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IE 12" CLAY NE 129.7 I O
r IE 12" CON SW 130.1
�/'1 y I v� � I r CB RIM 133.78'
VJ NN I 2-� o �� 7 IE 12" CON NE 130.9 U)
• w STA. 7+81.8, 8.6' LT ����IE 12" CON sw 131.0 �t I (r " �I
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(1) 8 FLxMJ ADAPTER
�" INTX. STA. 11+04.75 STEVENS A E SW= Z
Q �� (1) 8" GV (FLxMJ) CB RIM 133.37 CL SW LANGSTON RD. I J D
r I (1) 6 GV (FLxMJ) IE 12" CON NE 130.9 I N 178344.21 m
U) N (1) FH ASSEMBLY I IE 12" CON SW 131.0 STA. 9+68.8, 9.9 LT E 1296811.45
z N H SSMH RIM 136.10' IE 6" CPEP NW 131.3 (1) 8"45° BEND (M✓xM✓) _ �
LdCl)N / 2 IE 6" CLAY NE 124.6 co SDMH RIM 138.65' U
zW + E 6" CLAY SE 124.7 + 5 E 12CON NW 133.1
IE 6" CLAY SW 124.7 N N
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STA. 8+ 17. 4, 15.1 ' R T cV > rn a' os
z zF o� I (1) 8"45° BEND (Jx J) o N o I I I 8 TA. 10+67.0, 2.8' RT
Q YD RIM 138.38' i,9y y F Z y " IE 6" CONSW 137.6 �n t>, c, CONC v 1) $ GV FLxMJDRIVE Z z I C18 D2 �1) 8" VERT. CR SS (MJxMJ) SSMH RIM 138.81" o
ui = I I I I 14. RT I I 1 8" TRANSITION COUPLING IE 8" CLAY SE I13 8 I Z
STA. 9+71.4, O IE 8" CLAY NWI 132.9
Q U I I (1) 8"45° BEND (Jx J) I CONNECT TO EX. 8"W IE 6" CLAY N ?33.1 x
�,� I I I I I rL. 0 0�0 I I -4 o00 1
SDMH RIM 133. 7'
Z U_ N� IE 12" CON SW 127.4 ci AS BUIL T
��� � �y � �� v�� � � TA� IE 12" CON W 127.2
TAA \ -7, �o A II I I �, I E 12" C o N NW 127.2 ti DRAWINGS HA VE BEEN PREPARED FOR
S�� I- I I I �z �,$o E 12" CON sE 127.1 I U AS -BUILT RECORD BASED ON INFORMATION
�I� W r -yN�o c,' t^ �n SSMH RIM 133.76'
�.J �� o �� Z� I I m I E 6" CLAY SE 122.8 ��, �\ o PROVIDED BY THE CONTRACTOR AND GROUP
z I I 2 I w I I �1 I IE 5" CLAY NW 122.8 O FOUR, INC. SURVEYORS, AND STAMPED BY
��r 'A'�� I E 6" CLAY SW 1228 Np
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2 THE ENGINEER.
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EXISTING GRADE 2 V
® � ROAD
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a.37 IF 8" 1130
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120 153 (AB) 1.2 �20
b NOTES
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WA TER NOTES. Ln
X
SEWER
NOTES
X
z
W
O
W
+
AJ' COVER MINIMUM. (TYPICAL) 20 REMO
EXISTING SANITARY +
+
N
+I
C
+
+I
0
CQ
SEWER
.W1III
MANHOLE AND REPLACE
*
'SEWER .n
:.
O
_ .QQ
W SANI TAR Y
Txj
A-REMOVE AND SALVAGE EXISTING MANHOLE,
:
W
o
FIRE HYDRANT
(
fn
x
W
Q�)
00
50 6" P VC
5Q 314" WATER SERVICE (TYPICAL).
............... E...TPER STANDARD......
DETAIL 320. •1. (TYPICAL FOR
SIDE SEWER STUB : :
...................
00
.......................................
.......................................
o v
..................... o .. 1
ALL SERVICES) CONNECT NEW
METER SETTER AND NEW
+
COPPER TAIL PIECE TO
90
CUSTOMER PRIVATE SERVICE
LINE ........................
A6CLOSE VALVE AND REMOVE :EX.
......................
LO
.............
VALVE BOX. • (TYPICAL FOR
ABANDONED: VAL VES)
80
ONE CALL
7-800-424-5555
w
Q
z
w
7+00
EXISTING UTILITIES ARE SHOWN FOR
REFERENCE ONLY. CONTRACTOR
SHALL FIELD LOCATE ALL EXISTING
UTILITIES A MINIMUM OF 48 HOURS
PRIOR TO CONSTRUCTION.
�F WA
44863
c�/�T�!
InKIA1
8+00
2 AS -BUILT INFORMATION ADDED
3 AS -BUILT INFORMATION ADDED
NO.
REVISION
SURVEYED: SCALE:
VERTICAL: NAVD 1988
�� ' HORRONTAL• NAD 1983/1991 CITY 0 F ��
RVM/EZ 12/06/10 VB DESIGNED: � -2O
AW 11/20/12 AW, JH .� R E N TO N
DRAWN:
AW, JH
ONE INCH �ATU M
CHECKED: AT FULL SCALE Planning/Building/Public Works
AG, DC, AW, JHDept.
IF NOT ONE INCH
BY DATE APPR APPROVED: SCALE ACCORDINGLY
AG, DC, LH
0
. Q
o�
w
AS -BUILT
THESE CIVIL PLANS HAVE BEEN PREPARED BY CITY OF RENTON.
HOWEVER, GROUP FOUR, INC. HAS ADDED AS -BUILT INFORMATION TO
THESE PLANS.
GROUP FOURInc.
Land Surveying IL Civil Engineering
Land Use Planning Biological Sciences
16030 JUANITA-WOODINVILLE WAYNE BOTHELL, WASHINGTON 98011
(425)7754581 * (206)362-4244 * FAX(206)362-3819 * www.GRP4.com
No.
REVISION
DATE
BY
1
AS-BUILTS
12-3-10
ESZ
G4 PROJECT N0. 09-4193
it7+Uo
DATE
009 EARLINGTON WATER & SEWER IMPROVEMENTS 10/02/09
PLAN AND PROFILE: STEVENS AVE. SW FIELDBOOK:
STA 6+00 TO STA 11 +25 PAGE:
DRAWING NO:
C18
RECORD DRAWING/AS-BUILT SHEET: 21 OF:32
W I - 13101812