Loading...
HomeMy WebLinkAboutR-370028i i i i i i i i i i i Station n+ 00 1+001+20 36 0+ 00 390 • 37( IA- GR 380 T � RN 375.13 PROPOSED GROUND 12' E IE= 370.65 (EX) 6' S IE= 3� 77.79...... f��_ 12' NE IE= 3M..64* 366.03 CR RIM 375.27 12' W IE= 366:04- 365.93 _Z90 SEE STD. PLANS 8' W IE= 376:6� 3 .39 EWnNG GROUND 201.009 204.50 SEE STD. PUNS . _ _ RETAINING WALL SURFACE - - - - -_ _ .................................................................. ............................... 37C w 367.5 387.5 W 12" S IE= 372.37 x = =o 0 382.5 3 0 ..... .......... ............................... ,.. 0 3 362.5 i CL 3 ell < 0 36 0+ 00 390 • 37( STORMFlLTER STRUCTURE RIM = 378.002 8 12' E IE= 369.98 12" W IE= 369.18 380 RIM = 378.80 77.5 12" N IE= 370.10 12" W IE= 370.00 SEE STD. PLANS 201.001 75.0 204,50 AND DETAIL ST4 72.5 UG DETENTION � SYSTEM 67.5 65.0 STORwIFlLTER STRUCTURE RIM = 377.50 62.5 12" E IE= 368.08 12" SW IE= 366.28 360 0 +00 � 1 +00 1 +ZO 74 LF OF 12" DIA. HDPE STORM PIPE 0 0.5% MH#1- DET SYS PROFILE Station 0 r) 0+00 39C 37C Station 1-4-00 IA- GR T � RIM = 3M.96 r 1.04 PROPOSED GROUND ;......... 6' S IE= 3� 77.79...... f��_ SURFACE 8' E IE= 376:i� 3 6.44' 39 ' CR RIM 375.27 PROPOSED MODULAR BLOCK e• N IE= �� . _Z90 3 8' W IE= 376:6� 3 .39 EWnNG GROUND SEE STD. PUNS . _ _ RETAINING WALL SURFACE - - - - -_ _ .................................................................. ............................... ...... 3 367.5 387.5 4 DIA_ GR J4 12" S IE= 372.37 x = =o 0 382.5 3 SEE STD. PLANS EXISTING GROUND ..... .......... ............................... ,.. 0 3 362.5 i _ - 8" E IE= 374.56 3 ell < 0 .« ............ ............................... 8 SAN, 6" S IE= �� 3 7.79 3 8" S IE= 3?4.46 3 4.37 IE= 364.53 PL/CE CAP AT PROPOSED GROUND SEE STD. PIANS i 8" E IE= 96.18 37 .44 372.5 STORMFlLTER STRUCTURE RIM = 378.002 8 12' E IE= 369.98 12" W IE= 369.18 380 RIM = 378.80 77.5 12" N IE= 370.10 12" W IE= 370.00 SEE STD. PLANS 201.001 75.0 204,50 AND DETAIL ST4 72.5 UG DETENTION � SYSTEM 67.5 65.0 STORwIFlLTER STRUCTURE RIM = 377.50 62.5 12" E IE= 368.08 12" SW IE= 366.28 360 0 +00 � 1 +00 1 +ZO 74 LF OF 12" DIA. HDPE STORM PIPE 0 0.5% MH#1- DET SYS PROFILE Station 0 r) 0+00 39C 37C Station 1-4-00 i +vu CB #3 - CB #12 PROFILE 4+004+20 IA- GR T � RIM = 3M.96 r 1.04 Z ;......... 6' S IE= 3� 77.79...... f��_ 392.5 8' E IE= 376:i� 3 6.44' 39 ' CR RIM 375.27 PROPOSED MODULAR BLOCK e• N IE= �� . _Z90 8' W IE= 376:6� 3 .39 8" N IE= 3.42 372.47 SEE STD. PUNS . _ _ RETAINING WALL 387.5 ... 8" E IE= 312.42' 372.47 - 367.5 387.5 4 DIA_ GR J4 12" S IE= 372.37 x = =o 382.5 38 SEE STD. PLANS EXISTING GROUND - . RIM = 377.46 � ....................... RIM 1_. Q4 ...... . ........... .................... 385.0 362.5 201.001 204.40 SURFACE _ - 8" E IE= 374.56 377.5 ell < 0 382.5 6" S IE= �� 3 7.79 ........... - � 8" S IE= 3?4.46 3 4.37 375.0 PL/CE CAP AT PROPOSED GROUND SEE STD. PIANS i 8" E IE= 96.18 37 .44 372.5 SURFACE 200.009 203.00 3 37 _ „_._..._._...... � ...................... 8" N IE= 3�6:'3't'..3 .. 89. ........_._..................__ ,.............. 380 HOPE STORM PIPE____ ___ 367.5 0 1.0% 8" W IE= 3?6..98� A. 9 8" W IE= 3�#� 377.46 . _ _ ......... .........:..................... ....... j .................. ��.. �����. .���.�.- ����..���- �............ _ 375.0 _ SEE STD• PLANS .. _ ...._ .. I 200.00, 203.00 E 201.00, 204.40 , _ ~� RIM 383:98- " 6 E IE- 388:x. 370 185 LF OF 8 DIA. HDPE ' EXISTING GROUND SURFACE ._ ..........._.. _ _........ ; .89 LAI) .. ... ... . .... .. STORM PIPE 0-9.7 1.0% ..........................._._....................... -RIM = Sr�:i'�' 375.27 ............................... , �-, 367.5 f - 365.0 ._.... ................... ;......... __ _ _ 362.5 " 8 N IE= i;2.42 372.47 _ SEE STD. PLANS 360 i +vu CB #3 - CB #12 PROFILE 4+004+20 360 1 0+00 1 f UU Lt U CB #2 - CB #6 PROFILE NO. J rt" V V REVISION 02.5 00 97.5 95.0 92.5 390 87.5 85.0 82.5 380 77.5 75.0 72.5 370 67.5 65.0 62.5 360 4+004+20 Lt UU Lt JCS . � .... ..... a ... RIM = 379.01 6" E IE= 376.50 8" W IE= 376:$i- 376.17 SEE STD. PLANS 200.00, 203.00 31 LF OF 8" DIA. HDPE STORM PIPE 0 *.TX5.2% Station 0 +00 1 1+54 IA- GR T � RIM = 3M.96 r 1.04 Z 392.5 6' S IE= 3� 77.79...... f��_ z m 8' E IE= 376:i� 3 6.44' 39 ' SURFACE PROPOSED MODULAR BLOCK e• N IE= �� . EXISTING GROUND 8' W IE= 376:6� 3 .39 � SURFACE SEE STD. PUNS . _ _ RETAINING WALL 387.5 200.009 203.00 - 367.5 - - --� _ 4 DIA_ GR J4 385.0 x = =o 382.5 38 f � ....................... RIM 1_. Q4 ...... . ........... .................... - - -- 362.5 -c J 377.5 ell < 0 6" IE= 380.40 6" S IE= �� 3 7.79 ___ - -___ 8' IE= 377.33, ____ ,_ _ 375.0 PL/CE CAP AT 71 LF Of 6' DIA. i 8" E IE= 96.18 37 .44 372.5 RIM _ 1 0 3.8% 3 37 _ „_._..._._...... � ...................... 8" N IE= 3�6:'3't'..3 .. 89. ........_._..................__ ,.............. 8 SE IE= 377.50 HOPE STORM PIPE____ ___ 367.5 0 1.0% 8" W IE= 3?6..98� A. 9 8" W IE= 3�#� 377.46 . _ _ 362.5 j .................. ��.. �����. .���.�.- ����..���- �............ ............................. .�.....�.�.�..�...��.�.�����.�. ` ...........t....... ................ .�.....,...................�..� SEE STD. PLANS �......... ...........,.,................................. ��.............,.,,....,..,.... ,.�........,................... ..................... ........................,...... ......... ................... _ SEE STD• PLANS .. _ ...._ .. I 200.00, 203.00 E 201.00, 204.40 , _ ~� RIM 383:98- " 6 E IE- 388:x. � ' EXISTING GROUND SURFACE ._ ..........._.. _ _........ ; .89 LAI) .. ... ... . .... .. ..........................._._....................... -RIM = Sr�:i'�' 375.27 ............................... , �-, f - 8" NW IE= 380.00 E " 8 N IE= i;2.42 372.47 _ SEE STD. PLANS _......._ ........... ............................... 8" E IE= 3r4 372.47 .................................................................................... ............................... PROPOSED GROUND .........:........_ ............ ....._.................;....... _ . 200.009 203.00 3 I 12' S IE= 37232 372.37 SURFACE i f SEE STD. PLANS ......:..... 201.009 204.40 r 8" WATER, IE= 378.26 i 0 . 6x8 WYE C N 122 LF OF 8" DIA. HDPE 8" IE= 378.94 f 0 STORM PIPE 0 -�.� o.s io 113 LF OF 8" DIA. HDPE 97 LF OF 8" DIA. HDPE STORM PIPE 0 5.2%3.4% STORM PIPE 0 2.6% I 3 23 LF OF 12' Dill HDPE STORM WE 0 1.0% i 3 f x ! r „ .. ............................... i....,.,......... .......... ............. ....... ..,...,,... ....................,....,., ,........,,,............,....., i..,......,..,...,,,,,,..,,,..,,,,..,..... ..................a.,.,........ _................. ..........,..... , p ........ ............... 360 1 0+00 1 f UU Lt U CB #2 - CB #6 PROFILE NO. J rt" V V REVISION 02.5 00 97.5 95.0 92.5 390 87.5 85.0 82.5 380 77.5 75.0 72.5 370 67.5 65.0 62.5 360 4+004+20 Lt UU Lt JCS . � .... ..... a ... RIM = 379.01 6" E IE= 376.50 8" W IE= 376:$i- 376.17 SEE STD. PLANS 200.00, 203.00 31 LF OF 8" DIA. HDPE STORM PIPE 0 *.TX5.2% Station 0 +00 1 1+54 IA- GR T � RIM = 3M.96 r 1.04 Z 392.5 6' S IE= 3� 77.79...... PROPOSED GROUND z m 8' E IE= 376:i� 3 6.44' 39 ' SURFACE 390 e• N IE= �� . EXISTING GROUND 8' W IE= 376:6� 3 .39 � SURFACE SEE STD. PUNS . _ _ 370 387.5 200.009 203.00 - 367.5 - - --� _ _ 385.0 x = =o 382.5 38 380 � - - -- 362.5 -c J 377.5 ell < 0 6" IE= 380.40 360 ___ - -___ 8' IE= 377.33, ____ ,_ _ 375.0 PL/CE CAP AT 71 LF Of 6' DIA. p,�p HDPE STORM PIPE 372.5 0 3.8% 37 370 62 LF OF 8' DIA. HOPE STORM PIPE____ ___ 367.5 0 1.0% ­365.0 . _ _ 362.5 36 360 0 +00 1+00 1+54 s1Al1lElRac SITTS AND HILL oEaia ET ET CNMKO BY DATE APPR M�EV STUB -BLDG PROFILE F.F.E. = 100.00 (ARCH.) = 3$�4U (CIVIL) 384.36 PLAN & PROFILE SCALES HORIZONTAL : 1 " = 30' VERTICAL : 1 " = 6' IN COMPLIANCE WITH CITY OF RENTON STANDARDS BY: Date: BY: Date: BY: Date: BY: Date: Station 0 +.00 0 +46 EXISTING GROUND SURFACE PROPOSED GROUND SURFACE 38 370- UG DETENTION SYSTEM OF 8' DIA. 26 LF SOLID HDPE STORM PIPE 0 2.0X Station T �cn 1 z 2 � � T I _z m D 0 D Z G1 Z C 3 m M n 382.5 O RIM = 376.00 8' N IE= 372.5 T � Z T � � 1 2 �:o ca z m m D 372.5 T �cn 1 z 2 � � T I _z m D 0 D Z G1 Z C 3 m M n C67 TO DETENTION BASIN R- 310018 SURVEY BY SITTS & IDLL ENGLVEEROW 4815 CENTER STREET TACOMA WA 98409 TFJX.. (253) 474 -9449 FAX (253) 474 -0153 BENCEOUM All elevations are based on NAVD 88 datum. BM #1) Elevation: 400.968' KC BM "F8A" ( 350' SE OF INTERSECTION COORDINATES: N: 165206.4, E: 1303281.4) TBM #2) Elevation: 400.69' Railroad Spike. scme 1 " =30' "a m°" L' '""or Inwi °' 09/10/14 VELMEIR RETAIL PHARMACY POM KEITH OCONNELL STORM PROFILES -SITE Ift DATU M 1501 4th Ave. Sulte 1400 a ALL MALE Seattle, WA 98101 -3655 C1.8 F sF ass IM (206) 438 -2700 VC" Aooaso MY 13 382.5 O RIM = 376.00 8' N IE= 372.5 T � SEE STD. PLANS �:o 377.5 201.009 204.40, 260.10 375.0 372.5 370 367.5 > r 1= .- x = =o `> - - -- 362.5 -c J ell < 0 360 O 0+46 C67 TO DETENTION BASIN R- 310018 SURVEY BY SITTS & IDLL ENGLVEEROW 4815 CENTER STREET TACOMA WA 98409 TFJX.. (253) 474 -9449 FAX (253) 474 -0153 BENCEOUM All elevations are based on NAVD 88 datum. BM #1) Elevation: 400.968' KC BM "F8A" ( 350' SE OF INTERSECTION COORDINATES: N: 165206.4, E: 1303281.4) TBM #2) Elevation: 400.69' Railroad Spike. scme 1 " =30' "a m°" L' '""or Inwi °' 09/10/14 VELMEIR RETAIL PHARMACY POM KEITH OCONNELL STORM PROFILES -SITE Ift DATU M 1501 4th Ave. Sulte 1400 a ALL MALE Seattle, WA 98101 -3655 C1.8 F sF ass IM (206) 438 -2700 VC" Aooaso MY 13 �m� T � v �m�