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1009 HIGH AVE S
PARCEL:
329470-0275
1005 HIGH AVE S
PARCEL:
329470-0270
EAVE SSMH
RIM=364.88
COC-357.53
(6-8"CONC N & S)
NV CONE (8"GONG E &�
hVE, LSCAPE DRIVE
m "
g QWE -
EP
_ CV _ HIGH SAVE S
- - - M-
1012 HIGH AVE S
PARCEL:
329470-0400
EAVE
1006 HIGH AVE S
PARCEL:
329470-0392
EXISTING 4" CONC.
SIDE SEWER FOR
813 HIGH AVE S
EX. 10'
SEWER
BEND AS NEEDED (TYP.)
10" PVC SPOOL (TYP.)
(LENGTH AS NEEDED)
NEW 6" PVC
SIDE SEWER FOR
813 HIGH AVE S
6" PVC SPOOL (TYP.)
(LENGTH AS NEEDED)
FERNCO
EX. 10" VCP PVC TEE "STRONG -BACK"
SEWER MAIN COUPLING
EXISTING 4" CLAY 10" X 6" (SIZE AS NEEDED)
SIDE SEWER FOR (TYP,)
901 HIGH AVE S
APPROXIMATE CONFIGURATION PROPOSED SIDE SEWER SIDE SEWER FOR
NEW 6" PVC
OF EXISTING DUAL SIDE SEWER RECONNECTION 901 HIGH AVE S
915 HIGH AVE S
PARCEL:
329470-0285
907 HIGH AVE S
PARCEL:
GRASS CB TYPE 1 329470-0280
RIM=362.60 LSCAPE CONC EAVE
IE-360.50(12"CONC N) DRIVE -
\BOT-360.30 _, b� EAVE
_ � GRAVEL
CLF - "�- - _ cbNC LSC
DR4V€ ;
GAS AS GAS F 1P � � GAS G
Q
365 S01'2T 8"W 525.15 -��
901 HIGH AVE S
REPLACE BOTH SIDE SEWERS FOUND TACK IN LEAD DOWN PARCEL:
(LIMITS AS SHOWN) 1.60' IN MONUMENT IN CASE 329470-0290 I
CB TYPE I
RIM=362.96
IE=358.96(12"PIPE S)
IE=358.86(12"PIPE N)
12"DEC BOT=358.46
14"CON 12"CON
LSCAPE
L A I L ii
�12"CON-
o 0 -
�-
CF i T
AS 12 PSD GRASS
Sscs MH#17 CV-
Z
BELOW ASPHALT
A
'
N:175211.4179
SEWER
E:1302933.5712
N 175193.8
CB TYPE
E 1302853.0
RIM=353.00
IE=358.80(12"PIPE S)
IE-358.70(12"PIPE N)
BOT=357.40
\
''DEC
LSCAPE
_
D
GRASS
2"STW° 1e G(P
P
HP
OH
IJcn A
UHF''
- J
r
,,
w
GRASS
SHP
OHP
GRASS
OHP TS
LSCAPE
365
TC p
o
4\\
C ONG
�."- ,C ,C ,C ,C ,C ,C , ,C
,C , , ,
LSCAPE
RRW
RhVE' % SEWER C.O.
SEWER C.O.
SEWER C.O.
LSCAPECB
TYPE
RIM =
N 174925.9 SEWER C.O.
STORM C.O.
N 175026.0
N 175037.9
°
E=3szs1(s"coNc w)
N W)
I
E 1302948.3 N 174963.16
N 17`1968.12
E 1302952.5
E 1302952.9
BOT-361.96
E 1302948.45
E 1302949.36
SEWER C.0.
IE=363,m9(6"CONC E)
GRASS
EAVE N 174909.4
SEWER C.O. STORM CO, IC S
GRASS
CB TYPE I
RIM=363.94
EAVE
ro
d�
E 1302946.5
N 174914.0 N 174951.89 C W
IE=363.14(6"GONG
E)
o
m
o
E 1302947.5 E 1302948.83 D N)
E=353,04(6"GONG
E)
u o
mCID 0
= 0219
IE-362.94(6"CONC
S) EAVE BENCHMARK "E"
VDx \
_
EAVE EAVE
E=362.84(8"GONG
N) NORTHERLY TOP BOLT OF FIRE ii= \�
1000 HIGH AVE S
BOT=361.79
906 HIGH AVE S HYDRANT AT SOUTHEAST CORNER 0 \
r n
D
PARCEL:
PARCEL: OF S 9TH ST AND HIGH AVE S m
329470-0390
910 HIGH
AVE S
329470-0382 NLET ELEVATION=366.44' 0 N
PARCEL:
329470-0391
RIM=363.49 CB TYPE I
[E-361.39(WATER LEVEL) RIM-363.99
IE-361.84(PIPE N) IE=362.19(8"CONC N)
.:.`
IE=361.84(PIPE S) IE=362.14(8"CONC E)
80T=361.69�
RELOCATE EXISTING SIDE SEWER FOR 900 HIGH
AVE S FROM EXISTING MH INTO THE EXISTING
SEWER
NOTES
SEWER MAIN IN S 9TH ST.
I
1. RECONNECT ALL AC77VE SIDE SEWERS TO NEW SEWER
PER RESPEC77VE DETAILS SHOWN ON SHEET S-14.
* ALL SIDE SEWERS ARE SHOWN IN THEIR AS -BUILT LOCATIONS
D
PL
I m
m II
0 o w m
0 m
_ � C0 cwo ip
m; m
oom
w O m w
< M
m
SEWER C. 0.
30' �-+� N 170 0.7 m m
E 1302847.4
w cn cn
D
I/ 813 HIGH AVE S o; N
PARCEL:
II -cicCm
329470-0300 Do 0 0
n SAVE w m m
o > < o w w
GRASS 0
m 8' DEC / EAVE
: IqN
J
p. P4
Ri
12".
2PS
N
0
S_�
�
m
0
I
Gs
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W
GAS
LLJ
S G N
W
65 ASPHAL N
MH
#16
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�12"PSD wo
RAOHP
CLF
TC
S
U7
dA
CLF
Ln
365 0 SEWER C.O. SEWER
N 175258.4 N 17529
0 E 1302958.8 E 13029,
m o m SDMH
o
m RIM-364.04
D
-
0 IE=360.84(12"CONC E
Ln
<
0 P1VC EAVE IE-360.74(12"CONC N
-1
0
IE=360.64(12"GONG N,
T
o I OD BOT-359.84 8
/lJ
= n: -10, CB TYPE I
m
C)
I -4x RiM-363.49
D yi IE=361.49(
8"GONG S) %D
cn
-�
T 0 m o�y IE-361.49(4"CONC E)
om �" IE=361.39(6"GONG N)
ai ro IE-36L29(12"CONC E)
IE-361.19(12"CONC W)
BOT=360.59
30'
D
o
Ln
D.
0 20 40
1 "=20'
EXISTING ROAD ABOVE SEWER
EX 12" STORM
0
.......................................................360.............
........................................................
............................................................................360..........
° PROPOSED REMOVE EX. 6" CLAY SEWER. -AND
1n
12" STORM REPLACE WITH 47B LF OF 8 PVC @ 4
84�
MH #16
W
Lid
161 1 1"17%
N
....................................................... 3�0.......................................................................................................................................................................................35o........
N 175216 f7 ' 17521619......................
N
MM #98
E 138293841 1302937 82
w
N: 174861. 174861.74
MH #17
REMOVE EX MH &
E "'"'^',�vzs2Ar✓` 1302929.15
�
N " 175042"81
REPLACE WITH NEW 54" SHALLOW MH
......340..............
REMOVE. EX MH.&.... ................................................
E 430 98'1302933:95............... :......... :.........:.........:.........:...............
.340........
R/M- .364-9t:.364 07..:.........:.........:..
REPLACE WITH NEW 54"MH
REMOVE EX CO &
JE 10" W = 359H9 359.17
RIM = 364.9+ 364.77.
REPLACE WITH NEW:54" SHALLOW MH
JE 10" E = 359.20 359.27
lE 6` W = 36745 351.10
R/M = 364.54 364.48:
lE 8" N = 359 20 359"32
.......................................................330..............1E
6" E =.357-&..357.45........:....................................../E
8" S = 359 33 359.1.3 .................. ................................
...................... 330.....................................................
lE 8" N = 357-.55 35724
EXISTING
• EXISTING UTILITIES ARE SHOWN FOR
• ONE -CALL REFERENCE ONLY. CONTRACTOR
SHALL F1-800-424-5555 UTILITIESI ELD A MINIMUMS OFL722 HOURS
Know whars below. PRIOR TO CONSTRUCTION.
,,- Call before you dig.
AERICAN SURVEYING & ENVIRONMENTAL,
)INDUCTED AN AS -BUILT SURVEY OF ALL
-WLY CONSTRUCTED SANITARY SEWER
'STEM TO PREPARE THESE FINAL RECORD
2AWINGS. THE RECORD DRAWINGS REFLECT
1E AS -CONSTRUCTED CONDITIONS BASED
V FIELD SURVEY DATA AND SHOULD BE
ELD VERIFIED FOR ANY FUTURE USE. ALL
WITARY SEWER SYSTEM STRUCTURES
ERE FIELD SURVEYED IN THEIR AS -BUILT
)CATIONS AND ACCURATELY REFLECTED
-REON.
�67
02-0161 moil
BRH
DESIGNED:
JDH
DRAWN:
JDH
CHECKED:
JDH, MAB
BY DATE APPR APPROVED:
DMC
VENDAL. HAD
19 99 CITY OFRENTON HILL UTILITY REPLACEMENT APR 2017
HORIZONTAL: NAD 19i gas 1
1 "=20' �If >= Fl¢neDDK:
RENTON P
SANITARYSEWERPACE:ONE INCH DATUM DRAWING NO:
AT FULL SCALE Planning/Building/Public Works Dept. S-10
IF NOT ONE INCH
SCALE ACCORDINGLY
HIGH AVE S
SHEEP: 61 OF:Q n
ISI-10131e12141