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CivilPlan1 V110' SETBACK LOST RAPIDS % DEVELOPMENT II LLC m PARCEL 5330760600 m C h i n d e n B I v d w�Qa �r=inw M. v� BEGIN Q, •------ 177.70' _J -- — — — — — — — — — — — — — — ---- — — — — — ----- I`` -------------------- -------------------- -7 -- I II I 17 6, --� II— ---- ------ — 6, — -- - ——I--- — — — —— — — — — — — — — — — — — — `R25,' 4 R15' R20' li R25' 9 TYP'R2.5' 10 i I 13 13 R10' g' 4 El13 - 55.61' l 7 11 R3 18 3 — = "13 Ili 13 I TYP. 3 ili 4 I 6' 12' 5' 19' 24' I 13 3 ® PROPOSED 4—RS STRUCTURE 12 I 44.95' 3,103 SF RS I II ` 12' 12' I' III 4 Ili 15 - R25' 1 I I 12 16 T 19' El 12' R3' � " 4, O 4 DRIV 8 RV 13 END III 4 _ 7 = El THRU 3 9 = I R6' `Wo IIII - R3 R3 R5' R1.7 13 BEGII N Q O 5 9 _N IIII O 4 11 - O 9 11 I RI 5' � TYP 5 R3, 7 TYP. 5 R3' R3' R5' — RIO' 6 ❑ 24' 13 I 3 9' 14 —�—I —------- ------= -_ z=--=--- R15' --i-- ---'— I — — — — — — — - -€ND- — — 13 NCI 19' I� N 0 10 20 SCALE: � — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — - I I I ------------------------------------------------------ BEGIN 10' SETBACK GFI - MERIDIAN INVESTMENTS II LLC PARCEL-5330760800 END 746.64' �z w 3 - COSTCO WHOLESALE CORP PARCEL- 5330760300 PAVING LEGEND EXISTING CONCRETE EXISTING ASPHALT PROPOSED CONCRETE SIDEWALK PROPOSED STANDARD DUTY CONCRETE PROPOSED STANDARD DUTY ASPHALT SITE SCHEDULE 1O EXISTING CONCRETE SIDEWALK TO REMAIN. 2O EXISTING CURB AND GUTTER TO REMAIN, 3O PROPOSED 4" CONCRETE SIDEWALK. 1.5% MAX. CROSS SLOPE. 0 PROPOSED WHITE PAVEMENT MARKINGS. SO PROPOSED 4" SOLID YELLOW PARKING STRIPE. O PROPOSED ACCESSIBLE PARKING SPACE. 7O PROPOSED PEDESTRIAN RAMP. 8O PROPOSED TRASH ENCLOSURE. 9O PROPOSED 4" WIDE PAINTED YELLOW STRIPES AT 45' 0 2'=O.C. 10 PROPOSED ORDER POINT AND MENU BOARD. 11 PROPOSED ASPHALT PAVEMENT. 12 PROPOSED CONCRETE PAVEMENT. 13 PROPOSED 24" CURB AND GUTTER.. 14 PROPOSED STOP SIGN. 15 PROPOSED ADA SIGN. 16 PROPOSED BIKE RACK. 17 PROPOSED MONUMENT SIGN. 18 PROPOSED RETAINING WALL. SITE LEGEND PROPERTY BOUNDARY LINE 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 �S EXISTING SANITARY SEWER MANHOLE �U EXISTING STORM DRAIN MANHOLE 0 EXISTING STORM DRAIN INLET W� EXISTING WATER METER EXISTING WATER VALVE a EXISTING IRRIGATION VALVE EXISTING CURB AND GUTTER OO ® PROPOSED SANITARY SEWER STRUCTURE ® PROPOSED STORM DRAIN STRUCTURE ® PROPOSED STORM DRAIN CATCH BASIN T PROPOSED SIGN RR PROPOSED ADA PARKING SYMBOL ,m PROPOSED BIKE RACK PROPOSED CURB AND GUTTER PROPOSED RETAINING WALL LIMITS OF ARCHITECTURAL SCOPE 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 EVIDENCE AT THE TIME OF SURVEY AND IS TO BE CONSIDERED AN 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 ENGINEER PRIOR TO CONSTRUCTION. 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. Gall"lowayIII 6162 S. Willow Dnve, Suite 320 Greenwood Village, CO 80111 303.770.8884 GallowayUS.com J p��p Gp�S � COPYRIGHT THESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE PROPERTY OF GALLOWAY, AND MAY NOT BE DUPLICATED, DISCLOSED, OR REPRODUCED WITHOUT THE WRITTEIJ CONSENT OF GALLOWAY. COPYRIGHTS AND INFRINGEMENTS WILL BE ENFORCED AND PROSECUTED. 4 0 Cn 0 LU U) 4LU m Z � w 0o o0 00 UI = z v 0 W z W Q J O W co W > M # 1 Date 4120/22 Issue I Description 1st CUP Submittal Init. DJS Project No: Drawn By: KSB Checked By: DJS Date: 2022.04.14 SITE PLAN C1.0