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PORTION OF SE 1/4
SEC. 31, T. 23 N,, R. 05 E., W. M.
RENTON, WASHINGTON
COPPER RIDGE APARTMENTS
KC PARCEL NO. 3123059041
FNC CIORNJI'� SITE
.5�22'W 4�6�' - 41,361 ±sq.ft.
',0.94 acres
STA 2+51.33 IN T6
6' II00D 3GA,RQ!: FEECE END HAMMERHEAD E 1p
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SAN GO # 6�'(Son Sewer I SAN CO (Son Sewer T
SAN 00#2 (Son Sew
6" PVC C !
FF 1 ty IM = 150 40 6" PVC GO erl'
IM = 153.76 6" Pvc Cc
6' PVC, I OUT 14 RIM =1 158 8
PVC, IE OUT zz 150.7 J6 PVF, IE OUT[= 1544.
jTYp.
�O'RIM 15�.71
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8" Pvc L=8.5 S=10�27 5 71
Wo 6" PVC C Co I # (San Se N C0#1 'Son Sew"
1 6" PVC 1C
am PVC CC
RIM = 15 76
i RIM = 158 5
TYR. 9 6" Pvc I bUT 14 6 P vq,' I OUT 11150.13
u 6 P VC, IE OUT 1.55.
FF 1,1.0 FIT .54.0 FF 159'0 1
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CITY COMMENTS
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1 2 28
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COPPER RIDGE APARTMENTS
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Sc�: 1/4, SEC,
51, IX
3 11
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KC PARCEL NO. 312305915�
`�NIGE
3 30 1
1
N8858'52W �'249.36'
NO.
REVISION
BY
4d"
M�
cc'�'q. S
HEH
RT
5�
STA 1+05.09
C.O.
RIM 139.00 1
135.89
BEGIN
1. LT. 135.0 0
1E OUT
TI
If35
48-"SS-
MH#3
<
�j
--RIM =
149.11
81LF-6"PVC
1E IN =
137.93
COPPER
RIDGE APARTMENTS
KC PARCEL
NO. 312305915(3
IF OUT
137.83 COPPER RIDGE
APA�LTMENTS
48"SS MH# Do
41-\
RIM 7 1425
KC PARCEL NO.
31LE9059153
IE IN = 134.j�7'
_x. SAN MH
IE OUT = 133.98
8" PVC, !E Al
.'22, 1.'
Lx'
SAN 1")
8,
P7
P 11
4
PORTION OF SE 1/4
SEC. 31, T. 23 N,, R. 05 E., W. M.
RENTON, WASHINGTON
COPPER RIDGE APARTMENTS
KC PARCEL NO. 3123059041
FNC CIORNJI'� SITE
.5�22'W 4�6�' - 41,361 ±sq.ft.
',0.94 acres
STA 2+51.33 IN T6
6' II00D 3GA,RQ!: FEECE END HAMMERHEAD E 1p
x x __x X� N8R'01'00'W 24). Y�"
_-x X
im x - X
x
X
FF 1 1.0/
2 FF jk(]
Q FF 10 .0 1 5 1�
SAN GO # 6�'(Son Sewer I SAN CO (Son Sewer T
SAN 00#2 (Son Sew
6" PVC C !
FF 1 ty IM = 150 40 6" PVC GO erl'
IM = 153.76 6" Pvc Cc
6' PVC, I OUT 14 RIM =1 158 8
PVC, IE OUT zz 150.7 J6 PVF, IE OUT[= 1544.
jTYp.
�O'RIM 15�.71
T
N
T
SS 'B
Ir 0
ANGLE P-
REMO c. J,
0 5 its
SA an Se
EXIEK .... ..
FF, 149.5
Z
8" Pvc L=8.5 S=10�27 5 71
Wo 6" PVC C Co I # (San Se N C0#1 'Son Sew"
1 6" PVC 1C
am PVC CC
RIM = 15 76
i RIM = 158 5
TYR. 9 6" Pvc I bUT 14 6 P vq,' I OUT 11150.13
u 6 P VC, IE OUT 1.55.
FF 1,1.0 FIT .54.0 FF 159'0 1
L.N.. X
1/2� N 1/2, N 1/2 Ner' 8*5852" W I
SI `B\
T
r4
E
.07' (d.L�A
T
Ld
1 0
ST
INT9 ST 1 8 4E
N 9-51, 1 T
KC
8
12 7
INT
it = S'
117
SE 1/4, SEC. R ov.l�
65'-8"Z7
RV
- -1
11
7
REVISED PER 10-31-2011
CITY COMMENTS
HEH
1 2 28
11
COPPER RIDGE APARTMENTS
2
�31�� v"00:1'
ec'I,,RD f-ENICIt
3 11
I
HEH
1
KC PARCEL NO. 312305915�
`�NIGE
3 30 1
1
N8858'52W �'249.36'
NO.
REVISION
BY
4d"
M�
cc'�'q. S
HEH
RT
5�
STA 1+05.09
IE IN
135.89
BEGIN
1E OUT
HAMMERHEAD
If35
48-"SS-
MH#3
<
--RIM =
149.11
1E IN =
137.93
2�
IF OUT
137.83 COPPER RIDGE
APA�LTMENTS
KC PARCEL NO.
31LE9059153
0
<
HAGENSON
CONSULTANTS, LLC
CIVIL ENGINEERING & LAND DEVELOPMENT CONSULTANTS
6484-48TH AVE SW Seattle WA
phone 206 938-6100126fox 206.938-7645
email H.HagensonOCOMCAST.NET
1'1� 60'_'
E. H
9+00 10+00 11+00 12+00
SEWER PROFILE
HC JOB #201013
RV
DEMNIN
3
REVISED PER 10-31-2011
CITY COMMENTS
HEH
1 2 28
11
HEH
2
REVISED PER 4-26-2011 CITY COMMENTS
HEH
3 11
HEH
1
REVISED PER 7-29-2010 CITY COMMENTS
HEH
3 30 1
1
Q66WEk.
NO.
REVISION
BY
DATE
APPR
HEH
HEH
ENGINEERS NOTES:
1. REFERENCE CITY OF RENTON STANDARD SEWER DETAILS.
2. ALL SIDE SEWER STUBS SHALL HAVE A MINIMUM OF 2% SLOPE.
3. CONTRACTOR TO VERIFY EXISTING TIE IN ELEVATION PRIOR TO INSTALLING
NEW SEWER MAIN.
4. CONTRACTOR TO START SEWER MAIN INSTALLATION AT EXISTING GO ON
WEST SIDE OF PROJECT.
CONSTRUCTION NOTES:
(D PROVIDE AND INSTALL PRECAST MANHOLE PER CITY OF RENTON STANDARD
DETAIL 8071.
Q INSTALL 8" PVC SEWER MAIN PER CITY OF RENTON STANDARD DETAIL B077.
SEE PROFILE, THIS SHEET, FOR RIM AND INVERT ELEVATIONS AND PIPE
LENGTH AND SLOPE.
PROVIDE AND INSTALL 4" SIDE SEWER STUBS PER CITY OF RENTON
STANDARD DETAIL B082. COORDINATE EXACT LOCATION OF SERVICE
CONNECTION WITH ARCHITECTURAL PLANS.
CONNECT TO EXISTING SEWER STUB. CONTRACTOR TO VERIFY EXACT
LOCATION AND INVERT ELEVATION OF EXISTING MAIN PRIOR TO CONNECTION.
COORDINATE CONNECTION WITH SEWER DEPARTMENT.
INSTALL 6" CLEANOUT PER CITY OF RENTON STANDARD DETAIL B076.
SLEEVE WATER LINE PER CITY OF RENTON STANDARDS WHERE 10'
HORIZONTAL CLEARANCE CANNOT BE MET.
PROVIDE AND INSTALL PRECAST MANHOLE PER CITY OF RENTON STANDARD
DETAIL 400.2.
ALL SANITARY SEWER PIPE SHALL BE GREEN IN COLOR.
NOTE
THE LOCATION OF ALL EXISTING UNDERGROUND
U11UTIES IS SHOWN IN AN APPROXIMATE WAY ONLY.
THE CONTRACTOR SHALL DETERMINE THE EXACT
LOCATION OF ALL EXISTING UTILITIES BEFORE
COMMENCING WORK. CONTRACTOR AGREES
TO BE FULLY RESPONSIBLE FOR ANY AND ALL
DAMAGES WHICHMIGHT BE OCCASIONED BY HIS
FAILURE TO EXACTLY LOCATE AND PRESERVE ANY
AND ALL UNDERGROUND U71LI TIES.
CALL 48 HOURS
BEFORE YOU DIG
1-800-424-5555
S=356501
CHECK FOR COMPLIANCE TO CITY
1 "=20' CITY OF SEWER PLAN
TALBOT ROAD TOWNHOMES
RENTON 4701 TALBOT ROAD SOUTH
I Planning/Building/Public Works Dept. RENTON, WASHINGTON
IF NOT ONE INN
SC&E ACOONMay Y&L INVESTMENTS, LLC
IAHNIN
5/12/11
30OKI
NO NO;
C9
9 12