Loading...
HomeMy WebLinkAboutT-3430136Y (TYP) 22 BOW 3 STA 13 +26.10, 62.83' LT 8 l� WALL - 1 77f 5 BOW-3 u ' ° ° Io� STA, 14 +866$5 ' -I V8. IT LT It 1 Iol 13 i ! JJ k 7 a 1 3 ry ;4 ..�Trse'x�,+§last34ac`s CURB 1 3 k 3`l - PC, 3.25' R STA 14 +06.85 PT 5 -- �i PT, 11iA 12 +78.20, 79.86' RT STA 14 +13.88, 68.31' RT 1 1 PC, 4' R 6 STA 12 +69.11, 79.84' RT 1 STA 12 +3 41, - 1 79.84:67_ - -► PT, STA 12 +38.41, 79.84' RT TA 12 +30.41, 67.75' RT 0 5 10 20 40 60 SCALE IN FEET CONSTRUCTION NOTES Ot MATCH EXISTING. Q3 CONSTRUCT CEMENT CONCRETE TRAFFIC CURB AND GUTTER PER WSDOT STD PLAN F- 10.16 -00. 05 CONSTRUCT CEMENT CONCRETE EXTRUDED CURB, TYPE 6 PER WSDOT STD PLAN F- 10.42 -00. © RECONSTRUCT HMA DRIVEWAY. SEE DRIVEWAY SCHEDULE, SHEET 216, AND DETAIL, SHEET 24. ® RECONSTRUCT HMA PARKING LOT. SEE PARKING AND DRIVEWAY DETAIL AND HMA WEDGE DETAIL, SHEET 24. Q9 CONSTRUCT CEMENT CONCRETE SIDEWALK PER WSDOT STANDARD PLAN F- 30.10 -01 TO MATCH EXISTING CONCRETE WALKWAY. 11 ADJUST SANITARY SEWER MANHOLE TO FINAL GRADE. SEE UTILITY ADJUSTMENT DETAIL, SHEET 26 12 ADJUST MONITORING WELL TO FINAL GRADE. 13 RELOCATE /ADJUST UTILITY MANHOLE TO FINAL GRADE. SEE DETAIL, SHEET 26. 16 CONSTRUCT CEMENT CONCRETE TRAFFIC CURB PER WSDOT STD PLAN F- 10.12 -02. © MAINTAIN POSITIVE DRAINAGE TO DOWNSTREAM DRAINAGE STRUCTURE. - PT --- ►____�� _- STA 14 +54.84, 68.25' RT - - - ► PC, 3.25' R STA 14 +47.81, 68.28' RT POINT LAYOUT TABLE BOW 3 BACK OF SIDEWALK 3 - _ STATION OFFSET DESCRIPTION ELEV. RADIUS 1 13 +05.68 F PC 29.23' 63.50' 2 13 +20.68 59.09' LT PT 29.29' 64.75' LT 3 13 +50.00 52.08' LT - 29.10' 27.58' 4 13 +76.93 46.61' LT PC 28.78' PT 5 13 +83.53 46.00' LT I PT 28.70' PC, 5' R STA 13 +94.90, 47.61' LT ')' :.2.. PT, STA 12 +19.97, 71.74' LT STA 13+22.14,_6.1.32' LT--- - - - r-- ___ __ PC, 10' R STA 15 +1.72, 46.28' LT _ -_ -- r ; f PC, 4.5' R _ __ ; -- V STA 13 +85.86, 57.65' LT - w w ;\ r- STA 12 +16.64,_67.35 LT, -PC, 4.5 R STA 13 +20.88, BOW 4 59.95' LT RAINIER AVE S 14 13 STA 12+16.64, 61.87' LT �- -�- _ I� I- 15 - Lw �:\ + I „I + w \•Y. rn I I ` n \ \ Sj - - -- I4 I _ - - rtr,. - -- - - - - -- ___ LLJ J 1 ._r� - PC, 3.25' R STA 14 +06.85 PT 5 -- �i PT, 11iA 12 +78.20, 79.86' RT STA 14 +13.88, 68.31' RT 1 1 PC, 4' R 6 STA 12 +69.11, 79.84' RT 1 STA 12 +3 41, - 1 79.84:67_ - -► PT, STA 12 +38.41, 79.84' RT TA 12 +30.41, 67.75' RT 0 5 10 20 40 60 SCALE IN FEET CONSTRUCTION NOTES Ot MATCH EXISTING. Q3 CONSTRUCT CEMENT CONCRETE TRAFFIC CURB AND GUTTER PER WSDOT STD PLAN F- 10.16 -00. 05 CONSTRUCT CEMENT CONCRETE EXTRUDED CURB, TYPE 6 PER WSDOT STD PLAN F- 10.42 -00. © RECONSTRUCT HMA DRIVEWAY. SEE DRIVEWAY SCHEDULE, SHEET 216, AND DETAIL, SHEET 24. ® RECONSTRUCT HMA PARKING LOT. SEE PARKING AND DRIVEWAY DETAIL AND HMA WEDGE DETAIL, SHEET 24. Q9 CONSTRUCT CEMENT CONCRETE SIDEWALK PER WSDOT STANDARD PLAN F- 30.10 -01 TO MATCH EXISTING CONCRETE WALKWAY. 11 ADJUST SANITARY SEWER MANHOLE TO FINAL GRADE. SEE UTILITY ADJUSTMENT DETAIL, SHEET 26 12 ADJUST MONITORING WELL TO FINAL GRADE. 13 RELOCATE /ADJUST UTILITY MANHOLE TO FINAL GRADE. SEE DETAIL, SHEET 26. 16 CONSTRUCT CEMENT CONCRETE TRAFFIC CURB PER WSDOT STD PLAN F- 10.12 -02. © MAINTAIN POSITIVE DRAINAGE TO DOWNSTREAM DRAINAGE STRUCTURE. - PT --- ►____�� _- STA 14 +54.84, 68.25' RT - - - ► PC, 3.25' R STA 14 +47.81, 68.28' RT POINT LAYOUT TABLE BOW 3 BACK OF SIDEWALK 3 :• #,: STATION OFFSET DESCRIPTION ELEV. RADIUS 1 13 +05.68 61.01' LT PC 29.23' 63.50' 2 13 +20.68 59.09' LT PT 29.29' 64.75' LT 3 13 +50.00 52.08' LT - 29.10' 27.58' 4 13 +76.93 46.61' LT PC 28.78' 41.50' 5 13 +83.53 46.00' LT I PT 28.70' POINT LAYOUT TABLE BOW 4 BACK OF SIDEWALK 4 :• #,: STATION OFFSET DESCRIPTION ELEV. RADIUS 1 15 +13.10 46.55' LT PC 27.65' 50.00' 2 15 +30.35 50.60' LT PT 27.60' 64.75' LT 3 15 +45.72 57.98' LT 14 +63.16 PC 27.58' 50.00' GENERAL CONSTRUCTION NOTES 1. CONTRACTOR SHALL MAINTAIN CONTINUOUS ACCESS TO ALL PARCELS. 2. ADJUST ALL SURFACE UTILITIES TO FINAL GRADE. 3. CONTRACTOR SHALL NOTIFY BUSINESS OWNERS AT LEAST THREE DAYS PRIOR TO PERFORMING WORK WITHIN THE TEMPORARY CONSTRUCTION EASEMENT. 4. CONTRACTOR SHALL COORDINATE WITH BUSINESS OWNER AND SCHEDULE WORK WITHIN THE TEMPORARY CONSTRUCTION EASEMENT AROUND SPECIAL BUSINESS HOURS. 5. FOR REMOVAL LIMITS, CONSTRUCTION LIMITS, AND TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES, SEE SITE PREPARATION & TESC PLANS, SHEETS 69 -79. 6. FOR CONSTRUCTION PHASING, SEE CONSTRUCTION PHASING PLANS, SHEETS 37 -54. 7. THESE SHEETS CONTAIN BACK OF SIDEWALK LAYOUT POINTS AND WORK TO BE COMPLETED BEHIND THE SIDEWALK. FOR TREATMENT OF ROADWAY FEATURES SEE ALIGNMENT PLANS, SHEETS 81 -91. 8. FOR WATER SERVICE CONNECTIONS, SEE WATER PLANS, SHEETS 132 -141. 9. FOR STORM DRAINAGE CONNECTIONS AND ADJUSTMENTS, SEE STORM DRAINAGE PLANS. 10. FOR TREATMENT OF DRIVEWAYS, SEE DRIVEWAY PLANS AND PROFILES, SHEETS 208 -216. 11. FOR FRANCHISE UTILITY CONNECTIONS, SEE JOINT UTILITY TRENCH PLANS, SHEETS 164 -173. 12. FOR DECORATIVE SIDEWALK PAVEMENT TREATMENTS AND FOR LOCATION OF OTHER URBAN DESIGN FEATURES, SEE URBAN DESIGN DETAILS, SHEETS 269 -281. 13. FOR ALL LOCATIONS WHERE THE BACK OF SIDEWALK IS NOT DEFINED IN THE POINT LAYOUT TABLES, THE TOP BACK OF SIDEWALK SHALL BE CONSTRUCTED AS DEFINED BY THE ALIGNMENT PROFILES (SHEETS 93 -103), TYPICAL SECTIONS (SHEETS 19- 23),INTERSECT10N CURVE DATA TABLES (SHEETS 81 -92), AND PLAN DIMENSIONS SHOWN. 14. CONTRACTOR SHALL ENSURE FINAL GRADE OF COMMERCIAL HMA MAINTAINS POSITIVE DRAINAGE TO DOWNSTREAM DRAINAGE STRUCTURES, PROPERTY RESTORATION LEGEND D COMMERCIAL HMA PAVEMENT AREA CEMENT CONCRETE SIDEWALK AND /OR PAVEMENT PROPERTY LINES -- - - - - -- SAWCUT LINES - - - RIGHT OF WAY LINES - - - - EASEMENT LINES - - - - - - - - APPROXIMATE CONSTRUCTION LIMITS POINT LAYOUT TABLE CURB 1 CURB 1 AT D3B & D3 :• #,: STATION OFFSET DESCRIPTION RADIUS 10 14 +18.97 49.87' LT PC 15.00' 11 14 +33.18 64.75' LT PT 114,115 12 14 +48.95 64.75' LT PC 15.00' 13 14 +63.16 49.63' LT PT - CHANNELIZATION & SIGNING PLAN T- 3430136 CORRESPONDING SHEETS CATEGORY SHEET RIGHT OF WAY PLANS 8 EXISTING CONDITIONS 56 SITE PREPARATION & TESC PLAN 70 ALIGNMENT PLAN 82 ALIGNMENT PROFILE 94 DRAINAGE PLANS 105 DRAINAGE PROFILE 114,115 WATER PLAN 133 WATER PROFILE 147 JOINT UTILITY TRENCH PLAN 165 JOINT UTILITY TRENCH PROFILES 181 PROPERTY RESTORATION PLANS - CHANNELIZATION & SIGNING PLAN 218 ILLUMINATION PLANS 229 IRRIGATION PLAN 283 LANDSCAPE PLAN 295 11-14 -11 SURVEYED: KPG SOS�4g GIACO��' DRAWN BY: SOD �� ru '� CITY OF FENTON RAINIER AVENUE S (SR ST DRAWING NO. 96 S GRADY WAY TO S 2ND ST PROJECT NO. TED403430 o `r` DESIGN BY: JLF BID Public Works Department - 7539thAvenueN 2502 Jefferson Avenue CHECKBY: NM Seaft INA98109 Tamma,WAI)M02 DOCUMENTS PROPERTY RESTORATION PLANS FED AID NO. - CM0167L_ '? 20320 0`r APPRO OR CONSTRUCTION DATE: NOV 2011 1{� PROJ MGR: JF (2961286.1640 (253) 627 -0720 _ - ��Oxac www.kpg.com BY: DATE:/ �2 STA 12 +00 TO STA 15 +50 SHEET NO. 196 OF 304 NUMBER REVISION DESCRIPTION BY APP. DATE FILE: 0655dRESTOi.dwg -7 a a z �y m O c ' � N _ C) c D o � � w o W N O z