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REVISED TO INDICATE
CONSTRUCTION RECORDS
FIELD REP: PAT MILLER
REVISED BY: STEPHANIE M. ARD
DATE: 2/20/2015
CONTRACTOR: A ADVANCED SEPTIC SERVICES, INC.
8 "PVC PIPE: 339 L.F. SDR35
MANHOLES: 3 -48" CONCRETE
1-54" CONCRETE
SERVICES: 4— SERVICE
St ntec
11130 NE 33rd Place, Bellevue WA 98004
phone: (425) 869 -9448 www.stantec.com
NE 13 -23-4
FOR CONTINUATION SEE SHT. 3
X
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2' POST /RAIL
FENCE
U I BILK 20
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LL TAX PARCEL
CB UBP 1 �'
RIM = 236.72 2'4480 -0535
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12 "ADS W= 233.02 C/1)
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12 "ADS E= 233.02 0- SSMH
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STA. 2 +00.52, -0.85 LT
20 Pi xQ
LOT 5 PER STD. PLAN 400.2
18 "PI
t
16 PI
I /
0 +I00 ..... ................ 140, _ 8" • P • . • ......1+00
+ Now •!� WL �111 �111 �11
20 PI i 8 "MP 5 "HY
4 "AR
RE /CAP LS 28101
ON cALC CORNER (F)(R1; 1 ` 1 CB 8.42 �; RIM 23 6 WOOL) ENCE ON 12 "ADS W= 234.49 SSMH CONC F607NGS 4' WOOD POST /RAIL H
12 "ADS E= 234.49 �I I STA, 0 +07.24, -0,97 LT j POST//RAIL-
FENCE N POOR STA, 1+46.82
PER STD. PLAN 400,1 CONDITION PER STD. PLAN
SIDE SEWER CONNECTION (TYP)
GRAVEL PER STD. PLAN 406,1
EDGE TAX PARCEL TAX PARCEL_ SOT 6
214480 -0548 214480 -0546
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FOR CONTINUATION SEE SHT. 3
Oi SEWER CONNECTION LOCATIONS WERE
DETERMINED IN FIELD WITH PROPERTY
OWNER.
250
EX. SSMH
IM= 216.94
IE SE= 212.04
I W= 212.24
(APPEARS TO
BE 12 ")
/
/ SSMH
18 "�K STA. 3 +45.91, —0.44 LT
' 6 "AR EXISTI G�
16 "AR STRE M CHA NEL
12 °'AR 6' CHAIN LINK -
131 LF -18" FENCE (TYP)
STEEL CASING
01 P,
• o
.10 RT
400,1
14 ' ,=8" EV 3 +00
Tm�■!. -�
1z' �Y / G�,p/ •• f2 "LET
24 �R,.
• • . .b mss' 6 "4R
2 C Y
•I4 "CE F "a i
i 4 AR
-*cNANNtL• • • ......... • . 'e•�►
18' AR 1 „CY
REBAR /CAP LS 37540
a WOOD POST /RAIL 0.67 E (F)
FENCE IN POOR ORDINARY HIGH WATER MARK o.60 E (R1)
coNDITIoN PER CONCEPT ENGINEERING,
INC.'S 2010 PLANS
TAX PARCEL_
214480- 0547
SURVEYED SCALE
MA VERT,CAL NAVC 1988
SCALEDESIGNED 1 20' MORiZON`AL W 19831,1991
20 0 20 40 EJW/SMA
DRAWN.
SMA ONE INCH I DATUM
FEE T ) CHECKED r AT FULL SCALE
F NOT ONE INCH
1 IN �I A, CH — 2O F T ^ O REVISION B A T E A p p R APPROVED SCALE ACCORDINGLY
SADDLE MANHOLE
SSMH 01, 48" 0
STA, 2 +37,43
RIM = 222.32
IE =212.74 N
IE =212.54 W
IE =212.58 E
C � T Y
ML
t� R E N T N
Planning %Building/Public Works Dept.
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RIM= 22'8 46
IE W= 2 -Z '
IE
5- 368504
SOUTH 132ND STREET
SEWER EXTENSION PROJECT
SEWER PLAN AND PROFILE
/mss S - � 64(;; 0 k/
AL
O'V WA
41'
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140 LF �
8 PVC �
6 CHAIN LINK I
FENCE (TYP)
220
0
0
071 5- FT/Fr
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- -- -- - -_-
_ _ -- - _- - _
-
54 LF 8" PVC 0
0.0161 FT /FT
145LF8 "PVC 00.0061 FT /FT
210
SSMH 04, 48"
STA. 1 +98.58
RIM= 238.03
IE = 225 ►33 W
�
IE =22826 E
IE =- 224,89 S
� CONCRETE BLOCK (TYP)
200
SSMH 039 48"0
SSMH 02, 54" 0
R1M = 221.86
STA. 2+34.79
IE= 214.86 N
RIM =218.93
IE= 214.60 SE
IE =21 -.3.63 S
IE= 21.3.73 NW
190
0 +00
1+00
2 +00 3 +00
SURVEYED SCALE
MA VERT,CAL NAVC 1988
SCALEDESIGNED 1 20' MORiZON`AL W 19831,1991
20 0 20 40 EJW/SMA
DRAWN.
SMA ONE INCH I DATUM
FEE T ) CHECKED r AT FULL SCALE
F NOT ONE INCH
1 IN �I A, CH — 2O F T ^ O REVISION B A T E A p p R APPROVED SCALE ACCORDINGLY
SADDLE MANHOLE
SSMH 01, 48" 0
STA, 2 +37,43
RIM = 222.32
IE =212.74 N
IE =212.54 W
IE =212.58 E
C � T Y
ML
t� R E N T N
Planning %Building/Public Works Dept.
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EX SSM�-
RIM= 22'8 46
IE W= 2 -Z '
IE
5- 368504
SOUTH 132ND STREET
SEWER EXTENSION PROJECT
SEWER PLAN AND PROFILE
/mss S - � 64(;; 0 k/
AL
O'V WA
41'
O � 38087 O �•
�CISTER� 4b
(ON (ONAL
� IV If
CRD SHT. 4 OF 8
DATE
c IE D80OK
PAGE:
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