HomeMy WebLinkAboutNC0086398_Fax_20020618un-18-02 07:30:.
Irotwt Of 2ibcrbtcn
'Public. Worksebepartment
151 lEobacco ?tberbeen, R.C. 98315
-phone,* 910-944-7012
fax P=910-944-0540
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Cotnmente:
late:
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TONY ROBERTSON. Tome Min
NANCY M. MATTH
EWB, TowN Cum
RICKIE MONROE; Pub 10 Works OkMa
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Jun-18-02 07:30
4
MS ON OP er '16 41.121E;
MI
it.ta
)RARY DIVERSION
.1c SWALE
PICNIC
SHELTER
SF
TEMPORARY SEDIMENT
TRAP 32'x16x3.
WEIR LENGTH = 4'
DIST. AREA = 0.55 Ac ±
TOTAL AREA -.0.75 Ac ±
r
JAMESTOWN ENGINE
CONSULTING
11 V, EAST. M
J') P.O. 8
JAM:v.51'0W
Telepone (91
TOP EL. = 326.
ToP EL. = 326.9
P 02
CONTRACTOR SHALL REMOVE
EXISTING BLOCK WALL (PRE --CAST
CONCRETE WING WALLS TO REMAI'
AND PROVIDE "KEYSTONE" TWE
MODULAR BLOCK RETAINING WALL
SYSTEM TO MATCH NEW SLPOES
(SEE NOTE 2).
RESCUE BUILDING
INC GROUP,
GINEERS
STREET
5
27282
65523
INC:.
RD/
Jun-18-02 07:31
\ Al'AI4Hbi_i,, 1
SF
CO
TBM CHISEL MARK
SLAB OF BOOSTER
EL. — 334.01
I;
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1-
re)
\ i;
ON CORNER
P,OMP STATION
cJ
COMBINATION HORIZONTAL
BLANKET AND TOE DRAIN
(SEE DETAIL SHEET 6 AND
SPECIFICATIONS
\.) SLOPE PROTECTION (SEE SHEET !No: 3)
• =,),)5::.-1
P .63
•
Jun-18-02 07:31
NCDOT No. 2 .
DRAINAGE SAND
)00
3 0
.;•'''.••••••• •".•
•
ELEV. (VARIES)
r'
•
ei • ' • ....!!!•;
6S0R35
PERFORATED DRAW1
PIPE WITH FILTER
SOCK
GRADED GRAAL.•;ENVELOPE
SIZED IN ACCORDANCE WITH
PERFORATIONS DRAIN PIPE
,27
VITH DRAINAGE BLANKET DETAIL
NOT TO SCALE
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Jun-18-02 07 : 32
P 05
ORIGINAL
AAr/v."-GRADE
38'•
•
GEO-GRID k/ATRIX FABRIC/r,
SLOP PROTECTION ON !•;•,
NEW GRADE
APPR,OXIMATE LOCATION ' • -
OF PRE,-APPROWD
EMBANKMENT F/LL
VARIES •
•
(SEE DAM SECTIONS)
PAIN. ir NCOOT.-
No • 2 DRAINAGE SAND
-I;
ENTIRE DRAINAGE BLANKET AND
TOE DRAIN TO BE WRAPPED IN
FILTER FABRIC WITH EQUIVALENT
OPENING SIZE (EOS) CO41pATABLE
WITH EMBANKMENT FILL
(SEE SPECIFICATIONS)
TOE DRAIN. VilPri
PATTEPQ
I. .
•
PVPAIIRT EROSION 1.
01,13 ppPROAELI EQuAt) AND
TOP, ..AND BAr
og ',.50_49 :AREA pRio41
msuti.u.ATION.,AND AGAIN sAF
D'ASTAtIATICN.., ONCE INSTAL
ccoc•Fm.,, COvER vim S.
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