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SEE SHEET C4.21
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9303
z -93�F 12" PVC
CB ✓ 0 4-9B 0.0082 APPLICANTS ARBORIST
N.• 19879.15
E.• 19794.18
TYPE 2-48" \
SOLID LOCKING LID `
R/M-*2-06-462.15 - -
12" lE /N 4_459B-(SX6.05 -
12" If OUT 455 9&-(N)455.95
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---� ---- --�- -- -----J a
---- �----- N89°51'03"W 178.00
7 --- - - - - - - - - - - el
1
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2 1 I�1 � ,• I
11 CD
51264f SF 11 \ Lc)
00
66.43
F ®-e-eeVc� I I I / I I I \ \ i ROW
co
0.0065 i I I I I / I � I \ \ PROPOSED 1 " WA TER METERS TO BE o
co
INSTALLED BY D/STR/CT FORCES, A CD
CD I CD
I I I I 7,, $65f SF RN/SHM ADE 46Y 62 � I 6" IE 465. 00 � � WA TER METER PERMIT /5 REQUIRED
6.9 `�1466.12(AB) L- �- ----� \ 1
UTILITY CROSSI to P!7/I/d �
I I I CO I EX STORM P/PE
i I I I II 6" lE 464.44 I - - - - UTILITY EASEMENT - a
- - �11 RF RFMU1/£D
o I I �� / 1 I I SSCO 3 SSCO PER CO2R STD \
R/M 468 4-F 469.02 \ \ PLAN 403.1 & 406.1 1
6 /E 466�8- 465.90 SSCO 1
6" lE 462.54 I 6 /E 466-28-465.90 8� 472.17RIM V �
PRIVATE STORM I \ �I ® I F 1
/ 0------------------------------------- -- o--------p
/ EASEMENT "
------------------------------------ ------ 73LF 6 PVC 6r l 464.75
66 12" PVC
( ®-9-3'r'r i \
n_;263
12 08 I2f0 I \\ r-----------+-�--------�
1 I l 12" If 456.70 \ 12" IE 60
37.81 I I I
3t9tF12 PVC I ---------------------------------- ------- I
E.• 19794.00
TYPE 2-48' SOLID LOCKING LID
RIM-,* 460.53
12" /F /N 466-34- (E)456°53
6" If IN -45E64 (5E)456.53
12" 1E OUT #646 ::3O (N)456 48
SHALL BE PRESENT
DURING EXCA VAT/ON FOR
STORM LINE
-- --------�--
00
-20LF 6" PVC
00.075
y ----- ` z----�-70.0044-------- i
40LF 6" PVCI � 0060 -0-------- \---------- ----------04 - ---------
\
----
N89°51'03"W 178.00
TYPE 2 CATCH BASIN PER 6" VAULT FOOTING DRAIN
COR STD PLAN 201.00 LOT 3
(TYP)
UTILITY CROSSING TABLE
CROSSING #
UPPER NETWORK
UPPER P/PE /E
LOWER PIPE CROWN
LOWER NETWORK
CLEARANCE
1
466.14
465.05
1.10
DETENTION VAULT, SEE
DETAIL ON SHEET C4.31
_.I
RIM 19.-69 472.177
TRACnA 99.65 6 /E-4E�P464.4�1
2,132f s M8LF 12" PVC 6" IF 464.441
® ig.-9_590.0467
T�
- - - --
STA. 11 f 17.42, 7.25' L T
TYPE 1,
RIM-46;�.:99- 468.06
12" IF IN 46-968- (E) 463.06
12" If IN -463- 60 (W) 462. 94
6" If /N 469 59 (N) 463.36
SCALE: 1" = 10'
0 5 10 20
SURVEYED: XXX
DESIGNED: SHY
DRAWN: SES
CHECKED: SHY
NO. REVISION BY DATE APPR APPROVED. SHY
4-26-2023
SCALE:
ONE INCH
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
SET LEAD & --- I
TACK
I
SOUTH EDGE
MOW CURB 0.1' (S)
STA. 20f 18.04, 18.14' L T
R/M 471.60
12" IE OUT 468.97 (N)
0
JV 1
N
I
DIM „A„ /
TRENCH & BACKFILL PER
COR STD PLAN 220.20
I TA.20*9866, 17.70' L T
TYPE 1, /
RIM 4;7-2 09 471.95
EX 12" IE OUT 466 i8 N)
467.63
\ o
FIRE HYDRANT /
FLANGE EL 472.46 84
o �
-47 6" VC
0.0
I I r -
d PVC 10 00
: I 00.020
-- f BM „B„
� I
-----
PROJECT NO. 21019
CIVIL ENGINEERING
LANDSCAPE ARCHITECTURE
PLANNING
DESIGN SURVEYING
12700 NE 195th St, Suite 300 Bothell, Washington 98011 425.885.7877
com
HORIZV ONTAL: NAD 1983/1991 CITY OF
RENTON
DATUM
Planning/Building/Public Works Dept.
STA. 21f33.67, 7.17' RT
48" SSMH PER COR
STD PLAN 400.1
RIU0;7z" 0 0 472.47
8" 1E OUT 46432 (S)
46387
TYPE 1 CATCH BAS/N
PER COR STD PLAN
= 200.00 (TYP)
/ CB
RIM=471.88
/NV.12"(N)=470.42
1NV.12"(S)=470.36
/ o
0
TOP 6F NUT
EL 470.20 (AB)
STA. 10* 17. 69, 7.25' L T
TYPE 1,
RIM �? BB- 471.71
12 IE IN 466 &&- (S) 468.26
12" IE OUT 466 L9& (W)467.91
0
STA. 20f04.04, 7.51' RT
TYPE 1-48"
RlM-4;7z" N 472.13
8" /E IN 463. r� (N) 462.89
i I S-419302
RECORD DRAWING R-419307
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
UTILITY PLAN
NOV 2021
FIELDBOOK:
PAGE:
DRAWING NO:
C4. Ol
SHEET: 7 OF: 15