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HomeMy WebLinkAboutzW-4073SetW J d U) 0 J U M SS w w- O C9 �I -I- -IE=387.90 FIELD VERIFY) STA 10+37.50 (13' RT) ( 2" GRIND &OVERLAY I .-._.-, rCONSTRUCTI6'WIDE F SIDEWALK PER COR SID. PLAN 406.1 2" MPE IP PSEG SAWCUT & PP O PATCH' /-tPiri r1 VFRIFV'1 NE 20TH STREET EA EL:LM 396.92' 9 IE=388.33', ' ' ':' , ' -KL;IJ GANAL7K ,. 40 LF 6" PVC SDR 35 OHP EX. 8" SEWER MAIN (5' T) , ' (FIELD VERI SCAPE 'Sl E SEWER STUBD @ 2.00%MIN. SAWCUT & CONSJ$UeTAS�PHALT PAVEM7i;,� FOR TAI` STA 10+09 (13'RT) ' '� :! ', '; i:'; :' ' 'i: PERT�24C�At°.�ECTIONS END CURB @ 0" I ' PER COR STD. PLAN 406.1 , , (j�j SHEET C4qPa•sggBEgN CURB (9.6" i i . s SS sS SS SS SS -- Ss 'Sss s ss ss ,., s s°� � �13.�rss '.{ss s ss ss ss ss //ss ss INSTALL MAILBOX (4) STA 11#4 1 'I CONSTRUCT 16' WIDE ow // STA 10+06 (13' RT) 1 2 EX. 8" CI , I V' I BEGIN CURB @ 0" I I ! is WATER MAIN ' I in 1.' DRIVEWAY FAT li: PER COR STD PLAN (5' RT) 10 I I ' I::' PER�OR$T6OLAN 104.3 11+DO I { : H028,HO29, H030 17, 1 ��_� .. ���1� �r.�1 J; _1L,L 4�-L 4-�4 -4�- L��L.1 :..M` FG=395.96 F7.82 G=397 R5 Mri:'.. yl SIDEWALK *:/69U1=1h7:1I:111= FG=397.80 OHP OHP - OHP HP - PROTECT EX. POWER POLE , TRANSITIO" CURB TO 0" WITH SOD (ACALIPER) SSMH 10000 7kRIM 395.77 P) 8" CONC IE 389.72 SE 12" CONC IE 389.62 SW w 7.w UY aw r.,. . w a ci w w w3 w9 OHP C 39$ 26 . FL=35 1 11 P ST� R 6 9 TOC=95. a a . ' '. ( * FG=395.47 £ °, D� D .. W &:: ;r D'FI.=397.138 +:. .• I .,�°, ♦♦ e ypG-395.75 .O4 .vnH ';D ° TOG=398.18.', D;. - :r .•� .'c6 - ^` - �1 MATC144EX' D OUND 1 "° Il�ON a • A °10 e . ° p STA Z,2. Y °16 'D ST 1'1+1 ° • • r .. \ FOUND IRC e- '1d + >° 6 D: 7!i R T).' (1 'kT D D. • D'e' o PIPE O. N.xO. .50�'1• e ° e OF CORER (I _ (17.5- RT) N52°11106 E 188.sa2' .° 8' n SS STUB RTY LINE C7 STA 10+10 1.17' RT) GA GE=398.00 WATER CONSTRUCTION NOTES ST Eh STORY f FI RAME HOUSE °. 1O INSTALL 1" WATER METER ; Y (BY CITY OF RENTON) Yn' o. IL PERM BILE CONC. o O CUT & CAP EXISTING SERVICE LINE AT MAIN LINE & REMOVE RIVEWAY EXISTING %" WATER METER (BY CITY OF RENTON) SEE DETAIL O SHEET C5 11 5 O3 CUT -IN -TEE (BY CITY OF RENTON) I (1) 8"x6" TEE (MJ x FL) (1) 8" SPOOL 6" PVC0,0 6" PVC SIDE SS (2) 8" SLEEVE SIDE SS N (1) 8" GATE VAVLE (MJ x MJ) ; a (1) 6" GATE VALVE (FL x MJ) 39� 3107 3109 PER CDR STD. PLAN NO. 300.3 m 6" SSCO UNIT A UNIT 8 i 12' - 6" DI PIPE IE=394.50 FFE=398.50 FFE=398.50 ® 1 - FIRE HYDRANT ASSEMBLY PER CDR STD. PLAN NO. 310.1 I LEGEND PROPERTY LINE N ADJACENT PROPERTY LINE 0 z - - - - ROW CENTERLINE - ROW LINE I N ASPHALT PAVEMENT m CEMENT CONCRETE PAVEMENT 3 PLANTER STRIP 2" GRIND & OVERLAY 0 x 1P ^ �Gr m Land Planning • Civil Engineering 5130 South 166th Lane SeaTac, WA 98188 T (206) 229-6422 3 2 @ 4 _'..: " %CSC1R "_ c. 3 , , . , ies.sz a z3.00' - '/ 1 0w�u1 ii�ff. �A4 1CTO '` F-PROTECT EX. TREE CONSTRUCT CEMENT CONC. i?RL1 ,PAJQ4d3X ', OIDEWALK PER COR STD. { PLAN 102 & F007 I 6" IPVC SIDE SS G4R4GE=398.00 GARAGE=398.00 I CONSTRUCT SINGLE DIRECTION I CURB RAMP I SEE DETAIL ON SHEET C4 VF I I E CONC. GARAGE I I DRIVEWAY SEE DETAIL ON SHEET C5 I I I I 6" PVC SIDE SS 3115 311 ti SSCO �N398.50 IE=394.50 i5 FFE=3985 ,' I 6" SSCO I IE=394.38 6" ROOF DRAIN 6" FOOTING DRAIN gti' COLLECTOR COLLECTOR �ON 6" ROOF DRAIN COLLECTOR _ _ r- --I r 6" FOOTING DRAIN r r I I 1 0 1 COLLECTOR ° o I i ° i L J FOOTING DRAIN DRYWELL j , iEE DETAIL 2 ON SHEET C4 207 FOOTING DRAIN DRYWELL SEE DETAIL 2 ON SHEET C4 ROOF DRAIN DRYWELL (FULL INFILTRATION) SEE DETAIL 1 ON SHEET C4 0 JOB N0. SURVEYED: SCALE: M7420 DESIGNED: 1„_10 VERTICALHADI M HORRONAL: HAD 1988997 H. H. PHAN DRAWN: H. H. PHAN DATUM CHECKED: I ONE INCH , AT FULL L� IF NOT ONE INCH APPROVED: SCALE ACCORDINGLY NO. REVISION BY DATE APPR h TPN:0423059301 N / 0 ( I N1 4 ROW DEDIG4 (146,221SQ1 FT J) N I N I I ---------- 14iAUlr I' I 1/ Know what's below. Cal before you dig. HORIZONTAL GRAPHIC SCALE 10 5 0 5 10 1 inch = 10 ft CITY OF RENTON Planning/Building/Public Works Dept. i m D x W-407301. S-407301 & R-407303 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING msippo 05/04/2021 CALLOUS DUPLEX 3119 NE 20TH ST RENTON, WA 98056 PAVING / GRADING / UTILITY PLAN N M N N O O O T A It LO N O O O m 1R DATE: a 4-15-2021 Z) PAGE: DRAWING NO: Z) C2 3 12 (aj