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HomeMy WebLinkAboutW-417603AS -BUILT r r r "I CERTIFY THAT THE INFORMA77ON SHOWN HEREON WHICH WAS I AS -BUILT BY D.R. STRONG, AND MAY INCLUDE LOCATIONS, N N O' ELEVATIONS, DEPTHS, PIPE SIZES, AND AS -BUILT COMMENTS, ACCURATELY REFLECTS EXISTING FIELD CONDI T10NS AS DETERMINED BY ME OR UNDER MY DIRECT SUPERVISION ON THIS DATE- 912412025. Ld_ Uj ~ UTILITY CROSSING NO TES. J 73 O z Q Cn MQ W 1. ALL LOCATIONS OF POWER, GAS, AND OTHER DRY UTILITIES SHOWN IN PROFILE ARE APPROXIMATE. 3' OF COVER FROM THE EXISTING GRADE WAS ASSUMED FOR ALL OF THE EXISTING DRY UTILITIES. CONTRACTOR TO POTHOLE ALL EXISTING UTILITIES TO CONFIRM THERE ARE NO CONFLICTS. IF ANY CONFLICTS WITH THE PROPOSED WATER MAIN AND STORM LINE ARE FOUND, EXISTING SERVICES WILL BE RELOCATED SO AS TO PROVIDE THE MINIMUM 1' OF VERTICAL SEPARATION. UTILITY CROSSING TABLE CROSSING NO. E.G. UTILITY BOTTOM OF PIPE TOP OF PIPE CLEARANCE (FT) 0 39.92 12" SD 37.18 1.51 12" WA 35.67 0 39.97 8" SO 37.27 2.95 8" WA 34.32 0 39.91 6" WA 35.86 1.57 8" SS 34.29 ® 39.84 6" WA 35.79 1.54 8" SS 34.25 0 39.49 12" SD 36.31 1.50 6" WA 34.81 © 39.70 12" SO 37.35 0.50 4" GAS 36.85 0 40.14 EL DUCT 39.08 0.50 3" SD 39.58 INSTALL 2-3 4" Z//////// SHACKLE RODS FROM 6" GATE VALVE AT MAIN ILINE TO FIRE HYDRANT \ N8824'50"W 120.09' ----------------- - - ------------- CB 1, TYPE 1------� � �! 3" IN 39.58 (W) STA. 2+70.67, 19.05' L 3" IN 39.58 (W) 39.55 RIM 3-E)L 0 3Z81 8" lE OUT (E) --- 2-3" PVC OUTLETS PER CB 3, TYPE 1 DETAIL THIS SHEET STA. 10+05.04, 0.00' R eW 6M IN 38.13 (N) 40.43 RIM -0 - 10+ 6 /N 37.93 (N) 4* IN 37.99 (S) 39.78 3" I OUT (E) 1 4 /N 37.95 (S) 39.78 3" lE OUT -49�Fr (E) a - el a a a ° a a. -- ------ - --------------- - -- 41-------- ,- �,------ 6 a. a a ELECTRICAL DUCT BAN) a. J -------------------- LL/b/A //V/V Ur Lnl� ///VC, ELECTRICAL DUCT BANK (TOP 39.08 AND BOTTOM 36.54); Y MIN. 0.5' CLEARANCE BETWEEN DUCT BANK AND 3" STORM STUBS CB 3, TYPE 1 6" IN M 13 (N) 40.43 RIM 4M IN 37.99 (S) 39.78 3" lE OUT 4 /N 37.95 (S) 39.78 3" lE OUT39� E) FF 40.75 1- - -------------------- NW 1/4 SECTION 17, TOWNSHIP 23 N, RANGE 5 W, W.M. BA SSA NO MUL TI=FA MIL Y 4 _ - - _ I I ❑0 STA. 3+01. 06 , 17. 95' R STA. 10+56.93, 30.47" L a II CUT IN CONNECTION BY CITY FORCES TO a 12 LF 6" DI CL. 52 a11-6"X6" USE CUT IN TEE W/ TWO VALVES PER W/ SOLID SLEEVE I I COR STD. PLAN 300.2 (SEE SHEET C11): II II TEE (FLXFL) W/ 0 CONCRETE THRUST BLOCKING 2-6" GATE VALVES (FLXMJ) W �nr- 3-6" DI SPOOL (LF AS REQ.) 3-6" SOLID SLEEVE (MJ) 5 (INSTALL DEAD MAN BLOCK AND END CAP (MJ) ON EXISTING 6" WATER MAIN TO ** I \ i -_- _-_ RESTRAIN NEW 90- BEND) u 6'� Dl CL. 52 J i Q / STA. 3+01. 04 , 5.50' R - - STA. 10+49.27, 30.43" L i a 4 1-12'X6" TEE (FLXFL) 1-6" GATE VALVE (FLXMJ) 1-12" GATE VALVE (FLXMJ) _____ _____ _ __ _ �I� 8 LF 'r D�CL 1-12" ADAPTER (FLxMJ) W/ CONCRETE THRUST BLOCKING 152 6 ` 2 - + 9.04 1-12 PIPE SPOOL j- 1-12" POLYPIG STATION PER STD. 34�'tiLF 8" D. r-- - PLAN NO 300.7 SHACKLE TEE, VALVE a �© (P3) TO DEAD MAN BLOCK (SEE SHEET C12) (INSTALL DEADMAN BLOCK TO l 8 L 82�:, RESTRAINT VALVE AND TEE) CB 2, TYPE 1 a III (SADDLE EXISTING STORM MAIN) - I I STA. 2+70.61, 13.41' R RIM 39iz 39.86 8" lE IN (W) 37.73 I III ' EX. 12" lE IN -_4 (S) 36.86 EX. 12 /E OUT(N) 36.82 I I 4 I I I I IIII I I 2-3" PVC OUTLETS @ 2.0 FG © CENTERLINE OF PROPOSED STORM LINE 3" lE OUT 71 :. 39.58 3" lE OUT 359- 39.58 MATCH FLOW LINE ELEVATION EG @ CENTERLINE OF PROPOSED STORM LINE 34.- �'zLF 8" D.I. --------- - --- -- @ P3 45 FG PROFILE RIM 40.25 lE 39.75 6" PVC SEWER STUB @ 3.5% VIC BOTTOM OF DUCT TOP OF SIDE BANK 36.40 or SEWER 35.20 1.2' CLEARANCE CB 1, TYPE 1 STA. 3+01. 06 , 17. 95' R STA. 2+ 0.67, 19.05' L STA. 10+56.93, 30.47' L 39.55 RIM 3z CUT IN CONNECTION BY CITY FORCES TO USE CUT IN TEE W/ TWO VAL VES PER 37.81 8" lE (E) COR STD. PLAN 300.2 (SEE SHEET C11): �UT 1- 6 "X6 " TEE (FLXFL) W/ ©EX. 4" GAS MAIN CROSSING CONCRETE THRUST BLOCKING 30 3-0 0.50' CLEARANCE 2-6" GATE VALVES (FLXMJ) 3-6" DI SPOOL (LF AS REQ.) 2 3-6" SOLID SLEEVE (MJ) O EX. 8" SEWER CROSSING 2.95' CLEARANCE (INSTALL DEAD MAN BLOCK AND END CAP (MJ) ON 12" DI WATER CROSSIN 0 EXISTING 6" WATER MAIN TO RESTRAIN NEW 90' BEND) 1.50' EARANCE LF 6" DI CL. 52 25 STA. 3+01.04; 10.29' R W 0. � SOLID SLEEVE STA. 10+49.27, 30.4,3 L 1-12"X6" TEE (FLXFL) 50 X. 12" PVC ST RM CROSSING 1-6" GATE VALVE (FLXMJ) 1.5 ' CLEARANCE 1-12" GATE VALVE (FLXMJ) CB T, TYPE 1 1-12" ADAPTER (FLxMJ) W/ (SA DLE EXISTING STORM MAIN) CONCRETE THRUST BLOCKING STA. 2+70.61, 13.41' R 39.86 1-12" PI20 1-12" POLYPIG ST TIONPPERPSO DL 8" 20 8 / IN �.r W 37.73 PLAN NO 300.7 SHACKLE TEE, VALVE EX. 12" lE IN (S) 36.86 TO DEAD MAN BLOCK (SEE SHEET C12) (INSTALL DEADMAN BLOCK TO EX. 12 /E OUT (N) 36.82 RESTRAINT VALVE AND TEE) PROPOSED STOP?M LINE Cv c0 IN o N 9+00 9+20 Call 2 Working Days Before You Dig 811 Utilities Underground Location Center (ID,MT,ND,OR,WA) 9+60 10+00 �5 MIN 10+40 2 D.R. STRONG 3 CONSUL TING ENGINEERS 4 ENGINEERS PLANNERS SURVEYORS 5 s 620 - 7th AVENUE KIRKLAND, WA 98033 0425.8273063 F 425.827.2423 N 10+80 11+20 ELECTRICAL DUCT BANK (TOP 39.08 AND BOTTOM 36.34); Y MIN. 0.5' CLEARANCE BETWEEN DUCT BANK AND 3" STORM STUBS CITY COMMENTS 7.3.24 CITY COMMENTS 9.10.24 STORM REVISION DUE TO DUCT BANK CONFLICT UTILITY REVISION UTILITY REVISION REVISION EX. 4" GAS MAIN 0.50' CLEARANCE ------------ 25 STA. 2+78.91 ; 5.50' R 1-6"x12" TEE (MJxFL) W/ CONCRETE BLOCKING 1-6" GATE VALVE (FLxMJ) 1-FIRE HYDRANT ASS'Y PER COR STD. PLAN 310.1, 310.2 AND 310.3 (SEE DETAIL SHEET C12) 20 INSTALL 2-3/4" SHACKLE RODS FROM 6" GATE VALVE AT MAIN LINE TO FIRE HYDRANT FIRE H KDRAN T cV ^ o h o O N 0 0 0i o p o O 10+00 10+40 10+80 30 25 20 ELECTRICAL DUCT BANK (TOP 39.08 AND BOTTOM 36.34); MIN. 0.5' CLEARANCE BETWEEN DUCT BANK AND 6" FIRE LINE 45 EX. 4" GAS MAIN 0.50' CLEARANCE NEW 4" DDCV FIRE SPRINKLER ASSEMBLY W/ STANDPIPE OUTSIDE CONNECTION PER STD. COR PLAN 370.3 (SEE DETAIL SHEET C13) STA. 2+90.44, 5.5' R 1-6"x12" TEE (MJxFL) W/ CONCRETE BLOCKING 1-6" GATE VALVE (FLxMJ) 1-DDCV FIRE SPRINKLER ASS'Y PER COR STD. PLAN 550.5 AND 370.3 (SEE DETAIL SHEET C13) FIRE VA UL T og �� og og 10+00 10+40 YLP 08.23.241 YLP SURVEYED: SCALE: DJC AS NOTED YLP 09.19.24 YLP DESIGNED: YLP YLP 12.13.24 YLP YLP 01.10.25 YLP DRAWN: GLI3 ONE INCH YLP 01.24.25 YLP CHECKED: AT AT FULL SCALE IF NOT ONE INCH BY DATE APPR SCALE ACCORDINGLY APPROVED: 35 25 20 10+80 VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DATUM * • y A •A �. 1 �1 I Id J. J �a I• I• r • A . 1 I IN4 '• ri t + I y AI 1 I .� 1 • 1, I•�+i 3 CEMENT CONC. ` d. •� 1 1 �•I • d � I + I I a I i • II ' . • • . SDEWALK*I • I i I F. I I A I *� a •*• +�# y 1 1 � *•I •I f I• 14 .1 I I I ar I• • t yi IP SENT ffW TRAFFIC CLIMB AND CUTTER ROOF DRAIN DETAIL ------------------------------------- INTO` ------------- --------------------------------------- X 2" SO WIREMESH 3" SCH 40 PVC qw skd Z 6" 12" ft_�m SECTION A 2' - #4 REBAR CENTERED OVER DRAIN FACE OF CURB • • e • i t 1 PLACE DRAIN FLUSH NTH FLOW LINE SECTION B CURB DRAIN DETAIL: NORTH GRAPHIC SCALE 0 10 20 40 I 1 INCH = 20 FT. HORIZONTAL 0 2.5 5 10 1 INCH = 5 FT VERTICAL PRIPC TY OF RENTON Planning/Building/Public Works Dept. S-417603 W-417603 >_ R-417607 Q LL IN COMPLIANCE WITH CITY OF RENTON STANDARDS G O z Q U) DATE: v BASSANO MULTI -FAMILY FIELD11.20.20 m PROPOSED STORM LINE PLAN AND PROFILE PAGE: DRAWING 117 WELLS AVENUE S C7 RENTON, WASHINGTON 98057 SHEET: OF:20 DRS PROJECT NO. 20070