HomeMy WebLinkAboutAB_S-3824N
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ARCEL:
140- 016 9
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33(6"CONC S)
43(6"CONC N)
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TOP CENTER BOLT OF FIRE HYDRANT
AT THE EASTERLY SIDE OF S 5TH ST
AND CEDAR AVE S
ELEVATION =196.62'
ABANDON
IN PLACE
19 0
EX SSMH
N 176866:36
E 1302001.95
RIM = 192.67
180 I C S 19 0:3 7
N 176904. 176904.34
E 1302002.04.
INSTALL NEW 54" SHALLOW MH RLcM
420 CEDAR AVE S
PARCEL:
722140-0135
E 1302014.853
404 CEDAR AVE S
PARCEL:
722140- 0121
NOTE ALL SIDE SEWERS ARE SHOWN IN THEIR AS -BUILT LOCATIONS
EA VE
PARCEL: v
722140-0095
SSMH
RIM=137.03
C0C=133.43
(8"CONC
S & W)
BENCHMARK "W"
TOP CENTER BOLT OF FIRE HYDRANT
AT THE EASTERLY SIDE OF S 4TH ST
AND CEDAR AVE S
ELEVATION=140.77'
llool
170 ........................RIM = 190.9-�- 190.21................................... OV`cEJi 6„G, EX/STl/�G............................................................................................................................................. .
IE 8" N: = �$2 185.14 CA pVC�9 R°qo Ae0 VE ScND R,cn, WER MH # 1
N 177363.ff ' 177365. 03
........ ....... ......... ......... ......... ...... �..�c 1302013:63 ........
INSTALL NEW. 54" SHALLOW MH
RIM = 140. 6 - - 141.11
v v 10-73/ : IE 8" N = �3�98 135.47 .
150.................................................................................................................................................................................... lE B" S - 13�2 135.70
..........
140..................................................................................................................................................................................................................................—
N 177410.79
E 1302015.85
RIM = 137.03
IE COC = 133.43
:....... r. EX..8".
I STORM
....1.50 ......
....1.40......
REMOVE EX. 6„ CLA YAND:REPLAC
130................................................................................ ......... ......... ......... ......... ..................................................................................................................45-458.LFOF8"PVC@.`.... y ..1.3a ......
WITH
4,45%
•
• EXISTING UTILITIES ARE SHOWN FOR
® ONE -CALL REFERENCE ONLY. CONTRACTOR
SHALL FIELD LOCATE ALL EXISTING
1-800-424-5555 UTILITIES A MINIMUM OF 72 HOURS
Know what's below. PRIOR TO CONSTRUCTION.
� Call before you dig.
AMERICAN SURVEYING & ENVIRONMENTAL,
CONDUCTED AN AS -BUILT SURVEY OF ALL
NEWLY CONSTRUCTED SANITARY SEWER
SYSTEM TO PREPARE THESE FINAL RECORD
DRAWINGS. THE RECORD DRAWINGS REFLECT
THE AS -CONSTRUCTED CONDITIONS BASED
ON FIELD SURVEY DATA AND SHOULD BE
FIELD VERIFIED FOR ANY FUTURE USE. ALL
SANITARY SEWER SYSTEM STRUCTURES
WERE FIELD SURVEYED IN THEIR AS -BUILT
LOCATIONS AND ACCURATELY REFLECTED
HEREON.
kilo]
Iloymm17_\ISI_100
SURVEYED:
BRH
DESIGNED:
JDH
DRAWN:
JDH
CHECKED:
JDH, MAB
APPROVED:
DMC
SCALE:
VERTICAL: NAVD 1988
1 "=20' HORIZONTAL: NAD 1983/1991
ONE INCH DATU M
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
DATE:
t
CTY OE RENTON HILL UTILITY REPLACEMENT APR 2017
RENT 0 N PAGE:FIELDOOK:
SANITARY SEWER DRAWING NO:
Planning/Building/Public Works Dept. S-1
CEDAR AVE S SHEET: OF:
52 89
ISHOIJBIP141
►�1
N
i
z
FOUND NAIL IN CONC DOWN
0.60' IN MONUMENT IN CASE
N:176302.2830
E:1301981.5987
N
CO
0
I
535 CEDAR AVE S
O
PARCEL:
o
723150-0465
m
0
1539 CEDAR AVE S
\\
M
v
PARCEL:
723150-0460
_
D
� �
EAVE
NOTE:
CEDAR AVE S HAS TWO PARALLEL SEWER MAINS BETWEEN S 5TH STANDS 7TH ST. THE
PROPOSED SEWER IMPROVEMENTS ARE DESIGNED TO TRANSFER ALL EXISTING SIDE SEWER
CONNECTIONS FROM THE EXISTING 6" SEWER MAIN ON THE EAST SIDE OF CEDAR A VE S TO THE
EXISTING 10" SEWER MAIN ON THE WEST SIDE. THE EXISTING 6" SEWER MAIN WILL BE REMOVED AS
PART OF THE WATER MAIN REPLACEMENT. 513 CEDAR AVE S
PARCEL:
535 CEDAR AVE S 723150-0490
PARCEL: 529 CEDAR AVE S 509 CEDAR AVE S
723150-0465 PARCEL: PARCEL:
723150-0470 PARCEL: 519 CEDAR AVE S EAVE 723150-0495
723150-0470 PARCEL:
505 CEDAR AVE S
PARCEL:
723150-0500
�'-- 30'
I
FOUND NAIL IN CONIC DOWN
0.30' IN MONUMENT IN CASE
N:176852.4837
E:1301996.0306 I
501 CEDAR AVE S I \
PARCEL:
723150-0505
I
Wi
2--\\�\\\\ \ n 723150-0485 \\\ \ _ _ \
\\L11\� SAVE 12"CON CO@i
\\\�\\\\�\� CO
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J U SEWER C.O. GARAGE CRW CRW Q W CR
J CRW ° La GRVV in
Q 0 SSMH SSMH SEWER C.O. N 176462.38 SEWER C.O. CRW CRW RAGE CRW CRW a c
RIM=221.48 RIM=218.73 v
COC=218.08 532 CEDAR AVE S
N 176434.8 E 1301996.36 N 176498.3 SEWER C.O. J \ \-c \\\\ GARAGE
CONC • s` SEWER C.O. EXISTING SEWER C.O. ON N 176693.72 � � GARAGE COG=213.73 PARCEL: E 1301994.3 E 1301998.1 DRIVE �� N 176620.3E 10"CLAYSEWERMAIN E 1302001.33 504 CEDAR AVE S WOOD
GARAGE
Z -8"GONG N & S) \ (8-10"CONC N & S) 722140-0205 E 1301998.95 N 176693.4E PARCEL: SEWER C. DECK co m 444 CEDAR AVEo S
/ SEWER C.O. SEWER C.O. SAVE E 1301986.30 508 CEDAR AVE S 722140-0180 N 171-' . x m 00 PARCEL:
518 CEDAR AVE S 722140-0SEWER C.O. E 130 04.0 o 722140-0169
SSMH
N 176318.2 N 176368.8 PARCEL::
z E 1301994.5 E 1301996.7 PARCEL: N 176775.5 m SSMH RIM-192.6E
WOOD 528 CEDAR AVE S 722140-0190 EAVE E 1302003.8 � RIM=194.33 E=190.37(6"Cc
L.LI PARCEL: DECK PARCEL: I
722140-0212 722140-0200 E=191.63(6"GONG S) DRY
CB TYPE I IE=191.43(6"CONC N) BENCHMARK 'Y'
RIM=194.90 IE=191.33(8"CONC SE) TOP CENTER BOLT
IE=193.20(8"CONC W) COC=190.63 AT THE EASTERLY
EAVE BOT=192.40 (8-10"CONC W) AND CEDAR AVE S
FI FVATI0N=196_69'
Zl-\ SEWER NOTES: 526 CEDAR AVE S o ::�E
PARCEL: m o
722140-0190 00
TRANSFER ACTIVE SIDE SEWERS FROM THE EXISTING 6"
CLAY SEWER MAIN ON THE EAST SIDE OF CEDAR AVE S
TO THE EXISTING 10" CLA Y SEWER MAIN ON THE WEST
SIDE OF CEDAR AVE S. MH #3
* ALL SIDE SEWERS SHOWN IN THEIR AS -BOIL T LOCATIONS.
TRANSITION COUPLING
WITH RESTRAINED SYSTEM
FOR HDPE TO DUCTILE IRON
HOPE (OR21)
22 LF OF 8
(COLOR
OF PIPE SHALL BE GRAY)
EX ROCKERY
S" 0� SEWER
EX
500 CEDAR AVE S
PARCEL:
722140-0167
....230.......................................................................................................................................................................................................................................................................................... .
MH #3
N 176825 176827.01 TO BE REMOVED AS
E 1301989. 84 PART :OF NEW WATER
....... .... ......... ................... ......... ......... ......... ......... ......... .................................................................................................. INSTALL NEW 54" SHALLOW MH.............. ......................... .................. .
MAIN CONSTRUC
cn
RIM = 195 8+ 195.03 EX SSMH
IE 10" N =. 198:�+ .MATCH EX. 1 190.64 N 176840.50
w EXISTING 6•� / E 1302001.07
n "SEWER MAIN ONEAS7- lE 10" S = (MATCH EX) �90.94 RIM = 194.33
S/DE OF/QO EXISTING ROAD -ABOVE SEWER
w ... 210 ...... ......... .Ex SSMH ............................ '4D TO SEABA/VDOIVE 1E 8" E (MATCH CROWNS) ..�90.94 . iE 8„. E 1 g901.6 3 210
(n N 176 36 2. 80 D �UR/NG TRANSFER pF IE 6" N' =191. 43
E 1301978.80 SIDE S IE 6 S- 191.63
z RIM = 218.73 EwERSAl1/D REMOV
10 D COC - 213.73 DURING NEW
U 200........ .................................................................................. .
T
R l{i1,q/lV INSTA
EX
� 10„ CLAY SEWER LLA T/ON
Q
• EXISTING UTILITIES ARE SHOWN FOR
® ONE -CALL REFERENCE ONLY. CONTRACTOR
SHALL FIELD LOCATE ALL EXISTING
1-800-424-5555 UTILITIES A MINIMUM OF 72 HOURS
Know what's below. PRIOR TO CONSTRUCTION.
�,_ Call before you dig.
v1ERICAN 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
\NITARY SEWER SYSTEM STRUCTURES
ERE FIELD SURVEYED IN THEIR AS -BUILT
)CATIONS AND ACCURATELY REFLECTED
=REON.
.......200.................
ABANDON
IN PLACE I__
IV\ w
SURVEYED: SCALE: DATE:
BRH VERTICALHORIZONTAL:NAD D1983/1991 ,, RENTON HILL UTILITY REPLACEMENT APR 2017
1988
DESIGNED: 1 "=20' HORIZONTAL: C TY O �
JDH FIELDBOOK:
R EN TON
DRAWN: PAGE:
ONE INCH DATU M JDH SANITARY SEWER
DRAWING N0:
CHECKED: AT FULL SCALE Planning/Building/Public / Building Public Works Dept. S-2
JDH, MAB IF NOT ONE INCH
N 0. REVISION BY DATE AP P R APPROVED: SCALE ACCORDINGLY SHEET: OF:
DMC CEDAR AVE S 53 89
H-101JBIP14
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Mlf#23
NOT
INSTALLED
240
K
FOUND NAIL IN CONIC DOWN
0.65' IN MONUMENT IN CASE
N:175877.4754
E:1301970.4435
14"CON
629 CEDAR AVE S
PARCEL:
780416-0000 \
26"CON
WOOD 1
DECK I
623 CEDAR AVE S D
PARCEL: m
722140-0247
EAVE
(2) 12" (1)14"
(1)16" CED
621 CEDAR AVE S
PARCEL:
72211440-0224499
O h�d \
CONC ONC
TS DRIVE GRASS DRIVE
ESCAPE
12"W(P CEDAR AVE S
s -
1
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LSCAPF
/��1■���������i��11111�111 `�
-
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N 175955.3
E\ 1301984.7
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630 CEDAR AVE S
PARCEL:
722140-0230
SEWER C.O. �
N 176020.0
E 9309986.9
Z& SEWER NOTES.
GARAGE/
TOP DECK
617 CEDAR AVE S
PARCEL:
722140-0250
m
D
m
EAVE
GRASS EV
CONC
717IVE EG P
fTl
601 CEDAR AVE S <
PARCEL:
722140-0248
WOOD
DECK
611 CEDAR AVE S
PARCEL: EAVE
722140-0245
EAVE n
Cn GRASS
ESCAPE LSCAPE S CRW
W
00 CW CR
2 °C"A
1011VCP(R)� (P) o
SSCO(R) �MMH#4
6"W(P) MH #5 \ �s N01 °30'15"E 424.95'
F9
rT,
CB TYPE I
RIM=219.25
IE=216.55(8"CONC E)
IE-216.35(12"CONC W)
BOT-215.05
I - 32'
G'
O �
.� M _
12"W(P)
CTV P
a CTV(P
6'CW.' . :4 EQd P s47
a CRW 4 s
GRASSCAPE -777JRj
�24 LSCAPE LS235� 230� GB
0 30 DEC 10"DEC LSCAPE
608 CEDAR AVE S
PARCEL:
722140-0235
TRANSFER ALL ACTIVE SIDE SEWERS FROM THE EXISTING 6"
CLAY SEWER MAIN ON THE EAST SIDE OF CEDAR AVE S
TO THE EXISTING 10" CLAY SEWER MAIN ON THE WEST
SIDE OF CEDAR AVE S.
* ALL SIDE SEWERS SHOWN IN THEIR AS -BOIL T LOCATIONS.
SEWER C.O.
AN 176280.9
611 CEDAR AVE S OVERGROWN
E 9309994.8
GROWN 1� 600 CEDAR AVE S
PARCEL: STAIR SET II PARCEL: EAVE 722140-0215 0? 722140-0210
EAVE
SSMH BENCHMARK "U
RIM=225.76 SOUTHWESTERLY BASE BOLT ON A
IE=223.06(8"DI E) CONIC LIGHT POLE AT THE EASTERLY
COC=222.46 SIDE OF S 6TH ST AND CEDAR AVE S
(6-8"CONC N & S) ELEVATION=223.32'
C
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72
...........................................................................................................................................................................................................................................................
REMOVE
MH #5
Ex SSCO :
N: 176196.79
N 1759246.95
E 1301983.61
................... 240............:
E 1301977.21
. RIM.:..2.3:6.26......:.........:....................................................................REMOVE
EX.MHANO REPLACE.......
............
.....
40 . .
10" COC = 231.81
WITH NEW 54" EXTRA SHALLOW MH
RIM = z'257-6 225.93 :
EEC ssMH
N: 176196.70 ABANDON :IN PLACE:
EXISTING
:ROAD ABOVE lE 8" W = 223.00 ASBUILT
E: 1301984.79 :
EX SSMH
D
230...
....................................
SEWER
..... �.
lE: 8".E.= ''''T MA.:T.CH. EX... 22.3...�.6.
M =
'222:46
N 176304.65
........230...
n
PLUG'IE
_
CDC' ='
E 1301987.58
_
EX 6" CLAY SEWER
8" E = 223.06
RIM := 221.48
C
z
6 COC = 218.08
..
...................220....
................................................................................1...CLAY.SEWER...............................................
m
N 175886.33
E 1301966.65
Ex ssco
#4
E OVE E" CDT
MH NOT REPLACED AS: PART OF:THIS PROJECT
N 176194.96
E 1301974.47
�H
176196.9-7 �76�97 7�
I
MR i NEW ►�
RIM = 225.79
E 1301973.78
....................210...................................................................
RIM = 238.05
......................................................................1.0."COC
=.220..9.3.........
REMOVE EX CO AND REPLACE
210... �
N
lE 10" N = 223.95
WITH NEW 54" SHALLOW MH
lE 10" S = 224.08 :
RIM = 225..7+ 225.47
lE 10" E = 224.20
INSTALL 6 9.9 LF OF 8" PVC @ 22.83%
10" N = 220.6+ 220.45
...................200...................................................................
..................................................................
.........................l..
BETWEEN MH #4 AND MH #5
IO" S = 220.64....................................200...
-
lE 8" E = 221-06 220.74
• EXISTING UTILITIES ARE SHOWN FOR
0 ONE -CALL REFERENCE ONLY. CONTRACTOR
SHALL FIELD LOCATE ALL EXISTING
1-800-424-5555 UTILITIES A MINIMUM OF 72 HOURS
Know what's below. PRIOR TO CONSTRUCTION.
�,_ Call before you dig.
AMERICAN SURVEYING & ENVIRONMENTAL,
CONDUCTED AN AS -BUILT SURVEY OF ALL
NEWLY CONSTRUCTED SANITARY SEWER
SYSTEM TO PREPARE THESE FINAL RECORD
DRAWINGS. THE RECORD DRAWINGS REFLECT
THE AS -CONSTRUCTED CONDITIONS BASED
ON FIELD SURVEY DATA AND SHOULD BE
FIELD VERIFIED FOR ANY FUTURE USE. ALL
SANITARY SEWER SYSTEM STRUCTURES
WERE FIELD SURVEYED IN THEIR AS -BUILT
LOCATIONS AND ACCURATELY REFLECTED
HEREON.
SURVEYED: SCALE:
BRH VERTICAL: NAVD 1988
HORIZONTAL: NAD 1983/1991
DESIGNED: 1 "=20'
JDH
DRAWN:
JDH ONE INCH DATUM
CHECKED: AT FULL SCALE
JDH, MAB IF NOT ONE INCH
N 0. REVISION BY DATE AP P R APPROVED: SCALE ACCORDINGLY
DMC
DATE:
C TY OF RENTON HILL UTILITY REPLACEMENT APR 2017
OOK:
RENT 0 N PAGE:
SANITARY SEWER DRAWING NO:
Planning/Building/Public Works Dept. S-3
CEDAR AVE S SHEET: OF:
54 89
H-101JBIPIT
=moo
N "tea N
00 Q; I W
630 CEDAR AVE S N a- N / I I > 00
o PARCEL: REMOVE EX. 6" CLAYAND REPLACE i� I z w
722140-0230 / I TOP/NO PARKING/ rz
o 5 1
�� T AFFIC FROM RI HT z Q
WITH 31 L F OF 8 PVC.
i��� D ES NOT STOP"� RIM= TYPE I268.85 (SEE NOTE 2 ON THIS SHEET) 11/ / "YIELD TO
ONCOMING I Q00
IE=267.15(6"GONG E) SSMH
IE=266.95(6"CONC W) RIM=270.95 CB TYPE I I TRAFFIC"
(6"CONC6,45 N) RIM=302.74
IE-- 300.54(6"GONG W)
EAVE (8"CONC S) E-300.54(8"PVC E) $
(10"GONG W) BOT-300.04 I CB TYPE
(10"CONC E) a RIM=306.83
RRW CRW CLF CO #2 ASPH
"20% GRADE" SHOP "REACT IE=305.23(6"PVC W) -
00
N 175917.0 J�CJ
0 OHP UP ASPH E 1302149.2 OHP OH OHP OHP H 4 a OHP OHP OHP
o �8"PSD(R) N
00 Lo Lh �w 6W(P) o
m� S 7TH STREET
6 W(P):75
I.J..I 0-
0
Q I o BURIED
J 0 �, MH #6 MH #7GAS- I LAMP HOLE
w G GAS + 89°59 26"W 339.88' 8"PSD R CB TYPE
\ ri ASPH 8 PS R \ / zo W RIM=307.40
/ ZC®NC1 °° UUM ate' 1 L IE=304.80(8"CONC W) o
° DRIVE ^J� 4'CW N
ri D "INTERSECTION ° o
0"CONCONC CRW AHEAD" _ SEWER C.d0. _ ' / _'CO STOP R
J q .SEWER C.O. _ -
cB TYPE °tip N 175876.2 N 175874.3 N 1 r
RIM=268.35 E 1302174.4 E 1302208.4 "STOP"
�� I zzC0o�
IE=266.45(8"CONC E) CB TYPE MH yf8
IE=265.85(8"GONG W) o w_ - Q N N
RIM=302.68 z w o v
J BOT=264.45 a_�' Q co " o
J IE=300.68(8"CONC E) u) z
IE=300.38(8"CONC W) I � O N z� N
BOT=299.38 r� a 0 W o 700 RENTON AVE S
L ED O 5 7:
z 1221 S 7TH ST �' W M�JO 00 v = z u.i / PARCEL:
O 1209 S 7TH ST PARCEL: / z zzo 329470-0080
329470-0075 2�> o ��
cn > � PARCEL: w Q o CB TYPE
329470-0005 _ 0 Q RIM=306.47
z < CD
w a
L.LI z_J 01 z G S M�JO / E=305.47(4"CONC E)
� o O I IE=301.57(8"CONC S)
w a^✓� ���; E-301.47(8"GONG W)
G M dG f- S BOT=301.27
o
Iz' w
/ a > 00
Ld
c? 3: GAS - - / Z w
O
MATCHLINE: SEE SHEET S-5
* ALL SIDE SEWERS SHOWN IN THEIR AS -BUILT LOCATIONS.
..................330..............................................................................................................................................
MH #7 (SSE DETAIL SHEET S-14)
N 175885.83
.................. 320................................................... E .1. 130228& 75........ .
NEW 60" MH WITH,
INSIDE DROP
RIM = 301.7+ 303.33
..................310...................................................1E 10" W = 29z43E 292.00..........
MH #6 /E 10" E _ : 293.9+ (BOTTOM) 292.2;
CONNECT:EX 10" TO
NEW MANHOLE
... WITH. INSIDE DROP : .
MH #8
N 175847.75
E .1302320. .1302320.89.
NEW 54" MH
RIM = 3°86�+ 306.81
1E 8" NW = 293..24 293.19
1E 8" S 293.34 2.93.58
N 175885.59
/E 10" E _ 2967+ (TOP) 296.18
EX. 8"
D
E 136213 1302135.71
/E 8" SE = 292L75 292.26
o STORM
_
.................. 300 ..........
. REMOVE EX MH & REPLACE .........:.........:.........:.......
....
SEWER
.............................
F
z
„
WITH NEW 54 SHALLOW MH
PROPOSED
5���� 12" STORM
.�
O
AO Ey ( CLA Sti
th
fT1
RIM - 270. 9+ 271.08
PgO�E
s :
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lE 10;; W: = z : 266.08
Ro P°
m
►►
290 ..........
. IE 10 E _ 26 266.58 ............
�\N�
���s.. ....... ....
46 LF.OF 8..PVC �6
@1.8%..............................
.
1E 8" S =: 266�4 266.19
�S 1 tr
50.2
m
lE 8" N =266.84 266.3616.600
„
c
cn
.rrPROPOSED
I12" STORM
..................270 \\\.....
MoVE 10„ P
RE 3 �F OF
�15
..................260.............................................................................................................................................
• EXISTING UTILITIES ARE SHOWN FOR
® ONE -CALL REFERENCE ONLY. CONTRACTOR
SHALL FIELD LOCATE ALL EXISTING
1-800-424-5555 UTILITIES A MINIMUM OF 72 HOURS
Know what's below. PRIOR TO CONSTRUCTION.
�, Call before you dig.
AMERICAN SURVEYING & ENVIRONMENTAL,
CONDUCTED AN AS -BUILT SURVEY OF ALL
NEWLY CONSTRUCTED SANITARY SEWER
SYSTEM TO PREPARE THESE FINAL RECORD
DRAWINGS. THE RECORD DRAWINGS REFLECT
THE AS -CONSTRUCTED CONDITIONS BASED
ON FIELD SURVEY DATA AND SHOULD BE
FIELD VERIFIED FOR ANY FUTURE USE. ALL
SANITARY SEWER SYSTEM STRUCTURES
WERE FIELD SURVEYED IN THEIR AS -BUILT
LOCATIONS AND ACCURATELY REFLECTED
HEREON.
SEWER NO TES:
1. RECONNECT ALL ACTIVE SIDE SEWERS TO NEW SEWER
PER RESPECTIVE DETAILS SHOWN ON SHEET S-14.
2. REPLACE EXISTING 6" CLAY SEWER MAIN WITH 8" PVC. THE NEW 8" PIPE
SHALL MATCH THE EXISTING GRADE OF THE 6" CLAY PIPE. CONNECT
THE NEW 8" PVC PIPE TO EXISTING 6" CLAY PIPE USING AN ECCENTRIC
REDUCER AND "FERNCO STRONG -BACK" COUPLING. THE NEW 8" PVC
SEWER INVERT AND EXISTING 6" CLAY PIPE INVERTS SHALL MATCH. THE
TRANSITION OF THE NEW 8" PIPE TO THE EXISTING 6' SHALL BE
UPSTREAM OF C.O. #2.
SURVEYED: SCALE: DATE:
BRH VERTICALHORIZONTAL:NAD D1983/1991 ,► RENTON HILL UTILITY REPLACEMENT APR 2017
1988
DESIGNED: 1 "-20' HORIZONTAL: C TY O �
JDH FIELDBOOK:
RENTON
DRAWN: PAGE:
ONE INCH DATU M JDH SANITARY SEWER
DRAWING N0:
CHECKED: AT FULL SCALE Planning/Building/Public / Building Public Works Dept. S-4
JDH, MAB IF NOT ONE INCH
N 0. REVISION BY DATE AP P R APPROVED: SCALE ACCORDINGLY SHEET: OF:
DMC S 7TH ST 55 89
H-101JBIP141
807 RENTON AVE S
PARCEL:
329470-0050
►�1
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SSMH(R)
BURIED
EAVE
709 RENTON AVE S
PARCEL: 705 RENTON AVE S
801 RENTON AVE S 329470-0060 PARCEL:
\
\\\ PARCEL: \ 329470-0072
NO MONUMENT FOUND \\\�\ 329470-0051
CALCULATED POSITION o EAVE
N:175227.0928 a� \ \\\\
E:1302293.9905 CB TYPE 1 oy� EAVE \�\\\,\\�
RIM=302.66 \ \� SAVE
c IE=300.96(8"PVC S) EAVE \\\ \
,-D-� -� CON 12"CED n n \\\fill\GARS
F o DRIV 12"CON ��urry 14"CED
1 CONC a�9- "NEIGHBORHOOD may/
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'� � � GQNC'
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7 (I
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RENTON AVE S �IF] �P OHP OHP 0 UP 305
o D ASPHALT
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MH #24 - - - - _
U) << i N01 °26'20"E 650.53'
CD
MH #9 CD z - - o
oW OSmill Q D oy Q
D 0 6„W(P) 6 W P D 0GO 0
0 6„CO \ 2' TW IP D
4mCW G(P) � 6"W(P) o
° °g 6 =
I0 RRW CW
6"VCP R RRW WF CRW + r
-
O
SEWER � CRW - °
I ACCESS BOX 1 28"DEC D CRW CRW Z
RIM=302.91 ° ° CRW CRW � S 0 a ° m
G s G S COC=301.31 \� ° cn CON 0 SEWER CONC PGA SEWER C.D. C/)
(6"VCP N & S) EAVE SEWER C.D. SEWER C.D. SEWER C.O. FOUND REBAR AND CAP SEWER C.D. D ACCESS BOX SEWER C.O. DRIVE D N 175598.1 D m
� _ _ , N 175349.6 N 175379.8 N 175430. 0 N 175503. 7 � RIM = 306. 39 c) E 1302328.8 m
SEWER C.O. - N 975540.2 SEWER C.O.
816 RENTON AVE S E 1302322.4 E 1302323.9 E 9302324.5 E 9302326.0 COC=304.79 0
PARCEL: (6"IP N & S) E 9302330.9 SEWER C.D.
N 175268.7 N 175668.7 = (./)
\ \ E 1302320.1 329470-0111 ���\\\� \\\\� ��\\\\\\\\\� \\\\� N 175767.3 m
I �\ E 9302332.E 812 RENTON AVE S\\\\ �� �\ ���� o 0 \:\\\\\c \\\\\ � �
PARCEL: \\\\\\��\\\\\` w ""
I
329470-0110
PLUG EXISTING 6" SEWER MAIN AT OUTLET OF 804 RENTON AVE S o -0
0.
_777,o PARCEL: ° M m 708 RENTON AVE S
�_ ACCESS BOX AFTER ALL SIDE SEWERS ARE 808 RENTON AVE S 329470-0100-
0 0 o PARCEL: c,w Oa PARCEL: 706 RENTC
<= (� J BENCHMARK "G" TRANSFERRED TO THE NEW 8" PVC SEWER MAIN. 329470-0101 718 RENTON AVE S o 329470-0081 3294 OC
0 0 o r SOUTHERLY MOST PARCEL:
I BONNET BOLT OF FIRE HYDRANT AT THE PLUG EXISTING 6" SEWER MAIN AT THE 329470-0090
�
811 RENTON AVE S \
PARCEL:
329470-0040 \
otc A NORTHEAST CORNER OF UPSTREAM AND DOWNSTREAM ENDS AT EACH
S TH AVE AND
RENTON AVE S NEW SIDE SEWER TRANSFER TO THE NEW 8" PVC
D�
> I ELEVATION=306.63'
I � SEWER MAIN (TYP.)
D f 0 Ci1 I N m
om liJ � (0_u
0 0 41 I JDN
rrl 00I O � c0
00 m 2
D co I o
SEE SHEET S-14
SEWER NO TES: N
1. RECONNECT ALL ACTIVE SIDE SEWERS TO NEW SEWER
PER RESPECTIVE DETAILS SHOWN ON SHEET S-14. 0 20 40
* ALL SIDE SEWERS SHOWN IN THEIR AS -BOIL T LOCATIONS. 1 "= 20'
............... 330....................................................................................................................................................................................................................................................................................
.
MH #9
............... 320 ....
MH #24 .........................:
N
........................................................................................................................................................
�75469.35
.......................................................................................
.
N :�2�-4 175242.46
E
�3023�0.35
E 1302304.24
NEW 54.' MH
Ex ss co
_ _ .. _ _
��
NEW 54 SHALLOW MH
RIM = 386�+
305 66
Ex SS ACCESS BOX
N 175508.88
E 1302336.42
31.o....R/M
= 393-6+ 302.75.............................................................:
�� _
lE 8 N 295:1
..... ..................
295.44
..................
E 1302330:11
......................................................................................................IE
RIM j 306.80
6 S = 305:60...............
D
1E-8" N = 296 43 296.28
lE 8" S = 295:1
295.50
RIM = 306.39
6" COC = '304.79
_
EXISTING ROAD ABOVE SEWER
ie 8" E = 2911 296.43
EX 6" CLAY SEWER
z
EX 6" CLAY SEWER
(LOCATED BEHIND EAST SIDEWALK)
m
...............300..
.....................
(LOCATED BEHIND: EAST SIDEWALK)....................................................................
................................................................................................
m
m
cn
EX SS ACCESS BOX
.223 227: LF OF 8" PVC 0.596 0.4%
374 378.5 LF OF 8" PVC @ 0.5% ASBUIL T
m
...............290.......
.93
N.1.....5.4... .................................................................................................................................................................................................................................................................
E1302323.85
RIM = 30:2.91
I
6„ COC = 301.31
...............280.....................................................................................................................................................................................................................................................................................
• EXISTING UTILITIES ARE SHOWN FOR
® ONE -CALL REFERENCE ONLY. CONTRACTOR
SHALL FIELD LOCATE ALL EXISTING
1-800-424-5555 UTILITIES A MINIMUM OF 72 HOURS
Know what's below. PRIOR TO CONSTRUCTION.
�,_ Call before you dig.
AMERICAN SURVEYING & ENVIRONMENTAL,
CONDUCTED AN AS -BUILT SURVEY OF ALL
NEWLY CONSTRUCTED SANITARY SEWER
SYSTEM TO PREPARE THESE FINAL RECORD
DRAWINGS. THE RECORD DRAWINGS REFLECT
THE AS -CONSTRUCTED CONDITIONS BASED
ON FIELD SURVEY DATA AND SHOULD BE
FIELD VERIFIED FOR ANY FUTURE USE. ALL
SANITARY SEWER SYSTEM STRUCTURES
WERE FIELD SURVEYED IN THEIR AS -BUILT
LOCATIONS AND ACCURATELY REFLECTED
HEREON. I NO.
SURVEYED: SCALE: DATE:
BRH VERTICALHORIZONTAL:NAD D1983/1991 ,► RENTON HILL UTILITY REPLACEMENT APR 2017
1988
DESIGNED: 1 "-20' HORIZONTAL: C TY O �
JDH FIELDBOOK: DRAWN: hhL RENTONPAGE:
JDH SANITARY SEWER
ONE INCH DATUM DRAWING N0:
CHECKED: AT FULL SCALE Planning/Budding/Public
Building�'1 Public Works Dept. S-5
JDH, MAB IF NOT ONE INCH 7/
REVISION BY DATE APPR APPROVEDMG SCALE ACCORDINGLY RENTON AVE S SHEET: 56 OF:Q9
H-101JBIP141
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1318 S 7TH ST
PARCEL: I
\ 722140-0287 613 GRANT AVE S 531 GRANT AVE S603 GRANT AVE S PARCEL:
PARCEL: 535 GRANT AVE S D
SSMH 722140-0301 609 GRANT AVE S PARCEL: I
722140-0335 m
PARCEL: 722140-0326 PARCEL: SSS R
m I \ RIM=336.74 "EAVE O 722140-0302 722140-0320
o (2)18CED EAVE 533 GRANT AVE S I 527 GRANT AVE S
EAVE
EAVE 722140-PARCEL:
0325 EAVE 722140-0333
EAVE
e CONCH
\ Q� DRIVE cn CONC I I EAVE _
O � DRIVE
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SEWERC.O. GARAGE
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o N 175976.7 ° SEWERC.O DRIVE /�\ _ RRwcj� D TCd ��
�o c� � � E 1302648. 7 '� �Q N 176081.4 I � � U) CON C
FI I VE v
T e D o o E 1302649.9 SEWER C.O. DRIVE
-C\\\� \\\\\\\\\ SEWER C.O. CONC SSMH
n v �" N 176253.2 �•
GA EAVE N 176150.4 N�W61�3. EAVE E 1302655.3 RIM=328.82
m (2)12"CON
rn a EAVE SEWER C.O. SEWER C.O. COC=315.12
o v O E 1302652.0 E 1302652.9 SAVE N 176354.0 EAVE N 176401.3 (8"PVC N, S, & W)
cn STUB NOT LIVE EAVE
o E 1302656.9 E 1302660.6
m dlQ 614 GRANT AVE S (MISTAKENL Y INSTALLED) 604 GRANT AVE S BENCHMARK "R"
TOP CENTER BOLT OF FIRE HYDRANT / 6
o r = PARCEL: 608 GRANT AVE PARCEL: 532 GRANT AVE S AT THE SOUTHEAST CORNER OF
v / c� PARCEL: 600 GRANT AVE S PARCEL: GRANT AVE S AND BEACON WAY S
o � y � � o \ o cn 564050-0110 564050-0100 540 GRANT AVE S
m m 564050-0108 PARCEL: PARCEL: /
564050-0095 564050-0085
SIDE SEWER (LIVE) 564050-0090 ELEVATION=331.03'
CLEANOUT NOT
LAVE INSTALLED
40' 620 GRANT AVE S
PARCEL: /
0 oe, 564050-0120 / NO MONUMENT FOUND
CALCULATED POSITION /
\345 m N:176463.7842
/ E:1302716.5611 /
A �
zo
17
CJ
SEWER NO TES•
1. RECONNECT ALL ACTIVE SIDE SEWERS TO NEW SEWER
PER RESPECTIVE DETAILS SHOWN ON SHEET S-14.
* ALL SIDE SEWERS SHOWN IN THEIR AS —BOIL T LOCATIONS.
..........................340...................................................................................................................................................................................................................................................340...........
• EXISTING UTILITIES ARE SHOWN FOR
® ONE -CALL REFERENCE ONLY. CONTRACTOR
SHALL FIELD LOCATE ALL EXISTING
1-800-424-5555 UTILITIES A MINIMUM OF 72 HOURS
Know what's below. PRIOR TO CONSTRUCTION.
�,_ Call before you dig.
AMERICAN SURVEYING & ENVIRONMENTAL,
CONDUCTED AN AS -BUILT SURVEY OF ALL
NEWLY CONSTRUCTED SANITARY SEWER
SYSTEM TO PREPARE THESE FINAL RECORD
DRAWINGS. THE RECORD DRAWINGS REFLECT
THE AS -CONSTRUCTED CONDITIONS BASED
ON FIELD SURVEY DATA AND SHOULD BE
FIELD VERIFIED FOR ANY FUTURE USE. ALL
SANITARY SEWER SYSTEM STRUCTURES
WERE FIELD SURVEYED IN THEIR AS -BUILT
LOCATIONS AND ACCURATELY REFLECTED
HEREON.
EXISTING ROAD ABOVE SEWER
SURVEYED: SCALE: DATE:
AL NAD D191988
83/1991 ,► RENTON HILL UTILITY REPLACEMENT APR 2017
DESIGNEDBRH 1 "=20' HORIZONTAL: C TY O �
JDH FIELDBOOK:
R EN TON
DRAWN: PAGE:
ONE INCH JDH SANITARY SEWER
DRAWING N0:
DATU M
CHECKED: AT FULL SCALE Planning/Building/Public / Building Public Works Dept. S-6
JDH, MAB IF NOT ONE INCH
N 0. REVISION BY =DATEP P R APPROVED: SCALE ACCORDINGLY
DMC GRANT AVE S 57SHEET: OF: 89
H-101JBIPIT
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"STOP"
ST P EAR
OHP Q OH -
C�
S 7TH STREET
Q
CD
FOUND NAIL IN CONC DOWN
0.70' IN MONUMENT IN CASE -
/ 319.89 N:175877.3686
E:1302630.2149 12"
S30a1H cn
w
o SMH
IM=33 .64
71334.24(6"CON E)
3,3
(10"CONC W & S) I
BENCHMARK "A" -
TOP CENTER +LT OF FIRE HYDRANT
AT THE SOUTHEAST CORNER OF S
7TH IST AND GRANT AVE S
ELEVATION=341.68'
C /
C
1400 S 7TH ST
PARCEL:
O 564005500-0�1�330o
�ZW
1410 S 7TH ST
PARCEL:
1416 S 7TH ST
PARCEL:
1422 S 7TH ST
PARCEL:
D
I
\ / 564050-0135 �L'LL/� !CLL/%�l// 5 /11G
FOUND REBA /�� = o
I_L_I
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'• GRASS
\ GRASS Q
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\ 10"DEC// CS GRASS A
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GRASS rl GRASS
0H E
aChpa
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Q Q
c� 6"W P
6"W(P)
mho S 7TH STREET °
MH
#11
4"MPE IP G(P)�
-
GAS AS
- -
- _
Gam-
- tt �A�
-
S89°59'03"E 20.02'
A,
W(P)
GRASS N
GRASS
o GRASS "NEIGHBORHOOD TC " &
"S
o
(n,
cl 7TH ST IGH AVE S"
T
P BA
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GRASS ASPH
P a G GRASS
ASF7)
GRASS
ASPH
GRASS
CN
9 DRI VE
CLF
CONC
SEWER C.O.
8a
DRIVE °
SEWER C.O. ;
LSCAPE
N 175870.7
q
N 175870.1
E 1302848.3 GRASS
I--
I
E 93027�����/�%'//i
SSMH
RIM = 351.48
�i�'
I
0
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1403 S 7TH ST
COC-342.08
(8"CONC N, E, & W)
GARAGE
/ FOUND BRASS TACK IN
Jb-
v
PARCEL:
/ LEAD DOWN 0.80' IN
329470-0201
MONUMENT IN CASE
0Q
Ur
I
N:175877.2799
N
E:1302950.2319
0
SEWER NO TES:
1. RECONNECT ALL ACTIVE SIDE SEWERS TO NEW SEWER
PER RESPECTIVE DETAILS SHOWN ON SHEET S-14.
* ALL SIDE SEWERS ARE SHOWN IN THEIR AS -BOIL T LOCATIONS.
S
0
S
:�:___L D
GRASS
_
Z
m
m
m
m
m
WH #12 �
II cn
GAS 00
I
..............370..........................................................................................................................................................................................
..............360......................................................................................................................................................
QAD ABOVE S�WER
XISTING R PROPOSED 0
E
12" STORM
..............350.....................................................................................................................................
R AND REPLACE/o
PROPOSED ° D
12" STORM 0 6., .CLAY SEWE C @ $ 8.01 0
REMOVE
EX
MH # /2 r
152.8 LF OF 8 Z
..............340........................................................................ .... .............................. ...........
PROPOSED VI/�.rH. N 175884.76 ASBU/LT m
8" STORM REPLACE
" CLAY SEWER ANO g• 18 % E 130 956 : 1302955.40 m
REMOVE EX 6 OF g„ PVC :@ � ,� Ex SSMH : REMOVE EX MH & m
N 175883:61
160.7 LF . E 1302802.63 REPLACE WITH NEW 54' MH =
330 EX. 10 . ........... W/ TH ................ . .. .. .. ........ m
OLA:Y SEWER... ...........:..RIIv1� =� 351.48................. RIM := � 362,79
IE8"W= 351.88
MH # l l I E 8 " E 3 341.95 /E 8': W = 354-.-50 354.33: cn
N 175686 175885.08 I E 8" N = 342.21 342.09 /E 6" N = 354.46
E 1. 1302641.92 /E 8" S = 354.69
..............320...................... ....................
RE MH :...........
. lE 8" E = 35�9 354.69
REPLACE WITH NEW 54" SHALLOW MH
RIM = 338:3+ 339.12
lE 10" W = 333.49 333.37
............................................................................................................................
lE 8" E = 333.75 333.62
• EXISTING UTILITIES ARE SHOWN FOR
® ONE -CALL REFERENCE ONLY. CONTRACTOR
SHALL FIELD LOCATE ALL EXISTING
1-800-424-5555 UTILITIES A MINIMUM OF 72 HOURS
Know what's below. PRIOR TO CONSTRUCTION.
�,_ Call before you dig.
AMERICAN SURVEYING & ENVIRONMENTAL,
CONDUCTED AN AS -BUILT SURVEY OF ALL
NEWLY CONSTRUCTED SANITARY SEWER
SYSTEM TO PREPARE THESE FINAL RECORD
DRAWINGS. THE RECORD DRAWINGS REFLECT
THE AS -CONSTRUCTED CONDITIONS BASED
ON FIELD SURVEY DATA AND SHOULD BE
FIELD VERIFIED FOR ANY FUTURE USE. ALL
SANITARY SEWER SYSTEM STRUCTURES
WERE FIELD SURVEYED IN THEIR AS -BUILT
LOCATIONS AND ACCURATELY REFLECTED
HEREON.
SURVEYED: SCALE: DATE:
HORIZONTAL: NADD1983/1991 10 RENTON HILL UTILITY REPLACEMENT APR 2017
1988
DESIGNED: 1 "=20' �� C TY O FIELDBOOK:
JDH R EN TON
DRAWN: JDH SANITARY SEWER PAGE:
DRAWING N0:
ONE INCH DATU M
CHECKED: AT FULL SCALE Planning/Building/Public Building Public Works Dept. S-7
g
JDH, MAB IF NOT ONE INCH / /
N 0. REVISION BY DATE AP P R APPROVED: SCALE ACCORDINGLY SHEET: OF:
DMG S 7TH ST 58 89
H-101JBIP141
►=1
N
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75
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CU
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J
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O
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Lu
rr
W
W
w
W
I—
w
w
cn
w
w
cn
w
z
U
SEWER NO TES.•
1. RECONNECT ALL ACTIVE SIDE SEWERS TO NEW SEWER
PER RESPECTIVE DETAILS SHOWN ON SHEET S-14.
* ALL SIDE SEWERS ARE SHOWN IN THEIR AS —BUILT LOCATIONS.
................................................................................................................... ...370..........
EXISTING ROAD ABOVE SEWER
PROPOSED
12" STORM'
REMOVE EX. 6" CLAY SEWER AND REPLACE
H � 117 4 LF OF 8" PVC @ 6 0.9%
� 128.5 LF OF 8"PVC @ * 1.72%
..........360..........
WIT. ....................................
EX CO
N 175884.08
MH #i3
E :1303117.22
RIM = 366.86
N 175884.27
175884,26
IE 6" W = 360.36
EX BRICK SSMH
.......................................... .E. 39
1303072.47 .....REMOVE
EX CO
N 175902;04 ....... 340
E 1303199.77
NEW 54" MH
RIM = 368.97
RIM = 3�+
: 366.05
IE 8" NE := 358.17
/E 8" W = 8�7 358.05
lE 8" W =
355.73
lE 6" E = 356
83 355.84
...............................................................................................................................320..
• EXISTING UTILITIES ARE SHOWN FOR
® ONE -CALL REFERENCE ONLY. CONTRACTOR
SHALL FIELD LOCATE ALL EXISTING
1-800-424-5555 UTILITIES A MINIMUM OF 72 HOURS
Know what's below. PRIOR TO CONSTRUCTION.
�,_ Call before you dig.
AMERICAN SURVEYING & ENVIRONMENTAL,
CONDUCTED AN AS -BUILT SURVEY OF ALL
NEWLY CONSTRUCTED SANITARY SEWER
SYSTEM TO PREPARE THESE FINAL RECORD
DRAWINGS. THE RECORD DRAWINGS REFLECT
THE AS -CONSTRUCTED CONDITIONS BASED
ON FIELD SURVEY DATA AND SHOULD BE
FIELD VERIFIED FOR ANY FUTURE USE. ALL
SANITARY SEWER SYSTEM STRUCTURES
WERE FIELD SURVEYED IN THEIR AS -BUILT
LOCATIONS AND ACCURATELY REFLECTED
HEREON.
•161
:4SV/�yEel 0
SURVEYED:
BRH
DESIGNED:
JDH
DRAWN:
JDH
CHECKED:
JDH, MAB
APPROVED:
DMC
SCALE:
VERTICAL: NAVD 1988
1 "=20' HORIZONTAL: NAD 1983/1991
ONE INCH DATU M
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
FOUND 1-1/2"" BRASS DISK
WITH SCRIBED 'Y' DOWN 0.60'
IN MONUMENT IN CASE
N:175877.1700
E:1303337.4700
DATE:
C TY OF RENTON HILL UTILITY REPLACEMENT APR 2017
OOK:
RENT 0 N PAGE:
SANITARY SEWER DRAWING NO:
Planning/Building/Public Works Dept. S-8
S 7TH ST SHEET: OF:
59 89
H-101JBIP14F
►�1
N
i
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75
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0 GRASS SEWER C.O.
W G ] N 175332.7
V E 1302918.4
T -
PE-IP GGA GAS
0
I
GAS GAS -- GAS -
Ld
= ALT cf)
w -
I
1n
FA
I I
R,z(n
n,
o�� 20'
0 c�
801
ap V n I O D
HIGH AVE S \ ca O v ca
805 HIGH AVE S n I
PARCEL: 721 HIGH AVE S I >
329470-03 11 �
PARCEL:
PARCEL: 715 HIGH AVE S 701 HIGH AVE S \
PARCEL:
809 HIGH AVE S 329470-0310 ��\\\��\\\�\\\\\\\\ 329470-0321 PARCEL: 709 HIGH AVE S 329470-0330 p
PARCEL: �L\ \ \�\ 329470-0320 PARCEL. �r 0 I
329470 0301 \\\\\ \\\\\�\� EAVE 329470-0331 \ o m o v z
\\\\\ \ \\\\\�\\\\\�\ \\\\\\� m Z C EO I J
BRICK COL W/ SEWER C.O. �o \ _
SEWER C.O. �� ��1�\����������� o � z � cn z C0
MAILBOX AND N 175494.3
LUMINAIRE N 175444.7 0 0
GRASS E 1302921.5 CLF ON CRW E 1302923.2 _
N CJ1 � Z (n I � ZJJ
Of�C PLATFORM o z o D C
CB TYPE SEWER C.O. N N o o 0 > o
GRASS D[ & RIM=367.92 GRASS SEWER C.O. N 175686.8 GRASS ; J D un
�ONC IE=366.17(6"CONC E) 0 GRAS N 175595.0 E 1302926.9 GRASS c0 c0 Im
DRIVE < ESCAPE BOT=365.72 GONC D •GONC, GRASS E 1302924.2
GRASS GRASS a � SEWER C.O. �
o
DPP V n GON C° I v 0
e°
E <
2 M P E .IP G F
VE° DR I V� N 175750 7
E 1302928.1
GAS GAS GASa
GAS ar
G s
AS a
aS
GAS J
GAS GAS GAS 9 e
GRASS a GAS AS
UA
GAS GAS D DEA T: "STW G(R HIGH AVE S c w ti G GRAS 2"MP G P qqa
C RAS
GA GAS S GAS AS GAS GAS S G <
S GA GAS GAS
� SAS S GAS GAS G �
_ G S GAS GAS D GAS D�Ak� 2"STW G(�)A
CO(R) MH #�4 S
S01 °26'00"W 666.07'
MH #4 9
= 6"W P D 0 12"PSD Cn - -
0 6„W(P ow Q
w 12 PSD
- OHP GRAS RRW GRASS RRW'/ RW 6"W P c Q w v
H OH GRASS RR c� 6"W P c D � � �
,< ° Po OHP OHP RRW RW D � 0
•
CHID RRW
BRW R(0 / - I z t
�2W OHP GRASS RR GRASS H
U HP
0
. OHP � p
p
ASS. .
°
e R C.O. � . a• , • o, � ° . ° ` �11
0 ° °
e
CONC '
V
97.8 SEWER C.O.
GRASS
� e . e
Goal e
?958.4 GRASS N 175353.1 Df�1VE GRASS C G SS GONE° GRAVEL LSCAPE
E 1302959.9 SEWER C.O. QRdVE DRIVE a
CQNC GRAVEL.
GB 0
N 175450.3 SDMH SEWER C.O. CB TYPE I RIVE°' SEWER C.O. GB 0 CAN
WATER VALVE RIM=368.33 GRASS GRASS DR1VE. i N l D
RIM = 36 7.89 E 1302962.6 RIM = 368. 56 N 175499, 53 SEWER C.O. N 175703.9 SEWER C.O. i o e cf)
E) EAVE TW=366.04 IE=365.16(6"CONC W) E 1302960.62 IE=365.48(6"CONC E) GRASS SEWER C.O. N 175644.73 E 1302969.7
N) IE=365.16(6"CONC E) IE=365.33(6"CONC W) N 175616.72 - SDMH E 1302965.29 SEWER C.O. N 1302972.
N 175735.2 \\\\� \\\\-� \\\\\\\\\ E 1302972.7
_ BOT=364.93 E 1302964.88 RIM=368.66 �- E 135735.2
81 IE=364.31(12"CONC1 BELOLED S) \\\\IE=366.56(4"ADS NE)
812 HIGH AVE S \\\\\ BOT=364.01 IE=365.16(12"CONC S) \ m O=zEol
02970.3
PARCEL:
329470-0370 \� \\ BOT=364.56 \� \\\\C \\\\\ r 0
EAVE 712 HIGH AVE S\�\\\\\\ \\\\\\��\�D N OI D PARCEL:
810 HIGH AVE S 720 HIGH AVE S 0 J z m N
329470-0340 �
PARCEL: PARCEL: 714 HIGH AVE S oz =
329470-0350 PARCEL: II N D n I
329470-0371 806 HIGH AVE S 329470-0351 ul
PARCEL: 802 HIGH AVE S 704 HIGH AVE S D O
329470-0360 PARCEL: PARCEL: J o Wo �I D
329470 0361 329470 0342
OCR\ n
D m O
mN 56l, O
� �56�m �o
0 ZJ
m
SEWER NO TES:
1. RECONNECT ALL ACTIVE SIDE SEWERS TO NEW SEWER
PER RESPECTIVE DETAILS SHOWN ON SHEET S-14.
* ALL SIDE SEWERS ARE SHOWN IN THEIR AS -BOIL T LOCATIONS.
40'
cj%
\, I
.......................................................................................................................................... 380........................................................................................................................................................ 380
.............................................EXISTING ROAD ABOVE SEWER........................................................................ ..._.........:.........
EX 6" STORM
EXISTING ROAD ABOVE SEWER
..........
n....................................................................................................... ...
.REMOVE EX. 6 CLAY SEWER AND REPLACE WITH 300:2 REMOV
E EX. 6" CLA Y SEWER AND REPLACE WITH z7 280.6 L F
MH #14 : OF 8"PVC 2-.0% 1,9%
N N 175603. 175604.17
N.......................... MH .... .... ......... ......... ......... 350...... E ��,,�.��..�3. 948,OS . ......... ......... ......... ......... ......... ......... ......... ......... ................... ......... .....350 #�5 02 . .
w N 175516 175516.29 REMOVE EX CO & MH # 12
Z N 1 75884.76 A:SBU/L T
E _ . _ . _ _ 1302944.96 ��cc
Q REPLACE WITH NEW 54 MH
REMOVE EX CO &: RIM = 36�+ 369.11
Elm �302955.40
......................................................................................... REPLACE WITH NEW 54" SHALL0W MH ......... 340......:..lE 8'�.N.= .� 02....................................................................................................................... 340
360: REMOVE EX MH
RIM = + 368.63 REPLACE WITH NEW 54" MH
lE 8" S = 362. �7 RIM = 362L4± 362.79
lE 8 IN = 354.50 354.33
• EXISTING UTILITIES ARE SHOWN FOR
0 ONE -CALL REFERENCE ONLY. CONTRACTOR
SHALL FIELD LOCATE ALL EXISTING
1-800-424-5555 UTILITIES A MINIMUM OF 72 HOURS
Know what's below. PRIOR TO CONSTRUCTION.
�,_ Call before you dig.
AMERICAN SURVEYING & ENVIRONMENTAL,
CONDUCTED AN AS -BUILT SURVEY OF ALL
NEWLY CONSTRUCTED SANITARY SEWER
SYSTEM TO PREPARE THESE FINAL RECORD
DRAWINGS. THE RECORD DRAWINGS REFLECT
THE AS -CONSTRUCTED CONDITIONS BASED
ON FIELD SURVEY DATA AND SHOULD BE
FIELD VERIFIED FOR ANY FUTURE USE. ALL
SANITARY SEWER SYSTEM STRUCTURES
WERE FIELD SURVEYED IN THEIR AS -BUILT
LOCATIONS AND ACCURATELY REFLECTED
HEREON.
330......................................................................................................................../E 67N.=.3 0 .354.46 ......330
lE 8" S = 354.60 354.69
lE 8":E = 354.69 354.69
SURVEYED: SCALE: DATE:
BRH ANAD VERTICAL: D191988
83/1991 ,, RENTON HILL UTILITY REPLACEMENT APR 2017
DESIGNED: 1 "-20' HORIZONTAL: C TY O �
JDH FIELDBOOK:
R EN TON
DRAWN: PAGE:
ONE INCH JDH SANITARY SEWER
DRAWING N0:
DATU M
CHECKED: AT FULL SCALE Planning/Building/Public / Building Public Works Dept. S-9
JDH, MAB IF NOT ONE INCH
N 0. REVISION BY DATE AP P R APPROVED: SCALE ACCORDINGLY SHEET: OF:
DMC HIGH AVE S 60 89
H-1013HPIT
z
W
G
Lu
U
J
Lu
rr
I-
2
z
O
z
Lu
rr
1009 HIGH AVE S
PARCEL:
329470-0275
1005 HIGH AVE S <
PARCEL:
EAVE 329470-0270 m
EAVE
EAVE SSMH
RIM=364.88
COC=357.53
NC CONC (6-8"CONC N & S)
(8"CONC E & W)
FVE e DRIVE
LSCAPE
WF
EAVE
1012 HIGH AVE S
PARCEL:
329470-0400
EAVE
1006 HIGH AVE S
PARCEL:
329470-0392
n
915 HIGH AVE S
PARCEL:
329470-0285
GRASS CB TYPE I
RIM=362.60
IE=360.50(12"CONC N)
\ BOT=360.30
CLF
GAS -
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)
J-i
/EX.
FERNCO
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 NEW 6" PVC
SIDE SEWER FOR
OF EXISTING DUAL SIDE SEWER RECONNECTION 901 HIGH AVE S
901 HIGH AVE S
REPLACE BOTH SIDE SEWERS FOUND 32PARCEL:470 0290
OUND TACK IN LEAD DOWN \ I
(LIMITS AS SHOWN) 1.60' IN MONUMENT IN CASE
907 HIGH AVE S
PARCEL:
329470-0280
G�
_365 _
S01.27' 8"W 525.15' -o
6"VCP(R)„ _
CB TYPE I
RIM=362.96
IE=358.96(12"PIPE S)
IE=358.86(12"PIPE N)
12"DEC B0T=358.46
14"CON 12"CON
10"CON
LSCAPE
7"�C
- 0
CLF i
AS roc
12"PSD ==> GRASS -
_ _ MH #17 D_ D �_ }
SSCO �
BELOW ASPHALT m
N:175211.4179 SEWER C.O.
E:1302933.5712 N 175193.8
CB TYPE E 1302853.0 I
RIM=363.00
IE=358.80(12"PIPE S) \ I
IE=358.70(12"PIPE N) \\\\\\ 130T=357.40
12"DEC LSCAPE
-+- J D
0 U)
GRASS 12'P?0
GA 2"STW I G(P)c J
GAS
- ASS
-
T d P
PLUG
D HP LJ
HP
TS ASS
W(P)
r J
r
4„W P
GRASS
o
OH 0
OHP
OHP
GRASS
1'� D
R
365_
OHP TS
TC P
LSCAPE
OHP OHP
AS S
%TCd
P
CONC
LSCAPE
T-° RRW
CB
RHVE' SEWER C.D.
SEWER C.O.
LSCAPE
`SEWER C.O.
; 12"DEC
\
TYPE
RIM =
N 174925.9 SEWER C.D.
STORM C.O.
N 175026.0
�
N 175037.9
AGE ;
(�
IE=362.61(6"GONG W)
N C W)
E 1302948.3 N 174963.16
_ N 174968.12
E 1302949.36
E 1302952.5
E 1302952.9
B O T= 361.9 6
E 1302948.45
IE=363.19(6"CONC
GRASS
- -,
SEWER C.0. E)
EAVE
N 174909.4 SEWER C.D. STORM C.O. IC S)
GRASS
TYPE
RI M=363.94
EAVE
N
E 1302946.5 N 174914.0 N 174951.89 C W)
IE=363.14(6"CONC
E)
E 1302947.5
I E 1302948.83 D N )
IE=363.04(6"CONC
E)
N 0
\` -� D
uv=�62.19
EAVE
E=362.94(6"GONG
S) EAVE
co _u \
BENCHMARK "E" v >
_ - cn
D
0
EAVE
IE=362.84(8"CONC
BOT=361.79
N) NORTHERLY TOP BOLT OF FIRE 0 _
�
1000 HIGH AVE S
906 HIGH AVE S HYDRANT AT SOUTHEAST CORNER o rm- D \
PARCEL:
PARCEL: OF S 9TH
ST AND HIGH AVE S 00 m
m
910 HIGH
329470-0390
AVE S
329470-0382 INLET
ELEVATION=366.44' O
m
PARCEL:
329470-0391
RIM=363.49
CB TYPE
I
IE=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)
130T=361.69
I
RELOCATE EXISTING SIDE SEWER FOR 900 HIGH
A VE S FROM EXISTING MH INTO
THE EXISTING
D
0',
SEWER NOTES. •
SEWER MAIN IN S 9TH ST.
r
DI
1. RECONNECT ALL ACTIVE SIDE SEWERS TO NEW SEWER
PER RESPECTIVE DETAILS SHOWN
ON SHEET
S-14.
* ALL SIDE SEWERS ARE SHOWN IN
THEIR AS -BOIL T LOCATIONS.
ED CIO r1
n II c,� mi
0 D w 00 II
O m cn � U
cii
= n CT w
� o �
<
v 0 n
O17
w W
w O
CJJ < 9)
00 n v m
z o
Q0
co- - - co
SEWER C. D.
I
-
30' O N 175240.7 �, T T
z E 1302847.4 I I w CA
w CD cn
D cn 00 00
cn
I m Co cn
/ 813 HIGH AVE S o L N i a
PARCEL: jl CO
I 329470-0300 CA o 0 o w
c ��
D EAVE w * C/) m m
O
= GRASS
<
EAVE
I 8"DEC
8 g
o GAS rn
o I
w cn
� o
H-
S S w
GAS cG S w
G=
1n
w
ASPHAL N
MH #16
w
z
= J
2
�12"PSD w
0
D 6,
OHP
CLF
°
�
CLF
365
O
SEWER C.O.
SEWER
D z
N 175258.4
N 17529
c
E 1302958.8
E 13029,
U,
= S r-
' CO T
SDMH
U
�du
RIM=364.04
o
IE=360.84(12"CONC E
0 91V0
EAVE
IE=360.74(12"CONC N
o
IE=360.64(12"CONC W
BOT=359.84
o
I
(A 00
i �'
CB
8
TYPE I
D
_0, D =
RIM=363.49
N I
<
o =
IE=361.49(8"CONC
S)
to m v
IE=361.49(4"CONC
E)
o D I
J" m
IE=361.39(6"CONC
N)
(,
N'
IE=361.29(12"CONC
E)
IE=361.19(12"CONC
W)
30'
BOT=360.59
0 20 40
N
1 "=20'
....................................................... 370.......................................................................................................................................................................................3.70..................................................... .
EXISTING ROAD ABOVE SEWER
EX 12" STORM
O
360...................
360.
....
m
0 PROPOSED REMOVE EX. 6" CLAY SEWER -AND
cn
12" STORM REPLACE WITH LF OF 8" PVC @ 4.1996
MH #16
w
Ld
161.1 1 17
o
0
....................................................... 350.........................................................
..........................................
..............................................................................3.50........
N ...52.16.. P7 175216.49 ......................
w
Ld
MH # 18
E 13119293844 1302937 82
w
N : 174861.74
MH #17
REMOVE EX MH &
z
E 13^' 929-. 5` 1302929.15
N 1756943.29 175042.:81
REPLACE WITH NEW 54" SHALLOW MH
....................................................... 340 .............. REMOVE. EX MH&.....................................................
E 1 ;3„ 9;3&;,,, . 1302933:95........................................................................
340.:...... RIM.=.364.-6+:.364.07..........................
REPLACE WITH NEW 54" MH
REMOVE EX CO &
1E 10" W = 359.10 35947
RIM = 364.9+ 364.77 :
REPLACE WITH NEW 54" SHALLOW MH
1E 10" E = 359.26 359.27
1E. 6" W = 35745 35140
RIM = 364.5+ 364.48'
1E 8" N = 359 26 359.32
....................................................... 330.............. /E:6:E .-.357-1-551-357..45........:
1E 8" S = 359� 359..13............................................................
330.....................................................
1E 8" N = 357 55 357.24
EXISTING UTILITIES ARE SHOWN FOR
® ONE -CALL REFERENCE ONLY. CONTRACTOR
SHALL FIELD LOCATE ALL EXISTING
1-800-424-5555 UTILITIES A MINIMUM OF 72 HOURS
Know what's below. PRIOR TO CONSTRUCTION.
\\_ Call before you dig.
AMERICAN SURVEYING & ENVIRONMENTAL,
CONDUCTED AN AS -BUILT SURVEY OF ALL
NEWLY CONSTRUCTED SANITARY SEWER
SYSTEM TO PREPARE THESE FINAL RECORD
DRAWINGS. THE RECORD DRAWINGS REFLECT
THE AS -CONSTRUCTED CONDITIONS BASED
ON FIELD SURVEY DATA AND SHOULD BE
FIELD VERIFIED FOR ANY FUTURE USE. ALL
SANITARY SEWER SYSTEM STRUCTURES
WERE FIELD SURVEYED IN THEIR AS -BUILT
LOCATIONS AND ACCURATELY REFLECTED
HEREON.
REVISION
SURVEYED:
BRH
DESIGNED:
JDH
DRAWN:
JDH
CHECKED:
JDH, MAB
BY DATE APPR APPROVED:
DMC
SCALE:
1 "=20'
ONE INCH
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
VERTICAL: NAVD 1988
HORIZONTAL: NAD 1983/1991
DATU M
DATE:
C TY OR RENTON HILL UTILITY REPLACEMENT APR 2017
FIELDBOOK:
R E N TO N PAGE
SANITARY SEWER
DRAWING N0:
Planning/Building/Public Works Dept. S-10
HIGH AVE S SHEET: 6
1 OF:89
IJ-1013H
N
i
I—
z
W
73
LLI
U
J
I..f_
W
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I—
J
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SEE SHEET S-10
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=arn w
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I
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n —ono
O W O z I
m II U�
W a
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o
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W Q _I p /
O N cf) W I
O r7 W O O
O z
O m O
N
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6"VCP(R)
CO #1
INSTALL NEW TEES TO
RECONNECT EXISTING HOUSES
(TYP).
* ALL SIDE SEWERS ARE SHOWN IN THEIR AS —BUILT LOCATIONS.
W LO
Q
JLLJ
p
W U
z010
OQ�
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0
11A
4
U
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cn
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C�
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NOTE: THE C/PP A TTEMPT FA/LED DUE TO UNCONTROLLABLE GROUNDWATER
INFILTRATION. A NEW 6" PVC MAIN WAS INSTALLED ABOVE THE EXISTING
CLA Y MAIN. ALL SIDE SEWERS WERE RECONNECTED TO THE NEW MAIN.
........ .... THE EXISTING 6" CLAY MAIN WAS ABANDONED IN PLACE.
N 174857.53
E 130388.09
RIM 382.86
380. 11 4 BENDS ............... o\JE
EXISTING GROUND Ag PVC EXISTING
MH #I8 p 142 LF OF 8 CLEANOUT
SEE DRAWING S-10 I NSTALLE PROX.:
370 . FOR INFORMATION Y. sEwER. �. AP .
SIDE SEWER
OF EX\STING
159 �F „ . 1009 JONES A VE S
SIDE SEWER
360. ...........................
. .......................
/ .
SIDE SEWER 10 15 JONES A VE S
22 2 BEND 1006 HIGH A VE S
SIDE SEWER
350 10 12 HIGH.A VE S
. ALL 5ACTIVE SIDE SEWER WERE
RECONNECTED USING 8 "X6" TEES
aAv SEWER AND ncni n �r inner nrl ir+
-- —77'�T/T/Ti9TVT7�TTTTFi - — "D - - - -TZT�
340. :— 8, 6,,TE ..........
3 - ES TO
, RECONNECT THE EXISTING SIDE SEWERS (ONE SIDE
SEWER IS 6" PVC, THE REMAINING TWO ARE 4"
REC .CONC.). USE APPROPRIATE REDUCERS AND
330 ......nr=Onnr=TE)„ST,�„��n�, . .....COUPLlVGS TO RECONNECT SIDE SEWERS .............. .
REPLACE EX. CLEANOUT WITH NEW CLEANOUT PER
CITY OF RENTON STANDARD PLAN 403.1
.................................................................................................................................................................
® EXISTING UTILITIES ARE SHOWN FOR
ONE -CALL REFERENCE ONLY. CONTRACTOR
SHALL FIELD LOCATE ALL EXISTING
1-800-424-5555 UTILITIES A MINIMUM OF 72 HOURS
Know what's below. PRIOR TO CONSTRUCTION.
� Call before you dig.
AMERICAN SURVEYING & ENVIRONMENTAL,
CONDUCTED AN AS -BUILT SURVEY OF ALL
NEWLY CONSTRUCTED SANITARY SEWER
SYSTEM TO PREPARE THESE FINAL RECORD
DRAWINGS. THE RECORD DRAWINGS REFLECT
THE AS -CONSTRUCTED CONDITIONS BASED
ON FIELD SURVEY DATA AND SHOULD BE
FIELD VERIFIED FOR ANY FUTURE USE. ALL
SANITARY SEWER SYSTEM STRUCTURES
WERE FIELD SURVEYED IN THEIR AS -BUILT
LOCATIONS AND ACCURATELY REFLECTED
HEREON.
SURVEYED: SCALE:
BRH VERTICAL: NAVD 1988
DESIGNED:
1 "=20' HORIZONTAL: NAD 1983/1991
JDH
DRAWN:
JDH ONE INCH DATUM
CHECKED: AT FULL SCALE
JDH, MAB IF NOT ONE INCH
N 0. REVISION BY DATE AP P R APPROVED: SCALE ACCORDINGLY
DMC
0
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DATE:
C TY OF RENTON HILL UTILITY REPLACEMENT APR 2017
FIELDBOOK:
RENTON PAGE:
SANITARY SEWER DRAWING NO:
Planning/Building/Public Works Dept. S-11
HIGH AVE S (EASEMENT) SHEET: 62 OF:89
ISHOIJ81214F
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SEE SHEET S-5
S�'- v uvL. I yr rlKt H YUKAN I
m II 0 i/ � xo m w i� S AT THE NORTHWEST CORNER OF S
0a-w N o I �m �wwz co
LLJ m o o � o O= o Z 9TH AVE AND GRANT AVE S
O ELEVATION=349.39'
II II z J�UQLd In816 S 9TH ST
w0
0 m 0 m0 U N r0QHw> PARCEL:
0a>ao
30'-
329470-0111 1 S 9TH ST
IIIB W I Q N W N == w Q== z0 Q SSMH PARCEL:
o 0 � z W � � � > RIM: 317.11 329470-0160 \ /
111 " w O O >- O °' w 8" PVC (E, W) 12"DEC ASPH
V) Z W m cn m= Z cn w 6"VCP (N)
COG: 308.81 DRIVE 0 � � C
GAS d' j - 84"CON \ NC
m z P HEDGE o
= m o GRAVEL -� I
m 0 0 DRIVE RAss GRASS
GRASS
n I Z GRASS PO 20"DECO��/ CHIP H �GR SS OHP
o /� \ <
W P OHC 8„ P CO #3 c
in z 00 1n 4"W P
=ONO C-i
o~ o rn _ o 4"W(P) C, c,., c,,
w0�M O U �
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r` o tip o \ RIM_3 7,35 -
p�Zw -- \ (12"CONC N & E) ASPHALT
�0 S 9TH STREE
J f
zUGRD I GA 0 a CONC� GA ASPH - GAS GAS GAS AS
AIL - o14"C-8 DRIVE ° RIDGE -1 ® RAss EL G R
WM
I + o _ 0 ASPH AIL
SCAPE
NO DUJPING" u A SEWER C.O. LJ O C " 12' PSD \ DRIVE C N \
N 175202.2 a D R I VE a �-
a a m GRASS SEWER C.O. SEWER C.O.
E 1302389.5 ° ASPH SEWER C.O. N 175197.2 N 175198.7
I BLRD R M T301.28 � o 4 DRIVE N 175195.8 E 1302486.1 E 1302525.1 26" ON
0 IE=299.58(8"CONC N) A CB TYPE 1 E 1302466.3 i v �/ I �
COC=299.38 RIM:310.91 RI TYPE 1 \ CB TYPE 11
EAVE IE:310.01 (4" CONC S) RIM:312.99 RIM=327.36 1 ON
EAVE IE:310.99 (12" ONCE) "NO THRU
CB TYPE 1 BTM: 309.01 IE=32 06(12"GONG NE)
IE:311.59 (4" A S) \ \ TRAFFIC"
m RIM:308.29 E=321. (12"GONG SW
EAVE IE:310.49 (12" C INC W )
Q I IE:306.49 (12" CONC E) BTM: 309.89 BOT=321.66
_
a_ cf�~ FIE:306.44 (12" CONC W)
\ I
cf) -,o cn N BTM: 306.19
Q
1307 S 9TH ST / i/// 903 GRANT AVE S
I < v of PARCEL: INSTALL NEW SIDE PARCEL:
Q
r, 329470-0120 1313 S 9TH ST 329470-0146 N
I O N SEWER STUB PER 3294ApC 0150 I
STANDARD PLAN 407, INSTALL NEW SIDE r- 30'
SEWER STUB PER
REPLACE EX/STING SIDE INTERCEPT EXISTING SIDE
0 0'
STANDARD PLAN 407.
Q o' sss(R) SEWER PER DETAIL AS SEWER AND CONNECT TO
CD SHOWN ON DRAWING S-15. NEW SEWER MAIN PER
DETAIL AS SHOWN ON
I I _ DRAWING S-15. I
CO #3
................................................:......................N ' .8 175236.1...............:
E - 1302526.4
NEW C.O.
RIM = 3z`'7-. 1-i 327.50
:.........:.........:.... IE 8" W'- 319.04 321.35. ..... ......................
EX SSMH
N 175237.23
MH #24 E 1302453.82
RIM = 317.1:1
. .N. .1-7-524-2L;. 175242.46................................... IE- COC- 308:8.1............. ..............................
E 1302304.24 PROPOSED O%
NEW 54" SHALLOW MH 12" STORM
" 181
RIM = 3�-8+ 302.:75 o Ao Ago\JE SEWER : Pvc @
......................310.. IE 8" N..: 296 43 296.28 .. �ST�N� R 6 �F OF 8. .E ..............o.............. i.
7.77 �°
ie 8" E = 2 296.43 8 PVC @ 8,- 69
LF OF
PROPOSED 12" 444
300............... O..ST. ... .. ............... ...................................................................................................
„ O�P� SEWER
EX 6 REMOVE EX. 6" VCP SEWER AS NECESSARY TO
ALLOW INSTALLATION OF NEW 8" PVC SEWER.:
......................290.............. ..........................................................................................................................................
PLUG END OF EXISTING 6" VCP SEWER.
• EXISTING UTILITIES ARE SHOWN FOR
® ONE -CALL REFERENCE ONLY. CONTRACTOR
SHALL FIELD LOCATE ALL EXISTING
1-800-424-5555 UTILITIES A MINIMUM OF 72 HOURS
Know what's below. PRIOR TO CONSTRUCTION.
�,_ Call before you dig.
AMERICAN SURVEYING & ENVIRONMENTAL,
CONDUCTED AN AS -BUILT SURVEY OF ALL
NEWLY CONSTRUCTED SANITARY SEWER
SYSTEM TO PREPARE THESE FINAL RECORD
DRAWINGS. THE RECORD DRAWINGS REFLECT
THE AS -CONSTRUCTED CONDITIONS BASED
ON FIELD SURVEY DATA AND SHOULD BE
FIELD VERIFIED FOR ANY FUTURE USE. ALL
SANITARY SEWER SYSTEM STRUCTURES
WERE FIELD SURVEYED IN THEIR AS -BUILT
LOCATIONS AND ACCURATELY REFLECTED
HEREON. rN O
EXTEND SEWER MAIN FROM EX. MH TO NEW CO#3 & ADD SIDE SEWERS JDH 2/19/18 SURVEYED:
BRH
DESIGNED:
JDH
DRAWN:
JDH
CHECKED:
JDH, MAB
REVISION BY DATE APPR APPROVED:
DMC
SCALE:
1 "=20'
ONE INCH
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
VERTICAL: NAVD 1988
HORIZONTAL: NAD 1983/1991 C T Y OF
RENTON
DATU M
Planning/Building/Public Works Dept.
SEWER NOTES.
1. RECONNECT ALL ACTIVE SIDE SEWERS TO NEW SEWER
PER RESPECTIVE DETAILS SHOWN ON SHEET S-14.
* ALL SIDE SEWERS SHOWN IN THEIR AS -BOIL T LOCATIONS.
DATE:
RENTON HILL UTILITY REPLACEMENT PR 2017
FIELDB
PAGE:
SANITARY SEWER
DRAWING N0:
S-14
S 9TH ST SHEET: OF:
65 89
U-101J81
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u Q "STRONG —BACK"
o z COUPLING
0 w o > (TYP)
�w o
z= m
X W Q LLJ
W cn
REMOVE EX. TEE OR Q X w m
WYE AT 6" SEWER w � D D
AND RECONNECT EX. 0 u
SIDE SEWER TO EX. BENDS FTF
10" SEWER AS
REQUIRED
SPOOL
(LENGTH AS NEEDED)
10" X 6" TEE
FERNCO —T rl
"STRONG —BACK"
COUPLING
(TYP)
NEW 6" SIDE SEWER
CONCRETE PLUG
(TYP)
6"X6"X6" SURFACE CLEANOUT
WITH CAST IRON RING AND COVER
(SEE STD. PLAN 403.1)
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3 FT MIN.
EX. SIDE SEWER
DIAMETER VARIES
eIrP�P —rIrNN EX. SIDE SEWER
TE) EXTEND 3 FT (MIN.) BEHIND SIBEWALK
(EX. SIDE SEWER ALIGNMENTS
SEE NOTE 4
3 FT MIN.
EX. SIDE SEWER
DIAMETER VARIES
BENDS AS 3 FT MIN.
REQUIRED
EXISTING 10"
SEWER MAIN
6iPP LiIssdE
\ EX. SIDE SEWER
NEW 6" 6"X6"X6" FERNCO SEE NOTE 4
SIDE SEWER WYE
"STRONG —BACK"
EX. 6" COUPLING
10" X 6" TEE SEWER MAIN (TYP)
TYPICAL SIDE SEWER SERVICE TRANSFER FOR CEDAR AVE S
BETWEEN S 5TH ST AND S 7TH ST
SHEETS S-2 & S-3
1. ALL ACTIVE SIDE SEWERS ON CEDAR AVE S, FROM S 5TH ST TO S 7TH ST, SHALL BE DISCONNECTED
FROM THE EXISTING 6" VCP SEWER MAIN ON THE EAST SIDE OF THE STREET AND RECONNECTED
TO THE EXISTING 10" VCP SEWER MAIN ON THE WEST SIDE OF THE STREET.
2. THE EXISTING SIDE SEWER ALIGNMENTS VARY. THE PORTION OF THE NEW SIDE SEWER BETWEEN
THE EXISTING 6" SEWER MAIN AND THE GUTTER SHALL MATCH THE EXISTING ALIGNMENT. THE
PORTION OF THE NEW SIDE SEWER BETWEEN THE 6" AND 10" MAINS SHALL BE PERPENDICULAR TO
THE ROADWAY.
3. NEW CLEANOUTS SHALL BE INSTALLED FOR EACH SIDE SEWER WITHIN 2 FEET OF THE EDGE OF GUTTER.
4. EXISTING SIDE SEWERS SHALL BE CIPP-LINED
TI IE BACK OF SIDEWALK. TI IE CONTRACTOR Sl 'ALL DETERMINE TI IE DIAMETER OF TI IE EXISTING
SIDE SEWER AND INSTALL Tl IE PROPER SIZED CIPP LINER. TI IE CONTRACTOR SI 'ALL CLEAN TRE
EXISTING SIDE SEWERS AND REMOVE ANY ROOTS TO ALLOW PROPER INSTALLATION OF THE CIPP LINER.
PRE -LINING CCTV INSPECTION REVEALED THAT ALL SIDE SEWERS COULD NOT BE LINED AS DESIGNED.
THIS WORK WAS DELETED FROM THE CONTRACT.
5. .
THE EXISTING 6" CLAY SEWER MAIN WAS REMOVED AS PART OF THE NEW WATER MAIN INSTALLATION.
6. CONTRACTOR SHALL MINIMIZE SIDE SEWER SERVICE DISRUPTIONS.
REDUCER
(AS NEEDED)
6"X6"X6" SURFACE CLEANOUT
WITH CAST IRON RING
AND COVER
(SEE STD. PLAN 403.1) 2 FT.
EX.
SIDE
SEWER
NEW 6"
m SIDE SEWER
LLJ
(TYP)
w
co
FERNCO
z 2'X2' CONC. PAD "STRONG —BACK" EX. SIDEWALK
(6" THICK) COUPLING
(TYP)
TYPICAL SIDE SEWER SERVICE
S 7TH ST, S 9TH ST, GRANT AVE S, HIGH AVE S
1. THE EXISTING SIDE SEWER ALIGNMENTS VARY. THE CONTRACTOR SHALL MATCH THE EXISTING
ALIGNMENTS.
2. NEW CLEANOUTS SHALL BE INSTALLED WITHIN 2 FEET OF THE EDGE OF THE EXISTING SIDEWALKS.
3. NEW CLEANOUTS THAT ARE LOCATED IN NON -PAVED AREAS SHALL HAVE A 2'X2' CONCRETE PAD
INSTALLED AROUND THE CLEANOUT COVER. THE CONCRETE PAD SHALL BE A MINIMUM 61, THICK.
8"X8"X8" TEE -
(INSTALL AS SHOWN)
CCC AI(1TC '�
a
a
d
a`
a'.
d°
a
d°
EXISTING MH WITH NEW INSIDE DROP
SEE SHEET S-6
THE EXISTING PVC OUTSIDE DROP DOES
NOT PENETRATE THE MANHOLE AT THE
SEWER MAIN ELEVATION.
�r
.— REMOVE THAT PORTION OF THE EXISTING
OUTSIDE DROP TO ALLOW INSTALLATION
�.� OF THE NEW INSIDE DROP.
PLUG THE INVERT OF THE EXISTING
OUTSIDE DROP WITH CONCRETE AND FILL
THE REMAINER OF OUTSIDE DROP WITH
PEA GRAVEL.
900 BEND
EXISTING CHANNEL
DROP MANHOLE NOTES:
10"X10"X10" TEE —
NNSTAI I AS SHOWN)
MH #7 WITH INSIDE DROP
SEE SHEET S-4
1. CONNECTIONS TO MANHOLE SHALL BE MADE USING GPK ADAPTOR, KOR-N-SEAL BOOTS
OR APPROVED EQUAL.
2. "RELINER" BRAND STAINLESS STEEL ADJUSTABLE CLAMPING BRACKETS OR APPROVED EQUAL
SHALL BE INSTALLED WITHIN 6" OF BOTH BELL AND SPIGOT ENDS OF EACH DROP PIPE. IF DROP
PIPE LENGTH EXCEEDS 5 FEET THEN CENTER STRAPS SHALL BE INSTALLED WITH A MAXIMUM
SPACING OF 4 FEET ON CENTER. BRACKETS SHALL BE ATTACHED UTILIZING STAINLESS STEEL
EXPANSION BOLTS, MIN. 2 EACH AT CONNECTION POINTS.
"X6"X6" SURFACE CLEANOUT
ITH CAST IRON RING
ND COVER
;EE STD. PLAN 403.1)
F
2'X2' CONC. PAD
(6" THICK)
EX. 6"
SEWER MAIN
CONCRETE PLUG
(TYP)
EX.
SIDE
SEWER
FERNCO
"STRONG —BACK"
COUPLING
(TYP)
EX. SIDEWALK REDUCER
(AS NEEDED)
TYPICAL SIDE SEWER SERVICE
RENTON AVE S
1. THE EXISTING SEWER MIAN IS LOCATED BEHIND THE SIDE WALK. THE CONTRACTOR SHALL
TRANSFER ALL ACTIVE SIDE SEWERS TO THE NEW SEWER MAIN.
2. NEW CLEANOUTS SHALL BE INSTALLED WITHIN 2 FEET OF THE EDGE OF THE EXISTING
SIDEWALKS.
3. NEW CLEANOUTS THAT ARE LOCATED IN NON -PAVED AREAS SHALL HAVE A 2'X2' CONCRETE PAD
INSTALLED AROUND THE CLEANOUT COVER. THE CONCRETE PAD SHALL BE A MINIMUM 61, THICK.
SURVEYED:
DESIGNED:
JDH
DRAWN:
JDH
CHECKED:
JDH, MAB
BY DATE APPR APPROVED:
DMC
PAY LIMIT
TRRN(`I-I R4(`6l�ll I
11-1/40 BEND
EX. 10
11
CLAY SEWER
FERNCO
"STRONG -BACK"
COUPLING
— 900 BEND
CHANNEL SLOPE TO MATCH
DOWNSTREAM PIPE SLOPE
SEE DETAIL FOR STREET
RESTORATION REQUIREMENTS
BACKFILL MATERIAL SHALL BE
100% SELECT IMPORTED BACKFILL
PER SECTION 9-03.19
(BANK RUN GRAVEL FOR TRENCH
BACKFILL)
PROPOSED 10", 8" & 6" SEWER PIPES
PIPE ZONE MATERIAL PER SECTION
9-03.12(3) GRAVEL BACKFILL FOR
PIPE ZONE BEDDING OR PEA GRAVEL.
EXCAVATION OF UNSUITABLE SOIL AND
a " BACKFILL OF FOUNDATION MATERIAL
(IF NECESSARY) DEPTH AS APPROVED
BY ENGINEER. MATERIAL SHALL MEET
SECTION 9-03.9(1) BALLAST
10", 8" & 6" SDR 35 PVC SEWER PIPES
TYPICAL TRENCH BEDDING AND BACKFILL
NOTES:
1. PROVIDE UNIFORM SUPPORT UNDER BARREL.
2. HAND TAMP UNDER HAUNCHES.
3. COMPACT PIPE ZONE MATERIAL TO 90% MINIMUM
DENSITY EXCEPT DIRECTLY OVER PIPE WHERE
COMPACTION WILL BE HAND TAMP ONLY.
4. PIPE MUST BE ANCHORED IN SUCH A MANNER AS
TO ENSURE FLOW LINE IS MAINTAINED.
5. ALL EXCAVATION AND BEDDING AND BACKFILL
MATERIALS BEYOND PAY LIMIT OF TRENCH
SHALL BE INCLUDED WITHIN THE TRENCH
EXCAVATION SAFETY SYSTEMS BID ITEM.
SCALE:
HORIZONTAL: NAD D11988 DATE:
983/1991 ,► RENTON HILL UTILITY REPLACEMENT APR 2017
AS SHOWN �� C TY 0
RENT 0 N PAGE:FIELDOOK:
ONE INCH DATUM .� SANITARY SEWER DRAWING NO:
AT FULL SCALE Planning/Building/Public Works Dept. S-14
IF NOT ONE INCH DETAILS SHEET: OF:
SCALE ACCORDINGLY
66 89
H-IOH81214