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Home My WebLink AboutCenterville 3 Submittal Set 20250402 SEWER Q p U 1. Construction of the sewer system shall conform to the standards in the GENERAL LEGEND DEVELOPMENT PLANS FOR N o � C Wastewater Rules (IDAPA 58.1.16) as well as the standards and specifications (Q o referred to in General Construction Note No. 1. EXISTING SEWER LINE CENTERVILLE SUBDIVISION NO 3 J 2. The horizontal separation of potable water mains and non-potable water mains EXISTING WATER LINE (sanitary sewer, storm drain, and irrigation) shall be a minimum of ten (10) Z 3 NEW STORM DRAIN LOCATED IN THE NW 1/4 OF THE NE 1/4 OF 3 feet. Where it is necessary for a potable water main and non-potable water w NEW WATER LINE SECTION 33, T.3N., R.1W., B.M., Z Z main to cross with less than eighteen (18) inches of vertical separation, the ♦ s NEW SEWER LINE CITY OF MERIDIAN, ADA COUNTY, IDAHO a crossing shall be constructed in accordance with Section 542.07 of the Idaho _ o Rules for Public Drinking Water Systems (IDAPA 58.01.08) and Section 430.02 P' NEW PRESSURE IRRIGATION LINE 2025 = N GENERAL W/SERVICE zLU of the Wastewater Rules (IDAPA 58.01.16). UJ xxxx- � � EXISTING FENCE CC U) 1. All construction work shall be done in accordance with the current version of the Idaho Standards for Public Works Construction 3. The horizontal separation of non-potable services and potable water services or - W U) EP EXISTING EDGE OF PAVEMENT I LL1 w (ISPWC), the City of Meridian Supplemental Specifications to the ISPWC (and any addendums), Meridian Design Standards, the potable water mains shall be a minimum of six (6) feet. Where it is necessary O Z w IP NEW EDGE OF PAVEMENT ■� 01 requirements of the Ada Count Highway District (ACHD), and/or the requirements of the Idaho Transportation Department (ITD). The for potable water main and non-potable water main to cross with less than SHELBURNE q Y 9 Y ( ) / q P P ( ) P P ------------------- SAW CUT LINE I SU DMSIO 1 Z w more stringent of any of these standards shall be the controlling standards or specifications. eighteen (18) inches of vertical separation, the crossing shall be constructed in accordance with Section 542.07 of the Idaho Rules for Public Drinking N.I Q co co 2. The Contractor shall have a copy of the latest City of Meridian Standard Specifications and Drawings on site or readily accessible at 9 Water BOUNDARY LINE � i all times during construction (available on the website). Failure to have access to a current copy of the Standard Specifications on site Systems (IDAPA 58.01.08) and Section 430.02 of the Wastewater Rules (IDAPA - - - - ROADWAY CENTER LINE could be grounds for a stop work order until the situation is resolved. 58.01.16). ROADWAY RIGHT-OF-WAY t7tiV / V w 3. The Contractor shall have plans stamped 'Approved for Construction"by the City of Meridian on site at all times. 4. Place sewer service lines in a six (6) inch diameter water class pipe sleeve - - - - - - - EASEMENT BOUNDARY �E'�, 4. All Contractors, Subcontractors, and Utility Contractors shall attend a pre-construction conference prior to start of work. wherever the service line crosses a storm water treatment facility (i.e., seepage LOT LINE FFOF� 5. Contractors shall notify the appropriate agency when materials are on site or inspection of the work is beds, drainage swales). EXISTING CONTOUR cgNq S�pNAL FN required. No work may begin on any project without Twenty Four (24) hour prior notice. g00-� FINAL GRADE CONTOUR �`�'C) �GENSF 6. Contactor shall notify the Public Works Inspector 48 hours prior to the required testing. The Contractor may not open or close water WATER �� O valves. ELEVATION @ STATION 04/02/2025 POINT (TOP BACK OF ROLLEDh"Id th i d d t th t f shall h conform o e standards n e "Idaho STATION t t f th ti t Consrucon o e water system sa 7. All material furnished on, or for the project must meet the minimum requirements of the approving agencies. At the request of the 1. ' 20218 approving agency or the Design Engineer, Contractors shall furnish proof that all materials installed on this project meet the Rules for Public Drinking Water Systems (IDAPA 58.01.08)" as well as the standards ELEVATION CURB UNLESS OTHERWISE NOTED) SHELBURNE specifications referred to in General Construction Note No. 1. TBRC = BACK EDGE RIBBON CURB y � P specification requirements set forth in General Construction Note No. 1. and TVC = TOP BACK VERTICAL CURB SOUTH I O F OF 8. Work subject to approval b an governmental agency must be approved prior to A backfillin trenches for pipe; 2. The horizontal separation of potable water mains and non-potable water mains SUBDIVISION ti GP � pp y y g g y pp p ( ) g p p (B) placing of TRC = TOP BACK ROLLED CURB �9y B puN aggregate base; (C) placing of concrete; (D) placing of asphalt paving. (sanitary sewer, storm drain, and irrigation) shall be a minimum of ten (10) feet. TRLC = TOP REVERSE LIP CURB - s- - - AMITY RD. _ - 9. Inspection, approval and final acceptance of all water and sewer construction shall be by the Public Works Department, and their Where it is necessary for a potable water main and non-potable water main to PC = POINT OF CURVATURE decision shall be final. Such inspections shall not relieve the contractor from the responsibility of performing the work in an acceptable cross with less than eighteen (18) inches of vertical separation, the crossing shall PT = POINT OF TANGENCY CHECKED BY: P P y P g P FL = GUTTER FLOW LINE DAVID A. BAILEY P.E. manner in accordance with the DEQ/QLPE approved construction plans. be constructed in accordance with Section 542.07 of the Idaho Rules for Public GB = GRADE BREAK DRAWN BY: 10. Any deviation from the approved plans and specifications must have the applicable agency approval in writing prior to construction. Drinking Water Systems (IDAPA 58.01.08) and Section 430.02 of the Wastewater GC = GRADE CHANGE ; ROCKHAMPTON JBD 11. Prior to beginning installation of street lights, the electrical contractor shall obtain an Electrical Permit from the Building Division of Rules (IDAPA 58.01.16). El = END INVERT SEWER SERVICE FHILLS CENTURY FARM CENTERVILLE SUBDIVISION the Meridian Public Works Department. Any deviation in street light locations from the approved plans must be approved in writing from 3. The horizontal separation of non-potable services and potable water services or SANITARY SEWER MANHOLE SUBDIVISION SUB. NO. 1 the City Engineer. potable water mains shall be a minimum of six (6) feet. Where it is necessary for 1 PROJECT 12. All lot, block street, right-of-way and easement dimensions shall be taken from the final plat of: CENTERVILLE SUBDIVISION NO. 3. a potable water main and non-potable water main to cross with less than EXISTING SANITARY SEWER MANHOLE 13. The Contractor shall maintain all existing drainage facilities within the construction area until the drainage improvements are in place eighteen (18) inches of vertical separation, the crossing shall be constructed in SITE l and functionin accordance with Section 542.07 of the Idaho Rules for Public Drinking Water --------- 4" SEWER SERVICE LINE 9 9 V �J CENTERVILLE 14. All Contractors working within the project boundaries are responsible for compliance with all applicable safety laws of any Systems (IDAPA 58.01.08) and Section 430.02 of the Wastewater Rules (IDAPA TYPICAL DOUBLE WATER I SUB. N0. 2 jurisdictional body. The Contractor shall be responsible for all barricades, safety devices and control of traffic within and around the 58.01.16). SERVICE - construction area. �� HOWRY LANE 4. Place water service lines in a two (2) inch diameter pipe sleeve wherever the C' Z 15. The locations of existingunderground utilities are shown in an approximate way only. The Contractor shall determine the exact (i- SUBDIVISION O g PP y y service line crosses a storm water treatment facility (i.e. seepage beds, drainage PROPOSED FIRE �% location of all existing utilities before commencing work. The Contractor assumes all responsibility for any and all damages caused by his swales . HYDRANT failure to exactly locate and preserve any and all underground utilities. Digline # 1-800-342-1585. ) 5. The Contractor shall be responsible for providing continuous water service to all 'lyew 16. All Contractors working within the public road right-of-way are required to secure a right-of-way construction permit from ACHD at EXISTING FIRE HYDRANT < - , o existing water users affected by construction. If water service must be interrupted,least forty-eight (48) hours prior to any construction. the contractor shall coordinate with the Public Works Inspector. VICINITY MAP NAVD-88 DATUM 0 H 17. Locate subsurface stormwater disposal facilities (including infiltration beds and drywells) at least 25 feet from water mains. This O LOT NUMBER N o requirement does (j apply to catch basins or sand and grease vaults. g q proposed PRESSURIZED IRRIGATION 1 " = 600 UJ Z 18. The Contractors shall remove all obstructions, both above and below round, as required for the construction of the ro osed ® CATCH BASIN - ISPWC PLAN SHEET INDEX W Z improvements. This shall include clearing and grubbing which consists of clearing the ground surface of all trees, stumps, brush, 1. The pressurized irrigation system must be built to the standards of the PER PLANS undergrowth, hedges, heavy growth of grass or weeds, fences, structures, debris, rubbish, and such material which, in the opinion of the irrigation district in which it is being constructed. Engineer, is unsuitable for the foundation of pavements. All material not suitable for future use on site shall be disposed of off site. 2. Install a reduced pressure backflow preventer in any connection between the DIRECTION OF DRAINAGE FLOW SHEET DESCRIPTION 19. Survey control points which are critical to the construction of the project are located within the limits of work. The Contractor shall potable water system and the pressure irrigation system. The device must be STREET LIGHT 1 .1 - COVER SHEET, INDEX, VICINITY MAP & NOTES take precaution to protect the points in place. approved by the Idaho Department of Environmental Quality (DEQ) and the City 20. All costs of retesting for previously failed tests shall be back charged to the Contractor by the Owner. All costs to the Contractor of Meridian Water Department. 2.1 -2.2 - FINAL PLAT incurred in correcting deficient work shall be to the Contractors account. Failure to correct such work will be cause for a stop work P EXISTING DECIDUOUS TREE (CALIPER) 3. Install all crossings of the Public Rights-of-Way, private roadways and 3.1 - EXISTING SITE/DEMO PLAN W Z order and possible termination. EXISTING POWER LINE & POLE 3.2 - MASTER UTILITY PLAN O W travelways with pressure irrigation at a maximum depth of two-and one-half 21. The Contractor is to field verify all existing curb & gutter, storm drain, channel crossings, and sewer elevations or inverts prior to (2-1/2) feet and in an AWWA C-900 pipe sleeve with locator wire. The Public construction. When discrepancies occur between plans and specifications, the Contractor shall immediately notify the Engineer. Untimely Works Department and ACHD shall inspect all crossings prior to backfilling. 3.3 - SITE GRADING PLAN Z notification shall negate any Contractors claim for additional compensation. 4. The horizontal separation of potable water mains and non-potable water mains BENCH MARKS 61 TBM 3.4 - SITE GRADING DETAILS 22. Each Contractor shall be responsible for acquiring any necessary NPDES Permits, filing any NOI's, and preparing a Polution Prevention (sanitary sewer, storm drain, and irrigation) shall be a minimum of ten (10) SHEET 4.1 - REDDING 4.1 -4.2 - STREET PLAN & PROFILE Plan (PPP) in accordance with the Environmental Protection Agency. Contact the EPA at 208-378-5746 for the required information. TBM #1 - 2704.34 - EXISTING SSMH A-0 RIM feet. Where it is necessary fora potable water main and non-potable water SHEET 4.2 - RINCON PER PH1 AS-BUILT DRAWINGS AT REDDING-HILL 4.3-4.4 - STREET & DRAINAGE DETAILS Z 23. The pipe Contractor shall replace all pavement and concrete removed for the installation of water, sewer, or irrigation pipe. All main to cross with less than eighteen 18 inches of vertical separation, the g ( ) P SHEET 5.1 - SEWER LINE A PARK INTERSECTION pavement shall be replaced within seven calendar days from the time the pavement and/or concrete is removed. Concrete and pavement 5.1 -5.2 - WATER 8c SEWER PLAN 8c PROFILE O crossing shall be constructed in accordance with Section 542.07 of the Idaho SHEET 5.2 - SEWER LINE B TBM #2 - 2709.37 - FOUND 5/8" PIN - SW shall be replaced per ISPWC Standards. Rules for Public Drinking Water Systems (IDAPA 58.01.08) and Section 430.02 CORNER OF GAROUTTE ACRES SUBDIVISION, 6.1 - PRESSURE IRRIGATION PLAN 24. The Contractor shall field verify all existing curb and gutter, storm drain, channel crossings and all storm drain and sewer elevations of the Wastewater Rules (IDAPA 58.01.16). 7.1 - STREET LIGHTING PLAN SOUTH OF DEVELOPMENT PHASE. - 0 or inverts prior to construction and notify the engineer when elevations or inverts do not match plans. I^ 5. The horizontal separation of non-potable services and potable water services u, or potable water mains shall be a minimum of six (6) feet. Where it is necessary for a potable water main and non-potable water main to cross with TBM #I ROADWAY less than eighteen (18) inches of vertical separation, the crossing shall be SSMH constructed in accordance with Section 542.07 of the Idaho Rules for Public 000 53 A-0 (EX) ss 1 1. All contractors working within the public road right-of-way are required to secure a right-of-way construction permit from ACHD or ;:0ITD at least forty-eight (48) hours prior to any construction. Drinking Water Systems (IDAPA 58.01.08) and Section 430.02 of the 51 IM 2 \ s2 0 56 / I 16)01. . 2. ACHD or ITD will inspect all work within the public rights-of-way to include utility trenches above the pipe zone. Contact ACHD Wastewater Rules (IDAPA 58. I so z o s� 3 LU 6. Install finder tape with all irrigation mains. Tape shall be two (2) inches wide, Inspection Services at 387-6284. 03. Meridian Public Works will inspect storm drainage improvements serving private roads and parking lot improvements outside the public metallic red in color, with the words DANGER -UNSAFE WATER or I 49 581 4 Plans Are Accepted For Public THE ENGINEER OF RECORD CERTIFIES THAT THE NON-POTABLE WATER clearly marked along its length. Place the tape between s9 PLANS ARE PREPARED IN SUBSTANTIAL right-of-way. I 48 _ Street Construction six (6) inches below the surface and eighteen (18) inches above the top of I n< 5 CONFORMANCE WITH THE ACHD POLICY MANUAL 4. All construction in the public right-of-way shall conform to the current edition of the ISPWC and the ACHD Supplemental o D 47 � 60 t By stamping and signing the improvement plans, the Registerea AND STANDARDS IN EFFECT AT THE TIME OF c� Specifications. No exception to District Policy, Standards, and the ISPWC will be allowed unless specifically and previously approved in the pipe. I 7\_ IM 6 Engineer ensures the District that the plans conform to all Distric` PREPARATIOWTHE ENGINEER ACKNOWLEDGES writing by the District. 7. Label all irrigation risers and faucets with durable tags carrying the warning = I 0, 46 61 policies and standards. variances or waivers must be specifics THAT ACHD ASSUMES NO LIABILITY FOR ERROR DANGER-UNSAFE WATER or NON-POTABLE WATER. y and previously approved b the District in writing. Acceptance 5. Set the tops of all valve boxes and sewer manholes flush with the slope of the finished street grades. The roadway contractor shall I p y pp y g p OR DEFICIENCIES IN THE DESIGN. ALL VARIANCES W r- SSMH of the improvement ions b the District does not relieve the install and adjust all spacers, grade rings, manhole rings and lids. 8. Label all valve boxes and vaults with durable tags carrying the warning cn 45 A-1 (EX) 62 p p y FROM ACHD POLICY SHALL BE APPROVED IN P g g g DANGER-UNSAFE WATER or NON-POTABLE WATER, and locate them a minimum D I Registered Engineer of these responsibilities. WRITING. THE FOLLOWING VARIANCES, LISTED BY J 6. Place all water valves, blow-offs and manholes so that they do not conflict with any concrete curb and gutter, valley gutter or 44 63 BY DATE: DATE AND SHORT DESCRIPTION, WERE APPROVED sidewalk improvements. of ten (10) feet outside of the Public Right-of-Way, private roadways and m I J P I 9 ADA coulvrY HIGHWAY DlsrRlcr FOR THE PROJECT: 7. ExistingA.C. pavement shall be cut to a neat straight line 2' minimum cutback parallel or perpendicular to the street centerline travelways. 43 64 _ P 9 ( ) P P P t - NONE. and the exposed edge shall be tacked with emulsion prior to paving. Actual field conditions during trenching may require additional 9• Install a reduced pressure backflow preventer in any connection between the I 42 SSMH ss 70 10 DEVELOPER pavement repair beyond the limits shown on the plans. Refer to conditions listed in the ACHD Policy Manual. potable water system and the pressure irrigation system. The device must be I BLOCK 6 P P Y P Y � - - TRILOGY DEVELOPMENT, INC. CITY O F MERIDIAN 8. All water meters are to be located outside of the public right-of-way. All fire h hydrants are to be located within the road approved by the Idaho Department of Environmental Quality (DEQ) and the City SUPPLEMENTAL PY 41 ss SHAWN BROWNLEE of Meridian Water Department. 0 right-of-way. There must be at least a one (1) foot separation between the back of sidewalk (or curb if no sidewalk) and the P H 11 SHAWN®TRILOGYIDAHO.COM leadingedge of an fire hydrant. 10.The Engineer or Record shall inspect all pressurized irrigation unless a properly 40 67 I SPECIFICATIONS W g y y g P P g P P Y 1 I , 12 9839 W CABLE CAR ST, SUITE 101 9. Over excavation and additional granular backfill may be required in high groundwater areas which are to be determined by the field executed agreement for inspection and maintenance is in effect with the I 39 68 BOISE, ID 83709 L inspector. applicable Irrigation District. Forty-eight (48) hours advance notice is required. I 38 „ 6 3 (208) 895-8858 1 10.All materials placed as fill or backfill shall be placed and compacted in accordance with Section 306 of the current edition 11.Pressure irrigation mains must be along rear lot lines. Where pressure I�9I 14 No O ■ Z e of ACHD Supplemental Specifications. irrigation mains traverse a side lot line in order to cross a street, the RINCON (PRIVATE) 37 ■ ` ■ I [i] �/ domestic water service and pressure irrigation mains must be on opposite 5 S S s��BSMH 15 ENGINEER ■ f� 11.Roadway construction will meet specific details and requirements of the following Idaho Standards for Public Works Construction Standard Drawings P 9 PP 11 I SSMH SSMH BAILEY ENGINEERING, INC. W (Current Edition): sides of a lot. A-4 A-3 1 1119 E. STATE STREET, SUITE 210 ■ ■+ r 1 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 I EAGLE, ID 83616 ■ ■ ■■ V 2. Asphalt repair for street cuts: SD-301, ACHD SD-303, ACHD SD-806. I 35 34 33 32 31 30 29 28 27 26 2s 24 P P square inch (psi) with allowable loss in accordance with Section 3.1 (c) of the ■ 3. 4.0' Concrete Valley Gutter, ACHD SD-708 Standard Specifications. 16 (208) 938-0013 BLOK6 ■ I 1 ■ 4. Rolled Curb and Gutter, ACHD SD-702 13.City of Meridian Municipal Water is the backup water source for this I JDUNCAN®BAILEYENGINEERS.COM ' 5. Pedestrian Ramp for Handicapped, SD-712H, SD-712G 36 ■ DATE: development - A reduced pressure backflow prevention assembly is located in I SURVEYOR 3-25-2025 6. Detectable Warning Truncated Domes Cast into concrete (adhesive mats not allowed) and colored Traffic Yellow, SD-712 Lot 14, Block 4 of Centerville Subdivision No. 1. TBM _#2 LAND SOLUTIONS PROJECT: 7. Sidewalks, ACHD Supplemental Drawing SD-709 231 E 5TH AVE. ' C2023-002 8. 2.0' Ribbon Curb, ACHD SD-703 ■ SHEET 9. Standard Drop Inlet Type IV w/ 12" Sump, ACHD Supplemental SD-604A MERIDIAN, ID 83642 12. For subdivision sign installation; outside installers must be bonded with ACHD STREET & SEWER INDEX (208) 288-2040 ■ and obtain a no-charge right-of-way permit. ■ 13. Prior to placement of an pavement markings contact ACHD Inspection for verification of compliance with policy and existing pavement markings. 1"=200' P Y P 9 P P P Y 9 P 9 Q O U pp � � o � N � N � T W ■_ Z F Z � a _o N PLAT SHOWING W C CENTERVILLE SUBDIVISION NO . 3 Zui PORTIONS OF LOTS 1 AND 2 OF BLOCK 1 OF �c w `o GAROUTTE ACRES SUBDIVISION AND A PORTION OF W Q 00 THE NW X OF THE NE X OF SECTION 33, TOWNSHIP uj - 2025 3 NORTH, RANGE 1 EAST, BOISE MERIDIAN, ADA ° w CP&F COUNTY, IDAHO NO. 2022-071833 CP&F 2025 N0. 2018-034916 1/4 I 28 BASIS OF BEARING __&-—-—-—-—-—-—-—-—-—-—-—-—-—-—-— E AMITY RD. 89'14'44"W 2660.44' 28 27 NOTES 33 I 1) A PERMANENT EASEMENT FOR PUBLIC UTILITIES, LOT DRAINAGE AND PRESSURE IRRIGATION CENTERVILLE SUBDIVISION NO. 1 33 34 IS HEREBY DESIGNATED, AS FOLLOWS, UNLESS OTHERWISE DIMENSIONED: BOOK 129, PAGES 20964-20968 10' WIDE ALONG THE FRONTAGE OF EACH LOT OR PUBLIC RIGHT—OF—WAY ' N p 10' WIDE ALONG THE REAR LOT LINES I Ld 5' WIDE ALONG EACH SIDE OF THE INTERIOR LOT LINES— ,yl ALL EASEMENTS ARE AS SHOWN ON THIS PLAT. J — p 2) THIS DEVELOPMENT RECOGNIZES IDAHO CODE SECTION 22-4503, RIGHT TO FARM ACT, of WHICH STATES: "NO AGRICULTURAL OPERATION, AGRICULTURAL FACILITY OR EXPANSION E. HILL PARK STREET THEREOF SHALL BE OR BECOME A NUISANCE, PRIVATE OR PUBLIC, BY ANY CHANGED CHECKED BY: I „ O CONDITIONS IN OR ABOUT THE SURROUNDING NONAGRICULTURAL ACTIVITIES AFTER IT HAS DAVID A. BAILEY P.E. N4518 29 E N84'5418 E U BEEN IN OPERATION FOR MORE THAN ONE (1) YEAR, WHEN THE OPERATION, FACILITY OR DRAWN BY: 41.66 S89.40_48"E 235.55' __ __�F�fq. EXPANSION WAS NOT A NUISANCE AT THE TIME IT BEGAN OR WAS CONSTRUCTED. THE JCM $00.58'53"E Gi PROVISIONS OF THIS SECTION SHALL NOT APPLY WHEN A NUISANCE RESULTS FROM THE 55° 20.16' IMPROPER OR NEGLIGENT OPERATION OF AN AGRICULTURAL OPERATION, AGRICULTURAL FACILITY OR EXPANSION THEREOF." I i3) ANY RESUBDIVISION OF THIS PLAT SHALL COMPLY WITH THE APPLICABLE REGULATIONS IN o LEGEND EFFECT AT THE TIME OF THE RE-SUBDIVISION. p c0 --- --- SUBDIVISION BOUNDARY 4) LOTS 24, 36, 37, 51-55, 69 AND 70, BLOCK 6 ARE COMMON LOTS FOR THE PURPOSE O 57 N --------- SECTION LINE OF OPEN SPACE, IRRIGATION LINE(S) AND PATHWAYS. SAID LOT(S) ARE TO BE OWNED AND ° MAINTAINED BY THE HOMEOWNERS ASSOCIATION. THESE LOTS ARE SUBJECT TO A BLANKET ADJACENT SUBDIVISION BOUNDARY PUBLIC UTILITIES, LOT DRAINAGE AND PRESSURE IRRIGATION EASEMENT. i 49 58 I _ — _ — — ,��SO4'24'34"E EXISTING PARCEL LINE 6) IRRIGATION WATER WILL BE PROVIDED BY NEW YORK IRRIGATION DISTRICT IN COMPLIANCE I 44.22 WITH IDAHO CODE SECTION 31-3805(8.1). ALL LOTS WITHIN THIS SUBDIVISION WILL BE ° 48 59 O LOT LINE ENTITLED TO WATER RIGHTS, AND WILL BE OBLIGATED FOR ASSESSMENTS FROM NEW YORK Icn ' I SURVEY DIMENSION LINE IRRIGATION DISTRICT. CENTERVILLE SUBDIVISION NO. 1 7) LOTS 36, BLOCK 6 IS SUBJECT TO CUNNINGHAM LATERAL EASEMENT IN FAVOR OF THE o ' I 47 54 60 O BOOK 129, PAGES 20964-20968 O LOT NUMBER NEW YORK IRRIGATION DISTRICT.O W � OI 1 1 ' FOUND ALUMINUM CAP 8) DIRECT LOT OR PARCEL ACCESS TO S. HILLSDAVE AVE. IS PROHIBITED. N as MONUMENT ail I 46 61 ; FOUND BRASS CAP 9) PURSUANT TO IDAHO CODE 50-1306A(5), THE PUBLIC UTILITY AND DRAINAGE EASEMENTS W (5 19 MONUMENT IN LOTS 1 OF BLOCK 1 OF GAROUTTE ACRES SUBDIVISION AS FILED IN BOOK 60 OF PLATS 0:: Z _) I V to ON PAGES 59040 AND 50941, RECORDS OF ADA COUNTY, IDAHO, THAT LIE WITHIN THIS 3I 0 45 62 1 O FOUND 5/8" IRON PIN SUBDIVISION BOUNDARY ARE HEREBY VACATED AND REPLATTED AS SHOWN. ul AS NOTED - I �I m I p 7O j�O 0 10) THE DEVELOPMENT IS SUBJECT TO THE TERMS OF AN EXISTING CITY OF MERIDIAN DEVELOPMENT AGREEMENT AS RECORDED IN INST. NO. 2022-084254, RECORDS OF ADA I o) 1 44 O O O OQ SET 5/8" x 24" IRON PIN COUNTY. 63 1 O WITH PLASTIC CAP, PLS 11118 o' O r 'N NI r BLOCK 6 11) LOTS 37 AND 54, BLOCK 6 ARE SUBJECT TO A BLANKET EASEMENT FOR COMMON rrl 1 N DRIVES TO PROVIDE ACCESS FOR THE RESIDENTIAL LOTS ADJACENT TO SAID LOTS. THE • 43 64 COMMON DRIVES SHALL BE MAINTAINED BY THE HOMEOWNERS ASSOCIATION. 0 Q I co 1 12) EXISTING CITY OF MERIDIAN UTILITY EASEMENT - INST. NO. 2023-065770, RECORDS OF W J' N I 42 6rJ I ADA COUNTY. IpW i N 1 52 ° 13) LOTS 37 AND 54, BLOCK 6 ARE SUBJECT TO A BLANKET PUBLIC UTILITY EASEMENT. _j N I 41 66 14) EXISTING ACHD STORM DRAIN EASEMENT - INST. NO. 2024-038974, RECORDS OF ADA 2 I r0 I W COUNTY. 7 O , n L N I Z I 40 67 ' o C4 15) EXISTING ACHD PERMINATE EASEMENT — INST. NO. 2024-030996, RECORDS OF ADA COUNTY. 0 I IMF 1 39 68 i O 16) ACHD LICENSE AGREEMENT - INST. NO. , RECORDS OF ADA COUNTY. 0 ' 17) EXISTING IDAHO POWER EASEMENT - INST. NO. 9288784, RECORDS OF ADA COUNTY. V rn/ I I 38 69 ° S48'46'35"E O J 23.11' — I I 37 I — w O W. RINCON LN. (PRIVATE) I CENTERVILLE SUBDIVISION NO. 2 II Q I I I BOOK , PAGES ------- m I I W I I N ONp L L�VD I i � 00000000q 0 �I, 35 34 33 32 31 30 29 28 7 26 25 24 I o /1 VI I I I 13 11118 0 I I i BLOCK 6 I ° `A ,r = I I ( o 'tiTT F O F �° �� w POINT OF 36 I N 60 0 30 60 120 pN W NP mmomi J � BEGINNING SCALE IN FEET CLINTON W. HANSEN, PLS 11118 J CN 1/16 ° -BEGINNING __ __ __ __ __ _ __ _ _ _ _ LAND SOLUTIONS N89'27'31"W 424.01' ` ° 1 =60' 231 E. 5TH ST., STE A CP&F - — — — — — — — — — — — — — \ \ MERIDIAN, ID 83642 \ NO. 2018-040021 S89'27'31"E 20.00' \ \ / E. ROCKHAMPTON ST. \ \ Surveyor's Narrative: SHEET 1 OF 4 THE BOUNDARY FOR THIS SUBDIVISION WAS DEVELOPED FROM SURVEYED TIES TO W � — — — — — — — — — — — — — �� CONTROLLING SECTION CORNER MONUMENTATION, THE PLATTED SUBDIVISION BOUNDARIES llol OF HOWRY LANE SUBDIVISION NO. 2, ROCKHAMPTON SUBDIVISION, ROCKHAMPTON HOWRY LANE SUBDIVISION NO. 1 SUBDIVISION NO. 2, ROCKHAMPTON SUBDIVISION NO. 4, GAROUTTE ACRES SUBDIVISION, Jalley Engineering Inc. o BOOK 112, PAGES 16284-16291 CENTERVILLE SUBDIVISION NO. 1, CENTERVILLE SUBDIVISION NO. 2, INFORMATION FROM Z RECORD OF SURVEY NUMBER 1805, AND CURRENT DEEDS OF RECORD. THE SURVEYED MONUMENTATION AND CONTROLLING BOUNDARIES FIT THE RECORDS WELL AND WERE CIVIL ENGINEERING I PLANNING I CADD w ACCEPTED TO ESTABLISH THE BOUNDARY FOR THIS SUBDIVISION SHOWN HEREON. 1119 E.STATE STREET,SUITE 210 TEL 208-938-0013 ' ` EAGLE, ID 83616 www.baileyengineers.com U DATE: 3-25-2025 PROJECT: C2023-002 SHEET TOTAL # LOTS: 47 THE PLAT HAS BEEN ADDED TO THE DRAWINGS COMMON # LOTS: 10 FOR REFERENCE PURPOSES ONLY. FOR EXACT BUILDABLE LOTS: 37 INFORMATION REFER TO THE RECORDED PLAT OF # CENTERVILLE SUBDIVISION NO. 3. C2sl ♦+. m v Q p U Q 6 i Q M O � / ` � F v O � N � v W @ ■_ Z Q 3 Z 3 A+ Z = a N CENTERVILLE SUBDIVISION N0 . 3 W IN 45'1829E 41.66' N84-54'18"E W W z W S89'40'48"E 235.55' _ 90.079--- ° S00'58'53"E Cc z o -- -- -- - -- - --moo--- LEGEND W 112.05 28.00' 95�50' � o 11.25' 0 00 �_ 20.16 12.05' S3 0 0 55 86.03' O SUBDIVISION BOUNDARY 0 rn J- - - -S89'40'48"E N N S89'40'48"E Line Table --- --- 120.00' 0 40 S84'45'06"W cD iv N i--------100.00'--------i 1 3 Line # Direction Length --------- SECTION LINE V w aid 51 N � 1 56 I co" ADJACENT SUBDIVISION BOUNDARY L1 N76'39'04"W 21.52' 120.00' i i O - - - - - - EXISTING PARCEL LINE ,n I 100.00 I b N L2 N43'32'55"W 5.52' ---- N89'40'48"W----------1 40-4- �i N89'40'48"W i� I O co LOT LINE 0 0 : 0 co I N L3 N00'19'12"E 24.00' rjQ i t I 57 I o n EASEMENT LINE (SEE NOTE 1) N I I `� w N i i N EASEMENT LINE (SEE NOTE 12) I I S89'40'48"E i 3 N 100.00 i 120.00' No, N89'40'48"W � ------- --- EASEMENT LINE (SEE NOTE 14) o m 0 O N Curve Tableo o0 o 58 0 - - EASEMENT LINE (SEE NOTE 15) N IN 0 z N I N f'SO4*24'34"E Curve # Radius Length Chord Bearing Delta EASEMENT LINE (SEE NOTE 17) 41 S89'40'48"E I N I 100.00 I 0 1 44.22' 120.00' N89'40'48"W C1 314.00' 62.04' 61.94' N05'20'24"W 11'19'12" O LOT NUMBER I � o f i LO o C2 314.00' 22.30' 22.29' S01'42'52"E 4'04'08" N I 48 i 04 N i 59 i N o CHECKED BY: r� n ,.� FOUND 5/8" IRON PIN DAVID A. BAILEY P.E. �______ - L-------- J C3 314.00' 24.15 24.14' S05'57 08 E 4'24'24" 0 WITH PLASTIC CAP PLS 11118 40 0I S89'40'48'E--------- 100.00'-------- 1 UNLESS NOTED OTHERWISE DRAWN BY: ----------120.00'-----10.22' � r------N89'40'48"W------� 1 C4 314.00' 15.59' 15.59' S09'34'40"E 2'50'40" JCM 1 ,� i 10.87' N C5 286.00' 56.51' 56.41' N05'20'24"W 11'19'12" o FOUND 1/2" IRON PIN WITH N i0 47 � N o f 60 i � PLASTIC CAP, PLS 11118 C6 286.00' 21.65' 21.64' S01'50'54"E 4*20'13" S89'40'48"E I i 104.11' 1 0 SET 1/2" x 24" IRON PIN 1 120.79' N89'40'48"W C7 286.00' 24.18' 24.17' S06'26'18"E 4'50'35" WITH PLASTIC CAP, PLS 11118 1 I U v i N 46 I� 61 4'. 1 C8 286.00' 10.68' 10.68' S09'55'48"E 2'08'24" II S89'40'48"E I �i 104.91' I 1 C9 314.00' 64.42' 64.30' S05'07'22"E 11'45'16" 1 i 123.43' �i � 00l N89'40'48"W I o i v 54 �1 W N V110 C10 314.00' 13.50 13.50' N09'46 05 W 2'27'50" 45 k� 54001 N C11 314.00' 32.69' 32.67' N05'33'14"W 5'57'51" I _ Z L----------S89'40'48"E----------� o NFU 700 ------- OR. 1� C12 314.00' 18.23' 18.23' Noo'54'31"W 3'19'34" - � mo S89'40'48 E------- o O a r- -------129.64----- ---- o L 0 0 103.46' -------- m 70 O v I I o po --------- - I p C13 286.00' 58.67' 58.57' S05'07'22"E 11*45'16" 0 I Z z W to w �i I 44 1� A 5 6, i 63 i °W° N C14 286.00' 6.56' 6.56' N10'20'33"W 1*18'54" 0 m 1� r`�° 1 �� c- �! N C15 286.00' 32.74' 32.73' N06'24'19"W 6'33'34" � Uj S89'40'48"E to r Z 101.81' 1 N o I b i 136.25' n m 10.92' 1 C16 286.00' 19.37' 19.36' N01'11'08"W 3'52'47" N89'40'48'W N 43 �i o .i I C10 64 111 N 1 C17 281.00' 43.18' 43.13' S84'50'38"E 8'48'12" W z 0 I S89'40'48"E C14 100.95' II J 1 C18 281.00' 13.58' 13.58' N87'51'40"W 2'46'09" I 0 I 140.97' i 1 O ao I � I N89'40'48"W � 'n o i 1 C19 281.00' 26.29' 26.29' N83'47'44"W 5'21'42" �^ co I "4 42 �' M II O '� N BLOCK 6 U) I N ,N i O i v U U v i 65 0 1 C20 281.00' 3.30' 3.30' N80'46'43"W 0'40'21" W __S89'40'48"E----- L--------- J 1 s 102.53'-------- � C21 319.00' 28.00' 27.99' S82'57'24"E 5'01'44" 52 °' N o --------------144.81--------------- N89'40'48"W------ O I z I o N F------- • � I N i 41 I U " I 66 41 0 OO I M L_-_-----� 13.80'I 113.80' rN Z N89'14'44"W 111.19' I 102.00' i 1 34.02' M i N 89'1O44'04 4" OwW N89'14'44"W10 o N " o I o 67 0 `n rre) �S89'14'44"E 1 `� 4 N 1 102.00' N 1 N cV L2 i 111.01' o rn rn N89'14'44"W 0 39 (o I co 1 0 � io 0 0 ;n � 8 S89'14'44"E LOLO M 04 0 ------107.00' o o S89'14'44"E------- II 0N 0 0 I O--------- o 0 0 0 0NU' � 1062.900' S48'46'35"E LO °--------- � 23.11 _ 106.75' 28.00' N 102.00' N 129.18' 2.93' \ w S89'14'44"E 365.93' /a) o I o PO37 W. RINCON LN. (PRIVATE) 0 01 S89'14'44"E 273.85' M I C17 w "o, N 37.23' 26.17' 26.17' 36.38' 36.38' 26.17' 26.17' 36.38' 22.81' C18 C19 C21 WN0)o i------ ------ ------ -------7i ir------- ------ - ----- ----- i ------- ----- .C20_ , L1 ONNL LA Nis 1 z I I I G T rn I I I I V / 3 3 w i I I I 3 3 LiI p -C io io I O35 34 r I Ocnn o 290 �iO27 26 25 I ` ,qT OP Zo` ON 0 O O8� O °° O � n 4 N 11118 ON ON � 7 a,� � a 0 rn n; NIrn o a, 0 oa, 0) 0 0) o 0 m 00 't O o 0 o , 000 0 � cn U) z vi o 0z 0 0 000 ao W vi N OF 1 3 ON W. NPR J L_ _J L- BLOCK 6 I I ------- I LO CLINTON W. HANSEN, PLS 11118 _ ______ LAND SOLUTIONS 36.53' 26.17 26.17' 36.38' 36.38' 26.17' 26.17' 36.38' 36.38' 26.17' 31.08' 21.00' I 231 E. 5TH ST., STE A I IN89'27'31"W 364.98' N MERIDIAN, ID 83642 4 I 36 01 SHEET 2 OF 4 O MI 121 50 1 - NOTE: 402.51' -- -- -- --�-- -- --T-- - SEE SHEET 1 OF 4 FOR NOTES. o e N89*27'31"W 424.01' 40 0 20 40 8o alley Engineering, Inc. Z - - CIVIL ENGINEERING I PLANNING I CADD \ SCALE IN FEET W \ \ 1"=40' 1119 E.STATE STREET, SUITE 210 TEL 208-938-0013 ' ` EAGLE, ID 83616 www.baileyengineers.com U DATE: 3-25-2025 PROJECT: TOTAL # LOTS: 49 C2023-002 THE PLAT HAS BEEN ADDED TO THE DRAWINGS SHEET FOR REFERENCE PURPOSES ONLY. FOR EXACT INFORMATION REFER TO THE RECORDED PLAT OF CENTERVILLE SUBDIVISION NO. 3. 2s2 ` I IIII I I � ■ II KEYNOTES = O PROTECT EXISTING CURB, GUTTER & Q °' -- -- -- -- -- -- — 7 — -- -- -- — z SIDEWALK C.� °° \ _�— s 0 s o D ° eOr III °° ° - N N s° ' 1 2 PROTECT EXISTING GRAVITY SEWER MAIN, C3 w F PI PI�PI PI — — — —— 4 —PL —�— Z - MANHOLES & SERVICES. n53 _ I 3 55 z 3 ° PI PI �PI PI PI PI � P�PI PI � r—— ——— PROTECT EXISTING WATER MAIN, VALVES, Z ® 1 4 ® \\ O HYDRANTS & SERVICES. _ O ---� -- -- ® PROTECT EXISTING PRESSURE IRRIGATION — o MAIN, VALVES, STRUCTURES & SERVICES. = z N O — I WPROTECT EXISTING CUNNINGHAM LATERAL w PIPING & ASSOCIATED ACCESS ROAD. W ' I © PROTECT EXISTING PRESSURE IRRIGATION z w PUMP STATION & ASSOCIATED GRAVITY c - fi IRRIGATION PIPING W Qco cc 1 DITCH PREVIOUSLY TILED. J ; o \ N I I __ ® CONCRETE DITCH PREVIOUSLY 8 �\ I 49 m - --- -- 2 58 1 I o 4 - -- I DEMOLISHED. C..� w \ I Q I g EXISTING CUNNINGHAM LATERAL W EASEMENT TO BE VACATED IF NOT PREVIOUSLY COMPLETED. \ 1 � \pNAL F COORDINATE REMOVAL OF EXISTING TREES ��c'SGENSF C/2� W/ LANDSCAPE PLAN. O c<` COORDINATE DEMOLISHMENT OF EXISTING BUILDING W/ DEVELOPER. 04/02/2025 s 0 I s I 2 0 218 I - I e �O\ J ' s° N ', © ABANDON EXISTING WELL PER IDAPA vQ 9 F OF O 1 37.03.09 WELL CONSTRUCTION ti GP STANDARDS. �h' B. DUN NOTE: CHECKED BY: ABANDONED BUILDINGS, TEST PITS OR DRAAVID A. BAILEY P.E. � 2 I � — — — _ � � 1 0 , DRAWN BY: -�0, — — — — — — — — — — — — —2706- WATERWAYS LOCATED WITHIN CURRENT OR JBD FUURE RIGHT-46 61 1 \\ RET EXCAVATED SHALL NATIVE SOILBAND BACKFILLED WITH STRUCTURAL FILL PER ISPWC SPECIFICATIONS. \ 4 10 O a 119 LEGEND EXISTING FENCE APPROXIMATE TEST PIT � r s �, O LOCATION o rr► G� 19 ca U O 0 N 44 r' 63 II o i O NOTE: ACTUAL CONDITIONS DURING TRENCHING MAY REQUIRE o w m \ ADDITIONAL PAVEMENT REPAIR BEYOND THE LIMITS SHOWN ON w Q THE PLAN. THE FOLLOWING CONDITIONS ARE LISTED IN V O 64 SECTION 6000 OF THE ACHD POLICY MANUAL. w o O WZ 1. ALL ASPHALT MATCH LINES FOR PAVEMENT REPAIR SHALL BE PARALLEL TO THE CENTERLINE OF THE STREET AND 1 0 INCLUDE ANY AREA DAMAGED BY EQUIPMENT DURING Vi TRENCHING OPERATIONS. BLOCK 6 1 s D \ O 2. IF THE CUMULATIVE DAMAGED PAVEMENT AREA EXCEEDS - -- \_ 50% OF THE TOTAL ROAD SURFACE, CONTRACTOR SHALL • REPLACE THE ENTIRE ROADWAY SURFACE. 3. CONTRACTOR SHALL REPLACE THE PAVEMENT SURFACE TO ENSURE MATCH LINE DOES NOT FALL WITHIN THE WHEEL PATH Z \ OF A LANE. MATCH LINE SHALL ONLY FALL IN THE CENTER \ 41 66 II o 1 1 OR EDGE OF A TRAVEL LANE. I II O 0 \ \ II I IF— 4. FLOWABLE FILL OR IMPORTED MATERIAL MAY BE REQUIRED Z IF THE NATIVE TRENCH MATERIAL IS DEEMED UNSUITABLE BY 1 ACHD INSPECTOR, DOES NOT MEET COMPACTION STANDARDS 0 \ \ O O \ I I O 1 2 OR TIME IS A CRITICAL FACTOR. W \\ 5 \ I O 0 1 5. ANY EXCEPTIONS TO THESE RULES SHALL BE Q V \ m ' PRE-APPROVED IN WRITING BY DISTRICT STAFF BEFORE v , 1 68 II \\ \ \ \ 39 CONSTRUCTION BEGINS. - 1 --- W _ I V / W. RINCON LN.�PRIVATEO _ 37 d W W \ W W o ri - - - L \\ �o \ \ fig. I m I W Ar ----------------- 0 O 1 1 V I TooA T _ I W 31 34 3 35 3 vv 2 \ O N \ BL OLd 1 DATE: \ \\ \OA \\\ 1 3-25-2025 5 27"GIR� � \% \ 1 27"GIR PROJECT: �'R � TQ� — — DOE _ _ _ _ _ _ T C2023-002 5 \O\\ \�\\ - - - 0000 -- -- -_- 30 0 15 30 60 =SHEET © � -� ��- -. - - --- —2707- ,� -- ! _ >> R SCALE IN FEET — — _ - - - _ � - - - - --,- - � — � �— II 0 mE 0 I � IIII ° U 0 00`77 i I I _ M ° j rl —o,- S ° ° ° S° S ° ° // ♦♦ .— s° V c� cuj s s I °° S° W� � PI ° PI�PI PI - - Z 53 - 5 " LEGEND i ZO O Z PI PI PI PI PI PI r - ------------�0 O , O � �O O 00000 O ---------------------------- 0 � I 0 0 0 0 0 0 0 0�o 0 0 0 2 a -- SS EXISTING SEWER LINE a o IIII m I I O W EXISTING WATER LINE CS Lu 2 i 56 i I SD NEW STORM DRAIN LIJ Z tz 5D = W NEW WATER LINE W f i i S NEW SEWER LINE Z_ w I i 57 j O PI NEW PRESSURE IRRIGATION LINE � tS n W/SERVICE W Q s 00 1 F IRR NEW GRAVITY IRRIGATION LINE _j � ' ------------- BOUNDARY LINE -- ' I 49 58 I O ROADWAY CENTER LINE V w j I i I F i i I ROADWAY RIGHT-OF-WAY LA J s� LOT LINE �S�ONAL�\GENS 04/02/20Fo i'GF SANITARY SEWER MANHOLE i i __----- ,I _ • Q 25 I S L ___—___ _ _--- I I I I r 1� _ J L— ° s OO EXISTING SANITARY SEWER MANHOLE 20218 coO 1 a s° ---------- ------------------ - ------- - --�I 1 O 1 4" SEWER SERVICE LINE `�O,L F OF TYPICAL SINGLE WATER SERVICE B. OI I TYPICAL DOUBLE WATER SERVICE CHECKED BY: I i I O DAVID A. BAILEY P.E. i I li I, 1 PROPOSED FIRE HYDRANT DRAWN BY: JBD v J I 1 I 1 � 46 — " LOT NUMBER I 1 7 I I I I 1 1 1 1 O 11 CATCH BASIN a_+ LED STREET LIGHT I 1 f I sr— ----------------- I o '1 Z d "rn ,n rn 9 W j c) w Vi w z I � 1 10 M O BL OCK 6 -____-- ' S L----_ _ ____________________J __________ ____________� I9 ---- _ � _ • Sr----------- -------------------- 0 r -- -- I — I _ 1 :2 Si � I I 1 I s I I I 0 l ° O 0 ' I O ; V / 1 I I o 0 00 c 0 j - ' — — o 0 1 13 __ ' � n 1 f I I I v I s N 38 L------- Q > — x W 1 I L— ----------------------- F 69 V 1 w w w w w ' W. RINCON N. PRIVA W_W—W — — — — — — — _ _ � _ � — 37 I I W w W I �—s f s�—s s s Is � sus - I , I 1 1 W ' ---- ---L---- ----I --- ----L---- I I ---- ---L----------L--- ----I ----, ----L---- -- 1 8 J 1 I I I I I I I I O > I I I I I I 1 I I I I I I I 24 I W I 1 I I I 1 O O O O O I 27 26 O O o _ I I I I I I I I I I ° j I O ----- ------ -- - ---- �B_L Q 6 CK --- --- J -------- ---------- _---_ - 0? V I I A 1 1 A j 1 s 36 DATE: I GR 3-25-2025 a1 PROJECT: 27 GIR - 27"GIR -4 I 30 0 15 30 60 C2023-002 L�L_pR�'R ---- - ---- SHEET SCALE IN FEET 1 11=3 01 o2— I ■ M E \ I IIII I I o Q p U i I � IIIII M � LEGEND = a o � I ob - -- -- -- -- - s s ~ - - PROPERTY LINE b�A V IN IN 0 0 ° ° �9 FG � J m i __ BUILDING SETBACKS .� P�P P P - - -- [4.9 Ell - 53� _ ______ 55 - - - - - - LOT SCALE (0.5q MIN) � Z I ° PI PI PI - - --- PI PI I PI PI PI PI PI r-- ------\� - ------ o°o°o°o�o°oE °o o -----------------11) -0 o � o ° J v - - �700- EXISTING CONTOURS0 O O 27p5 m ! 1 © ' ?21p o o N 6.0 FG S , I \ 2700 FINISHED GRADE CONTOURSui 4.9 = Z I - - TBC 4.7 s.7 FG� \ s so EDGE OF PAVEMENT Wco ---- -- - - 1 ---- TBC 1 I I W w I I 1 w •10.0 TBC SPOT ELEVATION (z F 6.2 FG ' S0 1 3+100 O© 1 r 5.3 FG TOP BACK OF CURB CQ fi o B O i i [5.3 EG] Z � (o I 4.9 4.9 I 1 6.9 FG 2570.2 EG EXISTING GRADE AT LOT W � o MIN TOP OF STEM WALL w TBC I TBC I B g l 2572.0 MIN - w J \ 1 I 2706.5 MIN O I rn 2706.5 MIN i ~ MAX TOP OF STEM WALL ► 2708.0 WAX 1 , t o � 2573.1 MAX � a \ I cv B 49 2708.0 MAX i 2705.4 DG 58 I ° 4 2570.5 DG LOT PAD DESIGN ELEVATION V w 6.4 FG O O L2705.005.4 DG I O 1 I O I 1 i 2704.9 EG 1 o EG I 5.0 1 5.0 1 - 7.0 FG I I N DIRECTION OF SHEET FLOW TBCso TBC __---- 1 II _- -- OA OR© LOT TYPE S�pNAI FN © 48 N 59 I O 5.7 FG -- __ �S ENS C/'L 0 [5.7 EG] ---- � � �� G FO 04/02/2025 � 6.8 FG I I d L---- ---- --- -------------- I ------ ----- - 1 20218 5.2 1 5.2 7.2 FG 9 I a NCO TBC TBC 1 O v y� � I r N 47 © -- -- - - II - CHECKED BY: I I 5.4 5.4 1 - 7.4 FG 9� O \ DAVID A. BAILEY P.E. 1 I I TBC oo! TBC I� I� � ' - o DRAWN BY: < 2707.1 MIN V - - +- - 1 �� JBD 0 < i i 2707.1 MIN , N 1 Q� I� < © 46 2708.6 MAX I 2708.6 MA 61 I s 17.0 FG i N 2706.0 DG i I 2706.0 DG i - •O� \\ 2705.8 EG I i 2705.8 EG i O \ 1 f - 5.6 5.6 7.6 FG 1, i TBC ' TBC I i i O or 9 - B A ' i O I1 , 1 5.7 FG - I , ---- S I I I 5.7 EG ---- � 6.6 FG I i [ ] ° ° L-------------- ------ - ----------- --------- - --- I L -------------------- 5.8 7.8 FG s TBc L 4I TBC I 1 ------------ i� n 5.9 FG 8 c� ' © 44 ' 1 7.9 FG i 'i y' t• 6 3 ' I 1 [5.9 EG] o I - 1 < - TBC- z 6.0 k I 8.0 FG I r \ W 1 ,�I TBC i O , a 0 0 �2708.0 MIN 0 2708.0 MIN B ', \ O 1 8.2 FG 1 B 43 106.5 09.5 MAX' O3 2709.5 MAX 64 \ W o i N 06.9 DG ^ ii 2706.9 DG O ', \ � z I - b�l 706.6 EG � I \ EG 6.3 , 8.3 FG TBC TBC ii , 70 of 1 \ 0 2 - - 1 8.5 FG ------------------ 1 \ ---------- -------- _ Z -------------- -� 6.7 J 6.7 I 8.7 FG 6.3 FG --- �_ • I TBC I L ------� [6.3 EG] s i- ------------------------ - T TBC �� \ 1 ---------------- �- - ------ - O ---- - 1 -- W i 1 1 • B � � � 7;7 8.6 FG \ L cy/ w I , ^� 7.2 1 7.2 1 9.2 FG O� O TBC TBC I 1 I I s° r• 2709.1 MIN i � I i 2709.1 MIN 8.3 FG I © 40 2710.6 MAX 1 2710.6 MA> 67 I I 1 1 i 2708.0 DG O iI I 0 --[8.3 EG] 2708.0 DG ° I 1 2 707.2 EG I 6 00 1 2707.3 E I rn n 7.6 7.6 0 9.4 FG I I� vvv TBC TBC I �° ~ I © 39 ' F © 6 g _ ° ° I I V I s \V 9.2 FG 1 �� _� , I I 0 0 [9.3 EG] i 1 i Vv 1 _ 7.8 I I o o 1 ' 13 1 TBC 1 I I 1 A 1 \\� I ------------------ ---- _ o o \ TBC 7.2 FG / I [7.2 EG]�------- - x I 8.4 FG �\� \� /J 1 \ ��- i 6 9 O PI PI PI PI PI� PI \ ' [8.4 EG] m t w � � TBC -I �� ° ' s y ,0 V / \ i ' 6 73 - CON LN. �PRI VAT W 37 �+ 2707 w w \\ w 7.6 FG - - 2107 I '� O \ o Y [7.6 EG] 7.9y7.8yi7.7 7.5 7.4 7.2�y7.0 6.9 6.7 6.9 IN - - - - I ' I TBC TBC TBC TBC �� TBC �� Og TBC TBC TBC TBC T.9 7.O_ 9 e \ BC - ----- TBC 7.1 I ° _ 0 J TBC a o �, --�- --- -------- ----- �- --- 1 -------- ------ - --------- s s s I 2706.9 EG \ I S I I 1 -- 1 \ I 1 r 2707.2 I I -------------- 2709.2 MIN 0 oe �� I I g I III \ 2710.7 MAX \ i i 9 0\ 708.7 MI �� 2707. E • o f I I �710.2 M v I 1 ~ p 2708.1 DG 1 1 D v vv v I I 2708. IN 0 2709. I� X 1 v v rope 2707. v� 35 34 33 32 31 30 � 28 - I B I r... 27 26 25 B B � B 1�f ' 0O � O I I 2708 � � 1 1 2708 1 1 2�0 16 I . I v �_fz - - '-- - - -- --- 3L QCK ------- ------ 1 \ 27071 �- 2709 L-----� - - ------- PI-PI PI - PI\\� V27 1 1 0 -P PI pl , \ ' 6.1 FG \ 16.1 EG] 7.1 FG \ 7.6 FG 8.4 FG 9.0 FG 9.5 FG 9.2 FG 9.8 FG 10.4 FG\ 10.0 FG 8.9 FG 8.5 FG `A DATE: [7.1 EG] [7.6 EG] [8.4 EG] [9.0 EG] [9.5 EG] [9.2 EG] [9.8 EG] [10.4 EG] \ [10.0 EG] v[8.9 EG] [8.5 EG] \ \\ \\\ ' PROJECTS $s �27 GIRD - 27"GIR�R \ -y-TQ� TOE TOE T C2023-002 ��=--- _____ - -_ - 30 0 15 30 60 d SHEET - - - - - ' L----- -� _ \\ P1f P,-- - -- -- -- -- -- -- -- - � � -- x- '%_�R SCALE IN FEET Q O U Q CMENEM a) i SITE GRADING a o N 1. ALL GRADING SHALL BE IN ACCORDANCE WITH THE APPROVED GRADING PLAN. w 2. A CONSTRUCTION PROJECT SCHEDULE SHALL BE SUBMITTED TO THE ENGINEER FOR APPROVAL AND SHALL BE PERIODICALLY UPDATED IF CONDITIONS OR SCHEDULES CHANGE. CONSTRUCTION SHALL BE SCHEDULED TO MINIMIZE SOIL DISTURBANCE. ALL DISTURBED SURFACES SHALL BE STABILIZED IN A Z TEMPORARY OR PERMANENT MANNER AS APPROPRIATE DURING CONSTRUCTION TO PREVENT SOIL EROSION. Z 3. THE CONTRACTOR SHALL REVIEW AND FOLLOW ALL RECOMMENDATIONS PROVIDED IN THE GEOTECHNICAL ENGINEERING REPORT PREPARED BY SITE _ 5 CONSULTING, LLC DATED 03/19/2019. MENEM a_ 4. ORGANIC SOILS SHALL BE REMOVED AS RECOMMENDED IN THE GEOTECHNICAL REPORT AND WASTED OR STOCKPILED FOR USE IN FINE GRADING. W w w 2:1 MAX NATURAL SLOPE Z 5. PRIOR TO COMMENCING STRUCTURAL FILL, THE EXISTING SITE DEBRIS MUST BE REMOVED, THE NATIVE SOILS STRIPPED OF ALL ORGANIC MATERIAL, ~ cn STOCKPILES OF SUITABLE MATERIAL SHALL BE SEGREGATED FROM UNSUITABLE MATERIALS. ALL WASTE AND HIGHLY ORGANIC OR OTHERWISE CONTAMINATED LLI Lu SOILS SHALL BE REMOVED FROM THE SITE AND NOT STOCKPILED FOR ANY PERIOD OF TIME. WHERE PRACTICAL, STOCKPILES OF MATERIALS TO BE USED TOP ®F FILL FILL SOILS - ON SITE Z yj w AS STRUCTURAL FILL SHALL BE PLACED ON NATIVE, STRIPPED SOILS TO PREVENT CONTAMINATION. MATERIAL AS APPROVED Of O BY GEOTECHNICAL ENGINI=U SLOPE M� 5 (n � 6. EXACT REMOVAL DEPTHS OF ORGANIC MATERIALS SHALL BE DETERMINED DURING GRADING OPERATIONS BY A QUALIFIED GEOTECHNICAL REPRESENTATIVE Z M AND/OR THE PROJECT ENGINEER, AND SHALL BE BASED ON SUBGRADE SOIL TYPE, COMPOSITION, AND FIRMNESS OR SOIL STABILITY. i W � o n >_ >_ J cn - 7. ALL MATERIAL USED FOR STRUCTURAL FILL SHALL MEET THE REQUIREMENTS FOR STRUCTURAL FILL AS DESCRIBED IN THE GEOLOGY AND GEOTECHNICAL <5 rn ui REPORT. STRUCTURAL FILL MUST BE USED WHERE FILL HEIGHT EXCEEDS ONE (1) VERTICAL FOOT OR WHERE RECOMMENDED BY REFERENCED GEOTECHNICAL 0 0 1 REMOVE UNSUITABLE V (D REPORT. 0 � I MATERIAL 8. STRUCTURAL FILL SHALL BE PLACED IN ACCORDANCE WITH THE REQUIREMENTS OF THE GEOLOGY AND GEOTECHNICAL REPORT AND COMPACTION SHALL a- m BENCH HEIGHTS SHALL BE SUPERVISED BY A QUALIFIED GEOTECHNICAL REPRESENTATIVE AND/OR THE PROJECT ENGINEER. MATERIAL SHALL BE PLACED IN 8" LIFTS UNLESS NOT EXCEED 5 FEET OTHERWISE APPROVED BY THE GEOTECHNICAL ENGINEER. �S�pNAL FNG 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 �H/5 OR 2' MIN STRUCTURAL FILL PLACEMENT �o``�') ��ENSFo ��``�, OR D 698 FOR ROAD AREAS. ONE IN-PLACE DENSITY TEST PER LIFT SHALL BE CONDUCTED FOR EVERY 5000 SQUARE FEET OF LIFT AREA FOR BUILDING KEY MUST BE PROVIDED PER IBC 0- 04/02/2025 STRUCTURES (ONE PER LOT) OR FOR EVERY 100 LINEAR FEET OF LIFT AREA IN PARKING AND DRIVEWAY AREAS. J107.3 IF FILL HEIGHT EXCEEDS 5 BASED ON 2012 IBC FIGURES J107.3 & J108.1 20218 10. SHALLOW EXCAVATIONS THAT DO NOT EXCEED 4 FEET MAY BE CONSTRUCTED WITH SIDE SLOPES APPROACHING VERTICAL. BELOW THIS DEPTH, SLOPES VERTICAL FEET. NOT TO SCALE cn� 0 SHALL NOT EXCEED 1-1/2 FOOT VERTICAL TO 1 FOOT HORIZONTAL. y Q 11. FINAL SITE GRADES (CUT OR FILL) SHALL NOT EXCEED 1 FOOT VERTICAL TO 2 FEET HORIZONTAL. vO�gh� B FDVNGQ 12. PRIOR TO PLACEMENT OF STRUCTURAL FILL, THE GROUND SHALL BE PREPARED IN ACCORDANCE WITH APPENDIX J, 'GRADING' OF THE INTERNATIONAL BUILDING CODE. FIGURE J107.3 AND AS DIRECTED BY THE PROJECT ENGINEER AND/OR THE GEOTECHNICAL ENGINEER. CAPACITY OF w CHECKED BY: 13. ALL FINAL GRADING SHALL EMPLOY SLOPE ROUNDING AT TOPS OF SLOPES AND AT CHANGES IN HORIZONTAL SLOPE ALIGNMENT TO FACILITATE SWALE AS SHOWN z_ DAVID A. BAILEY P.E. REVEGETATION AND PROVIDE AN ASTHETICALLY ACCEPTABLE APPEARANCE. 4.0 ft-3/ft DRAWN BY: JBD 14. DURING ALL GRADING OPERATIONS AND UNTIL THE ESTABLISHMENT OF PERMANENT REVEGETATION, THE CONTRACTOR SHALL PROVIDE EROSION AND 81- -2' TYP a SEDIMENT CONTROL MEASURES IN ACCORDANCE WITH THE APPROVED STORMWATER PREVENTION PLAN. I A I o NOTES: _ BUILDING a 1. THE BUILDING ENVELOPES ARE BASED ON CITY OF MERIDIAN SETBACKS APPROVED WITH THE CENTERVILLE SUBDIVISION DEVELOPMENT. FOUNDATION 4 7 �� 2" DRAIN ROCK 2. THE MINIMUM TOP OF STEM WALL ELEVATIONS ARE BASED ON A 6" REVEAL, A 6" DROP IN THE FIRST TEN FEET, AND THEN 2% TO THE LOWEST 10' COVER (OPTIONAL) TOP BACK OF CURB FOR THE LOT OR 1% TO THE TOP OF BACKYARD SWALE (WHICHEVER IS GREATER). MIN TOP OF STEM WALL IS BASED ON IRC, MIN SECTION R401.3. NO SOD OVER 00 a z 3. FOUNDATIONS MAY BE STEPPED A MAXIMUM OF 2 FEET. SAND LENS FILTER FABRIC SIDES & TOP 4. REAR YARD SWALES SHOULD BE NO CLOSER THAN 10 FEET FROM THE STRUCTURE. OF INFILTRATION WINDOW ----- z LD 5. THE BUILDING CONTRACTOR SHALL REVIEW & FOLLOW ALL RECOMMENDATIONS IN THE GEOTECHNICAL ENGINEERING REPORT BY SITE CONSULTING, __-_- CONST. SAND LENS EXCAVATE TO INFILTRATING -__-__ (ASTM C-33 LLC DATED 03/19/2019. MATERIALS WHERE SAND LENS IS - - - SAND REQUIRED) cn ui 6. EACH BUILDER SHALL CONTINUE BACKYARD SWALE. SPECIFIED (LENS SHOWN IN PLAN -_ -_ o VIEW ON SHEET 3.3). BACKFILL - - - 7. EXCEPTIONS TO THIS GRADING PLAN MAY BE APPROVED BY THE CITY OF MERIDIAN BUILDING OFFICIAL AT ISSUANCE OF BUILDING PERMIT BASED WITH REJECT SAND OR -3/4" -----_ w UPON REVIEW OF AN ENGINEERED INDIVIDUAL LOT GRADING PLAN. CRUSHED GRAVEL. N o 8. QUANTITIES ARE APPROXIMATE RAW VOLUMES WITHOUT ADJUSTMENT FOR COMPACTION: LENS CAN BE RELOCATED IF a NECESSARY TO AVOID UTILITIES w z OR TO ACCOMMODATE GRADING Q IN FIELD. 2 24" z co CONTRACTOR TO NOTIFY THIS IS NOT A STRUCTURAL CREATE POSITIVE SLOPE OF 5 z PROJECT ENGINEER, GRADING NOTES AND VOLUMES: DETAIL AND IS SHOWN FOR MIN OR MAX 0.5% MIN TO SAND LENS. - QUALIFIED GEOTECHNICAL GRADING PURPOSES ONLY. TOP OF WALL GRADING MODEL SHOWS ROUGH �2 ENGINEER OR CITY SWALE GRADING CONTINUOUS INSPECTION STAFF WHEN STRIP VOLUME 4" = t2,846 cy CUT Z ACROSS LOTS. MODEL DOES z INFILTRATION LENSES ARE ROAD EXCAVATION TO SUBGRADE NOT PROVIDE POSITIVE FULLY EXCAVATED FOR CUT TO SUBGRADE= t1,739 cy , 6" MIN DRAINAGE AS REQUIRED OR LOT DRAINAGE SWALE OBSERVATION AND O FILL TO SUBGRADE= t2 cy BREAKS AT LOT LINES AS VERIFICATION OF 8 RECOMMENDED a NET = t1,737 cy CUT SHOWN IN PLAN VIEW AND PER TYPICAL SECTION FREE-DRAINING. MIN o NET EXCAVATE UTILITIES = ±910 cy CUT ° THIS1 A SHEET.LOT GRADING DETAIL NOT TO SCALE 24-HOURS NOTICE REQUIRED. BOTTOM OF FOOTING MIN CUT/FILL TO FINAL GRADE ON LOTS FROM OR MAX ELEVATION CAN 24" STRIPPED SURFACE BE CALCULATED BY TOP CUT TO FG = t1,107 cy OF WALL SUBTRACT 30" NO DEPRESSION AT FENCELINE. REAR LOT LINE Z FILL TO FG = t2,981 cy SWALE TERMINATED TO MAINTAIN NET = t1,874 cy FILL ALL RUNOFF ON INDIVIDUAL LOT. — — 8„ REAR LOT LINE O NET EXPORT = t3,619 cy CUT — — I I ALL CALCULATIONS ARE RAW VOLUMES BASED ON ROAD AND FINAL SURFACE v15—FT MIN LENGTH SLOPE VARIES - SEE LOT SWALE MODELS DEPICTED ON THIS GRADING PLAN. THESE NUMBERS MAY VARY DUE TO V) ACTUAL SOIL COMPACTION AND SOIL SHRINKAGE. TYPICAL FOOTING DETAIL THIS SHEET _ ELEVATION DETAIL I z _ 1 MIN. \ NOT TO SCALE / I , I � � � � I 5% MIN. I Q Val Vol z MID POINT I W OF LOT W IZ Z FRONT YARD DRAINAGE IS TO BE ROUTED TO FRONT OF LOT (PUBLIC ROADWAY). b` REAR YARD DRAINAGE IS TO BE ROUTED W TO REAR OF LOT AND RETAINED ON LOT (VIA CONSTRUCTED INFILTRATION SWALE) I SIDEWALK o SIDEWALK _ CURB & STREET CURB & STREET GUTTER GUTTER > LOT TYPE 'B' LOT I TYPE A DRAINAGE DETAIL W DRAINAGE DETAIL 0 NOT TO SCALE NOT TO SCALE e Z W U � DATE: 3-25-2025 PROJECT: C2023-002 -SHEET Q p U KEYNOTES = 10 MATCH EXIST. CURB AND GUTTER. Oct o FIELD VERIFY PRIOR TO CONSTRUCTION C.� N >+ 2O SAWCUT EXIST. ASPHALT AS REQUIRED (MIN. 2') FOR 1% _ cz w TO 4% CROSS SLOPE (PER. ACHD SD-806, ■i Z SD-301, & SD-303) Z 3O CONSTRUCT VALLEY GUTTER PER ACHD SD-708. Z RINCON ® CONST. 3' MEANDERING SIDEWALK PER ACHD SD-709. = a 5+64.91 I 6+59.22 SEE SHEET 4.2 VERIFY CONSTRUCTION & LOCATION W/ LANDSCAPE PLAN. ■_ Co w ° ° 26.94L \ 5O CONSTRUCT PEDESTRIAN RAMP FOR ROLLED CURB. SEE Z w -13.50E 2707.26 TRC Z DETAIL SHEET 4.3 . W 2707.01 TRC 111 - II 0 W U) T 6+42.20 3() NOTE: ADA STANDARDS REQUIRE THAT CROSS SLOPES W w a O -13.50E - SHALL NOT EXCEED 2% ON ANY PEDESTRIAN RAMP OR 4) Z w 3 O 2707.56 TRC° ° � _ SIDEWALK. ACHD WILL NOT ALLOW ANY TOLERANCE FROM ■� � � � 4 5+16.19 5+78.70 If 6+34.70I I r THIS REQUIREMENT. LONGITUDINAL SLOPE ON PATHWAYS Z w co 7(m -13.50L 13.50E 3 ,ISHALL NOT EXCEED 5.00%. 00 h 2706.28 TRC 2707.22 TRC -13.50E _ �N 61J � o 3 1 CU 5+03.36 2707.66 TRC SO O O ,,, - NOTE: ALL PEDESTRIAN RAMPS MUST HAVE DETECTABLE Lu � 3+74.54 413 50L+33.81 -13.50E I 6+02.70 6+27.70 GC WARNING PER ACHD SD-712. rn 2706.09 TRC 4 00 I o 2+83.17 -13.50E C2705.64 TRC III -13.50E -13.50E 3+31.175+47.47 2707.75 TRC 3 T © CB #1A - INV ELEV: 2701.77 W/ 1' SUMP PER ACHD SD-601, -13.50E -13.50E 2705.29 TRC 5+00.00 GC -13.50E 2707.58 TRC TYPE I. CONST. 23 LF 12" C-900 00.43% TO CB #1B 3 I 2704.74 TRC 2705.02 TRC -13.50E INDEX MAP 2706.75 TRC 1 =200 QP,00=0.00 Cfs, QPzs=0.00 Cfs 1 2706.04 TRC » > ( ) 3+97.21 � 6+17.70 HP 3+07.17 -13.50E 4+57.67 V� Z -13.50L S I 70 CB #1B - INV IN & OUT ELEV: 2701.67 W/ 1' SUMP PER ANAL 2705.42 TRC -13.50E 2707.80 TRC S� F 13.50E I ,� d � ACHD SD-601, TYPE I. CONST. 33 LF 12" SDR-35 ® 0.61% TO 3 I 2704.88 TRC 3+63.67 2705.78 TRC 4+92.34 � SG TRAP 1. ��' ENS 2+53.53 -13.50L 4+22.52 -13.50L I (QP,00=0.00 Cfs, QPzs=0.00 Cfs) G -1 2705.22 TRC -13.50E 2705.99 TRC Q 04/02/2025 2704.77 TVC - 1 2705.57 TRC 5 W W W `" ,{ ® SEEPAGE BED #1 (PER ACHD BMP 20) & SG TRAP #1. 20218 SEE DETAIL SHEET 4.4 N O CENTERVILLE 6 o SUBDIVISION NO. 1 1 -W D p4G LANE- �� - - -S �� 5 --5 o c° 9O CONSTRUCT MONITORING WELL PER ACHD SD-627. `�0 F OFro jr ?,Vol -� p,L E - �6 3 I y E3. 1) 1 W 2 W W PRE _ 5+64.91 0� ® CONSTRUCT 3' TRANSITION FROM VERTICAL TO ROLLED 0 0 - p, + - 5 `` CURB. 5 0 s 5 „ 7 "' 2�p3.50R 6+17.70 HP �� CHECKED BY: co 2707.01 TRC DAVID A. BAILEY P.E. � 13.50R �� I 3 ossx 5 5+78.70 2707.80 TRC DRAWN BY: 1 f 13.50R I JBD 1 1 *ul S• ) 2707.22 TRC1.6 4+85.56 6+42.20<P 4+18.99 13.50R 6+02.70 13.50R 5 003+07.82 13.50R 2707.62 TRC 13.50R 2705.95 TRC 13.50R 2705.55 TRC ' L2707.58 TRC III-- 3 W 2+53.50 2704.88 TRC 5+00.00 GC 15+44,62 6+59.70 3+64.32 13.50R 13.50R 6 13.50R 31.00R 13.50R 0 8 13.50R 4+33.81 2706.04 TRC 2706.71 TRC 13.50R 2707.54 TRC 2704.77 TVC 13.50R I T i i r-1� � 3 III I T 2705.22 TRC 2707.76 TRC Z 3+31.82 2705.64 TRC 5+10.34 6+27.70 GC 2+54.81 _ 0 13.50R III 5+03.36 13.50R 13.50R O O 13.50R 2706.19 TRC 13.50R 0 0 3+74.54 4+51.91 2707.75 TRC 2705.03 TRC RINCON 2704.99 TVC III 13.50R 13.50R d2706.09 TRC CV 0 2+80.81 2705.29 TRC 2705.75 TRC ° SEE SHEET 4.2 Z 3 2+58.31 13.50R II F M 2705.14 TVC 3+95.88 I� C 13.50R - 2704.87 TV 2+77.31 T 4) a 0 0 17.00R 2705.41 TRC w 3 2+58.81 O 2704-F VC 33.00R 00 0 2+77.31 ° 2705.05 TVC O O 33.00R W 1 9 2705.14 TVC a 2+67.81 O V) o 3 33.00R 2704.90 TO A BLOCK 6 0:: Z SD SD O I 30 0 15 30 60 w M � J SCALE IN FEET - z 1"=30' LL � 0 w 0 z � z � 0 0 0 0� - j w z Q > m QD w J � 271 2715 n L.L w J N ^ ,Z O p 271 2712 I Z+r- N Z: pc0C9 CLpNco U +^p O W cV > O Z =-> .0 u z_ 00 +OU 2NW ~ W� 270 00Lo 0 � W N W c- 2709 0 Lo OX EXISTING GRADE Q W Q -- - o ---- - W +Nw T ROAD H J -- - 2'p090 2.00% C14 -0 �a --- - - --- STA: 6+57.70 Q Z 270 Wm __ _ 7.17 2706 - - - - - STA:� 6+61.70 0 -- ---- ---- ELEV: 2707.17 , ` F NAL GRADE AT � V 1 " C-900 R AD 270 STORM DRAIN 2703 RED I N G PROFILE 3-25-2025 H R: 1 "= 0' c03-o2 ER: 1 "= SHEET J 27 270 +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 00 Q p U KEYNOTES = A 000 O MATCH EXIST. CURB, GUTTER, & SIDEWALK Q c' c FIELD VERIFY PRIOR TO CONSTRUCTION N m 2O SAWCUT EXIST. ASPHALT AS REQUIRED (MIN. 2') FOR 1% Co C _ _� TO 4% CROSS SLOPE (PER. ACHD SD-806, _ wF co SD-301, & SD-303) L 3O CONSTRUCT VALLEY GUTTER PER ACHD SD-708. Z ® CONST. 5 ' MEANDERING SIDEWALK PER ACHD SD-709. VERIFY CONSTRUCTION & LOCATION W/ LANDSCAPE PLAN. •� a NOTE: ADA STANDARDS REQUIRE THAT CROSS SLOPES SHALL NOT EXCEED 2% ON ANY PEDESTRIAN RAMP OR = c\l SIDEWALK. ACHD WILL NOT ALLOW ANY TOLERANCE FROM W Z THIS REQUIREMENT. LONGITUDINAL SLOPE ON PATHWAYS 1 SHALL NOT EXCEED 5.00%. W Ww NOTE: ALL PEDESTRIAN RAMPS MUST HAVE DETECTABLE w Z w WARNING PER ACHD SD-712. �� („' w m O CB #2A - INV ELEV: 2703.73 W/ 1' SUMP PER ACHD SD-604A, W a 00 TYPE IV. CONST. 23 LF 12" C-900 @ 0.43% TO CB #213 J co (QP100=0.00 CfS, QP25=0.00 CfS) ui J © CB #213 - INV IN & OUT ELEV: 2703.63 W/ 1' SUMP PER 7 w ACHD SD-604A, TYPE IV. CONST. 8 LF 12" SDR-35 0 1.25% w INDEX MAP TO SG TRAP #2. BEDDING 4 I � (QP100=0.00 CfS, QP25=0.00 CfS) _ SEE SHEET 4.1 8 3+14.96 LP/CB 40 67 3+50.75 13.50R I 0 70 SEEPAGE BED #2 (PER ACHD BMP 20) & SG TRAP #2. ss�oNAL FNc 6 00 4+32.00 433.00R 2706.73 TRC SEE DETAIL SHEET 4.4 �� c,ENSF /�F 31.00R 2707.49 TOA1 lc� 2+88.86 12 8 CONSTRUCT MONITORING WELL PER ACHD SD-627. QUO 04/02/2025 2707.56 TRC 3+50.25 13.50R O 0 i 39 i 4+13.75 4+18.56 17.00R 00 2706.84 TRC I 20218 4 31 OOR 2707.64 TOA 2707.26 TRC 2�7�139 TRC 2+46.16 - 2707.62 TRC 3+46.75 > 0 13.50R 2+03.59 F �O 13.50R O O F Q� 4 13.50R 4+14.25 2706.89 TRC) 2707.03 TRC 2707.20 TRC I 13.50R 17.38R O 2+49.87 �i 2+00.00 Z8 2707.54 TRC 13.50R o 2707.78 TRC a 14.00R 5+58.65 � � 2707.01 TRC � �, L- -- -2707.22 TRC ----- IQ* CHECKED BY: 2707 95 TRC � ly 69 / h' P' P' P Pi °p DAVID A. BAILEY P.E. 00 �' DRAWN BY: 1 3 I I I �/ � - ° ° JBD - o ------ 11 w w w 07.18 _ ---�f 73 s. - _ CON LN. PRI VA _ - N � S _ + 37 2707 0 S 2707 5 S • o CENTERVILLE - - N SUBDIVISION NO. 2 O 2 -------- 4+40.06 4+03.67 3+77.51 3+51.34a 5+58.56 -13.50L -13.50L -13.50L -13.50E -13.50E 5+02.61 2707.95 TRC -13.50E 2707.35 TRC 2707.17 TRC 2707.04 TRC 2706.91 TRC 3+14.96 LP CB N 2707.67 TRC -13.50L o z 2+20 2706.73 TRC .08 M - --_--- F 5+28.77 4+76.44 -14.00L n -13.50L -13.50E 2+50.53 2707.13 TRC I v -2707.80 TRC 2707.53 TRC 2+86.97 -13.94E I I 2+00.00 0 -13.48L 2706.99 TRC 2+46.18 -14.00L 2706.84 TRC -13.98E 24 2707.22 TRC 2707.01 TRC W 35 34 33 32 31 30 29 28 I O O O O 2+78.08 O O O-13.64E 26 25 La p O Q: z 2706.88 TRC I 2+49.89 I - - BL O^K 6 2707.00 TRC 16 W (' I 30 0 15 30 60 M I J SCALE IN FEET - z 1"=30' LL � 0 w 0 z � z � 0 - 0 0� - i w z Q > m QD w J � 271 2715 0 z W O J F 271 ^U � c O� 2712 ,J SON ON �jNO �NZ 4O +r w > V ,. 4 O EXISTING GRADE �p, Z +N_ H J Z r •� •• AT ROAD +N O N 0 1 r� p 2709c cn w I. �� // w c _ - a 3 N W 2709 0.5 Z 0.50% -0.44% 270f� 2706 0 W FINAL GRADE AT ROAD r 1 12" C- 00 1 V 2703- STORM DRAIN 2703 DATE: 3-25-2025 PROJECT: RINCON PROFILE C2023-002 HOR: 1 "=30' SHEET VER: 1 "=3' 27�+t- 0 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 t� Ll 4s2A Q O U 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 � W ~ w Z w ENEM PEDESTRIAN RAMP FOR ROLLED CURB RAOMPS FOR CORNERS W/ MIN 15' RADIUS AND UTILIZING ■TES � Z � M NOT TO SCALE ROLLED CURB. W < o 8 RAMPS ARE CONTAINED WITHIN THE CURB RADIUS. J U - c RAMP DIMENSIONS u.i J CURB TYPE = STANDARD 3" ROLLED CURB PER r' o � Q ISPWC SD-702 V w ♦ TYPE "H4" ♦ THROAT DEPTH = 4' FROM FACE OF CURB THROAT WIDTH = 4' MIN TYPE "H 1" WING= 3' TRAVERSABLE r4d'W 4' WING= 1.5' NON TRAVERSABLERAMPS REQUIRE A MINIMUM 4'x4' LANDING IN SIDEWALK S @ 1.5% +/- 0.5% (2% MAX SLOPE) ENS 400 RAMPS SHALL NOT EXCEED 12:1 (8.3%) SLOPE Q 04/02/2025 -P TRAVERSABLE WINGS SHALL NOT EXCEED 10:1 (10%) 0Q0 QQ NON TRAVERSABLE AREA- PATTERNED CONCRETE\ U LAWN\GRAVEL\ ETC. cPj © 4'x4' FLAT STREET SIDE LANDING REQUIRED (AS SHOWN) vO 9 F OF CONCRETE FILLET MUST HAVE A THICKNESS OF 8" AS SHOWN ON SD-708 �'�y LANDSCAPED QQ CURB IS NOT REQUIRED TO BE FULL HEIGHT AREA DETECTABLE WARNING PER ISPWC SD-712 ® CHECKED BY: ♦ MID-BLOCK AT DETACHED SIDEWALK LEGEND DAVID A. BAILEILY P.E. R DAWN B TYPE "H7" ♦ 1.5%f0.5% (2% MAX SLOPE) 4' ♦ 7.3%f 1.0% (8.3% MAX SLOPE) ►� ♦ 9%f1.0% (10% MAX SLOPE) JBID D 41 �D 4 O NOTE CONST. THROAT WIDTH AS 4' H MINIMUM OR AS SPECIFIED. z 0 NOTE : R=25 PER SITE GEOTECHNICAL F P/L P/L REPORT BY SITE CONSULTING, LLC 33'-0" DATED MARCH 19, 2019. 6 27'-0 5'-611 NOTE : PER ADA REQUIREMENTS A 1' MINIMUM FLAT LANDING IS REQUIRED 0 -0'-6 ADJACENT TO ALL SIDEWALKS AND w a 13'-6" 13'-6" 5'-0" PEDESTRIAN PATHWAYS. N o La 11'-6" 11'-6" SLOPE SIDEWALK 1.75% 1 z 0.25% PER ISPWC SD 709 V) --- SLOPE 2.00% SLOPE 2.00% J 4" - 3/4" MINUS CRUSHED GRAVEL 5" THICK CONCRETE • SIDEWALK (TYP.) WHERE SHOWN IN PLAN VIEW O 2 1/2" ASPHALT 4" - 3/4" MINUS CRUSHED w PAVEMENT GRAVEL (COMPACTION REQUIRED) EXTEND GRAVEL AND PIT Z RUN 6" PAST CURB. (TYP.) W ST ANDARD ROLLED 27' PRIVATE CURB & GUTTER (TYP.) AS PER Q ACHD SD 702 Z STREET SECTION 10" - 6" MINUS PIT RUN NOT TO SCALE 0 0 ( � VI I If6"�I v — d co Q W WIDTH PER PLAN 1/2" R. g" 1" FULL BOND WITH REZI— ° m TOOLED JOINT 1" BATTER N ACCORDANCE LD 1000 PDXY NTH IN 1" R. CONCRETE W MANUFACTURERS v ^ w z PAVEMENT sPECI- FlcnnoNs. a ° � ASPHALT MAT J 1.75% f.25% SLOPE N III III . . �8„� � x x 'll��l II xxx xx ' x x v x .°x ;o .x°■x• x _x x x �x xx. NATURAL �"` " '�`x • *xx xx x • x x x■ x x'x x x%v ASPHALT PAVEMENT A. GRADE AND ALIGNMENT TO BE ESTABLISHED EARTH GRAVEL ASE L Q °�� x ',�g�° x xx xx x SLOPE PER PLAN BY THE ENGINEER AND THE PUBLIC AGENCY G x x m �� HAVING JURISDICTION. W 2" OF 3 4" MINUS x xxx x 6" EXTRUDED CURB DETAIL B. CONTINUOUS PLACEMENT PREFERRED, SCORE -NTS- J ` CRUSHED GRAVEL ' �"x : x INTERVALS MINIMUM EIGHT FEET. /P C. MATERIALS AND CONSTRUCTION IN NOTE: 0 J COMPLIANCE WITH ISPWC SPECIFICATIONS. THIS DETAIL IS SHOWN AS ALTERNATE TO NOTE: CROSS SLOPE SHALL NOT EXCEED VERTICAL CURB DETAIL THIS SHEET. THICKENED EDGE SIDEWALK DETAIL 2.00% AT ANY SIDEWALK, HANDICAP D. BACKFILLS AS PER ISPWC SECTION 706. CONTRACTOR SHALL OBTAIN APPROVAL FROM > 0 PARKING OR OTHER ACCESSIBLE ROUTE - ENGINEER IN WRITING FOR ALL PROPOSED —N TS— THERE IS NO TOLERANCE ALLOWED ABOVE E. SECURE RIGHT OF WAY PERMIT BEFORE LOCATIONS. 2.00% CONSTRUCTION IN PUBLIC RIGHT OF WAY. of 0 6" VERTICAL CURB NO W W GUTTER - SD-701 A W e NOT TO SCALE Z L W r U � V) DATE: 3-25-2025 PROJECT: C2023-002 SHEET ■ Q O U PROVIDE GRADE RINGS 5" THICK CONCRETEco Oct AS NEEDED 12" MAX SIDEWALK (TYP.) MONITORING WELL v o STRUCTURE TO 4" - 3/4" MINUS CRUSHED HAVE HS 25 TRAFFIC ■_ RATED TOP. GRAVEL (COMPACTION REQUIRED) PER ACHD SD-627 Z 18" DIA. CORRUGATED HDPE EXTEND GRAVEL AND PIT RUN 6" NOT TO SCALE 18" DIA. BACKFILLL WITH NATIVE TOPSOIL WOVEN GEOTEXTILE FABRIC TYPE II PAST CURB. TYP. CORRUGATED SC PVC PIPE PERFORATED PER " Z ELEV. "B" TOP SCHEDULE BELOW. COMPACT IN 6 LIFTS TO 95% MATERIAL PER ISPWC SECTION 2050.2.3.A & ( ) CLEANOUT LIDS HDPE OR PVC PIPE PROCTER DENSITY. ACHD SECTION 8200.23. HANES OF STRUCTURE STANDARD ROLLED TO BE FLUSH NO PERFORATIONS GEOCOMPONENTS 'TERRATEX HPG-16' OR WITH SIDEWALK CURB & GUTTER (TYP.) AS PER ■� a 7APPROVED EQUIVALENT OBSERVATION WELL FINISH GRADE � OR LANDSCAPE ELEV "A" TOP OF PLANS 1 2 CURB OBSERVATION WELL SEE DETAIL THIS ` TREES & SHRUBS ANGULAR 3/4" SEE DETAIL THIS SHEET SHEET NOTE: ENTIRE ROAD SECTION TO C° W Z BE CLEAR OF SEEPAGE BED - SEE III III °° °` - - '- U) ARE NOT PERMITTED TO 2" ROCK -I I i_� � � ON TOP OF SEEPAGE ELEVATION TABLE BELOW. _� W � CAP PIPE IF - W w BED SEE ROAD SECTION SHEET 4.3. - 3 Z w -1II 3 PLAN CONCRETE COLLAR '� c3 z Z w co W a 00 00 - M z 5-FT MAX - TOP � � � WOVEN GEOTEXTILE FABRIC � J cn - oY \/�\/�\/�\/�\/� ELEVATION FACE OF CURB LINE TYPE II MATERIAL PER ISPWC v - � w o o - " " 5'M N. �q r SECTION 2050.2.3.A & ACHD 18"�� TOP OF 0 0 0 0 0 0 0 ��o 0 0 0 0 0 0 0 �� " SECTION 8200.23. HANES w 5 V w SEE �� F O Rq 18 DIA. CORRUGATED HDPE GEOCOMPONENTS 'TERRATEX a CO ?\11� BAFFLE WATERTIGHT LAN 5'MIN. o 0 0 0 "o" o o o 0 0 0 0 0 0 0 � � � � � � � PER SCHEDULE BELOW.OR PVC PIPE TED HPG-16' OR APPROVED Q^ 8 E INVERT N �� EQUIVALENT � CONNECTION 18" PIPE j �j �j �j �j �j I ANGULAR 3/4" o cn $ �� w 0 " R K > Of 3 rPUO A LDAM oo� n2// \� \� \ \� \ �\ DRAINAGE GEOTEXTILE TYPE 1. SECTION CONCRETE COLLAR - m � 1J (ISPWC SECTION 2050 & ACHD\ QTION 8200.23). OVERLAP MINIMUM2Z LEGEND:w OF 12 TOP & SIDES ONLY. HANES "I j�j�j�j�j j, a_ wJGEO COMPONENTS 'TERRATEX N04.5' N 1. WELL COVER, 8 DIAM. WATERTIGHT GALVANIZED STEEL w o COVER AND CANISTER. 9 Q, ANGULAR 3/4" ANGULAR�3/4"� �� - " OR APPROVED EQUIVALENT. m3 O F OF " 5 cn " 2. 2 OR 3 BOLT LID WITH his HEAD AND SAE THREADS P TO 2 ROCK o TO 2 ROCK �j��j��j��j��j ANGULAR 3/4 �54S° 3 w GASKETED. �qH vNG o�o<< aoboao�c_ do ti �/� TO 2 ROCK 0 m B. D u_ I �� a�o O R -1 3. CONCRETE (COLLAR), CLASS 3000 (ISPWC SECTION 703). w o m:. 4 4. %" DIAMETER HOLES OR SLOTS CUT INTO PIPE AT 3" a N o o ON CENTER. CHECKED BY: c"c" I T ° ° 9 5. TRACER WIRE SHALL BE PLACED ON OUTSIDE OF PVC DAVID A. BAILEY P.E. o o PIPE, MINIMUM 18 GAUGE, INSULATED, DRAWN BY: 4" -3/4" CHIPS ASTM C33 FILTER SAND ASTM C33 FILTER SAND BOTTOM Z ° ° SINGLE-CONDUCTOR COPPER WIRE, INSULATION COLOR JBD ° ° SHALL BE GREEN WITH THREE 6 DIAMETER COILS. ELEVATION PIPE BEDDING , 00 ASTM C33 FILTER SAND a a ° ° 6. PIPE SHALL BE PERFORATED PVC, ASTM D-3035, SDR u' ' ° ° - 35. WELLS BACKFILLED IN A PIT REQUIRE 6" PIPE. ° ° DRILLED WELLS MAY USE 4" PIPE. DRAINAGE GEOTEXTILE TYPE 1. MAX HSGW o o 7. NONWOVEN FILTER FABRIC AROUND OPENINGS AND ELEVATION 1 o o "- BOTTOM, FABRIC OVER CHIPS/DRAIN ROCK. (ISPWC SECTION 2050 & ACHD SECTION A-A o ° ° 0 8. POLYPROPYLENE FIVER REINFORCEMENT AT 1 X2 LBS/CY. SECTION 8200.23). OVERLAP MINIMUM OF 12" TOP & SIDES ONLY. HANES "A" LENGTH - SEE TABLE "B" WIDTH SEE TABLE o 0 0 0 9. BACKFILL MATERIAL TO MATCH STORAGE MEDIA FOR GEO COMPONENTS 'TERRATEX N04.5' OBSERVATION WELLS LOCATED WITHIN A BMP FACILITY. OR APPROVED EQUIVALENT. GENERAL NOTES CROSS SECTION USE PIPE BEDDING CHIPS FOR OBSERVATION WELLS 1. CONTACT DESIGN ENGINEER IF GROUNDWATER IS ENCOUNTERED FOR SEEPAGE BED RESIZING. 7 _8• LOCATED OUTSIDE BMP FACILITIES. 2. ALL VAULTS, MANHOLES & SAND AND GREASE TRAPS MUST BE HS25 OR GREATER LOAD RATED. 180° 3. NOT USED. 5 EA. 3/8" DIA. NOTES: 4. ALL GEOTEXTILE SEAMS SHALL OVERLAP 1 FOOT MIINIMUM, UNLESS OTHERWISE DIRECTED PER MANUFACTURER. PERFORATIONS IN EACH WELL SECTION A. GROUNDWATER OBSERVATION WELLS ARE FOR z LD 5. 18" OF ASTM C33 FILTER SAND IS MINIMUM EXCAVATION. VALLEY OF MEASUREMENT OF GROUNDWATER LEVELS WITHIN 6. NOT USED. NOTE: ACHD WILL PROVIDE ELECTRONIC MARKERS TO CORRUGATED PIPE. OR NEAR STORM DRAINAGE FACILITIES. 7. ALL SERVICES CONFLICTING W/ SEEPAGE BED MUST BE CONSTRUCTED PER DETAIL 07 OF ACHD SECTION 8200. MARK CORNERS OF SEEPAGE TRENCHES. CONCTRACTOR B. THIS DETAIL IS FOR WELLS INSTALLED BY TO COORDINATE W/ ACHD INSPECTION STAFF FOR 18" PIPE PERFORATIONS DRILLING OR BY EXCAVATED PITS. w PLACEMENT OF THE MARKERS DURING CONSTRUCTION AND C. LOCATION OF GROUNDWATER WELLS SHALL BE NOTE: PRIOR TO BACKFILL OF THE SEEPAGE TRENCHES. THE APPROVED BY ACHD 1. NO GROUNDWATER WAS ENCOUNTERED IN TEST EXCAVATIONS ON THIS SITE, GROUNDWATER CAN BE EXPECTED GREATER THAN 16' BELOW EXISTING GROUND SURFACE. IF GROUNDWATER IS ENCOUNTERED DURING CONSTRUCTION, THE LOCATORS ARE TO BE SUPPLIED BY ACHD AND ARE $20 D. OBSERVATION WELLS NOT ALLOWED IN CURB OR ui CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY FOR REDESIGN OF SEEPAGE TRENCHES TO PROVIDE 3' MINIMUM CLEARANCE BETWEEN GROUNDWATER AND THE BOTTOM OF THE TRENCH. UNTIMELY NOTIFICATION OF THE ENGINEER MAY EACH; TO BE PAID PRIOR TO APPROVAL OF THE FINAL VALLEY GUTTER SECTION. Li o RESULT IN ADDITIONAL COSTS TO THE CONTRACTOR. REFER TO GEOTECHNICAL REPORT PREPARED BY SITE CONSULTING, LLC DATED MARCH 19, 2019. PLAT. Li C3 2. ALL MONITOR WELLS SHALL HAVE A CONCRETE APRON POURED AROUND THE CAP. MONITOR WELL LOCATIONS lz 3. CONTRACTOR TO HAVE PERCOLATION TEST PERFORMED BY SOILS ENGINEER AFTER SEEPAGE TRENCH IS FULLY EXCAVATED. IF THE PERCOLATION IS LESS THAN SPECIFIED BY THE SOILS REPORT (PREPARED BY SITE CONSULTING, LLC DATED TWO (2) WELLS PER SEEPAGE TRENCH. I MARCH 19, 2019) AND ENGINEER (1"/HOUR), CONTRACTOR MAY NEED TO BLAST OR BORE TO CREATE CONDUIT FOR DRAINAGE TO OCCUR OR REDESIGN THE SYSTEM TO ACHIEVE THE REQUIRED INFILTRATION. NOTIFY ACHD INSPECTION STAFF FOR ONE (1) WELL 5' FROM END OF TRENCH V /I VERIFICATION OF PERCOLATION RATE WHEN TRENCH IS FULLY EXCAVATED. ONE (1) WELL 50'+ FROM TRENCH, TYPICALLY ACROSS STREET IN SIDEWALK NOTE: SEE PLAN VIEW, SHEET 4.1-4.2 FOR WELL LOCATIONS SEE SHEET 4.1-4.4 FOR LOWEST TBC AT SEEPAGE BED ELEVATIONS [WHERE APPLICABLE] z Q • TABLE OF DIMENSIONS "E"LENGTH WIDTH DEPTH 18" PIPE "TOP ELEV" "BOTTOM ELEV" V100 (cu ft) SITE GEOTECHNICAL REPORT NOTES 0 DESCRIPTION INVERT SEEPAGE BED SEEPAGE BED THAT SEVEN (7) WELL LOGS IN 7 VICINITY INDICATE PRESENCE OF ' t L SEEPAGE TRENCH #1 59' 15' 10' 2700.72 2702.72 2792.72 3,386 GROUNDWATER 30-60 FEET BELOW w GRADE. CONTACT DESIGN ENGINEER Q SEEPAGE TRENCH #2 41' 15' 10' 2702.68 2704.68 2794.68 2,427 IMMEDIATELY IF GROUNDWATER IS ENCOUNTERED IN EXCAVATIONS. Z 0 0 W ( � VI CLEANOUT LIDS TO BE FLUSH v WITH SIDEWALK OR LANDSCAPE. SEE SHEETS 3.3 & 3.4 FOR > W RIM ELEVATIONS PROVIDE GRADE RINGS Z Q AS NEEDED 12" MAX m W STRUCTURE TO -TOP Q w HAVE HS 25 TRAFFIC RATED TOP. OF STRUCTURE TOP OF BY PRECAST SUPPLIER BAFFLE V , ELEV 'D' 20" J( BOTTOM �M! \&F� F, OF BAFFLE �. J TYPICAL ORIENTATION VARIES. SAND/GREASE TRAP SEE PLAN VIEW, L (PER ACHD BMP 01), SHEET 4.1-4.4. r -NTS- W W � TABLE OF SAND AND GREASE W F-- TRAP DIMENSIONS L.L INV. IN. TOP OF INV. OUT VAULT I , I DESCRIPTION ELEV 'C' BAFFLE ELEV 'D' ELEV 'E' SIZE L W S&G TRAP #1 2701.57 2701.47 2700.72 1000 GAL Ir n U S&G TRAP #2 2703.53 2703.43 2702.68 1000 GAL V / DATE: 3-25-2025 PROJECT: C2023-002 -SHEET 4o4_10 Q p U WATER METER LEGEND KEYNOTES = � 9 (PER CITY OF MERIDIAN STANDARD DRAWINGS W1,W2,W3 MENEM Q & W6) O 11-1/4' BEND (MJ) N c LOCATION PER MERIDIAN SD-W9 IF METER SHARES LOT LINE WITH FIRE HYDRANT. UJ J N LG) co 3/4" DOUBLE METER SERVICE PER MERIDIAN W1. 02 2 8"x8" TEE (MJxFLG) Z 2- 8" VALVES (MJxFLG) L [3/4" METER SETTER, 3/4" METER, 1" PE LINE] 1- 8" ADAPTER (MJxFLG) Z 3/4" SINGLE METER SERVICE PER MERIDIAN W1. _ ---, r I I CONSTRUCT 123 LF I O3 CONSTRUCT 13 LF 6" WATER MAIN = g d [3/4" METER SETTER, 3/4" METER, 1" PE LINE] d d d _-- I I ° I i I 8"x8"x6"X TEE (MJxMJxFLG) ■� a 8 WATER MAIN SERVICE MARKERS TO BE PROVIDED PER MERIDIAN SD _---- I I I 6" VALVE (MJxFLG) SW-3. _ r-------- -------- ------- ------- --� r- I I SEWER LINE B CONSTRUCT 134 LF I I CONSTRUCT 139 LF 1 i r7 O �1� O a I FIRE HYDRANT [MERIDIAN W8/W9] _ C� W II I � lf') II � co I L SEE SHEET 5.2 Z � NOS: I I 8 WATER MAIN I I 8 WATER MAIN I I O O I I ® REMOVE EXISTING BLOCK-OUT AND W � Z) ❑ ❑ I I I I CONSTRUCT 7 LF I U) THE CITY OF MERIDIAN REQUIRES THAT ALL WATER METERS Lf� I 1 I I — I CONNECT TO EXISTING SEWER W AND WATERWORKS BRASS BE ANSI/NSF 61 CERTIFIED. I �_ I OQ O O I I 8 WATER MAIN — — a MANHOLE. CONTRACTOR TO FIELD W w I I I I I 3 I I w I I p p I I I i o o O I p VERIFY INVERT ELEVATION. Z MENEM NOTE: j I p i i I i 00 I o 00 - --� O � ALL WATER MAIN IS TO BE BLUE ANSI/AWWA C-900 DR18, I O O O O I I o ap o I I L 00 0 0i J of - - I I O REMOVE EXISTING BLOW-OFF Z w co I I o J� J06 O _j00 O� O� 0�. H M I _ rn rn N co rn o o I ASSEMBLY AND CONNECT TO W ¢ PER CITY OF MERIDIAN ISPWC SUPPLEMENTAL. I 1 0 0i 0 co 0 0 co � ')N r- '`�N ro cO I I o I "o N 0) ' )N N "I N +: +: N _ _ EXISTING 8" WATER MAIN. J co - 1 I I `n ,°n° "� I +: I I w w m e w I CONTRACTOR TO FIELD-VERIFY ui w ALL WATER SERVICE PIPE IS TO BE ULTRA HIGH MOLECULAR I r I w w w I I J WEIGHT POLYETHYLENE PIPE SIDR 7, CLASS 200 PER CITY I i N N I o _j(o rn rn 1 I i I I LOCATION & ELEVATION OF EXISTING ¢ OF MERIDIAN ISPWC SUPPLEMENTAL. 1 rn ,n I I �i N i° r7 co co I I I I O WATER MAIN. V w O Jco O Jo O Jco O Jco Imo '`)— O N 11) '`)N I I 3 L- I I a I ON ON ON ON I I +z W +z +: _ I 1 r O M I I �,) �+I 't qtW W I _ J 1 -J 3 --� INDEX MAP © INSTALL 2" BLOWOFF ASSEMBLY PER THE CITY OF MERIDIAN REQUIRES 5-FT OF COVER ON I co '`�- 00 "o_ ' ''� I - -_r I I I » > MERIDIAN W12 I +. w +. w +. w +. w I I I I MID-SECTION WATER MAINS; COVER IN ALL OTHER AREAS I N�+I N�+I ,��+I r��+I I I I I _ _-- -- j 1 I I I 2 I 1 =200 CENTERVILLE SHALL BE 4-FT. I I 1 �---t 1 _ 1 1 - - - I �--------- S�pNAL FN SUBDIVISION N0. 1 d , --- ► 1 `� w w w w w w --------- S G/1 NOTE: W 1 SSMH A3 p�� GENSF 'LF ALL SEWER MANHOLES ARE TO BE 48" INNER DIAMETER, L 1 _ w1c 1 0. _ —� - I o I --------------------- Q 04/02/2025 � CONSTRUCTED PER ISPWC SD-501. I 5 1 1 w D1w1 , 1vG_ of s —+EsT— �—s 0 s I O21 Q THE SLOPE AND LENGTH OF SEWER MAIN IS CALCULATED - I I co I _I 2 0 6+81.42 V 1 C �s 6 FROM INSIDE FACE OF MANHOLE TO INSIDE FACE OF wTIA, w w w w �w 1 - P 1 L I I I I m - --� 4" 22'L N v MANHOLE. _ I _ o �— - s 1 1 I I I I El 2700.04 O O F OF \� � N - � � s I 0 1 --- _ALL SEWER SERVICES ARE TO BE 4" DIA, PER ISPWC ss 5 L T- I 0 -s 1 i-- I 17 001H B. Dv SD-511A, CONSTRUCTED AT 2.00% MINIMUM SLOPE. 1 - i SSMH A2 *SEWER SERVICE MUST BE CONSTRUCTED W/ CLASS 200 j 4 _ ��--, i i i a, i 7+09.42 CHECKED BY: N -- SSMH AO (EX) r----I ----�- - --- ----+---- - I I i i Lo 00 `n - --� 4" 22 L O DAVID A. BAILEY P.E. (SDR-21) PIPE. SEE WATER NOTE 3. - 0) � rn w rn I I I El 2700.22 I I I i N o Lo _N �� N oN i I DRAWN BY: SSMH Al (EX) 1 �, +: ro N O N I BENCH MARKS � TBM o X08W , I 1 1 ' O N Lo °° � �w += +: +' ° � I 8" PVC ®0.65%O I I I I F �� ►�� 00 co0) I I L �- o �w co �w 3 c I 0 I I ro ro I I�co O �� o I I I SEE COVER SHEET 1.1 FOR BENCHMARK INFORMATION I - I o o o 0' 1 co _N 0) N N I I I 1 - 7+37.42 O O �j r- INN o N N I� 1 I +z +z +z » I I " O � p I�N O c o rn W r ��0, I I � �w � �w � �w 8 PVC ®2.67% --� 4 22'L I.r� I I rn += w +: w +: w I I 00 i�N I: coo N N p p 00 I I I El 2700.40 I N qt+I r) qt+l r) t-H I I — 0 N ; 0 0 +: W +z +z I I I I O O I I I 1-{ V) L�l It w I I I I - O O OIV 1 1 0 0o 8" PVC 00.43% N I Oo c�o Op �i �i O �I I1I O❑ ° O O❑ II II ; 17 III 7�28 PV CONSTRUCT 100 LF 0 0 8 WATER MAIN El 2700.58 Lr) L7 I 6 I I Z 0 0 I I I I I I ------- -------J L----- - O pSSMH A4 Pi d ° On On I i 1 W 30 0 15 30 60 o � SCALE IN FEET v' 1"=30' z W 2715c 2715 j SSMH A4 LL STA:2+ 0.00= STA:765.42RIM:2 07.77 O O ? SSMH 3 INV IN:2699.07 4"S W 2712� >; 00 RIMSTA-27 3.06 2712 � Z RIM:27 7.30 W1 OUT:2699.40 cnr, cq qt INV IN: 698.83 8"W 00- `n ' a' INV IN: 698.83 8"E 00 .1-1 Lq 00 • < N o INV OU :2698.73 8'N Z 270 N � M � � + � II \ — LL Wo - r a0�004C14 " N � � > / I \\ / 2709 0 o � QN 2 N N z EXISTING GR DE N Z 270r, 706 Q j > 12" C-900 FINAL GRADE-7Q � I 270 STO M DRAIN 2703 m 8" WATER MAIN W ------------ W 2700— 2700 Q I 88 LF 8" C ®0.65% I (92 L C-C) W II J 6�% 2697 I I " v� ®2• 'J 41 F F C,C) 2697 0 ` � �14a5 z \ II Q I I 0 II 269 I 2694 W Ld Z F W LLL 2691 -- 2691 II W U II ---- --------- ---------- - I L_ ---------- ---------- 194 LF 8" VC_00.43% DATE: ---------- --------- - 268 ----- (198 L C— LJ - _ 2688 3-25-2025 SEWER LINE A PRO ILE PROJECT: C2023-002 HOR: 1 "=30' SHEET �� VER: 1 "=3' 2 268T+80 2+110 2+40 2+70 3+00 3+30 3+60 3+90 4+20 4+50 4+80 5+10 5+40 5+70 6+00 6+30 6+60 6+90 7+20 7+50 7+80685 1 Q O U WATER METER LEGEND KEYNOTES = Q '6 E (PER CITY OF MERIDIAN STANDARD DRAWINGS W1,W2,W3 a � a) & W6) 10 11-1/4' BEND (MJ) .. o LOCATION PER MERIDIAN SD-W9 IF METER SHARES LOT — J LINE WITH FIRE HYDRANT. 0 �_ 3/4" DOUBLE METER SERVICE PER MERIDIAN W1. 2 CONSTRUCT 13 LF 6' WATER MAIN Z Z 8"x8"x6"X TEE (MJxMJxFLG) L � [3/4" METER SETTER, 3/4" METER, 1" PE LINE] 6" VALVE (MJxFLG) Z 3/4" SINGLE METER SERVICE PER MERIDIAN W1. FIRE HYDRANT [MERIDIAN W8/W9] 5 [3/4" METER SETTER, 3/4" METER, 1" PE LINE] 30 REMOVE EXISTING BLOW-OFF MENEMa SERVICE MARKERS TO BE PROVIDED PER MERIDIAN SD ASSEMBLY AND CONNECT TO SW-3. EXISTING 8" WATER MAIN. _ N NOS: CONTRACTOR TO FIELD-VERIFY Z THE CITY OF MERIDIAN REQUIRES THAT ALL WATER METERS LOCATION & ELEVATION OF EXISTING LLO U) AND WATERWORKS BRASS BE ANSI/NSF 61 CERTIFIED. WATER MAIN. W w Z w im NOTE: EL ~ `° ALL WATER MAIN IS TO BE BLUE ANSI/AWWA C-900 DR18, I Z co PER CITY OF MERIDIAN ISPWC SUPPLEMENTAL. I CONSTRUCT 106 LF I W � o I 8" WATER MAIN I w w ALL WATER SERVICE PIPE IS TO BE ULTRA HIGH MOLECULAR 67 I I WEIGHT POLYETHYLENE PIPE SIDR 7, CLASS 200 PER CITY OF MERIDIAN ISPWC SUPPLEMENTAL. 0 0 a CONSTRUCT 41 LF \ V W 0 0 8" WATER MAIN I INDEX MAP THE CITY OF MERIDIAN REQUIRES 5-FT OF COVER ON SEWER LINE Ao0 0 , MID-SECTION WATER MAINS; COVER IN ALL OTHER AREAS SEE SHEET 5.1 =C68 /111111 o o I 1 =ZOOSHALL BE 4-FT. a C 0 0 CONSTRUCT 88 LF S\pNAINOTE: o 0 0 8" WATER MAIN I p�`�'S �G E N SF 0 ALL SEWER MANHOLES ARE TO BE 48" INNER DIAMETER, _-_-----_ - _ j 0 0 I 1 3 Q- 04/02/2025 CONSTRUCTED PER ISPWC SD-501. I " 0 0 -- - 20218 THE SLOPE AND LENGTH OF SEWER MAIN IS CALCULATED i X SSMH B1 u'A FROM INSIDE FACE OF MANHOLE TO INSIDE FACE OF / O FOF � P MANHOLE. ---------------� / m 2 0 0 1 ` tiq NG ALL SEWER SERVICES ARE TO BE 4" DIA, PER ISPWC p _ _ _ - a-- y B w SD-511A, CONSTRUCTED AT 2.00% MINIMUM SLOPE. Q Ln - - LLJ1 3 *SEWER SERVICE MUST BE CONSTRUCTED W/ CLASS 200 Z W w o w w �„_` w w w w w w w I CHECKED BY: W. RINCON N_APRIVATE� _ 37 - DAVID A. BAILEY P.E. (SDR-21) PIPE. SEE WATER NOTE 3. Li-i1- - - - - - � _Cf) — o °� O O `„ w DRAWN BY: 3: $TS sus —$ s_ —g ��T$ CENTERVILLE JBD BENCH MARKS O TBM w w ' "- I M SUBDIVISION NO. 2 cn cn SEE COVER SHEET 1.1 FOR BENCHMARK INFORMATIONl-- I I I ii --- ----1 --- --- --- , ----- ----- �---- --- 1 ---- ----�---- --i-____ �� - Iq 00 Clf IIII II II III II O I --- SSMH A3�O �0I 0 28� IIIIII I I II 10 N rn N� rCl N NN o0 NN IIII I IiI to ON N Itw N �Ld Ld It LdI Lr) N207 0�2 4NNI + O) 1)-N �w : 24 - 't LLI +- LD jI II OWN w 8 PVC 00.65% I �I �OCK ---6--- -----� 4 3 ZwQo W PI PI • I z PI PI I I 36 A Ld II I M I I J 27"GIRD —R 130 0 15 30 60 • LL ------ SCALE IN FEET O �,R PI PI 0 R 1„=30) 7 L 2715-- 2715 c� Z 0 z 3w00 La V / 00 00 n cn °° � 712 J 2"x4"MARKER&FINDER 271 '� II ]r) po r �' 2 co ao ao 0) O WIRE PER SD-512 O O n � o) (o M 00 I , I O re) Mr.� to coN J� + Q + ON N � - SON O m 0) O � Q UTILITY EASEMENT N = �Z � E ISTING GRADE 0] + Z H (nH � I�> 2P7N - 0 270 ? — N z z 2709 In .. . ............. ---- Li / 7 2706— 2706 Q 3.5' 12" C-900 STORM DRAIN W w J a 2703— 8 WATER MAIN 2703 " _ WATER-TIGHT r PLUG OR CAP d qOF SEWER MAIN Z > 2700-- 7. 2700 W 188 LF 8" P C 0 I (192 LF C—C) 45° BEND Ld z e 2697 2697 W 45' BEND 2.00% MIN DESIGN SLOPE (1.00% MIN) Lj r 1 INV ELEV AS " • SHOWN ON THE PLANS 2694— 2694 3-25-2025 STANDARD SEWER SERVICE CONNECTION FOR SE VER LINE B PRO ILE PROJECT: c2o23-- NEW DEVELOPMENT PROJECTS [SD-511 Al HOR: 1 "=30, 02 SHEET NOT TO SCALE VER: 1 "=3' 2691 80 2+110 2- 40 2+I70 3+00 3+130 340 3+190 4++10691 502:1 ♦+■■ M E V Q o 0 P/L E 10' EASEMENT REQUIRED ON PIPE SIDE CONNECT TO —�� LEGEND = a c II EXISTING 4 P-IRR CENTERVILLE __ __ __ -:77�-� s s°° s° s --- -- --- SUBDIVISION BOUNDARY LINE ■� V o 1" FORD, MUELLER OR 6" MIN. o VALVE s ° SUBDIVISION NO. 1 s 1 — N T 3' MIN. APPROVED EQUAL ANGLE z s° s° I OHO — — CENTERLINE _ W .� PI PI\ PI PI --PT - ■� 53 � 55 RIGHT-OF-WAY LINE L -- - _ Z 5 -MAX METER STOP W/ LOCK WING & z � Z � IRON PIPE THREAD CONNECTIONS w PI PI P' P' P' P T P P r---------------- _____� 4" THREADED LOT LINE z CAP OR PLUG FINISH O o°oa� °°°as°°° asp r-- - - ------- 4"-8" GRADE Q CONSTRUCT 26 LF°0°0° o x i ' I PI ■_ w CONST. PRESSURE IRRIGATION LINE a 4" P-IRR PIPE °0°o m i I O L -a -- -- WITH IRRIGATION RISER N 4 11.25° ELBOW GATE VALVE W/RISER W S° 0 MAINLINE DRAIN W v) r--- CARBON 18-INCH "STANDARD"-----"" ' � I W w *NOTE: REINFORCED FIBERGLASS - -------------- P8 1.2'-6" MIN., 5'-0" MAX. VALVE BOX (OR EQUAL) i i i i s G AIR RELEASE VALVE Z Ly IN WHERE THE UNPAVED LIINERIS� M APPROVED METAL OR PLASTIC i 50 i - i i 57 i CONSTRUCT 109 LF O r -- -- -- '� Z w ;D- o " " I I O I I 4 P-IRR PIPE s Ljj a 00 FREE DRAINING. Z TAG WITH NON-POTABLE I N 2.3'-6" MIN., 5'-0" MAX. WATER DO NOT DRINK IS I � I i � i I � o IN PAVED AREAS OR N REQUIREDI I , _ PRESSURE IRRIGATION NOTES ? _� J WHERE THE LINE IS CARTRIDGE DUAL CHECK VALVE - _ _ __ 1 I Q NOT FREE DRAINING. w FORD OR MUELLER OR I r i 5$ w I 49 i -- _I � , I 1 � 4 1. ALL WORK SHALL CONFORM TO THE IDAHO o APPROVED EQUAL + I i O i - 1 i STANDARDS FOR PUBLIC WORKS CONSTRUCTION Z I ' o i ' SPECIFICATIONS . 3.FINDER WIRE AND w 1 CLASS 200 IDENTIFICATION TAPE N POLYETHYLENE N I i I - __--- 2. CONTRACTOR TO NOTIFY ENGINEER OF RECORD �)NAL F RE.P.W PER THE * 4" PVC OR ABS 1 --- TO WITNESS INSTALLATION OF THRUST BLOCKS. 24 SS NC LS.P.W.C. DIVISION I ' 48 � I --� 59 I �------ __---, � � 900. PIPE VALVE BOX I i i -- - i i i - __----- � i � i � HOURS MIN NOTICE. BLOCKS AT ALL FITTINGS AND � GENS � NOTCH 4" VALVE VALVES PER ISPWC SD-403. Q 04/02/2025 " I L-- - -------- ------ - - - 4" 11 .25° ELBOW 3. CONTRACTOR TO NOTIFY ENGINEER OF RECORD 20218 BOX OVER PIPE WITH ____________� 1/2 MIN. CLEARANCE I i _ s TO WITNESS PRESSURE TESTING. N p FROM PIPE I 19 a N - I O 4. ALL IRRIGATION SERVICES TO BE INSTALLED �0 9 F OF SLOPE I i r ', I PER DETAIL(S) THIS SHEET. �,9y vNGP TO DRAIN i i -- , 1 9 i B. D O i , 5. ALL PRESSURE IRRIGATION SERVICES SHALL (� 47 i i 60 , 1 �--- BE LOCATED PER PLAN. o o O CHECKED BY: 1" BRONZE CURB STOP - PROVIDE LONG RADIUS BEND I i i '1 6 DAVID A. BAILEY•P.E. MAIN OR APPROVED EQUAL. IN POLYETHYLENE PIPE DRAWN BY: LINE WITHOUT KINKS OR DISTORTION I , i O i1 ; JCP NOTE: LOOP TRACER WIRE FROM MAIN I 0 46 L- 61 ', PRESSURE IRRIGATION PUMP STATION & PIPING TO BE TAPPING SADDLE LINE PIPE TO SERVICE BOX AND i CONSTRUCT 290 LF I I 'i - OWNED & MAINTAINED BY CENTERVILLE HOMEOWNERS' (ROMAC 101 S OR APPROVED EQUAL) BACK ALONG SERVICE LINE PIPE. ASSOCIATION. I � 4" P-IRR PIPE , ' � , 1 ` 7 '� TYPICAL LOT SERVICE 1 CITY OF MERIDIAN MUNICIPAL WATER IS BACKUP WATER PER BPBC STD.DWG.IRRIG-02 I ; 45 4 �, 62 i1 SOURCE. REDUCED PRESSURE BACKFLOW PREVENTION NOT TO SCALE I i O ii 1 ASSEMBLY SPECIFIED IN LOT 14, BLOCK 4, CONSTRUCTED i , 1 IN PHASE 1. i 1 ---- S L------- - - ----J �\ L ------� _ 70 ��CONSTRUCT 182 LF FIBERGLASS VALVE --------------------------- r------- BOX & COVER I i r - - ----� 4" P-IRR PIPE zo �,�� 9 0 1 44 T,'_r 63 i W O KEYNOTES a WATERMAN MODEL j 43 "J �' I 0� g 1 APPROVED METAL OR PLASTIC CR-100 AIR O , 64 ' 0 INSTALL TWO (2) FOUR (4) INCH SLEEVES. COORDINATE w o " RELEASE VALVE - O ' W/ DEVELOPER. � Z TAG WITH NON-POTABLE WATER _ DO NOT DRINK" IS REQUIRED. (OR EQUAL) CONNECT TO VALVE BOX WITH , i 70 1 02 INSTALL AIR VENT - SEE DETAIL, SHEET 6.2. BOLT AN WIRE TIE. ' 1-1/2- SCH. 40 10 L " 03 INSTALL DRAIN - SEE DETAIL, SHEET 6.2. M r � ° � � GALVANIZED IRON PIPE I II 42 , � � 65 � 19 I` %U d" RISER ' BLOCK 6 TRENCH BACKFILL . ` °` %° I „ ----- �� ` ` ° IRRIGATION MAIN I s ..o�. --- 4_ 90°_ELBOW --- ' ' 1 OR LATERAL - - --- J — d �- - ---------� -' _ � I • s - - - --- , _ __ 4 11.25 ELBOW _ 0 CONSTRUCT 33 LF W / „ 4" P-IRR PIPE g0° ELBOW ' Z 1-1/2" BRANCH TEE NOTE: INSTALL AIR RELEASE VALVES AT HIGH I 41 66 POINTS IN THE DISTRIBUTION PIPING AS I i i i 11 REQUIRED TO PROVIDE ADEQUATE VENTING. AIR VENT STATION DETAIL LOCATE AIR RELEASE VALVES WITHIN — i i i - PER BPBC STD.DWG.IRRIG 01 4 45° ELBOW , , I F_ Z Z COMMON LOTS OR NEAR ROAD FRONTAGE I o i __ WHENEVER POSSIBLE NOT TO SCALE CONSTRUCT 25 LF i I i i CONSTRUCT 97 LF 1 O 4" P-IRR PIPE ' 40 i i i 67 i 4" P-IRR PIPE I 0 0 2 CONSTRUCT 5 LF i I � � ' I ° ° '' I i 4" P-IRR PIPE o occ�� O i " 45° ELBOW ' i i i 3 i �° ° CONNECT TO 39 °�° EXISTING 4" P-IRR s O i i O i o o _ NOTE: INSTALL MAIN LINE DRAINS AS REQUIRED TO STANDARD MANHOLE i - -- -- a o o VALVE I PROVIDE COMPLETE DRAINAGE DURING WINTER I i o o " 1 FRAME AND COVER I s i I i i i I 4 90° ELBOW I 13 SHUT DOWN OF IRRIGATION SYSTEM. I i i w s N ° CONSTRUCT 106 LF L_ -----____-- --___--- o x 4" P-IRR PIPE 24"0 CONCRETE PIPE. LENGTH AS REQUIRED. � CONSTRUCT 175 LF - - - - - - — _ W. RINCON LN. �PRIVA_ A5L _ V I 4" P-IRR PIPE � - W w W 1-1/2"0 GALVANIZED I s s IRON NIPPLE & 99 ELBOW - - - - W MAIN I ---- LINE CENTERVILLE BALL VALVE CURB STOP _ + (MUELLER 300 OR EQUAL) i s° ---L---- ---L---- -------- ----------i i---------- -------- -------- ------ - r------- SUBDIVISION N0. 2 ------ __ 1-1/2" TAPPING s ' i i i I --- 1�/1 SADDLE 6" MIN ; ; I 30 0 15 30 60 N 1-1/2"0 GALVANIZED 0 0 0 0 I i i i i i 24 LL IRON PIPE O O O O O O O I O I SCALE IN FEET W ou 0 Q00 00 000c� 32 1"=30' O OO O OO rn 0 000 35 34 33 31 30 29 2$ I CONNECT TO v O o � 0 0 0 I O O 27 26 25 0 0 0 00o O o0 0o O O O O O o O O O 00 I I EXISTING 4 P IRR W O 00O 0 )0ouboo� OOOO I I VALVE �I 0 0OD �0 00 0 0 0 oDo - W �B]-QCK ------- ---__ nO o0 ODoO o Oo � I N �------- ------ ------- -------- --- ----------J �------ ------- --------J I U o Pi EXCAVATE TO FREE DRAINING O� O O O I � "� — - " "—"�"—L " " n p "�" � P1 SANDS & GRAVELS 2 CUBIC YARDS MINIMUM 2" WASHED MAINLINE DRAIN A 4" 90° ELBOW CONSTRUCT 355 LF A DRAIN ROCK, OR AS I s 36 REQUIRED. PER BPBC STD.DWG.IRRIG-03 I 4" P-IRR PIPE I DATE: NOT TO SCALE 3-25-2025 $s R I PROJECT: 27 GIR 2/"GIR ��R C2023-002 -SHEET IR� A 6ol Q O U LEGEND _ CO = CO � _ Oct T CO ----------- SUBDIVISION BOUNDARY LINE V o CENTERLINE = C3 LU T _ s RIGHT-OF-WAY LINE L Z -- -- -- -- -- -- 1- -- -- -- -- -- s LOT LINE Z 00 s s, CENTERVILLE s 1 s ° 53 SUBDIVISION N0. 1 55 �� LED STREET LIGHT [AS SPECIFIED] ■MMMM a o O O — — b N it I SIGN POST W/ SIGN(S) _ i Z w r------------ ---� [AS SPECIFIED] W I= x I W � O i i I O #77777C STREET LIGHT NUMBER 61J w Z_ 52 51 56 I 1 LOT NUMBER ■cc 5 w I I I S a O Z � ch I SD 61J Q 00 r ------ -----------------� I I � 0 J cn - 1 I I Lu S j w 50 i i 57 I NOTE: °' w I I I I I UNLESS OTHERWISE SPECIFIED, STREET LIGHTS ARE TO BE TYPE 2 PER MERIDIAN STANDARD DRAWINGS T1 & T2. SEE ' I SHEET 6.3 FOR DETAILS AND SPECIFICATIONS I m I I I 5 8 I I 4 �S\pN A L FNG 49 i i O i I II O I I �� GENS �2 j STREET LIGHTS ARE TO BE INSTALLED PER CURRENT CITY I OF MERIDIAN SUPPLEMENTAL SPECIFICATIONS. 04/02/202� I s 20218 1 I F0F �O s I I I L 1 �,1 a — ---------------- ;— ------- — --, CD STREET LIGHTING CHECKED BY: I I DAVID A. BAILEY P.E.i� � I li 1 11 1. All street light construction shall be done in accordance with the "DRAWN BY:1 s lO , 1 current version of the ISPWC, the Meridian Supplemental Specifications 47 I I 1 1 to the ISPWC, and the National Electric Code. JCP 2. A street lighting electrical permit shall be opened prior to starting I i i ' O work. Use the online Citizen Portal at ' 1 https://citizenportal.meridiancity.org/CitizenAccess/ to open a permit and request inspections. 3. Installation will require inspections for the concrete base reinforcing, I aj 46 61 i bedding, backfill, and for the pole and associated wiring. 4. Street light bases shall be located 10'min. from trees, 5'min. from fire ` O hydrants and 2'min. from water meters. i � 1 , 1 �, 1 5. Keep accurate notes of conduit, junction box locations. Attach a �o redlined as built drawing of this plan sheet to the street lighting L�U5 4 �1 62 1 _ - electrical permit, or submit a hard copy to the Meridian Public Works Department Prior to requesting final inspection. 1 - 6. Contact the City Transportation and Utility Coordinator (208) 898 5500 0 s #77777C for questions regarding Utility Conflicts, or to access locked meter I - - - - -- 1 "O L - ------� pedestals. s 7. All streetlight components shall be constructed within the a - ' --- - ------- 0 1 right-of-way. o --- i s — --------,� GI - 1 Uj O1 y r 63 i STREETLIGHT CONDUIT IS TO BE w o 30 0 15 3O 6O LOCATED WITHIN RIGHT-OF-WAY. z I rIZ 1 CONTRACTOR TO PROVIDE AS BUILT CONDUIT LOCATIONS O SCALE IN FEET O D S IG (ENGINEER DRAWINGS. 43 64 1 DIGLINE PHONE #1-800-342-1585 If 1 =30 10 '', MERIDIAN CITY APPROVED STREET LIGHTING TABLE I 42 1 ` BL OCK 6IL J MANUFACTURER MODEL LUMEN RANGE COLOR VOLTAGE NOMINAL HEIGHT MAST LENGH O --- _ _ - - --- COPPER/STREETWORKS USSL Z 1 r----------- — — — — I _ — I LEOTEK AR 13 NA AT 25' 4000-6000 BONZE 120-277V 25 OR 30 8, AT 30 Z L_ ---------- 41 I � 66 D � � III 1 � LUMEC TULM�jj r I I O \ / O 40 67 ' Z I HOOPS RODS o I o 2 POLE TYPE X Y D E W NO. SIZE LIN.FT NO. SIZE LIN.FT W I I I I L � 11 GA.TAPERED STEEL END O.D.OF 2-3/6" I O j I I - WITH 3"RIS O TYPE 1-30' 24" 60" 10Yz" 11" 11Yz' 4 #4 21' 6 #4 36' s 3 9 6 8 I 3 PROVIDE RAIN TYPE 1-35' 30" 84" 10Yz" 11" 11)/2-16 #4 41' 6 #6 39' TIGHT CAP- I I I I I "MIN.O.D.AT TOP 4 I I I I I I TYPE 2 24" 60" 1 8° 9° 8" 4 #4 21' 6 #4 27' I I R HISTORICAL 24" 60" 12" 13" N/A 4 #4 21' 6 #4 2T I I �.J I.�1 I I #77777C II L 6 5116" I I ANCHOR BOLT SIZES AND LOCATION L-------- ___________ I PER MANUFACTURERS I I X SEE ATTACHMENT 3/4" SPECIFICATIONS GUT DETAILS CONDOR LEVELING 69 / O CONDO T NUT 5" LW e / O.D.AT MAST 1"MAX GAP • I " ° ARM BASE 1/2-THICK DO NOTGROUT 3-11/16" GUSSETS 1• SEESCHEDULE TYPE 2 AND HISTORICAL — CENTERVILLE J FOR HOOPS AND W VERTICAL BARS POLE BASE DETAIL W. RINCON LN. PRIVATE I SUBDIVISION N0. 2 F RIGIONDUITIC — — — — — — 7 — UJ 2 CONDUIT I ¢ 3 J LONG HEX CAP 2-1/2"WIRE ENTRY — - " SCREWS TAP 4,0 (CHASE EDGES) w S0"WYz"� HANDHOLE REINFORCED WITH POLE PLATE J 3"CLEARANCE V NC NO.3 GAUGE RING SO.NUT FOR OF P WIDE WELD TO OUTSIDE ww GROUND OF POLE COVER OF 11 GAUGE '+ NEC APPROVED PLATE n GROUNDING HOLD a b A, 1 8 N + CONNECTOR �g DOWN II 1< II 11� > I I — 1I Ir ——— —_---___ I / 2MIN.T04 r `. READS X 6Y2 3CLEARANCE TH REINFORCED I I I I "MAX.GAP as I I I I I I - HAND HOLE �� BASE WIDTH"X• DO NOT GROUT I MIN.O.D.ATW W ATTACHMENT DETAILS GALVANIZED Y" I I I I I I I BASE 8" LEVEL NUT AND WASHER TYPE 1 AND DAVIT POLE I I BASE DETAIL I ' ' I 24 I SEE BASE DETAILS `"`` t' W GENERAL NOTES: L� 1. CONCRETE FOR FOUNDATIONS SHALL HAVE A MINIMUM 28-DAY COMPRESSIVE O O I Q I GENERAL NOTES: ALL REBAH OFNFO PSI. ' - I 3 5 3 4 3 3 3 2 I I 31 3 O 2 8 I I I E 2. ALL CONCRETE REINFORCEMENT SHALL HAVE 3"CLEARANCE FROM OUTSIDE OF W I I O O 27 26 25 1. MATERIALS AND CONSTRUCTION 3. HOOP SHALL HAVE A 6"LAP LENGTH MINIMUM CONCRETE FOUNDATION. I I O O SHALL CONFORM TO AASHTO "D" I I I I STANDARD SPECIFICATIONS FOR 4.BREAKAWAY BOLTS ARE REQUIRED WHEN ON STATE HIGHWAYS,SEE ITO U STANDARD DRAWING E 2 AND DAVIT I I I I I I I I Nominal MH L R H Actual MH STRUCTURAL SUPPORTS FOR HIGHWAY SIGNS,LUMINAIRES,AND BOLT DIA.+Y4" 5.OVER TOTYPE 1, MATCHPOLE IFIN SH TO BE PROVIDED WITH METAL,2-PIECE BASE 30, 8' 2' 28.5' 30 TRAFFIC SIGNALS,5TH EDITION 6.ALL CONDUIT ELBOWS USED IN CONCRETE BASES SHALL BE RPC � � I I � � BASEPLATE AND BOLT L-------- ————————— ---____—__J Ll DOCK ----_—_ 2. POLE SHAFT AND MAST ARM SHALL -------- 35' 12' 2.5' 33' 35 PATTERN DETAIL -------- ----------J L---_---___ ___—___— --_ J 7.STEEL CONDUIT SHALL BE USED TO EXTEND ELBOWS BEYOND FOUNDATION DATE: BE ROUND OR 12-SIDED STEEL 35' 15' 3' 33' 35.5 3. POLE SHAFT SHALL CONFORM TO 8.SPARE SHALL BE TERMINATED WITH A STEEL COUPLING AND PLASTIC 03-25-2025 PUSH PLUGLUG AT AT BOO TH ENDS I I ASTM A572 GRADE 50 PROJECT: 3 6 REVISED JUN 2016 REVISED JUN 2016 C2023-002 s CITY OF MERIDIAN STANDARD DRAWING NO. CITY OF MERIDIAN STANDARD DRAWING NO. --SHEET SUPPLEMENTAL SUPPLEMENTAL DETAILS FOR SPECIFICATIONS TYPE 1 MAST ARM LUMINAIRE T� SPECIFICATIONS 71 TO THE IDAHO STANDARDS FOR TO THE IDAHO STANDARDS FOR STREET LIGHT BASE INSTALLATION T2 I PUBLIC WORKS CONSTRUCTION I PUBLIC WORKS CONSTRUCTION 0