HomeMy WebLinkAboutPlan, Tentative APPLICANT 9/15/2014paW _L
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SOUTH 2ND STREET
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10
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-8
.......... 482.31
. ......... . ....... --- - -------- - - -
483,25
. ...... 48412 FIRE HYDRANT
.... ......... . . .
Nt! IV
INSTALL NEW
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rpt
481256- -----
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3 ;6" .... ...... -- -----
4 4
-00
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4bl .1
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1\0
�X,
06
CN
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1
uk
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RELOCATE,.,__.90
, NQ OUTLET" SIG'N
POWERt Cok'o,
. ........ . 010 - --------- ",,SIDEWALK - ------
CARD ------ ----
Boy-
RFAnFR ARD READER
.... ........
'7o
. ........ 4' PEDESTRIANI GATE
N N W SPACE
..............
1 9.5
SLOP TO NEW ROAD
C -URB TYP
VICINITY MAP IE! 477.00 6 x6" EXT. CONC
N
T
INSTALL NEW AUTOMATIC8 0
CULVERT
CANTILEVER GATE .30 ,
IE 478.00
W/ CARD READER
A
.80
40 Z.?JU
48
83 s" 8
4
487.80
CHECK DAM @ 10,
SPACING
(TYP).
t - ` O ,.'' 8 oo
479.70 483.00
4 .00
480.7 486-00 "l-
... ... ........ .. 4
4
............ L
,.._..
.... . ......
481.00
t ,i A
\41S2� 2-
8 00_`�`_' 3 44., � 8 4.'
O 4
11, 01
488,00,
489S
53 LF
8' WIDE BIO-SWALE 8 S 40 PVC
C)
C)
T_
... .... ........
COLLECTOR CATCH BASIN (CAPACITY, 0.85
IMATE .........
17
CFS)
472,00,,,,�
.... . ........
.. .........
5. BIOSWALE CONSTRUCTION SPECIFICATIONS: 4
i 1�41
L ION 77.00
•
NATU-RAL GAS_,
77.76
LENGTH.- 54 -FEET . .......
SIDE SLOPES: 3:1
... . . ......
76.00
..... .....
SCOPE •- 0.01 476.00 -METER
DEPTH'. --,-,,l FT .90
6. PAVING SECTION:
476. -----C,U.RE3 CUT
5 -INCHES ASPHALT
INSTALL 150 FEET OF
oo,�
12 -INCHES 3 BA S E 4 SILT FENCE DURING
4(�� v 7 v EXISTING
ez
CONSTRUCTION AND
7. ESTIMATED CUT/FILL RESEARCH AND DEVELOPMENT
1&-4-72.Ci ....... . ..
IE 473.0
EXCAVATION 300 CY PEMOY ON IE 473-00
BUILDING
FILL 800 CY COMPLETIO-N.-,'.... 474,75. NATURA
-79 f):
. ....... 54 1"0 SCH 40 PVC ------ 0- PAC LIN A
N
CASTLEWALL HD RETAINING
WALL SYSTEM BLOCKS BY
OLDCASTLE PRECAST OF
WILSONVILLE, OREGON oy
OR EQUAL
N
TREES TO -
REM AI,N-,.,,/
........... .
REMOVE,
--------- --
EXISTING
FENCE
REMOVE
EXISTING
STUMP
REMOVE
EXISTING
STUMPS
... .............
\LL NEW CHAIN LINK FEN QE -------
REMOVE AND RELOCATE MAN GATE
AND TRUCK GATE TO ACCOMODATE
W ...... RETAINING WALL
XJ...........
...... ...... ...... ..
VALVE
..........
cil
co
00
2
473.30
. . ..... 473.50
EXISTING, ....... .....
TRANSFORMER SFORMER 00
S C01 T,
!PIPE ,GIBSON STEEL BASIN
NEW 6 0 50
EXISTING TOG EL -474.6
SAND __ LLARD�OUILUINU COLLECTOR CATCH BASIN
5) PLACES
W/FLOGUARD FILTER INSERT AND
REPLACEABLE WOVEN POUCHES
...........
liiiil I I � I A g
"1111 1 Im
EXISTING CATCH BASIN
INSTALL ADS FLEXSTORM
FILTER
MODEL 62LSQ
51 LF SCH 40 PVC
SAWCUT REPAIR ASPHALT AS REQUIRED
IE 469.00* ......................
250 1i ." TRANSITE FORCE MAIN
CONTRA,. FOR TO EXCAVATE TRENCH TO EXPOSE
EXISTIN FORCEMAIN, INSTALL 61) SCH 40 PVC,
AND BA !KFILL TRENCH USING PEA GRAVEL BEDDING
FROM B TTOM OF TRENCH UP TO 1 -FOOT ABOVE
CROWN F NEW PIPE. LOCATION OF EXISTING FORCEMAIN
IS BASE'.) ON RECORD DRAWINGS AND IS APPROXIMATE.
. .........
ISSUED FOR iii
PERMIT
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