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I PUBLIC UTILITY EASEMENT
RIM 423.38 (AB)
12" If OUT 420.83 (SW)
14LF 12" PVC
I� 90.1814
CB 12 ADS II
AB) 24LF 12" PVC-r
INV=4 7.84(18"S)
INV=4�7.7908"W) (90.0237
II
12" IE 419.07 (NE) (AB)
" BRASS DISC w CONNECT TO EX. SEWER MAIN
IN 4"X4" CONC.� PER C.O.R. STD PLAN 406.1
IMENT & CASE IF 416.87
SEP 2013) I
UTILITY CROSSING
(TYP) SEE UTILITY
CROSSING TABLE THIS
SHEET
/ I
I
�ti I
SEWER SERVICE
CONNECTION FOR LOT 1
I N
I
CB 5
TYPE l
RIM 424.91 (AB)
6" IE 424. 07 (OUT-W) (AB)
SD SD - SD --111
I I
CONNECT TO EX. CB 3
NE 24TH ST TYPE l
RIM 423 J5
EX. 12" lE 415.69 (OUT-W) (AB)
6" IE 416.70 (IN-E) (AB)
FOUND 2" BRASS DISC W/
PUNCH IN 4"X4" CONC.
MONUMENT & CASE
DOWN 0.5' (SEP 2013)
NE 23RD ST
22LF 6" PVC
OVSRFLOW 0 0.0027
11 11
EXISTING
][SOUSE
TAPPING TEE TO
SD EX. WATER MAIN
12" sD
CONC.
SSMH
RIM=423.89
INV=417.34(8"N) o
INFIL TRA TION TRENCH
PER C. O.R. STD PLAN
225.20 (TYP)
7,53
co
RR TIE
R ET. WALE Q
n
EXISTING
MOUSE
I
GRAVEL DRIVEWAY CB
PROPOSED 64'x11'-4" PUBLIC RIM=435.20
DETENTION VAULT
SEE DETAILS ON SHEET C4.31
D0 CBSLL
SD _ RIM=435.33
TAPPING TEE TO 1 INV=432.38(8"N)
' EX. WATER MAIN INV=432.23(12W
f INV=431.91(12"W)
1 8., G, �►
E TA. 1 28, 12.33 RT l '
T-
/ P RIM 426.92 (AB) 241?1?
3LF 12" PVC 12" If OUT 420.09 (5) (AB)- - -
N 00.1833�
_ .PROPOSED 1 " - I 2f � 2 12
WATER METER -28LF 6" PVC- I
a\ 0.2143
7 ,,,art RATED LID -
-RIM 430.82 `
6" IF 426.00'\
---25LF 6" PVC
00.0800
SSCO PER C.O.R. STD ,
PLAN 403.1
LOT 2 SEWER SERVICE
RIM 00..51 (AB)
6" lE 424.00 (AB)
LOT 2 ROOF/FOOTING
/ DRAIN CONNECT/ON
/ 6" IE 428. 00
9Z77f9-
EXIS ING HOUSE
FF/433.0 +/-
/
SD CO
RIM 426.28
6" 423.50 If (IN -NE)
6" 423.00 /E (W-OUT)
REVISION
�l
1
EXISTING HOUSE
/-3-225
UTILITY CROSSING TABLE
CROSSING /
UPPER NETWORK
UPPER P/PE IF
LOWER P/PE CROWN
LOWER NETWORK
CLEARANCE
1
STRM
421.31
419.42
SSIR-SERV
1.89
2
SSWR-SERV
416.87
416.17
STRM
0.69
3
STRM
418.97
416.89
STRM
2.08
30' RIGHT
OF WE
PER KING
COUNT
NUMBER
6,
NE
i
N
SCALE: 1" = 20'
0 10 20 40
PROJECT NO. 18265
CIVIL ENGINEERING
ZE LANDSCAPE ARCHITECTURE
PLANNING
DESIGN SURVEYING
12700 NE 195th St, Suite 300 Bothell, Washington 98011 425.885.7877
SURVEYED: XXX SCE: VERTICAL NAVD 1988
HORIZONTAL: NAD 1983/1991
DESIGNED: SHY
DRAWN: AR
ONE INCH DATU M
CHECKED: SHY AT FULL SCALE
IF NOT ONE INCH
BY DATE APPR APPROVED: SHE SCALE ACCORDINGLY
CITY OF
RENTON
Planning/Building/Public Works Dept.
R-412408
S-412402
RECORD DRAWING W_412402
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
UTILITY PLAN
✓ANUARY 2020
PAGE:
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