HomeMy WebLinkAboutzW-4310setSW 114 SECTION 32, TOWNSHIP 24 N, RANGE 5 E, W.M.
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Call 2 Working Days Before You Dig
811
Utilities Underground Location Center
(ID,MT,ND,OR,WA)
L. PIED
�O of WAS
R 232sq
ASS/OG 2�
NAL
150
145
140
130
125
10+80
KENN YDA L E LOTS
(PR/ VA TE) W/ 10 LF \
DISPERSION TRENCH
RIM f 149. 00 (MATCH FG) CAP
6" IE
146.50
R
44 LF PVC SSS O 7.25%
34 LF 6" PVC FROM MAIN TO CO JCE
10 LF 4" PVC AFTER CO;s`
JE ®MAIN 134.83'°P
1E ® CO 1JZ28 FI
1E AT CAP 138.00 `
SAN/TARP SEWER
STUB CLEANOUT
(TYP.); PER COR
STD PLAN 406.1
28 LF 6" PVC SD
O 2.00% MIN.
END IE 14 1. 00
TYPE 1 OR
(PR/ VA TE)
RIM f 144. 00
6" JE 139.75
FENCE CORN
& GATE
0.,•E
10.00' PR/ VA TE STORM
WATER DRAINAGE-
EASEMENT
REMOVE EXIS77NG INSTALL "STORr
ASPHALT 77?ANS1770N ADAPTER ON EX.
RAMP AND REPLACE FIRE HYDRANT
Wl774 LANDSCAPE c,
CB 1, EX TYPE 1 CB.�'
STA. 11+98.45, 12.06' L .:
F' RIM 141.58
p 12" lE IN 136.63 (E)
12" 1E OUT 136.53 (W)
W CB (TYPE 1)
RIM=141.58'
EX SSMH .(W) 12"CPP=136.63
RIM=140.72' IE(E) 12"DI=136.53' 12+ 0
IE(W/SE/E) 8" CONC=132.46' (C.C.) SSL
IM=140.72'
IE(W/SE/E) 8"GONG=13 -
J CB (TYPE 1)" SS
33 LF 12" LCPE O 5.69% (PIIPUBUC)
11 +20
D.R. STRONG
CONSUL TING ENGINEERS
ENGINEERS PLANNERS SURVEYORS
620 - 7th AVENUE KIRKLAND, WA 98033
O 425 827 3063 F 425.827.2423
11+60
1
8',3"DEC O
°° -
8"DEC _
0
-P-
STA. 12+31.81, 12.48' L',
RIM 143.53
12" JE IN 138.53 (E)
6" JE IN 139.03 (N)
12" JE OUT 138.53 (W)
LSp 9634 u.i ry
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89'04'28" WIV
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ILROAD TIE
WA
i ON i
SHED
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GARAGE I I I y✓
FOOTPRINT=407 SF
n>WPancSrnl f INSTALLED UNDER SFR
BUILDING PERMITS (TYP.)
FF
CROP COR
�81�"EVGTYPE 1 CB
33 ;T ► 32
328 S.F.
5, 328 S.F.
\ ............................... r 9 _
(PRIVATE) W/ 10 LF
3. . DISPERSION TRENCH
FENC RIM ±151.00 (MATCH FG)
6 /E 148.50
1.4' 34 LF 6" PVC FROM MAIN TO CO
10 LF 4" PVC AFTER CO
JE O MAIN 13Z 10
FENCE COR 1E O CO 139.25
lE AT CAP 139.88
1.1'E
APPROX. LOCATION OF EX. SIDE
--SEWER PER ASBUILTS TO BE CUT
AND CAPPED AT PROPERTY LINE
1" WATER SERVICE LINE AND METER
TO BE INSTALLED BY CITY FORCES
(TYP.); PER COR STD PLAN 320.1
"STA. 12+91.66 16.62' L
WET TAP TO EX. 8" WATER MAIN
1-8 x6" TEE (M✓xFL)
1-6" G.V (FLxMJ)
1-FIRE HYDRANT ASS'Y 19
10 LF 6" DI CL. 52 :rl
CONCRETE BLOCKING
PER STD. PLAN 310.2
LOCA77ON OF EX. 3 " WATER SERVICE
TO BE CUT AND CAPPED AT 7HE
Rai WA7ER MAIN BY CITY FORCES UNDER
1.Y
4 ` PERMIT B24002199
EX. CB 2, EX TYPE 1 CB
SET R Ak/CAP
C� AT IOP COI
Rl....._... �
0.8'E FROM STA. 13+18.12, 12.66 L
d-
PROP COR RIM 148.72
"
C3ML MNMY 12 /E IN 145.02 (E)
�.- P
P
6" 1E IN 146.42 (NE)
A P
- 12" 1E OUT 145.07 (W)
- i
i-------T
--------I-
FT 7---
-SD-
--� P CB (TYPE,) P P
(n?E 1
I
20
3+00 O11._08.y° PUBLIC)
(71
N 690
3i
tH-ST
CB 2 TYPE 1 CB PUBUC -
STA. 12+98.44, 12.85' L
--
-I
RIM 14Z85 'S SS SS -
67 LF 12" LCPE O 6.48% (P2/PUBUC)
12" JE IN 142.85 (E)
SI
1,n cn Sp
12" JE OUT 142.85 (W)
EX.
400 LF CONC. PIPE AT 5.46%
'GCB (TYPE,)
RIM=152.11 •
PROVIDE 4X4' CONCRETE SHEAR 12 CONC=149.36
BLOCK PER STD. PLAN 31a2 2 CONC=149.56'
1. 1,
CLEARANCE
EX. PIPE TO BE BETWEEN WA&SD
REMOVED PROVIDE ETHAFOAM EX. PIPE TO BE
2.7'
REMOVED
CLEARANCE
BETWEEN WA&SD 1.2' EX. STRUCTURE
CLEARANCE TO BE REMOVED
BETWEEN SS&SD
PROVIDE ETHAFOAM - --
X. GRADE U
- - - EX. CB 2, EX E 1 G
-- i STA. 13+18.1$ 12.66' L
RIM 148.72
-- - 12" 1E /N 145.02 (E)
" lE /N 1 4
i
i
STA. 11+98.45, 12.06' L
RIM 141.58
12" JE l�I 136.63 (E)
12" 1E 0 T 136.53 (W)
1.0'
CLEARANCE -
BETWEEN WA&SD
PROVIDE E7HAF0AM
33 LF 12" LCPE
O 5.69% P1 UBLIC)
- STA. 12+31.81, 12.48' L
RIM 143.53
12" 1E IN 136.53 (E)
6" IE IN 139.03 (N)
12" JE OUT 138.53 (W)
N34THST
O
12+00
1 1 CITY COMMENTS (DATED 07.19.24)
2 ICITY COMMENTS (DATED 09.06.24)
N0.
REVISION
12+40
42
12" JE OUT 145.07 (W)
20 LF 2" LCPE
O 11.28% (P31PUBL/C)
CB 2 TYPE 1 CB PUBUC
8.44, _12.85' L
RIM 147.85
12" JE IN 142.85 (E)
12" JE OUT 142.85 (W)
1.5,
CLEARANCE
BETWEEN WA&SD
67 LF 12" LCPE
O 6.48% P2 UBL/C)
1.9'
CLEARANCE
BETWEEN SS&SD
CLEARANCE
BETWEEN SS&SD
� � w
12+80
BD 08.13.24 YLP SURVEYED:
TERRANE
BD 09.17.24 YLP DESIGNED:
BD
DRAWN:
ECM
CHECKED:
YLP
BY DATE APPR APPROVED: YLP
13+20 13+60
SCALE:
VERTICAL: NAVD 1988
AS NOTED HORIZONTAL: NAD 1983/1991
ONE INCH DATUM
AT FULL SCALE DATUM
IF NOT ONE INCH
SCALE ACCORDINGLY
145-
NORTH
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
U'R
Planning/Building/Public Works Dept.
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.
2. WET TAPPING OF EXISTING WATER MAIN SHALL BE PERFORMED BY CITY
WET TAPPING CONTRACTORS AT DEVELOPER'S EXPENSE.
SIDE SEWER NOTES:
O
N
C:)APPROVED
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1. SIDE SEWER LINES SHALL BE INSTALLED A MINIMUM OF 8 FEET INTO EACH LOT.
2. MINIMUM SIDE SEWER SLOPE IS 2.00%
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
Q
THE TYPE 1 CB AND MISALIGNMENT WITH THE CURB, THE CITY WILL REQUIRE
REMOVAL AND REPLACEMENT OF TYPE 1 CB WITH LARGER STRUCTURE AND
J
ADEQUATE KNOCKOUT.
PUBLICLY MAINTAINED STORM ELEMENTS:
ALL CONVEYANCE SYSTEM ELEMENTS DEPICTED ARE PRIVATE UNLESS
LABELED AS PUBLIC.
WATER METER NOTE:
A SEPARATE WATER PERMIT WILL BE REQUIRED, AND WILL BE PREPARED BY CITY
STAFF AT TIME OF CIVIL PERMIT ISSUANCE.
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S- 431001 W- 431001 R- 431006
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
DEVELOPMENT ENGINEERING v SURFACE WATER UTILITY
LHHuynh 09/27/2024 Farah 09/27/2024 C) (n
WASTEWATER UTILITY WATER UTILITY
jstowel 109/27/2024 ABDOUL GAFOUR 09/27/2024 J
DATE:
KENNYDALE LOTS 2/13/2024 C)`
1ELDB
PAGE:
COMPOSITE UTILITY PLAN OOK: /
PAGE: 7
DRAWING
1116 N 34TH ST C 6 Lz
RENTON, WASHINGTON 98056 SHEET: 6 OF:9 Y
DRS PROJECT NO. 24010
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DRS PROJECT NO. 24010
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