Loading...
HomeMy WebLinkAboutW-394907M N U N V) J N z O ne w a w w J W a O M N O N O N >I O I I I Ln N N I a� a� 0 Q U i N a� r� a a 0 c 0 4 c I N N i 00 U a� 0 �I W 45 W 35 30 25 20 15 10 SSMH 65030 / RIM 30.29 IE 24.9 E,W cL STA A6-I-iF JOINT DEFLECTION IE 25.2 E,W @ CL / 200 F3] I STA A6+29 4' RT 15 THROUGH CURVE 1-12"x6" TEE, RJxFL STA �9+�z�+� 400 15 STA A9+41 12' LT BENC TRASHCAN 1-6" GV, FLxRJ i 211 i i ^NCO BF! i R4 O — — — _ _ — _ 8'�TLK 1-FH, 20' LT � JOINT DEFLECTION 1-12 x6 TEE, RJxFL tJGT = _ _ _ = UTG� -_ _ — dGP-r -==T�l �SSLL T _ _ �Z __ _ _ _Er 1-6"GV, FLxRJ _ SS - 4 CHLK T A 2 _ _1-TB - _ _ ._ TUB_ _ _ _ THROUGH CURVE 1-FH, 32 LT O _ - SS Ac_ - _ - SS - - I 13 LBWS J _2-6" 450 BENDS _ CJGF'= _ = s _ n 1-TB p p SS _� �`-r i 711 i i .7 CO BCnll"1 Ill 00 AC �r TWO MOUNTED SIGNAL HEADS T I F WIT =- -. DWY -� + DWY _ _ L _ - T - -_- - - O F 2 U - - T - - - T T - - - - i _ - ill U _ _ _ _ - - - - T _ _ -T __ - _ _ -_ \ CB 6 49 ' 24 IE=27.4 - STA A7+36, 0 - _ T- �S _- T RI 231. S 6" CONIC Q 8"W c22- — — — — 8>,W CI - - - 8„W 1 TYP,) - E "�V Cl - - - 6 W C1= — _ � °W� — � — -31 — — - T - _ 37 T _ .... 27 A6+ .j. IE=27.6 - 8 W CI _I _ 8„W C - - _ T _ - - - _ _ - -1J _ - T W - -� - ; -I i- I - -_ _ A7+00 - I 8 - T _ _ _ T - T m LU 12"DI W �- - W CI 8' _ _ - Z I• w ci _ _ -$- STA A9+32 0' - wJ 23 _ S 2ND ST •.: ... 418 0 ..--_8„wcl ___ ___ - 13 Ln 2 — — -- — _ IE=25.3 "w a ss _ _- U .. ... .... .. � STAA6+14 4'RT — _ — •.., •: •.. - •• _�,,W�� _ - I ` 1-12"X2" TEE SIC 259 • ' ' • , — - " \ STA A6+07 4' RT- — - 2"PVC CONL — - 8" C900•SS=�--� , '" ' ' • • — — -32 A9+ - G G - - - -- 1-12"X2"TEE --�- 1-2"GV ---G-____G_--� STA 16'1' 1 0 00 1-2" GV STA A6+59, 20 RT- 31- — _ _ I _ - I LGP_ - �1� - _ - - - T G1 - _U �Al � - -UGP- - - - - - - T - - - T - - -•- T - - - - - - _ CONIC RET WALL T DWY p CONIC RET WALL - - - -UGP- - - - _ GP I DWY �� \ T - - - T - - - FO DUC �� !" O -ta---UGP-- UGP- �� - 2 __------ - - - --------- -- - 32- - - -- -32 I. RPL#3 66" STL I - - - - - - -I-1- � - - - - - - _ STA , ' �' ------ � -`, AC ----���-- - 3�STA A9+22, 9' LT_,,-""--- - - - - - - - - - —- - J �------- SDMH 31999 --- � -�— -- --- _�_\ ��11 Q I - I -� -1-12 INSULATING SLV'\ 26 r� - - IE 5.8 W,E CL 1�1 Cl A I U Gp, \ ---------------- ----- ------ � I --- I �3Y_ � � \ � con �W CRPL#1 66" STL ,� - - -------------------------------� cal -- - - - - - _ _ - - - - - ENJ�S�-10\ZONE(E) DO.NOT. NTER(W)I �-Lu - - - -�-- �- -----------------------�� ---- �I-�t ----_- - - Z2 CRPL#251.5 STL �� ----------------- - - - - - - - AC 0 - - - - - - - - - - - - MIC257 �-1LuCB 32463 �� UGP_ - - - - UG - - UGP - - -UGP- - - RI �0�6- �\ - 32 (n y U G Q _ U GP- - - - -UGP- - - - - UGP- - _ I / - - �NACCESSIBL� FILLED W/DIRE ��� - - _ ���� V I1 vGP� - - - UGP_ _ _ - / IUGP_ _ - CONIC RET WALL - _ _ - STA A9+36 2' IT ' 203 I 1 �- UG - - - -UGP- ` I I / - UGP_ _ , \ CONIC MON IN CASE o O I ,, / 1 - _ U P� —31 _ y, _ , REESTABLISHED PER DNR 1-12" -TB 22.5 BEND, RJ E7+00 E2+00. I E8+00 E3+00 UGP- _ \ \ PERMIT 7373 - 18"T X 6"W ANIM 31.96 - - - -I- - - - - -I- - - i - _ / 211 IE 23.0 N, 1 " CCONC ONC - - - SD - - - D a -� D - - _ 5 CH-Ll���� 5' CHI K GATF \ \ _ \ \ CRPt r �� IE 23.0 E, IE �L5.9 E, 2' CONIC I RECORD DRAWINGS SHOW CONTRACTOR SURVEYED STRUCTURE LOCATIONS AND ELEVATIONS. THE ORIGINAL DESIGN LOCATIONS AND ELEVATIONS ARE INDICATED WITH STRIKETHROUGH TEXT. REFER TO CONTRACT DOCUMENTS FOR ADDITIONAL DETAILS PLAN 0 10 20 40 60 SCALE: 1"=20' WATER SERVICE TABLE SERVICE ADDRESS SIZE APPROX STATION FIELD VERIFIED NO. AT MAIN STATION AT MAIN �1 IRRIGATION 2" A9+391 35' LT A9+431 35' LT �2 IRRIGATION 1.5" A6+171 20' LT A6+071 20' LT WATER SERVICE TABLE SERVICE APPROX STATION FIELD VERIFIED NO. ADDRESS SIZE AT MAIN STATION AT MAIN E200 S 2ND ST 2" A6+ 10, 30' LT 6+ 10.51 30' LT W W cn j M W 0 N N (D Ln � 0*)Z) m = , A IU- V1 a a N Ln a LO a ~ � V) V) p X � X II I- '-' '-'X X XX W a-W a ROW CL W a a w W W w 00 110 — + — — — — — — — — — — — — — — — — Lu w U) o v (n w = LULLJ U W = z w W 12"DI W Lu top U STA A9+23 U Qf 480 LF OF 12" CL 52 1-12" INSULATING SLV ___- -_ , v Q REST JOINT DI WATER MAIN WITH POLYWRAP TAT „-- .4 INSTALL JOINT BONDS AT ALL JOINTS AND ANODES EVERY 20' A4+80 A5+00 A5+20 A5+40 A5+60 A5+80 A6+00 A6+20 A6+40 A6+60 A6+80 A7+00 A7+20 A7+40 A7+60 A7+80 A8+00 A8+20 A8+40 A8+60 A8+80 A9+00 A9+20 A9+40 A9+60 PROFILE SCALE: 1"=20' HORIZ, 1"=5' VERT 1\ 110/26/20221 JJM I RECORD DRAWING NO. I DATE I BY NOTICE JAM 0 /2 1 DESIGNED BAW DRAWN IF THIS BAR DOES NOT MEASURE 1" TTT THEN DRAWING IS CHECKED NOT TO SCALE RECORD DRAWINGS SEE NOTE ON murra sm� COVER SHEET RENTON DOWNTOWN � UTILITY IMPROVEMENTS PROJECT CONSTRUCTION NOTES: 1 CONSTRUCTION CL EQUALS R/W CL, SEE SURVEY CONTROL PLAN, SHT G-6 11 MINIMUM SPACING OF 24" BETWEEN 2" TAPPED TEE FOR WATER SERVICE LINE AND HYDRANT TEE MEASURED EDGE TO EDGE 13 REPLACE EXIST WATER LATERAL SETTER AND METER BOX PER COR STD PLAN 320.3 AND RECONNECT TO EXIST SERVICE 15 FH ASSY PER COR STD PLAN 310.1, CLOSE EXIST HYDRANT VALVE, REMOVE HYDRANT, VALVE COVER, & VALVE BOX, SALVAGE TO COR OR DISPOSE AS DIRECTED BY CITY ENGINEER 23 PROP WATER SERVICES TO AVOID ABANDONED VAULT 26 PROPOSED CORROSION PROTECTION FLUSH MOUNTED TEST STATIONS TYPE FI, SEE CORROSION PROTECTION DETS 27 TEMPORARY WATER SERVICE WITH END CAP AND THRUST RESTRAINT, SEE SHT D-2 37 EXIST WATER TO BE ABANDONED AND/OR REMOVED, SEE SHT D-2 38 REPLACE SURVEY MONUMENT PER CITY STD DETAIL H031 AS REQUIRED FOR CONSTRUCTION 45 ius 35 30 25 20 15 10 S2NDST WATER PLAN & PROFILE STA A4+80 TO STA A9+60 W-394907 SHEET W-2 79 of 121 no REVISION PROJECT NO.: 18-2251 I SCALE: AS SHOWN I DATE: JANUARY 2021