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EX. 8" SEWER MAIN
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(FIELD VERIFY)
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40 LF k PVC SDR 35
2" GRIND & OVERLAY
(TYP) -
STA 10+37.50 (13' RT)
CONSTRUCT 16' WIDE
DRIVEWAY-ENTRANGE-
2" MPE IP PSEG
f-tripinx/ppirvi NE20THS-I-- EL: 396.92'
PeTruitirr, fTrp)
SIDE SEWER STUB L M 2Z. OU LOP% IMV I N. -TIA-3
SIDEWALK PER COR S D. PLAN 406.1
PE CMG C G CM
ALK PER COR TD. PLAN H032.1
G -TRUCT CE.�,MENT
CM N . T EFL
8 ' W STRIP WITH SOD
E UD
• 40 L C 35 •
RCIS CAN SIS) (CALIPER}
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(5 T) ; ; , .
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(FIELD VERIFY) % o ' / .
/S1 E SEWER STUBD @ 2. 0 /o M
/
PER COR STD. PLAN 406.1 ; ' , ;
oHP
SAWCUT & CONST PHALT PAVEM NT
° TIO S
A, SCAPE N ssMII l0000
RIM 395.77
FOR -TAILS ( P) 8" CONC IE 389.72 SE
12" CONC IE 389.62 SW
END CURB @ 0 I ;L: SHEET C4 a
BEGIN CURB @.6° .. .,r.
SS a SS ; S: ' SS S SS ; ; s - s�STA 10+9 1 SS IFSiP- S >S SS SS - SS SS
�r :: ..r.�.••� .� ��.• .r � 3'� ''�•'''� •• •' INSTALL MAILBOX 4 STA 11+ 4 /.r.... : 1 CONSTRUCT 16' WIDE OHP . /. ( )
STA 10+06 13 RT EX. 8 CI � � �� � �. � ��• �. � •. • • • I:
( ) / . �'. 2 I.... I� .. .': '•'.''I/ : PER COR STD PLAN (5' RT ?�
DRIVEWAY TRANCE )
BEGIN CURB 0" I :C:. I �: WATER MAIN :I r.' 'I'.''.'' •'. /
@ 10 ' `� I::' PER COS-S'fC�PLAN 104.3 11+00 I .' ...j H028,H029, H030 12+
397.78(ASB) TOP NUT 397.06 (ASB) 1'06 6 - ' . .
FG=39$i ; /. ;:/.., TOP NUT 397.32(ASB)/. ....:••..... . .. .. 395.90(ASB) cn
_-1_. •� : _ : -���.��_�� -4__ _���u FG=395.96-
o. 397.78(ASB)
.. ``
.. .".GV 1
7.79 ASB E�- TOP NUT ' ..... 396.38(ASB) . 395.35 ASB
39 ( ) ION N• ( )
►'• ► PROPOSED 5 x8 BIORETENT , M. • .. 4 .
. • 396.18 .. - -
o .. .�. . .
�.G'�. .'.••.'.••.'.••�.'.••.' ••�.. � .. �.. •.. ,........ ,r �•�.�... .� .. .. .. .. .. �'fFL-�:7C):� � .'.. � .. .' ....� FL-.TJ'T4Q
'S,o °�'' '� .PLANTER FOR ROAD DRAINAGE ..�.'. � .. o
INLET AND/OR
1 Z'YP : '•':' •'..... .STA 1.1.'+44 .
CURB CUT I ASB �'
MATCH
. • .. , .. , • • • , w/ / '.•• . �• 3ss.2s( ) ..'... �• . �• .'•� . �• �.. •. �. •.� .' � �.'• �.'.� �. � �.'.. .. � .. .. .. ... .. TO . _ .. .'.� .� TOG
DRAIN HOLE AT LOWEST POINT % T. RT >
& ...'. (� ) 396.88(ASB) \ 395.85(ASB)
EX. SIDEWALK
FG=397.80 I D . Q D n. wr p A 397.55(ASB) .. °
�Q
9 •D •' p o� � . z'/b. D� .' \ 395.35(ASB)
OHP
1 M - TOCn39$�$. ' , p: Dom• •i• p
e e e
t398.05(ASB) e D P .��,�, ` .'� FG=39 .75
PROTECT EX. - - - -
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POWER POLE 1
D e °� D W . D Wei \` W e` e y/ ... ` MATCF4 EX1
O p ' n ION a °` `¢ . e.. % 8D D .p ° D D D ° D e °. D STAe10+72 D e' °16' , 'o ST 1 +18 D ° 'D D ' ` '� 4 D ° D ' D D a . �..' FOUND IROI
a 1 xo l'E ° D . ° ; D o' yq 7.5' RT ° (1 )ZT) D �. e p e D D . PIPE 0. 'N.xo.1
° a STA'1'Q+6 ..50 \'b e e D ° D e. D D D.D Rd��; I y•' OF COR ER (0
FG=39�3-�fl I (17.5 '"Cn
RT) 8, p
.D N52°1106E 188:2'D ►• ,
ssco
398.23(ASB)
RIM 398.47
SSCO ir' CO 165.52'
SS
..F�1. R
TRANSITIO CURB :'.:' ::: ` 1" '`` RIM 398.28 5.92 ASB -P
':.': RT 398.4 RIM 5 �` 10 10 10 39 ( ) �
• ..........:.. S I DS'i63 ::'i.. riti�'
FAG
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6 TO 0 5 ::.:.'....:::'.::....:....:: F r
A.
:'. 6 SS STUB
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0 1
P 'u��� = 4 ASB ;�'►'`. - `SFr: 395.2
s 398.30 ASB •� o. 'y ( )
SSCO -
.fl
-
_F�
TY LINE
42 398. � �� .RIM �'�`�'Q�:.
�i . �� PR �' T EX. TREE
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O EC _
8 ASB ............... .......:: ....._...:.,:..
398.2 � - '
( )
t
hA�
+ CEMENT N
CO -r. -CONSTRUCT -•, STA 1 1 -
0 0
;iLAT
CY)17 R �-•� • �' ' ,•
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F� 4 +Y .
T:.
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OIDEWALK PER C D.
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PL
DEDICAFMt
LU
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ia :....
w � I �'• � ='� �'' - � � = � � ' - - i GE=398.00 GARAGE=398.00 i 6" PVC SIDE
_ GA - 0 RAGE=398.00 i I
U) ' COV'D 3119 NE 20TH ST C VL), i i POR D FOR CONS T UCT SINGLE DIRECTION n
WATER CONSTRUCTION NOTES: PORCH 1 STORY WOOD °POItCH ; ; ,,, ; CURB RAMPLo
FRAME HOUSE
0, 10 INSTALL 1" WATER METER o j„ EE DETAIL ON SHEET C4
(BY CITY OF RENTON)
ERM BLE CONC.
Ln
Ln
z O CUT & CAP EXISTING SERVICE LINE AT MAIN LINE & REMOVE r RIVEWAY i E CON(. �cF
EXISTING %4" WATER METER (BY CITY OF RENTON) SEED AIL O SHEET C5 �� ssco
o DRIVEWAY
4f RIM 399.24 ;
SEE DETAIL ON SHEET C5 ;
O3 CUT -IN -TEE (BY CITY OF RENTON) �9e8,o
(1)8x6 TEE (MJ xFL) ii E. I "'
� A, I
(1) 8" SPOOL 6" PVC / 6" PVC SIDE SS 6" PVC SIDE SS x IS `j��OF WASy� I
(2) 8" SLEEVE SIDE SS co`P T
(1) 8" GATE VAVLE (MJ x MJ)
(1) 6" GATE VALVE (FL x MJ) 3115 311J i �tih Survey &Mapping
p 3107 3109 UNIT C NI� i 6" SSCO 'L� o� 15241 NE 90TH ST, SUITE 100
No PER COR STD. PLAN NO. 300.3 i 722 i i 0,� � 3847 �o ,�� REDMOND, WA 98052
IE 394 50 ' UNIT A UNIT B � T FFE=398.50 FFE=398.50 IE FS FG�STAN
U, 04 12 - 6 DI PIPE FFE=398.50 FFE=398.50 L�, i sioyA sJ TEL. 25.82 -6700 I
i ! 6" SSCO � 19/2 FAX 425.823-6700 I
1 - FIRE HYDRANT ASSEMBLY PER COR STD. PLAN NO. 310.1 IE-394- i ASBUILT NOTE
3 ►n i AXIS SURVEY & MAPPING PERFORMED ASBUILT SURVEY DATED APRIL 6, 2022.
N j SANITARY SEWER AND STORM DRAINAGE FACILITIES HAVE BEEN ASBUILT THROUGH
Ch FIELD MEASUREMENTS OF THE LOCATION OF THE ACCESS STRUCTURES, THE TOP
ELEVATION OF THE STRUCTURES AND THE INVERT ELEVATIONS OF ANY PIPES
Q ENTERING OR LEAVING THE STRUCTURES. IT IS STANDARD PRACTICE TO SHOW
I �
,ylO THE PIPES CONNECTING THE STRUCTURES AS STRAIGHT LINES. THIS IS ONLY AN I
X h0 ASSUMPTION AND THE ACTUAL LOCATION OF THE PIPING MUST BE VERIFIED IN
--------- -------r---------------------- J '1. THE FIELD. WE ACCEPT NO FURTHER RESPONSIBILITY BEYOND THE EXTENT OF I
---_ --------- THESE ASBUILT MEASUREMENTS LOCATED WITHIN THE CLOUDED AREA.
z 6" ROOF DRAIN °
6" FOOTING DRAIN �oti1
LEGEND I - COLLECTOR COLLECTOR oti
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I PROPERTY LINE
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I - - - - - - - - - - - - - ADJACENT PROPERTY LINE
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ROW CENTERLINE
'-) 1 I ROW LINE
N I ASPHALT PAVEMENT
0
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CEMENT CONCRETE
PAVEMENT
0
PLANTER STRIP
a
2" GRIND & OVERLAY
a
ME =1PReim
Land Planning • Civil Engineering
CD 5130 South 166th Lane
N
SeaTac, WA 98188
L T (206) 229-6422
a
Q
6" ROOF DRAIN
COLLECTOR
6" FOOTING DRAIN j r,
r"* I I 1 o
COLLECTOR 1 0 i o I I 0 I L J
I I L__ _J
FOOTING DRAIN DRYWELL L - - - J *2CF
;EE DETAIL 2 ON SHEET C4
I
FOOTING DRAIN DRYWELL
SEE DETAIL 2 ON SHEET C4
ROOF DRAIN DRYWELL
(FULL INFILTRATION)
SEE DETAIL 1 ON SHEET C4
JOB NO. SURVEYED: SCALE:
R1 / 420 DESIGNED: 1 11 - 10'
H. H. PHAN
DRAWN:
H. H. PHAN
CHECKED: I ONEINCH
AT FULL SCALE
IF NOT ONE INCH
APPROVED: SCALE ACCORDINGLY
NO. REVISION BY DATE APPR
VERTICAL: NAVD 1988
HORIZONTAL: NAD 1983/1991
DATUM
I
8).
AS -BUILT LEGEND
Ak FIRE HYDRANT
0 WATER METER
IN WATER VALVE
0SS SANITARY SEWER CLEANOUT
(ASB) ASBUILT ELEVATION
•
W-407301, S-407301 & R-407303
� FIN COMPLIANCE WITH CITY OF RENTON STANDARDS
TPN:0423059301 Know what's below.
Call before you dig.
HORIZONTAL GRAPHIC SCALE
10 5 0 5 10
1 inch = 10 ft.
CITY OF
RENTON
Planning/Building/Public Works Dept.
CALLOUS DUPLEX
3119 NE 20TH ST
RENTON, WA 98056
PAVING /GRADING /UTILITY PLAN
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DATE:
4-15-2021
FIELDBOOK:
PAGE:
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DRAWING NO:
C2
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SHEET: OF:
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