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HomeMy WebLinkAboutTRO4103430.33n N 0 N N 0 Q 0 Ln Ln c0 CD (10 X / V) 0 C) W 0 / a .a U) 0 z 0 z W Of cn c) w 0 ry n / Nop RA "V"ER AVE S CONSTRUCTION LIMITS BEGIN WALL STA 28+17.3, 64.1' RT [- WALL 6 - END WALL STA 28+42.7, 63.7' RT 0 16 KFC PLAN - WALL 6 SCALE: 1" = 10' 40 40 TOP OF WALL INCLUDING: CAP BLOCK APPROXIMATE TOP :................................. BACK OF SIDEWALK ...................................... :..........EXISTING* GROUND ....:............................. . BEGIN IWALL' ... ....... ......... . AT FACE OF WALL ...:...... ..... . ... ............. .......... STA 28+17:3' ............................................ EL 28.0' END WALL 30 .. STA 28+42. ..6........................................... . 30.. . ................................. ...................... EL 28.0 ................STA. .28+.1.7..3..... ...................... .................................................................. :. STA 28+42.6 ........... ..:. ........... .... , 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' ' I NUMBER REVISION DESCRIPTION BY I APP. I DATE �4 lACQ` wq sal �y 110 a c� s 0 2032IST 0�0 �I�NA L A, 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 \ I \ I \ \ I \ I \\ I I \\ I (TYP) 2 \ I H \ I \ I \ I \ I \\ I EDGE OF \ ,/ I REINFORCEMENT ZONE \ \ I \\ I \I \I ----------- 3 OF POST FURNISH AND INSTALL PEDESTRIAN HANDRAIL ADJACENT TO CUT WALL PER DETAIL, SHEET 2 GRID LENGTH VARIES, 0.8 X H MAXIMUM CONTRACTOR TO PROVIDE STAMPED STRUCTURAL DESIGN FOR APPROVAL, PER WSDOT STANDARD SPECIFICATION SECTION 6-13. STRUCTURAL EARTH WALL (CUT) WALL 2 N TS STRUCTURAL EARTH WALL & MODULAR BLOCK WALL NOTES WALL 2 O MODULAR BLOCK WALL FACING SHALL BE STANDARD STRAIGHT FACE UNITS, UNIT CORE APPROVED WALL DESIGN. 2 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. ® 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. 40 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 95% MAX DENSITY. O7 PROPERTY RESTORATION AS SHOWN ON THE PLANS. SLOPE 3:1 MAX. 11-14-11 SURVEYED: KPG DRAWN BY: JLF DESIGN BY: JLF CHECK BY: NM PROJ MGR: JF FILE: 0655DWALL01.dwg ]p4Q 753 9th Avenue N 2502 Jefferson Avenue Seattle, WA 98109 Tacoma, WA 98402 (206) 286-1640 (253) 627-0720 www.kpg.com BID DOCUMENTS CONSTRUCT CAP BLOCK AND GROUT IN PLACE PER MANUFACTURER'S RECOMMENDATIONS. CAP UNIT TO MATCH EXISTING GRADE WITHIN 411f CONCRETE TO BE FLUSH AGAINST FACE OF WALL SIDEWALK WIDTH AS INDICATED ON PLANS AND TYPICAL SECTIONS e AO. e d BOTTOM OF WALL EL 0 PAY LIMIT A e e d a e da d e a. . e a Tnn ❑ A (`Le nC 01 rlUTAI A I V TOE OF WALL, APPROXIMATE ELEVATION POINT SHOWN ON WALL PROFILE. iPE, VARIES JCT CAP BLOCK AND GROUT IN PLACE NUFAC fUR R' R:=ti� 9 �MEiiDA IIOi R. i T TO MATCH FINAL GRADE WITHIN 4"f TOP OF WALL EL AS SHOWN ON PROFILES MODULAR BLOCK WALL (FILL) WALL 6 N TS WALL TABLE T=343033 WALL NO. APPROX AREA (SF) WALL TYPE CUT/FILL HANDRAILING (LF) CEMENT CONC. 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. _ I NO 28 WALL 2 1315 STRUCTURAL EARTH WALL CUT 270 NO YES I 2 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 - - - RCITY OF RENTON ..11 Public Works Department APPROVED FOR CONSTRUCTION BY: DATE: RAINIER AVENUE S (SR 167) S GRAD'Y WAY TO S 2ND ST WALL 6 & MODULAR BLOCK WALL DETAILS 33 DRAWING NO. PROJECT NO. TED403430 FED AID NO. -CM0167(048) DATE: NOV 2011 SHEET NO. 33 OF 304