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HomeMy WebLinkAboutT-343020d N 0 r7 3 0 i 0 N 1' SIDEWALK � I 8' * 1 1 2% MAX /T :'. PLANTER (WHERE _SHOWN) 5' BAT LANE OR RIGHT TURN LANE THRU LANE THRU LANE 13' 11' 11' WEST GUTTER REFERENCE FOR ALIGN PROFILES VARIES 8 4 1l� WIDENING AREA VARIES 00 SUBGRADE PREPARATION SHALL BE IN ACCORDANCE WITH 6.5" HMA CL )f PG 70 -22 PLACE IN 2 LIFTS AS INDICATED ON PLANS 06 e & >} CITY OF PENTON Public Works Department APPROVED FOR CONSTRUCTION BY: �// DATE: ��'�. (WSDOT STD PLAN F- 10.12 -02) SPECIAL PROVISIONS. �JOINT 2. ADDITIONAL FILL MATERIAL REQUIRED FOR CONSTRUCTION WATER MAIN PIPE LOCATION AND MAX AND PLACE 0" TO 3" MAX HMA FOR UTILITY TRENCH PRELEVEL CL i/2" PG 70 -22 AND 2" HMA FOR VARIES AS INDICATED ON PLANS OTHERWISE IN THE PLANS OR SPECIAL PROVISIONS. FILL CONDUIT SIZE, COUNT SHEET 24 MATERIAL SHALL BE COMPACTED TO 95% MODIFIED SEE AND LOCATION VARIES STORM DRAINAGE PIPE LOCATION AND ALTERNATE AS INDICATED ON PLANS SIZE VARIES AS INDICATED ON PLANS SECTION 2 7 2 -03 OF THE STANDARD SPECIFICATIONS. 4. IF UNSUITABLE FOUNDATION IS ENCOUNTERED, SEE PLANTER DETAIL, SHEET 26. (WHERE BAT LANE COMPACTED SUBGRADE 1' SIDEWALK SHOWN) , ' OR RIGHT TURN LANE THRU LANE TYPICAL SECTION, SHEET 194. SAWCUT AND REMOVE PAVEMENT AS REQUIRED TO SEE MEDIAN WITH LANDSCAPE TYPICAL 8' 5' 11 6. 13' 11' WEST GUTTER REFERENCE FOR r 2% MAX _ ALIGN PROFILES VARIES JOINT UTILITY TRENCH �/ L CONDUIT SIZE, COUNT, �I AND LOCATION VARIES AS INDICATED ON PLANS ~e00 PEDESTRIAN HANDRAIL WHERE SHOWN ON PLANS 91 STRUCTURAL EARTH 27. MAX_ WALL, SEE WALL PLANS AND DETAILS, SHEET 33 RAINIER AVE S CONSTRUCTION q LEFT TURN LANE LEFT TURN LANE 1, MEDIAN I, THRU LANE 0' - 12' 0' - 12' 3' 1 1 11' THRU LANE 11' WEST MEDIAN REFERENCE FOR ALIGN PROFILES 3 7 2 WIDENING AREA VARIES ,a i6 AS INDICATED ON PLANS WATER MAIN PIPE LOCATION AND SIZE VARIES AS INDICATED ON PLANS STORM DRAINAGE PIPE LOCATION AND SIZE VARIES AS INDICATED ON PLANS PLANTER (WHERE BAT LANE SHOWN) , ' OR RIGHT TURN LANE THRU LANE THRU LANE 5' 13' \ GUTTER WEST MEDIAN REFERENCE REFERENCE FOR FOR ALIGN PfZOFILES- ALIGN PROFILES ROADWAY CUT SECTION VARIES VARIES AS INDICATED ON PLANS 4 8 3 1 7 2a- 4 2 16 WIDENING AREA VARIES 16 000 " AS INDICATED ON PLANS 0 WATER MAIN PIPE LOCATION AND JOINT UTILITY TRENCH SIZE VARIES AS INDICATED ON PLANS CONDUIT SIZE, COUNT, STORM DRAINAGE PIPE LOCATION AND AND LOCATION VARIES SIZE VARIES AS INDICATED ON PLANS AS INDICATED ON PLANS •3:1 MAX TO MATCH EXISTING SLOPE, ASPHALT WEDGE PER DETAIL, SHEET 24 TO MATCH EXISTING ASPHALT, OR INTEGRAL CURB PER DETAIL, SHEET 24, AS INDICATED ON PLANS. T - -TI1 1 r M. 1 - VARIES THRU LANE 11' TYPICAL SECTION D APPROX STA 23 +00 TO STA 27 +50 EAST MEDIAN REFERENCE ?" FOR ALIGN PROFILES AND NTS ROADWAY PIVOT POINT STORM DRAINAGE PIPE LOCATION AND RAINIER AVE S SIZE VARIES AS INDICATED ON PLANS CONSTRUCTION 1' MEDIAN 1 THRU LANE THRU LANE 3' -25' 1 II III III= I 10 -------- - - - - -- TYPICAL SECTION E APPROX STA 27 +50 TO 30 +00 NTS RAINIER AVE S CONSTRUCTION q 1' MEDIAN 1 3' - 20' 11' 11' EAST MEDIAN REFERENCE FOR ALIGN PROFILES VARIES PLANTER BAT LANE (WHERE OR RIGHT TURN LANE ' SHOWN) SIDEWALK 1' EAST GUTTER REFERENCE FOR ALIGN PROFILES -2% MAX U 16 4 e 00 IN WIDENING AREA VARIES AS INDICATED ON PLANS WATER MAIN PIPE LOCATION AND SIZE VARIES AS INDICATED ON PLANS BAT LANE OR RIGHT TURN LANE 13' EAST GUTTER REFERENCE FOR ALIGN PROFILES 7 2 WIDENING AREA VARIES AS INDICATED ON PLANS 16 s WATER MAIN PIPE LOCA11ON AND SIZE VARIES AS INDICATED ON PLANS STORM DRAINAGE PIPE LOCATION AND SIZE VARIES AS INDICATED ON PLANS PLANTER (WHERE SHOWN) SIDEWALK 1' 5' 8' 2% MAX ROADWAY CUT SECTION PLANTER BAT LANE (WHERE THRU LANE THRU LANE OR RIGHT TURN LANE 0.5' SHOWN) 2 2 11' 11' 13' 5' EAST GUTTER / REFERENCE FOR ALIGN PRO EAST MEDIAN REFERENCE _ .. _ _ I FOR ALIGN PROFILES VARIES III =III— I I-I -III III -1 _ . III =111— III -III =III= j EXISTING ROADWAY GRADE 2 STORM DRAINAGE PIPE LOCATION AND 10 r SIZE VARIES AS INDICATED ON PLANS WATER MAIN PIPE LOCATION AND TYPICAL SECTION F SIZE VARIES AS INDICATED ON PLANS STORM DRAINAGE PIPE LOCATION AND APPROX STA 30 +00 TO 30 +90 SIZE VARIES AS INDICATED ON PLANS NTS 05 JOINT UTILITY TRENCH CONDUIT SIZE, COUNT, AND LOCATION VARIES AS INDICATED ON PLANS S71J?'.11111:1 / 8' MPS' 2% MAX �J �-V JOINT UTILITY TRENCH CONDUIT SIZE, COUNT, AND LOCATION VARIES (� AS INDICATED ON PLANS mm °o PEDESTRIAN HANDRAIL WHERE SHOWN ON PLANS I- ALTERNATE SECTION 2 WALL 2 NTS STRUCTURAL EARTH WALL SEE WALL PLANS AND DETAILS, SHEET 33 SIDEWALK 2% MAX T -34 MATERIAL CODE 3020 ® TYPICAL SECTION NOTES 1 1. SUBGRADE PREPARATION SHALL BE IN ACCORDANCE WITH 6.5" HMA CL )f PG 70 -22 PLACE IN 2 LIFTS 3 SECTION 2 -06 OF THE STANDARD SPECIFICATIONS AND & >} CITY OF PENTON Public Works Department APPROVED FOR CONSTRUCTION BY: �// DATE: ��'�. (WSDOT STD PLAN F- 10.12 -02) SPECIAL PROVISIONS. MPS' 2. ADDITIONAL FILL MATERIAL REQUIRED FOR CONSTRUCTION MAX AND PLACE 0" TO 3" MAX HMA FOR SHALL BE APPROVED GRAVEL BORROW, UNLESS NOTED PRELEVEL CL i/2" PG 70 -22 AND 2" HMA FOR OTHERWISE IN THE PLANS OR SPECIAL PROVISIONS. FILL SHEET 24 MATERIAL SHALL BE COMPACTED TO 95% MODIFIED 4" CEMENT CONCRETE SIDEWALK (WSDOT PROCTOR DENSITY. © 3. EMBANKMENTS SHALL BE CONSTRUCTED PER SECTION J 7 2 -03 OF THE STANDARD SPECIFICATIONS. 4. IF UNSUITABLE FOUNDATION IS ENCOUNTERED, SEE OF CONCRETE PANELS BELOW THE EXISTING DETAIL, SHEET 26. 5. WHERE EXISTING EDGE OF PAVEMENT IS LESS THAN 2' COMPACTED SUBGRADE 9 FROM PROPOSED GUTTER PAN, CONTRACTOR SHALL APP. TYPICAL SECTION, SHEET 194. SAWCUT AND REMOVE PAVEMENT AS REQUIRED TO SEE MEDIAN WITH LANDSCAPE TYPICAL PROVIDE 2' MINIMUM CLEARANCE. 11 6. ACCESS TO ADJACENT PROPERTY MUST BE MAINTAINED SEE LANDSCAPE PLANS 12 AT ALL TIMES UNLESS PRIOR ARRANGEMENTS HAVE BEEN 13 GRAVEL BORROW MADE AND APPROVED BY THE ENGINEER. 8.5" CRUSHED SURFACING BASE COURSE 7. REMOVE EXISTING CURB, GUTTER, AND SIDEWALK WHERE INDICATED ON THE PLANS. 8. CCONCRETE ROADWAY PANELS WITH VARYING THICKNESS EXIST BELOW THE WEARING SURFACE. CONTRACTOR SHALL SAWCUT AND REMOVE EXISTING CONCRETE ROADWAY PANELS AS INDICATED IN THE SPECIFICATIONS. EXTENTS OF CONCRETE ROADWAY PANELS VARY, SEE APPENDIX E FOR SOILS INVESTIGATIONS. 9. FOR GRINDING AND PAVING DETAILS, SEE ROADWAY CONSTRUCTION DETAIL, SHEET 24. 05 JOINT UTILITY TRENCH CONDUIT SIZE, COUNT, AND LOCATION VARIES AS INDICATED ON PLANS S71J?'.11111:1 / 8' MPS' 2% MAX �J �-V JOINT UTILITY TRENCH CONDUIT SIZE, COUNT, AND LOCATION VARIES (� AS INDICATED ON PLANS mm °o PEDESTRIAN HANDRAIL WHERE SHOWN ON PLANS I- ALTERNATE SECTION 2 WALL 2 NTS STRUCTURAL EARTH WALL SEE WALL PLANS AND DETAILS, SHEET 33 SIDEWALK 2% MAX T -34 MATERIAL CODE 3020 ® MATERIALS DESCRIPTION 1 2" HMA FOR OVERLAY CL 1/2" PG 70 -22 2 6.5" HMA CL )f PG 70 -22 PLACE IN 2 LIFTS 3 18" CEMENT CONIC TRAFFIC CURB & GUTTER & >} CITY OF PENTON Public Works Department APPROVED FOR CONSTRUCTION BY: �// DATE: ��'�. (WSDOT STD PLAN F- 10.12 -02) 4 4" CRUSHED SURFACING BASE COURSE 5 PLANE BITUMINOUS PAVEMENT 1.5" MIN TO 3" MAX AND PLACE 0" TO 3" MAX HMA FOR PRELEVEL CL i/2" PG 70 -22 AND 2" HMA FOR OVERLAY CL Y2" PG 70 -22. SEE DETAIL, SHEET 24 6 4" CEMENT CONCRETE SIDEWALK (WSDOT F- 30.10 -01) OR 6" CEMENT CONC. DRIVEWAY ENTRANCE PER DRIVEWAY SCHEDULE AND DETAILS, SHEET 216. 7 EXISTING PAVEMENT, THICKNESS VARIES. EXISTING ROADWAY MAY CONTAIN FOUR LANES OF CONCRETE PANELS BELOW THE EXISTING PAVEMENT. EXISTING CONCRETE PANEL EXTENTS VARY. 8 1 COMPACTED SUBGRADE 9 SEE MEDIAN WITH STAMPED CONCRETE APP. TYPICAL SECTION, SHEET 194. 10 SEE MEDIAN WITH LANDSCAPE TYPICAL SECTION, SHEET 194. 11 2" BARK OR WOODCHIP MULCH, SEE LANDSCAPE PLANS 12 6" TOPSOIL TYPE A, SEE LANDSCAPE PLANS 13 GRAVEL BORROW 16 8.5" CRUSHED SURFACING BASE COURSE z �y m /r O J ' �N o � { .p o w ti Q »-�¢>> SDSwe� WAA COg9d y o�' 'd? 20320 y� � 2p IM ��' Nn�'l SURVEYED: KPG DRAWN BY: JLF DESIGN BY: JLF CHECK BY: NM PROJ MGR: JF FILE: 0655DTYP01.dwg KpC 7539th AvenueN 2502 Jefferson Avenue BID Sea01e,WA98109 Tacoma,WA96402 ( �� (253)627 -0120 DOCUMENTS & >} CITY OF PENTON Public Works Department APPROVED FOR CONSTRUCTION BY: �// DATE: ��'�. RAINIER AVENUES (SR 167) S GRADY WAY TO S 2ND ST TYPICAL SECTIONS DRAWING NO. 2O PROJECT NO. TED403430 FED AID NO. - CM0167(0461 DATE: NOV 2011 SHEET NO. 20 OF 304 NUMBER REVISION DESCRIPTION BY APP. DATE z �y m /r O J ' �N o � { .p o w ti Q