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HomeMy WebLinkAboutR-397717d' 0 5 ti r CD Y4" CHAMFER CORNERS OF CURB 8a_2aa 12» 3®24" 16" ,-a ;T I- -F 4-d lil R1111 2% (2) #4 HORIZ STD HOOKS @ CO n l #4 VERT, TYP G #4@8"EW a a TRASH ENCLOSURE PAD DETAIL 12 1 /2"=1 '-0" - 12$$ 8'-2" nln /--�l 2 - DRIVEWAY � � ENTRANCE SEE e D2 �- MATCH DRIVEWAY ENTRANCE ELEVATION SEE eD NOTE: CONTRACTOR TO COORDINATE TRASH ENCLOSURE CONSTRUCTION WITH CMU WALL AND GATE POST CONSTRUCTION BY B&B GROUNDS MAINTENANCE, BART KOOYMAN (206) 612-6023. I 2% #4 @ 8" EW 6" CONC CL 3000 3" CRUSHED SURFACING TOP COURSE SECTION iA1 1 /2"=1'-O" �gLES SC' WAS�JI� O W ti� 0 CALL 48 HOURS 33242 4' 4PPC TEg� t& BEFORE YOU DIG ��sSIONAL�� ,Z� 1-800-424-5555 REVISED TO CONFORM WITH CONSTRUCTION RECORDS DATEi 1/3/14 BYi ECS MATCH DRIVEWAY ENTRANCE ELEVATION - DRIVEWAY ENTRANCE, SEE(�MD2 10 I 1019 39TH AVENUE SE, SUITE 100 PUYALLUP, WASHINGTON 98374 T.253.604.6600 F.253.604.6799 TIB # 8-1-102(033)-1 www,parametrix.com 1 IRECORD DRAWINGS NO. I REVISION rm 12 F �-1 #4 DOWELS 8a„JJJJJJ to n VERT BARS - (2) #4 @ TOP OF CURB -� SECTION �'B1 1 /2aa=1 a-01$ _ SURVEYED: DESIGNED: C. SCHOTT DRAWN: J. BETZVOG ECS 1 3 14 CHECKED: BY DATE APPR 1 APPROVED: GENERAL NOTES: NOTES: 1. ALL CALLOUTS ARE TO THE FLOWLINE 0 CEMENT CONC SIDEWALK. SEE LEGEND FOR TYPE. 2. ALL SIDEWALK SHALL BE REMOVED TO CEMENT CONC TRAFFIC CURB AND GUTTER PER WSDOT STD PLAN THE NEAREST JOINT 0 F-10.12-02 0 CEMENT CONC PEDESTRIAN CURB PER WSDOT STD PLAN F-10.12-02 OCEMENT CONCRETE TYPE 41OC CURB, SEE 7 MD2 OCEMENT CONCRETE TRAFFIC CURB PER WSDOT STD PLAN F-10.12-02 ODECORATIVE CEMENT CONCRETE PAVEMENT TYPE C PRECAST TRAFFIC CURB CEMENT CONC CURB RAMP TYPE PARALLEL A PER WSDOT STD PLAN F-40.12-01 0 CEMENT CONC CURB RAMP TYPE SINGLE DIRECTION A PER WSDOT STD PLAN F-40.16-01 10 CEMENT CONC CURB RAMP TYPE COMBINATION PER WSDOT STD PLAN F-40.14-01 GREGRADE YARD AT NST 3(HORIZ): 1(VERT) TO MATCH EXISTING 12 CMU WALL TO BE CONSTRUCTED BY OTHERS 13 GATE POST TO BE CONSTRUCTED BY OTHERS THIS DRAWING HAS BEEN REVISED TO REFLECT INFORMATION PROVIDED BY THE CONSTRUCTION CONTRACTOR, OBSERVING ENGINEER, AND PROJECT ENGINEER DEFINING KNOWN DIFFERENCES BETWEEN THE FACILITIES SHOWN ON THE ORIGINAL CONSTRUCTION DOCUMENTS TO THOSE CONSTRUCTED. THE INFORMATION PROVIDED ON THESE RECORDS, HAS BEEN ASSUMED TO BE CORRECT AND HAS NOT BEEN VERIFIED BY THE ENGINEER, WHO IS UNDER NO OBLIGATION OR DUTY TO VERIFY SUCH ACCURACY AND/OR COMPLETENESS. SAID ENGINEER, BY PLACING HER/HIS PROFESSIONAL SEAL ON THIS DRAWING, HAS REVIEWED THE REVISION(S) TO VERIFY THAT THE CHANGES AS DEFINED BY THESE RECORDS DO NOT APPEAR TO BE ADVERSE TO THE PLANNED USE AND/OR INTENT OF THE ORIGINAL DESIGN. THERE IS NO WARRANTY HEREIN FOR THE ACCURACY OF THE CHANGES SHOWN, NOR ASSURANCE THAT ALL DIFFERENCES TO THE ORIGINAL DRAWING HAVE BEEN IDENTIFIED. SCALE: DATE: HORIZONTAL: NAD 1983/1991 .► NE 3rd / 4th CORRIDOR IMPROVEMENTS 8/8/12 As SHOWN .. ,: CITY ®F PHASE 1 INTERSECTION IMPROVEMENTS 00K: RENTON PPAGE:AGE: ONE INCH DAT�_!M Planning/Buildin /Public Works Dept. DRAWING NO: I AT FULL SCALE -- Approved For Construction MISCELLANEOUS DETAILS - SHEET 5 M D4 IF NOT ONE INCH SCALE ACCORDINGLY Robert M. Hanson P.E. Date SHEET: 17 OF, m m m Now- NO