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HomeMy WebLinkAboutR-370012a' RII 12" E IE= 12" NE 12" W SEE 201 U w 'o rr a Station nn 14-00 1-4- 0 +00 W 39( wl 37( UU 54 LF OF 12' DIAL HOPE STORM PIPE 0 0.4% MH #1- DET SYS PROFILE GllIEWATil STORMFILTER STRUCTURE RIM = 378.002 12" E IE= 369.98 PROPOSED GROUND 12" W IE= 369.18 80 SURFACE '7 5 12" N IE= 370.10 392.5 12" W IE= 370.00 CITY OF RENTON CONSTRUCTION PLAN REVIEW RESUBMNTAL SEE STD. PLANS 201.00, 5.0 204.50 AND DETAIL ST4 2.5 CITY OF RENTON CONSTRUCTION PLAN REVIEW RESUBMTRAL JEV UG DETENTION 0 SYSTEM 7.5 CITY OF RENTON CONSTRUCTION PLAN REVIEW SUBMITTAL 8" N IE= 376.71 X5.0 STORMFlLTER STRUCTURE 390 RIM = 377.50 375.20 12" E IE= 368.08 8" N IE= 372.42 12" SW IE= 366.28 60 PROPOSED MODULAR BLOCK 70.65 IE= 366.64 �--,�=0 1,�11 8" E IE= 372.42 387 • ,I■E-.,III,'! - 387.5 8" S IE= 372.32 RETAINING WALL 4' III r 00 04.50 SEE STD. PLANS EXISTING GROUND 201.00, 204.40 SURFACE RIM = 3T7•� - 8' E IE= 374.56 8" S IE= 374.46 SEE STD. PLANS 200.00, 203.00 385.0 - - 382.5 RIM = 6" E IE= 8" W IE 380 SEE STD PROPOSED GROUND SURFACE 37 RIM = 380.96 6" S IE= 377.71 8" E IE= 376.18 8" N IE= 376.71 8' W IE= 376.08 SEE STD. PLANS 200.00, 203.00 I _ 6" IE= 380.40 200.00, 397 395 392 37 PLACE CAP AT 71 LF OF 6" DIAL �D " �►i�� O 3.8% ., 375.0 3 62 LF OF 8' DIAL 0 +00 W 39( wl 37( UU 54 LF OF 12' DIAL HOPE STORM PIPE 0 0.4% MH #1- DET SYS PROFILE GllIEWATil Station ,)inn 0 +00 39( �-o 37( Station 1-1-nn 9-4-nn 7--3R STORMFILTER STRUCTURE RIM = 378.002 12" E IE= 369.98 ' 12" W IE= 369.18 80 RIM = 378.80 '7 5 12" N IE= 370.10 392.5 12" W IE= 370.00 CITY OF RENTON CONSTRUCTION PLAN REVIEW RESUBMNTAL SEE STD. PLANS 201.00, 5.0 204.50 AND DETAIL ST4 2.5 CITY OF RENTON CONSTRUCTION PLAN REVIEW RESUBMTRAL JEV UG DETENTION 0 SYSTEM 7.5 CITY OF RENTON CONSTRUCTION PLAN REVIEW SUBMITTAL 8" N IE= 376.71 X5.0 STORMFlLTER STRUCTURE 390 RIM = 377.50 2.5 12" E IE= 368.08 8" N IE= 372.42 12" SW IE= 366.28 60 PROPOSED MODULAR Station ,)inn 0 +00 39( �-o 37( Station 1-1-nn 9-4-nn 7--3R ., [Ire] -4-1-nn I +UU 2 +00 Z+JO CB #3 - CB #12 PROFILE 4 +00 4 +20 - SOTS AND HILL - -- tvi�tr'�+a1 DATUM Ulm KERN OCONNEU 1501 4m A". SUIN 1400 SeaMle, WA 96101 -3655 (206) 436 -2700 RIM = 380.96 392.5 392 CITY OF RENTON CONSTRUCTION PLAN REVIEW RESUBMNTAL 6" S IE= 377.71 08/05/13 PROPOSED GROUND CITY OF RENTON CONSTRUCTION PLAN REVIEW RESUBMTRAL JEV 8" E IE= 376.18 2 aK real CITY OF RENTON CONSTRUCTION PLAN REVIEW SUBMITTAL 8" N IE= 376.71 04/29/13 IXISDNG GROUND 390 RIM = 375.21 I � ror • NO. 8" N IE= 372.42 BY SURFACE PROPOSED MODULAR BLOCK SEE STD. PLANS 8" E IE= 372.42 387 200.00, 203.00 - 387.5 8" S IE= 372.32 RETAINING WALL 4' III SEE STD. PLANS EXISTING GROUND 201.00, 204.40 SURFACE RIM = 3T7•� - 8' E IE= 374.56 8" S IE= 374.46 SEE STD. PLANS 200.00, 203.00 385.0 - - 382.5 RIM = 6" E IE= 8" W IE 380 SEE STD PROPOSED GROUND SURFACE 37 RIM = 380.96 6" S IE= 377.71 8" E IE= 376.18 8" N IE= 376.71 8' W IE= 376.08 SEE STD. PLANS 200.00, 203.00 I _ 6" IE= 380.40 200.00, 397 395 392 37 PLACE CAP AT 71 LF OF 6" DIAL �D 377.5 37 O 3.8% 375.0 3 62 LF OF 8' DIAL 372.5 HOPE STORM PIPE 36 O 1.0% 31 LF 1 - rLFOF DIA. HDPE 370 STORM IXISTING GROUND SURFACE 0 0.7% 3 387 385 RIM = 375.21 B" N IE= 372.42 B" E IE= 372.42 12' S IE= 372.32 367.5 PROPOSED GROUND SURFACE J 36365.0 2.5 - 382 360 ., [Ire] -4-1-nn I +UU 2 +00 Z+JO CB #3 - CB #12 PROFILE 4 +00 4 +20 '81c Li r, lilwll LtVV CB #2 - CB #6 PROFILE J TVV .5 00 .5 .0 .5 90 .0 .5 80 .5 .0 .5 70 7.5 5.0 .5 4+004+20 0 0 +00 39( 37( 79.01 376.50 376.50 :376.01 PLANS 203.00 �F 8" DIAL HDPE 1PE 0 4.7% Station 1+00 1 +54 - SOTS AND HILL 1 " =30' tvi�tr'�+a1 DATUM Ulm KERN OCONNEU 1501 4m A". SUIN 1400 SeaMle, WA 96101 -3655 (206) 436 -2700 RIM = 380.96 Et 392 CITY OF RENTON CONSTRUCTION PLAN REVIEW RESUBMNTAL 6" S IE= 377.71 08/05/13 PROPOSED GROUND CITY OF RENTON CONSTRUCTION PLAN REVIEW RESUBMTRAL JEV 8" E IE= 376.18 2 aK real CITY OF RENTON CONSTRUCTION PLAN REVIEW SUBMITTAL 8" N IE= 376.71 04/29/13 IXISDNG GROUND amvA KO 4�(r 3 I � ror • NO. 8' W IE= 376.08 BY SURFACE PROPOSED MODULAR BLOCK SEE STD. PLANS 387 200.00, 203.00 - RETAINING WALL 385 382 3 � 37 RIM = 380.96 6" S IE= 377.71 8" E IE= 376.18 8" N IE= 376.71 8' W IE= 376.08 SEE STD. PLANS 200.00, 203.00 I _ 6" IE= 380.40 RIM = 380.40 8' SE IE= 377.50 8" W IE= 377.40 SEE STD. PLANS 201.00, 204.40 397 395 392 37 PLACE CAP AT 71 LF OF 6" DIAL �D HOPE STORM PIPE 37 O 3.8% 1 3 62 LF OF 8' DIAL HOPE STORM PIPE 36 O 1.0% - 3 36 IXISTING GROUND SURFACE RIM DIA 6" E IE= 8" NW IE= SEE STD. 20000 _ 38300 380.50 380.00 PLANS 20300 3 387 385 RIM = 375.21 B" N IE= 372.42 B" E IE= 372.42 12' S IE= 372.32 PROPOSED GROUND SURFACE SEE STD. PLANS - 382 201.00, 204.40 8" WATER, IE= 378.26 1 3 377 - 6 "K8" WYE CONN, 375 122 LF OF 8' DIAL HOPE 8" IE= 378.94 113 LF OF 8" DIAL HOPE STORM PIPE 0 1.0 %_ _. 97 LF OF B" DIAL HOPE 372 STORM PIPE 0 3.2% STORM PIPE 0 2.6% 3 36 23 LF OF 12' DLl HDPE STORM PIPE 0 1.0% 36 362 3 '81c Li r, lilwll LtVV CB #2 - CB #6 PROFILE J TVV .5 00 .5 .0 .5 90 .0 .5 80 .5 .0 .5 70 7.5 5.0 .5 4+004+20 0 0 +00 39( 37( 79.01 376.50 376.50 :376.01 PLANS 203.00 �F 8" DIAL HDPE 1PE 0 4.7% Station 1+00 1 +54 36 0 +00 .5 90 .5 .0 .5 80 7.5 5.0 2.5 70 7.5 5.0 2.5 60 1 +00 1 +54 STUB - BLDG PROFILE IN COMPLIANCE WITH CITY OF RENTON STgNDARDS BY: v Date: 4t; BY( Date: Data: BY: Date: IXISTING GROUND SURFACE PROPOSED GROUND SURFACE 3 UG DETENTION SYSTEM 26 LF OF 8" DIAL - SOLID HOPE STORM PIPE 0 2.0% Station 0 +46 .5 RIM = 376.00 8" N IE= 372.5 SEE STD. PLANS 201.00, 204.40, 260.10 Station C67 TO DETENTION BASIN R- 310013 PLAN & PROFILE SURVEY BY. F.F.E. = 100.00 (ARCH.) 3� & IOU �R91 G INC. SCALES 4815 CUTU STRUT • 384.40 (CIVIL) TACOMA WA 98409 HORIZONTAL : 1" = 30' MR (253) a7a -9449 VLT2TICAL ; 1" = 6' FAX (253) 474 -0153 - SOTS AND HILL 1 " =30' tvi�tr'�+a1 DATUM Ulm KERN OCONNEU 1501 4m A". SUIN 1400 SeaMle, WA 96101 -3655 (206) 436 -2700 RIM = 380.96 Et 392 CITY OF RENTON CONSTRUCTION PLAN REVIEW RESUBMNTAL 6" S IE= 377.71 08/05/13 PROPOSED GROUND CITY OF RENTON CONSTRUCTION PLAN REVIEW RESUBMTRAL JEV 8" E IE= 376.18 SURFACE aK real CITY OF RENTON CONSTRUCTION PLAN REVIEW SUBMITTAL 8" N IE= 376.71 04/29/13 IXISDNG GROUND amvA KO 4�(r 3 I � ror • NO. 8' W IE= 376.08 BY SURFACE APPR ATO, @N SEE STD. PLANS 387 200.00, 203.00 - 385 382 3 � 37 I _ 6" IE= 380.40 8" IE= 377.33, 37 PLACE CAP AT 71 LF OF 6" DIAL �D HOPE STORM PIPE 37 O 3.8% 1 3 62 LF OF 8' DIAL HOPE STORM PIPE 36 O 1.0% - 36 36 3 36 0 +00 .5 90 .5 .0 .5 80 7.5 5.0 2.5 70 7.5 5.0 2.5 60 1 +00 1 +54 STUB - BLDG PROFILE IN COMPLIANCE WITH CITY OF RENTON STgNDARDS BY: v Date: 4t; BY( Date: Data: BY: Date: IXISTING GROUND SURFACE PROPOSED GROUND SURFACE 3 UG DETENTION SYSTEM 26 LF OF 8" DIAL - SOLID HOPE STORM PIPE 0 2.0% Station 0 +46 .5 RIM = 376.00 8" N IE= 372.5 SEE STD. PLANS 201.00, 204.40, 260.10 Station C67 TO DETENTION BASIN R- 310013 PLAN & PROFILE SURVEY BY. F.F.E. = 100.00 (ARCH.) 3� & IOU �R91 G INC. SCALES 4815 CUTU STRUT • 384.40 (CIVIL) TACOMA WA 98409 HORIZONTAL : 1" = 30' MR (253) a7a -9449 VLT2TICAL ; 1" = 6' FAX (253) 474 -0153 All elevations are based on NAVD 88 datum. BM #1) Elevation: 400.968' KC BM "FSA (350' SE OF INTERSECTION - COORDINATES: N:165206.4, E:1303281.4) TBM #2) Elevation: 400.69' Railroad Spike. 03/28/13 VELMEIR RETAIL PHARMACY STORM PROFILES -SITE 01.8 .m 13 viz; R-,7700(3 - SOTS AND HILL 1 " =30' tvi�tr'�+a1 DATUM Ulm KERN OCONNEU 1501 4m A". SUIN 1400 SeaMle, WA 96101 -3655 (206) 436 -2700 Et CITY OF RENTON CONSTRUCTION PLAN REVIEW RESUBMNTAL JEV 08/05/13 CITY OF RENTON CONSTRUCTION PLAN REVIEW RESUBMTRAL JEV 06/20/13 mere Ef aK real CITY OF RENTON CONSTRUCTION PLAN REVIEW SUBMITTAL ET 04/29/13 amvA KO 4�(r I � ror • NO. REVISION BY DATE APPR ATO, @N All elevations are based on NAVD 88 datum. BM #1) Elevation: 400.968' KC BM "FSA (350' SE OF INTERSECTION - COORDINATES: N:165206.4, E:1303281.4) TBM #2) Elevation: 400.69' Railroad Spike. 03/28/13 VELMEIR RETAIL PHARMACY STORM PROFILES -SITE 01.8 .m 13 viz; R-,7700(3