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Home My WebLink AboutW-394909O) M N a U a� V7 N z 0 V) w LL LL w r-, J W Q O M N O N O Ln 0) i Ln N N i U) N N V7 i Q i N U) ra a a 0 c 0 Ln N N i 00 U, U �I w i SEE SHEET W-3 FOR CONTINUATION LI I I I k I STA F1+66 11' LT 36 / /' /' /' SDMH , 68463 STA F2+40 8 LT I STA �F1+41, 11 LT 1-1 AIR RELEASE VALVE // / / / RI 27 .70 �1-12" 450 BEND, RJ �1-12 GV, RJ � +.-B� i 1-TB 1 STA F1+76 10' LT 1-TB, IE=27.0 II / it / 1-12"x6" TEE, RJxFL15 F2+43 220 I , J II „ / START 13 LT STA F1+02 8 LT 26 L I 1-6 GV, FLxRJ 1-12" 450 BEND, RJ 1-12" 450 BEND, RJ 1 1-FH 24' LT I CASE'8ffi1 � � CB 626 1 / SSMH 6846 1-TB, IE=27.2 STA �F2+65 13' LT 1-TB 4'11 1 1-12 GV, RJ 1-12 INSULATING SLV I 1-DEADMAN I I `+�' 2 3 4 1-TB RIM 4 RI 68620 0.98 III1 II I� I I I N G.., �,� / IE 1.4 RIM 30.98 4' CHUIE=27.5 r�l 6' CHLK v a 1 21.4 26 E 29.6 W, 6" CONC ` 4 CHLK GAIL PROPERTY INACCESSIBLE 6' ON STA FO+97 8 LT S AC/ / / v / 6 H 5' CHLK 5' CHLK-12" 45° BEND,FLGxRJ_27 - - WYP --\ -1-DEADMAN JU P- _ - / U- U - T T u�P 520 - xw LlT -- I -- -T --T--- T - - - - -T- - - -T -- --T --T ----T- s IE=17.9 / NW N_ / / I o 12"DI W o ---cnW C1�= STA FO+84 13'cLT j +0 1 ;� � , ,3� � - 8' a - - 8"W CI - - 8"W CI - - - - - 8"W CI /ate - - - SS - - ss-F2+00_ - ss _ a F3+00 _ _ - F4+0 1-12 ITEE, FLG I 1-12" GV, FLGxFLG 25 IE=23.2 p / / / T' >1 37 \ -'-'- 2-12"GV,FLGxRJ I 14 20 TYP ,/ �/ '� 3DR35SSn --- �� ---- ---- 1-TB i cl OF 3 / / / 3 ~ SHA33 TTUCK AVE S 1 TYP 1@CL, III la I 99 - as - STA F1+24, 12' LT s - r--sD - -- D - -sD -SD-18"PPSD� --- - 1-12" 450 BEND, RJ -� ®I I I 42 � - 1-TB, 1-DEADMAN w / / /DWY - - - -STA F2+32 9' LT - UGH - Tv- - _ - I -/ - - _ -- -T-1-12"450BEND,RI ----- -- - M STA - - - - 10' LT - M c I MIC 2 7 1-12" 450 BEND, RJo 6, "M/GN�r/SON' APT ' .� pq�� 1-TB •�-�� STA F3+10, 9' LT Nc I I I (fi 31 -TB / / / / �.5 CHLK STA F2+23 9' LT 1-12"x6" TEE, RJxFL 35 4' v f - I I 26 / STA F 1 + 16 12' LT A r L1-12" 450 BEND, RJ 1-6" GV FLxRJ c( II , Q I 1-12" 450 BEND, RJ, Nc / / 1 4 �G B 68720 1-TB I � z T / / NC / / OOD RIM .1' N 211 1-FH, 24' LT 0 1-TB 1-DEADMAN Nc/ / IE 28.1 NE, 6" coNc 1-12" GV RJ N p / r IE 28.2 E, 6" CONC I II I c l l / 1-TB, IE=27.5 II (/) I STA F1+88 10' LT / M 31.73SMH 65 / 1-12" 45° BEND, R1 / /\ / % E 21.6 S I I STA F4+04 18 RT ICI / U E 21.6 SE 1-4 x4 TEE, RJ 1 4" 45�E�. 1-TB E22.7NW r c� I I " � � � 12-4 GV DMH 68466 I co I I STA FO+95 38' RT / / / 4' 00 I 2-4 450 BEND 9:F 1 nn nT I I I I � / io RIM22.94N, 1 CON C �r4�-v�-z��rr IE 12-TB i 4��ENDI I I I U 0 / IE 22.9 S, 1 CONC �� ^ I I I I / /// / �/ / /'_%� / \ i I ELEV 24.0 -W, TOP OF 12 ID CONC SS PIPE 136 DEEPS FOR CONTINUATION RECORD DRAWINGS SHOW CONTRACTOR SURVEYED SEE SHEET W-2 STRUCTURE LOCATIONS AND ELEVATIONS. THE ORIGINAL DESIGN LOCATIONS AND ELEVATIONS ARE INDICATED WITH STRIKETHROUGH TEXT. REFER TO CONTRACT P LA N DOCUMENTS FOR ADDITIONAL DETAILS 0 0 10 20 40 60 V7 00 450 BEND MOVED TO SCALE: 1"=20' V7 DROP BELOW FOUND FO X � N DUCT, CASING EXTENDED M W 'n 45 O � ^ W N W M N II 3:p co W .. II a w w V N H H a Lu V7 II Q M w �Lr � � w 40 0 a - UO-can 0 -M of 0' M p 0 0- J- _ d - N N V)m V) (!) _ V) N �p LL ('D W N Cp ,N� N �,� Vi >) _ �O II � II N LL cn N al0 >N ��oEXIST 0w aN 00 O ON 0 II mO 0 0 0 �pN j O II ROW O W X z 0 X XXw x oCw X � L �_U w U -0- 1-4 w 0- II aaa 35 30 31 1 25 F8195 STA FO+86 1-12" 450 BEND, FLGxRJ IE=26.7 20 1 F#i$R STA FO+94 1-12" 450 BEND, RJ IE=19.5 15 FO+80 U)0 X 0� w U 0 IrAPPROX 21' LONG CASING Iam= 24"STEEL CASING, LTF F1+00 F1+20 1\ 110/26/20221 JJM I RECORD DRAWING NO. DATE BY - L -- I- - - - - t - - - --E O - - T - APPROX 15' LONG 0 CASING71-m' Lu 2:> 0 0 12"DI W 12 1-12" INSULATING SLV zA F1+83_ 1T 2'" 450 VERT BEND, RJ STA F2+32 f 490 LF OF 12" CL 52 O 1-12" 450 VERT BEND, RJ REST JOINT DI WATER IE=26.4 Imo¢ IE=27.0 TE- STA F1+24 MAIN WITH POLYWRAP 1-12" 450 BEND, RJ 24"STEEL '-�\STA F2+23 IE=26.4 3E-R4.8 CASING, LTF 1-12" 450 VERT BEND, RJ STA F1+16 STA F1+88 IE=20.4 3E-+9.8 1-12" 450 BEND, RJ 1-12" 450 VERT BEND, RJ IE=19.5 IE=20.3 4 CONSTRUCTION NOTES: < > 1 CONSTRUCTION CL EQUALS R/W CL, SEE STA F4+05, 12' LT SURVEY CONTROL PLAN, SHT G-6 1- GV 1-4"" GV, FLGxRJ TEE, FLGxRJ 3 REMOVE AND REPLACE EXIST STORM TO A I 1-TB I I 300 DISTANCE OF 10 FT ON BOTH SIDES OF PROP v WATER, STORM PIPE SHALL BE C900 PVC AND SHALL MATCH EXIST SLOPE, SIZE, AND CULV 69111 6' IRON GATE CB 68976 ALIGNMENT IE 31.6 2" PVC UCAB I RIM 30.71 IRON GATE IRON 1.5' CO�C WALL 2 4 SUPPORT SPU WATER IN PLACE PER 1-07.17, DO ac AG 14" NOT ALLOW EXIST PEA GRAVEL BACKFILL TO UNRAVEL, BACKFILL PIPE BEDDING PER SPU DWG _ ITHTO_ U- P - - IJGP- - UGP - - - 00 STD PLAN 350 21 -TIE=25.4- MW-11--�T-----T----T--- - -T- -- T 9 PROPOSED CORROSION PROTECTION FLUSH LL_ MOUNTED TEST STATIONS TYPE FF, SEE 12 DI W -o _ Q'� CORROSION PROTECTION DETAILS, SHT CP-1 �1--- - -�u)N CI -�1 8 W CI -- - �"�I-----8"W CI ---- �� a II F5+00 ,��, 12 CASING PIPE SHALL CONFORM TO STD 4121 SPU - •- - . �- .y,. .� U = SUPPORT DETAILS IN APPENDIX A I SDR 35 SS Z V7 SS - - - -CB 41 2 - i--i w IE-26.5 I► RIM J Lu 14 WATER SERVICES CORP CONNECTIONS SHALL PP SD -- -- ----------18"PP SD-------SD0, =� BE A MIN OF 18" FROM OTHER SERVICES OR _ u FITTINGS DWYI _ T- _� _ _ __ DWY- - T - _d- _ - T _ - Q 15 FH ASSY PER COR STD PLAN 310.1, CLOSE -T - - - - - - -- - - T- - - - EXIST HYDRANT VALVE, REMOVE HYDRANT, 1 VALVE COVER, & VALVE BOX, SALVAGE TO COR AC CD AC OR DISPOSE AS DIRECTED BY CITY ENGINEER CONC RET WALL CONC BLOCK RET WALL 6' CHLK C ATE / SDMH 68468 20 REPLACE EXIST WATER LATERAL AND METER RIM 31.85 IE 22.6 N, 12" CONCI 212 PER COP, STD PLAN 320.1 AND RECONNECT TO // IE 22.6 S, 12" CONC WOOD DECK-"""' EXIST SERVICE IE 23.2 W, 8" CONC n2l REPLACE EXIST WATER LATERAL AND METER WATER SERVICE TABLE SERVICE ADDRESS SIZE APPROX STATION NO. AT MAIN �1 211 SHATTUCK AVE S 411 F4+09, 27 RT �2 305 S 2ND ST 1" F1+70, 28' LT �3 309 S 2ND ST 1" F1+71, 28' LT �4 315 S 2ND ST 1" F1+72, 28' LT �5 220 SHATTUCK AVE 1" F3+58, 24' LT PER COR STD PLAN 320.4 AND RECONNECT TO EXIST SERVICE 26 PROPOSED CORROSION PROTECTION FLUSH MOUNTED TEST STATIONS TYPE FI, SEE CORROSION PROTECTION DETS, SHT CP-1 27 TEMPORARY WATER SERVICE WITH END CAP AND THRUST RESTRAINT, SEE SHT D-15 31 SEE SHT W-2 FOR PIPE CONTINUATION 35 FH ASSY PER COR STD PLAN 310.1 36 AIR RELEASE VALVE PER COR STD PLAN 340.3 EXIST WATER TO BE ABANDONED AND/OR 37 REMOVED, SEE SHT D-15 45 99 CONCRETE DEADMAN BLOCKING PER DETAIL ON W-44. TO BE INSTALLED PRIOR TO FINAL CONNECTION 0 40 d � N V7 a N U) x 0 II ~' w a t w_ IL-U4 co Ln u- Q � ---- Vl W Lu zLn i-4w J W = v7 U Q F1+40 F1+60 F1+80 F2+00 F2+20 F2+40 F2+60 F2+80 F3+00 F3+20 F3+40 F3+60 F3+80 F4+00 F4+20 F4+40 F4+60 F4+80 F5+00 F5+20 F5+40 F5+60 F5+80 INSTALL JOINT BONDS AT ALL JOINTS AND ANODES EVERY 20' PROFILE SCALE: 1"=20' HORIZ, 1"=5' VERT NOTICE JAM RECORD 0 Yz 1 DESIGNED DRAWINGS BAW DRAWN murra sm� IF THIS BAR DOES SEE NOTE ON NOT MEASURE 1" TTT THEN DRAWING IS CHECKED COVER SHEET NOT TO SCALE RENTON DOWNTOWN o UTILITY IMPROVEMENTS PROJECT 35 30 25 20 15 SHATTUCK AVE S WATER PLAN & PROFILE STA FO+00 TO STA F5+80 PROJECT NO.: 18-2251 I SCALE: AS SHOWN I DATE W-394909 SHEET W-15 JANUARY 2021 81 Of 121 no REVISION