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HomeMy WebLinkAboutR-422938C) N N t O 0 w a z J PLANTING BED AREAS 1211 3" DEPTH CEDAR GROVE COMPST 1-3/4" OF COMPOST INCORPORATED INTO TOPSOIL TO 8" DEPTH SUBSOIL SCARIFIED 4" BELOW COMPOST AMENDED LAYER (12" BELOW SOIL SURFACE) 200 SOIL AMENDMENT DETAIL SCALE: N.T.S. 1"0 HOLE FOR 3/4"0 X 20" LONG REINFORCING BAR ANCHORING PIN 4" TO 4.50" (INSTALL 2 PINS PER WHEEL STOP (2) #4 CONT. 1/2" TO 1" BELOW TOP OF WHEEL STOP) 1 " TO 2" FINISH GRADE r 5" TO 6"'� 5" TO 6" 12" TO 14" '" 12" TO 12.50" 6-0 NOTES: 1. PRE -APPROVED WHEEL STOPS ARE 'FOGTITE' BUMPER GUARD OR 'UTILITY VAULT' BUMPER CURB PORT STYLE. 2. HOLD VEHICLE SIDE OF WHEEL STOP 2'-0" TYPICAL FROM ADJACENT CONCRETE WALL, SIDEWALK OR CURB FACE. PRECAST CONCRETE WHEEL STOP SCALE: N.T.S. RESERVED PARKING WHITE LETTERS & SYMBOL ON BLUE BACKGROUND METAL SIGN , BOLT TO STL. PIPEPOST (OR TO BLDG. WALL) SIGN TO BE PER LOCAL JURISDICTION REQUIREMENTS VERIFY STATE DISABLED PARKING SIZE, SHAPE, & VERBAGE PERMIT REQUIRED VAN ACCE881BLE ADDITIONAL SIGN AT VAN ACCESSIBLE SPACE z c� v� L� w o� Q o C m z 1-1/4" GALV. SCHED. 40 STL. PIPE o W/CAP LJ 0 I 0 u7 SIGN MOUNTING PER STD PLAN 129/C2.5C 8 DIA. CONC. FTG. i \��\��\��\�� A�DA PARKING SIGN SCALE: N.T.S. A PORTION OF THE NW 1/4 OF SECTION 19, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., KING COUNTY, WASHINGTON 2" COMPACTED DEPTH CLASS 1/2" HMA 4" COMPACTED DEPTH CRUSHED SURFACING TOP COURSE PER WSDOT 9-03.9(3), COMPACT TO 95% MAXIMUM DENSITY PROPOSED PAVEMENT SECTIONS 12" COMPACTED DEPTH STRUCTURAL FILL IF REQUIRED BY GEOTECHNICAL ENGINEER. COMPACT TO 95% MAXIMUM DRY DENSITY SAW JOINT CAPPSYOTOACK COAT TO CO PREPARED SUBGRADE, SEE SUBGRADE PREPARATION NOTES ON CO.2 ASPHALT PAVEMENT SECTION SCALE: N.T.S. 4" WIDE WHITE SOLID 4" WIDE WHITE PAINT LINE AT EDGE OF STRIPES AT 45°. APPLY STRIPING PAINT PER SPECIFICATIONS z IN Q J El- 2I Of El - PER PLAN "NO -PARKING ZONE" 4" WIDE WHITE SOLID LINE PARKING STALL AND LANE STRIPE on`n�PAVEMENT MARKING DETAIL . . . J SCALE: N.T.S. PAVEMENT MARKING NOTES: 1. ALL PAVEMENT MARKINGS SHALL BE PAINT. ALL PAVEMENT MARKINGS SHALL COMPLY WITH WSDOT SPECIFICATION 9-34 AND SHALL BE APPLIED IN ACCORDANCE WITH WSDOT SPECIFICATION 8-22. 2. PAINT SHALL BE APPLIED IN TWO APPLICATIONS. THE TIME PERIOD BETWEEN APPLICATIONS SHALL BE IN ACCORDANCE WITH WSDOT SPECIFICATION SECTION 8-22.3(3). GALV. CAP AT 3" POST @ 30' SPACING O.C. TYP. END POSTS (TYP.) 2" LINE POST @ 10' SPACING O.C. BETWEEN (TYP.) DIAGONAL TENSION ROD W/ TURN BUCKLE TENSION BANDS @ 12, O.C. 3/4" GALV. TENSION BAR AT END POSTS 9 GAUGE GALV. CHAIN LINK FABRIC FENCING (TWISTED BARBED ENDS) F-- 1" CLEAR (MAX.) 1-1/4" I.D. SCH.40 GALV. STEEL FRAME (TYP) FINISH GRADE J ° TENSION WIRE WITH _-- 24" C.C. ° d' e o d 4000 PSI CONCRETE (MIN.) CHAIN LINK FENCE NOTES: 1. ALL GALVANIZED STEEL FENCE HARDWARE SHALL BE PAINTED BLACK OR COATED WITH BLACK VINYL. 2. GALVANIZED CHAIN LINK FABRIC AND TIES SHALL BE COATED IN BLACK VI N YL. 3. PROVIDES DIAGONAL TENSION ROD AT CORNERS AND END POSTS. � CHAIN LINK FENCE SCALE: N.T.S. ALL EXPOSED VERTICAL 12" OVERLAP SURFACES IMMEDIATELY OF EXISTING PRIOR TO PAVING. SEAL BASE COURSE JOINT LINE WITH HOT SS-1 EMULSION. EXIST. PAVEMENT SECTION Bnuunnunnnnnnnnnnnnnnnnnnnnwuunnuuni •`o': 32": :�32": :�32": :�3SS:�:�S3:�:�33:�53 UNDISTURBED EXIST. BASE COURSE ASPHALT PAVEMENT JOINT SECTION SCALE: N.T.S. PAINT SOLID 3" PAINT SOLID BLUE WHITE BORDER � � BACKGROUND 4" TYP. R=5 3/4" 4>, 4" 5" PAINT SOLID WH I TE, TYP. 1'-8" 11 ,4 � ADA PARKING STALL PAINTED SYMBOL SCALE: N.T.S. LENGTH PER PLAN GALVANIZED POST CAP (TYP.) END GATE OR 21" O.D. SCH. 40 GALV. 1 1/4" I.D. SCH. 40 GALV. CORNER POST STEEL LINE POSTS OR TOP HINGE DIAGONAL STEEL FRAME (TYP.) 3" O.D. SCH. 40 GALV. (180° SWING) TRUSS RODS STEEL END POSTS >>, CHAIN LINK FABRIC WITH VINYL SCREEN 7'-0'1 INSERTS (TYP.) r� -[/"/[—] 6" L >00 BOTTOM HINGE STANDARD '- (180° SWING) 5'-0" LATCH FOR RAIL 4'-6" (TYP.) i_ PADLOCK DOUBLE 6" 3" I.D. SCH. 40 SWING GATE GALV. STEEL CORNER & GATE POSTS (TYP.) GATE NOTES: 1. SEE DETAIL 208/C2.3C FOR 18" ROUND SECTION APPLICABLE NOTES ON CHAIN 11 4000 PSI CONCRETE (TYP.) LINK FENCE CONSTRUCTION. CHAIN LINK VEHICULAR SWING GATE DETAIL `0 SCALE: N.T.S. NOTE. END OR CORNER POST w FOR TENSION ROD 1. INSTALL CONTRACTION JOINTS AT 10' O.C. L.� 2. INSTALL FULL DEPTH u, 3 1/2" EXPANSION JOINTS AT 12" L�j � 50' O.C. 4. IF FENCE COMPONENTS ARE DAMAGED AS A RESULT OF CONSTRUCTION, CONTRACTOR SHALL REPLACE FENCE 5. CHAINLINK FENCE AND GATES AT GARBAGE ENCLOSURE SHALL BE EQUIPPED WITH FULL HEIGHT BLACK VINYL SLATS. • Call 811 • m two business days before you dig NO. REVISION LL� 211 CEMENT CONCRETE ROLLED CURB SCALE: N.T.S. SURVEYED: SCALE: RASTER BULDERS AASTERFIBER MAC MATRIX AACROSYNTHETIC FIBER 2EINFORCEMENT MIX WITH ;ONCRETE AT A RATE OF 3 'OUNDS PER CUBIC YARD FOR INTEGRAL POUR WITH SIDEWALK VERTICAL: NAVD 1988 DESIGNED: AS NOTED HORIZONTAL: NAD 1983/1991 DKM/RJJ DRAWN: KLK/DKM ONE INCH DATU M CHECKED: AT FULL SCALE DCD IF NOT ONE INCH BY DATE AP P R APPROVED: SCALE ACCORDINGLY DCD UNLESS OTHERWISE INDICATED, PLACE 3/8" EXPANSION JOINT WITH PREMOLDED JOINT FILLER 15' ON CENTER, 1/8" CONTRACTION JOINTS EVERY 5' BETWEEN 4" THICK 4000 PSI CONCRETE SIDEWALK WITH BRUSHED FINISH 4" CRUSHED SURFACING TOP COURSE, COMPACTED TO 95% MAX. DENSITY SUITABLE PREPARED SUBGRADE COMPACT TO 95% MAXIMUM DENSITY,— 4 r... _... _... _... LIGHT DUTY CONCRETE PAVEMENT �vvJ SCALE: N.T.S. co a ��� v'- ti � 13V w 1 5 SD SID ��� <91- 10 — SD 1- 0 16 \ \ I \ \ D - \ IsD \ \ I _ � L---- \\ \ • 22.90 _ 0 22.90 o \ d-- -- NORTH 210 ENLARGED ADA PATHWAY 10 SCALE: N.T.S. HORIZONTAL SCALE: 1"=10' 0 10 20 CONSTRUCTION sitts&hill RECORD DRAWING �C�rf CIVIL I STRUCTURAL I SURVEY PROJECT WAS COMPLETED IN SUBSTANTIAL CONFORMANCE WITH THE APPROVED (.�,. 4815 CENTER STREET I TACOMA, WA. 98409 f/) PHONE: (253) 474-9449 I FAX: (253) 474-0153 PLANS. ELEVATION DEVIATIONS, WHERE http://www.sittshill.com/ APPLICABLE, ARE DENOTED WITH PLAN CALLOUT UPDATES, AND A STRIKEOUT THROUGH THE ORIGINAL ELEVATION. 46449 o G15iFR�`� Project No.: 19480 Project Mgr.: DCD ti� UTILITY AS -BUILT INFORMATION OBTAINEDs�w.u. Proj. Engineer: DKM/RJJ Proj. Drafter: KLK/DKM BY MCKEE ENTERPRISES AND VERIFIED BY {L SITTS & HILL ENGINEERS, INC. C TY OF RENTON Plan ning/Building/Public Works Dept. / R-422938 IN COMPLIANCE WITH CITY OF RENTON STANDARDS BROTHERTON CADILLAC - RENTON SITE/PAVING DETAILS (PRIVATE) DATE: FIELDBOOK: PAGE: DRAWING NO: C2.3C SHEET: OF: 12 39 N T O O N N n N T O O N a J L0 O C') O O N u