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1231 FRYAR AVENUE
SUMNER, WASHINGTON 90380
T. 253.8835128 F. 253,063.0996
wwx.pereme9ie.wm
,O:
TAX LOT
2924059015
CHAINLINK CONST FENCE
SEE DWG C5 FOR LIMITS
AND NOTE 5
I SEAHAWK
lFOR DRIVEWAY
CONSTRUCTION
ISEE DET
DT5
TE BY
IE =18.09 (TYP)
N 198066.70
E 1303401.42 J
7'x 8' PLUNGE
EX 60 "SD
I I
Ix O 1
i
A
I
REMOVE & REPLACE
145' -12 "SS
3�EEE NOTE 6 �--
517�9�9YZJ
N 198090.95
E 1303404.73
1
EX 6 "SS =A
X 60" IE -18.01
REMOVE -,EX 84" MH, CUT'36'-'SD_
& CUT 60 "SD-PIPE AS
NECESSARY FOR 10'x-2.8' OUTLET
STRUCTURE CONSTRUCTION
CB TO BE REMOVED BY
I2 "(N)1� =18.40
6 "(W)IE o 18,71
so
60`4> PIPE NO'i�:
T0
Go. co u eR EpP
(TOP OF esu - TD FLOL,1-
1.1Nre = (v7. S ")
TOP sLev- 23,62'
INV B1. ®V = 18.00
13Ecp1Es6NDE 1D FOR < ,OPR vAi
BY'....___ __ Date! --------
-- - -__ - Date i__. - -__
D` ----- --- - - - -- Datr-:-- -- ----
w
fi=
M
A9 -13 ILT
EX 48" MH CSSP40
12" [E=24.58 21,8;:' (IM) AS -SwVT
12" IE =21.72 (ovT) As- su1Cr
/ I
/ III
i
2 "ARV I i I
0
�1
JUTLET- SIRUCTURE REMOVE & 'REFLAGE
DWG �T1 \ 5 I \12 "W (DI) I i
ST, 1 +01, 5,RT \ I I 1 SEE DWG C4
N (198061.64 \ I 1 1 a'I ,
E 1303399.73
NEW SSMH 6A- 48" PLAN
oP W /OUTSIDE DROP CONN O SCALE IN FEET
IUej2' (N) IE= 2-1-86 21.39(A BuI�T (h12 -
va92" (S) ]E=48.94 18.30 -dul t (Ovt) 0 10 20
m
EX 60 "SD
(LOWER) BQT EL
STREAM GRAVEL
MOT eL I' 10----J
tbP OF STREAM GRAVEL
,uPPBR) 6 R, 1 a,. an
-1DP OF
No.
1 - to
3 NORT1
CASINGS
=21.38
2 "SS TO BE
ELOCATED
EE DWG C3
F BERM,- -
ELOC 12 "W
DWG C4
7.31
4
4 EACH, 725-48" DIA STL CASING
W/36" NOM DIA HDPE, (DR21)
CARRIER PIPE. 3 NORTHERN PIPE
AND CASING @ S= 0.50 %, SOUTHERN
PIPE @ S =0 %. PIPE AND CASING
INSTALLED BY JACK AND BORE
METHOD ' I
I
1
1
1L
1
1
1
1
I
1
1
,1
� N
Z I-
m W
1=
co
1
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IW
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III
3 NORTHERN -i 36'1
BO. EL 18.47;-
1 I
1- 36" HDPE
j BOT EL 17.95
' M
EX 84 "S
EX
HDPE 'PIPE I - FOR UNDERCROSSING OF 84 "SS
SEE DET AND
I
. DA
RIPE
PILE
25' or HNSr I 47.5'
PROFILE _
HORIZ: 1"=10'
VERT: 1 " =10'
4=:-48 "DIA z
STL CASINGS
1 36" BOT EL t;
3 NORTHERN PIPET
36' BOT EL 18.47
1
-150
3
w
-z 40
m
30 TOP OF GotSCR.
rTS eL =26,22
<AS-
(AS -BU16T suaVEY)
I
�20
-1
1- 48" CASING IE =17.49
3 NORTHERN PIPES- 48"
CASINGS IE =18.03
w,sae CITY OF
NOPoZDNIIL N,➢ ,991/1991
' .GE R.H. 4, 08 D59,6NED: 1 " =10' .,
CRETE REVISION R.H. 4, 08 R. HERMES RENTON
- DM N:
J. BETNGG oNl l
IUPA
,F X11 ME Ml
G'lar�;�y; ?wilding /Public Woks Dept,
RE \'S'ON BY A`E APP^ .ronwm: sc.'c �cc6DnNC�r
GENERAL:
1. THE CONTRACTOR SHALL PROTECT ALL
PRIVATE AND PUBLIC UTILITIES FROM
DAMAGE WHEN TRENCHING ACROSS OR
BESIDE THESE UTILITIES.
2. PIPE TRENCH SHALL BE IN ACCORDANCE
WITH SECTIONSeANDe.
DT5 DT5
3. EXCAVATION ON SEAHAWK SITE (WEST OF
BNSF R /W) WILL ENCOUNTER EITHER A
SOIL CAP INDICATOR FABRIC OR A 30
MIL MEMBRANE CAP AS SHOWN ON
SECTIONS1 A7 D5
DT5 DT5
CONTRACTOR SHALL EXPOSE CAP
MATERIAL(S), AND CUT BEFORE
CONTINUING EXCAVATION FOR PIPELINES
OR STRUCTURES.
4. FOR STORMWATER DIVERSION THROUGH
SITE SEE SPECS, SECT 7 -04, AND DWG
C.
5. CONSTRUCTION FENCE LOCATION IS
SUBJECT TO 'CHANGE DURING
CONSTRUCTION AND TC BE COORDINATED'
WITH FNW AND IT'S CONTRACTORS.
6. PERMANENT FENCE LOCATION. TO BE
CONSTRUCTED BY FNW AND LOCATION OF
PERMANENT FENCE WILL BE LEFT OrEN
UNTIL THIS PROJECT IS CONSTRUCTED.
CONTRACTOR IS RESPONSIBLE FOR
COORDINATING WITH FNW'S PERMANENT
FENCE CONTRACTORS ON WHEN AND
WHERE FINAL FENCE LOCATION IS TO BE.
CONSTRUCTED ALONG THE SOUTH ACCESS
ROAD ADJACENT TO THE RAMP.
SW 29 -24 -05
AS - Bulyr
DAiE:
RIPLEY LANE N. STORM SYSTEM IMPROVEMENT PROJECT 3/21/08
itE1D6WN:
4- 36" DIA STORM SEWER PLAN
DPA W ND:
c
SHFE': 7 OF:2O
J
I V
Ley= IIB,G�
[c!50
IrJV
LeV =IS.OS
-
NOTE: FO
VER?ICALrLOCATION
HORIZONTAL AND
IS
Y
�IQ
STA 1 +61
ESTIMATED
(DO NOT DAMAGE)
o
w
_
N
o-
CL
- - - - --
FO S
A56', /. (Ag)
-36
A� 191' NOM D
HD E
- - -_ -_
-- �__-
- - - ---
PROFILE _
HORIZ: 1"=10'
VERT: 1 " =10'
4=:-48 "DIA z
STL CASINGS
1 36" BOT EL t;
3 NORTHERN PIPET
36' BOT EL 18.47
1
-150
3
w
-z 40
m
30 TOP OF GotSCR.
rTS eL =26,22
<AS-
(AS -BU16T suaVEY)
I
�20
-1
1- 48" CASING IE =17.49
3 NORTHERN PIPES- 48"
CASINGS IE =18.03
w,sae CITY OF
NOPoZDNIIL N,➢ ,991/1991
' .GE R.H. 4, 08 D59,6NED: 1 " =10' .,
CRETE REVISION R.H. 4, 08 R. HERMES RENTON
- DM N:
J. BETNGG oNl l
IUPA
,F X11 ME Ml
G'lar�;�y; ?wilding /Public Woks Dept,
RE \'S'ON BY A`E APP^ .ronwm: sc.'c �cc6DnNC�r
GENERAL:
1. THE CONTRACTOR SHALL PROTECT ALL
PRIVATE AND PUBLIC UTILITIES FROM
DAMAGE WHEN TRENCHING ACROSS OR
BESIDE THESE UTILITIES.
2. PIPE TRENCH SHALL BE IN ACCORDANCE
WITH SECTIONSeANDe.
DT5 DT5
3. EXCAVATION ON SEAHAWK SITE (WEST OF
BNSF R /W) WILL ENCOUNTER EITHER A
SOIL CAP INDICATOR FABRIC OR A 30
MIL MEMBRANE CAP AS SHOWN ON
SECTIONS1 A7 D5
DT5 DT5
CONTRACTOR SHALL EXPOSE CAP
MATERIAL(S), AND CUT BEFORE
CONTINUING EXCAVATION FOR PIPELINES
OR STRUCTURES.
4. FOR STORMWATER DIVERSION THROUGH
SITE SEE SPECS, SECT 7 -04, AND DWG
C.
5. CONSTRUCTION FENCE LOCATION IS
SUBJECT TO 'CHANGE DURING
CONSTRUCTION AND TC BE COORDINATED'
WITH FNW AND IT'S CONTRACTORS.
6. PERMANENT FENCE LOCATION. TO BE
CONSTRUCTED BY FNW AND LOCATION OF
PERMANENT FENCE WILL BE LEFT OrEN
UNTIL THIS PROJECT IS CONSTRUCTED.
CONTRACTOR IS RESPONSIBLE FOR
COORDINATING WITH FNW'S PERMANENT
FENCE CONTRACTORS ON WHEN AND
WHERE FINAL FENCE LOCATION IS TO BE.
CONSTRUCTED ALONG THE SOUTH ACCESS
ROAD ADJACENT TO THE RAMP.
SW 29 -24 -05
AS - Bulyr
DAiE:
RIPLEY LANE N. STORM SYSTEM IMPROVEMENT PROJECT 3/21/08
itE1D6WN:
4- 36" DIA STORM SEWER PLAN
DPA W ND:
c
SHFE': 7 OF:2O