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HomeMy WebLinkAboutD-352906rn N M ll`-� N CL w � z W C) (n 0 0 a� (n 0 tl17 W cc Q W ro a cc W a W Y Q J 3 60' ........ 50' CB -7 STA 16 +41 STA 14 +06, 44'i T STA 17 +04 EX: TYPE :2: CB RIM EL 36;54 40' EX.:24" IE =18.64 .: NEW 60" TYPE 2 CB 18": . (E) : I E =:1:8..6:4:: EX TYPE CB -S, :STA: 1:4 +18 30' - j 60' 8 "D _. ... 8oW _ RIM EL 31 5 0 1.. .1. : ... . . . . . 20' ... O 46' 1:8'! :: CPEP ........ PIPE .... ...: S 0: 001 F7 /FT 10' EX 18" REMOVE :EX CHA NN EL AS REQUIRED TQ; CORE DRILL EX CB 0' . ... .- ..... ...... .. ... .... ... .... .... .... ... , EX CB TO C13-5 tO1B 38TH AVENUE SE, SUITE 100 PUTALLUP, WASHINGTON 989]4 T. 253.604.6600 F. T53.804.BY99 xmv.paramehhcmm STA 14 +06, 441T N) 78340.81 /1298568.24 i EX _TYRE 2 -CB W EX 24 IE =18.64 W S U0 'POTHOLE ° t LOCATION, TYP�ti 7 Z/ APPROX LOCATIO OF JACKING PIj 2 o LAKE AVE S STREET VACATION SIA 15 +23 SU LI SPU CATHODIC PROTECTION (EX 60' WIDE CITY UTILITY EASEMENT) N 178440.77 ANODE CABLE 11 TYPE 02 DCB - -p / 1 PLUG ABANDON SW 24 D AS OX 5' NECESSARY / N 1178578.98 72 Y CB -8 STA 16+ o u REMOVE APPROX 5' OF X_ EX NE 24 D o (� E 1298654.38 TO INSTALL NEW CB. PLI G NEW 0" TYPE 2 CB - & ABANDON' l c ` STA 6104 N- 17833-1 -.63 0 \���� -. N_. ` - N 1I 8PF 39 L I y E 1298659.95 S-- CB 5 STA 14 +18 - _8 „N! -P w,1 - EX TYPE 2 CB - -- e'vE -12- 98612: -9�.�W z - �a-•.� -- v -� 1,� fvEW -72" TYPE 2 CB -1 l -6� I TEMP 2 "W � + NN, APPROX LOCATION R LOCATE? X 8' J - - S'E,DETAIS, SEE CONSTR CTION OF RECEIVING PIT 2 S T C6 NOTE 4 1 lr �;. NB-6 STA. 3 +- - 0 €MOVETE1 1 P+41 2 C, 1 PROVIDE TEMP BYPASS FOR EX SD UNTIL I \ " COMPLETION OF DRAINAGE E 129865690 1 $78548.76 �� SYSTEM FROM EX BOX INSTALL NEW 60" E 1298649.02 CULVERT TO CB -5 TYPE 2 CB INSTALL NEW 60" PLAN TYPE 2 CB SCALE IN FEET 0 20 40 RES.j,1I;:NrNDj-D P-CIR APPROVAI By]__ ______ __ ___ ___ Datei -------- By, ---------------- Date, -------- By' ---------------- Dater _______ Byl----------- ----- Date'- ------- . N0. REVISION BY DATE APPR vmncu, ww ,sea CITY OF a61GNF0 1 n -20• NOaQONf.LL: WD 19B]I1881 :; �1 R. HERMES ta RENTON K. TAYLOR pN, E waf DATUM `" "" .3 nlu scacNU scar: -� Planning /Building /Public Works Dept. IF NOT ONE WCII MPRO&D: Sfl1E ACCORWI0.Y CONSTRUCTION NOTES: 1. ALL TYPE I CATCH BASINS SHALL BE FRAME & GRATE UNLESS NOTED OTHERWISE. SEE CITY STD PLAN 200.00. RIM ELEVATIONS SHALL MATCH EX GRADE. 2. ALL TYPE 2 CATCH BASINS SHALL BE FRAME & GRATE UNLESS NOTED OTHERWISE. RIM ELEVATIONS SHALL MATCH EX GRADE. 3. PROTECT SPU CATHODIC PROTECTION ANODE CABLE ADJACENT TO 51 "W. 4. PROVIDE TEMPORARY 2 "W SERVICE CONNECTION DURING CONSTRUCTION BETWEEN CB -7 AND CB -8. SEE DETAIL 1, SHEET C6 AND SPECIAL PROVISIONS. 5. NOTIFY SPU PRIOR TO EXCAVATION AND PRIOR TO BACKFILLING WITHIN CITY OF SEATTLE WATER TRANSMISSION MAIN RIGHT -OF -WAY IN ACCORDANCE WITH PERMIT REQUIREMENTS. COMPLY WITH ALL CITY OF SEATTLE RIGHT -OF -WAY PERMIT REQUIREMENTS. PROTECT EXISITNG UTILITIES AS REQUIRED. D- 352906 LAKE AVE S / RAINIER AVE S STORM SYSTEM PLAN AND PROFILE STA 13 +50 TO STA 17 +20 JUNE 2011 HEILBLYA(: PILE C2 " s '1 CB -7 STA 16 +41 STA 17 +04 NEW 60" TYPE 2 CB EX TYPE 2 CB 60' _. ... ........................ _ RIM EL 31 5 RIM EL 30.78 60' E IE X 61i (E) 20.9f EX 18" (W) IE21.38 ...... .......... ..... .. ... .... ... .... .... .... ... , .... .... ...... EX :12'` : (W). IE =23.68 ;24' (N ',& S) IE= 21',08: : ............ ... ... ... :::CB =6 . STA::1 6 +06 : : 30'': (N)::IE =18;82: CB ...... -8 STA::1 6 +72 . NEW :60 ": TYPE 2 C'B 30" (SE) IE 18:82 NEW 60 ":TYPE 2 CB 50 I CB 5 STA 14 +18 . . ... _.... _.. RIM EL 35.:4 ..... SUMP, . _ 50' NEW 72" TYPE 2 .CB . RIM EL 30,7 30" (NW)', :IE 1877: RIM : EL 3.1..8 EX 12" (E) IE 22..29 IE =18.77 EX 6 (E) 1E =20.72± 8„ (E) JE= 18;59 EX 24 (N) IE 19:97 ... 34" N &.:SW 'IE =18.59 ( ). ::. .... ... 30 : (S). IE= :19.89 40 .:.. . _ .... RECEIVING !PIT. CONTRACTOR:.:.... ._...... 4 ' 0 74' -, 42" STL :CASING; : JACKING; PIT: CONTRACTOR TO DETERMINE ACTUAL SIZE: .. ... AND :34" HOPE: PIPE:.: TO DETERMINE ACTUAL; SIZE AND SHAPE S =6.001 FT /FT AND, ,SHAPE ... 30' .. - �... 2 "D© ..... ..... ..:.... 1Yz W 8 0 P ::: GP �.: 645 W 66 "W 0 15 D o r 6 (1 (11 0 150' 42' STL::CASI:NG AND 34" .. .HDRE .PIPE: S' :0007 FT /FT 12'S D = 8'D ;, 8 W:: 20' Y �.. 0 ., _ _ . _ ..._... _ T _._ .•. _ .. - 7J'[):. `U24.''D .' 20' - - - - - - -, - - ... ... ... ... ... ... ... -f 51 "W STA: 14 +51 .. 42" 'STL : CASING :IE= 18.29.::: STA::1:6 � 10' I - - 34 HDPE.:P.IPE..IE. -:1:8 62 ..:.:. 42' STL CAS]NG IF= 18:44 „ . 34' HDPE PIPE IE 18:77 "' 3 1 CP PIPE, 10' STA 14 +13.:: 34 34: HDP:E:PIPE @ S-0,001 FT /FT .. ..... ... ... ::: 0 S=0.035 FT/FT ::: 42' STL CASING IE -18.25 4 54 ", HDPE PIPE © 5 =0 001 FT /FT 5' 34 HDPE PIPE 8 -0001 /FT t-EX "W 34 ' . .. :H:DPE PIPE IE_1&58 .. ..: . 35 , : 30° CPEP PIPE @ S -0.001 FT /FT 8 TO BE RELOCATED 0' ::: _..__ .. ......:.:.:.: ........0' 13 +50 14 +00 15 +00 16 +00 17 +00 17 +20 PROFILE HORIZ: 1 " =20' VERT: 1"=10' RES.j,1I;:NrNDj-D P-CIR APPROVAI By]__ ______ __ ___ ___ Datei -------- By, ---------------- Date, -------- By' ---------------- Dater _______ Byl----------- ----- Date'- ------- . N0. REVISION BY DATE APPR vmncu, ww ,sea CITY OF a61GNF0 1 n -20• NOaQONf.LL: WD 19B]I1881 :; �1 R. HERMES ta RENTON K. TAYLOR pN, E waf DATUM `" "" .3 nlu scacNU scar: -� Planning /Building /Public Works Dept. IF NOT ONE WCII MPRO&D: Sfl1E ACCORWI0.Y CONSTRUCTION NOTES: 1. ALL TYPE I CATCH BASINS SHALL BE FRAME & GRATE UNLESS NOTED OTHERWISE. SEE CITY STD PLAN 200.00. RIM ELEVATIONS SHALL MATCH EX GRADE. 2. ALL TYPE 2 CATCH BASINS SHALL BE FRAME & GRATE UNLESS NOTED OTHERWISE. RIM ELEVATIONS SHALL MATCH EX GRADE. 3. PROTECT SPU CATHODIC PROTECTION ANODE CABLE ADJACENT TO 51 "W. 4. PROVIDE TEMPORARY 2 "W SERVICE CONNECTION DURING CONSTRUCTION BETWEEN CB -7 AND CB -8. SEE DETAIL 1, SHEET C6 AND SPECIAL PROVISIONS. 5. NOTIFY SPU PRIOR TO EXCAVATION AND PRIOR TO BACKFILLING WITHIN CITY OF SEATTLE WATER TRANSMISSION MAIN RIGHT -OF -WAY IN ACCORDANCE WITH PERMIT REQUIREMENTS. COMPLY WITH ALL CITY OF SEATTLE RIGHT -OF -WAY PERMIT REQUIREMENTS. PROTECT EXISITNG UTILITIES AS REQUIRED. D- 352906 LAKE AVE S / RAINIER AVE S STORM SYSTEM PLAN AND PROFILE STA 13 +50 TO STA 17 +20 JUNE 2011 HEILBLYA(: PILE C2 " s '1