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HomeMy WebLinkAboutR-394707NE1/4OFS321T23N, R 5 E It SITE NOTES C'? 1. ALL WORK AND MATERIALS SHALL COMPLY WITH ALL CITY/COUNTY REGULATIONS AND CODES AND O.S.H.A. STANDARDS. �O 2. 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 1 /16/2015. THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING FIELD CONDITIONS LJJ 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. 3. CAUTION - NOTICE TO CONTRACTOR THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING UTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITIES, AND WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR MUST CALL THE APPROPRIATE UTILITY COMPANY AT LEAST 48 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATION OF UTILITIES. IT SHALL BE 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. DIMENSIONS SHOWN REFER TO FACE OF CURB, FACE OF BUILDING OR TO THE CENTERLINE OF PAVEMENT STRIPING, UNLESS OTHERWISE NOTED. 6. ALL PAVED PARKING LOT AREAS WITHIN THE LIMITS OF IMPROVEMENTS SHALL BE STANDARD DUTY PAVEMENT UNLESS OTHERWISE NOTED. 7. CONTRACTOR SHALL PROVIDE A TEMPORARY TRAFFIC CONTROL PLAN FOR THE CITY ENGINEER'S APPROVAL PRIOR TO ANY WORK WITHIN THE CITY RIGHT-OF-WAY. 8. REFER TO BOUNDARY SURVEY FOR LEGAL DESCRIPTION, DIMENSIONS OF PROPERTY LINES, BASIS OF BEARINGS & BENCHMARK INFORMATION. 9. ALL ON -SITE PAINTED STRIPING SHALL BE DOUBLE COATED. SEPARATE COATS SHALL BE APPLIED NO SOONER THAN 4 HOURS APART. (CONTRACTOR TO REFER TO PROJECT SPECIFICATIONS FOR ADDITIONAL PAVING MARKING REQUIREMENTS.) 10. PARKING LOT STRIPING SHALL BE WHITE, 4" WIDTH, & DOUBLE COATED, UNLESS OTHERWISE NOTED. 11. ALL DISTURBED AREAS ARE TO RECEIVE FOUR INCHES OF TOPSOIL, SEED, MULCH AND WATER UNTIL A HEALTHY STAND OF GRASS IS ESTABLISHED. 12. ALL ISLANDS WITH CURB AND GUTTER SHALL BE LANDSCAPED. 13. EXISTING STRUCTURES WITHIN CONSTRUCTION LIMITS ARE TO BE ABANDONED, REMOVED OR RELOCATED AS NECESSARY. ALL COST SHALL BE INCLUDED IN BASE BID. 14. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL RELOCATIONS, INCLUDING BUT NOT LIMITED TO, ALL UTILITIES, STORM DRAINAGE, SIGNS, TRAFFIC SIGNALS & POLES, ETC. AS REQUIRED. ALL WORK SHALL BE IN ACCORDANCE WITH GOVERNING AUTHORITIES SPECIFICATIONS AND SHALL BE APPROVED BY SUCH. ALL COST SHALL BE INCLUDED IN BASE BID. 15. 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. 16. 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. 17. REFER TO HORIZONTAL CONTROL PLAN FOR SITE DIMENSIONS. SITE DATA ZONING DATA PARCEL ZONING: CA - COMMERCIAL ARTERIAL SETBACKS: MINIMUM FRONT YARD 15' MAXIMUM FRONT YARD 20' MINIMUM SIDE YARD ALONG STREET 15' BUILDING DATA MAXIMUM SIDE YARD ALONG STREET 20' FIRESTONE AREA: 8,261 SF MINIMUM FREEWAY FRONTAGE SETBACK 10' MINIMUM REAR YARD IF ABUTS RESIDENTIAL 15' MINIMUM SIDE YARD IF ADJACENT TO RESI. 15' PARKING DATA LANDSCAPE DATA REQUIRED PARKING LANDSCAPING REQUIREMENTS: REQUIRED RATIO: 2.5/1000 SF BUILDING AREA STREET FRONTAGE 10' REQUIRED STALLS: 21 SPACES SIGHT OBSCURING BARRIER WHEN ABUTTING RESIDENTIAL ZONE 15' PROVIDED PARKING MINIMUM INTERIOR LANDSCAPE AREA PER W STANDARD STALLS: 23 PARKING SPACE 15 SF ACCESSIBLE STALLS: 1 MINIMUM INTERIOR LANDSCAPE AREA 360 SF TOTAL STALLS: 24 ca *25% INCREASE IN MAXIMUM PARKING ALLOWED PER RMC PARKING LOT LANDSCAPING 771 SF 3 4-4-080.10.c PERIMETER LANDSCAPING 9,047 SF *AREAS BASED ON PARCEL AFTER R/W DEDICATION STALL DIMENSIONS STANDARD STALL: 9'X20' *WHERE ADJACENT TO LANDSCAPING PARKING STALLS UTILIZE A '2' OVERHANG AS PART OF THE TOTAL LENGTH PER RMC 4-4-080.8.e / 5" • \\ • • N 1505 Westlake Ave. N. T (206) 522-9510 w Suite 305 F (206) 522-8344 �SSIONAL E��l W Seattle, WA 98109 WWW.PAcLAND.COM �I LO CV V) Q H 0 i ❑ ° F J C q S M N - ..I-. Q - - `- - -- -... .W.. W- ..: . `.. .. . AVAN ::.. ...k....: o e.{.. ♦ F ♦ - -WI R d $ d A y . - S • - ♦IW W - - - L ..'. I- H d 8 G NIO dO! a JNIJI M ON d - d v d T•d d WIW-. Xj- �I - V H X firestone Y I P ekes ,> C�0[�t]pdC4C LaM40 C�LaG3C' a s° W. WW W. 8,261 SIP . L d O e O `C ` X FIFE 401.00- A - �- W a 8' ry _5..3; .W --�•� CLEAR SPACE 41.10 •SM-8-'TO• vE' .`2 FOR PEDESTRIANSWW .-W.W. ` `.. .- �- .-- •.-.- CONSTRUCTION KEY NOTES 5 OA CEMENT CONCRETE TRAFFIC CURB c-8.o © TRASH ENCLOSURE, SEE ARCH PLANS 2,3 © ADA STALL W/ SIGN. SLOPE IN ADA STALLS AND LANDING C-8.1 AREAS SHALL BE NOT MORE THAN 2% IN ANY DIRECTION. OD STOP BAR OE NO PARKING -LOADING ZONE 1 OF STANDARD DUTY ASPHALT c-8.o 3 © STANDARD CONCRETE PAVEMENT c-8.o 2 OH CEMENT CONCRETE SIDEWALK (ON -SITE) c-8.o OI ASPHALT SIDEWALK TRANSITION OJ FIRESTONE SIGN, MONUMENT BASE AND POWER BY CONTRACTOR, SIGN PROVIDED BY BSRO SIGN VENDOR 5 OK CEMENT CONCRETE TRAFFIC CURB AND GUTTER C-8.0 1 c-8.1 © CEMENT CONCRETE VALLEY GUTTER 1 OM c-8.2 STOP SIGN 1 ON RIGHT -TURN ONLY SIGN c-8.2 0 RETAINING WALL (MESA BLOCK WALL OR EQUIVALENT), < 4'-HIGH, INSTALL 48"-HIGH FALL PROTECTION FENCE WHERE WALL HEIGHT IS GREATER THAN 30", SEE SHEET C-2.0 FOR WALL HEIGHTS 4 © BIKE RACK (2 SPACES) c-8.1 ® CROSS -ACCESS CONNECTION 6 ® CEMENT CONCRETE DRIVEWAY - TYPE C213 c-8.o OS 6'-HIGH CHAIN LINK FENCE PER RMC 4-4-070.H.3, BLACK VINYL COATED OT PERPENDICULAR CURB RAMP WITH 2' DETECTABLE WARNING SURFACE OU DIAGONAL STRIPING @ 45°, 2' ON CENTER 5 OV CEMENT CONCRETE SIDEWALK (OFF -SITE) c-8.1 2 OW BENCH C-8.1 3 c-8.1 OX PLANTER A A RA��I SURVEYED: WRH DESIGNED: LRR 48855 DRAWN: o ��GISTEg��4 CMD ��SSIONAL E�� CHECKED: WFF NO. REVISION BY DATE APPR APPROVED: OY STAIR, 7" RISE, 12" RUN ENGINEER'S RECORD SCALE: AS SHOWN ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERTICAL: NAVD 1988 HORIZONTAL- NAD 1983/1991 DATU M GRAPHIC SCALE 20 0 10 20 40 ( IN FEET ) 1 inch = 20 ft. LEGEND 1 STANDARD DUTY ASPHALT C-8.o 3STANDARD DUTY CONCRETE PAVEMENT C-8.o 2 CONCRETE SIDEWALK PAVEMENT C-8.o 6 DRIVEWAY CONCRETE PAVEMENT 0 LANDSCAPED AREA CONCRETE CURB PROPERTY LINE RETAINING WALL FENCE SIGN DRAWING CERTIFICATION SEE SHEET CV-1.0 FOR SIGNED ENGINEER'S RECORD DRAWING CERTIFICATION NOTE CITY OF RENTON Planning/Building/Public Works Dept. 15' Know what's below. Call before you dig. O� m x AL LIGHT POLE -0 NUMBER OF PARKING STALLS PER ROW XX DIRECTIONAL PAVEMENT MARKINGS ~ IN COMPLIANCE WITH CITY OF RENTON STANDARDS RENTON FIRESTONE 17808 108TH AVE SE RECORD DRAWINGS SITE PLAN U N 0000 0 O Cfl T Q J 0000 co O T r2 W z O W W DATE: LL 02/21/2019 FIELDBOOK: z PAGE: O DRAWING NO: I-- C-1 .1 z I SHEET: OF: W 7 18 Ir R-394707