HomeMy WebLinkAboutW-426601c-0
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NO TES.-
1. ALL TRENCH RESTORATION WITHIN THE CITY OF RENTON RIGHT OF WAY SHALL BE
PER THE CURRENT CITY OF RENTON TRENCH RESTORATION AND STREET OVERLAY
DETAIL.
SIDE SEWER NO TES.-
1. SIDE SEWER LINES SHALL BE INSTALLED A MINIMUM OF 8 FEET INTO EACH LOT.
2. MINIMUM SIDE SEWER SLOPE IS 2.007
J. MINIMUM SIDE SEWER DEPTH IS 5 FEET FROM FINISHED FLOOR.
4. IN UNPAVED AREAS, POUR 2-FOOT SQUARE CONCRETE (CLASS 3000) PAD AROUND
CLEANOUT RING AND COVER
BASIC DISPERSION NOTE:
EACH DISPERSION TRENCH HAS A LENGTH OF 10 FT AND SHALL MITIGATE 700 S.F.
OF ROOF AREA. FINAL DESIGN TO BE PROVIDED ON BUILDING PERMIT PLANS.
CATCH BASIN NOTE:
IF DURING CONSTRUCTION, IT IS FOUND THAT PIPE ANGLES REQUIRE ROTATION OF
THE TYPE 1 CB AND MISALIGNMENT WITH THE CURB, THE CITY WILL REQUIRE
REMOVAL AND REPLACEMENT OF TYPE 1 CB WITH LARGER STRUCTURE AND
ADEQUATE KNOCKOUT.
PUBLICLY MAINTAINED STORM ELEMENTS:
ALL CATCH BASINS AND PIPES WITHIN EXISTING RIGHT-OF-WAY TO BE
PUBLICLY MAINTAINED.
Call 2 Working Days Before You Dig
811
Utilities Underground Location Center
(ID,MT,ND,OR,WA)
L. PIED
�O of WAS
R 3232�Q
O NAL G 9,25'23
1§1
SW 1/4 SECTION 32, TOWNSHIP 24 N, RANGE 5 E, W.M.
KENN YL?A L E LOTS
FOUND IRON PIPE T
0.12'W OF LINE & I
N
0. W OF LINE a.
& .8'N FROM
PROP CDR
/ 0.5'N OF LINE
& 2.0'E FROM
PROP COR_
FENCE FOUND RE AR/CAP "•v„`v y`
0.5'W LSp 17659 FENCE E SET INSTALLED UNDER SFR
=ENCE 0.07'W FIR M PROP COR 0.1'W OF L REBAR/CAP
0.4'w �- 3.00' OFFSET SOUTH BUILDING PERMITS (TYP.)
PROP �WOi PROP COR
" WA 7ER SERVICE LINE AND ME J- ----- irrt i UZI
TO BE /NSTTAED BY CITY FORCES a (PR/VA TE) W/ 10 LF
(TYP.), PER COR STD PLAN 320.1 I DISPERSION TRENCH
TYPE
RIM -6120.00 RIVA1E�W/ 10 LF
6 /E 118.50 DISPERSION TRENCH
44 LF PVC SSS ® ROCKER � RIM i121.70
2.00% MIN.
IE ® MAIN 103.75 y /gyp /�//� 7 6" IE 119.20
END IE 104.62 I EX. Ii0 /, / !r 7 1 VE I I rFENCE LINE
STA. 10+94.56, 16.35' L 55 LF 6" PVC SD ALONG PROP UN
RIM 114.64 ®2.00% MIN.
SANITAR SER I EX. 8" IE OUT 113.03 (W) END 1E 114.50
STUB CLEANOUT DEMO EX. CB ALONG
(TYP.); PER COR 63 LF OF STA. 11+09.32
STD PWITH
LAN 406.1 PVC PIPE I 1-8"x6" TFE (MJxFL)
EX.
O� I 1-6" G. V" (FLxMJ)
CONNECTED TO IT SD 3S.F.
24 LF 6" PVC SO FROM THE WEST, �� 10 LF HYDRANT ASS Y
0 2.001b' M/N. Z � �,�(p �. 10 LF 6 DI CL. 52
END . 107.25 I ROOF 136.4• I I I QP(ZG12Ab CONCRETE BLOCKING
33�2 aF��APPROX. LOC 770N OF X. SIDE
SEWER PER PAINT MARKS TO BE
PRIVATE UTILITY EASEMENT WILL BE TYPE 1 CB I ti°'25 G" LINED AND USED FOR LOT 1 AFTER
REQUIRED AT THE TIME OF PERMIT CLOSEOUT. (PRIVATE) i I " i ° BEING SCOPED USING CCTV AND
RIM f 112.67 ONG 2. SEND TO THE CITY FOR REVIEW,•
SADDLE CB 1, TYPE 1 in lE 107.15 - - - - = - - CLEANOUT PER COR STD DEA77L
VE _
STA. 10+31.56, 15.44 EA406.1 _
L �
RIM 1OZ75 �No APPROX.11 N F a "
12" IE IN 106.23 (E) ASPH WATER SERVICE PER PAINT MARKS
EX. 8" IE IN 106.23 (E) FOUND IRON PIP Q 3P _ °S TO BE CUT AND CAPPED AT THE
WA7FJ? MAIN BY CITY FORCES
EX. 8" IE OUT 106.23 (W) o.,oE of UNE & - - - - Y�
0.09'S FROM PROP CDR FOUND IRO PIPE PROP COR
IL ROCKERY 0.42'W OF NE &
0.15'S FROM PRO CO
CB (TYPE m
RIM=103.24' min
IE B"PVC(E.)=101.89' _
IE 8"CPP(SW.)=101.89' \ c
/01��D ■ - D -�
22 LF 12" DI ® 2.50X (P1) - -i ---i --- - --------- ----- ■
W
I I J i ^
10+00 � � -
20' C �1 I1 00 PE PAINT M I� ' 12+00
C/gyp y� _� SSMH (f' �-
2, T/rE 1 I __ •' W 130 64' CALC' (i3T.00' PLAT) RIM=125.14'
SS SS I I �y�I, EL 1 .99 & I IE 6"C NCRI-125.14
- STA. f0+53. 06, 12.17' L S S SS I I 69r I E 8"CONC(E =113= 13.87 12+00. 11
RIM 110.28 - T S S S - SS SS -
12" IE IN 106.77 (E) 3 G' 3' �' GONG c' AILBO%G 95GLF 12 LGCPE
SD 12" IE OUT 106.77 (W) SD SD SD SD SD CB 3, TYPE 1
- a-E
SD -
s� STA. 11+4 .58 12.1
CB TYPE 1 "NM SPH SA 7 7 L
RIM=101.54' _ _
IE 6"CPP(NE.)=99.34' IE 12"CPP(E.)=102.03' CONC - RIM 121.64
E 6'PVC(S.)=99.84' IE 12"CPP(W.)=101.98' :'• COIVC a� •.:.,. :.� '-;'. ', <`__•;..,.: " . B TYPE 1) u
STEPS •CONE,+'„' .. NOT ABLE TO OP 12 /E OUT 118.64 (W)
IE8"CPP(NW.)=99.84• .'`:'.F:::!:'....i'_ _,..•.'; ...�'.: .;'; �a'•:...�.:..: .. :.. �:. :�, NM - - ( PARKED
IE 12"CPP(E.)=99.34' ,.N:..... •:. `,'::.;.. PA CAR
IE 12"CPP(W.)=99.34'
�F,X• Pi
Pic
q.0 LF 8
SADDLE CB 1, TYPE 1 1
STA. 10+31.56, 15.44' L
M RIM 107.75
ivy 1
X. 8" IE IN 106.23 (E)
EX 8" IE OUT 106.23 (W)
22 LF 12" / ® 250Z
95
9+60 f0+00
BE REMOVED
STA. 10+53.06,1 12.17' L
RIM 110.28
12" IE IN 106.77 (E)
12" IE OUT 106.77 (W)
2 O w
10+40
D.R. STRONG 1 ICITY COMMENTS (DATED 07.10.23)
CONSUL TING ENGINEERS 2 CITY COMMENTS
ENGINEERS PLANNERS SURVEYORS
620 - Ah AVENUE KIRKLAND, WA 98033
O 425 827 3063 F 425.827.2423
N0.
REVISION
P
2
® �2 ys
. . r.P
CB 3, TYPE 1
11+47"58, 12" 17' L
RIM 121.64
E-OUT 118" 64 (W)
I EX. CB 11, TYPE 1
STA. 10+94. 16.35' L
lM 114.64
EX" 8" IE OUT I 13.03 (W)
DEMO EX. CB ALONG WITH
63 LF OF EX. 6" PVC PIPE
CONNECIIIED TO IT
FROM 7HE WEST
N 33RD PLA CE
�to o� �� �� �4
10+80 11+20 11+60 12+00
BD 08.16.23 YLP SURVEYED: SCALE:
TERRANE VERTICAL: NAVD 1988
DESIGNED:
YLP 09.28.23 YLP AS NOTED HORIZONTAL: NAD 1983/1991
BD
DRAWN:
PHB ONE INCH DATUM
CHECKED: AT FULL SCALEYLP
IF NOT ONE INCH
BY DATE APPR APPROVED: YLP SCALE ACCORDINGLY
NOFRTH
GRAPHIC SCALE
0 10 20 40
1 INCH = 20 FT.
HORIZONTAL
0 2.5 5 10
1 INCH = 5 FT
VERTICAL
C TY OF
RENTON
Planning/Building/Public Works Dept.
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W-426601 S-426601 R-426606
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
DEVELOPMENT ENGINEERING Aoftlk�
SAMorman 10/05/2023 U)
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DATE:
KENNYDALE LOTS 5/3/2023 I`)
IE
COMPOSITE UTILITY PLAN PAGE:ELDOOK: /
PAGE: 7
DRAWING
1008 N 33RD PL C 6 Lu
Lz
RENTON, WASHINGTON 98057 SHEET: 6 OF:9
DRS PROJECT NO. 23015