Loading...
HomeMy WebLinkAboutT-343033a N 0 3 0 J J 3 0 0 i y x i m '3 0 i z i 0 .o 0 z 0 z w i U C) 0 I— 5.. • ". Sy�Y �t /N/ER AVE S CONSTRUCTION LIMITS BEGIN WALL `STA 28 +17.3, 64.1' RT PLAN - WALL 6 SCALE: 1" = 10' 40 APPROX AREA (SF) WALL TYPE 40 HANDRAILING (LF) .............- ......... .............................. : TOP OF WALL INCLUDING: WALL PLAN & PROFILE SHEET NO. WALL 1 1372 CAP BLOCK ...... , 175 APPROXIMATE TOP .... . ............. ..... .. .— .............. �- WALL 2 - ............. EXISTING' GROUND .... .............................. END WALL" 270 BEGIN WALL . ....:......................... ............... AT FACE' OF WALL .............. ... ...... ... . WALL 3 STA 28+17:3 ... :.. ......... ........ .....:_ ........................ - 82 STA 28 + &2 7 63 7 RT Q� WA4L.... WALL 4 30 ............................. ..... ............................... ........STA 28426 ...... .. 30 .................................................:...................................... ................................ ..................... ... ..... ......... .................... ..... .................. i........................... ..... ......... EL ...................................... ... ....... ..... ......... : 234 SHEET PILE RETAINING WALL CUT 100 N.A. STA28+.1.7.3 ..... ................................................. :.... .........7'7 . ......... .... .... ....................: ..............................: WALL 6 49 EL26. 3' ........ ..................:. .............. .............. .... .........................: - NO ................:................... .STA 28 +42.6 ...........................: 4491 - ............................ ... ................................ ).: ............................... EL' 26.3 - 20......... APPROXIMATE BOTTOM OF WALL ..................:. .......................... 20 MODULAR BLOCK FILL WALL,.....:.................... _ ......... :................. ............. SEE DETAILS, AND WALL ...............:...... : lifop ................................... ......................... .....: 10 _ .............................. ............................... ................. ............................... _ ................................................................................................................................ ......................: ............................... ..............................: ............................... :10 . •••••.• i KFC PLAN - WALL 6 SCALE: 1" = 10' 40 APPROX AREA (SF) WALL TYPE 40 HANDRAILING (LF) .............- ......... .............................. : TOP OF WALL INCLUDING: WALL PLAN & PROFILE SHEET NO. WALL 1 1372 CAP BLOCK ...... , 175 APPROXIMATE TOP .... . ............. ..... .. .— .............. 28 WALL 2 BACK' OF 'SIDEWALK .......... ............................ ............. EXISTING' GROUND .... .............................. ; 270 BEGIN WALL . ....:......................... ............... AT FACE' OF WALL .............. ... ...... ... . WALL 3 STA 28+17:3 ... :.. ......... ........ .....:_ ........................ CUT 82 N.A. EL28.0' ......... .................... ..... ............................END WA4L.... WALL 4 30 ............................. ..... ............................... ........STA 28426 ...... .. 30 .................................................:...................................... ................................ ..................... ... ..... ......... .................... ..... .................. i........................... ..... ......... EL ...................................... ... ....... ..... ......... : 234 SHEET PILE RETAINING WALL CUT 100 N.A. STA28+.1.7.3 ..... ................................................. :.... .........7'7 . ......... .... .... ....................: ..............................: WALL 6 49 EL26. 3' ........ ..................:. .............. .............. .... .........................: - NO ................:................... .STA 28 +42.6 ...........................: 4491 - ............................ ... ................................ ).: ............................... EL' 26.3 - 20......... APPROXIMATE BOTTOM OF WALL ..................:. .......................... 20 MODULAR BLOCK FILL WALL,.....:.................... _ ......... :................. ............. SEE DETAILS, AND WALL ...............:...... : ............... TABLE THIS SHEET ..................... ..................................... ................................... ......................... .....: 10 _ .............................. ............................... ................. ............................... _ ................................................................................................................................ ......................: ............................... ..............................: ............................... :10 . PROFILE- WALL 6 HOR: 1"=10' VER: 1 =5 MAXIMUM EXCAVATION LIMITS: • SLOPE FROM BACK OF LOWEST GRID FOR STRUCTURAL EARTH WALLS. • SLOPE FROM 1 FT BEHIND MODULAR BLOCK WALL FACING FOR MODULAR BLOCK WALL TYPES. CONTRACTOR TO PROVIDE SHORING AS REQUIRED TO MAINTAIN EXCAVATION LIMITS 7 \ \ j 5 \ I \ I ` I ` I \`\ (TYP) 2 \ H I \ I \ I \ I \ I \ \ I EDGE OF ` REINFORCEMENT ZONE \ \ I `\ I \I \I OF POST FURNISH AND INSTALL PEDESTRIAN HANDRAIL ADJACENT TO CUT WALL �{ PER DETAIL, SHEET 25 CONSTRUCT CAP BLOCK AND GROUT IN PLACE PER MANUFACTURER'S RECOMMENDATIONS. CAP UNIT TO MATCH EXISTING GRADE WITHIN 4 "f TOP OF WALL EL SECTIONS BOTTOM OF WAL - 0 GRID LENGTH VARIES, 0.8 X H MAXIMUM _ CONTRACTOR TO PROVIDE STAMPED 6 STRUCTURAL DESIGN FOR APPROVAL, PER WSDOT STANDARD SPECIFICATION SECTION 6 -13. STRUCTURAL EARTH WALL (CUT) WALL 2 NTS STRUCTURAL EARTH WALL & MODULAR BLOCK WALL NOTES WALL 2 10 MODULAR BLOCK WALL FACING SHALL BE STANDARD STRAIGHT FACE UNITS, UNIT CORE APPROVED WALL DESIGN. O2 GEOGRID, INTERLOCKING CLIPS, AND WALL UNITS SHALL BE INSTALLED PER APPROVED WALL DESIGN PROVIDED BY CONTRACTOR. CONTRACTOR TO SUBMIT STRUCTURAL WALL DRAWINGS STAMPED BY A PROFESSIONAL ENGINEER FOR APPROVAL PRIOR TO WALL CONSTRUCTION. O3 CUT WALL DRAIN: 12" WIDE GRAVEL BACKFILL FOR DRAINS PER WSDOT SECTION 9- 03.12(4) FROM BOTTOM OF WALL TO WITHIN 12" OF FINISH GRADE AND 6" PERFORATED UNDERDRAIN. ® FILL WALL DRAIN: 12" WIDE GRAVEL BACKFILL FOR DRAINS PER WSDOT SECTION 9- 03.12(4) FROM BOTTOM OF WALL TO CSBC O5 GRAVEL BORROW FOR GEOSYNTHETIC REINFORCED WALLS PER WSDOT SECTION 9- 03.14(4). PLACE WALL BACKFILL PER APPROVED WALL DESIGN PROVIDED BY CONTRACTOR. © 6" CSBC FOUNDATION PAD, COMPACTED TO 957 MAX DENSITY. O7 PROPERTY RESTORATION AS SHOWN ON THE PLANS. SLOPE 3:1 MAX. TOE OF WALL, APPROXIMATE ELEVATION POINT SHOWN ON WALL PROFILE. WALL TABLE TOP BACK OF SIDEWALK GRADE SLOPE, VARIES CONSTRUCT CAP BLOCK AND GROUT IN PLACE PER MANUFACTURER'S RECOMMENDATIONS. CAP UNIT TO MATCH FINAL GRADE WITHIN 4 "t TOP OF WALL EL AS SHOWN ON PROFILES MODULAR BLOCK WALL FILL WALL 6 NTS T- 343033 WALL NO. APPROX AREA (SF) WALL TYPE CUT FILL / HANDRAILING (LF) CEMENT CONIC. THICK. SW EDGE YES /NO /N.A. WALL DRAIN PIPE YES /NO WALL PLAN & PROFILE SHEET NO. WALL 1 1372 REINFORCED CONCRETE RETAINING WALL TYPE 1 FILL 175 N.A. NO 28 WALL 2 1315 STRUCTURAL EARTH WALL CUT 270 NO YES 29 WALL 3 540 REINFORCED CONCRETE RETAINING WALL TYPE 1 CUT 82 N.A. NO 30 WALL 4 981 REINFORCED CONCRETE RETAINING WALL TYPE 2 CUT 242 N.A. YES 31 WALL 5 234 SHEET PILE RETAINING WALL CUT 100 N.A. NO 32 WALL 6 49 MODULAR BLOCK WALL FILL - NO NO 33 TOTALS 4491 - - 869 - - - tvtart SURVEYED: KPG q SOS4'4� wtnCOB.y2 DRAWN BY: JLF �� � >} CITY OF FENTON RAINIER AVENUE S (SR ST DRAWING NO. 3S R S GRADY WAY TO S 2ND ST PROJECT NO. TED403430 _ off, DESIGN BY: JLF 75391h AvenueN 2502 Jefferson Avenue BID Public Works Department FEDAIDNO. - CM0167(048I N 20 CHECK BY: NM SeaWe,WA98109 Tacorra,WA98W2 DOCUMENTS we (2061286 -1640 (253)627 -0720 � C�'a APPROVED FOR CONSTRUCTION WALL 6 &MODULAR BLOCK WALL DETAILS DATE: NOV 2011 �I0 �$ PROJ MGR: JF FILE: 0655DWALL01.dwg www,kpg.00m `rA BY /9& DATE: �1 SHEET NO. 33 OF 304 NUMBER REVISION DESCRIPTION BY APP. DATE z n a m /V �Oa J G I w C) a v K 9 o w N O z H