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HomeMy WebLinkAboutP_Site Plan_170721_v2R/WR/WR/WR/WR/WR/WR/W P/LP/L P/L P/LP/ LP/ LP/LP/LR/W w sn w w wwwww ww w ww w J J J J J J JJ JJ J J stst sn sn sn w w w w t t w g g g st st st st C w NE 4TH STREET WHITMAN CT. NE (53 FEET WIDE)(WIDTH VARIES) w VASHON CT NEVASHON CT NEww P/L P/LP/LP/LP/LP/L P/L 2 136547 1 12 STOPDRIVE-THRU20 11 R/WR/WR/WR/WR/W15' MAXIMUM BUILDING SETBACK 15' MINIMUM SETBACK ANDLANDSCAPE SETBACK20' MAXIMUM BUILDING SETBACKAND LANDSCAPE SETBACKco co g J DO N O T E N T E R EX. WALK EX. WALK10.0'8.0' 8.0'20.0'16.0'12.0' 24.0' 29.7'± 26.1'24.0'24.0'11.0' 64.7'±28.9'±11.0'5.0' 12.0'38.4'35.0 ' 51. 8 ' 97.6'20.0'2.0' 10.0'1.5'5.0'6.4'13.3'5.0'6.0'P/L6.0'±15.2'13.5'6.0'6.5'6.5'EXISTING STREAM20.0'6.0'2.5'2.5'6.0'10' MINIMUM BUILDING AND LANDSCAPE SETBACK34.4'4.0' 4.0' 35.0'25.0'YIELD7.0'10.2'7 8 323.22' BM #1 5 4 12.0'5.0'15.0'5.0'392CONSTRUCTION KEYNOTES 1 PROPOSED CONCRETE PAVEMENT PER DETAIL 13, SHEET C-503. PROPOSED LANDSCAPING AREA. LANDSCAPE PLAN BY OTHERS. 2 5 6 7 3 9 8 16 17 14 15 10 4 11 PROPOSED DIRECTIONAL PAVEMENT MARKINGS - WHITE ON ASPHALT, YELLOW ON CONCRETE PER DETAIL 12, SHEET C-501. PROPOSED MONUMENT SIGN PER SIGN SUPPLIER SPECIFICATIONS. 19 20 13 12 18 PROPOSED 'DO NOT ENTER' SIGN PER DETAIL 7, SHEET C-501. PROPOSED LIGHT POLE, SEE UTILITY PLAN. LAND USE DATA AREA PROVIDED PARKING SPACES 208 PARKING REQUIREMENTS 1 SPACE PER 75 SF OF DINING AREA THEREFORE: 581 / 75 = 8 SPACES REQUIRED. CURRENT ZONING: CA - COMMERCIAL ARTERIAL AND URBAN DESIGN DISTRICT D TOTAL ESTIMATED CONSTRUCTION COST: TBD ESTIMATED FAIR MARKET VALUE: TBD EXCAVATION ESTIMATE: 6,700 CUBIC FEET PROPOSED P.C.C. CURB PER DETAIL 1, SHEET C-501. PROPOSED CURB AT DRIVE THRU PER DETAIL 2, SHEET C-501. PROPOSED P.C.C. FLUSH WALK PER DETAIL 3, SHEET C-501. PROPOSED P.C.C. WALK PER DETAIL 4, SHEET C-501. PROPOSED ADA PARKING SIGN PER DETAIL 8, SHEET C-501. PROPOSED PAINTED TRANSVERSE STRIPING PER DETAIL 6, SHEET C-501. PROPOSED PAINTED 4" WIDE SOLID STRIPE - WHITE ON ASPHALT, YELLOW ON CONCRETE. PROPOSED PAINTED INTERNATIONAL ADA SYMBOL PER DETAIL 11, SHEET C-501. PROPOSED ADA ACCESSIBLE RAMP PER DETAIL 2, SHEET C-505. REQUIRED PROVIDED NUMBER OF SPACES PERCENTAGE OF SITE AREA BUILDING PAVEMENT/IMPERVIOUS LANDSCAPING TOTAL 100%0.73 AC. 32% 5% 63%0.46 AC. 0.04 AC. 0.23 AC. 00 PROPOSED DRIVE THRU STACK CAR AND NUMBER # 00 LEGEND PROPOSED ASPHALT PAVEMENT PER DETAIL 5, SHEET C-501 CONSTRUCTION KEYNOTE PROPOSED PARKING SPACE NUMBER PROPOSED CONCRETE 0 40 20 10 1"=20' Horizontal Scale in Feet PROPOSED CLEARANCE BAR PER DETAIL 5, SHEET C-503. PROPOSED MENU BOARD AND ORDER CONFIRMATION BOARD PER DETAIL 6, SHEET C-502. 17 5 PROPOSED TRASH ENCLOSURE PER DETAIL 1, SHEET C-504. 11 6 13 4 14 (TYP.) 12 10'R80'R7'R2' R 18'R 2 0 ' R 15'R5'R1 5 ' R 110'R12'R1 2 ' R 82'R 1.5'R 2'R8' R 15'R PROPOSED TACO BELL PROPOSED CLEANOUT, SEE UTILITY PLAN. NOT USED. 21 PROPOSED GREASE TRAP, SEE UTILITY PLAN. 24 PROPOSED BIKE RACK PER DETAIL 4, SHEET C-502. 3' R 22 PROPOSED HYDRANT, SEE UTILITY PLAN.23 PROPOSED CROSSWALK PER DETAIL 15, SHEET C-501. REQUIRED PROVIDED PARKING SETBACKS BUILDING SETBACKS LANDSCAPE SETBACKS REQUIRED PROVIDED REQUIRED PROVIDED FRONT: NE 4TH STREET REAR: VASHON CT SIDE: WEST SIDE: WHITMAN CT 10' min., 15' max. 0' 0' 10.00' 109.13' 119.43' 37.10'* 10' 0' 0' 10' 39.40' 29.40' 52.02' 10.00' FRONT: NE 4TH STREET REAR: VASHON CT SIDE: WEST SIDE: WHITMAN CT FRONT: NE 4TH STREET REAR: VASHON CT SIDE: WEST SIDE: WHITMAN CT 10' 0' 0' 10' 15' min., 20' max. *DENOTES DIMENSION TAKEN FROM CANOPY Know what's below Call before you dig. 25 10 PROPOSED YIELD TO PEDESTRIANS SIGN PER DETAIL 2, SHEET C-504. 1 39.40' 29.40' 52.02' 10.00' 26 NOT USED.27 PROPOSED LOCATION OF RELOCATED PULL BOX PER THE UTILITY COMPANY SPECIFICATIONS.28 PROPOSED DRIVE-THRU ENTRANCE SIGN, PER DETAIL 3, SHEET C-504. PROPOSED 2" PAVEMENT OVERLAY- WSDOT 9-03.8(2) 3/4-INCH HMA WSDOT 9-03.8(6) 3/4-INCH AGGREGATE 1 1 1 1 1 1 1 12 1 3 4 4 6 29 10 10 10 10 10 14 (TYP.) 15 15 16 17 17 17 18 19 30 21 21 21 22 23 24 24 26 28 29 PROPOSED YARD DRAIN PER UTILITY PLAN.30 31 PROPOSED CURB TAPER PER DETAIL 10, SHEET C-501.31 PROPOSED BOLLARD PER DETAIL 13, SHEET C-501.32 33 1 1 1 ENLARGEMENT A SEE ENLARGEMENT A, THIS SHEET PROPOSED BOLLARD PER DETAIL 14, SHEET C-503.33 32 32 PROPOSED REVERSE PITCH CURB AND GUTTER, PER DETAIL 8, SHEET C-502.34 34 NOT USED.35 36 PROPOSED CONCRETE DRIVE ENTRANCE PER DETAIL 2, SHEET C-503.36 37 38 37 PROPOSED ADA ACCESSIBLE RAMP PER DETAIL 3, SHEET C-505. NOT USED. 39 LANDSCAPING TO MATCH EXISTING ADJACENT FINISHES. LANDSCAPE PLAN BY OTHERS. 39 21 9 10 10 12 40 PROPOSED "COMPACT CARS ONLY" SIGN PER DETAIL 10, SHEET C-502. 40 40 40 40 41 PROPOSED FROST SLAB PER ARCHITECTURE PLANS. 41 41 42 PROPOSED SERVICE RAMP, SEE GRADING PLAN FOR PROPOSED ELEVATIONS. 42 NOTES: 1. CONTRACTOR SHALL PROVIDE ADEQUATE DRAINAGE TO ALL PROPOSED DRAINAGE WAYS AND NOT POND WATER ANYWHERE ON SITE DURING OR AFTER CONSTRUCTION. 2. TRENCHING ESTIMATE BASED ON UTILITY TRENCHING AND BUILDING FOUNDATION. 3. HOURS AND DAYS OF OPERATION PER CONSTRUCTION MANAGER. 4. ANY SPECIAL HOURS PROPOSED FOR CONSTRUCTION OR HAULING (I.E. WEEKENDS, LATE NIGHTS) PER CONSTRUCTION MANAGER. 5. CONTRACTOR SHALL PROVIDE TRAFFIC CONTROL PLAN IN ACCORDANCE WITH LOCAL REQUIREMENTS. 7 1,856 SQ. FT. 41 15 43 EXISTING WATER METER BOX TO BE ADJUSTED TO GRADE. 44 EXISTING WATER VALVE TO BE ADJUSTED TO GRADE. 46 43 43 43 44 44 44 44 45 EXISTING CLEANOUT TO BE ADJUSTED TO GRADE.45 46 ACCESS TO ACTIVE WATER METER CASTING SHALL BE PROVIDED. CURBS SHALL BEND AROUND ACTIVE WATER METER CASTING AND EXTEND TO TOP OF METER VAULT AS REQUIRED TO MAINTAIN ACCESS. NO BENDS SHALL BE REQUIRED AT REMOVED METER LOCATIONS. 47 PROPOSED CURB OPENING PER DETAIL 16, SHEET C-501. 47 47 48 48 48 PROPOSED STONE DIAPHRAGM PER RAIN GARDEN DETAILS AND SPECIFICATIONS, SHEET C-506. 49 49 PROPOSED RAIN GARDEN AREA. RAIN GARDEN PER DETAILS AND SPECIFICATIONS, SHEET C-506. CITY OF RENTON IN COMPLIANCE WITH CITY OF RENTON STANDARDS 520 South Main Street, Suite 2531 Akron, OH 44311 330.572.2100 Fax 330.572.2102 TACO BELL 2016088.28 SITE PLAN11TACO BELLTACO BELLA-NNNNNNN LUA:C:PR:AAANNNNNNN(TYP. OF 3) 6 26 31 10 50 CURBED WALK PER DETAIL 2, SHEET C-502. 51 RAIN GARDEN OVERFLOW STRUCTURE,SEE SHEET C-506. 50 C-111 SCALE: 1"=10' 51 2 2 1 PROPOSED CURB RAMP 3 3 25 31 8 PROPOSED ADA ACCESSIBLE RAMP PER DETAIL 4, SHEET C-505.4'R4'R4' R 4' R (TYP.) (TYP.)