SW8011005_Approved Plans_20020319

_ -- 1 Project No.
-
- i
I N.C.G.S. MONUMENT"FREEMAN" o _
- /I I SPC 83 ►-
- E / 1 N=115,604.4243 1 z
_____ - T - - I / I / E=2,333,429.5162 J a N
I M / I SCALE FACTOR=1.0000860 ` p`t ADate
_ - - - c+5 ELEV=20.64 \ _
:E_SS/E_G_RESS__ACCE_FE77_,ENT
IT�I I
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- _ _ _ - - - 25' INEEp gOOK 1415 PA - I I I I 1 1 ® N w E Drawn
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- R. PASSMORE & C w I I I I
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GRAHAM G. HAWARD & wife, -�`y
• LILLIAN M. HARWARD METAL METAL BUILDING / -�1/ = CONC._; \ \ �� \5DOGwooj I I� I °¢
STORAGE b SCAB { 240AK O , _ N 98.6207 II / `` o 003
DB 0887 PG 0764 WALL // I I `�--� - NP _ • I E33354.273 ' I I T
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// CONCRETE 18o ` I I I i / NOT TO SCALE
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\ \- // / 20 - 4 / / 5' W 14OAK Zb� 12OAK a \ I /
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b I 1 I I SURVEY REFERENCE
_ � ,� 164.58' 12 OAK \ \ Srv''wD 14 OAK ( a 14 OAK \ �' I I
1.0 II MAP BOOK 37 PAGE 322
_ -- \ � 7 °47'20"E 100AK \ \ 0 480AK O\ \ a 1soaK 1 O 1
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DEED BOOK 2323 PAGE 663
_ 1 \ I 12 OAK I
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/ II 1 / / \ I 1 I 140AK < FRAME I I I I / Obl I I fr O O
��/ 140AK i STORAGE 26/ 12 / f i, I I �' I I L3 NOTES: U CO O
/ Ill 0 / / \ I I I 1.1 I y 1 1 WN •
/ N 1 I I \ \ / ry,_1 IJI I 1. ALL BEARINGS ARE RELATIVE TO NC GRID f� c
ggrr�� A� -1 j 1 7N.O.F. I Il '*K21- 14OAK \ 1 wI HOUSE ` �/ / o I / I ` NAD 83. to
■'� _ CO
CAROL A. SWENSON ____ OAK 140AK 1 I \ J / I ° I� I ' 2. ALL DISTANCES ARE GROUND HORIZONTAL s� p CO
I I UNLESS OTHERWISE NOTED. �-
DB 1224 PG 0914 I //' S.
120AK 140AK \
CLUSTER \ \ / au \ \ 123.7 I ,� I I vr o 1 / // 300AK '+�F _ IIIII 0-.4
3. AREA BY COORDINATE METHOD. 2.15 ACRES+/- U
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14 ( X X X r 0 QI I ( I ' / I 4. THIS PARCEL IS LOCATED .c Q
°� __i`,i 80AK 140AK 280 K ) ) 1so a / IN ZONE C I`
I ,2�AK�- 18 OAK a \ N ._✓�}!� `� 'I4 OAK \ / 28 OAK` METAL "----
/ �� I I! )! W II I ■
III 1 I I ( ( b a� i 'OAK / I r1 \ , STORAGE ' FI I I I Q FIRM COMMUNITY PANEL �� �o
1 / ' K -----
0 \ a 1 N b CHAIN LINK \ I y II I I U DATED:APRIL 15, 1986 -�
I It, 11 I I I IaoAK 3ooAK 2 G� 6 FENCE\/ /41 I I I ' I
r \ �2UOAK 480AK - / N I I / 5. THIS LOT IS SUBJECT TO ALL UTILITY .0 I
\ // / 1\AK / s \ by T- I I I EASEMENTS, RESTRICTIONS, OR 0
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I - w1� I ) [ 36OAK / h / _-24- - V I I I I I COVENANTS OF RECORD. Cl)
/1 1 �� ' c[ / I I I 6. SOURCE OF VERTICAL DATUM IS
/ / )\\\� I ,2oAK 360AK ° 7 1-STORY 1 I I CU
�.lJ ��,t �\ ° FRAME DWELLIN �2�-� I NCGS"FREEMAN" ELEVATION 20.64'
J (MEAN SEA LEVEL). ■
/// / / 16 AK \ 54.4' I I / I =
/ b Mt OAK �� l
140AK / p I 7. COMBINED GRID FACTOR 1.000003434 �
/ // / 1` v / i \Qt,p 22CEDAR is I I I00
( I I I I i I I 8. ALL COORDINATES SHOWN ARE N.C. N
GRID SYSTEM (SPC-83).
/ I / 16 OAK -- _ - _ b V r If ,, N 11 273.3566 1 I ( )
( I I ( E 2 33'306.4535 I �, Q C :60
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A FREEMAN DISION I LEGEND
I 0 = EXIST. CONC. MONUMENT 1 -
MAP BOOK 37 PAGE 322 I I I� I I I �
I TRACT 1 II I I O = EXISTING IRON ROD
N.O.F. I I TIiI I 0 = EXISTING IRON PIPE
I JIMMY O. JOHNSON I I I =CENTERLINE OF ROAD
DB 2323 PG 0661 I I 1 `� = POWER POLEWil
I I I I fI I OHP =OVER HEAD POWER
M -
T- 1 I A =GRID MONUMENT
I N I = EXISTING AXLE
up I
I I > = LIGHT POLE
SB I = SOUTHERN BELL UTILITY BOX
I j e =TREES
I Q 48 OAK=48 INCH OAK (TYP.) THIS SHEET
I I I +� ® = MAIL BOX
I i-n I O 25 =CONTOUR ELEVATION FOR
INFORMATION TAKEN FROM A TOPOGRAPHICAL& BOUNDARY L 30.0 I o - = EXISTING CONTOUR INFORMATION
I SURVEY FOR NEW HANOVER COUNTY FIRE SERVICES BY I I - I _ ONLY
STOCKS LAND SURVEYING DATED:OCTOBER 19th 2000. I m
O
tn I N APPROVED
NORTH CAROUNA ENVIRONMENTAI.
MANAGEMENT COMMISSION
WATER AND SEWER INFORMATION TAKEN FROM A PI I
MAP CREATED BY JOSEPH S. HILL, JR. AND I DIVISION OF WATER QUALITY
ASSOCIATES FOR THE NEW HANOVER CO. WATER Ot o - I I l /L1r4/�' 2�Z � JQ 2002
AND SEWER DISTRICT. (DATED JUNE 1994) I I I DWC� Z
RaJ -Stv3 �l /v�5 O Z
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- OCTOBER 19, 2000 2.15 A + p�O Z Z
I I N.C.G.5. MONUMEP, "HI-BRIDGE" C•- W ._pC Z Z
_ - - SPC : 30 0 15 30 60 O I-w
c DIVE N _ - I E=2,333,209C6779 z -E z U
_SOU_ N D S I D_G D rl _ SCALE FACTOR= .0000884 _ Q.Lo g
LIC RNA►) I I 1 INCH =30 FEET J 7A _ Z
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c 'ROJECTMANAGER DRAWING SCALE RELEASERFOR DATE
M.A.G. 1"=30' ��
pk_ WILMINGTON,NC 28403
DRAWN BY PROJECT DATE [phone] APPROVALS
S.B.G. FEB-01 NW DICKSON BIDDING sheet 2.10
APPROVED BY PROJECT NUMBER Asheville,NC Columbia,SC
1012000 Enineers•Planners • Surveyors Atlanta,GA Hickory,NC CONSTRUCTION
FILE NAME PLOT DATE LLrdscape Architects Boca Raton,FL Raleigh,NC
EXISTING 1 OCT 01 Charlotte,NC Wilmington,NC RECORD DWG.

Project No.
N.U.I .-
CAROL A. SWENSON — 950
DB 1224 PG 0914
Date
- 10/01/01
Drawn
4.00' Checked
Revisions
0
0
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/ / H.C. RAMP
_ _ _ _ _ _ _ _ \ LLI
25' INGRESS/EGESS ACCESS EASEMENT/� BENCHMARK � cc a
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DEED BOOK 1415 PAGE 1011 / NCGS MONUMENT'/ / ��o\� 00
/ / — _ ELEV _ 20.64— /— N / 0—
// N.O.F. WARREN R. PASSMOE & wife, / N.O.F. ' / -' / r
/ WILLIE GRACE PASSMORE / SAME ANN GUDE�IAN ,�� / /
/ DB 1415 PG 1011 / Da 2273 PG 0522 �, NN II / SIDEWALK CONNECTION
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-� I LILLIAN M. HANARD
FREEMAN DIVISION zw �I 1
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MAP BOOK 37 PAGE 322 �/
_ TRACT 1 /
N.O.F. il I o�^�R%r"tI"CAO"#t�r
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/ I NOTE: BOUNDARY FURBISHED BY STOCKS LAND SURVEYING, 19-OCT-2000. z Q
I EV. NO. 3 POND REVISION & DRIVE REVISION 01/03/02 f- W
0, I EV. NO. 2 OWNER REVISION TO DRIVEWAY 10/08/01 Li.
00 I I / EV. NO. 1 WIDEN FRONT AND REAR GARAGE DRIVES 10/25/01
4ii PROJECT MANAGER DRAWING SCALE RELEASED FOR DATE
909 MARKET STREET
M.A.G. 1" = 30' p i k_ ' WILMINGTON, NC 28401
DRAWN BY PROJECT DATE [phone] APPROVALS ... _..r.. ,I
S.B.G. FEB-01 ©ICKSDF'J 2"20
p APPROVED BY PROJECT NUMBER BIDDING sheet
M.N.H. 1012000 Asheville, NC Columbia, SC
Engineers•Planners • Surveyors Atlanta, GA Hickory, NC CONSTRUCTION
I1 FILE NAME PLOT DATE Landscape Architects Charlotte, NC Raleigh, NC
3 `AYOUT 1-OCT-01 Wilmington, NC RECORp DWG.

Project No.
950
Date
WE HEREBY CERTIFY THAT WE ARE THE CURRENT OWNER OF THE PROPERTY AND THAT UPON I HEREBY CERTIFY THAT PLAN HAS BEEN PREPARED IN
RECEIPT OF "AUTHORIZATION-TO-CONSTRUCT" ANY CLEARING, GRADING, CONSTRUCTION OR I HEREBYN EE WITH NE THISSP NEW HANOVERBEN COUNTY ORDINANCES 1 Q/Q1/Q1
DEVELOPMENT, WILL BE PERFORMED IN ACCORDANCE WIN THIS PLAN AND THAT THE AND STORM WATER DESIGN MANUAL.
APPLICABLE ORDINANCES AND RULES OF NEW HANOVER COUNTY, THE STATE OF NORTH Drawn
CAROLINA AND NE FEDERAL GOVERNMENT AND ITS AGENCIES WHICH ARE HEREBY MADE PART
OF THIS PLAN. AS THE OWNER, WE ACCEPT FULL RESPONSIBILITY FOR THE CONSTRUCTION SIGNATURE:
AND OPERATION AND MAINTENANCE OF THE PROPOSED FACILITIES. WE WILL NOT ATTEMPT TO
' TRANSFER THIS RESPONSIBILITY WITHOUT THE WRITTEN AUTHORIZATION OF NEW HANOVER PRINTED NAME AND TITLE: Checked
COUNTY.
SIGNATURE: DATE:
RevisionsPRINTED NAME AND TITLE: REGISTRATION NUMBER:
DATE:
O/
/ Q /
/ BENCHMARK /
NCGS MONUMENT/
/ ELEV = 20.6471/-----/ /
/ 'i r ,Ir ,
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/ /
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DROP INLET /
RIM = 23.60 DROP INLET J �; / Co C T
F INV = 18.19 b TG - 22.10 20'TRANSITION 1 I , � r CV
f O PROPOSED SILT FENC TO INVERTED/ / ( 53ti
b I INV = 18.70 > +c�t�r
/ / SECTION / l i - v
PROPOSED SILT FENCE / - l
to
/ i LIMITS OF DISTURBANCE
x
1
DISTURBANCE_
z
ITS OF ._,,, _
LlM P 2
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„_ „� .,, DRAINAGE BOU �; bail32.
._
�' F.E.S. �d.'1 s 2 ,.c x
ri 8 BERM �' *��� ► �,. , o
��� �" " ? PROP ED CONSTRUC ION ENTRANCE 0 p ® � c
,, ® mrt.,
, 18" RCP F.E.S. - WALL TOP=26.5 `�'`��! ,_ s.___ ,
m
18" L = 17.00 INLET PROTECTI• •, YP-► - - =- - - - � ':' ��:'-���1.�., 1 :-
EMERGENCY SPILLWAY ! 16 ♦ r1;10 LF •`CL III RCP@1,46%. !s��yi .�� �!!����� i C\/ q�15 °x' %�'! !:®Pt�rryEll��.��•••� Cu d` -+-)'► [� )))
P• R 1 0 ♦ '�"r! legs i al ���.!e 2
FG 19.5 ,,, �oLlt FG 24.80 T„ FG22:9 �!� E
CIIL
•.+ ♦ �� Cyr t�
arim.
T c J i Q' I • •POSED SIT FENCE E CU U
F.E.S. N0. 2 .--- F:, .`� m m ♦ @�) 17725.00 _- '.50 I U dis
.,F� i V
18" RCP F.E.S. ` 19 ♦ \¢GF' 1.i. .+r / Mt,aa a, �N,
1B" FL -- 15.89 !
b .20 y TP 23.10 ♦ N Gam\\ TP 24.00i �g% � ( ,rb N j DWQ - v
„ LIIII � . � 0 10' RIP-RAP PROTECTION ' ° a ,`r� �' ( a � � 3 !� -I �Tt0,3 # SDI fC7C��j � ._
25' 18 C v
RCP 0.45% SEE DETAIL THIS SHEET ` ♦ A O --� v
C32 AC 1 ' / Q C1� '<
b 55' 18" CLIII ~ o I m /'
A
r
7 t b RCP @ 0.44% b.> I� DROP IN T N "l vi o /O 'oa a-,r 0
•
OUTLET/WEIR STRUCTURE ;n �? ,
TG=21.•;0. a_ _ PROPOSED r co ' O
CONC. WHEEL STOP 18" RC. FL=17.24, o ,n �{7P 24.00 1 a O
15" RCP FL 4 FIRE STATION _K - o 'c
J i N N ;�, _ cTW �-, ,I 2 , ; ' ' LEGEND CJ• I , : t ?� a W /1..Li
/ J m
y
F- E.F.E. = 25.50 14' 24 I Z ;/ J
I y o v F TP a3.75 w = PROPOSED DRAINAGE AREA �'-
1 i i j ( + t, 0 {TP 22.5+ DROP II LET f �' Q A -F---� O-- va��p•o
,� 8 AC
i TG = 23.'5 ' ' / PROPOSED AREA IN ACRES o ccNI too CO Lo in
t M _ 76' - l , 2
,, T P •
22.70 N INV = 19 i 8 i 2 ® 02) v do0.•o0
s, s �, �'� PROP. 6"_ TP 2545 3s,, �. v�j i� / = EXISTING CONTOUR • v o
i CURE r �•. x , i • C �•-� � N 0 r,.
-• 10.0' --= iCB ` I TP 22.90 r� • Q4 oI ; �� 2 / U `'2 = PROPOSED FINISHED CONTOUR (.L • 0 id
I 3 AC `, 4 / N N 40' - 15"CMP ! , j J = EXISIING TREE TO BE PRESERVED C J cn cn m Q o
` , a a SLOT DRAIN i
��� l' TP 3.63 F- 16 OAK = (SIZE at TYPE)
�!' 0.5 0ti T AREA TO REMAIN NAT��AL' r ��'�4esp ( TG =22.$0� i JUNCTION BOX
`r_ �i. �j���C�.��j������ O� tiT1 =-
i
= PROPOSED CURBING
c �, 4/ TP 25 45 t U RIM = 7.40�f r -ii, 1 x Q 15" CMFL = 21.00
TP 23.90 t .D.RAl1.h4G€-BOUND 'rI TP 22.7��' 15' RCFL = 19.33 _ PROPOSED PAVEMENT
6" THICK CLASS 'B' RIP-RAP , , ' '
! -_,.... ---x ---- n X - I x x = PROPOSED SILT FENCE
LIMITS OF DISTURBANCE - /
pA_/♦ ,// \\, b LI
= PROPOSED INLET PROTECTION
FOREBAY RIP RAP WIIILil
1
SCALE tigG�eO �''� •'' , PROPOSED SILT FENCE = PROPOSED OMITS OF DISTURBANCE .tae4!+' le.
NOT TO �//�� i' - / SLOT DRA TO BE INSTALLED PER ,�,. ° y`oe,,,
�R)' �'' , MANUFA• URER'S RECOMENDATIONS e� •, , »,
�'', . TP 22.75 = PROPOSED TOP OF PAVEMENT +�_' a , let
4.,
�' . qp
TC 22.75 = PROPOSED TOP OF CURB b tQ, SEAL •Fell i
r
4z_
�N.1 TW 22.75 - PROPOSED TOP OF WALK %q1" ," I rvi�v tp� �Y,'i
GALVANIZED BAR GRATING 1" x 1/8 BEARING BARS, i �/
TO 22.75 = PROPOSED TOP OF GRATE rd /CPPePPPPceoo i���..
FASTEN WITH ZECUPS, ATTACH . A 1 1/4" x 1 1/4"TO x 1/4"
GALVANIZED ANGLE FRAME. MORT
OR FRAME TO TOP OF 1 �`•,,�pLAS N gee
OUTLET ST
RUCTURE j FG 22.75 = PROPOSED FlNISHED GRADE `��''�"�u<<
2' x 2' BOX 3:1 SIDESLOPE LITTORAL SHELF / / ; '
FLOOD POOL = 19.40 1 PLANTED WITH CATTALES MIN. TOP OF BANK 20.00 = PROPOSED SHEET FLOW
MIN. TOP OF BANK 20.00 10 FT \\�\� f 1
. %\ i.
/j \ i ++ = PROPOSED DRAINAGE BOUNDARY
- /
REINFORCED CONCRETE BOX f \\\j\/\\ BERM 1-INCH STORAGE EL = 18.0 s \�\/ //
�\�\ !
/\\ \/ CI
" A V. HARDWARE CLOTH " �- \�� NORMAL POOL EL = 17.0 �� �� IMPORTANT NOTE! z Z Z
/ NORMAL POOL EL 17.0 \
1/2 G L 12 ORIFICE 1 \\/,\\ ��,�ain' 6" RIP-RAP x 10' LONG / \\\\� I T Z
INV 18.0 �\/\ •
.� �\ -o:; 0,� / \\\, \\ / ALL NOTES APPLY TO ALL DRAWINGS AND ALL TRADES. Q
OUTLET CONTROL PIPE 18" \! 3:1 SIDESLOPE SM0, - \ .Pay, \/ \ \\, IT IS THE RESPONSIBILITY OF ALL CONTRACTORS AND
PVC PIPE CULVERT \\/\\\ //\•A !�/ \/\\/ \ /\� \\��\ \ i TRADES TO CDINATE THE INSTALLATION OF THEIR WORK Q
\\�\ /\\-\ \\\-\ 3:1 SIDESLOPE \%\\ AND RADESSETIREQOREMONTSBOFATHEOTIIER CONTRACTORS 0 (��
/�\ \ //\\ \\ /� /\j\ 6:1 SIDESLOPE U U t/
NORMAL POOL = 17,00 / \ \�\ / // DRAWINGS, G:OTTNAmOATELADNRHRL
AL REQUIREMENTS AND ALL ITEMS OF W Q
\/\ /\\\! \�\ \\\' THE CONTRA OCUMENTSAREEQUALLYBINDINGONALLLZ p Z z L�
g" • ��\/\\/ FORE BAY ,,\\,. \/ /\ / REOQU RE©OTO IDNTAW DUULL SETS 0 ONHEA CONTRACT > (r O Q
1" DIA. ORIFICE -- \\ / \//�j \\\/ �\j / I DOCUMENTS FOR HIS EMPLOYEES USE ON THE PROJECT TO 0I-W
INVERT 1� FL= 16.00 \ /\/ \\. \i POND BOTTOM EL = 13.0 / \\ Z
6:1 SIDE SLOPE - \/\\ \\/� \/�j\j \\, "\j`�j\j\\/%`.j\/\\� ASSURE THAT ALL WORK IS PROPERLY COORDINATED AND Z Z p
Si i ���* C y3 r is t�r` BOTTOM EL = 15.0 \i\\\�\� \jj\�\\/\\\/\\jam\�\\�\\\j\\��\/;� 30,0. ' ' INSTALLED WITH THE WORK OF OTHER CONTRACTORS AND =a Cr - ® 0
��`�' I WQrn § z (Z�
�.‘`� 6" EXTENDED BASE REV. NO. 4 FOREBAY DIMENSION do LABEL OUTLET STRUCT. 03/07/02 Z L� v
D ' REV, N0. 3 FOND REvISiON �c DRIVE REVISION 01/03/02 W W
WEIR STRUCTURE TYPICAL POND N D SECTION
REV, NO. 2 OWNER REVISION TO DRIVEWAY 10/08/01 = Ca
NOT TO SCALE REV. NO. 1 WIDEN FRONT AND REAR GARAGE DRIVES 10/25/01 I--W < Q
NOT TO SCALE I r 1 p[
I � PROJECT MANAGER DPAAING SCALEI RELEASED FOR DATE
M.A.G. 1" = 30' 909 MARKET STREET r 1 W
DRAAN BY PROJECT DATEpk_, WK
WILMINGTON, NC 284U1 APPROVALS V
I I S.B.G. FEB-01 1111. ®' � [phone]
• 15 3* 60 90 ! APPROVED 97 PROJECT NUMBER BIDDING
I M.N.H. 1012000 Ashevtlle, NC Columbia, SC
Engsneers C. Ftanncrs • Surveyors Atlanta, GA Hickory, NC CONSTRUCTION
SCALE 1"=30 I EILE NAME GGRADING P1-OCT-OCT T DATE Landscape Architects Charlotte, NC Raleigh, NC J
I Wilmington, NC RECORD DWG, sheet 2.30

Project No.
FACE CURB
Date
1'0 SOLID #4 REBAR @ 24"O.C. /HOT TAR SEAL -
•
j 3'-6"
1 � ) DIMENSION e e e BACK CURB/EDGE PAVEMENT Drawn
CONC. PIPE �. V LINE ONLY /3'8"EXPANSION BOARD
#4 REBAR ,/
L A -
II _ 8 -]C-- N. �Cf8" .. PLAN VIEW 12"
X -- X lC �C - -
1 b 24"NO.5 REBAR HINGE 12 Checked
1110° 6"4,000 PSI CONCRETE
t CONC. CONC. t = r I N
r2"
in
PIPE PIPE CONC. CONC. PIPE I CONC. I 1
- PIPE PIPE EXPANSION JOINT Revisions
II II U QM0 6 .15%
o o d
Y.. r .a
9 ° NOT TO SCALE
' d 4 d
dQa
.► 1.00'
PLAN I
WITH COPING REMOVED PIPE ORIENTATION VARIES SEE PLAN 4"WIDE WHITE d PAINTED LINE(TYPICAL) 1 0.75' a..° .4 $"
T/G ELEV (NON-REFLECTIVE) I ° °. 4.
SEE PLAN SECTION X-X 1"RAD.,TYP. • •• 9#4R BAR
2'-6"/ '
GENERAL NOTES: iv o � Z.-5 6"4,000 PSI CONCRETE
lesimumum 1. ALL DROP INLETS OVER 3'-6" IN DEPTH TO BE PROVIDED WITH STEPS 1'-2" HANDICAP SYMBOL DETAIL ° d d '
•, ,• #4 REBAR @ 24"O.C. ^
NA T ON CENTERS. STEPS SHALL BE IN ACCORDANCE W/ STD. 840.66 NOT TO SCALE �� 'g . " --, •..- ".n ^ -.- ,..',
8" I 2. CLASS "B" CONCRETE TO BE USED. . " T ' 4A
El B 3. MORTAR JOINTS ARE 1/2" ± 1/8". 9" \'2.-'
\ �/ \ �_ ■I■ 4. BRICK MASONRY DROP INLET NOT TO E U I
H SED N LOCATIONS SUBJECT TO TRAFFIC. EXTRUDED CURB DETAIL \CONC. CONC. / /•• PIPE PIPE NOT TO SCALE �� \\ /� „....,„/
/\
5. JUMBO BRICK WILL BE PERMITTED. CONCRETE BRICK OR 4" SOLID CONCRETE BLOCKS
. :: INV. MAY BE USED IN LIEU OF HARD COMMON CLAY BRICK. L 12" I I 12" 12"SUBGRADE COMPACTED TO 98%STANDARD
_ '� SEE PLAN PROCTOR MAXIMUM DRY DENSITY.
6. FORMS ARE TO BE USED FOR THE CONSTRUCTION OF THE BOTTOM SLAB. IRESERVED� �RESERVED�
`D •:. ,:• �;' '- : ,.:;.f .; 7. IF REINFORCED CONCRETE PIPE IS SET IN BASE SLAB OF BOX, ADD•'_.,. • •. •....:.: PARKING PARKING
TO BASE AS SHOWN ON STD. 840.00.
SECTION Y-Y 8. FOR 8'-0" IN HEIGHT OR LESS USE 8" WALL. OVER 8'-0" IN HEIGHT USE 7/7/ j��/ CONCRETE PAVEMENT DETAIL
12" WALL TO 6'-0" FROM TOP OF WALL, AND 8" WALL FOR THE REMAINING (7:,j 1a" jiaj1s" NOT TO SCALE
6'-0". QUANITIES TO BE ADJUSTED ACCORDINGLY.9. DROP INLET - NCDOT STD. 840.15i// ��iia���d�/
FRAME & GRATE - NCDOT STD. 840.16 NOTE CONSTRUCTION JOINTS AT TERMINATION OF CONSTRUCTION THAT DAY,
10. STRUCTURE CAN BE PRE-CAST, TO HAVE H-20 LOADING. J „„„ 2 AS REQUIRED. EXPANSION JOINTS EVERY 50'.DUMMY GROOVE JOINTS CO ir%V' CO
° ' V A N -7 3,600 PSIRETE w/6x6-10EOWALK EVERY 20'. DUMMY GROOVE JOINTS TO BE TROWELED IN AFTER CONCRETE *mil
DIMENSIONS AND QUANTITIES PLACEMENT,OR SAW-CUT AFTER CURING.3/8"WIDE, 1/2"DEEP. 0 0
DIMENSIONS OF BOX & PIPE CONC. TOTAL BRICK MASONRY DEDUCTIONS MAXIMUM ACCESSIBLE 9" EXPANSION JOINTS WILL REQUIRE NO.5 REBAR ON 24"CENTERS,24"LONG CO
PIPE SPAN WIDTH HEIGHT IN BASE PER FT. BRICK MIN. FOR ONE PIPE PENALTY 9" 11 r%1, J t 1"CHAMFER ALL JOINTS ARE TO BE HOT TAR SEALED. 0 1f
CO
B A B H (MIN.) C.U. YDS HEIGHT _ COPING H C.M. R.C. / �� .__ LO
12" 3'-0" 2'-0" 2'-8" 0.267 0.313 0.037 0.871 0.020 0.032 �.� 250 J� MAXIMUM d d I
15" 3'-G" 0.976 0.031 0.047 PENALTY 9" = O CO
18" / 3'-5 / / / 1.106 0.044 0.065 0to
250
24" 3'-0" 2'-0" 4'-0" 0.267 0.313 0.037 1.289 0.078 0.113 -AV-. III J� ASPHALT ins v
° . '' '> :'," . :. s 0
icit PAVEMENT-�- - - a 4 d Q L.O 4 w O
•
DROP INLET DETAIL_ 6. o mon
NOTES: �'
NOT TO SCALE \\\\\\\\\\\\\\\\\\\\\\\\ 2"SURFACE COURSE, 1-2 _
1. METAL POST AND ALL HARDWARE SHALL BE GALVANIZED STEEL,ASTM A307.90. - 4 ��
2. POST HOLES SHALL BE FILLED WITH GRANULAR BACKFILL IN 3-INCH TO 4-INCH LIFTS. 4" 8" 41' .0 Li".
THOROUGHLY HAND TAMP EACH LIFT AND CROWN BACKFILL AT TOP TO SHED WATER. / "CRUSHED AGGREGATE BASE COURSE 0
3. CONCRETE FOR FOOTING SHALL BE PORTLAND CEMENT AND HAVE A MINIMUM •/ •/ v �/ / a) 4C13
COMPRESSIVE STRENGTH OF 3000 PSI. /��/��/��//��//��//��//��/��/�//�/�/ CO
4. SIGNS SHALL BE CONSTRUCTED OF ALUMINUM,TYPE 6061-T6 AND IN CONFORMANCE APPLICABLE WERE ADJACENT TO PARKING AREAS � � � � � � � � �/� t \ = 0)
WITH ASTM STD B-209.THICKNESS SHALL BE 0.80 INCHES. \\i� A/\�/\\/\\/\\/\�/\�i\�\/\\/ COMPACTED SUBGRADE w
5. TOP EDGE TREATMENT FILM SHALL BE 3"WIDE,CLEAR AND TRANSPARENT WITH A TURN DOWN SIDEWALK DETAIL (95%STANDARD PROCTOR) arm
SUB-RESISTANT PRESSURE SENSITIVE NON-YELLOWING ADHESIVE,"SKOTCHCAL A0)
TRANSPARENT FILE#639 OR APPROVED EQUAL. NOT TO SCALE �Y
6. REFLECTIVE FACING MATERIAL SHALL BE SCOTCHLITE HIGH INTENSITY,MANUFACTURED O = 1""
BY3M COMPANY ERINGSH APPROVED ODAL. LIGHT DUTY PAVEMENT SECTION 0 C CY)
7. SIGN LETTERING SHALL BE NPS MODIFIED CLARENDON TYPEFACE. UPPERC. E LETTERS (O
SHALL BE 3.75"HEIGHT AND LOWERCASE LETTERS SHALL BE 2.5"HEIGHT WI?H 3.75"
SPACING BETWEEN LINES. NOT TO SCALE CO al •
8- CORNER RADIUS OF SIGNS SHALL BE 2.5"
9. ARROWS SHALL BE 5.625"LONG BY 3.75"HIGH.
■ C CD
fr 0 C>D
HANDICAP SIGN DETAIL aima3
•
CD co
NOT TO SCALE fr 2" SURFACE COURSE, 1-2
{+ Q
` •• 2" H-BINDER CD N-
" CRUSHED AGGREGATE BASE COURSE f0
�%A�%A�%A�%\�%,/\ A A.. /\,\/-. COMPACTED SUBGRADE
1/8"
RAD. 1/8" I I (95% STANDARD PROCTOR)
d
in* 0
• d 4"
HEAVY DUTY PAVEMENT SECTION
NOT TO SCALE
1/2"JOINT 1/8"RADIUS,TYP.
EXPANSION JOINTSEALER DUMMY GROOVE r+++�°4�H�CARp�;f.s
. CONTRACTION JOINT �,� •. ,914,
,��� FORMED HOLE FOR #4 REINFORCING BAR WITH VARIES 3600 PSI
IP
A #G .
2' MIN. LENGTH (TYP. EA. PARKING CHOCKS I 1/4"PER FT. 1 CONCRETE S 74` 1,,,
DRIVE REBAR FLUSH WITH TOP OF CHOCK.
6 � STANDARD PRECAST CONCRETE PARKING CHOCK � r��"'N�L AS ``+
(PER SPACE) SET 3' FROM EDGE OF PAVEMENT. SECTION VIEW
1/2"EXPANSION JOINT-MAX.50'O.C. 17'
&BETWEEN STRUCTURES AN.
.� PARKING STRIPE z
h 5' Z I- (!)
I SIDEWALK I D Q
PARKING CHOCK DETAIL GROOVED CONTRACTION + + 4f-++ 0 ; ,�
NOT TO SCALE- JOINT 5'-0" ++ $++ + +'+++ \�\ ��% \i\,Y\\-\\\\\i\ a LLI Q Z �-"
"\,/\j A 12:1 MAX. W C W
PLAN VIEW ��\� PAVEMENT CURB ZO CO
CONCRETE WALK DE TALL SECTION A-A Z Z> CD (5
NOT TO SCALE _ L z
WHEELCHAIR RAMP LDROP CURB)
NOT TO SCALE Q
z Cr
W 0-
Wa
= W
I- LL.
PROJECT MANAGER DRAWING SCALE RELEASED FOR DATE
M.A.G. AS NOTED 909 MARKET STREET
ft WKWILMINGTON, NC 28403
DRAWN BY PROJECT DATE [phone] APPROVALS
S.B.G. FEB-01 11. DICKSON sheet 2.61
APPROVED BY PROJECT NUMBER BIDDING
M.N.H. 1012000 Asheville, NC Columbia, SC
Engineers•Planners • Surveyors Atlanta, GA Hickory, NC CONSTRUCTION
FILE NAME PLOT DATE Landscape Architects Boca Raton, FL Raleigh, NC
DE
TAILS 1-OCT-01 Charlotte, NC Wilmington, NC RECORD DWG.
J

Project No.
SEEDING SCHEDULE
A ,-.4: � PIPE DIA. PERMANENT - - -_
..*�d1ima�p�.ig I� ,�4 V 1.ALL DISTURBED AREAS DUE TO CONSTRUCTION AND ANY SEVERLY ERODED AREAS SHALL BE STABILIZED WITH A Date
tosri�� kitrOt ' r;R�, ` al\K--- gRlge�e PERMANENT GRASS COVER.THE SEED SPECIES SHALL BE SELECTED BASED ON THE TYPE OF SOIL PRESENT,SEASONAL -
t�i �, CONDITIONS AND OTHER CONSIDERATIONS.AS AN ALTERNATIVE,THE CONTRACTOR MAY USE METHODS AND
1. 1 ~064 �P`,t ilb4l •�� 1` SCHEDULES SHOWN BELOW;HOWEVER, IT IS RECOMMENDED THAT A SPECIALIST BE CONSULTED WITH ATTENTION
4l ►� 16 GIVEN TO SITE SPECIFIC CONDITIONS. Drawn
041.1".
,!. ,w,,`', 4`,4=►- ��% W A.CULTIVATE AREA TO A DEPTH OF 5".
1,42:014#11
� ��,!� � : �-� B.APPLY AGRICULTURAL LIME AT THE RATE OF 4000 LBS.PER ACRE.
"����1' / /'�� C.APPLY 10-20-20 COMMERCIAL FERTILIZER AT THE RATE OF 500 LBS PER ACRE. Checked
�, '� „041��, E' ��,`�, ��r �-'`/ D.SOW GRASS SEEDS AT THE FOLLOWING RATES:
��.�,��i� 0r 4� �� �; �� *�� ....•/ll ,, R I P RAP
\fit 4,.�`'�� 6.0.4 0 0 �` e ��
do - PIPE DIA r��,`��t�j �. � �, �.�\ 4...„%iiiii:,,. DRY SOILS (APRIL- SEPTEMBER) Revisions
La = APRON LENGTH �1 ��_��i. �Ar .•••y, ��, �� .S KIND RATE PER ACRE
W = APRON WIDTH • '� �• 4 • �• `� �V
�` ��A BERMUDA GRASS 30 LBS.
3 X PIPE MIN ww� tSS'�f O `���. Will, `- �4'4'.
d = APRON DEPTH PLAN � �+ ' �• *4..:. KOBE LESPEDEZA 20 LBS
:••�� �' ',���•,�,ri�,• •.:. GERMAN MILLET 25 LBS.
TYPICAL CONC. - � - ��Wy 4111,10k:........ FILTER FABRIC
FLARED END �� E.MULCH WITH STRAW AT THE RATE OF 3250 TO 4350 LBS PER ACRE.
SECTION F.ANCHOR STRAW WITH ASPHALT EMULSION TACK COAT APPLIED AT THE RATE
OF 300 GALLONS PER ACRE.
TEMPORARY
maub ISOMETRIC VIEW
La 2.WHERE IT IS NOT POSSIBLE TO ESTABLISH A PERMANENT GRASS COVER IN A REASONABLY SHORT PERIOD OF TIME.DUE
TO SEASONAL CONSIDERARATIONS,A TEMPORARY COVER SHALL BE ESTABLISHED.THE TEMPORARY SEER RATE PER
FLOW ACRE SHALL BE:
'-''%...= WINTER (SEPTEMBER-APRIL) SUMMER (MAY-AUGUST)
I�,,A•��•��I� ���� �,� I I=III- I I-I I KIND RATE_PER ACRE KIND RATE PER ACRE
-I11=111=1I1=111=111`]I IIIM�0►�',1�tt,"ir + �� ��I I I=III=IIIIII= OUTLET PROTECTION ANNUAL RYEGRASS 50 LBS. GERMAN MILLET 50 LBS.
I=I I I=III=I I I__I I I_I I -•••'�- a •A r - III=1 I I-1 I I-11I
-111-III,;,III;III;III ► I�•�C�• • :•.�•.•:•i•� _. • I I=III=I I 1=1 I I- TALL FESCUE 50 LBS.
FES #1 FES #2 TEMPORARY COVERS SHALL NOT ELIMINATE THE REQUIREMENT FOR PERMANENT GRASS COVER.WHERE THE SEASON
OR OTHER CONDITIONS ARE NOT SUITABLE FOR GROWING A TEMPORARY EROSION RESISTANT COVER,MULCH MAY BE
d SECTION A-A do = 18" do = 18" APPLIED:HOWEVER, MULCH USED ALONE SHALL NOT BE ALLOWED.A TEMPORARY OR
FILTER FABRIC
La = 6' La = 6' PERMANENT VEGETATIVE COVER SHALL BE ESTABLISHED AS SOON AS CONDITIONS ARE FAVORABLE.
W = 6" W = 6' 3.TOPSOIL SHALL BE USED OVER UNFAVORABLE SOIL CONDITIONS FOR SUCCESSFULL ESTABLISHMENTOF VEGETATIVE COVER.
d = 9 ' d = 9" 4. IRRIGATE AS NECESSARY TO OPTIMIZE PLANT GROWTH.
CULVERT PROTECTION Class = A Class - A
CO 'tcD
NOTES. • [ STAKES
SEE APPROPRIATE SCHEDULE FOR DIMENSIONS Q N
1 . La is the length of the riprap apron. - • >- . . -Y '' I . . . . . . . . . . . . . . . . cr •
L .�..r c
2. d = 1 .5 times the maximum stone diameter but \Y.•- :: : 50' MIN. I•• I SILT BARRIER .�. _ CO
» . Q ;: - 1 STAKE AT I. I FENCE •® 00
not less than 6 .. �. _ GROUND
j. EACH CORNER
----\ 1 .'1-1•1-i*:':':•:•:•:•1':':':':':•. I 0
be
c�
fabric should . . .filter blanket o r filter . . . . . . .3. A Ite
I
i.r
installed between the riprap and soil foundation. p °
a QJ`� A A II: � IINI �;• L- 0
Fi<' BOX - - IIC
RIP-RAP AT FLARED END SECTION - ` �OPENING� II: • I ••�•
6' MIN. _ - a
UM IIIIII
W of k
NOT TO SCALE 2' - 3' •
•
i .e LL
• 15' MIN. 0
COARSE AGGREGATE o • • +r
V/ SILT BARRIER FENCE N
PLAN VIEW SECTION A A = c�
NOTE: FOR CURB INLETS AND DROP INLETS ■
how e
FABRIC DROP INLET PROTECTION DETAIL )
CONSTRUCTION SEQUENCE: O. T .
6" DIVERSION TO DIRECT RUNOFF FROM R/W NOT TO SCALE a C CY)
1. CONTRACTOR TO NOTIFY NCDENR LAND QUALITY SECTION 910-345-3900, PRIOR TO BEGINNING CONSTRUCTION. . - > Co
2. CONSTRUCT TEMPORARY CONSTRUCTION ENTRANCE. d ° I Q ct, ■
3. INSTALL ANY EROSION CONTROL MEASURES INCLUDING AT STAGING AREA(S).
4. CLEAR SITE, BEGIN GRADING AND EXCAVATION AND PIPE LAYING SECTION VIEW CD
• O o0
5. INSTALL SEDIMENT AND EROSION/TURBIDITY MEASURES AS SHOWN, AS CONSTRUCTION PROGRESSES. AT THE END OF EACH DAY, EROSION CONTROL DEVICES "�"r v
MUST BE IN PLACE, AS DEPICTED ON THE PLANS, UP TO THE CURRENT END OF DISTURBED AREA. N
6. IMMEDIATELY UPON PIPE INSTALLATION, ALL DISTURBED AREAS ARE TO BE LEVELED OUT, SEEDED, AND MULCHED AS OUTLINED ON THIS SHEET. TEMPORARY GRAVELED _ s (SEE NOTE #6) _ o
AREAS ARE NOT TO LAY EXPOSED LONGER THAN 15 DAYS. CONSTRUCTION ENTRANCE 12" STAY SPACING 3 Cl) r,
7. MAINTAIN ALL TEMPORARY MEASURES UNTIL PERMANENT AND UNIFORM VEGETATION IS ESTABLISHED. --(T )
8. CONTRACTOR SHALL CLEAN AND RESTORE TO PRE-CONSTRUCTION CONDITIONS NOT TO SCALE MIN 10 GA. -- STEEL OR WOOD POST .I -
ANY AREAS OUTSIDE THE PROJECT LIMITS THAT MAY INADVERTANTENTLY BE - •,,�, „1••,, TOP WIRE
EROSION MEASURES. ,,,,0.4,,A �:7
DAMAGED DUE TO THE FAILURE OFTHE WOVEN WIRE FENCING AS REQUIRED /�/�
�!j�,S jar �'44+4 ��e�i4 0 U
9. REMOVE THE REMAINING TEMPORARY EROSION CONTROL MEASURES UPON APPROVAL BY NCDENR LAND QUALITY SECTION. '1•.434: 0'',�'%4+40'�',:' MIN. 12-1/2 GA. o z m SILT FILTER FABRIC
off �,`�; ;%ill,;,��Y��`�,,;"! INTERMEDIATE WIRES -
Ip��01p��tl j�,I`j�,I,� , ,OI j�PI`j�I`j�+j�`s''I4�# 41• I L�.I
EROSION CONTROL NOTES:
•�ei�4i 944+4 :�,!Iw .#,.4. �!74:4w�A4.�i�4lwi4 1--
4;74,' -e+ 4 .,-1--,4:..- - .-,r/ MIN. 1 O GA. N
1. ALL CONSTRUCTION ACTIVITIES SHALL BE PERFORMED IN COMPLIANCE WITH THE SEDIMENTATION POLLUTION CONTROL ACT OF 1973. ,,%.,;�,,,,".,".,, ;,,, ,,,•,,,,•,,�,•,,,,•,,,.,•,,;,.�.`�,• BOTTOM WIRE
2. ALL LAND DISTURBING ACTIVITIES ARE TO BE PLANNED AND CONDUCTED SO AS TO LIMIT EXPOSURE OF BARE EARTH FOR THE SHORTEST POSSIBLE TIME. \v\\/\/\/\ \\' V V / \/\/\/\ \ \ \�\V\ ` "
\\� /\\/\\/\\/\/ /\/\ /\/\/\/\/\/\/\�� \//\ 6 ' MIN. COMPACTED-7 ►� : .:: :`: `` :::;::•:
3. ALL DISTURBED AREAS SHALL BE STABILIZED BY THE PLANTING AND ESTABLISHMENT OF PERMANENT AND UNIFORM GROUND COVER. \ \ \ \ \ \ \ \ \ \ \ \ �G' ::::: ; .. .
4. TEMPORARY CONSTRUCTION STAGING AREAS SHALL HAVE ADEQUATE SEDIMENT AND EROSION CONTROL MEASURES INSTALLED TO PREVENT OFF SITE ��j /j\\j/����\\/��\�//\j�/j���/x�;�\�!%\/!%/%\�/%\//% •�/%FILL OVER SKIRT* •o o ///�/j /\/ ANCHOR FABRIC SKIRT , MIN. 4" LONG
/\ \\� \ \ � \/� � /\� WIRE STAPLES © 12 ' 0.C.
SEDIMENTATION, AND SHALL BE BE SEEDED AS NECESSARY TO BRING THE SITE BACK TO ITS NATURAL STATE UPON COMPLETION OF THE PROJECT. ,\j ;\//\� /\\j\ ; J o \\ ,.Q+'
5. SEDIMENT AND EROSION/TURBIDITY CONTROL MEASURES SHALL BE INSPECTED AFTER EACH HEAVY RAINFALL TO INSURE THEY ARE FUNCTIONAL �j\ \\// >//\ �j/\ Llj o j\\/\\ /\\/� r, �H ..• .ROL 1.,w�
AND IN GOOD WORKING CONDITION. SEDIMENT DEPOSITION ACCUMULATION TO BE PERIODICALLY REMOVED TO MAINTAIN UNIT EFFECTIVENESS. i\\ \\/j i%j %j� "' j\\j�� j\\j` *FOR REPAIR OF SILT FENCE FAILURES,
THE OWNER'S REPRESENTATIVE SHALL MAKE PERIODIC AND UNSCHEDULED INSPECTIONS TO EVALUATE THE EFFECTIVENESS \' /\\' \\/` � � N ;�, \\/< ;/\�,
6. OVER THE DURATION OF THE PROJECT, \/ ;\/ \ \ \ i\ \ \ USE #57 WASHED STONE IN LIEU OF
i /\% \//, //� /////� /jj/j. SEAL
OF ALL EROSION CONTROL MEASURES. IF EROSION OCCURS, THE OWNER'S REPRESENTATIVE SHALL NOTIFY THE CONTRACTOR TO TAKE ADEQUATE STEPS TO REMEDY \//\\j \/\//may\ /�\\\\///\// COMPACTED FILL. 174,2 :LTHE SITUATION. �/4 / „� •t y.
7. CULVERTS, DITCH-LINES, OR RIP-RAP DISTURBED BY THIS CONSTRUCTION WILL BE REPLACED OR REPAIRED BY THE CONTRACTOR TO AN EQUAL / -'•...•1NE..:• 1..4..-
OR BETTER CONDITION TO THAT PRIOR TO DISTURBANCE. FRONT VIEW SIDE VIEW -.0,P�*y0�'�StAA�,
EROSION CONTROL MAINTENANCE REQUIREMENTS:
NOTES:
1. CONSTRUCTION ENTRANCE MUST BE MAINTAINED TO PREVENT MUD OR SEDIMENT FROM LEAVING 1 . INSTALL NEW SILT FENCES AS SHOWN ON DRAWING AND AT LOCATIONS NECESSARY TO CONTROL SILTATION OF ADJACENT AREAS.
STABLISH VIGOROUS VEGETATIVE
SITE. PERIODIC TOP DRESSING WITH TWO INCH STONE MAY BE REQUIRED. GROWTH ON SLOPE, BANKS AND PULL SLOPES BACK TO BLEND 2. WHERE WOOD POSTS ARE USED, POSTS SHALL BE A MINIMUM OF 3" IN DIAMETER AND 6' IN LENGTH. POSTS SHALL BE CREOSOTE OR
2. ALL EROSION AND SEDIMENT CONTROL PRACTICES WILL BE CHECKED FOR STABILITY AND CHANNEL(SEE"SEEDING SCHEDULE") INTC EXISTING TERRAIN,TYP. PENTACHLOROPENOL TREATED SOUTHERN PINE.
OPERATION FOLLOWING EVERY RUNOFF PRODUCING RAINFALL, BUT IN NO CASE LESS THAN Q
ONCE EVERY WEEK. ANY NEEDED REPAIRS WILL BE MADE IMMEDIATELY TO MAINTAIN ALL - (- I 3. WHERE STEEL POSTS ARE USED, POSTS SHALL BE 5' IN LENGTH AND BE OF THE SELF FASTENER ANGLE TYPE. ›- z w
PRACTICES AS DESIGNED. H O W
I / I I1 4. WOVEN WIRE FENCING, WHERE REQUIRED (SEE NOTE #6), SHALL CONFORM TO ASTM Al 16 FOR CLASS 3 GALVANIZING. FABRIC SHALL Z Q Q
3. SEDIMENT WILL BE REMOVED FROM BEHIND SEDIMENT FENCE WHEN IT BECOMES ABOUT ,,= 3 r S �oP� I I;-1 BE A MINIMUM OF 32" WIDE AND HAVE A MINIMUM OF 6 LINE WIRES WITH 12" STAY SPACING. THE TOP AND BOTTOM WIRES SHALL �--
0.5 FEET DEEP AT THE FENCE. THE SEDIMENT FENCE WILL BE REPAIRED AS NECESSARY fop 3:\s (TI=I11- . J
TO MAINTAIN A BARRIER. -I 11= F 41 -_1 I 1-�I' r BE 10 GAUGE AND INTERMEDIATE WIRES SHALL BE 12-1/2 GAUGE. WIRE FABRIC SHALL BE FASTENED TO WOOD POSTS WITH NOT LESS 0 to Q U O
1 11= �(// -)I I- THAN #9 STAPLES 1 1/2" LONG. W<
4. ALL SEEDED AREAS WILL BE FERTILIZED, RESEEDED AS NECESSARY, AND MULCHED ACCORDING i-_ICI 111111111�11111�111 - ! CC CC zCE
TO SPECIFICATIONS IN THE SEEDING SCHEDULE TO MAINTAIN A VIGOROUS, DENSE VEGETATIVE COVER.
5. FILTER FABRIC SHALL BE OF NYLON, POLYESTER, PROPYLENE OR ETHYLENE YARN WITH A MINIMUM STRENGTH OF 30 LB./LIN. IN. AND A j -fr z
MINIMUM OF 85% FILTERING EFFICIENCY. FABRIC SHALL CONTAIN ULTRAVIOLET INHIBITORS AND STABILIZERS. L. �IL> z
5. FOREBAY OF POND TO BE USED AS A SETTLING BASIN DURING CONSTRUCTION, AND SHALL 6. IF FABRIC FILTER IS USED WITH A STRENGTH OF 50 l_B. LIN. IN. OR GREATER, AND THE POST SPACING S DOES NOT EXCEED 6', WOVEN z z_ O
BE CLEANED OUT UPON COMPLETION OF PROJECT. WIRE FENCING IS NOT REQUIRED. OTHERWISE, WOVEN WIRE FENCING IS REQUIRED, AND POST SPACING SHALL NOT EXCEED 8'. I 01.0
U
TYPICAL GRASS SWALE w Q° - z
NOT TO SCALE
TEMPORARY SILT FENCE W w O
NOT TO SCALE
L OLi_
CC
PROJECT MANAGER DRAWING SCALE _ W
909 MARKET STREET RELEASER FOR DATE
M.A.G. AS NOTEDINK WILMINGTON, NC 28403
DRAWN BY PROJECT DATEPlik (91O) 7EiZ-4ZOO APPROVALS
S.B.G. PROJECT
DICKSON
sheet 2.62
M.N.H. 1012000
APPROVED BY PROJECT NUMBER10 Asheville, NC Columbia, SC BIDDING
Engineers•Planners • Surveyors Atlanta, GA Hickory, NC CONSTRUCTION
FILE NAME PLOT DATE Llindscape Architects Boca Raton, FL Raleigh, NC
DETAILS 1 OCT 01 Charlotte, NC Wilmington, NC RECORD RWG.