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HomeMy WebLinkAboutR-398807NE 1/4OFS32, T23 N, R5 E, W.M. 00 rn co C) p Lij SITE 1. 2. 3. NOTES ALL WORK AND MATERIALS SHALL COMPLY WITH ALL CITY/COUNTY REGULATIONS AND CODES AND O.S.H.A. STANDARDS. THE DESIGN SHOWN IS BASED UPON THE ENGINEER'S UNDERSTANDING OF THE EXISTING CONDITIONS. THIS PLAN DOES NOT REPRESENT A DETAILED FIELD SURVEY. THE EXISTING CONDITIONS SHOWN ON THIS PLAN SHEET ARE BASED UPON SURVEY PREPARED BY PACE ENGINEERS, INC., DATED MARCH 2O17. THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING FIELD CONDITIONS PRIOR TO BIDDING THE PROPOSED SITEWORK IMPROVEMENTS. IF CONFLICTS ARE DISCOVERED, THE CONTRACTOR SHALL NOTIFY THE OWNER PRIOR TO INSTALLATION OF ANY PORTION OF THE SITEWORK WHICH WOULD BE AFFECTED. IF CONTRACTOR DOES NOT ACCEPT EXISTING SURVEY, INCLUDING TOPOGRAPHY AS SHOWN ON THE PLANS, WITHOUT EXCEPTION, HE SHALL HAVE MADE, AT HIS OWN EXPENSE, A TOPOGRAPHIC SURVEY BY A REGISTERED LAND SURVEYOR AND SUBMIT IT TO THE OWNER FOR REVIEW. CAUTION - NOTICE TO CONTRACTOR THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING UTILITIES AS SHOWN ON W THESE PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITIES, AND WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. W THE INFORMATION IS NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR MUST CALL THE APPROPRIATE W UTILITY COMPANY AT LEAST 48 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATION OF UTILITIES. IT SHALL BE o THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES AND EXISTING IMPROVEMENTS WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS ON THE PLANS. 4. CONTRACTOR SHALL REFER TO ARCHITECTURAL PLANS FOR EXACT LOCATION AND DIMENSIONS OF VESTIBULE, SLOPED PAVING, EXIT PORCHES, SIDEWALKS, RAMPS & TRUCK DOCKS, PRECISE BUILDING DIMENSIONS AND EXACT BUILDING UTILITY ENTRANCE LOCATIONS. 5. ALL PAVED PARKING LOT AREAS WITHIN THE LIMITS OF IMPROVEMENTS SHALL BE STANDARD DUTY PAVEMENT UNLESS OTHERWISE NOTED. 6. CONTRACTOR SHALL PROVIDE A TEMPORARY TRAFFIC CONTROL PLAN FOR THE CITY ENGINEER'S APPROVAL PRIOR TO ANY WORK WITHIN THE CITY RIGHT-OF-WAY. W 7. ALL ON -SITE PAINTED STRIPING SHALL BE DOUBLE COATED. SEPARATE COATS SHALL BE APPLIED NO SOONER THAN 4 HOURS co APART. (CONTRACTOR TO REFER TO PROJECT SPECIFICATIONS FOR ADDITIONAL PAVING MARKING REQUIREMENTS.) 8. PARKING LOT STRIPING SHALL BE WHITE, 4" WIDTH, & DOUBLE COATED, UNLESS OTHERWISE NOTED. W > 9. ALL DISTURBED AREAS ARE TO RECEIVE FOUR INCHES OF TOPSOIL, SEED, MULCH AND WATER UNTIL A HEALTHY STAND OF Q GRASS IS ESTABLISHED. _ 10. ALL ISLANDS WITH CURB AND GUTTER SHALL BE LANDSCAPED. 11. EXISTING STRUCTURES WITHIN CONSTRUCTION LIMITS ARE TO BE ABANDONED, REMOVED OR RELOCATED AS NECESSARY. ALL 00 COST SHALL BE INCLUDED IN BASE BID. O 12. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL RELOCATIONS, INCLUDING BUT NOT LIMITED TO, ALL UTILITIES, STORM DRAINAGE, T SIGNS, TRAFFIC SIGNALS & POLES, ETC. AS REQUIRED. ALL WORK SHALL BE IN ACCORDANCE WITH GOVERNING AUTHORITIES C SPECIFICATIONS AND SHALL BE APPROVED BY SUCH. ALL COST SHALL BE INCLUDED IN BASE BID. 13. PYLON SIGNS SHALL BE CONSTRUCTED BY OTHERS. THE CONTRACTOR SHALL INSTALL CONDUIT AND ELECTRICAL CIRCUIT BETWEEN THE PYLON SIGN(S) AND THE LIGHTING PANEL, AS WELL AS THE SIGN BASE. 14. ALL VERTICAL CONSTRUCTION SHALL MAINTAIN 10' MINIMUM SEPARATION FROM OVERHEAD POWER LINES. CONTRACTOR TO NOTIFY ENGINEER IMMEDIATELY IF CONFLICT EXISTS AND PRIOR TO CONSTRUCTION OF THE VERTICAL ELEMENT INCLUDING, BUT NOT LIMITED TO, LIGHT POLE BASES AND TRAFFIC SIGNAL STANDARDS. 15. REFER TO HORIZONTAL CONTROL PLAN FOR SITE DIMENSIONS. 0 0 m W J m I 3 0 W In W a 00 0 00 zz W 2 a 0 0 `1 2 z z W m z 0 z W z z 0 Z N W z W SITE DATA PARCEL ZONING: SITE AREA: BUILDING AREA: CA - COMMERCIAL ARTERIAL 0.85 ACRES 7,793 SF PARKING DATA REQUIRED PARKING REQUIRED RATIO: 5.0/1000 SF BUILDING AREA REQUIRED STALLS: 40 SPACES STANDARD STALLS: 37 COMPACT STALLS: 10 ACCESSIBLE STALLS: 2 TOTAL STALLS: 49 *25% INCREASE IN MAXIMUM PARKING ALLOWED PER RMC 4-4-080.10.c STALL DIMENSIONS STANDARD STALL: 9'X20' COMPACT STALL: 8.5'X16' *WHERE ADJACENT TO LANDSCAPING PARKING STALLS UTILIZE A '2' OVERHANG AS PART OF THE TOTAL LENGTH PER RMC 4-4-080.8.e D � cc 1505 Westlake Ave. N. Suite 305 Seattle, WA 98109 T (206) 522-9510 F (206)522-8344 WWW. PAcLAND.COM ZONING DATA 0a1:nM113 MINIMUM FRONT YARD 15' (MAY BE REDUCED TO 0' WITH VARIANCE) MAXIMUM FRONT YARD 20' MINIMUM SIDE YARD ALONG STREET 15' MAXIMUM SIDE YARD ALONG STREET 20' MINIMUM FREEWAY FRONTAGE SETBACK 10' MINIMUM REAR YARD IF ABUTS RESIDENTIAL 15' MINIMUM SIDE YARD IF ADJACENT TO RESI. 15' LANDSCAPE DATA LANDSCAPING REQUIREMENTS: STREET FRONTAGE 10' SIGHT OBSCURING BARRIER WHEN ABUTTING RESIDENTIAL ZONE 15' MINIMUM INTERIOR LANDSCAPE AREA PER PARKING SPACE 15 SF MINIMUM INTERIOR LANDSCAPE AREA 735 SF INTERIOR LANDSCAPE AREA 1,982 SF PERIMETER LANDSCAPING 8,733 SF *AREAS BASED ON PARCEL AFTER R/W DEDICATION i i CONSTRUCTION KEY NOTES 4 OA CEMENT CONCRETE TRAFFIC CURB C-8.o 4 © CEMENT CONCRETE TRAFFIC CURB AND GUTTER C-8.0 4 © DEPRESSED CEMENT CONCRETE TRAFFIC CURB AND GUTTER C-8.o 4 O PRECAST CONCRETE WHEEL STOP C-8.1 5 OE CEMENT CONCRETE DRIVEWAY -TYPE C26 c-S.o 2 CEMENT CONCRETE SIDEWALK (ON -SITE) c-8.o 6 ©CEMENT CONCRETE SIDEWALK (OFF -SITE) C-8.o 1 O ASPHALT SIDEWALK TRANSITION c-S.0 PERPENDICULAR CURB RAMP WITH 2' DETECTABLE WARNING SURFACE ADA STALL W/ SIGN. SLOPE IN ADA STALLS AND LANDING AREAS SHALL BE NOT MORE THAN 2% IN ANY DIRECTION. STOP BAR, 12"-WIDE, WHITE 3 © STOP SIGN C-8.0 cj A A c c�' SURVEYED: - _ 2 WRH DESIGNED: LRR A 48855 DRAWN: dos �CMD `�GI STEg�� ly�� �SSI ANAL C,1 CHECKED: WFF NO. REVISION BY DATE APPR APPROVED: I f6" CED I S II I 18 FIR IN 10 FIR D N j� R* �. 18 FI I R 18" FIR 18" FIR I 1- " W 18 FIR 18 FIR l'•". ..•„, � W 18 FIR I '/ 7;7P - - W 125 FIR .W .WLL Wy�W W W W. LL y 22" FIR cu: CONC i \ rl I1STE RIGHT -TURN ONLY SIGN (BELOW STOP SIGN) DIAGONAL STRIPING @ 45°, 2' ON CENTER OO FUTURE CROSS -ACCESS CONNECTION © TRASH ENCLOSURE (COVERED), SEE ARCH PLANS ®PYLON SIGN ® RETAINING WALL (MESA BLOCK WALL OR EQUIVALENT), < 4'-HIGH, INSTALL 42" FALL PROTECTION FENCE WHERE WALL HEIGHT IS GREATER THAN 30", SEE SHEET C-2.0 FOR WALL HEIGHTS 6'-HIGH CHAIN LINK FENCE PER RMC 4-4-070.H.3, BLACK VINYL COATED 1 OT BIKE RACK c-8.2 2 @ BENCH C-8.2 3 OV PLANTER WC-8.2 O INSPECTION PORT COLLAR, SEE SHEET C-2.0 SCALE: AS SHOWN ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERTICAL: NAVD 1988 HORIZONTAL- NAD 1983/1991 DATU M ENGINEER'S RECORD DRAWING CERTIFICATION SEE SHEET CV-1.0 FOR SIGNED ENGINEER'S RECORD DRAWING CERTIFICATION NOTE CITY OF RENTON Planning/Building/Public Works Dept. Know what's below. Call before you dig. 5. 0' 'U ET POWER EASEMENT ;E N0. 8404020320 GRAPHIC SCALE 10 20 40 ( IN FEET ) 1 inch = 20 ft. LEGEND 1 STANDARD DUTY ASPHALT C-8.o 3 STANDARD DUTY CONCRETE PAVEMENT C-8.0 2,6 CONCRETE SIDEWALK PAVEMENT C-8.o 5 C-8.0 DRIVEWAY CONCRETE PAVEMENT LANDSCAPED AREA 4 c-S.o CEMENT CONCRETE CURB AND GUTTER PROPERTY LINE RETAINING WALL (< 4'-HIGH) SIGN LIGHT POLE NUMBER OF PARKING STALLS PER ROW TREE (REFER TO LANDSCAPE PLANS) O 0 0 O 0 AL R-398807 IN COMPLIANCE WITH CITY OF RENTON STANDARDS RENTON DENTAL ARTS 17816 108TH AVE SE RECORD DRAWINGS SITE PLAN U I- Q J I- z W DATE: p 04/12/2019 FIELDBOOK: z PAGE: O DRAWING NO: I- C - 1 .1 z SHEEI P: OF: W 07 27 Er