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Home My WebLink AboutZ - Ref#19020 Plan_Specs to DEQI HARRELL LATERAL 12" PVC -- --- i.vrvn�i.: iv �n.o rw I 2-8" COUPLINGS ° WAVERTON DRIVE NOTES PI �\ ISPWC AND SUEZ SUPPLEMENTAL SPECIFICATIONS TO ISPWC AND STANDARD DRAWINGS. 10' MIN. 12 LEGEND 44 45 46 47 48 49 ONLY. 3 4 5 6 7 B BLOC< 7 MINIMUM OF 10 FEET. WHERE IT IS NECESSARY FOR THE WATER AND NON -POTABLE W a MAINS TO CROSS EACH OTHER AND THE NON -POTABLE MAIN IS LESS THAN 18 INCHES Pod:2539.5 BLOCK 7 2540.0 CJ 7J2N 2540.6 Pad:2540.4 3000sf Lol:6000et Pad:2540.2 lot:fi000ef Pod:2540.0 lnt:8000ef Pad:2539.9 Pad:2539.7 Lot8000af tnb8000ef Q W J 4v N J Pad:2540.3 Loh.4095ef Pad:2539.7 lnt:8000N patl:2540.0 lnt;60ppef Pad:2540.3 lnt:5991 of La:5920.8 Lot:5820ef Pod:2540.9 Lot5714ef Pt:5371.0 Lot53]3et LotE000ef SHALL BE CENTERED AT THE CROSSING POINT SO THAT ALL JOINTS WILL BE AS FAR Lot:6480ef FROM THE CROSSING AS POSSIBLE. A SEPARATION DISTANCE OF 25 FEET SHALL BE MAINTAINED FROM THE WATER MAIN TO ANY SUBSURFACE DISPOSAL SYSTEM. Lot:4095ei lnt:4095ef Lok5220et u�z PLATTED UTILITY EASEMENT ALONG RIGHT-OF-WAY IS 9 FEET WIDE. o sty CONSTRUCTION SITE FIRE FLOW AVAILABLE FOR THIS PROJECT IS 1000 GPM. 315 LF 8" PVCINSTALL IRRIGATION WATER SUPPLIED BY SETTLER'S IRRIGATION DISTRICT. PRESSURIZED IRRIGATION 330 LF 8" PVC SYSTEM OWNED AND OPERATED BY PROPERTY OWNERS ASSOCIATION. SUEZ INSPECTION S -- DEVELOPER INFORMATION TAIL T 55T Pad:2539.7 Inspector. Inspector Date of As built: PIPE AND SERVICE COUNT: o FAIRBOURNE SUBDIVISION NO. 2 1 o s 6 DEVELOPMENT BY PREPARED BY Lot8843ef Contractor: FAIRBOURNE DEV. LLC W Pad:2540.4 0 6D00e • PROPOSED FIRE HYDRANT 39 2701 E. PINE AVENUE CONSULTING ENGINEERS AND LAND SURVEYORS WATER PLAN \RTp R\• Pj'C 0 1.0 L099 Lal:7990ef � \ Pad:2540.9 Lot69130 PI -'- 1 10 Pad:2540.8 Lot5991tl 11 41 NOTES PI ALL WATER LINES SHALL BE INSTALLED IN ACCORDANCE WITH THE LATEST VERSION OF ISPWC AND SUEZ SUPPLEMENTAL SPECIFICATIONS TO ISPWC AND STANDARD DRAWINGS. 10' MIN. 12 LEGEND RIGHTS OF WAY AND RELATED SURVEY DATA ARE SHOWN FOR INFORMATIONAL PURPOSES QPad:2540.6 ONLY. CHINDEN BLVD THE HORIZONTAL SEPARATION OF THE WATER AND NON -POTABLE MAINS SHALL BE A MINIMUM OF 10 FEET. WHERE IT IS NECESSARY FOR THE WATER AND NON -POTABLE MAINS TO CROSS EACH OTHER AND THE NON -POTABLE MAIN IS LESS THAN 18 INCHES Pod:2539.5 WQ 2540.0 CJ 7J2N Pad:2538.8 Lo1:4095ef Pod:25J9.8 Lot:4582ef LO K 0 d:2539.8 Pad:2590.0 t4095d lnt:4095ef Pad:2540.3 Loh.4095ef Pad:2540.5 Pad:MS .8 %d:2540.8 THE WATER MAIN. ONE FULL LENGTH OF BOTH WATER MAIN AND NON -POTABLE LINE U LotE000ef SHALL BE CENTERED AT THE CROSSING POINT SO THAT ALL JOINTS WILL BE AS FAR Lot:6480ef FROM THE CROSSING AS POSSIBLE. A SEPARATION DISTANCE OF 25 FEET SHALL BE MAINTAINED FROM THE WATER MAIN TO ANY SUBSURFACE DISPOSAL SYSTEM. Lot:4095ei lnt:4095ef Lok5220et a PLATTED UTILITY EASEMENT ALONG RIGHT-OF-WAY IS 9 FEET WIDE. PROPOSED WATER LINE 40 CONSTRUCTION SITE FIRE FLOW AVAILABLE FOR THIS PROJECT IS 1000 GPM. IRRIGATION WATER SUPPLIED BY SETTLER'S IRRIGATION DISTRICT. PRESSURIZED IRRIGATION SYSTEM OWNED AND OPERATED BY PROPERTY OWNERS ASSOCIATION. SUEZ INSPECTION DEVELOPER INFORMATION ENGINEER INFORMATION'^ ��Z SUEZ G ii 8248 W. VICTORY ROAD BOISE, IDAHO 83709 t NAL ` ��`'' ppp►►►�� C Inspector. Inspector Date of As built: PIPE AND SERVICE COUNT: o FAIRBOURNE SUBDIVISION NO. 2 1 o s 6 DEVELOPMENT BY PREPARED BY p I Contractor: FAIRBOURNE DEV. LLC W Pad:2540.4 0 6D00e • PROPOSED FIRE HYDRANT 39 2701 E. PINE AVENUE CONSULTING ENGINEERS AND LAND SURVEYORS WATER PLAN 79 Foreman: s 5 a 3 z 1 Mop No.: Ref. No.: 19019 13P.d CONTACT: SAM JOHNSON W;64 Lot848W 0ef 0421-4 -I J Scale: 1 "=100' Sewer Dist: Meridian Flushing Zone: CW WO No.: PRESSUR/ZEO IRRIGATION BY: HOMEOWNER'S ASSOCIATION W Town,Ran eSec.: 9 Fire Dist: Meridian Fire Dept. PROPOSED BLOW -OFF T4N, R1W, Sect. 21 3 Sheet: 1 of 1 o s 86 5 4 3 2 t Q " Pm:254oa 7 4 ►� PROPOSED GATE VALVE 10' MIN. W J Lot8000ef PROPOSED SINGLE SERVICE aa890 iar ':45i W0 t4N W:58 BLOCK 1 O5 W,5iLo:Q95eWA095V t:05a i4Po sNW 220Le40ef S W V) U) %- PROPOSED COMMON SERVICE 38 b _ �fi�9 37 15 EXISTING FIRE HYDRANT W/VALVE Pad:2538.8 1 :6724f --I n .- 16 -e- EXISTING GATE VALVE r- Pod2539.8 r EXISTING SERVICE 310 LF 8" PVC INSTAL 355 LFLat.soeler 36 - CARA ANA ST S S EXISTING WATER LINE oo-- EXISTING BLOW -OFF 93 pad:2536.9 Pad:25J8.7 Pad:2538.5 Pad:2538.3 P 20M 1 P.:2538.1 Pad:2538.3 Pod:2538.5 Pad:2538.7 Pad:2538.9 Pod:2539.1 Pad:2539.3 N&2539.5 Pad:2539.7 Pad:2539s N 1•f Lot5998ef Lot6004e1 Lot824Jaf Lo1:6011af Lot60I zi wt80 W L -N24 Lot:8028ei 1nt60330 t t:8307ef Lot82830 t M87ef Wt:6292ef Lot6297ef Lot:6301af W BLOCK 7 34 33 32 31PI 30129 28 27 26 25 24 23 22 21 20 19 18 LOCATION MAP NOTES PI ALL WATER LINES SHALL BE INSTALLED IN ACCORDANCE WITH THE LATEST VERSION OF ISPWC AND SUEZ SUPPLEMENTAL SPECIFICATIONS TO ISPWC AND STANDARD DRAWINGS. THE SEAL BELOW RELATES TO THE WATER SYSTEM DESIGN ONLY. ALL OTHER UTILITIES, RIGHTS OF WAY AND RELATED SURVEY DATA ARE SHOWN FOR INFORMATIONAL PURPOSES ONLY. CHINDEN BLVD THE HORIZONTAL SEPARATION OF THE WATER AND NON -POTABLE MAINS SHALL BE A MINIMUM OF 10 FEET. WHERE IT IS NECESSARY FOR THE WATER AND NON -POTABLE MAINS TO CROSS EACH OTHER AND THE NON -POTABLE MAIN IS LESS THAN 18 INCHES BELOW OR ABOVE THE WATER MAIN, THE NON -POTABLE MAIN SHALL BE CONSTRUCTED WITH 150 PSI CLASS WATER PIPE FOR A DISTANCE OF 10 FEET ON BOTH SIDES OF THE WATER MAIN. ONE FULL LENGTH OF BOTH WATER MAIN AND NON -POTABLE LINE SHALL BE CENTERED AT THE CROSSING POINT SO THAT ALL JOINTS WILL BE AS FAR FROM THE CROSSING AS POSSIBLE. A SEPARATION DISTANCE OF 25 FEET SHALL BE MAINTAINED FROM THE WATER MAIN TO ANY SUBSURFACE DISPOSAL SYSTEM. APPROVEDFOR CENTER OF METER BOX TO BE LOCATED 48 INCHES BEHIND CURB FOR DETACHED SIDEWALKS. PLATTED UTILITY EASEMENT ALONG RIGHT-OF-WAY IS 9 FEET WIDE. CONSTRUCTION SITE FIRE FLOW AVAILABLE FOR THIS PROJECT IS 1000 GPM. IRRIGATION WATER SUPPLIED BY SETTLER'S IRRIGATION DISTRICT. PRESSURIZED IRRIGATION SYSTEM OWNED AND OPERATED BY PROPERTY OWNERS ASSOCIATION. SUEZ INSPECTION DEVELOPER INFORMATION ENGINEER INFORMATION'^ ��Z SUEZ G ii 8248 W. VICTORY ROAD BOISE, IDAHO 83709 t NAL ` ��`'' ppp►►►�� C Inspector. Inspector Date of As built: PIPE AND SERVICE COUNT: FAIRBOURNE SUBDIVISION NO. 2 DEVELOPMENT BY PREPARED BY p I Contractor: FAIRBOURNE DEV. LLC CIVIL SURVEY CONSULTANTS, INC. 2701 E. PINE AVENUE CONSULTING ENGINEERS AND LAND SURVEYORS WATER PLAN 79 Foreman: MERIDIAN, IDAHO 83642 (208)472-0800 S. MERIDIAN ROAD 41r 1''l� AST Drown By: JRM Mop No.: Ref. No.: 19019 SUEZ GIS INFORMATION CONTACT: SAM JOHNSON MERI MERIDIAN, IDAHO 83642 (208)888-4312 CONTACT: JIM MONEY 0421-4 FIs F' G'F I� Pd CO 4s ��( R. Scale: 1 "=100' Sewer Dist: Meridian Flushing Zone: CW WO No.: PRESSUR/ZEO IRRIGATION BY: HOMEOWNER'S ASSOCIATION Date: 5/18/2019 Town,Ran eSec.: 9 Fire Dist: Meridian Fire Dept. T4N, R1W, Sect. 21 Sheet: 1 of 1