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HomeMy WebLinkAboutT-404302Y Ld w z g a 00 L0 0 0 0 O N 0 00 0 3 0 z w 0 w J i U 0 U a) I C 0 a 0 L a C 0 0) 0 0 0 0 C U O L s 0 0 CD C 0 C 0 C L rl rl z 0 z w Of / ABBREVIATIONS LINETYPES WATER SYMBOLS SANITARY/STORM SEWER SYMBOLS SURFACE FEATURES/LANDSCAPING V AVE AVENUE AC ASBESTOS CEMENT PIPE EXISTING PROPOSED DESCRIPTION EXISTING PROPOSED DESCRIPTION EXISTING PROPOSED DESCRIPTION EXISTING PROPOSED DESCRIPTION ADJ ADJUST ALT ALTERNATE SURFACE FEATURES ® ® WATER METER STORM DRAIN MANHOLE/TYPE 2 ALUM ALUMINUM CATCH BASIN eue I BUS STOP ANSI AMERICAN NATIONAL STANDARDS INSTITUTE AP ANGLE POINT ASPHALT CURB ® WELL STORM DRAIN CATCH BASIN, CONCRETE MAIL BOX (NOTED) w ASPH ASPHALT WATER VAULT (SIZE VARIES) ] ❑ INLET, OR YARD/AREA DRAIN (ACTUAL Lu ASTM AMERICAN SOCIETY OF TESTING AND MATERIALS CURB &GUTTER DIMENSION SHOWN FOR PROPOSED) _lL SIGN z ASSY ASSEMBLY © WATER MANHOLE O 0 BF BLIND FLANGE ASPHALT PAVEMENT z OO ® SANITARY SEWER MANHOLE � TREE STUMP w BLDG BUILDING FIRE HYDRANT (3-NOZZLE) CLEAN OUT (SAN. SEWER OR STORM) RIP RAP z BLK BLOCK :. •.:::.•.:. .,.;•,: •::::_;:::,,;•..::...: :•.. ...,..... .:.•:.: ::,::•...::::.''. :.;..,::::,'.;'•.:': GRAVEL SURFACING O BO BLOW OFF m N GATE VALVE BOP BEGINNING OF PROJECT CONCRETE SURFACING COCCI ROCK WALL D BVCE BEGIN VERTICAL CURVE ELEVATION U) BCCs BEGIN VERTICAL CURVE STATION — — — — CEMENT CONC. SIDEWALK GAS/POWER/TELEPHONE SYMBOLS CHANNELIZATION SYMBOLS ® ® MODULAR BLOCK WALL 0 CTR CENTER CAP CORRUGATED ALUMINUM PIPE — — — SIDEWALK BY OTHERS ® SEGMENTAL BLOCK WALL 1� CB CATCH BASIN — EXISTING PROPOSED DESCRIPTION EXISTING PROPOSED DESCRIPTION CI CAST IRON n n n n GUARD RAIL SHRUB CLR CLEARANCE � CENTER LINE ® GAS METER LANE CONTROL ARROWS C' CMP CORRUGATED METAL PIPE X X FENCE/RAILING (TYPE AS NOTED) Lq GAS VALVE TREE (CONIFER) CO CLEANOUT CONC CONDUIT x X FENCE WITH GATE �� �� ❑� PAD MOUNT TRANSFORMER TWO-WAY LEFT TURN TREE (DECIDUOUS) CONN CONNECTION SHRUB/TREE/VEGETATION LINE CONT CONTINUOUS © POWER VAULT (SIZE VARIES) COR CITY OF RENTON EDGE OF LANDSCAPING LEFT TURN ARROW CPEP CORRUGATED POLYETHYLENE PIPE o UTILITY POLE 0 CPLG COUPLING SILT FENCE c__ UTILITY POLE ANCHOR RIGHT TURN ARROW SHEET INDEX a CY CUBIC YARD 3 p� CONT CONTINUED ® UTILITY PEDESTAL CL CLASS SHEET NO. DESCRIPTION SHEET NO. DESCRIPTION SHEET NO. DESCRIPTION o Q CIF CUBIC FEET CFS CUBIC FEET PER SECOND 0 TELEPHONE VAULT (SIZE VARIES) COVER -- 24/RD-10 ROADWAY DETAILS 64/TC-1 TRAFFIC CONTROL PLAN DC DEGREE OF CURVATURE LEGEND -ABBREVIATIONS, LINE TYPES a DI DUCTILE IRON --------- RIGHT-OF-WAY LINE 1/G-1 AND SYMBOLS 25/RD-11 ROADWAY DETAILS 65/TC-2 TRAFFIC CONTROL PLAN DA DIAMETER SURVEY SYMBOLS 2/G-2 SURVEY CONTROL 26/RD-12 ROADWAY DETAILS 66/TC-3 TRAFFIC CONTROL PLAN a DOT DEPARTMENT OF TRANSPORTATION — - - — - - — - - — PROPOSED R-O-W (BY OTHERS) w DIM DIMENSION EXISTINPROPOSEDESCRIPTION 3/G-3 CONTROL LIST & ALIGNMENT TABLE 27/RP-1 RAMP DETAILS 67/TC-4 TRAFFIC CONTROL PLAN a G D o DWGS DRAWING(S) — - — - — - — — CENTERLINE OF CONSTRUCTION/ 4/TE-1 SITE PREPARATION-TESC PLAN 28/RP-2 RAMP DETAILS 68/TC-5 TRAFFIC CONTROL PLAN DRAIN E EAST CENTERLINE OF RIGHT-OF-WAY CONTROL POINT 5/TE-2 SITE PREPARATION-TESC PLAN 29/RP-3 RAMP DETAILS 69/TC-6 TRAFFIC CONTROL PLAN z E.`s o EA EACH 30/RP-4 RAMP DETAILS 70/TC-7 TRAFFIC CONTROL PLAN U a EL ELEVATION -- PROPERTY LINE MONUMENT (IN CASE) 6/TE-3 SITE PREPARATION-TESC PLAN ` ` ELEC ELECTRICAL 31/RD-5 RAMP DETAILS .80 m a z EOA EDGE OF ASPHALT — — — PERMANENT EASEMENT LINE 0 MONUMENT (SURFACE) 7/TE-4 SITE PREPARATION-TESC PLAN 0 M g EDP END OF PROJECT B/TE-5 SITE PREPARATION-TESC PLAN 32/RP-6 RAMP DETAILS a On EVCE END VERTICAL CURVE ELEVATION TCE 1 TEMPORARY CONSTRUCTION EASEMENT BENCH MARK EVCS END VERTICAL CURVE STATION /T OU a N m 9 E-6 TESC DETAILS 33/CH-1 CHANNELIZATION PLAN EXIST EXISTING------10-- CONTOUR LINE ° BOUNDARY/PROPERTY CORNER 10/WP-1 WATER PLAN 34/CH-2 CHANNELIZATION PLAN d x FIG FIGURE CH-3 CHANNELIZATION PLAN o m u m FIN FINISHED ------------ ° IRON PIPE 11/WD-1 WATER DETAILS 35 / FL FLANGE SAWCUT LINE (APPROXIMATE LOCATION) 12/WD-2 WATER DETAILS 36/CH-4 CHANNELIZATION PLAN FT FEET SOIL BORING/TEST PIT GA GAUGEUTILITIS 13/WD-3 WATER DETAILS 37/CH-5 CHANNELIZATION PLAN z° GGALVANIZED 38/CH-6 CHANNELIZATION DETAILS GI GALVANIZED IRON OH OVERHEAD UTILITIES SIGNAL SYMBOLS 14/WD-4 WATER DETAILS GV GATE VALVE 15/RD-1 PAVING PLAN 39/CH-7 CHANNELIZATION DETAILS HDPE HIGH DENSITY POLYETHYLENE PIPE TS TS BURIED TRAFFIC SIGNAL CABLE ID INSIDE DIAMETER EXISTIN PROPOSED DESCRIPTION 15/RD-1A PAVING PLAN 40/CH-8 CHANNELIZATION DETAILS IE INVERT ELEVATION E BURIED ELECTRICAL SIGNAL POLE 16/RD-2 PAVING PLAN 41/CH-9 CHANNELIZATION DETAILS IN INCH T BURIED TELEPHONE/COMMUNICATIONS T� 17 RD-3 PAVING PLAN 42/CH-10 CHANNELIZATION DETAILS L LENGTH PEDESTRIAN CROSSING BEACON / 43/CH-11 CHANNELIZATION DETAILS LB POUND COM BURIED COMMUNICATIONS 18/RD-4 PAVING PLAN LF LINEAR FEET O SIGNAL LOOP 19/RD-5 PAVING PLAN 47/SIG-3 SIGNAL MODIFICATION DETAILS MAX MAXIMUM TV BURIED CABLE TELEVISION MFR MANUFACTURER ® SIGNAL CABINET 20/RD-6 TYPICAL STREET CROSS SECTION 48/SIG-4 SIGNAL MODIFICATION DETAILS MH MANHOLE FO BURIED FIBER-OPTIC LINE AND DETAILS 49/SIG-5 SIGNAL MODIFICAITON DETAILS MIN MINIMUM SIGNAL JUNCTION BOX 21/RD-7 DRIVEWAY PROFILES mi M SC MSC ANICAL JOINT JOINT TRENCH 22/RD-8 ROADWAY DETAILS 50/SIG-6 SIGNAL MODIFICATION DETAILS N NORTH G GAS MAIN (SIZE AS NOTED) 22A/RD-BA ROADWAY DETAILS 51/SIG-7 SIGNAL MODIFICATION DETAILS NO NUMBER 52/SIG-8 SIGNAL MODIFICATION DETAILS NTS NOT TO SCALE OC ON CENTER W yy WATER MAIN (SIZE AS NOTED) 22B/RD-8B ROADWAY DETAILS OD OUTSIDE DIAMETER GENERAL NOTES: 23/RD-9 ROADWAY DETAILS 53/SIG-9 SIGNAL MODIFICATION DETAILS OPL OLYMPIC PIPE LINE 54/SIG-10 SIGNAL MODIFICATION DETAILS PI POINT OF INTERSECTION 1. ALL MATERIALS AND WORKMANSHIP SHALL BE FURNISHED AND SUPPLIED IN ACCORDANCE WITH THE 2018 55/SIG-11 SIGNAL MODIFICATION DETAILS PP POWER POLE WASHINGTON STATE DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS FOR ROAD, BRIDGE AND PVI POINT OF VERTICAL INTERSECTION MUNICIPAL CONSTRUCTION AND CITY OF RENTON PUBLIC WORKS STANDARDS, AND THESE CONTRACT DOCUMENTS 56/SIG-12 SIGNAL MODIFICATION DETAILS PE PLAIN END S S S SANITARY SEWER MAIN (SIZE AS NOTED) UNLESS OTHERWISE SPECIFICALLY NOTED. 57/SIG-13 SIGNAL MODIFICATION DETAILS PERF PERFORATED SANITARY SEWER FORCE MAIN (� PVC POLYVINYL CHLORIDE FM AS NOTED) 2• THE CONTRACTOR SHALL BE RESPONSIBLE TO CONTACT AND COORDINATE WITH ALL UTILITY COMPANIES IN 58/SIG-14 SIGNAL MODIFICATION DETAILS z SIZE PVMT PAVEMENT ( ORDER TO ASSURE THAT ALL LINES, PIPES, POLES AND OTHER APPURTENANCES ARE PROPERLY LOCATED, PVT POINT OF VERTICAL TANGENT D D D STORM DRAIN (SIZE AS NOTED) SECURED, AND/OR PROTECTED. BURIED UTILITIES (WHERE KNOWN) ARE SHOWN IN THEIR APPROXIMATE 59/SIG-15 SIGNAL MODIFICATION DETAILS V PC POINT OF CURVATURE LOCATION. THE CONTRACTOR SHALL HAVE UTILITIES VERIFIED ON THE GROUND PRIOR TO ANY CONSTRUCTION. z Q 60/SIG-16 SIGNAL MODIFICATION DETAILS 0 IL PT POINT OF TANGENCY UNDERDRAIN (SIZE AS NOTED) NOTIFY THE UNDERGROUND UTILITIES LOCATE CENTER: CALL #811. z QTY QUANTITY 61/SIG-17 SIGNAL MODIFICATION DETAILS z RET RETAINING - CULVERT (SIZE & TYPE AS NOTED) 3. THE CONTRACTOR SHALL BE RESPONSIBLE TO CONTACT AND COORDINATE WITH OLYMPIC PIPE LINE (OPL) � W zi J RR RAILROAD DAMAGE PREVENTION SPECIALIST, SPENCER ROGERSON (206) 510-9303. REFERENCE PROJECT # TPR 10575. 62/SIG-18 SIGNAL MODIFICATION DETAILS O R RADIUS AN ORIENTATION MEETING IS REQUIRED PRIOR TO EXCAVATING WITHIN 100 FEET OF OPL FACILITIES AND OPL H 3 DITCH CENTERLINE/THALWEG 63/SIG-19 SIGNAL MODIFICATION DETAILS 0 co RED REDUCER DAMAGE PREVENTION SPECIALIST IS REQUIRED TO BE ONSITE WHEN EXCAVATING WITHIN 25 FEET OF OPL Z 2 REINF REINFORCE FACILITIES. Lu ? > >_ READ REQUIRED ORDER OF WORK 4. THE CONTRACTOR SHALL HAVE A COPY OF THESE PLANS, ANY ADDENDA, CHANGE ORDERS AND THE CONTRACT co RRIGHT-OF-WAY SPECIFICATIONS ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS. LL N M z Lu a R-O-W RIGHT-OF-WAY m a SL SLOPE 1. ATTEND PRECONSTRUCTION MEETING 5. THE CONTRACTOR SHALL PROMPTLY NOTIFY THE ENGINEER IN THE EVENT OR DISCOVERY OF UNSUITABLE SOILS O Lu m y S SOUTH OR HIGH GROUND WATER CONDITIONS OR DISCREPANCIES FROM THE PLANS. z a Lu SCH SCHEDULE 2. PROVIDE PUBLIC NOTICE TO ABUTTING PROPERTY OWNERS, SCHOOL DISTRICT, KING COUNTY o W z } SF SQUARE FEET METRO. 6. WHEREVER PLANS REFER TO "SAWCUT" OF ASPHALT CONCRETE PAVEMENT OR OIL MAT, OR CONCRETE 0 > Lu SHT SHEET SURFACE, THE CONTRACTOR SHALL PERFORM A "NEAT LINE CUT" PER SPECIFICATIONS. V 0 Q 0 SPECS SPECIFICATIONS 3. PROVIDE SUBMITTALS. 7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL TRAFFIC CONTROL IN ACCORDANCE WITH MUTCD. PRIOR Y z J SQ SQUARE STA STATION 4TO DISRUPTION OF ANY TRAFFIC, TRAFFIC CONTROL PLANS SHALL BE PREPARED AND SUBMITTED TO THE TOWN 0 CALL FOR LOCATESH. . STD STANDARD FOR APPROVAL. NO WORK SHALL COMMENCE UNTIL ALL APPROVED TRAFFIC CONTROL IS IN PLACE. z TB THRUST BLOCK 5. TAKE PRECONSTRUCTION PHOTOS. 8. PROTECTION OF THE ENVIRONMENT: NO CONSTRUCTION RELATED ACTIVITY SHALL CONTRIBUTE TO THE Lu TC TOP OF CURB DEGRADATION OF THE ENVIRONMENT, ALLOW MATERIAL TO ENTER SURFACE OR GROUND WATERS, OR ALLOW TEL TELEPHONE 6. INSTALL TEMPORARY EROSION CONTROL. PARTICULATE EMISSIONS TO THE ATMOSPHERE, WHICH EXCEED STATE OR FEDERAL STANDARDS. ANY ACTIONS TESC TEMPORARY EROSION AND SEDIMENT CONTROL THAT POTENTIALLY ALLOW A DISCHARGE TO STATE WATERS MUST HAVE PRIOR APPROVAL OF THE WASHINGTON T�404302 TTHRD HRU THRUGH 7. INSTALL UNDERGROUND UTILITIES (STORM, WATER, ELECTRICAL CONDUIT) AND FOUNDATIONS. STATE DEPARTMENT OF ECOLOGY.SHEET:/G-1 TYP TYPICAL 8. CONSTRUCT CURB RAMPS AND CEMENT CONCRETE FLATWORK. 9. SLOPES SHALL COMPLY WITH SECTIONS R303.2.1 OR R303.2.2 OR R303.2.3 OF THE REVISED DRAFT VERT VERTICAL GUIDELINES FOR ACCESSIBLE PUBLIC RIGHT-OF-WAY OF NOVEMBER 23, 2005 (PROWAG). 0 1" 2" OF: 70 W WEST 9. HMA WORK SHALL BE COMPLETED WITHIN 2 DAYS OF HMA PLANING. 10. ALL WORK MUST STAY WITHIN THE RIGHT-OF-WAY AND CONSTRUCTION LIMITS SHALL NOT EXCEED BEYOND THE W DOT 1WIASHINGTON STATE DEPARTMENT OF TRANSPORTATION RIGHT-OF-WAY. NO DISTURBANCE OUTSIDE OF THE RIGHT-OF-WAY EXCEPT FOR DRIVEWAY SMOOTHING/PAVING TWO INCHES AT FULL SCALE. JOB NO.: 17534 TH 10. COMPLETE REMAINDER OF THE WORK. ACTIVITIES. IF NOT, SCALE ACCORDINGLY W/O WITHOUT DWG:LEGEND