE 1 \ � WATER MAINS. � ° ° �'----' 04--¢�-°�L--- ---6--"-i°----- -�--� --- - --- - \ °a 31 © R�FER TO WATERNOE 3 ON SERVICE COVERCROSSING. SHEET 1.0. ±2549.3 NOTE: ALL MAIN IS TO BE BLUE ANSI/AWWA C-900 __ __ J ` _ ______ _ _ \� 8" PVC 00.42% I 1 ----L--- ----L--- ::$ ----CONSTRUCT 3 LF-------------- DR18, PER CITY OF MERIDIAN ISPWC SUPPLEMENTAL. '-� i r i i I $ 1� • I f2548.1 I I t2548.2 I I t2548.4 i i t2548.6 � CONSTRUCT $5 LF " I � SSMH-1 , 2 N 8 WATER MAIN i g ALL WATER SERVICE PIPE IS TO BE ULTRA HIGH I I © I I © I I © I I © $ WATER MAIN _ CONSTRUCT 10 LF 1 I o MOLECULAR WEIGHT POLYETHYLENE PIPE SIDR 7, CLASS I I I I I I I I \� - - T--- - „ 200, PER CITY OF MERIDIAN ISPWC SUPPLEMENTAL. co 8 WATER MAIN CONSTRUCT 88 LF z NEW SEWER I I I I I ' ' ' 1 8" WATER MAIN 6 3 F ,8 NOTE: I I I I I I I I ; a SEE SHEET 5.2 i i i i i i i i CONSTRUCT 9 LF ALL SEWER MANHOLES ARE TO BE 48" INNER DIAMETER, I I I I I I I I I N v CONSTRUCTED PER ISPWC SD-501. I I I I I I I I 8 WATER MAIN- I 1 0 ¢ � � w w w w M SEWER MANHOLES SHALL BE ECCENTRIC FOR DEPTHS I i i r7 i i i i I CONSTRUCT 15 LF i oCN GREATER THAN 4-FT. VERTICAL WALLS SHALL BE ON THE O I I O I I O I I O I $" WATER MAIN. . 1 I__N.__ALEP_P_ 0_A �E. I w N UPSTREAM SIDE OF THE SEWER MAIN. MANHOLES LESS THAN O i i i I I / 2 9 " o l 1 1 N 0 cV 4-FT DEEP SHALL HAVE CONCENTRIC CONES. CONSTRUCT 40 LF (,11 s- ®0.4?�%��-_� S I Si 1 5 W �n 8" WATER MAIN o I � z THE SLOPE AND LENGTH OF SEWER MAIN IS CALCULATED I i i i i i i ° I FROM INSIDE FACE OF MANHOLE TO INSIDE FACE OF 5 - - ,° - - P-- - --° ---- ------- MANHOLE. � 3 EX SSMH A-7 ALL SEWER SERVICES ARE TO BE 4" DIA, PER ISPWC ------ ---- J M SD-511A, CONSTRUCTED AT 2.00% MINIMUM SLOPE. '1� \� ±2550.0 1 't2550.3 *SEWER SERVICE MUST BE CONSTRUCTED W CLASS 200 (SDR-21) PIPE. SEE WATER NOTE 3. / SFtiF�s 1 ��'� ©� \�� \ \\\ © • BENCH MARKS TBM StiF��F <� CONSTRUCT 25 LF�\ S � 8 WATER MAIN 1 I W TBM #1 - 2563.81- RIM, EX SEWER MANHOLE. LOCATED ON NORTH SIDE OF TEN MILE STUB DRAIN. SEE SHEET 5.1. \ \ I I n TBM #2 - 2558.08 - RIM, EX SEWER MANHOLE. LOCATED ON NORTH SIDE OF TEN MILE STUB DRAIN. SEE SHEET 5.2. �• �� \\ 30 0 15 30 60 n O SCALE IN FEET ®I I I 1"=30' 0 _ 0 Q V) J 256 2565 j _ 00 > w 0 I o z w _ 2 . oc)o0 N Z W pp 00 pp TEN MILE STUB DRAIN Q 256 00 � �' (n + z � 2562 m Q rn � I ^ M � W W x � � > II Ln r, of , oltLn Qr7 00 �n 04 W (n � Z Dau VV � N U) Lo � N • NH O rn O I- N N H FINAL GRADE N ., N - (n , 255 -- _ `-4 "' + � Z Z M_ > > a > > 2559 Q Q >> > m FIE W (n - - W. DOVER HxH - Z ZZ - J(nW (nw' - - - --- - - ----- --- - --- - --- ---- --- - --- --- Ir 4" P-IRR CROSSING r � Q o 255 s" c-90 SLEEVE 2556 LL r y � V EXISTING GRADE ADJUST HOLE ADJUST HOLE 0 PTO GUST RADE PEROLE 4" P-IRR CR SSING TOG E PER TO GRADE PER vL m 0 S -2030A. [8" C-900 S EEVE] SD- 030A. 1 SD-2030A. c� RIM: 2557.56 RIM: 2 58.31 I I Z I I RIM: 2558.08 m Q 255 I I I +� I I 8" WATER MAIN 2553 z J I I 8" WATER MAIN II D m W X _/ I I I I I I I I o LL II II II II m 255 _______ 2550 0 II II II IIAVF_ _ ---------- -- L II II II - 251 _LF 8" PVC 00.42% --__-__-- f ^ -I r--------- -- --- -------------------- --- (255 F C-C) I I I ------- ------- - ---------- ---------- -------- 80 LF 8"-PVC_®0 2-----J I- ------- I ----- --- ------ ---------- --- - -- --------� I-------- ( 4 LF C-C) L-J INDEX MAP 10-7-2022 2547 --- -� r----- ----- 256 LF 8" PVC 00 42 0 --- ---- ---- 1"-150' -- - ----- ---------- ----- ----- -- --------15 -LF_8" PVC ®0.42�--- ---------- --I I------ -- --- - 2547 -__-_ LJ C 0019-0 3 LJ (156 LF -c) EX SEWER LINE PRO ILE HOR: 1 "=30 SHEET VER: 1 "=3' 254V+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 50 10 80 11 ?��44 1 ' ` ' •1 I I I I ■ I I I I I M E 1 Ili N 1 1 CONSTRUCT 32 LF = Q o .i ° 8" WATER MAIN 9 Q Ili EX SSMHIAL5 KEYNOTES � Oct N I I CONSTRUCT 16 LF —___ 01 11-1/4' BEND (MJ) 8" WATER MAIN t 2Lu co I-------------------------------� � a> 1 I I O 22-1/2' BEND (MJ) L Z � I I I W -------------------------- 2 3 45' BEND (MJ) Ln J j Ili 8" PVC ®0.45% \\�� ° II g � hi ® NOT USED =_ a ww O CONET. 14 LF. 6" WATER MAIN = N r 8%8%6" TEE MJxMJxFLG w iv N 2+25.75 s o w 6" VALVE (MJxFLG) ) 4' 43'R W Z 1 l llO El 2550.65; / to X Ld FIRE HYDRANT (MERIDIAN W8) ►� IWO CONSTRUCT 25 LF 2 N w © CONET. 13 LF. 6" WATER MAIN Z w MM 8 WATER MAIN__) ��I_____________ " 8%8%6' TEE (MJxMJxFLG) ■� 6" VALVE (MJxFLG) � � � 1 1 CONSTRUCT 4 LF _ FIRE HYDRANT (MERIDIAN W8) W a I l co r------------ 8" WATER MAIN-----, 5 cn p I : :1 SSMH-1 1 2 NOT USED ? w - Ld NOT USED 1 I 1 i O 2+52.99 I i i i i i 1 _POTABLE MAIN w 4" 38'R 1 _ _; i i i i i I I I i O REEFER TO WATER NOTE 2 ON COVER CROSSING. I • 'I El 2550.41 �-- ° I °° � � , , , , CONSTRUCT 40 LF 1 L-------------------------------� SHEET 1.0. 1 5' 8 WATER MAIN POTABLE/NON-POTABLE SERVICE �S\iDNAL FNG 1 I l -------� CROSSING. REFER TO WATER NOTE 3 ON-------- y 1 I :i 1 �, . 0 O r7 O O / COVER SHEET 1.0. O 1/ 2+83.09 I a Q / O I I I I , , , I F Q 05/02/2023 1 O El 2550.25 I 3 M N� !�� 2 I ' _______________ __� 3 00 CONSTRUCT 62 LF WATER METER LEGEND 1 I I ------------ ; > 1 8 WATER MAIN 1 �./� �� �i� (PER CITY OF MERIDIAN STANDARD DRAWINGS W1,W2,W3 �N S. � 1 1 ____ OI 1 g S F & W5) l I .R I 1 1 1 CONSTRUCT 7 LF 1 1 v LOCATION PER MERIDIAN SD-W9 IF METER SHARES LOT N a I I 1 __ 1 8 WATER MAIN 1 ___- J LINE WITH FIRE HYDRANT. CHECKED BY: 1 1 I 3+23.09 L-------- L-------- L DAVID A. BAILEY P.E. 4" 39'R 1 _ ; p w 3/4" DOUBLE METER SERVICE (1" PIPING, 3/4" El 2550.04� '~ ® � / ,�� METER SETTERS) DRAWN BY: 1 I l li I S > pf m pt- m 3/4" SINGLE METER SERVICE 1" PIPING I I CONSTRUCT 150 LF 0_ / N I 1 --------------- 8" WATER MAIN /� G ^ �� 3/4" METER SETTERS) 1 '00 CONSTRUCT 57 LF CONSTRUCT 81 LF 1 � � � SERVICE MARKERS TO BE PROVIDED PER MERIDIAN SD I 8" WATER MAIN 8" WATER MAIN 2 �� SSMH-5 -------------- _� SW-3. 1 r---------------- 3+58.05 I �' �� �� NOTE: 4" 39'R � _ � O CONSTRUCT 60 LF THE CITY OF MERIDIAN REQUIRES THAT ALL WATER METERS 1 1 El 2549.85 8" WATER MAIN a s/ 6+67.96 \�� \\� AND WATERWORKS BRASS BE ANSI/NSF 61 CERTIFIED. 1 I •1 O 1 8 PVC 00.45% 6 �/qZ $ ,,� 4" 29'R \ �� 1 I 111 j 2 CONSTRUCT 8 LF w /1�`9 El 2550.91 �\ �� THE CITY OF MERIDIAN REQUIRES 4-FT OF COVER OVER z WATER MAINS. g 1 I -; 3 8 WATER MAIN a ° w /- a o 1 1 1 w/r� ` \ A �� \�� �� NOTE: z W 1 I I _ CONSTRUCT 7 LF_______ g 2 1s O ALL WATER MAIN IS TO BE BLUE ANSI/AWWA C-900 F 1 1 i 8" WATER MAIN a w //� \ DR18, PER CITY OF MERIDIAN ISPWC SUPPLEMENTAL. a 1 :I --_-- CONSTRUCT 1 LF -'' �� �� �� �� v 1 1 / \ ALL WATER SERVICE PIPE IS TO BE ULTRA HIGH N v 8 WATER MAIN 4+08.54 �� cP p- M w N••„�� �- SSMH-4 �\ �\ �\ �\ MOLECULAR WEIGHT POLYETHYLENE PIPE SIDR 7, CLASS N I I co 4 28 R \ 6+10.96 200, PER CITY OF MERIDIAN ISPWC SUPPLEMENTAL. M I l 11 O El 2549.58 --- g 151°\ / \ \ -�� �� 4 27'R �� �� �� 0 o El 2550.43 �� NO W a N \ O NOTE: N o N 5+72.78 �� �� ALL SEWER MANHOLES ARE TO BE 48" INNER DIAMETER, > • \ 4„ 28,R \ \ �\ / \ ,,,�-^ � � � � � CONSTRUCTED PER ISPWC SD-501. W om 9L----------------------------J 1 \ ° i- �\ ��EI 2550.23 �� �� �� �� �\ � z cD 1 1 1 SEWER MANHOLES SHALL BE ECCENTRIC FOR DEPTHS 1 4 1 a \ 64 GREATER THAN 4-FT. VERTICAL WALLS SHALL BE ON THE !� 1 W I / I \ 4" 29'R O �� �� UPSTREAM SIDE OF THE SEWER MAIN. MANHOLES LESS THAN - El 2550.00 �� �� 4-FT DEEP SHALL HAVE CONCENTRIC CONES. I /o,^ hi ��4+83.26 �� �� M n1 1 SSMH-2 , � .��. i -1---� r 4" 29,R �� �� OC� ,i � � � B� THE SLOPE AND LENGTH OF SEWER MAIN IS CALCULATED M I ' `�'1 �` 4+50.89 1 1 V `�� 4" 34'R 1 El 2549.78 FROM INSIDE FACE OF MANHOLE TO INSIDE FACE OF �J 1 I , a� a� MANHOLE. L N i El 2549.70 SSMH-3 �� �� �� �� �� �� ,�:•'� ALL SEWER SERVICES ARE TO BE 4" DIA, PER ISPWC N 1 1 ��� \� \� �� �� O \� �� �� \� �� �� SD-511A, CONSTRUCTED AT 2.00% MINIMUM SLOPE. 0 *SEWER SERVICE MUST BE CONSTRUCTED W/ CLASS 0 200 (SDR-21) PIPE. SEE WATER NOTE 3. o BENCH MARKS � TBM 30 NINE I 0 15 30 60 TBM #1 - 2563.81- RIM, EX SEWER MANHOLE. LOCATED ON NORTH SIDE OF TEN MILE STUB DRAIN. SEE SHEET 5.1. SCALE IN FEET TBM #2 - 2558.08 - RIM, EX SEWER MANHOLE. LOCATED 2 I �� �� �� �� �� \� \ '' i' / / 1"=30' ON NORTH SIDE OF TEN MILE STUB DRAIN. SEE SHEET 5.2. 1 o 0 0 Q � J 256 2565 _ W Z W N t > � 00 Z - 256 0 w � ry � * p � � coU) • 1*fn 0 oaV) 2562 Lo N W m W ON r- o (o � N � N It � � � , � � pp � + � ? TEN MILE STUB DRAIN � Q � � � � N I + LoNp � � � N Mc�o � 04 H 2c+ON .. 0 m + Lo NH 2NNZp N0O � NH I + N ' p � Q � > (N ((n Q N (n + Lo Z) NH� » I + L0 Z = 2qtN O NNE Z rn 255 Q Q > > > — — N > > N N z FINAL GRADE 2559 V / � XF- NWN � ZZZ NNE.' ZZ ———__ W. DOVER DR. L 255 - _ __ - ____- - -- - 2556 LL ———— _ —— —— — — EXISTING GRADE ; z V 0 0 II z Q O n 0 I 2" C— 00 F255 \_12553 rl J D V STORM RAIN � � I 8" WA ER MAIN �, " WATER MAN W II x II II 255 2550 o W LL I 147 LF 8" PVC ®0.45 < ff ^^ I 56 LF 8" PVC 0.45% (151 LF C-C) m V I 160 LF 8" VC ®0.45% (60 LF C- ) 2547 I I (164 LF C-C) 53 L 8" PVC 00.65% 210-7-2022 547 INDEX MAP PINE AVE. DATE: 1"=150' PROJECT: FO CROFT NEW EWER LINE PROF LE C2019-013 41 LF " PVC ®0. 5% HOR: 1 "=30' SHEET (45 LF C-C) V E R: 1 "=3' S 2541 +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+10 44 LEGEND = C" E U PRESSURIZED IRRIGATION __ __ — aM � SUBDIVISION BOUNDARY LINE CO . 1. The pressurized irrigation system must be built to the standards of the irrigation district in which it is being constructed. - CENTERLINE 2. This development utilizes City of Meridian Municipal Water as a backup water source. A reduced backflow prevention assembly is located in Lot 1, Block 4 of Foxcroft = Z W .— � � RIGHT-OF-WAY LINE Z Subdivision No. 1. 3. Install all crossings of the Public Rights-of-Way, private roadways and travelways with pressure irrigation at a minimum depth of thirty (30) inches and a maximum Z depth of forty-eight (48) inches in an AWWA C-900 pipe sleeve with locator wire. The Public Works Department and ACHD shall inspect all crossings prior to backfilling. PI CONST. PRESSURE IRRIGATION LINE MENEM_ 4. The horizontal separation of potable water mains and non-potable water mains (sanitary sewer, storm drain, and irrigation) shall be a minimum of ten (10) feet. Where WITH IRRIGATION RISER it is necessary 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 ® GATE VALVE W/RISER W Z UJ constructed in accordance with Section 542.07 of the Idaho Rules for Public Drinking Water Systems (IDAPA 58.01.08) and Section 430.02 of the Wastewater Rules OD MAINLINE DRAIN W 'D (IDAPA 58.01.16). A Z w O AIR RELEASE VALVE 5. The horizontal separation of non-potable services and potable water services or potable water mains shall be a minimum of six (6) feet. Where it is necessary for a co 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 Z WO Section 542.07 of the Idaho Rules for Public Drinking Water Systems (IDAPA 58.01.08) and Section 430.02 of the Wastewater Rules (IDAPA 58.01.16). La o KEYNOTES U - DOMESTIC WATER METER 1 Y2 " CURB STOP BALL 6. Install finder tape with all irrigation mains. Tape shall be two (2) inches wide, metallic red in color, with the words DANGER -UNSAFE WATER or NON-POTABLE WATER w J BOX COVER. OBLITERATE VALVE SUCH AS FORD Q WORDS "WATER METER" 811-666SW clearly marked along its length. Place the tape between six (6) inches below the surface and eighteen (18) inches above the top of the pipe. D CONNECT TO EX. 6" P-IRR VALVE. VERIFY C� W FROM LID. FORD NO. X43 7. Label all irrigation risers and faucets with durable tags carrying the warning IRRIGATION WATER- NOT FOR DRINKING. EXISTING LOCATION. CAST IRON WITH 13 Y2 " LOCKING LIDS 8. Label all valve boxes and vaults with durable tags carrying the warning DANGER-UNSAFE WATER or NON-POTABLE WATER. The valves and boxes are to be located a Q FIELD VERIFY LOCATION AND PROPER WORKING minimum of ten (10) feet outside of the Public Right-of-Way, private roadways and travelways. CONDITION OF EXISTING PRESSURE IRRIGATION SERVICE. SS�ONp� FNG \ 9. The Public Works Department shall inspect all pressurized irrigation unless a properly executed agreement for inspection and maintenance is in effect with the applicable �`� �\STE i� \\//\\/ Irrigation District. Forty-eight (48) hours advance notice is required. 3Q NOT USED. Quo F�� /\/\/\ 05/02/2023 \ \ 10. Pressure Irrigation System and Pump Station to be owned and operated by Nampa-Meridian Irrigation District. ® CONST. AIR VENT PER DETAIL THIS SHEET.IRR DRAIN PER DETAIL THIS SHEET 7 H H 2 20" PVC Qi 11. City of Meridian Municipal Water System serves as project's backup water source. Backflow prevention assembly is located in Lot 1, Block 4 of Foxcroft Subdivision No. 1. Q CONST. P- . 9FOF \ NS. 0 �j\/ a�J D�dJ�� ad\\i CHECKED BY: ����� o / / DAVID A. BAILEY P.E. 1 X " \/\\ a a�d\\ DRAWN BY: BRASS DRAIN ROCKDTO ZJM PIPE \\ \ \ �l�re� \ \\ BOTTOM OF VALVE FOR SUPPORT DRAIN VALVE DETAIL 15 NOT TO SCALE �� CONSTRUCT 9 LF 3 6" PIRR PIPE Z a 5 14 E P EP EP EP 4 _ W 6" 90' ELBOW _ - � » = �- -, BLOCK --- -6,,, 90° ELBOW O o 1 3" SDR 21" PVC RISER EXTED 18" ABOVE GROUND 1 DOMESTIC WATER METER AIR RELEASE VALVE 6 22.50' ELBOW I i I I I = _ U = CONSTRUCT 538 LF I I 1 i i // 02 3" x 4" x 6" CINDER BLOCK (OR EQUAL) BOX COVER OBLITERATE 1 Yz 200 PSI RATED = I I I 1 I I I I I /\///y °2 w a I I I I I I I I \ //�\ 03 4" x 3/4" SADDLE MINIMUM o WORDS "WATER METER" OR EQUIVALENT ` I I I I I 6 PIRR PIPE I 1 /\/ \� \ /, FORD NO. X43 CAST IRON \/\% \\ 4 4" MAIN LINE MINIMUM �`'o''"' ' ' ' ' '' ''''''' ''''''' � WITH 13 Y2 LOCKING LIDS I I I I 1 N 13 I I I I I I I I I I I I I I \\j\\\/\�\/ \ \ O i �i i�i�i i�iiiiiTi Niiii i W \ \\ I I I I I I I I I I 1 //\ \� 5 8" x 3/4" BRASS NIPPLE �''���>������,����.. W � c� \ I 1 I A // \ / a I 18 I I 17 I I 18 I I 19 I I 20 I I 2' I 1 22 I I � © 6" x 3/4" 200 PSI POLY 18" ABOVE GROUND N N \\ 12 I I I CONSTRUCT 48 LF \, 1 > % \\ \ 07 3/4" BRASS CURB STOP W o \ \ \ \ 6» \ \ \ 4" P-IRR PIPE i I \�\ \,\\ O 3 0: z 8 ROCK CHIPS \ I I I 1 CONSTRUCT 163 LF /// 7 / 8 C-900 SLEEVE 1 1 //\� Q9 3" FEMALE ADD. / 1 6 PIRR PIPE I \\ LOCATOR WIRE 4 \\\\\\\ \\ �� (2) 4 PO IRR VALVES i �� i \\ i\ ® 6 // // // T(2) 1 1 .25 4 ELBOWS �� III I / / / z / / 20 PVC \\ -- J \//\/ Q 3 PVC PLUG \\ \\ \\ \ N \ \\ a \��� \���/ y \��/CONSTRUCT 109 J LFL \/\j`\ ® ® MARKER STEEL T" POST 5 8 \ \ \ •1 ' � _., Iw � 4 PIRR PIPE \� ° \/\\/\\/\ a a /\\ \ " _ W.II_DOVER�DR._ 24 \\ \\ \\ \ �\ \ J --�S N.M.I.D MODIFIED TYPE A RISER SHORT SIDE SERVICE DETAIL \ /\ //\/ Z \ \ 2s \ NOT TO SCALE O W \/\ � \\�- ', 0. \/\\ \\ \\ a a a \\ \\ r F1 BLOCS K 6 //// DRAIN ROCK TO ���� 4 90' ELBOW ------------------� \/ \/ I / r ---� /VA/VA \�\�\ BOTTOM OF VALVE „� // // FOR SUPPORT v 02 �- I r > 1 3" SDR 21" PVC RISER EXTED 18" ABOVE GROUND \i\�\\� \\ fn \ ,,,- ,�_ I 6„ TEE } �__ » _� 02 3" x 4" x 6" CINDER BLOCK (OR EQUAL) Qom, OQ -- -CONSTRUCT 109 LF I 6 x4 REDUCER � a r----------------- ' 03 4" x 3/4" SADDLE MINIMUM AIR VENT STATION DETAIL \'' 9 --- 4 PIRR PIPE i IZ� 27 OI / 0 - I - O y ® 4" MAIN LINE MINIMUM 2 ` 0 �- _ } I 0 �I ( 05 3/4 POLY PIPE 200 PSI 0 NOT TO SCALE \\ '� I I I ___ �� 6 6" x 3 4 200 PSI POLY 18" ABOVE GROUND CONSTRUCT 531 LF, N \ I I - L_________ _ / O / " _ \ �- 7 3 4" BASS COMP. COUPLINGS 1 \\ 6 PIRR PIPE \ °. ; r CONSTRUCT 165 LF- � �° � O / � I ^ \ - " ® 3/4" BRASS CURB STOP �\ \\ o 'o 'o 'o '<' '%� '% ,\\ \- i-4 PIRR PIPE i I� ROCK CHIPS \fi\ \ C7 i i ® 3" FEMALE ADD. \ y \ -_J m Q LOCATOR WIRE > \ CONSTRUCT 104 LF _____ 3 PVC PLUG 4" PIRR PIPE- , I I I I I I II MARKER STEEL "T" POST 4 \ I CONSTRUCT 44 LF- \\ 5 6 V4" 90° ELBOW _ _� 2� R R r-4" PIRR PIPE -� 9 / � I 4" 90' ELBOW -�- - O r= ° - N.M.I.D "MODIFIED" TYPE A RISER LONG SIDE SERVICE DETAIL \ 5 NOT TO SCALE s L CONSTRUCT 392 LF` 4" 45° ELBOW F r 6" PIRR PIPE- --- ° \\ '^ 4" 457 ELBOW --- \ CONSTRUCT 3 LF 4" PIRR PIPE W CONSTRUCT 20 LF______- 4" PIRR PIPELL --- r \ CONSTRUCT 48 LF \ - --- 5 ' CONSTRUCT 56 LF --- \\ � 6" P-IRR PIPE \ � O \ 10" C-900 SLEEVE 5 ; . 4" P-IRR PIPE 32 --- �\ (2) 6" P-IRR VALVES 8" C-900 SLEEVE --- ��/ 1 - 22.50° 6" ELBOW i r (2) 4" P-IRR VALVES \ CONSTRUCT 17 J J 4" PIRR PIPE 16" TEE \ n ------- \ 16"x4" REDUCER i i i -- X \ \\cs\ -CONSTRUCT 10 LF r 3 1 0 Q OQ 6" PIRR PIPE m� 1 O \ I I0 I I I LL CONSTRUCT 158 LF p CONSTRUCT 85 LF 1 1 i ` � 6" 90' ELBOW 3 6" PIRR PIPE i y = 4 ' i 6" PIRR PIPE 2 1 I Ir� �_ 2 2 1 I BLOC 5� ° L— \ _ O O C P= — i/ 7 \__________ ______________J- - - - - --�-�_- J L----- --J �_ - - DATE: — — l -- ---- ------------ --- e ° ---- _----- --- ------ 10-7-2022 MENEM CU -s \. :- -° ° - - PROJECT: _3 C2019-013 _ - - - - - - __ 50 0 25 50 100 SHEET -��-- o— \ \ wi w \ \ 301 ------------- \ _ — — — — _ \ \\ - -- -- -- -- -� 3 I—�—�- -- -- -� -- SCALE IN FEET 1"=50' 6eln. Q O E Qcoi STREET LIGHTING LEGEND - Q 1. All street light construction shall be done in accordance with the o C current version of the ISPWC, the Meridian Supplemental —— —— SUBDIVISION BOUNDARY LINE Specifications to the ISPWC, and the National Electric Code. _ w 2. A street lighting electrical permit shall be opened prior to starting CENTERLINE .i Z work. Use the online Citizen Portal at RIGHT—OF—WAY LINE Z https://citizenportal.meridiancity.org/CitizenAccess/ to open a Z permit and request inspections. LOT LINE 3. Installation will require inspections for the concrete base = reinforcing, bedding, backfill, and for the pole and associated wiring. PI CONST. PRESSURE IRRIGATION LINE �- o 4. Street light bases shall be located 10'min. from trees, 5'min. from fire hydrants and 2'min. from water meters. WITH IRRIGATION RISER = N w 5. Keep accurate notes of conduit, junction box locations. Attach a W ZtZ redlined as built drawing of this plan sheet to the street lighting ® GATE VALVE W/RISER CZ � electrical permit, or submit a hard copy to the Meridian Public Works 0MAINLINE DRAIN W ~ Department prior to requesting final inspection. Z w 6. Contact the City Transportation and Utility Coordinator (208) G AIR RELEASE VALVE 898 5500 for questions regarding Utility Conflicts, or to access #77777C STREET LIGHT NUMBER Z w o locked meter pedestals. LJJ Q Q —J co ui ui V � w NOTE: UNLESS OTHERWISE SPECIFIED, STREET LIGHTS ARE TO BE TYPE 2 PER MERIDIAN STANDARD DRAWINGS T1 & T2. NAL S STREET LIGHTS ARE TO BE INSTALLED PER CURRENT � J&\STFR� CITY OF MERIDIAN SUPPLEMENTAL SPECIFICATIONS. 05/02/2002/ � 3� N .F7L V L qTF O F'%\C!` � N S. C?' ' CHECKED BY: DAVID A. BAILEY P.E. DRAWN BY: KSC —i -- -- — -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- 15 O EP � 3 ♦` 14 EP Sp EP EP EP EP EP 4 z O r--------- r--------- s I I I I I I I I I I IBLO(iK w % % 13 I I I I I I I I I I I I I I I j\\/\\\�\�\\� 0 16 I I 17 I I 18 I I 19 I I 20 I I \\�\\� I I I I I I I I I I I N � 12 W O I I j I I I IL I IL \ J L-----J -----J L-----J W. DOVER DR. _ Q Z \ \ I J O r / BLOCK 6 Z P/\y \ 10 1 r -------- 0 \ _� 1 1 1 I I \ 1 I I O I I N l \ \ \ \ r----------------- � \ L� i------------------i Z i \\ O \2 I 3 I - •-- 27 - - y/ I \ ------- J \ 1 \ I I —T1 --------- \ \ r M r---------------- \ �� L------------------J M \ .. \ L------------------J m Im - r-------------------1 O 1 / sa\ 15/\ L------------------J \ \ L------------------J I In 1 I T I T i e L------------------J 1 L—L ------------------ L------------------- i r' 5 ,�� \ / r I ' I L I 0 32 _ I rr L I I 1 1 � X I I I I I I I I 1 0 LL I I 1 I 1 1 1 \ 1 I0 I 1 I 1 1 I F I V / 1 ' I I BLOCK 5,1 \ ---- ----- ---1 I 'L------ -- L--= - DATE: L--------- ----- _ _ C -------- ------ - - - -- - ---------------- 38 --- ----- -- ----- 10-7-2022 - -- _ \ - - - --- - - - - 3 - - PROJECT: - - - - - - - --- — — C2019-013 5 — — — — — i — — 0 0 25 50 10o SHEET wg _ _ a \ \ 301 — — — — _ \ \ \ - -- -- -- -- -� - —I--- -- -- -� -- SCALE IN FEET 1"=509