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Home My WebLink AboutR-386301Cn 7 DESCRIPTION LIMITS OF WORK PROPERTY LINE EASEMENT LINE CATCH BASIN INSERT SEDIMENT CATCHMENT AREA SAND BAG BARRIER CENTERLINE FACE OF STRUCTURE ABOVE GRADE FACE OF STRUCTURE BELOW GRADE GRADE BREAK MAJOR GRADING ELEVATION CONTOUR MINOR GRADING ELEVATION CONTOUR STORM DRAIN PERFORATED STORM DRAIN CAPPED OR PLUGGED END CATCH BASIN CLEANOUT MANHOLE TRENCH DRAIN WATER LINE REDUCER WATER METER TRAFFIC CONTROL SIGN LEGEND SYMBOL 0000 ------------------- 49 8" SD 18" PERF SD 1 DESCRIPTION SYMBOL COORDINATE POINT N 19433,544.34 E 294549789.02 GRADING 19546.00 SPOT ELEVATION OF STATE HIGHWAY AND GRADING EXISTING (11546.00) SPOT ELEVATION OUTSIDE DIAMETER GRADING SPOT N 114332544.34 ELEVATION WITH E 29454,789.02 COORDINATE EL = 544.25 CONCRETE WALK a., e C CONCRETE PAVEMENT ASPHALT PAVEMENT RETAINING WALL DEMOLITON LEGEND DESCRIPTION I TEM TO BE REMOVED ITEM TO REMAIN CAP UTILITY, SEE SITE DEMOLITION REMOVE EXISTING ASPHALT PAVEMENT REMOVE EXISTING CONCRETE PAVEMENT ABBREVIATIONS AASHTO AMERICAN ASSOCIATION DET DETAI L OC ON CENTER SH1.01 OF STATE HIGHWAY AND DETN DETENTION OD OUTSIDE DIAMETER SH3.01 TRANSPORTATION OFFICIALS DI DUCTILE IRON OPNG OPENING ACI AMERICAN CONCRETE INSTITUTE DIA DIAMETER OPP OPPOSITE (HAND) AI SC AMERICAN INSTITUTE OF STEEL DI AG DIAGONAL OPT OPTION (-AL) CONSTRUCTION DICA DRILLED -IN CONCRETE ANCHOR ORIG ORIGINAL AISI AFRICAN IRON AND STEEL DIM DIMENSION OWS OIL/WATER SEPARATOR I NSTI TUTE DI R DI RECTI ON ANSI AFRICAN NATIONAL STANDARDS DS DOWNSPOUT PC POINT OF CURVATURE INSTITUTE DWG DRAWING PCC POINT OF COMPED CURVATURE APWA AFRICAN PUBLIC WORKS DWL DOWEL PED PEDESTRIAN ASSOCIATION PERF PERFORATED ASTM AMERICAN SOCIETY FOR TESTING E EAST, ELECTRICAL PERP PERPENDICULAR AND MATERIALS EA EACH PI POINT OF INTERSECTION AWPA AMERICAN WOOD PRODUCTS EJ EXPANSION JOINT PI V POST INDICATOR VALVE ASSOCIATION EL ELEVATION PL PROPERTY LINE AWWA AFRICAN WATER WORKS ELEC ELECTRICAL PLC PLACE ASSOCIATION EMBED EMBED (-DED, -HENT) PRC POINT OF REVERSE CURVATURE NEC NATIONAL ELECTRICAL CODE ENGR ENGINEER PSF POUNDS PER SQUARE FOOT WABO WASHINGTON ASSOCIATION OF EPV ELEC POWER VEHICLE PSI POUNDS PER SQUARE INCH BUILDING OFFICIALS EQ EQUAL PT POINT OF TANGENCY EQUIP EQUIPMENT PVC POLYVINYL CHLORIDE & AND EW EACH WAY PVMT PAVEMENT Q AT EXI ST EXISTING A DEFLECTION ANGLE EXP EXPANSION R RADI US ° DEGREE EXT EXTERIOR RCMD RECOMMEND (-ED) 0 DIAMETER RCP REINFORCED CONCRETE PIPE NUMBER FD FLOOR DRAIN, FOUNDATION RED REDUCER DRAIN REF REFER (-ENCE) ABAN ABANDON (-ED) FDC FIRE DEPARTMENT CONNECTION REINF REINFORCE (-D,-MENT), ABC AGGREGATE BASE COURSE FDN FOUNDATION REINFORCING AC ASBESTOS CEMENT, FH FI RE HYDRANT REQD REQUI RED ASPHALT CONCRETE FIN FINISH (-ED) RET RETAINING AD AREA DRAIN FL FLANGE, FLOOR, FLOWLINE REV REVISION ADD ALT ADDITIVE ALTERNATE FM FORCE MAIN RIM RIM ELEVATION ADDL ADDITIONAL FT FOOT, FEET RJ RESTRAINED JOINT ADJ ADJACENT, FTG FOOTING ROW RIGHT-OF-WAY ADJUST (-ED, -MENT, -ABLE) RT RI GHT AGGR AGGREGATE G GAS, GUTTER RW RETAINING WALL ALT ALTERNATE, ALTERNATIVE GA GAGE, GAUGE APPD APPROVED GAL GALLON S SLOPE, SOUTH APPROX APPROXIMATE (-LY) GALV GALVANIZE (-D) SCHED SCHEDULE ARCH ARCHITECT (-URAL) GB GRADE BREAK SD STORM DRAIN ASSY ASSEMBLY GEN GENERAL SDMH STORM DRAIN MANHOLE ATB ASPHALT TREATED BASE GPM GALLONS PER MINUTE SE SOUTHEAST GV GATE VALVE SECT SECTION BLDG BUILDING SED SEDIMENTATION BLK BLOCKING H HORIZONTAL SF SQUARE FEET BM BEAM, BENCH MARK HDPE HI GH DENSI TY POLYETHYLENE SHT SHEET BOC BACK OF CURB HH HANDHOLD SIM SIMILAR BOT BOTTOM HORIZ HORIZONTAL SOG SLAB ON GRADE BW BOTTOM OF WALL HP HI GH POI NT SPC SPACE BRG BEARING HT HEI GHT SPEC SPECIFICATION BSMT BASEMENT HTB HORIZONTAL THRUST BLOCK SS SANITARY SEWER BTWN BETWEEN HYD HYDRANT SSMH SANITARY SEWER MANHOLE SSFM SANITARY SEWER FORCE MAIN C&G CURB AND GUTTER ID INSIDE DIAMETER STA STATION CANT CANTILEVER IE INVERT ELEVATION STD STANDARD CART CARTRIDGES INCL INCLUDE (-D), INCLUDING STF STORMFI LTER CB CATCH BASIN INFO INFORMATION STRUC STRUCTURAL, STRUCTURE CC CENTER TO CENTER INT INTERIOR, INTERSECTION SV STORM VAULT CF CURB FACE INV INVERT SW SOUTHWEST CDF CONTROLLED DENSITY FILL IRR IRRIGATION SYM SYMMETRICAL CFS CLIC FEET PER SECOND CI CAST IRON JT JOINT TB THRUST BLOCK CI P CAST -IN-PLACE TC TOP OF CURB CJ CONSTRUCTION JOINT LAT LATERAL TE TOP ELEVATION CL CENTERLINE LB POUND TEMP TEMPORARY CLR CLEAR (-ANCE) LF LINEAL FEET TESC TEMPORARY EROSION AND CMP CORRUGATED METAL PIPE LOC LOCATE (-D), LOCATION SEDIMENTATION CONTROL CNR CORDER LP LOW POINT TOC TOP OF CONCRETE CO CLEAN OUT LT LEFT TOF TOP OF FOOTING COL COLUMN TW TOP OF WALL COR CITY OF RENTON MATL MATERIAL TR TOP OF RAMP COMB COMBINATION MAX MAXIMUM TYP TYPICAL CONI COMMUNICATION MECH MECHANICAL CONC CONCRETE MER MANUFACTURER UNO UNLESS NOTED OTHIERWISE COND CONDUIT, CONDITION F MANHOLE UTIL UTILITY CONI CONNECT (-ION) MIC MONUMENT IN CASE CONST CONSTRUCTION MIN MINIMUM V VERTICAL CONT CONTINUATION, CONTINUE, MISC MISCELLANEOUS VAC VACUUM CONTINUOUS MJ MECHANICAL JOINT VDM VERTICAL DRAINAGE MATERIAL CONTR CONTRACTOR ML MATCHLINE VERT VERTICAL COORD COORDINATE, COORDINATION MON MONUMENT VOL VOLUME CORP CORPORATION MSE MECHANICALLY STABILIZED EARTH CP CENTER POINT MUTCD MANUAL ON UNIFORM TRAFFIC W WATER, WEST CTB CEMENT TREATED BASE CONTROL DEVICES W/ WITH CTR CENTER WP WORK POINT CU CUBIC N NORTH WPJ WEAKENED PLANE JOINT CULV CULVERT NE NORTHEAST WSDOT WASHINGTON STATE DEPARTMENT CV CHECK VALVE NIC NOT IN CONTRACT OF TRANSPORTATION NOM NOMINAL WT WEIGHT DEG DEGREE NTS NOT TO SCALE DEMO DEMOLISH, DEMOLITION NW NORTHWEST YR YEAR DEPT DEPARTMENT 2 i 3 GENERAL NOTES 1. WORK SHALL CONFORM TO THE CITY OF RENTON STANDARD PLANS FOR ROAD, BRIDGE AND MUNICIPAL CONSTRUCTION, LATEST EDITION. A COPY OF THIS DOCUMENT SHALL BE ON SITE DURING CONSTRUCTION. 2. EXISTING CONDITIONS SHOWN ARE PER THE PROJECT SITE SURVEY PROVIDED BY BUSH, ROED & HITCHINGS, INC. DATED 05/05/15. TIE CONTRACTOR SHALL VERIFY THE EXISTING CONDITIONS PRIOR TO COMMENCEMENT OF CONSTRUCTION ACTIVITIES. 3. THE LIMITS OF WORK INDICATED ON THE CIVIL DRAWINGS APPLY TO THE SITE AND UTILITY WORK AS SHOWN ON THE CIVIL DRAWINGS. THERE MAY BE WORK OUTSIDE OF THE LIMITS OF WORK INDICATED BY OTHER DISCIPLINES OR TRADES. 4. SEE THE CIVIL DRAWINGS FOR CIVIL LIMITS OF WORK. UNDER NO CIRCUMSTANCES SHALL WORK BE DONE OUTSIDE THE LIMITS OF WORK UNLESS INDICATED, WITHOUT ARCHITECT'S APPROVAL. ANY WORK DONE IN AREA ADJACENT TO THE LIMITS OF WORK SHALL BE CARRIED OUT ON THE PROJECT SITE ONLY. 5. HORIZONTAL DATUM: NAD -83/91 BASIS OF BEARING: BETWEEN CITY OF RENTON MONUMENT ID* 370 & CITY OF RENTON MONUMENT ID* 22 (N86 °48'19'0 MONUMENT ID* 370 OWNER: CITY OF RENTON DESCRIPTION: 3/8 IN CU PLUG ON CONC. MON. IN CASE DN 1.6' LOCATION: INTERSECTION OF 6TH AVE N AND RIVERSIDE DR. NORTHING: 182500.89 EASTING: 1299535.15 MONUMENT ID* 22 OWNER: CITY OF RENTON DESCRIPTION: 1-1/2 IN BRASS DISC W/PUNCH ON CONC. MON. IN CASE, DN. 0.6' LOCATION: IN A MONUMENT CASE IN THE CONSTRUCTED CENTERLINE OF BURNETT AVE. N. APPROX. 5' SOUTHERLY OF THE CONSTRUCTED INTERSECTION OF N 6TH ST. & BURNETT AVE. N. NORTHING: 182576.29 EASTING: 1300886.01 VERTICAL DATUM: NAVD-88 6. THE CONTRACTOR SHALL CONTACT THE UTILITY NOTIFICATION CENTER (1-800-424-5555) PRIOR TO START OF ANY WORK. THE CONTRACTOR SHALL ALSO BE RESPONSIBLE FOR OBTAINING THE SERVICES OF A PROFESSIONAL UNDERGROUND UTILITY LOCATION SERVICE TO LOCATE AND MAINTAIN MARKINGS THAT INDICATE LOCATIONS OF UNDERGROUND UTILITIES IN THE CONSTRUCTION AREA. DRAWING LIST SHEET SHEET TITLE C1.01 GENERAL RTES, LEGEND, ABBREVIATIONS AND DRAWING LIST C1.02 NOTES C1.03 CITY OF RENTON STANDARD NOTES C2.01 TEMPORARY EROSION AND SEDIMENTATION CONTROL PLAN C2.11 SITE DEMOLITION PLAN C2.21 SITE AND PAVING PLAN C2.22 SITE AND PAVING PLAN C2.31 GRADING PLAN C2.41 STORM DRAIN PLAN C2.51 FOUNDATION DRAINAGE PLAN C2.61 WET UTILITIES PIAN C3.01 SECTIONS AND DETAILS C3.02 SECTIONS AND DETAILS C3.03 SECTIONS AND DETAILS C3.04 SECTIONS AND DETAILS C3.05 SECTIONS AND DETAILS C3.07 STANDARD DETAILS C3.06 STANDARD DETAILS C3.09 STANDARD DETAILS SH1.01 SHORING NOTES SH1.02 SHORING NOTES SH2.01 SHORING PLAN SH3.01 SHORING PROFILES SH4.01 SECTIONS AND DETAILS SH5.01 SHORING SCHEDULE 3 D. 29564 �ssroNAL s� fD� PERMIT DRAWNGS Drawing Title GENERAL NOTES, LEGEND, AMNEWATXW6 AND DRAW NG LIST Drawing scales indicated apply to 30" x 42" drawing sheets. Scale may not be accurate if drawing plots are less than this size. Revisions Number Description Date Permit 9/25/2015 1 Revisions R.386301 Drawn by TDY Checked by .SDH IN COMPLIANCE, WrM CM, OF:Date 9IM2015 Project No BY: D'�p 212033 AR'E ....,-.=�: _.. :+ ..�......,..,.. Consultant Project No B DATE -- Owner Project No D1►'T' Drawing No BY: _C1 001 4 CD 2� 630/ n Z Z z O z �Z j� z Z 'p 00 C � m C° m Z I a �z M M n M 0 z � D M W n Z Z z O z rr� 00 C° m r c i� I a �z 1 n z � M W