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\ INSTALL 4"X4" VERT. CROSS MJXMJ AT 1i
O APPROX. LOCATION OF I \ I \ 6 N END OF LINE FOR REMOVAL OF POLYPIG
ccs 1 10;M\ 15 \
��M EXIST. SIDE SEWER I 1 '0 N 16 M M PER COR STD. PLAN 300.6.
y::,.:..
J j I CONNECTION TO v o 2 STORY WOOD f" IR Dll�?L �Ehc� coo �6 �cP 4" CAP AND THRUST BLOCK ON NORTH
Ln BUILDING & � • co - n � 6.'
REMAIN cn:. S. I ND�153. 0 \ END OF CROSS.
W i l l BASEMENT -
o I I I I I I I I I I FFE=153.29' °� . N. SND* 153. 8, \ \ \ \ X1,°4 "Al
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7J ir.. ' i i Y
4" CONC. CULVERT w CULVERT = 173.54
IE E. END= 151.11' IE NW. END=153.56'IE 4 FL OUT W.=172.69
y�
V o, NO SE. END FOUND
Q�� PRIVATE WATER SERVICE LINE TO NEW METER LOCATION.
CITY TO RELOCATED EXIST. METER FROM TALBOT RD. S.
AFTER RECONSTRUCTION OF HOUSE. \\ 6'8FNC
GAS GAS - GAS \ \�
138'- 4" DI W
E 15' WATER UTILITY EASEMENT 9'
�p�log�o�71�0��0
40 1 20 40 81
(:C /_07U.r
/
RIM = 98.94'
I
IE 12"CONC IN E.=9321'
/
lE 12"CP OUT N.=93.39'
ul
(OUT IS HIGHER)lo
IE 87PVC. IN E.=166.28'
V i
W
Z
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IIE
C,
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CUT AND CAP 2 EXIST. SERVICE
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LINES AT THE MAIN.
r-
STREET RESTORATION PER COR
<.
STD. PLAN H032.1
1
JI/Y. VTVV VrrJCI
CONNECT TO EXIST. 8" DI W/
/
14"x4" WET TAP AND TAPPING /
'
O
M
W
GATE VALVE, PER COR STD.)
PLAN 300.1 /
SSMII 753
RIM = 173.20'
1 -THRUST BLOCK
IE 87PVC. IN E.=166.28'
V i
W
Z
6"PVC. IN NW.=166.75'
IIE
IE 8"PVI OUT S.=166.06'
RIM - 99.15'
IE 12"CONC IN N.=94.39'
I IE 12"CONC IN E.=94.23'
IE 12"CONC OUT W.=94.15'
TpNoo60
IIE S END=96.81'
JJJ
W
I
8"CAP. CULVERT
IE N. END=98.00'
IE S END=98.28'
\�
o�����0
'
O
M
W
\
12' EASEMENT
FOR ROADWAY.
THE N. LINE
W
A
I \ OF THE S. 106' I
REC. N .3669076 ��
GAS GAS '-° GAS
I_0T OO
OT N
V i
W
Z
SSMH 7577 r '
\\ �\ RIM = 18
+` 8 PE. v
VC IN E. &OUT W.
IE CTR. CHNL.= 177.10' S�
GAS GAS
ip
N
I I I I I I
�p�los ogg��0�s0
12" CMP CULVERT
IE SE. END -199.25'
W/ TRASH RACK
10" SOA 6"OA 10"OA\ I ` / / B'OAl2"9fi�\ 2 STuio \�
i 6"oAl2"oA 1000.00' 208 p9' 30
8"OA o / a 7 7��� O 2 6FNC.�
OA 10"OA NEW WATER SERVICE FOR 3112 TALBOT RD. S. RECONNECT 9O `� 0,� `796 `JO r'O 2O9 coal o >=n N N A7� 4 W 29
8"OA "OA 12"OA 12"oA 14"oA \ c9 O c, \ \2p �� \
" q "OA PRIVATE WATER SERVICE LINE TO NEW METER LOCATION. 421' 8.0A1 qA \ 1 cp \ \ ► 20)COTT y
A " c� CITY TO RELOCATED EXIST. METER FROM TALBOT RD. S. &,6"OA OA 8"oA 1 �\6"OA \ \ .\ \ / 26"CO ,` \202
£�.,✓� AFTER COMPLETION OF NEW MAIN. 0 1�8"oA l \ '1�? �M + A A6 LpO 2p0
8 OA \ l I \ \ 8 �N 1RTTl1 1 4 36�M \ 12"Ad l l o
"M 1
o
\ ACAS . . . . . . o
( ��
K. - 1 I 8"OA 0"COT � \ � / 2 1 0 12"M � / / l,,
I �.110�C� 4 6"COT 8 A 1 1 M �' M 6 A �
10 A 7. '00 00 8"G /' � IQ s / / 202: \ 1 OTgAG�TI/.�#'� �J P6
I 10»CCio �IQO^ �9 8 M 79? . �7' l 4"M c' \ p I N
0"OA 1 o i' 3. n, cam' +'f S U o \ o «100' J
m O ( o o
8"OA 1 �P11 ' `' . 2 TORY W OD i CONNECT EXIST. HOUSE �\\ " 1� s M �I 0� 28 M "/ N ACA.i w
TYPE 2 WETLAN1)
SANITARY SEWER 6"M N � w
'� 1� 2e"M \`\ _ 8"oA TO NEW SSCO-3, CONTRACTOR TO 8 M N \ " 8;� M / 20 M I �M A�A3 y N
0
w
VERIFY EXIST. SANITARY SERVICE DEPTH 6 M \
�-- 1-)�7•.'°T � 1 iN \ 110 M 6�kf 8 M
- GAS.y-.C,A$- rec / :'; 1 PRIOR TO CONSTRUCTION. \ 38"C� -AC w w
GAS .'- AS \
:' .>.. ;. .>,•: ': 11 0`, .., :.. ...._...,.. I h a �7/+ a uA� /6"Oq fl --f 8" A \ \ I /
:i`::1.. .......... 26 C
4.76 /o � » 20
LF �-.
10 OA
----� .. 147 -
So
� �
-K),
cJ. � cn oO v �0 30iW
SOA c9 rn O N O O 4 f0'
1 4HWFNC 176_ 17=11 8"OA 12 A . N-��rn coo 0 0 6.5' FN . O6 1
I T -BAR POSTS 8' 80 4 _ -186 - _ _ _LJ
989.81' ; 0) 1
CO -3 o PX I
I CO -2 RE=181.3 I
RE=174.3 IE=177.2 - I� �Q /� /�
I E=170.2
°Qo II Qo BUILDING
BUILDING
�I �° I I( i
I
L�
CO -1 I i\
RE=173.6
I E=167.4B' PM> lE 17Q (N) . \
7z• CA/P lE 7ra u (E) P 12"PLUM
72' CA7P AE na c (Sw)
27 LF 6""SS FH
,rpt -I =
CONNECT TO EXIST N s7 .5� /
8 -INCH SS COR STD. PLAN 406.13. 32ND PL. 13� 4�
CB 32
IE = 166.7+/-
J 2
H 6 188.62'
lM = 186. 1 12"CMP IN E.=184.93'
PV IN'E & OUT W. 12"CMP OUT W.=184.76'
- _ - - - - IE C1R. CHNL.= 177.10' I lE 8"PVC IN N.=185.15'_
CB 6003 I I
RIM 172.91
8" CPP IE 168.65 (NW)
12" CMP IE 168.39 (NE) C6 I
RIM = 172.8
IE = 170.36 (12" DI, S)
APPROX. LOCATION
EX. WATER
1
8 -INCH SS
IE=166.7 +/-
1 PER CITY COMMENTS JJJ
2 PER CITY COMMENTS JJJ
3 FIELD REVISION JJJ
NO. REVISION I BY
17
1
LO LrI
JJJ
SURVEYED:
SURVEYED
11/14/17
JJJ
DESIGNED:
JJJ
9/20/18 JJJ
DRAWN:
JJJ
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00
t +•CV
DATE
APPR
O
r-
11 II
w
EXISTING GROUND @
�
J
J
II II
C5
�SHEET:
> PVI STA: 0+64.46
OF:
5 8
CO
J ELEV=173.81
w
K=8.84
=15.00
� (0 Ln
m CO cy) 00
Co M � M
Ln Il_ r1_ ti
C:) u o II
Q W Q W MIN.I
H J J
\
m
w
INJ
FINISHED GROUND @ �_
�EP- 2+06.35
180
CO -2
RE=174.3
IE=170.2
16 CO -1 I
RE=173.6 103 LF 6" SS @ 2.69%
I E=167.4
0+00 0+50 1+00 1+50
27 LF6"SS@2.69%
SCALE: 1" = 40' HORIZ.
V= 10' VERT.
PROFILE - A
8/15/17
JJJ
SURVEYED:
SURVEYED
11/14/17
JJJ
DESIGNED:
JJJ
9/20/18 JJJ
DRAWN:
JJJ
U)
CHECKED:
JJJ
DATE
APPR
APPROVED:
JJJ
SCALE:
SCALE
ONE INCH
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
VERTICAL: NAVE) 1988
HORIZONTAL: NAD 1983/1991
DATU M
175
70
165
EXISTING PRIVATE SEPTIC SYSTEM FOR 3112 TALBOT ROAD S. SHALL BE
ABANDONED IN ACCORDANCE WITH KING COUNTY DEPARTMENT OF HEALTH
REGULATIONS AND CITY OF RENTON MUNICIPAL CODE.
NOTES;
1. ALL CONCRETE BLOCKING FOR HORIZONTAL BENDS, TEES, AND VERTICAL
BENDS SHALL BE PER COR STD. PLANS 330.2 AND 330.3.
2. ALL MECHANICAL JOINT FITTINGS SHALL HAVE RESTRAINED -JOINT RETAINER
GLANDS EQUAL TO MEGALUG SERIES 1100 OR APPROVED EQUAL AND
CONCRETE BLOCKING.
3. FILL AND COMPACT ALL FILL AREAS TO FINISHED SUBGRADE EXCAVATION
FOR INSTALLATION OF NEW WATER MAINS.
• CITY OF
RENTON
NX6•
Planning/Building/Public Works Dept.
Know what's below.
Call before you dig.
AmAl
LJ
S-395301 W-395301 � a
IN COMPLIANCE WITH CITY OF RENTON STANDARDS J
d
VALLEY VUE SHORT PLAT
RAD HOLDINGS LLC
SANITARY SEWER AND WATER
PLAN AND PROFILE
I-
ry
O
U)
w
DATE:
9/20/2018
w
FIELDBOOK: BOOK
PAGE' PAGE
J
J
DRAWING NO:
C5
�SHEET:
OF:
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