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HomeMy WebLinkAboutS-409001A PORTION OF THE SW 1/4, SE 1/4, SECTION 10, TOWNSHIP 23 N., RANGE 5 EAST, W.M., CITY OF RENTON, WASHINGTON NOTE I 1 I I I 0 1 yo LEI z� I \ �U o 1 I \\ 1 p 1 r 0Op'0 R=10.25' ®N75'58'071'W FROM MONUMENT SSMH#1, 48"(EXTRA SHALLOW) Q C "- STD. DWG. #400:3 /K RIM. DWG. IE=384.90, 6" NW,W,SW)-IN IE=384.73, 8" E)-OUT L tJ� �69 SIDE SEWER NOTES N90,GE� QA STA. 0+00 pPF 37LF., 6 C900 SIDE SEWER E C.O. CAP=387.00 IE=385.24, 6" / W/TRAFFIC BEARING LID © 3138 STA. 0+00 40LF., 6' C900 SIDE SEWER C.O. CAP 389.00 IE 385.30, 6• © STA. 0+00 - 50LF, 6• C900 SIDE SEWER C.O. CAP 387.90 i IE 385.40, 6• W/TRAFFIC BEARING LID QD STA. 0+67 61LF., 6 C900 SIDE SEWER - C.O. CAP 387.00 IE=385.00, 6" © STA. 0+14 32LF., 6_PVC SIDE SEWER C.O. CAP0 IE=382.50, 0, 6' 6" W/TRAFFIC BEARING LID Q STA. 0+32 40LF., 6' C900 SIDE SEWER C.O. CAP=387.00 IE=385.00, 6" W/TRAFFIC BEARING LID © EX. 36" STORM; 380.54-383.64 � �Q PROP. 6" SS; 384.74-385.24 �\ INSTALL ETHOFOAM PAD BETWEEN STORM AND NEW SIDE SEWER JH 12" SEPARATION RIGHT OF WAY 1 1 1 I 1 , WN 0 1 ELL ICE I SEWER SHOWN IS PER APPROVED o SEWER EXTENSION CITY OF RENTON N II tiN 11 PLAN SET #WWP-27-4061 w ,.LID "" 11 .o.=m� 0 1 FOUND PUNCH IN 1-5/8" SSMH 1223 BRASS PIN IN 4"X4" CONCI RIM=387.13 MONUMENT, DOWN 0.4' IN 1 SSMH, 54" IE=379.23, 8"(W) (VISITED 07/2019) 1 RIM=386.68 1 IE-379.21, 8"((E) IE 380.48, 8"(W)-IN IE=380.38, 8" W OUT ---- ------------------------ 1 14 NE 1st STREET 13+1000 REET _„n -1- NE 1 s� -- �:19+ ST0'0 1 1 ;ISTING MONUMENT A. 10+00.00, HE 1st TREET PARCEL #692800-0346d r to PARCEL #692800-0350 1 I 1 LI":aL _a,,,.�,.r, NOTE: ALL TRENCH RESTORATION SHALL BE PER CURRENT CITY OF RENTON TRENCH RESTORATION AND STREET OVERLAY REQUIREMENTS APPROX. ELEVATION EX. GRADE 0 CENTERLINE OF EXISTING 8 W.M. NE 1st STREET *' T BS�F SEWER SHOWN'. IS PER APPROVED 90� SEWER EXTENSION CITY OF RENTON — _ —_ PLAN SET #WWP-27-4061 BETWEEN NEW SIDE SEWER AND EX. W.M. LINE v VVy �xI J2) 6" SEPARATION - INSTALL ETHOFOAM PAD 380 SSMH 1 48'• , } ___ BETWEEN NEW SIDE SEWER AND EX. W.M. STD. DWG. #400.3 - 36 STORM ----------- © 16" SEPARATION RIM=387.31 SSMH 54" BETWEEN NEW SIDE SEWER AND EX. W.M. IE=384.90, 6"'(NWW,SW)-IN RIM=386.68 IE=384.73, 8"(E)-OUT IE=380 48, 8•'((W) IN © EX. 36" STORM; 380.80-383.8 SIDE SEWER IE=380 38, 8••(E)-OUT PROP. 8 MAIN SEWER; 384.3 394.97 {TYPICAL) PROVIDE 6" CLEARANCE SHOULD BE INSTALL ETHOFOAM PAD BETWEE 3e4.e7 STORM AND NEW SEWER MAIN 380 8•• W) 8'• E)_____ 370 NE 1ST STREET 370 10+00 _.SEWER PROFILE n-00 1z+00 HORIZONTAL SCALE: 1"=30' - by L Op VERTICAL SCALE: VIOFFE ENGINEERS 13932 SOUTHEAST 159TH PLACE RENTON, WASHINGTON 98058 2- PHONE: 425-260-3412 , 274e0 pE-�•� 1 REVISED PER CITY COMMENTS CONTACT: DARRELL OFFE, P.E. S...... E��' #' 09/27/2019 NO. REVISION NOTE (") - 6" C900 SIDE SEWER 0 S=1.00% (MINIMUM) - TYPICAL NOTE: SIDE SEWERS TO BE 6" PER CITY STD. PLAN #406.1, WITH 6" CLEAN OUT AND CONCRETE PAD PER STD. PLAN #403.1 EXISTING UTILITY LOCATIONS SHOWN HEREON ARE APPROXIMATE ONLY. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE EXACT VERTICAL AND HORIZONTAL LOCATION OF ALL EXISTING UNDERGROUND UTILIITES PRIOR TO COMMENCING CONSTRUCTION. NO REPRESENTATION IS MADE THAT ALL EXISTING UTILITIES ARE SHOWN HEREON. THE ENGINEER ASSUMES NO RESPONSIBILITY FOR UTILITIES NOT SHOWN OR UTILITIES NOT SHOWN IN THEIR PROPER LOCATION. CALL BEFORE YOU DIG: 811 w Q 0 0 _ O_ I 1:" We1 - = A e I f s Eoddlbnd �1q a :, P 1 r5 .< x c �f y �ppqa 11'�;rdo la a Y Tx+i„mFD a al NMI y r,rk S B 4 f 2t 4Y n..ne f i PROJECT Ne'4 f FSITE $ice a gt x. ., IF rave AI II ikI i wmJY N.hd Renton a n .c,\ hl . . �yI NI za< \� :' g iLapSo ilT.Li h q d FC. Creek Park 9 aax and Tra.I VINCYAd ---. !..- ' Sport It Ind" v B b VERTICAL DATUM CONVERSION NOTE THE ELEVATIONS SHOWN ON THIS SURVEY ARE 1.02' LOWER THAN THE ELEVATIONS SHOWN ON THE APPROVED CONSTRUCTION PLAN SET #WWP-27-4061 GRAPHICSCALE TABLE OF CONTENTS 0 15 30 60 SHEET NUMBER TITLE 1 WASTEWATER PLAN & PROFILE 2 WASTEWATER DETAIL & NOTES 1 inch = 30 feet 3 WASTEWATER DETAIL & NOTES 4 TOPOGRAPHIC MAPPING AXIS MAP SDR EYING ,,In' CI TY OF '� f . OFFE, P.E. � RENTON )LO MDATEAPPR OM DATUM F NOT ONE I Planning/Building/Public Works Dept. BY vu[¢ccwNatt S-409001 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING WASTEWATER UTILITY Nathan Janders 09/30/2019 Ann Fowler 09/30/2019 O NE 1st STREET SEWER EXTENSION 09/27/201 SAPPHIRE HOMES, INC. WASTEWATER PLAN & PROFILE dam 4912 NE 1st STREET RENTON, WASHINGTON 1 4 AW