Plans STOCK PILE LOCATION
SUITABLE MATERIAL FOR REVEGETATION NO CONSTRUCTION
)N I
PLASTIC SHEETING TO PRA o ALONG SW LE
..
. •
)N MEETING — 1 — PLACE HAY BALES AT TOE OF PILE
C1NS "DET 4-4
ow 3' of eubgrade �
In 3' of whom e • I r
i9 or T -180
3 CONSTRUCTION STAGING AREA
e m taste for each bankment — `— EQUIPTMENT MAINTENANCE, FUELING, PORTA— POTTY,
SOUD WASTE AND CONSTRUCTION PARKING AUG 2 `: 2006
9076 CONSTRUCTION PARKING ONSRE ONLY —
OFFSITE ESC f
1 foot �� � )b"
MSHTO T -99 ' CATCH BASIN .INLET PROTECTION :�I ITT nTATC'-- 7�i r 110
An ;:, s CWS
DET 4 24 <TYPICAL>
• 915X 6. I . OFFSITE ESC
■ TM 106 or T -99 I CATC BASIN INLET PROTECTION
q needed I 1 1 1 1 CITY OF TIGARD � WS DET 4 -24 <TYPICAL> 1 os TM 306 1 Z B C i I a 1 i i I C A ..„ — 4. ...... ••• ».�,� I I
8 taste minimum' 1 3500 I I I 11 1 L" ' J 0 5300 T/L 5200
average I I f 1 1 r T/L fitter to: Fo , T/L I
l e 1 1 1 1+ Att*hed ..... ».s.. 1 1 r
- Spat • uI i i 1 Permit Number:.. . - - .. — .t .
sidewalk) 1 1 II Addr 4,•_,i'/_►i�i ' - EDI FENCE
90�
II 1 - 1 I I . �,� WS DET 4 -1 6
1 1. 1 I I •
1 0 I I
LON( P/L
1
90� 1 I I
95% I I(1 1 I I •
T -99 I I I 1 L J •
85lf I I 1? - I -
SO
1 I IY 1 •
- — — -
I � • I :1.90 I %
econd at right 1 ;1 1Q `' -
stain teat density. i t I . , ,' „J
BC I I Iz CAT' N
0 III I� -F ,' INLET P' OTC V
1 I Iv I , -... .•. ,
.
11F+ ., 184.00 � . ' EMOV • . 3.30 map ;`. r I 1 � `�' 4' EXIST.
EXIST. .�,. 1 I 1 i I PUMPHSE. '� S I I ILLii �r ` ; ` I 1 I'z I � S.D Ad dif
r I II 77 .'I • - STORM - D ! !GE_EAS ME- .175.4-0 • •
y --_ r /- - - , - ) :► - • � - F Fa 84 90 _ - - - •
•
. . Ate CIN1</
-- I I oo
A 1 ? IG _ P(�I _ . ... �. ~. -I � 0` ^ry ..
•T+ I FF.178,41 •
'`� "
•
. - — FF.1; .90 I /
O 0..178.0 -- -- �._._.
•
IPACIF C ENGINEERING, INC. 1 j I - ;. 0 FINN. 76. •
WALLS .. I � 1 0 1 ll
.; .:mot ; FA 76 Lam.. --_. • �_ _..__— _•___. .,_._— .---• ._..----- •-- ..�.- -Y-. —
� ., I I ��� .` T o W.1 aa•o
M. . OW.177.0
I 1
) TO TOR OF' I 1
ADJUST DEPTHS 1 ! I . •
:SIGN DETAIL BY I 1 11 CATCH BASIN T L 4300
AREAS WHERE THE 1 i 1 1 I INLET PROTECTIO L 4200 I /
ICTED. ALONG ( CWS DET 4 -25 SEDIMENT FENCE
ST WALL 1 Z B G 1 1 1,
CWS DET 4 -16
ALONG P/L
EARTHWORK SUMMARY - CONTRACTOR TO VERIFY
"`� ESTIMATED VOLUMES (NEAT LINE)
. Cubic Yards
RIPPED. STRIPPING (Neat line)
IRGANICS. STRIPPING (6- inches deep over cut/61I areas) 4,409 T/L 4400
HALL BE HAULED SALVAGE 20"% 882
^UT it1RE -AS -ARE TO - - COMMON - EXCAVATION -
)RM A GENTLE SLOPE 12,510
HIS SLOPE SHALL BE SITE GRADING TO TOP OF CURB
ROM EROSION. STREET CORE —
,LL OF THE LOTS
R THROUGH THE CURB WALL EXCAVATION 212
13,688
TOTAL - COMMON EXCAVATION
i
DRAIN INTO THE : r •
SHALL DIRECT THE UTILITY EXCAVATION (Depth Measured From Subgrade) ,, , -,
81A4N RI3GIC. ESC.'
SANITAR SEWER 2,899
\LONG EACH SIDE . 3 °2
•
2,]47
0 MANAGE THE STORM SEWER
orcm Aun nur noADFD •. .. .n.',"„7lsn V 0 379