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Home My WebLink AboutCivilPlan3 V1APPROVED os os 22 -------------------------- SD— SD— SD SD SD— —SD- LOST RAPIDS DEVELOPMENT II LLC PARCEL: 5330760600 I 10' SETBACK C h i n d e n B I v d iy z� w�Wo w 3 w ¢ 5- w�¢o --- -- — — -- — — -- — — -- — — -- — ----- ----------------- mil _ SD— SD— SD— ——————SD-—————————SD ---5�---- ----SD-------- D— w SD— SD— SD— SD— SD— SD— I I� .- I N¢ w I 111 I STM-1 I Ili 1 on I 1 I II III 10' SETBACK I I I s3 STM-3 SST-7 4" CLEANOUT STM-6 R - MERIDIAN STP-2-7 78% DEPARTURE POINT 1 61 INVESTMENTS II LLC STM-2 ti RIM= 2554.35 PARCEL" 5330760800 STP-3-S3 o STM-4 PROPOSED 4" PVC-9.20 LF o STRUCTURE I 3,103 SF S3 SST-8 I S3 4" CLEANOUT o� s4 RIM= 2556.36 J 52 h2 N STM-12 STM-11 T �� UE STP-11-14.34% Nv SI- 4" PVC-5.29 LF - S2 c� SST-9T' - ^„T 1 m SST-1 4 HVG-12.41 LF RIM= 2556.14 4" CLEANOUT S4 E3 DEPARTURE POINT 3 U1 RIM- 2554.34 S3 G 61 1 4" PVC-18.20 LF S2 S3 0 4" PVC-7.03 LF s2 s2 0 4" PVC-25.68 LF cl' SST-2 S3 STM-7 1 4" CLEANOUT m a RIM= 2556.16 S3 S5 I I STM-14 _____ ____ .: SST-5 F N 4" CLEANOUT I W2 ��" RIM= 2556.17 SST-6 o J MHT CCENTRIC (4' 0) CONNECT TO STUB FIELD VERIFY DEPTH AND LOCATION OM77 O RIM= 2556.17 RIM= 2546.66 I s STM-10 STM-13 l S2 m SST-3 9 19 1000 GAL -GREASE TRAP�� RIM= 2556.16 W4 S1 pS c — STM-5 S T \8'9�Q9 — —�-- L �� ------- — — — — — — — — STM-8 — — — STM-9 J 3 I G U3 E1 SD— SD— SD— — a e SD— SD— SD—_ SD— SD— SD— SD— SD— — _ COSTCO WHOLESALE CORP PARCEL: 5330760300 41 N 0 10 20 I SCALE: 1" 20' UTILITY LEGEND EXISTING WATER LINE W PROPOSED WATER LINE EXISTING SANITARY SEWER SS PROPOSED SANITARY SEWER EXISTING UNDERGROUND ELECTRICAL EXISTING STORM SEWER SD PROPOSED STORM SEWER SITE LEGEND PROPERTY BOUNDARY UNE — RIGHT OF WAY BOUNDARY LINE - — — — — — — — - EXISTING EASEMENT LINE SETBACK LINE EXISTING TO REMAIN PROPOSED NEW FUTURE NEW EXISTING SIGN EXISTING UTILITY STUB MARKER EXISTING PAD MOUNTED TRANSFORMER EXISTING LIGHT POLE EXISTING SANITARY SEWER MANHOLE EXISTING STORM DRAIN MANHOLE EXISTING STORM DRAIN INLET EXISTING WATER METER EXISTING WATER VALVE EXISTING IRRIGATION VALVE EXISTING CURB AND GUTTER OO PROPOSED SANITARY SEWER STRUCTURE ® PROPOSED STORM DRAIN STRUCTURE ® PROPOSED STORM DRAIN CATCH BASIN T PROPOSED SIGN ® PROPOSED ADA PARKING SYMBOL PROPOSED BIKE RACK PROPOSED CURB AND GUTTER PROPOSED RETAINING WALL ELECTRICAL NOTES Ei EXISTING TRANSFORMER TO REMAIN E2 EXISTING PRIMARY UNDERGROUND ELECTRICAL LINE. E3 PROPOSED SECONDARY LINE FROM TRANSFORMER TO BUILDING CT CABINETS, E4 PROPOSED ELECTRICAL POINT OF CONNECTION TO BUILDING. WATER FLAG NOTES W1 PROPOSED CONNECTION TO EXISTING STUB, 2" METER AND BOX. W2 PROPOSED 2" PVC OR TYPE K COPPER WATER LINE. W3 PROPOSED POINT OF CONNECTION TO BUILDING. W4 EXISTING WATER METER TO BE RELOCATED TO LANDSCAPING. SANITARY SEWER FLAG NOTES S1 EXISTING SANITARY SEWER STUB TO BE USED. CONTRACTOR TO FIELD VERIFY SIZE AND LOCATION, S2 PROPOSED 4" PVC SANITARY SEWER LINE. 53 PROPOSED 4" SANITARY SEWER CLEANOUT PER MERIDIAN CITY STANDARDS. 54 PROPOSED POINT OF CONNECTION TO BUILDING. 55 PROPOSED GREASE INTERCEPTOR. CONTRACTOR TO COORDINATE ARCHITECT FOR TYPE AND SIZE. DRY UTILITY FLAG NOTES 0 PROPOSED GAS LINE ROUTE. COORDINATE WITH GAS COMPANY FOR FINAL CONNECTION POINT LOCATION AND ROUTE TO BUILDING. U2 PROPOSED GAS POINT OF CONNECTION TO BUILDING. U3 EXISTING GAS STUB TO PROPERTY. BASIS OF BEARING BASIS OF BEARING: ALL BEARINGS ARE BASED ON THE WEST LINE OF LOT 7 OF THE PLAT OD LOST RAPIDS SUBDIVISION IN A PORTION OF THE NORTHEAST QUARTER OF SECTION 27, TOWNSHIP 4 NORTH, RANGE 1 WEST OF THE BOISE MERIDIAN, U.S. SURVEY, MONUMENTED ON THE SOUTH END BY A RIGHT OF WAY MONUMENT (ORANGE PLASTIC CAP "KSK 16662") AND ON THE NORTH END BY A RIGHT OF WAY MONUMENT (ORANGE PLASTIC CAP -KSK 16662") AND IS CONSIDERED TO BEAR N00'32'20"E, PER RECORD AND IS MONUMENTED AS SHOWN. LEGAL DESCRIPTION THE LAND REFERRED TO HEREIN BELOW IS SITUATED IN THE COUNTY OF ADA, STATE OF ID, AND IS DESCRIBED AS FOLLOWS: PARCEL I: LOT 7 IN BLOCK 1 OF LOST RAPIDS SUBDIVISION, ACCORDING TO THE PLAT THEREOF, FILED IN BOOK 119 OF PLATS AT PAGES 18496 THROUGH 18501, RECORDS OF ADA COUNTY, IDAHO. PARCEL II: EASEMENT RIGHTS AS CONTAINED IN DECLARATION OF EASEMENTS, COVENANTS, CONDITIONS AND RESTRICTIONS, RECORDED JUNE 12, 2020, AS INSTRUMENT NO. 2020-071547, RECORDS OF ADA COUNTY, IDAHO. BENCHMARK BENCHMARK: ROAD CENTERLINE MONUMENT ORANGE PLASTIC CAP" KSK 16662" (SHOWN HEREON) NAVD88 ELEVATION = 2555.02' CAUTION - NOTICE TO CONTRACTOR 1. ALL UTILITY LOCATIONS SHOWN ARE BASED ON MAPS PROVIDED BY THE APPROPRIATE UTILITY COMPANY AND FIELD SURFACE 0 <� EVIDENCE AT THE TIME OF SURVEY AND IS TO BE CONSIDERED AN Q u APPROXIMATE LOCATION ONLY. IT IS THE CONTRACTOR'S RESPONSIBILITY TO FIELD VERIFY THE LOCATION OF ALL UTILITIES, PUBLIC OR PRIVATE, WHETHER SHOWN ON THE PLANS OR NOT, PRIOR TO CONSTRUCTION. REPORT ANY DISCREPANCIESTO THE Knowwharsbelow. ENGINEER PRIOR TO CONSTRUCTION. Call before you dig. 2. WHERE A PROPOSED UTILITY CROSSES AN EXISTING UTILITY, IT IS THE CONTRACTOR'S RESPONSIBILITY TO FIELD VERIFY THE HORIZONTAL AND VERTICAL LOCATION OF SUCH EXISTING UTILITY, EITHER THROUGH POTHOLING OR ALTERNATIVE METHOD. REPORT INFORMATION TO THE ENGINEER PRIOR TO CONSTRUCTION. G a901,01110 w a 6162 S. Willow Drive, Suite 320 Greenwood Village, CO 80111 303.770.8884 GallowayUS.com J `OA\ COPYRIGHT THESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE PROPERTY OF GALLOWAY, AND MAY NOT BE DUPLICATED, DISCLOSED, OR REPRODUCED WITHOUT THE WRITTEN CONSENT OF GALLOWAY. COPYRIGHTS AND INFRINGEMENTS WILL BE ENFORCED AND PROSECUTED. Cn 0 LU U) 4LU m z ry W 0 0 0 O = z � � z W W Q Q I]f J O LLJ 0) of CO W M # Date 1 4120/22 Issue I Description 1st CUP Submittal Init. DJS Project No: Drawn By: KSB Checked By: DJS Date: 2022.04.14 UTILITY PLAN C3.0