The URL can be used to link to this page

Home My WebLink AboutT-343022RAINIER AVE S CONSTRUCTION PLANTER PLANTER (WHERE BAT LANE BAT LANE (WHERE 1' SIDEWALK SHOWN) , ' OR RIGHT TURN LANE THRU LANE THRU LANE 1' MEDIAN 1' LEFT TURN LANE THRU LANE THRU LANE OR RIGHT TURN LANE D, 'SHOWN) SIDEWALK 8' 5' 13' 11' 11' 3' TO 8' 0' - 12' 11' 11' 13' 5' 8' WEST GUTTER EAST GUTTER REFERENCE FOR REFERENCE FOR ALIGN * 2% MAX_ ALIGN PROFILES f --- - 2% MAX PROFlLES� * VARIES I ..° " ' I VARIES C JOINT UTILITY TRENC CONDUIT SIZE, COUN AND LOCATION VARIEa AS INDICATED ON PLANS PLANTER (WHERE SIDEWALK SHOWN) 8' 5' 1 / � WEST MEDIAN REFERENCE J t6 lJ FOR ALIGN PROFILES AND ROADWAY PIVOT POINT WIDENING AREA VARIES 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 BAT LANE OR RIGHT TURN LANE THRU LANE THRU LANE 13' WEST GUTTER REFERENCE FOR ALIGN PROFILES VARIES * I I 2% MAX_ WIDENING AREA VARIES IIJJ� AS INDICATED ON PLANS 0 000 e= 0 0 WATER MAIN PIPE LOCATION AND SIZE VARIES AS INDICATED ON PLANS JOINT UTILITY TRENCH STORM DRAINAGE PIPE LOCATION AND CONDUIT SIZE, COUNT, SIZE VARIES AS INDICATED ON PLANS AND LOCATION VARIES AS INDICATED ON PLANS PLANTER (WHERE 1' SIDEWALK SHOWN) 8' 5' * I 1 2% MAX_ BAT LANE OR RIGHT TURN LANE 13' WEST GUTTER REFERENCE FOR ALIGN PROFILES 1 TYPICAL SECTION J 7 2 16 APPROX STA 38 +50 TO 41 +00 NTS WIDENING AREA VARIES AS INDICATED ON PLANS STORM DRAINAGE PIPE LOCATION AND SIZE VARIES AS INDICATED ON PLANS RAINIER AVE S CONSTRUCTION LEFT TURN LANE 1' MEDIAN 12' 3' TO 14' WEST MEDIAN REFERENCE - I- - - -- - -10 FOR ALIGN PROFILES AND j ROADWAY PIVOT POINT I I TYPICAL SECTION K APPROX STA 41 +00 TO 43 +50 NTS RAINIER AVE S CONSTRUCTION q THRU LANE THRU LANE 1' MEDIAN 1' LEFT TURN LANE LEFT TURN LANE 11' 11' 3 3' N 0' - 12' 1 0' - 12' WEST MEDIAN REFERENCE FOR ALIGN PROFILES AND ROADWAY PIVOT POINT VARIES I I 16 lam" 8 WIDENING AREA VARIES 000 y? AS INDICATED ON PLANS JOINT U11UTY TRENCH 00 CONDUIT SIZE, COUNT, WATER MAIN PIPE LOCATION AND AND LOCATION VARIES SIZE VARIES AS INDICATED ON PLANS AS INDICATED ON PLANS STORM DRAINAGE PIPE LOCATION AND SIZE VARIES AS INDICATED ON PLANS x 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. VARIES TYPICAL SECTION L APPROX STA 43 +50 TO STA 46 +50 NTS THRU LANE THRU LANE 11' 11' EAST MEDIAN REFERENCE FOR ALIGN PROFILES BAT LANE OR RIGHT TURN LANE 13' EAST GUTTER REFERENCE FOR ALIGN PROFILES—\ WIDENING AREA VARIES v AS INDICATED ON PLANS STORM DRAINAGE PIPE LOCATION AND SIZE VARIES AS INDICATED ON PLANS THRU LANE 11' WIDENING AREA VARIES AS INDICATED ON PLANS 4 PLANTER (WHERE SHOWN) SIDEWALK 5' 8' 2% MAX PLANTER BAT LANE (WHERE THRU LANE OR RIGHT TURN LANE ' SHOWN) SIDEWALK 1' 11' 13' 5' 8' EAST GUTTER REFERENCE FOR ALIGN PROFILES 2% MAX \-�/ \-V `U8 CIV STORM DRAINAGE PIPE LOCATION AND SIZE VARIES AS INDICATED ON PLANS T= 343022 MATERIAL CODE ® TYPICAL SECTION NOTES 1 1. SUBGRADE PREPARATION SHALL BE IN ACCORDANCE WITH 6.5" HMA CL V PG 70 -22 PLACE IN 2 LIFTS 3 SECTION 2 -06 OF THE STANDARD SPECIFICATIONS AND N (WSDOT STD PLAN F- 10.12 -02) SPECIAL PROVISIONS. 4" CRUSHED SURFACING BASE COURSE 2. ADDITIONAL FILL MATERIAL REQUIRED FOR CONSTRUCTION o PLACE 0" TO 3" MAX HMA FOR PRELEVEL CL 11/2" PG SHALL BE APPROVED GRAVEL BORROW, UNLESS NOTED 70 -22 AND 2" HMA FOR OVERLAY CL X" PG 70 -22. N OTHERWISE IN THE PLANS OR SPECIAL PROVISIONS. FILL 6 4" CEMENT CONCRETE SIDEWALK (WSDOT F- 30.10 -01) MATERIAL SHALL BE COMPACTED TO 95% MODIFIED MPy * PROCTOR DENSITY. 7 3. EMBANKMENTS SHALL BE CONSTRUCTED PER SECTION yjq 2 -03 OF THE STANDARD SPECIFICATIONS. PAVEMENT. EXISTING CONCRETE PANEL EXTENTS VARY. 4. IF UNSUITABLE FOUNDATION IS ENCOUNTERED, SEE 9 SEE MEDIAN WITH STAMPED CONCRETE DETAIL, SHEET 26. TYPICAL SECTION, SHEET 194. 5. WHERE EXISTING EDGE OF PAVEMENT IS LESS THAN 2' SECTION, SHEET 194 FROM PROPOSED GUTTER PAN, CONTRACTOR SHALL 2" BARK OR WOODCHIP MULCH, SEE LANDSCAPE PLANS 12 SAWCUT AND REMOVE PAVEMENT AS REQUIRED TO 13 GRAVEL BORROW PROVIDE 2' MINIMUM CLEARANCE. 0" TO 3" MAX FOR HMA PRELEVEL CL r PG 6. ACCESS TO ADJACENT PROPERTY MUST BE MAINTAINED POSITIVE DRAINAGE. SEE DETAIL, SHEET 24 AT ALL TIMES UNLESS PRIOR ARRANGEMENTS HAVE BEEN 8.5" CRUSHED SURFACING BASE COURSE MADE AND APPROVED BY THE ENGINEER. 7. REMOVE EXISTING CURB, GUTTER, AND SIDEWALK WHERE INDICATED ON THE PLANS. 8. CONCRETE 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. PLANTER BAT LANE (WHERE THRU LANE OR RIGHT TURN LANE ' SHOWN) SIDEWALK 1' 11' 13' 5' 8' EAST GUTTER REFERENCE FOR ALIGN PROFILES 2% MAX \-�/ \-V `U8 CIV STORM DRAINAGE PIPE LOCATION AND SIZE VARIES AS INDICATED ON PLANS T= 343022 MATERIAL CODE ® MATERIALS DESCRIPTION 1 2" HMA FOR OVERLAY CL t /2" PG 70 -22 2 6.5" HMA CL V PG 70 -22 PLACE IN 2 LIFTS 3 18" CEMENT CONC TRAFFIC CURB & GUTTER N (WSDOT STD PLAN F- 10.12 -02) 4 4" CRUSHED SURFACING BASE COURSE 5 PLANE BITUMINOUS PAVEMENT 1.5" MIN TO 3" MAX AND o PLACE 0" TO 3" MAX HMA FOR PRELEVEL CL 11/2" PG 70 -22 AND 2" HMA FOR OVERLAY CL X" PG 70 -22. N 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 COMPACTED SUBGRADE 9 SEE MEDIAN WITH STAMPED CONCRETE 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 14 0" TO 3" MAX FOR HMA PRELEVEL CL r PG 70 -22 TO ACHIEVE MEDIAN ELEVATION AND POSITIVE DRAINAGE. SEE DETAIL, SHEET 24 16 8.5" CRUSHED SURFACING BASE COURSE n -14.ri SURVEYED: KPG S4'4�GWA COQ DRAWN BY: JLF Kp� 46 CITY OF FENTON RAINIER AVENUES (SR 167) DRAWING NO. 22 y, 9� BAD ba S GRADY WAY TO S 2ND ST PROJECTNO. TED403430 r `r' DESIGN BY: JLF - 753901 AvenueN 2502 Jefferson Avenue Public Works Department FED AID NO. - CM0767(048) y CHECK BY: NM Seedle,WA98109 Tac°ma,WA98402 DOCUMENTS APPROVED FOR CONSTRUCTION DATE: NOV 2071 20S3 E °O1e``�a PROJ MGR: JF (2D6) 286-1640 (253) 627-0720 TYPICAL SECTIONS Qluxg E ' ' Y NUMBER REVISION DESCRIPTION BY APP. DATE L FILE: 0655DTYP01.d SHEET NO. 22 OF 304 wg www.kpg.com BY: t'r� DATE: (� a z �ya a u Oa J ' N a o -C o w N