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FOUND BRASS DISK N1TH I I T
PUNCH SET IN CONCRETE
IN CASE MONUMENT a'
_ SE 138TH PL_
72
SSMH 4763 -
SE 138TH PL RIM = 379.14'
IE 8• DI (N) = 379.14' S it 1 I I
IE 8• DI (S) = 378.98' _
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CB cr
C.
RIM = 385.68'
IE 12" CONIC (N) = 383.37'
IE 8" CMP (E) = 383.27'
Ij L(j
IE 11" CMP (S) - 582.70:
IE 12" CMP (W) = 382.83' j
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RIM = 385.68 18" CPP WITH METAL GRATE
IE 12 CMP (N) = 382.03' L � CP �'• I.E. = 394.19'
IE 12" CMP (S) = 382.01' •� L - - • BA WIRE
IE 4" CPP (W) = 382.81' fi 1 6
SSMH 6876 I C (PA —
co, \
RIM = 386.12' I ;c>!, _— — — — — — V I Z REFLECTOR ROAD STOPS
IE 8• DI (N) = 37Z50' 3 \ �- ` ` CB
IE 8" DI (S) = 377.44'
\ % P 12 RIM = 395.24'
I° \ \
l i \ IE 18" CPP (NE) = 91, 71' '
�I \ E I8" CPP (S) = 391 7I'
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EASEMENT 3
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y 8 / < < / 5 — i // �� I I `�� \ \ \ o g3 � EXISTING SEWER SYSTEM SHALL BE
II l� �/ i / �\ / _ ^\ \I \\ \ '' I OPERATIONAL UNTIL PROPOSED SEWER
00 \ l SYSTEM IS INSTALLED, APPROVED FOR
l I 0 _CP �I I° I= CONNECTION, AND CONNECTED PRIOR
39).
�- rTO DEMOLITION AND REMOVAL.
FOUND BRASS DISK N1
PUNCH SET IN CONCRETE
IN CASE MONUMENT r-- • • .. : a ° . {A'
-r •'-. ..-� ._ . a '`.._ .: Y .4 �'a.`_r >1) \ \ \ \ \ I/ NO PARKING ANYTIME
ce
_� 1 �0 -_- \ 4— I RIM = 390.31
�— I � T T7� \ a : \ IE 12" CPP (SE) = 386.99-
SE 139TH PL I �-.� -- _ �� ••' �Lr. al - ... •\ % 1 L �I
I I y"ri 1
I \ - E6" PVC (N) = 385.10,
M26F V G v $I' - �� -- =� �u vv IE 12" CPP (S) - 384.92- N
q = 376. s o" IE 12 CPP (NW) = 384.99'
CP 16 I ll IE 8 DI ( = 376.147�,\( 4" >f �.
`G SE 5THS. PL
SE 1397H LI �. ___ I loll
SHED(TYP. �� ° / ✓ \ I RIM = 388. 11'
CB IE 12" CPP (N) = 384.43'
RIM = 384.97' IE 12" CPP (E) = 384.40' 4�w N
IE 12" CMP RIM = 380.95' I I / W1 0" , -•--r T, RI MH 6873 N
IE 8" CMP (E) - 381.34: I \ RIM = 389.76'
IE 10" CMP (S) = 380'83' 10"� ^' n' \ IE 8" PVC (N) = 38f.93'
IE 12" CMP (W) = 380,87' I ` V T IE 8" PVC (E) = 382.01'
NO DUMPING 2 " 5b1O \ -- I_ j- /,
I/ 3 I NO PARKING ANYTIME
I �II I I„ \
ch 385 I h
RDBIM = 387.32'8 IEI8" CPP (N)
382.95'
0�jIE (SE379.02
'
o IE 18" CPP (S)- 379.05'
\ 383 3$7
N 382
I 381
I z 12 I 380 s
\ 11 379 TR �,T A
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allI
\ 37 8 S T R M 3 NO PARKING A.—
ellI 377 al"8S
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FOUND BRASS DISK x1 -<- _ � J I __DGE' G I� II . •
PUNCH SET IN CONCRETE II I II
IN CASE MONUMENT
_ 383 3 4 385-382
I
_ 8
o I I A24" 378— °380 —
_Cr — I 381
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Know what's below.
Call before you dig.
09/10/2024
W W &go SURVEYED:
TACO MA S EATTL E DESIGN '/ RI
S P O K A N E T R I -CITIES 2 REVISED PER CITY COMMENTS DATED 04/02/24 RI 9/6/24 DRAWN: GB
2215 North 30th Street, Suite 300 Tacoma, WA 98403 1 REVISED PER CITY COMMENTS DATED 10/25/23 JMT 2/16/24 CHECK
SDK/ M W
253.383.2422 TEL 253.383.2572 FAX www.ahbl.com WEB NO. REVISION BY DATE APPR
APPROVED:
SCALE:
VERTICAL: NAVD 1988
HORIZONTAL: NAD 1983/1991 Ad=&CITY OF
1DR) RENTON
ONE INCH DATU M NW
AT FULL SCALE Planning/Building/Public Works Dept.
IF NOT ONE INCH
SCALE ACCORDINGLY
2
GRAPHIC SCALE
0 20 40 80
1" = 40 FEET
UTILITY NOTE
1. WATER DESIGN UNDER SEPARATE PERMIT WITH
KING COUNTY WATER DISTRICT 90.
2. ALL UTILITIES DESIGNED TO SERVE THE PLAT
SHALL BE PLACED UNDERGROUND.
S-427802 R-427829
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
WASTEWATER UTILITY
jstowell 11 /26/2024 '
DEVELOPMENT ENGINEERING � �-
H H uyn h 12/04/2024 '
DATE:
MAPLE HIGHLANDS 9/6/2024 E
PAGE:
AHBL JOB #2221005.10
DRAWING N0:
COMPOSITE UTILITY C5.0
PLAN SHEET: 29 OF: 39
R- C5.0
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