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HomeMy WebLinkAboutR-384504rr W Q J A PORTION OF NE 1/ 4 OF THE NE 1/4 OF SECTION 16, TWP. 23N., RGE 5F., W.M., CITY OF RENTON, KING COUNTY, WASHINGTION 420 lm� 4 > .I'Dm I 420 42 l L >_ w— C Nr rt 1 M OC) 1�-- Z J Iw rri Ly W . Z t TM 475— ME11 UJ 10 w . NO SURVEY T PO _ REPRESENTED BY 415 4 1 T_ (MATCH EX _GRAD ( S LONGER DASHES), CONTRACTOR TO PAVEMENT OVERLAY OF 4TH PL STI w VERIFY GRADE PRIOR TO CONSTRUCTION OF EX SEWER MH CONNECTION EX GRADE POPOSED EX W Ss,,, VK�„ 41. , -- 4 113— 36" COVER MIN. ~ e 4 a 4 10 41 t i s Q Lqt ,://---EX � �3`4'f ,s s 5 .a 40LF-10:DI WATER MAIN _ t t 50_6" ® 2.01.1 EX MH 0 -IN DIA.) 13 6LF--•-10"DI WATER MAIN #1 405 SS CO l —lN DIA. rn, 411:2 - 405 40 400 TOP 413.23 6„ iE 404.37 (W) 400 40 6- IE 405.38 (E) EX IE 404.37 (E) 5 NE SRC CT SANITARY SEWER SCALE: 1"=21 1 H 1"=5' V STA 0+00 WATER MAIN = STA 1+38.93'o 46.15' R NE 3RD PL CONSTRUCTION C.L. ALH3NA4ENT - WATER MAIN 39 SCALE: 1 "=20 1 201 H, 1 "= 51 V 0+00 0+40 O+SO C Sol cwf) STA=1+38.58', 69.55' L FROM CON T C.L. OF NE 3RD PIL 1-2" NEW DOMESTIC WATER METR.... ':U..CD ...P R.E S•SU..R E........ . BACKFLOW ASSEMBLY IN "HOT—BOX" ENCLOSURE tN moi'••..» -ff y 5 Al I. til/,,,,,.,,,.,,,,,, j6 ,,,,.���:,,,ijii�,,,,,. .,,y y,.,,, $ s ........ � y 5 t ;: `..... ...i i f ... '1 14 .....•..........u. 5 .,,, , .,,. /., .� 4 s i s v G 77 / "„ / / ..,,.,.y .,, /r s ay A , rflml, s A DISTANCE OF 176.15' WITH BEARING S189`06 34.90"E FROM 4'X4' CONC WITH 2" BRASS DISK WITH y.,,...,...�...,...;wr..._,,c0/ MONUMENT IN CASE DOWN 0.5 LOCATED IN NE 3RD AVL = 1+00 STA CONSTRUCTION C.L. Nt ,ARD I! MP i / 5/ ../ i / ML—_ STA=1 +39.37', 7.30' R FROM CONST C.L. OF NE 3RD PL%s REMOVE EXISTING TEE AND VALVE AND REPLACE WITHis ' ., s r SV( J, ,T EN AIN / /,::// ..........I XI,.T�NG WATER ,,,,MAIN-„..TO,.,�E,,,,,.R.,EMOVE[. AFTER NEW MAINNm y.. s i s d IS OPERATIONAL f L / t / ........i...r,iiiiii... /..�.....ii.............i. .ii j � .....,..,,ii...iiiii... ,. .,. ..i i.. `�,,, z K WATER; MAIN COTES ,1 1. OT HOLE ANS AS—QUILT EXISTING WATER MAINg,,I'`RIO, TO ANY CON STR I CTI ON (`EYP 3' PrLAOE"5 . 2. NEW MAIN SHALL BE INSTALLED/OPERATIONAL/ BEFORE ABANDONMENT OF OLD LINE SECTION. N '� �A/ / � y a a f: r ' .. .< �: c o w��////.Oa/ ...... ,,q...00, gra ..... Y 4 N,A fittings: — (1) 1 93' 46.15' R S)"11—,�..�...f......... FE.y,.,1,L........CUT—IN (BY CI Y ,FOR CE ..,,..,.PL- yvam,,.,,,..,,.. 1THRO T 4LOCK y5t 3 —10 GATE VALVE,' (FE,,x MPJ); 2 — 1 DI SLEEVE AND 10 LSF 101 DI 8P OCL .,,,.....,, ..................,.,.., 1— 10 VE R TI C L CROSS F01:,,:::1'-11 iv :. ;,, " S ? WATER CONNECTION DETAIL SHT C10 Call 2 Working Days Before You Dig 811 Utilities Underground Location Center (ID,MT,ND,OR,WA) 'I 1+20 1+60 2+00 V lm� 4 > .I'Dm I VoO ~O l L >_ w— C Nr rt 1 M OC) 1�-- Z J Iw rri Ly t TM ME11 UJ 10 S �V.Q t.l: PAVEMENT OVERLAY OF 4TH PL STI EET MATCH EX GRADE) WEST OF EX SEWER MH CONNECTION EX GRADE POPOSED EX W Ss,,, VK�„ 41. , H t i s Lqt 5 t t 50_6" ® 2.01.1 EX MH 0 -IN DIA.) #1 SS CO l —lN DIA. rn, 411:2 - TOP 413.23 6„ iE 404.37 (W) 6- IE 405.38 (E) EX IE 404.37 (E) 5 NE SRC CT SANITARY SEWER SCALE: 1"=21 1 H 1"=5' V 2+00 2+40 2+SO 3+20 3+60 415 395 4 + 00 ENGINEERING, LLC LAND DEVELOPMENT & GEOTECHNICAL SERVICES 105 Harvard Ave E, Suite #106, Seattle WA 98102 phone 206.412.6660 email LDENGINEERINGLLCOgmail.com �P of WAsy� N 37862 5/20/15 `/ 0NAL 3 PER COR REVIEW DATED 5/14/15 2 PER COR REVIEW DATED 3 27 15 1 A REVISED PER COS, ABDOUL GAFOUR 8/25/15 COMMENTS/REDLINES NO. REVISION SURVEYED: ESM, LLC DESIGNED: LCD 5/20/15 5/20/15— LCD LCD DRAWN: 3 30 15 3 30 15 LCD CHECKED: LCD BY DATE APPR APPROVED: LCD SCALE: 1 ”-20' ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DATUM CITY OE RENTON mfff� Planning/Building/Public Works Dept. J-✓V�✓V 1 I WATER & SEWER PLAN & PROFILE MAPLEWOOD PARK CLUBHOUSE 3815 NE 4TH ST, RENTON, WA RENTON, WASHINGTON MAPLEWOOD PARK LLC CD, W-3@1501 Cb: S-N45oi C4: R38g504 DATE: 1/22/15 FIELDBOOK: PAGE: DRAWING NO: C4 SHEET: OF: 4 10 (Li� I II II II II I/I r ----� c � ri�i > • lm� 4 > .I'Dm I VoO ~O 1 L Q C Nr rt 1 M OC) O rri Ly TM ME11 UJ D 00O `-' 0 �/ �zd 1 1 op �� �� N N O'0 O(0 lm� 4 > tTjV ll� VoO ~O 1 Q O Nr rt 1 M OC) O \_J D' 'n Q M Q° C M Cf]