SW8970705_APPROVED PLANS_20140513

STORMWATER DIVISION CODING SHEET
POST-CONSTRUCTION PERMITS
PERMIT NO. SW8
DOC TYPE ❑ CURRENT PERMIT
XAPPROVED PLANS
❑ HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE 00 3
YYYYMMDD

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OIIOIIf TOMSF(I WILAI INMN
SIZE 1 !e tl I - / / \ /. nl W •. wasJPM to Q Alo rtac Nulr
o. I _ Alxnlclerc u ATIG,u. TOTAL ME.ACREAGE 1.05_ ACJA':. S RW sees,
e s SR.d T fMC iFM n9L V es JNMeIr.
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g • PARCEL.ID:MFw6OA w lwN�aeG RP nv DEED BWK/PACE: 2BB2/191D 6
l,E ZOMNC: RB
VY MMIIXYIQS Or.Fx6'Im 10 TE 411Rv IIE Rl•EVI
`• " - -� �� fir ii"ro v �wo m an a nxvc,w levem eama : CON
EXISNG ME 525 - NEIGHBORHOOD p
RETAL
T• Ida m ��6 ro WATERSNm BPIDIM CREEK y�
nrfLRl \ - � I `t�!�0 nIPVR-]/•'.v4 WRW-ACTS YLR PAYInf UNA CUS9F1UTION UR6W 3 [
—_ �• e�
� CION
e. mK s*clwnn�Jw.vswro mwEs wm ro AREA DISTURBED: arr of waN
ING
wit P n Wvllw vMAI]'to•G fOR Ml x4RP RE MINIMUM BUILDING SETPIGKS:
1 • wxsL�PWf�xIWc Iq. M�@n0J ararwl]n vAwmR Nfws swL z MW. 15
�j a / / / l •'s' i`• m� I ♦ 90E 0'
_ �TW. J Ml[A IClfln Y32P PI➢MRX IICP X _n� I I .VL AYI.WIOW3 Elnll of IMdMATIL ellll TE(IICDIRn
fir— I / \ i Spe's.dW O I R RM.T.5i41]. WY. BIDG M: 35'
M1FP 41M£ I I [A ) / 1[10 CSK Ix CgSnNA slwL eG e'FE]010 MIE J,EMKIRATM. VIX IDT CpvEPAGE 40S
rv.''J5) !F] GICQIE rt V4K f Y / ��E1a1E10 I]M t•B nOM TE QV4IWIC M[I x•'n[C]4n PROW(0�NNS: STlI1At:K5
:��YA—NK / _ ]A1LLNx11°° c[ n•"�Y•-••-1 s/ wm xn. REAR: (cau£cE�. sd29'
_ Wp NEi I•vet SEEW%W9-SPE n A 90E 43.12'. 21 33 OL
I[m fRlnO mow'- /'' N ') l k . 'Dsi n 0+%1 ..• v /¢6 /Omw ASRroi LOT COJERAGE IB.Z% '^
I Tu'C r I PAwoR.(i Ia.l aUgLLQING DATA v
.�3. 1(rM - Ie i!GIxL Wn1C WR MZ RI 9E n6T/LLm Ox ML n(AbW1 PROPOSED USE RETNL/R IE!ff it/F RNOURE STORE Z
TOTAL BUILDING SIZE: 8,328 SF
/p I I �, GS SW22 • RRMO I 1 CONSIRUCTJON TYPE: B
CO�.IE Gw41M T.xl 1vIFE WIAR 97n NO Y40iLl VT TE RIWIa-a1r
CI{{ F x ]/ gores I. �� U0-z -ca ro m es.n...n.mxlmvJa PARKING: J x
♦ Q wln • r— I x _ Rvwac SixL twevAs wo Iw<waves wove i� IOrAL REQUIRED PNIXING—1 SPACE/00 SG REST12 WA N:N'
III"'III 3/c O,IT'TRE C
( ',aK PM•T STIVC e� I IAA CCNFN InRIT MT I y nAIOVa O PSGt was{alYy e[aaE -> BOOSf`/BOSF- 12 9'ACES
'VJern W/C VAS soJ M MIO CIIIFA Ix.enn.wlsae Fm Car t Nm01 nwoNes iRwsc 1 SPME/I.000 SF NRNIRIRE ,
—E%L] I \ One.)
Bptpap yygT yWn2 qI PAglprt Yw110 aMM m -> 3.B92SF/1,OD()F . • SPACESDes
III _ 11 W 16f'OD WWAR dMO AnWL SIIaeIG. 1 SPACE/400 SF RETAIL Q
I' '�•} / .MP e s 6 eMl! r �f 4 m.FEW V9[Nwai slue xn se son.a�n n1YFW1 => 2.'l5ISF/•OOSF- ] SPACES
rl I 1 1 1 AWAs xWE ne.K 9. TOT&PARKING KUVRED = 23 SPACES
/]• SoillessI I 5 1WwTOCw J q' r CS 59 C/O C " E f c I `� IfQAOWG SPACES WOUIRED—O
O N91 nn0III rp w,N. wo gmER 4OIPSPACES REQUIRED2 3 AMDBICE P URED-0 W. L
i Ar 9MR• Y. �I UMIX£T M. PA^Klnc PWDED: fA
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a e m 1 U]e sE h I ry 9e18 33
JHC.* (RE � I
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. TO Nu 3
an srP0 TOTAL
5 O
Q IV O % I tlA m'ry xS (rro.l v V• VF { FF _ 1 BIMM PAAKwG PRONDED o
O.K •WES NOT
INCLUDE KITCHEN
D BATHROOM AREA,
U l e I � I />T rewar u p I uwPscK eulo
0
1 IU\4o\ I �I IIY9SM A.vYpNMwYi n09 n'1 // LM6I'nA 4F1♦1 R9 O°N a "`� NM<Rax,EAl lKcywro Msa)aR1LR®i'eiwsi MIO6]m6•s�EEaWa AU�IIKAC 1 F SS n IR /o'�"°
pspnl I (w.) . Approv¢d Con s lruCtiOn Plan
D.t
GN
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O0 V• Plnnnn9 Public Servces-Engineering0vision
S T.o1fc APPROO IXUAE � VQ�(Iso sr vx) •BT sE On.) -' / 0, I I I Ere Ogee:___ Perm{ /—_—_ '/w�
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a • .�...�.�.�ig•IK a— I 1RwS IYIFO S JS_. �. ._._ xelaC� \`\_gn y I sltlNrOP WTEKI%n TO ! 91E Ig11W DnR1%IEJ
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oeor xa/wa emr a'
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IMPERV/OUSAREA CALCULATIONS eC FFall.1T M ¢s
PROPoeFM1 IMPEWOM MEee:
BUILDING B,328 SF 6
^8 T,,,SITE MRVGE 45,735 SF d
O$M)
EMIDIG INPE?v13M 27.156 SE
PROPOSED INPERNWS MFA 33.94H SG
fr
NaRW weouNA scar: I - zD
ONE-CLLL CFMER
0 20 40 50 60
NOT FOR CONSTRUCTION C-04
S
H

M
g .
M M r <
BUA BUA m N V N
J
Offsite Permit Offsite Permit Allocated2 Proposed NOTESe z w w N
Lot# Number Issued Date Offsite Facility Name (ft2) (ft) M _x`0 w
1. BOUNDARY INFORMATION SHOWN IS AS SHOWN IN RECORDED MAP r
SW8 970705 2/21/2001 BB&T 27,683 27,683 BOOK 40, PAGE 263 AND ON PRELIMINARY SUBDIVISION MAP BY z o F 0 U' N
MICHAEL UNDERWOOD AND ASSOCIATES. THIS PLAN IS FOR O z z r
2 SW8970705 2/21/2001 Best Buy 160,736 159,285 REFERENCE ONLY AND NOT FOR RECORDATION. REFERENCE w8 t3z M o
aA 3 TBD TBD Shops at College Rd. 26,827 26,327 RECORDED MAPS FOR EXACT PROPERTY BOUNDARY INFORMATION. x -M w
�i TOTAL1 215,2461 213,295 o 0-3 z
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/ CAN 5iVa011 bL
i APR 2 8 2014
SCALE: 1 " = 40'
0 40 80 100 120
NOT FOR CONSTRUCTION CM10

CURB INLET FLOW CURB INLET N
/ . 44 INV. a.
I i 33.57(15"S) INV. m W
FLOW 36.94 INV. -�/ /
32.78(24"S) INV. 33.59(1 B"N) -
LOT 1 TF COLLEGE AND NEW 32.77(24"E) INV. - - w a p w
CENTRE TRACT 33.34(15'N) RCP / WL WL WL- N 0 0 0 N
MAP BOOK 40 PAGE 263 / 2° / z F z
ZONING: RB CCURB URB INLET
FLOW s / / / _ / / 31gwL °}�?i 05 9 o � = o LAND USE: 601 FINANCE BANK _ /
32.79(24"N) z z p
d' I / �� g � / I wL / / �`h1 t"° .59� : �2.-�. �, Imp•rwl y " O W O�;y
ER263 9 g9 9 eF;i3yfi u9 � n tea° w(/ ^n n
c aG / SITE s R^-:2^ R
PW GUY � , / PPP tis g00K wL / A^ \ a9 ao o o
° sa 23.90' " `'3 bry 3°j w 4. Sch.
�OK
9y5 s�°39ti
�T
s ° ,9 � / � 1T6/ � °39� ge g° 9 a} gt fis fig V/CIIVITYINAP
NOT TO SCALE
SD MANHOLE ° - -
RIM 41.50 INV. 3 }9 2 \ 597 a
.ti / S / CURB INLET
36.67(15"N) INV. \ I 39' FLOW 37.47 INV.
36.78(15"S) N I I u
ug - ' -ASPHALT- // -ASPHALT- 33.79(15"N) �w
\ ug ug�fi I LEGEND
-_Ug
6
1g 'S0j3 'S9 p6 .5g6,: St }9�g .791g .7 .^�.93 .S°? Sg O .'!°. .'S9' .� .'Sg. O 0}0 LIGHT POLE
0.
I 1 - C2 \ ge 1 sg' 69 LOT 2 TF COLLEGE AND NEW CENTRE `1, UpLIry POLE
��a TRACT MAP BOOK 40 PAGE 263
/ 11RB INLET FLOW / \ ( � ZONING: RB -
% J D__E] // �� I 4711NV 37 . I Z
r SIGN Sa 39. 5 s° s y� ?1 e� got 99` 9?g 39^� 9` ° °` 69 6 s 5� 3g59 LAND USE: 528 NEIGHBORHOOD RETAIL CURB AND GUTTER
s cgs ° I I l D2./ 1e"s) / DIP
o i°
3"SY MOREOD STORM DRAIN MANHOLE
4
� I / cn sg a � ° I .. o9 3gs9 v I M 3gc }e O SANITARY SEWER MANHOLE
DROP INLET TOP a `t
� n 3ti .�` 1 q.Agg ,�}9 ti �o 3gyg
38.87 INV.
O
36.28(15"S) INV. n FIRE HYDRANT
36.42(15"N) IL \ I }90B I I N yY0 1 Q
( 4'BIRCH otq *1g a TF COLLEGE AND NEW CENTRE TRACT -ASPHALT- WV
Q i ' I a ° 0 1.05 ACRES +/- PORTION OF TRACT 2 M WATER VALVE
O _ MAP BOOK 40 PAGE 263 v v
a
O PP`W GUY a sg?'O �y / o o I a �?3 .s90g. . ..yg.a° s&s9. s0}� sglg ip. ,yg.�A ;yg?y SS SEWER LINE O
W Z 1 Sg?° Sg y3 �yL �09 3g?-O ��79 39� 9� }9� }e� 39N 300 }BS9 I O O O O
I I r 10 NON-MUNICIPAL 1 sg / M1 9A DROP INLET TOP W WATER LINE
ye R 37.76 INV. U
JSIGN I I 3 // EASEMENT N U ° � \.� I\ °}99' / 1 33.77(15"S) INV. FENCE
39?a3.2.99(24"E)
uGE UNDERGRO-UND U TILI TY ELECTRIC
g 24"RC1O SIGN 4"8 �,/ p "R P O�.�.-W7
9 STORM DRAINAGE
37.43 INV.
o CURB INLET FLOW 15"RCP LU
N.,J _. � '
� m _ I 3443(12N) INV CONCRETE"PA
34.28(15"E)
3s / ii E.I.P. EXSTING IRON PIPE
0190
O °�> I.P.S. IRON PIPE SET
° �I
..`
CV I PP POWER POLE
/ TIP TELEPHONE POLE
CO CLEANOUT
-ASPHALTS - _ _ -39- _ - - -ASPHALT- � OE OVERHEAD ELECTRIC Iowa
OT OVERHEAD TELEPHONE
OctU I J II 9g 9 g0 9 °� 391 g �y1 Sgy° �61 Sg?3
DROP INLET TOP \ I �\ I { 39°g �1a / °9 ` °39•A° ,Sga9
38.83 INV.
36.06(15"N) INV. -
35.97(15"W) I I J \ I gtis
sqM 9\, °3 010 °}9ti3 g� y9 p3'- _ - - - \o °y9g0 g9 °}9 g3 }9g9 �A g0 00 ,509g O
POSSIBLE LOCATION OF / I °3 q1 g� °s9' ° ° o may$ ° o °s9' °'fie
SANITARY SEWER MANHOLE. - 03� , 03" 3 �� p� ga 4"OAK
CONTRACTOR TO VERIFY. 39_ �g °}9? 0j9 °' o3s� opo oN °yy4F a9
Surveyor:
15R \ \ f PE EC.I)m - 9 --4G o}9 ��N56'41'00"Wg.1 °,250.00' �Y ?g 9� �6 5' - °39 ��Q°39 ° 3e ag }a5g '�µ.. . 3g?a
1 - Michael Underwood and Associates, PA
WATER 102 Cinema Drive
METER 1 °y9e® oj41 �ASPHALT� y9fig \ , $U11e A
SIGN FAIRWAY ° \ Wilmington, NC 28403
L SIGN
BILLBOARD 2 910.815.0650 (V).. wz
I F 'J Qi OM a
EXISTING CARWASH \ .po _ / \ 910.815.0393 (f)
ss MANHOL .obi FFE=39.91 i a email: [e-mail]
RIM 40.13 N I I Z I I �01
/ Contact: Michael Underwood
32.60(N) INV.
32.58(S) INV. \ / - O D Z . '••� ..
NOW OR FORMERLY /
As CRUISERS CAR WASH Approved Construction Plan
MAP BOOK 25 PAGE 171 �� o3"e, Name Date
g ZONING: RB ;< . i..j
LAND USE: 560 CAR WASH / Planning
f
Traffic c ,.
Fire �!
/yg I CURB INLET
FLOW 37.09 n�L
a9 �y,. i op0 ?� ,�?o / INV. 34.26(15')
BEFORE YOU DIG
WQ;eNa0RTTflC-AQR0L�1NA
CALL TOLL FREE W
1 800 632 4949 '"
L_ - R/W - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - R/W- - aT � At' ^1.4
,
EQ Public Services Engineering Division tile APR 1 8 20
APPROVED STORMWATER MANAGEMENT PLAN By. ^61
Date:------------ Perrrit #------- �I V
8" WATERLINE WL WL WL WL WL WL
WL WL WL WL WL WL WL Signed: ----------------------- I
® NORTH CAROLINA
NEW CENTRE DRIVE ONE-CALL CENTER 3
(70' PUBLIC RM)
SCALE: 1" = 20'
0 20 40 50 60
NOT FOR CONSTRUCTION C-01

I t t
t t �
E S %
J! W12W N
�Z20 < w
PT HARMS/3 Z U F 8_ � N
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LAND USE: 547 C WMENM WMERY I iR. 1 MARMOT CORP I iir O z Z iu (�
ZONING: M3 PT MQHARMSR {] p I/� O O 0 _
I I LAND USE )01 RESIOENnAL HOTEL LAND U RB fJrj# - S L—J O y'
1 I AND USE: 584 EATNG PLACE"/A Cq 0. z O Z =
W Z
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N.C.HIGHWAY 1321COLLEGE ROAD
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LU
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m � STORM DRAIN MANHOLE
SANITARY SEWER MANHOLE '
FIRE HYDRANT
as WV �
WATER VALVE
j 2 Elf \ \ ez,045 SS SEWER LINEO
\ 1Y£ W WATER LINE /
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-
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I 4 uce UNDERGROUND UTILITY ELECTRIC O
® I # \ �22 STORM DRAINAGE
CONCRETE PAVEMENT
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— — sr — — \ E.I.P. EXISTING IRON PIPE
I snr.r. , \ PPI.P.S. POWER PE SET
PO
LE
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t 1
E ` L OT OVERHEAD TELEPHONE t
c
0WviC,cmi OSsa7 a
Oo.'�L.. xC0 0 a�w N awl z
4 ( a /
Approved Construction Plan
G�
Name Date rl
Planning ppalI
Traffic
Fire BEFORE YOU DIG
CALL TOLL FREE '
1 800 632 4949
BY:— "
c
cTTY OP
GTON
NORTH CAROLIN "' -.
Public Services - Engineering Division '
APPROVED STORMWATER MANAGEMENT PLAN r�41` t::APR 2 8 M4
NORTH CAROLINA 0 C�
Date:------------ Permit #------- ONE—CALL CENTER i
Signed: -----
-------------------
® SCALE: 1" = 40'
0 40 80 10'0 120
NOT FOR CONSTRUCTION C-OZ

r
` CURB INLE7
i " ". '-''•r'' CURT INLET 4'l.f1W M
FLOW 36.94 !NY, r'"'� I y/' 1fi RE ;NL o x
y LOT 1 TF 32.7&{24"S} INV
COG(,EGE AND 7 M ;
NEW 32-77(24"E) INV. r - r ✓ , t ) INV,
CENTRE TftAC 33.575"S 33.34{t5" ) _ � s3,58(t& N) N
MAP BOOK 40 PAGE 263 �
t ZONING: RBu.(. ✓'"w. - d TYtC`F ....�' a-__._---- �._ ...,.._1ML-.-�--�-WE_'�`CURB ;N:,FT FLOW
-�"^".-- ' 2 "._-- ( �n
LAND US�: 6fl' FINANCE BANK 37,08 ENV,
32:79(24-N)
ASPHALT TO _
1 3S r W BE [REMOVED W _Z
j t
�M f,r � REMOVE cuRe { sAwcur DEMO NOTES: 0003.
i I t r 41P W/ CUY ✓ e A E t vA�G 2 r SAWCUi CURB AND GUTTER y �
I" _ r - ASPHALT 0 3 0 o n
( -` ' r " _ 1A P / " r-' REMOVE CONCRETE . { 1. ANY ITEM THAT MAY BE ENCOUNTERED DURING BUILDING w N
- '" �� SAWCUT SIDEWALK SIDEWALK I' DEMOLITION THAT MAY BE OF INTEREST OR VALUE TO THE OWNER I
SHALL REMAIN THE OWNER'S PROPERTY. COORDINATE PROCEDURE ---- n
FOR REMOVAL AND SALVAGE WITH OWNER. o ro ro o
SAWCUT CURB N
_ .::...::;:.:•.;<.:.....:..:.... :.ram<::
B00y
r r 2. CONTRACTOR SHALL BE RESPONSIBLE FOR PREPARING 0 0 0
--'"� SAWCUT SIDEWALK o
- PRE-DEMOLITION PHOTOGRAPHS AND/OR VIDEOTAPE SHOWING Z
EXISTING CONDITIONS OF ADJOINING CONSTRUCTION AND SITE
SAWCUT S ALK w r i VNE - _.._. - __ SAWCUi CURB a
= 1 I Nt_- / 9 IMPROVEMENTS PRIOR TO ANY DEMOLITION WORK. N a o
z , 7Wt + / SAWC CURB s r pPE
SAWCUT
3. CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLYING WiTH
ASPHALT GOVERNING EPA REGULATIONS AND HAULING AND DISPOSAL
I =` i C 6 2� -" REGULATIONS OF LOCAL JURISDICTION, INCLUDING OBTAINING ALL
P to 41 5?i "v'l. �h ll
�'`...�,. REQUIRED PERMITS. _
SA UT CURB
4. CONTRACTOR SHALL IMMEDIATELY NOTIFYER IN THE EVENT
- - - ASP T TO OWN E
THAT UN-ANTICIPATED HAZARDOUS MATERIALS ARE ENCOUNTERED.
CONTRACTOR SHALL COMPLY WITH ALL REQUIREMENTS AND
-- -
T Vg u, REMOVE Ct1R€3 ENt. ? BE REMOVED
-- - - w CONCRETE j::. FLOW 37 47 7 REGULATIONS REGARDING THE HANDLING AND DISPOSAL OF
SAWCUIT SIDEWALK ,�/�' :: __ �ASf?HAlT NV,
»::::::;
RAMP r: � F:: + ^'ASPHALT 33.79!1 'N} HAZARDOUS MATERIALS.
!f �` I � �-- .. � •:: ,:: .,;. .._ __ -. ,: " '.'REMOVE: CURS
: t r 5. CONTRACTOR RESPONSIBLE FOR LOCATING, IDENTIFYING,
f 1
D GUTTER.
RE 'a ' ,: { ';: � � � { / DISCONNECTING, AND SEATING OR CAPPING UTILITIES SERVING w
2 CONCRETE RAMP REMOVES <. BUILDINGS AND STRUCTURES TO BE DEMOLISHED.
I G SIGN € ., .:: ASPHALT TO
J u, L r Z
REMOVE,.STOR#/'' 1.:.:. BE REMOVED 6. UNLESS OTHERWISE NOTED ON DRAWINGS, DEMOLITION SHALL
j / .� SfT3UCTURE : :. J ;} SAWCUTJ INCLUDE REMOVAL OF EXISTING OBJECTS OR IMPROVEMENTS (WITH
� .:: .'.: 1 G '. ' :' :::: i:r _, ` � "' THE EXCEPTION OF TREES THAT WOULD INTERFERE WITH
-= SIGN . URE..7NL>i7 T'LO.W, } _'.:'. (.:. ::' ASP LGT 2 't"F CC�L'_.k:GE Al' PROGRESS OR COMPLETION OF PROPOSED WORK.
PACT MAP BOOK ASPHALT [r `:
LIGHT POLE TO .t:. . ZGN€NG. RD 7. CONTRACTOR SHALL f: BE RESPONSIBLE FOR EROSION CONTROL
J __. ,__ DURING DEMOLITION.
y ) 3 SY OaE f BE REMOVED ` :: O t R A E TREE.... { '.: ;;� AN; USE: 528 NE',GF
/ a
vLE7 TOT'
I I a REMOVE 8. CONTRACTOR SHALL NOTIFY OWNER AT LEAST 48 HOURS PRIOR TO
v °.} COMMENCEMENT OF DEMOLITION ACTIVITIES.
5'5 v I -, ASK?.HAtT Tfl 3.::' ;'�
i . z �E:: . .
TREES TO . ...::.
S � s � REMOVE TREE -.:. ,.. ..,. �- ::. -... f>:...: .:::. ,¢:.::::;1 9. CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTION TO ENSURE
I I \} ( 'o REMAIN .:.: <v:': ,`:
THAT UTILITY SERVICES OF ADJOINING PROPERTIES ARE NOT
N 3 II �') ( .. 1 SAW DISTURBED DURING SITE
M AiRCx TREE TO BE _ REMQ CURB'' I ::.' .7 ASPHALT DEMOLITION.
r AND;. UTTER j n.;: �f
RELOCATED r
( w TF ':GC11 " E :ANi �F::wI: CL1i4 :rd ;
..1 0. OFFSITE�CTOIMPROVEMENTS DURR SHALL BE ING DEMOLITION NSIBLE FOR PAND COORDINATING
-{
p .. :..;,:;s t� ,,..., 1„, "f.,,..: .r .. <... ....REMOVE 11100 ..'.";:1 SPHALT-
1
�uv � : � l :>...?,�.R�.� ;> � P+OF2TEt?.'v �?�=. T� �::�;:: :'ANO © . .
RELOCATION OF ANY UTILITY SERVICES DISRUPTED BY DEMOLITION
ACTIVITIES.
2 ; y ! 1C1fTi ' WAGE 53 t
i REMOVE 12 11. PAVEMENT REMOVAL INCLUDES THE REMOVAL OF ANY ASSOCIATED
I ,
TREE To � : E cuRelNc.
REMAIN �
BASE COURSE AND •
{ � � REMO%?E TREE :. ""` .� ���� SA lIT
12. CONTRACTOR SHALL FIELD VERIFY ALL UTILITIES BEFORE
ASPHALT
`' OHOP INLET TOP COMMENCING DEMOLITION ACTIVITIES.
.:.' i I I '.,'. .� f'i `3 37.t"6 INV.
o
i S cal 1 ;� �.':, :Vf .:..;... ,.:' 3176(15"4't 7NV.�: t 7 13. CONTRACTOR SHALL IMMEDIATELY NOTIFY ENGINEER SHOULD ANY
W 33,/7(15`•S) INV. DISCREPANCIES OR CONFLICTS ARISE.
I I ; CURB INLET-tdMT .` RCF3293 2
RCP.. -,••,,.._,•.m,.
f' 24"RC _ 14. REMOVE ALL EXISTING STRUCTURES INCLUDING FOUNDATIONS.
W o I I ! 4a(Ta Nj iNv k
TREE TO BE
RELOCATED 15. REMOVE ALL ITEMS SHOWN ON EXISTING CONDITIONS PLAN AS O
s i STRUCTURRE . 1 i( I J NEEDED FOR INSTALLATION OF NEW WORK. UA
O �- I TREES TO BE REMOVE TREE 4
O I RELOCATED I ;( -. T ` 16. PRIOR TO ANY CLEARING GRADING OR CONSTRUCTION ACTIVITY, _
_ .. _ i __ ___ _
RF11oVE..:1�. . .:' "RELOCA
!� TETREES AS
-SHOWN-AND-INSTALL-TREE PROTECTION-
AS r
° REMOVEI;CUR9 :.:: { ; t - FENCING AROUND PROTECTED TREES. NO CONSTRUCTION WORKERS, r�
I ' ' I I ANp GUTTER BE REM TOOLS, MATERIALS, OR VEHICLES ARE PERMITTED WITHIN THE TREE
PROTECTION FENCING.
o
f I ! I I 6n tiilSpHAL.7 ca
f zl 17. CONTRACTOR SHOULD SEE LANDSCAPE PLAN FOR FINAL LOCATIONS
�ASPHALT� OF RELOCATED TREES.
, TIP ; I
N €Nv, REMOVE TREES -
fit) TREE TO BE
10' NON-MUNICIPAL z RELOCATED J {
I I EASEMENT LIGHi POLE
I mot/
BE REMOVED LIGHT
E
BE RELOCATED -
ELEC. ci " 4AUAk _
_39 - - - - , improved Construction Plan Q
_. . -_.
�i Name Date
W TERASF.t!At_T'�ATER
METER REMOVE Planning
"- FAIRWA'f 11 Traffic
€� \ !
SIGN ; \, �((
BILLBOARD h1 � � \. � E Fire
} y �
\�R�CCi SAWCUT CURB
EXISTING CA
? 4 N t'V`
: r 1 ¢ f
1 Tt S, 1 CZ Nod ti
I 1 a€ t 1 arrrop DEMOLITION LEGEND ��� a�� a
1€ I z
r �
t t GTON � �a� �-�w z
II * * INDICATES UTILITY
I / {` F t f NORTHCAROLINA \ ,yG
RUII Ctt cCAMERt.Y ✓ / I I 1 STRUCTURE TO BE Ok S Wz° a,
I 1 ?UISER5 GAR WASH � o
r / Public Services Engineering Division + REMOVED O N O�Cw a
'tAP Di3C3K 25 r�AGL- 171
. ._ ONING: RD I � l � t
APPROVED STORMWATER MANAGEMENT PLAN
�� ' I FENCE TO BE REMOVED
\ _P,N USE: 56t� CAP, wAS Date:------------ Permit #-----
k
! n� 11 �' ( l / Signed: INDICATES PAVEMENT TO
I I ill / t ------------------------ El
BE REMOVED . '.j
v
cuRe IN;
® -TP- TREE PROTECTION FENCE
I� FLOW 37.08 :
INV. .34.26(15") . .
j
L R/
FFr ' i i '.%114
w: a
BEFORE YOU DIG
I CALL TOLL FREE `� ;tillltra
E3„ WATERLINE 1 800 632 4949
Vdiw-_._ ___.�__ .y�L � ::, " •A• �!!! o
_ NEW CENTRE DRIVE
(70' PUBLIC R/V1/ __� __ ___ _ __ _ ,_-_ _
1
NORTH CAROLINA e J
ONE-CALL CENTER by: SCALE: 1" = 20'
0 20 40 50 60
NOT FOR CONSTRUCTION G'•0.3
7. 7 _ .

/
/
SITE /NFORMAT/ON " "
1. ALL PROPOSED SIGNAGE SHALL COMPLY WITH CRY OF WILMINGTON m ro g a
SIGN ORDINANCE. O1
Imperial2. THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING AND PAYING FOR°� ✓ / i / LOCATION: 309 S. COLLEGE RD. Z w
AND/OR CONNECTION FEES REQUIRED TO CARRY OUT WILMINGTON, NC i w M I.
vN-,
"-
/ THE WORK. a c0i a w
ANY PERMITS AND 0 COUNTY: __ NEW HANOVER COUNTY o 0 0 N i
3. ALL DIMENSIONS ARE TO THE EDGE OF PAVEMENT, FACE OF CURB, z 0 F 0 m
t`. s' _/ _ / «r , FACE OF BUILDING, OR PROPERTY LINE UNLESS SHOWN OTHERWISE- TOWNSHIP:- _- ____ WILMINGTON Z zw ti
L 1 `� �+' ?* `�r '.r �� -r `"� - �i I r'' ` `r. 4. ALL CONSTRUCTION SHALL BE DONE IN ACCORDANCE WfTH CfTY OF w i Ir z z x 0
SITE �N E ,�'x,C ; / _
a
AP G0 �" "'l 04 3'„i �� _ COU D CAPE FEAR PUBLIC UTILITY
`� - _ " - , . AU HO�AS APPLICABLE. TOTAL PROP. ACREAGE- -- 1 .05 AC 3 a 3
spn. LrJN'i�a;,, Rc3 u. -" a ., �_ � ;tt _ NTY AN �
e tir _.a _APdC c)SE: 6 I ,i t E7 !✓, 3 :r ✓ - _ i / / 5. THIS SITE IS SERVED BY CAPE FEAR PUBLIC UTILITY AUTHORITY. 000
3
R,� o a jam." z = / / =w PARCEL ID. - - --- - PARCEL PORTION OF ARC L
<2.r3,za rti; ;" <: �..----'� / �- R04920-003-005-000 ° "'
6. THERE SHALL BE NO TAPS, PIPING BRANCHES, UNAPPROVED BYPASS �i c 8
of
PIPING, HYDRANTS, FOC POINTS, OR OTHER WATER-USING [SUBDIVISION IN PROCESS "
APPURTENANCES CONNECTED TO THE SUPPLY LINE BETWEEN THE n a a a
WATER METER AND ITS CITY OF WI INGTON REQUIRED BACKFLOW
`-TIE TO EXISTING / EMEND CROSSWALK PREVENTERS. DEED B OK/PAGE: 2882/1910
a CURB kGUTTER / STRIPING AS NEEDED ZONING: -- - RB "^ "
RI
RELOCATED _ / ' xv 7. REDUCED PR SURE PRINCIPLE D OR ASSEMBLIES TO BE ^000 0
1 '' / W TREE i l " ` INSTALLED AB INSULATED ENCLOSURE PER CRY LAND CLASS: _- _- CURRENT = COM Z
VICINITY MAP _, " ° N // T, . s
"' = PROTECTION FENCE " , - - s7 � r f REQUIREMENTS. THE FOLLOWING MODEL NUMBERS SHALL BE '•'
NOT To SCALE ' .p _.- i i LINE" _ 1 / r p PROVIDED: - 3/4" AND 1.5" BACKFLow=WATTS MODEL 909M1QT EXISTING USE: _-- _- 528 - NEIGHBORHOOD RETAIL �NMa o
., `�~ -_-,�_,.. ,_ - e- . WATERSHED: - - ---._ BRADLEY CREEK
x,
VC
p TIE TO GUTTER
8. CONTRACTOR IS RESPONSIBLE FOR VERIFiING ALL GRADES PRIOR TO CAMA CLASSIFICATION:-_--_ URBAN
� r'4 t IRRIGATION / t i - fi� f N CURB & GUTTER THE START OF CONSTRUCTION.
-I,Tt"TTRO�uisnNG 1 i WATER METER / -," � ,: - �� MUNICIPALITY: -_ CITY OF WILMINGTION
. MAINTAIN MINIMUM 3 COVER FOR ALL WATER PIPE.
u�
EX-A4 ` � AREA DISTURBED 1.43 AC
_._ y 9 '
4 w TI) dO' (IS71NG i y r r ,i 24" WIDE- SOLID 71E TO EXISTING 10. ALL SANITARY SEWER CLEANOUTS IN PAVEMENT AREAS SHALL BE
CURB k GUTTER
REL�~ T ,,�� CONCRETE` � � .
/ IDEWALK "' w� r \/ / WHITE PAINT STRIPE CONCRETE CONCRETE SIDEWALK TRAFFIC RATED. MINIMUM BUILDING SETBACKS:
t, �r, "._ Ve --'W -TREE STOP SIGN
PROTECTION FENCE / I 11. ALL PVMT. MARKINGS SHALL BE THERMOPLASTIC WITH THE EXCEPTION ,
�.._.WL --�C i .m E FRONT: 25
_. .. / \ OF PARKING STALLS.
a 4 * '�~ 1' RPZ BACKFLOW REAR: --- -- - 15'
�I I 6 8 _
PREVENTER• Iq ,,,` ' - �11E TO EXISTING 12. CROSSWALKS SHALL BE 8" WIDE SOLID WHITE THERMOPLASTIC. SIDE: __ 0'
5') ,r u ti 1 �" RPZ IRRIGATION DESIGN BY r , �w
,,..".4) , '� 1 - - aFP BACKPLOW OTHERS. % r : ;, CURB ac currER MAX. BLDG. HT: 35
13. STOP BARS SHALL 4' BEHIND THE CROSSWALK AND 24" WIDE SOLID
gj ( _ NEW 4' CONCRETE 1V's eFP P�RpEVENTER I 5*, REPLACE EXISTING WHITE THERMOPLASTIC. MAX. LOT COVERAGE -- 40%
SIDEWALK W PERMEABLE
S ` ' °
PA SIGN I CURB INLET WITH
_- v r ` - u lET0.-EXISTAANG----- PROPOSED BUILDING SETBACKS:
•
----�9-r-� i DROP INLET 14. MAX. SIDEWALK CROSS-SLOPE IS 2%.
u CURB do GUTTER i1 �" I tt >K ,r3, FRONT (COLLEGE : 97'
TE TO EXISTING ,�' {'t } , r -' .i.. �. ;?ii:}:°`:': .. )
WATER M rt u :, :' .v�T a`iv 15. FINAL SURFACE COARSE SHALL OVERLAP SAWCUT JOINT AND '
CONCRETE SIDEW ' ' .; � s ;- ;.._�r ` ">; :� �,. . REAR: -_ 68�"� 1a ns INTERFACE OF AS
PHALT HALT OVERLAY AND NEW/EXISTING ASPHALT
SIDE: __
RET.00ATE, LECTRICAL FEED_.,,_. - �-� OBSERVATION ,, �S? ,
s s` PAVEMENT. (2 MIN.)
if TQISIGN IDE-PROPERTY ._ -- � F. WELL .: ,<,,; , , ,` - I BLDG. HT: 21 '4"
UM C TEi-- - ,, .'= ;..7 , I 16. SCARIFY EXISTING ASPHALT AND APPLY TACK COAT PRIOR TO -
C RDI -WORK WT1H �:.':33i`i.J:>:%.;'<>:;:;;;; ; :
LOT COVERAGE
c „� ... rti - 8. _ �,., INSTAWNG OVERLAY
i( ' BEST ;B _ a >% ' ?k < BUILDING DATA: O�
r r ;�/ i" s. R
'` 17, TACTILE WARNING MATS ARE TO BE INSTALLED ON ALL WHEELCHAIR; 11 C --- - t r PROPOSED USE: - RETAIL RESTAURANT /FURNITURE STORE
RAMPS. --. _ /
i of w� f ,. / s. 7 ,-r /- _
w�F �',� r .�ti
�11� LIGHTING ����77 /r -�' .. m `1= � `E,�%G�. P �.. " i '.,: ?°a< - <. ...� %`';ii�: Eyi��'� -- 6 SF
� ':,r _ }<.,.N - ' Gt i ,'��" t ,.. , ..1./.:^a"• :•° ; '`�' :-1 a✓.�f::.`::: :s:: � � ."; _ ,: 8,33
TOTAL BUILDING SIZE
i, i , i - �' . . ...•, : . ., .. � `, ,, � .A � -: `� ` `. r.-;, 18. ALL TRAFFIC CONTROL SIGNS AND MARKINGS OFF THE RIGHT-OF-WAY CONSTRUCTION TYPE: T--- LIB wimi
1
•. "•t .� -^s- ARE TO BE MAINTAINED�NIDE`S D :;' .` � ;'. ,. < <' �<%>m�::<�<i�.`: .::?[:`.:`•':;<%< r,.. BY THE PROPERTY OWNER IN ACCORDANCE �
. ,.
j_%- WNT[ .H'A(11T'STRIPEa w 24' STANDARD h ;. ^t.:i MUTCD STANDARDS. PARKING:
. . ,.. > ; •;, , - .t ,..., _., ,.., _. Ltii '`s4,,.,. ,
`.- `: -,-�: ., .-.fit...., ,,.,•.,, , ;r -CURB AND GUTTER TOTAL REQUIRED PARKING:_ __ 1 SPACE/80 SF RESTAURANT MIN.*
WITH
, V
(1YP) 19. PARKIN STALL MARKINGS AND LANE ARROWS WITHIN THE
j 10' NON,-MUNICI I ; `\ A_ PARKINGEAS SHALL BE WHITE. => 900SF*/80SF = 12 SPACES
EASEMENT I > t: ;'!.'t 5<: ::
BIKE RACK 2IGW 20. INSTALL REFLECTORS PER CRY do NCDOT STANDARDS. TRAFFIC
/
O, MASTER GAS r 6" I 1 SPACE 1,000 SF FURNITURE
IY I +` r' ' METER '" 9 CONCRETE "= I ENGINEERING MUST APPROVE OF PAVEMENT MARKING PRIOR TO => 3,692SF/1,o00SF = 4 SPACES
::: ':r;::s:; 's's •: ACTUAL STRIPING.
4•,, SU 100 ','MENU.: s ' I PAVEM ? ' 1 SPACE 400 SF RETAIL
F I
sr �
ARBUCKS 1,885 ;•,9f)ARQ' �' s,
I r I a ,z,' 1 STORY I ' I1G1° N:-iIM' DARD 21. PERMEABLE /I1#A;,.. Q LE PAVEMENT SHALL NOT BE INSTALLED UNTIL ADJACENT /
� _ + `. ,: ,;, _> 2,751 SF 400SF = 7 SPACES � J
5' TRANSITION =41 0 T; _t, . ;�,: ;;, r z� -" , � I �: �idx'��; S1Gf#1`�;#115iANCE AREAS HAVE BEEN STABILIZED.
�! "m TOTAL PARKING REQUIRED = 23 SPACES
i n TO FLUSH CURB
i: z'r'
22. A UTILITY CUi PERMIT IS REQUIRED AS NEEDED FOR EACH OPEN *
DOES NOT INCLUDE KITCHEN AND BATHROOM AREA
CUT OF A CITY STREET. CONTACT 910 341 5888 FOR ADDITIONAL
Lu
---DETAILS.
SUITE 110 , �" Y�929:5R;:r;;;.�;`'. LOADING SPACES REQUIRED----..- 1
1,432 SF ' 14 ?U' 23. COACi TRAFFIC ENGINEERING AT 910-341-7888 48 HOURS PRIOR HANDICAP SPACES REQUIRED-- 2
B7
I STORY ;< . • ' `� r B2 ;;� ; r: TO ANYEXCAVATION IN THE RIGHT OF WAY. BICYCLE PARKING REQUIRED_.__...
FLUSH CURB FFE=41.0' ° ;; : �:;:;:::; :
uj
,1: s'i I I I E I �I I s �cr:.- :#±ERMkATdItC '<.;: >:' ,t; o ,piWer 7n,,� PARKING PROVIDED:
N� e' tp, t fA --1 r :1 ,, r "- .-�.: tip :i;:; '_t I ,, '7 > I!N'd, , J
REGULAR 9x18�I WHEEL STOP I . , 5#`hi fi= ' r' ( `rx
of 'i i " r A85ERVAtIG11 : .77f7 s; tr:�f. H.C. REGULAR _ O
V„r•) 4 a+ r + `r { `a 64 r' t ( )- -
Q i H.C. (VAN ACCESSIBLE)---- 2
Of PER M , fit+ 2 SEE UTILITYWATER INSET-BELOW - ! LOADING 'AR
a,I i PAVE ENT SIGN � ;;` ,,,"� �' FOR WATER AND SEWER 4 PVC RQOF "'" ,: `•, � B. '' � t wuo�g
__ EA
DRAIN UNE :< ' :F:.>>; % `:did;;%;• EX-B5
wl J n' I a INFORMATION TOTAL: - - 27
n ..._ �. ON
i I pry � : 15 :' `- " i AROLINA BICYCLE PARKING PROVIDED_ 10
I
G � of SU
ITE
W .Z :n 120
I
P blic Services ° Engineering Division Imam
C
H C SIGN �I' 9 9
I
..I' i I • ; � , . . .? _,,i` 5.019 SF :�: �:::.fe :::;;>: .� 'R
a
AN ACG�+~J Fss i7O S9`, 0 � TOTAL REQUIRED
TIE :1 N ) t I EQ IRED PARKING:-- 1 SPACE 400 SF RETAIL
J� : / STORY AP
T PLAN
I
5 CON
R ED S ORMWATER MANAGEMENT
- CONCRETE qq(( if' I
APf?X. INV.- �� � �:�
FFE
_�. �' 1 , . . � 41.0
- 1
� � � � �:=;>::: '>'>>:;::.':%:,':''�. d�%%: %: ; f' 400 1 4 SPACES
# !� � � . --�o„ qcc
SIDEWALK �.,.,,�. = > 45,520 SF/
••
Date: Permit
TOTAL EXISTING PARKING:- 291 SPACES
I' I 5' TRANSITION 58 g" pyC -t,. REMOVED SPACES: - 101 SPACES
CNI
DOSING �IANHOLC �" r' '`' --
I TO FLUSH CURB ' + '4' `50F�bgi N%-OS A#E At�A Signed:
� .. INV=33,9b � SS O 1.Ox VARIABLE DEPTH ASPHALT ------------ ------ TOTAL BEST BUY PARKING:_ 180 SPACES
I 4 it I I i BIKE RACK (3) t CTRIC SERVICE a e s ' :`: OVERLAY 1' (MIN.)
24 STANDARD GUTTERS p{�y p� µ
V.
I�lG (VL,', E11rI1 e O
If
CURB AND GUTTER LOADING AR :: ti
(iYP.) NO STRIPING ma,, . � �' j Z
� r ' � HEAVY DUTY ASPHALT ,I i
��® PAVEMENT
M(*UMENT:ISIG I
,
(130 SF MAX I 41 LF 6" PVC
SS O 1.0X ,,., :r i• '4,ai + ..._ .-� - - __
_ I ELECTRIC SERVICE . ,% �� 1 SITE UTILITY LEGEND
f:. Y^
�'- -^� ^-- -. .. _ WIDE
PAINiSOLID
STRIPE CONC. CURB do GUTTER TRAVEL DIRECTIONAL ARROWS
1 �`
i
r -TRAFFlC RATED SS " PROPERTY U .. _ ��
- C/O INV.=34.84 . 1 . _� NE- - .-. �. ....,._.___. _._.._ f+,
,
123 LF 6 PVC ) ...,�� ,. +
1 r t
STORMWATER RETENTION POND
/ 25 LF 6" PVC TRAFFlC RATED SS SS O 1.3X 24" WIDE SOLID - = SITE LIGHTING (FIXTURE) c
SANITARY SEWER LINE z
C O INV=35.00 SiTE LIGHTING (TYP.) WHITE PAINT STRIPE y�
ti 1 kvrASS O 1.3X / 38' STOP SIGN DROP INLET ARD INLET a o
'� o ✓/ � , TELEPHONE SERVICE WATER LINE �
I / lZ".A`„\�•";tl��'��` ,, A . GAS SERVICE TELEPHONE LINE
® CURB INLET
�,- I i CiAR_ .�l
., 1.
. �'' r I� FLARED END SECTION ^C na
< ELECTRIC LINE ® opy rnr O
EXISTNC C "aMt\SF "' MBSL ;,., iCwC w C;
Approved Construction Plan HANDICAP PARK ]�
MASTER GAS METER 1 Y/'� TIE TO EXISTING o p o Z ...,
c Name Date ro�
3„•9i " QDM CURB Ec GUTTER STORMWATER LINE o
1 1/2 COPPER 0 WHEELSTOP Cop v
DOMTSTC W/L i, 's Planning
SANITARY SEWER CLEANOUT aNwN a w Z
® 22 LF 4" PVC SS EDUC x �;r FIRE HYDRANT ASSEMBLY yyCR) WHEELCHAIR RAMP
O 1.OX INV.=38.0' ; Traffic GATE VALVE
EXISTING CONTOUR �, n
JNV y`3 y 4 Fire pop.
TEE
1 " SUB WATER REACTION BLOCKING
1 BALL SPILL CURB
I �„s M " BOIAESIIC- HEAVY-DUTY PAVEMENT' C) OBSERVATION WELL
q m � 3/4 SUB
\t , WATER METERiff
SS 1p t
22
I
f i I INV.=38.00 3/4- BALL
i 4
I a A4TERSUB
METER bY:
�I a
BEFORE YOU DIG
4" PVC CALL TOLL FREE
. 1.0X. /MPERV/OUSAREA CALCULATIONS 1 800 632 4949
PROPOSED IMPERVIOUS AREAS: � :` O4Q3a2
_ 1 .I _-._
r BUILDING 8,336 SF (18%) %�'�� �+• 'O :
"_ • TOTAL SITE ACREAGE .''°"tN��. 4 ��
738 SF
9 LF 4' PVC (1�05 AC)SS 0 �J!!I Rp1
T INV.32.0%7.03' •, EXISTING IMPERVIOUS (ONSITE) 27,156` SF 59% 03/I?�/y � 3
%" � PROPOSED IMPERVIOUS AREA ( °) `p "
rT�TURNING MOVEMENT - DUMPSTER TRUCK _� , �,� ,, , (ONSITE) 29,456 SF (64%)
C-04 SCALE: i" = so' �` NORTH CAROLINA SCALE: 1" = 20' AJ14Yi,
ONE-CALL CENTER i
2 UTILITY INSET o 20 40 5o so
NOT FOR CONSTRUCTION C=04
,
,

I i /J r GE CPSC K1A
m `o H
r p�G r DRAINAGE LEGEND NOTES: N
M w
r PROPOSED STORM DRAIN LINE 1. ALL STORM DRAINAGE PIPING SHALL BE CLASS III RCP UNLESS NOTED w a Zw o
OTHERWISE. M z
CURB INLET > ® PROPOSED CURB INLET (CI) v,0 0 0 y =
CURB INLET FLOW 2. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH NCDENR, NEW o z z� n
I, FLOW 36.94 INV, - HANOVER COUNTY, AND CITY OF WILMINGTON STANDARDS AND 5 0 0 0 0 0
32.78(24"S) INV, \ 33.57(15"S) INV. PROPOSED 2'x3' INLET SPECIFICATIONS. (4i z o = o
LOT 1 TF COLLEGE AND NEW 32.77(2a'E} INV _ s / 33.59(18"N}
CENTRE TRACT 33.34 15"N PROPOSED FLARED END a
- WL SECTION (FES) 3. CONTRACTOR SHALL COORDINATE ALL GRADING OPERATIONS WITH THE 3 a 3 z
MAP BOOK 40 PAGE 263 a ( ) ® -�
ZONING: RB OWNER'S GEOTECHNICAL ENGINEER, AS APPROPRIATE 3
CURB INLET FLOW ' �•! 2 RCP -__ WL o 0 0;
LAND USE: 601 FINANCE BANK 37.08 INV, J W� �� ---- t^ . EXISTING CONTOUR
32.79(24"N) 4. CONTRACTOR SHALL MAINTAIN POSITIVE SLOPE AND OUTFALL OF ANY Z 4o n
Jam✓ p J Y a -178-- PROPOSED CONTOUR FOUNDATION DRAIN SYSTEMS. 0 �0 G 8
zaw PROPOSED SPOT 5_ SPOT ELEVATIONS ON CURB REFER TO THE BACK OR TOP OF CURB -a a a I
o ��g - ` Wl ✓ n ELEVATION (TOC) ELEVATION. ELEVATIONS ON STORM DRAINAGE TABULATIONS (SEE m n
DETAIL SHEET) REFER TO EDGE OF PAVEMENT (EDP) ELEVATION. N ro 7:2 5 N
f \ f a �WL ' r - - - _ - -38- 3a SPILL CURB
N 6 CONTRACTOR IS RESPONSIBLE FOR VERIFIING ALL R .a 0 0w on a
p
j WATER FLOW ARROW THE START OF CONSTRUCTION. z
W/ GUY •-''� ! SE.MCNT 265 V{�- 0
I
r d CC�S EP AO 9NU r -TP- TREE PROTECTION FENCE 7. PROPOSED BMP COMPLIES WITH .NCDENR AND CITY OF WILMINGTON
Nr, gCoy, j 9 / u9 ug_... STORMWATER ORDINANCE.
_ ✓ C131 �W -38-- r `I L 8. MAXIMUM SLOPE OF PERVIOUS CONCRETE SUBGRADE IS 0.50%.
ENS' j ...• �GEN"P- BOOK 2 05E91
PPGE OW- g, wP'C';:-R�`�t1E j `� k 4
23.90' 9. NO TREE REMOVAL OR RELOCATION MAY TAKE PLACE UNTIL A TREE
EX-A4 REMOVAL PERMIT HAS BEEN ISSUED BY THE CITY OF WILMINGTON.
'✓ REPLACE CURB
50 LF% P - -) - - - _ INLET WITH DROP
Z
I rim
ANHOLE � it o I � .....--- ""'.".... 1� _--�' � i 3•�.• '"".-`' � (
1.50 INV. '" I FP 7 3 I I
(15"N) INV, , I ----' �- _
BFP w - -`"- -" 39.10
PERVIOUS 1 _ _ f
��ug ug 3 - A CONCRETE (TYPJ I - g 39 09 CATCH BASIN RIM ELEV PIPE SIZE (in)BINV.
ug _ I INLET# GRAZE TYPE ROADWAY PIPE SIZE m & INV. IN O u 39.71 }} :'` ( }
ti19 9 a` r .. s r J.r„r.•' '�:`.. FiYT 'TYPE
(EOP) OUT
INV.
Al NCDOTSTD. 840.02 TYPE 'E' SOUTH -CURB INLET 39.40 N/A N/A 15 36.15
I
A2 NCDOTSTD. 840.02 TYPE E' NORTH -CURB INLET 39.49 15 34.65 15 34.45
{ ,� ,,•w''. � .• , ,,, � A3 NCDOT STD. 840.02 TYPE 'E' PERVIOUS CONC. OVERFLOW 39.10 15 33.81 15 33.71
EXA4 NGDOT STD. 844.02 TYP XIS
E E' EXISTING CURB INLET 37.08 15 3 24 32.79
G 2 -
, , ,, r 3.2t
39.38
1
32 LF 15" RCP
r �•�OBS OBSERVATION �-
0 2.0
i
ERV ON
l
,
WELL
39.83
81 2'?r2'YAftQ INLET 6TD.T AQJA 39,1 QP CENTTQ BUILD-... 2 ING 4Q,Q0 N!A 15 34.7
f
I
5
NIA 5
f C"i
t
/
9.94 B I 2 NCDOT STD. 840.02 TYPE PERVIOUS 1 I CONG. OVERFLOW 39.14 15 34.41 1 15 34.31
S1t SIG
N
I ( II I I
LO
T 2 TF CO
LLEGE
EG E
AND B3 NCDOTSTD. 840.02 TYPE 'E' DUMPSTER ENCLOSURE 39.10 N/A N/A 15 35.85
TRACT MAP
BOOK 40 P #2 -15 I I
oo I 1 I
iI
40J 8 39'�40.
I � '
344..0081
39.28 ZONING. RB 84 NCDOT STD. 840.02 TYPEE' LANDSCAPE ISLAND 38.75 3 15 33.92
3"SY ORE 40.6 1I ( 1 LAND US • 528 NEIGH3�56 1 4 .90 1 LU
� 38.99
NY.
r,
i
i / V
I I 0 ST RM DRAINAGE
TABULATIONS
L - 40.tt NS
Y x b Q
I
C-O'J
J SCALE: N.T.S
ro j BIRCH 1 ST, KRSY }.885 _ 96 1 40.39 ) 1 Q
I I 1
- I
I
! 4t TF
L, EG I
E` ASP HALT OVERLAY
, AN� I i 40.69
ACRES
I I
'RB
F 2 ;
1
1 (
I 1 E•'yUj
q.Y.
•f .
I l I ( s Bt ao.s8 b r ,r�
i
t
_ •38.50
SIG
N � .46 40 15 LF 15'b -t 2 SF( .43
I I '^I
38.42
R9P O 1.0% t..STORY 44.98 ;-' B2 I ' " Uj
V
SIGN / ': 40.76 L �41 0 1 PERVIOUS :i(� ¢3e�R..ii'j:'::•j [is: DROP INL
ET TOP Z
l 4"8I , I , ;r - _ CONCRETE „ �6 37.76 INV. J _
1 I Q +1 1 Y 1 1 6 OBSERVATION rr f 33.76(15"W) INV.
w I
I ! :. 40.70 ! ( 40.90 40.90 WELL I B4 33.77 15'S I f ( ) NV. Q
,.r .
� � � 32.99(24"E) NOTES:
1. ALL PLANTS DESIGNATED TO BE SAVED SHALL BE
ERVATION
..,..PROTECTED-BY'FENCING;-.AS-ILLUSTRATED.
REPLACE DROP
10' ON M0 ICI 40.76 86�1 ( ` 40.66 ' 7F:.1�T I� INLET TOP WITH
SAS MEN I ( �I" sFTCP>.>?'t>'�::r< ;•;;;; I INSTALL TREE PROTECTION FENCE AT TREE DRIP
., - _.,<,- -:TiE IN. 6" PVC I .:;. : ......�... / 5 CURB INLET TOP 2 LINE OR AT EDGEOF DISTURBED AREA, AS SHOWN
B
ROOF, DRAIN 9 ON PLANS, PRIOR TO COMMENCEMENT OF
120- :,. WVE TO 7-, ��. E11XY:'". 3858 CONSTRUCTION.
I �- PERVIOUS 1 08Ta0RYF DOWNSPOUTS I 38.62
i I i
;t
� CONCRETE . 3. SPACE
.� ACE TREE PROTECTION
`i" .) 40.98 , -: K >.4 .0 f 1 M
ECTION ZONE SIGNS A MINIMUM
x 'ta OF ONE EVERY 200 FEET. THE SIZE OF EACH
SIGN MUST BE A MINIMUM OF 2' x 2' AND BE
13`J in VIS
IBLE BLE FROM BOTH SID
ES OF THE
FENCE.
1 I 1
40.9 6
o .90
10
THE SIGN E MUST CONTAI
N THE FOLLOWING
40.6 Of
a
I40.33 d
1 I
40.88
0 LANGUAGE A GUAGE IN T
s '
BO H ENGLISH & SPANISH:
V. TREE PROTECTION AREA - DO NOT ENTER".
I \ m O
II ! I J , I 1 S 40.7 40.70- ti ,,. 1 39.76 f �• r' w FENCE MATERIAL: 3. THERE SHALL BE NO STORAGE OF MATERIAL
? ORANGE, UV ESISTANT U)
HIGH TENSILE RSTRENGTH o WITHIN THE BOUNDARIES OF THE TREE PROTECTION
POLYETHYLENE LA INAR
BARB 4. TR EING.PROTECTION FENCING SHALL BE MAINTAINED
_--E -E S-�� 1 ^� y. 38.86 ATTACH SIGN w
S A w ( I o THROUGHOUT THE DURATION OF THE PROJECT.
P
/ T- T T- T_ t - I TO POST
1 \ ELEC. € - - - E Y - -- _39- �- - 0 1 4 4A -
\ 39.55 I K
r• PE
WATER
METER l f Al 40.39 _ ti i _� PR�ECnON 4'-0" Approved Construction Plan
u SlGN� / �ASPH4LT. PROPERTY LINE �l
b NeZONE
MINIMUM Name Date z a
` 5 s FAIRWAY
SIGN \ ( G Planning
BILLBOARD t 1 GRADE ^N o 0
ANHOL � � EXISTING CARWASH \ 1 Traffic
2•-0•' MIN. �dy �o,�; Z
Fire ��a wo w
1 Z O F'"
(N) I FFE=39.91 I - ��'a� oy"aq
4(N} iNY. ¢ .(" 4'-0° O.C. OoD ti xC0 c�
8(s) INV. I / a MINIMUM
w� w awl z
9(E) tf s N 1.33 Ibs/LF STEEL POST
f 2
� 1 crrroe
2 TREE PROTECTION FENCE L GTON
i 9 f I I OcJ SCALE: N.T.S NORTHCARO . �
NOW OR iCRMERLY / \ f C-I Public Services Engineering Division
CRUISERS CAR WASH
MAP B ! f
OOK 25 PAGE 171 )�- ZONING: TB APPROVED STORMWATER MANAGEMENT PLAN�
t j Date:------------ Permit #-------
LAND USE 560 CAR WASH i j I • �
�i/ Signed: ---------- ----- �I
I �
BEFORE YOU DIG
CURB INLET
FLOW 37.09 CALL TOLL FREE
1 INV. 34.26(15") 1 800 632 4949
- C
0403h�
� ,v i r7Yvltdc`:' 0�� 3
NORTH CAROLINA Ark7 xU�� �� �✓j IR0'A �� 3
717r!
ONE-CALL CENTER k {{1\\\� 4;/gl{y
FAY: LE: 1" = 20'
0 20 40 50 60
NOT FOR CONSTRUCTION C.05
- -

0
RELOCATED LIGHT POLE
(CONTRACTOR TO CONFIRM LOCATION
IS WITHIN THE PROPERTY BOUNDARY)
LANDSCAPE AREA CURB & GUTTER
Nip PARKING AREA NEW ASPHALT
WHEEL STOP LANDSCAPE AREA
TO MEET CITY OF
N WILMINGTON REQUIREMENTS
I „
HOTLY
+"w _ 132.8 __ - 19.4 35.5
G 5 70'56'24" E 200.25' 24" PINE 4../OO O "ti„/.�G �i '!{ j-,,._ aa£ w'�Yµ•I \
rc�n
/ 12.6 31J j 47.6�� L
7 1 -- 4.5
- RI -DROP INLET i i�t v -ti
TRIM = 40.46
o
•
r " PROPOSED SILT FENCEJ�—
. 1 2 t SF 41 '� ,1•rxL TC 41.50
f ,xxtt enc tl \ � ib•aua .—_.. -v.. r tl �.,r
CONNECT TOE ��!!G DRIVE, AY �� -� 47,�� X "t.+:J owl
X ' .7g O ,cn — ._.�'^� ((( R3,0 t, 41.8 _ 4
GRA1 VTH CU ING i O� f f �� f 1 �� 4i.pl��
41"T4 �� TG rrf ,Y xvawe 4 34 �� ,tt:ms
1 1
1 r 42.G
NEW ASPH T
3 /
{( - A L PROPOSED LIGHT
� � ' � � � : � I I o fro ee vvE r n,mat•)� I � f
m i ( f /._.97 It
50
L i I r j
Dow
�
irNl" N I � I � Fe ax
e
a NEW ATM MACptINE
l' IC rr[ ii`
— z— —
r +zs, % r t j _ ff
I
i
I
( 2 4 i %{ Q k q „ X 41
NEW ASPH�(LT /
i w j.,, X sr_F, st.�3 l 1/ j (�/ 1 W I 4; // J
x / � ._g4 .43
f j w '— _ BUILDING ADDITION
--_ HALT LT PP
1 77,
41 �
1 �
,
( _ 4oza
345,47'
6°-22'J7 —h". �""' i `'� i� ! p I , I 31"W 345.4T
N 70'44'53"W 20Z76' ' � t N 70'44'53"W 207.76' ,
v
s
EX 4 SIDEWALK
E% 4' SIDEWALK
---
r -
1
t J,
,r OPTION #2
NEW PARKING SPACE
40 REMOVE EXISTING CURBING & /
/ ( I ADD NEW ASPHALT & CURBING. 40
r REMOVE
AND REPLACE EXISTING
VARIES (10' MAX.)
SET GRADE OF CURBING TO DRAIN I TOP STRAND MIN. 10 GUAGE STAY WIRES MIN.
TO EXISTING CURB INLET. #
DIMENSIONED LAYOUT #12-1/2 GUAGE
SITE WORK
LINE WIRES MIN.
PAVING NOTES: #12-1/2 GUAGE
ASPHALT PAVING: 1 1/2" 1-1
6" ABC „ � \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \ \\ \\ \\ \\ \\ \\
2' o" COMPACTED SUBBASE S01 /4eia;�;.n.I
0'-1" 0'-1" t" / 1/2" R
�lY~1 �FPf�ft /\ \ BOTTOM STRAND MIN. 10 GUAGE
1'-4.5" 0'-4.5" SEEDING MIXTURE RATE LB/ACRE
ACRE) PAVEMENT MARKING NOTE: \ #
CENTIPEDEGRASS 10-20 LB/ACRE (SEED) OR /
33 BU/ACRE (SPRIGS)
1" R D- ALL PARKING AREA PAVEMENT MARKINGS SHALL BE IN Feb.211 zCx-A
ACCORDANCE WITH THE MANUAL OF UNIFORM TRAFFICL
. . SEEDING DATES: MARCH - JUNE CONTROL DEVICES AND THE AMERICAN'S WITH \\
APPLY LIME AND FERTILIZER ACCORDING TO SOIL TEST, OR DISABILITIES ACT USING PERMANENT PAVEMENT APPROVED.�' C� TEEL OR WOOD POST
/TORM�vAT� R
1 1/4" R \ D APPLY 300 LB/ACRE 10-10-10 HARKING PAINT NORTNNA CAROUNA
\ \
1 Q DMSION OF WATER QUALITY E C E y ED FILTER FABRIC
oa a
PERMANENT SEEDING Date —� ��► '. �_x� JAN 27 M
gtormwnerp�rmNNoSt✓S ,2p72sg70p � FILL SLOPE
O o NOTES:
PAW DYVQ GROUND LINE z
0, : 1. WIRE SHALL BE A MINIMUM OF 32° IN n N
WINTER AND EARLY SPRING SUMMER FALL
WIDTH AND SHALL HAVE A MINIMUM OF 6 N
U p: 0 : p © _ SEEDING MIXTURE RATE (LB/ACRE) SEEDING MIXTURE RATE (LB/ACRE) SEEDING MIXTURE RATE (LB/ACRE) LINE WIRES W/12" STAY SPACING D
. .Q RYE GRAIN 120 GERMAN MILLET 40 RYE GRAIN 120 \\
0. P. (GRAIN) (GRAIN) 2. FILTER FABRIC SHALL_ BE A MINIMUM OF C) \
ANNUAL LESPEDEZA (KOBE) 50
36' IN WIDTH AND SHALL BE FASTENED /
D Q OMIT ANNUAL LESPEDEZA WHEN DURATION OF TEMPORARY SEEDING DATES: APRIL 15 - AUG 15 SEEDING DATES: DEC 1 - APRIL 15 ADEQUATELY TO THE WIRE O
COVER IS NOT TO EXTEND BEYOND JUNE. APPLY 4000 LB/ACRE GRAIN STRAW FOR MULCH APPLY 4000 LB/ACRE GRAIN STRAW FOR MULCH 3. STEEL POST SHALL BE 5' O' IN HEIGHT
APPLY 2000 LB/ACRE GROUND AGRICULTURE LIMESTONE APPLY 2000 LB/ACRE GROUND AGRICULTURE LIMESTONE w AND BE OF SELF FASTENER ANGLE In o
SEEDING DATES: DEC 1 - APRIL 15 APPLY 750 LB/ACRE 10-10-10 FERTILIZER APPLY 1000 LB/ACRE 10-10-10 FERTILIZER J
.75" STEEL TYPE a o N w \
APPLY 4000 LB/ACRE GRAIN STRAW FOR MULCH 4. WOOD POSTS SHALL BE A MINIMUM OF 6' o -I v~1
WHERE CENTER MEDIAN CURB APPLY 2000 LB ACRE GROUND AGRICULTURE LIMESTONE IN HEIGHT AND 3' OR MORE IN DIAMETER 3 M _L
IS REQUIRED GUTTER SHALL APPLY 750 LB/ACRE 10-10-10 FERTILIZER TEMPORARY SEEDING WIRE FABRIC SHALL BE FASTENED TO WOODEN /
SLOPE AWAY AS SHOWN POST WITH NOT LESS THAN #9 WIRE STAPLES \ /
CURB & GUTTER 1-1/2" LONG
r (�J j ANCHOR FILTER FABRIC
12 Ak4 SKIRT
NTS
GUIDELINES FOR TEMPORARY SILT FENCE DETAIL
N.T.S.
°te
FIRST UNION NATIONAL BANK /► 5 "=29�,aWN UNIVERSITY BRANCH
Sheet No
909 MARKET STREET
WILMINGTON, NC 28401 1"=20'
w I� WK [phone] 3 INCREASED IMPERVIOUS AREA BY 480 SF 10/4/99 Drawn : 250256 SITE PLAN ANDF6f C - 2
�v SOUTH COLLEGE ROAD Engineer DICKSON 2 MOVED PROPOSED LIGHT PER ARCHITECTS REQUEST 7/22/99 MNH
Raleigh, , Asheville, NC NORTH CAROLINA MISCELLANEOUS DETAILS
Planner: Checked
WILMINGTON, NORTH CAROLINA 28403 Columbia, SC Charlotte, NC 1 MOVED PROPOSED LIGHT PER ARCHITECTS REQUEST 5f10/99
Surveyor Atlanta, GA Hickory, NC REV. NO. DESCRIPTION DATE MNH
Project No
R E V I S 1 0 N S 90242.80 r� Q

(** BEST BUY
SITE CONSTRUCTION DRAWINGS
i
SOUTH COLLEGE ROAD (N.C. HWY. 132) & NEW CENTRE DRIVE (S.R. 1272)
NEW HANOVER COUNTY, CITY OF WILMINGTON, NORTH CAROLINA
22 NOVEMBER 2000
MAXWELL JOHANSON MAHER ARCHITECTS
513 THIRD AVENUE SOUTH
NASHVILLE, TN 37210
615.244.8170
FAX: [phone]
WOOLPERT LLP
mm
5040 Corporate Woods Dr.
Suite 120
Virginia Beach VA 23462A370
757A562915
WOOLPERT FAX 757A97.6765 IRECEivED
DEC 2 8 20M
PROJ;k SW g7b7o5
i
SITE PLAN VICINITY MAP SHEET INDEX Na DATE REVISION
E
a / \
0
I
"NORTH
71' • - 11/22/00 C000............................. COVER SHEET
cli
U.S. � 17 • - 11/22/00 C001............................ GENERAL NOTES
• - 11/22/00 C100....-...................... TOPOGRAPHIC SURVEY
o I • - 11/22/00 C101............................ DEMOLITION PLAN
• - 11/22/00 1 C200............................ STRIPING & PAVEMENT PLAN
0 I /
a • - 11/22/00 C300............................ GRADING AND UTILITY PLAN
x I I ,/ r� • - 11/22/00 C400............................ EROSION & SEDIMENT CONTROL PLAN
E I I / I y • - 11/22/00 C500............................ LANDSCAPE PLAN
o I j • - 11/22/00 C501...................._...... LANDSCAPE DETAILS
6 m • - 11/22/00 C600............................ DETAILS
3 N _ • - 11/22/00 C601............................ DETAILS
co
o
`0 x _
I
LID
> � raovasm I I
3 o Ln C) I I
p p ¢ I i �V
j APt�i��.�lrg-0
m 1 m O E NORTH C,4ROUIlA E^„V;"a?ttfEllTAI
Ln c O I MAMA( --4 C1. "' L `I�R
zOONNQ
DIVISION OF WATLR C:1Adi-l'
6 0 3o tj I
I N 11/22/00
oat4�l__!�_ L� ISSUED FOR AGENCY REVIEW
2�1
v "t / y i �/ r — -- i &tormwatx P®Tmlt Nn SW] �0}OS Mv0
o ; m i 1 �] �` C PROJECT NO. 58360
_Ln ---- �T
0 m _ Y
a o - - - - - - - - - - - -- ---------__- _==-_� - WING INDEX LEGEND `���N,CALMP� °
M —__—_____— a R.
........ y
`° A. o- o- - URA \.�`� . Ro
- -
00
X p P P L a �� HOST RECENT ISSUE OR REVISION DATE 4 ,/9
0 r 6 e N CENTRE V 70' 12 p-"_______-_. ___.... J \\\,��J°FBSS/�',�� *s
m
o ——— ——— ——— —-- O x00 COVER SHEET (\/\��
(n Q a0 s� Fi� 4 ww�s \/000
O i [� .�
Ln (n / LATEST REVISION NUMBER •-l' .
2 � °
T I j INCLUDED WITH THIS ISSUE FILLED CIRCLE INDICATES DRAWING i'SCHNl,,
SEA

LEGEND
` ` a
EXISTING PROPOSED EXISTING PROPOSED Rp ,`, � 4 i
El CATCH CATCH BASIN ■ ��r
{r CABLE UTILITY MARKER
o CURB INLET
fr ELECTRIC UTILITY MARKER
DOUBLE CURB INLET
o END SECTION GAS UTILITY MARKER
4- TELEPHONE UTILITY MARKER
O STORM MANHOLE
® ELECTRIC RISER
O SANITARY MANHOLE
e CLEANOUT 0 ED ELECTRIC PEDESTAL 121
V ELECTRIC MANHOLE
© GAS MANHOLE
® WATER METER ® (D TELEPHONE MANHOLE 6 O
BLOCK ® WATER MANHOLE ® y
THRUST
p FIRE HYDRANT w o FOUND BRASS PLUG U
of
® WATER VALVE ® FOUND IRON PIN w
FOUND HIGHWAY MONUMENT Q
REDUCER
REDUCER, HYDRANT LEFT •A ® 0
FOUND IRON PIN WITH CAP O
REDUCER, HYDRANT RIGHT O FOUND IRON PIPE o
VALVE, HYDRANT LEFT .N ® FOUND PKNAIL N
FOUND RAILROAD SPIKE
VALVE, HYDRANT RIGHT W o
R/W FOUND RIGHT-OF-WAY MARKER C
VALVE, HYDRANT END
� FOUND BOAT SPIKE
VALVE, HYDRANT END � ®
® FOUND HARRISON MONUMENT
Z
POST INDICATOR VALVE + FOUND CROSS
" SET HUB ■ O
p WATER SPRINKLER
SET IRON PIN WITH CAP N
WATER BEND '-+ OR ISi OR T4 SET PKNAIL •
® WELL ® SET RAILROAD SPIKE ♦ 00 N `1 � Y
FLAG POLE 0d GRADE ELEVATION ® OR ® � F cd G
cc < uw d Y
GROUND LIGHT #
a o 0 0 0
LIGHT POLE 91 010 DRAINAGE FLOW DIRECTION --
POWER POLE TREES ® O
TELEPHONE POLE
r�
TELEPHONE AND POWER POLE nj
POWER AND LIGHT POLE
rn
TELEPHONE, POWER, AND LIGHT POLE
O N
LO
CD BUSH/SHRUB
TRAFFIC SIGNAL >
0 BOLLARD • r
® TRANSFORMER ® 0 0 0)
SOIL BORING HOLE/BENCH MARK O ) N �
0 GAS VALVE ® O_ O n
0 GAS METER ® ® N
MAILBOX
O Lo
a (0
SIGN -w- J O a� .E
0 GAS REGULATOR
O p r- X
Ln
0 GAS FILLER DISABLED PARKING SYMBOL �, 3: Ln u) > r L`
GF
GAS PUMP � R�P GAS SHUT OFF
ca
® HAND HOLE 0 4& WATER SHUT OFF
0 HEATING/AIR CONDITIONING UNIT STRAW BALE Q
® JUNCTION BOX ® INLET FILTER BOX ❑ �V�
E ® PULL BOX ® ENDWALL k
_a
PO 0 POST (FENCE, WOOD, STEEL, CONCRETE) O HEADWALL
p SANITARY LIFT STATION Es I— GUY WIRE
00 STRAIGHT ARROW �► r
m FIRE DEPARTMENT CONNECTION m A
CD N (STORZ/SIAMESE)
LEFT TURN ARROW ,
N ® TELEPHONE PEDESTAL
cV RIGHT TURN ARROW '>, .LLI
.
® TELEPHONE RISER ®TELEVISION RISER Q
o STRAIGHT/RIGHT TURN ARROW �► p
p ui
o v VAULT ® STRAIGHT/LEFT TURN ARROW H 0 CoLi. V�
Z
6 PARKING COUNT PACE U F
z 0
o W O p{ Z Z
T
m
06Q
� 5 Z
0-
IMF— Z
r/ LL W
z p
cp
M O W
� 0c) V o
I N
W o
0 _o o
_C _
V �
� 3
N m y
o a
z m
o
.o 00
° SHEET NO.
x m
U
Wo
C001
i

SITE DATA TABLE
STRIPING/SIGN LEGEND
ZONING RB - REGIONAL BUSINESS DISTRICT �1 STOP SIGN r
SITE AREA 7,77 AC, (�2 SINGLE SOLID LINE, YELLOW
TOTAL BUILDING AREA 45,520 SF O 24" STOP LINE <
w
PARKING SPACES REQUIRED 45,520 SF / 225 =203
O4 DOUBLE YELLOW LINE. 4" LINES WITH 6" GAP N
9'�9�y 5O HANDICAP SYMBOL, WHITE
REGULAR SPACES PROVIDED 285
HANDICAP SPACES PROVIDED 6 % PER ADO) '��� O6 4" WIDE STRIPES 0 2'-0" O.C. 045' ANGLE WITH WHITE TRAFFIC PAINT (TYP)
TOTAL PARKING SPACES PROVIDED 291 (6.4/1000 SF) �s ' O7 12" WIDE WHITE CROSSWALK LINES 6' APART
PARKING LOT AREA 3.10 AC, LANE ARROWS, WHITE FACE OF SIGN
TO BE WHITE W/
IRVIN T. HORDED O 4" DOUBLE YELLOW LINE Z Z N
INTERIOR LANDSCAPE AREA REQUIRED 8% x 3,10 0,24 AC, ' BLACK LETTERING O 1j Z z Z
R-15 ZONE ,,,j z o z
INTERIOR LANDSCAPE AREA PROVIDED 0.30 AC. RAMONA N. AVERETTE 10 4" WIDE LANE LINE, WHITE W cn
R-15 ZONE " RESERVED �j p w p
r SUSAN G. CAYTON 11 4 WIDE WHITE DASHED LINE 14 PARKNG oC 6 " "
1 1035 / 356 UNOPENED STREE ' 15 NO z O
R-15 ZONE 60' R/W 12 BEST BUY PYLON SIGN, WITH BRICK COLUMNS ® EXIT u v
Z
I 13 8" YELLOW DIAGONAL LINES (1: 1 SLOPE) w 0 w
I 11 z
SIGN TYPE R7-8 t o 0 0
ACCESSIBLE PARKING SERVICE > 0 >
„E -__ SIGN 12"xi8" (8 TOTAL) ENTRANCE a w
S�0'56 3 I t 6 ONLY W g 0 0 0
56 . / t7 WHEELCHAIR RAMP PER CITY OF WIUdINGTON ~ N � o t0
93 \ O ENGINEERING DEPARTMENT SEE DETAILS FACE OF SIGN -ONE WAY- G o N
? � TO BE YELLOW W/
SD 8-09 AND SO 8-12 BLACK LETTERING r 0 0 0
S20.56��/ / I ST. JOHNS LODGE N0. 1 '� i EXISTING ` Z
! ''0.25, A.E. & A.M. ,---- WOOD ;
20 I 1108 / 549 i FENCE ' O
RB ZONE i qi .+,:;::::;;: O
I•- I /�---% / � � ;:c:;; ;::;?;;: INDICATES HEAVY DUTY PAVEMENT � N
5 IANDS(;:APE STRIP '�'' �'
EXISTING 10' MAINTENANCE 1111 V 00 1 Y � Y
DETENTION POND STRIP II ' INDICATES CONCRETE PAVEMENT 3 4
I 1 MI� ��J1 i -''/ / WATER LEVEL=33.3I � C600 C600 °a a W d Y
i FIRST UNION BANK
J INDICATES PAVING STONES 1
/ w RB ZONE I / r� C600
( e I /ASPHALT --PROPOSED
N o I PAVEMENT / / I O
4 sw \ / I CURB & GUTTER M
oI
R9, MUTCD - - - - - - - - - -- - / 1I o N
CROSSWALK
I
E� -
to d
R5' SIG\ N TYP, i
M
J
� R280 --------
ASPHA T O L N
V ..t. O
PAVEMENT
6
i R40 N
U7
K
I
PAR IN
r
N
sm
I
O 1>, ;i: :rcis':?;if::ti:c:i:.:�';° [iysi
>
,
. :F'i�ilyi'';'i�i�:::i ' �i :j�:?+::� :'�i'i�: :••i�?':..�':::�
:•:F: :s•
i N
E �O
3 1 5
I
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0 0 I 0 0.30% I TO LF-6"SAN 0 2.0% TOP 3s.11
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3 ^ RB ZONE CURB INLET GRATE-38.60 I _ . 1 ; 4. MODULAR BLOCK WALL TO BE CONSTRUCTED v♦ /R
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TOP 38.67 O _ I S1``�8� 37,yg MANHOLE = v
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/ �� SANITARY SEWER CB 4.3 TOP CURB INLET 8
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X > a / CURB IN STORM WATER
m u TOP 38.48 MANHOLE TOP37.93 GRATE=38.00 GUTTER 36.36
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o > 0 INV. 33.57 INV. 32.86
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SLO�PEIMMY AS�s1 SULL M _ SECTION A-A
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NOTES: o _p o e'
1. PAVING STONES TO BE INSTALLED PER MANUFATURER'S SPECIFICATIONS. a cowc�TE W o
2. PAVING STONES TO BE CHARCOAL COLOR. g SECTION B-B
1 ~ N i
F�
3. PAVING STONES TO BE CUT AS NECESSARY TO MATCH EDGE OF GUTTER. DATE' 12-17-92 STANDARD DETAIL
cln of MILMINGioN I d
DRAWN pT cc STANDARD DRIVEWAY Ew ARTMW z
SF-RIMA PAVING STONES DETAIL ' 2 w DY: 'IN" °EPA 8-02 3 4.
csoo csoo
so e-D2 DETAIL m e-oz csoo Csoo o
NOT TO SCALE
i
i
N
LD H D z � N
12 12 W 00 - Y Q Y
W
(L G 0 o U
70 MIN.
O
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_39-- A
LD ND // z 10 MIN. J� 0 n
/\\/\\/\\/\/\\ • —/ cD
\� EXISTING PAVEMENT O N
O1 SUBGRADE COMPACTION - 95% STANDARD PROCTOR 12° 12" M *I \jLo
O AGGREGATE BASE COURSE (ABC) 7" 6" " I
� � O
12 COURS AGGREGATE I o Q O N
INCLUDING UNDER AND 1 ' BEYOND CURB VDOTT A �J J ° o I
O3 BINDER H 0" 2" 0 o N ro r
st_7• *SHALL EXTEND FULL WDTH POSITIVE DRAINAGE T �1 0 O LO
OF INGRESS AND EGRESS TO SEDIMENT i
O O ,E d
O4 I-2 SURFACE 2.5 1.5"
OPERATION TRAPPING DEVICE O .4 j � X
TURN ARROW
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NOTES PLAN VIEW E• (
1) ALL ITEM NUMBERS REFER TO NORTH CAROLINA DEPARTMENT p�
OF TRANSPORTATION "STANDARD SPECIFICATIONS FOR ROADS pWpy
AND STRUCTURES." �••a
2) CONTRACTOR SHALL SUBMIT A MIX DESIGN FOR
ENGINEERING REVIEW AND RECEIVE APPROVAL PRIOR NOTES: FA a
E TO PAVING. 1. ARROWS SHALL BE WHITE WITH REFLECTIVE SURFACES.
N 3) THE SURFACE FOR BOTH TYPES CAN BE COMPLETED 2. PAINT MATERIALS SHALL BE USED EXCEPT FOR WITHIN
AT THE SAME TIME. ALL PAVEMENT JOINTS SHOULD RIGHT-OF-WAY. ARROWS WITHIN HIGHWAY 70' MIN.
BE SQUARE WITHOUT FEATHERING. RIGHT-OF-WAY SHALL BE THERMOPLASTIC.
EXISTING PAVEMENT A
PAVEMENT DETAIL 4650 PAINTED ARROW DETAILS csoo EXISTING GROUND 51 c
N NOT TO SCALE NOT TO SCALE
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29 12' MIN.
28 ♦A p 1L
3 N 27 Z
0
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rn 0o 0 23 W U
N o 22 SECTION A—A
21 R '^
a N ' DATUM ELEV VJ
o m 20.00
!b z m °) 00 O O r- N OD r N Q) OD (o (n f` 0) O c0
47 O C11 6 6 � O O O O °) CO °) °) 0� O Ln OD C6 p
K) r7 27 r� Y1 M N N N N N N r') t7 r7 N
0 0 SHEET NO.
-0 In
X m 0+00 0+50 1 +00 1 +50 2+00 2+50 3+00 3+50 4+00 4+50
10
ate, o .o C600 a
� ; C600
PONII SECTION GRAPHIC SCALES IN FEET CONSTRUCTION ENTRANCE csoo
o U) SCALE: 1 "=40'/1 "=4' 0 4o so T2o
NOT TO SCALE
i
i
i

OWNER:
T.F. HOLDINGS
LIMITED PARTNERSHIP
1202 EASTWOOD ROAD
WILMINGTON, NC
28403
PROJECT:
MARKET STREET RMET
CA OOLI,NA WRENNTER AVENUE
WILMINGTON, NC
SST
�000
�0�9
C
INDEX DAWSON ENGINEERING
Engineering Planning Surveying
77
NEW CENTRE DRIVE 3W MINGITON,SN.C.E AVENUE 8403
C - 0 COVER SHEET (910) 762-4200
C - 1 SITE TOPOGRAPHY SURVEY
& DEMOLITION PLAN
C -2 GRADING , DRAINAGE , PAVING AND
EROSION CONTROL PLAN s "
-0 :�o� "
:: SEAL
C - 3 DETENTION POND 19742
SITE IN X
f
C _ 4 WATER PLAN & SEWER PLAN / PROFILE
C - 5 FIRST UNION BANK DEMOLITION PLAN
N NEW DRAWN BY: MNH
CENTRE C - 6 FIRST UNION BANK LAYOUT CHECKED BY: DUD
wDRIVE �� DATE: JULY 2, 1997
I �NW�wO SCALE: 1. 40'
& PAVING PLAN
wko )'7`1
C - 7 MISCELLANEOUS DETAILS
�
N0. DATE DESCRIPTION BY
® C —8 MISCELLANEOUS DETAILS � AP PROVED 7�2/97 FINAL DESIGN — NOT RELEASED MNrt
FOR CONSTRUCTION
NORTH CAROLINA ENVIROPtf.:ENTAL
MANAGEMENT COMMISSION
DIVISION OF WATER QUALITY
Date iR L
Stormrrater PermR
APPROV
NORTH CAROLINA
MANAGEMENT
DIVISION OF WATER
Dat8s&,A o&(q `1 �
Sturm mw po wfta (FR )X`S
SCALE: 1 �� = 500� SHEET TITLE
Vv Il F l l fJ c I N�-
COVER SHEET
TER
SHEET NO.
nECEIVED n Il��uujj AUG 191997 v D -O
P R 0 J #�2 %-1 PROJECT NO. 9623.00
r.\9673\site\aitrpin'. dr
t

LEGEND
OWNER:
5' CONTOUR
,---"" EROSION CONTROL NOTES
V CONTOUR
LANDSCAPING NOTES
SEQUENCE OF CONSTRUCTION CURB & GUTTER
1. LANDSCAPING SHALL COMPLY WITH ALL CITY OF YAREQUIREMENTS.MINCTON LANDSCAPING REQUIREMENTS.
1. CONSTRUCT TEMPORARY GRAVEL CONSTRUCTION ENTRANCE 2. PLANTING PLAN SHALL BE REVIEWED AND APPROVED BY THE CITY PRIOR TO PLANTING.
a►2. INSTALL ALL SEDIMENT FENCE FOR PROJECT 3. OWNER IS RESPONSIBLE FOR ALL MAINTENANCE TO ENSURE PLANT MATERIAL LIVES. 8" WATER MAIN
3. UTILIZE TEMPORARY SEDIMENT FENCE TO PREVENT SEDIMENT FROM LEAVING 4. 15 TREES PER ACRE REWIRED (2' MIN. CALIPER). LOCATION TO BE APPROVED BY THE T.F. HOLDINGS
/ \ PROJECT LIMITS CITY PRIOR TO INSTALLATION. PROPERTY LINE
4. CLEAR SITE AND BEGIN SITE GRADING
A\ b01%, 5. CONSTRUCT POND AND SITE DRAINAGE COLLECTION SYSTEM AND COMPLETE SITE GRADING ,... + PROPOSED STORM DRAIN CULVERT LIMITED PARTNERSHIP
o 6. PROVIDE INLET PROTECTION AT ALL DRAINAGE STRUCTURES UNTIL ROAD IS PAVED
aleI • S 7. PROVIDE ADDITIONAL SEDIMENT FENCE, IF NECESSARY, AROUND TEMPORARY STOCKPILES AND BACKSLOPES
°"" �. 9.8. ONCE POND AND DRAINAGE SYSTEM HAS BEEN INSTALLED, WORK CAN BEGIN ON IMPROVEMENTS 8" SEWER LINE W/ MANHOLE 1202 EASTWOOD ROAD
0;i,.0 OF THE FIRST UNION BANK
A ',•rI I yS"0�.11�1 ( 19. SPR STRUCT SOD PAD MENTPLAN STRUC ERE UNPAD SUN ACCORDANC
WITH NE3WITH FINAL LAYOUT 0 DAYS OF BRINGING AND PAVING PLANS EXISTING STORM DRAIN CULVERT WILMINGTON, NC
SURFACES UP TO FINAL GRADES
II 0f,11111 - . 11 ANY AREAS OUTSIDE
E PROJECT LIMITS THAT
MAY INADVERTENTLY
N RD S RTENTLYCONTRACTOR SHALL CLEAN AND RESTORE TO PRE-CONSTRUCTIDN OBEITIONS -_-= f- PROPOSED SILT FENCE 28403
N TYPE B BUFFER W/ 6 FT OPAQUE FENCE DRAINAGE BOUNDARY
j 12. AFTER SITE PAVING CONTINUE TO MAINTAIN PERMANENT AND TEMPORARY
EROSION CONTROL MEASURES UNTIL FINAL INSPECTION AND APPROVAL BY (N.LC.)
THE NEW HANOVER COUNTY ENGINEERING DEPARTMENT TEMPORARY FABRIC INLET PROTECTION
t 13. REMOVE REMAINING TEMPORARY EROSION CONTROL MEASURES UPON APPROVAL
I BY THE NEW HANOVER COUNTY ENGINEERING DEPARTMENT
I
END TYPE B BUFFER & FENCE A 35
NOTE: SURVEYOR NOTED THAT THERE WERE NO WETLANDS ON THE SITE. AT END OF RESIDENTIAL ZONING 6 FT OPAQUE NFE CE
ICN
BB&T BANK UNOPENED STREET - - \SU E RUNOFF Ne"L
RB ZONE INLET PROTE ON (60 FOOT R/W)
Z DROP INLET #1 NEW HANOVER COUNTY
- - - - � ---
RIM = 40.55 0
'I INV = 37.43 Z R-15 ZONE �' (
(SEE DETAIL-SHEEJI C-7) ST. JOHNS LODGE #1 3I 36s i I I'
k0' t �� I PROJECT:
N
' 91 r A.F. & A.M. DRAINAGE BOUNDARY
86 IF 15" RCP O 0.37 U1 35 /' 3 ' i I NN GOURMET CENTER
Ii •e"" E Zp0 Z5�' _ li',x '��''` i �,r•`w w,.. _ R8 ZONE CAROLINA WREN AVENUE
UE
SILT FENCE (TYP.)
I j sT0�2A = 1 1� rT. y I 41 DI STO M MANHOLE 4 SEE DETAIL SHEET C-B - i i3 / L WILMINGTON NC
I
1 Y` -
SANITARY SEWER "j y- .-c '� ,' `. I II V - 47.1 CLASS B RIPRAP
f \
MANHatE I: , u `Li, UPSTREAM WIDTH = 6.0 FT v �j""- -�\ _�•„�
TOP 43.13' �. I o ;� ,,;, ,� ', ",, i Ir DOWNSTREAM WIDTH = 8.0 FT -._ - 5l �' "--`. ��\.�`, I SILT FENCE (TYP.)
INV. 37.29' I / .ti r ,f
't LENGTH DEPTH 24.0 FT
I 1
r�,_ ' DEP 18 I �.
�r x" / t t 1 I E
Yk" _ 1 CUR INLT #3 / JJ.d OM OF-FOND ftEVE__.28.50�\ / NN
1;t 1 STA IH-99.90, 36.63 RT
TC '4100, IE = 36.00
(SE %DETAIL SHEET C-7)
2 (F. 15" RCP O 6.8%
N.C.D.O.T. CURB INLET N0. 840.01 I m IN UT = 34.5 _ 321 _ _ _ _ _ c` �216
II � ,1 � � pfr' = 0 _ � � C/� 0
T.C. 43.60Iff��--'""'' ' P INV 33.0
INV = 40.00
!ON IN, 't1 11,11 `� L.F DP''! 1 = Y. . T� ROP ® _ - - __.3837 - 'e D A WS 0 N ENGINEERING
f. fi99 -, Engineering Planning Surveying
40 L.F. 15" RCP 0 4.5% RCP O 0.3X
A ( i' tl.- - , ' N ✓' ._
42 L.F. 18"
® a , ___JNV-32.401 i" -_ - 1 3177 NRIGHTSVILLE AVENUE
oI I INLET PROT�GTia�I r 1 WILMINGTON, N.C. 28403
carcH BAsm II I* ___� _ ------ '' - _ - ( 1 ) 762-4200
TOP 47.110 ';<:;�, -
INV 39.38 (ti III �'I ,-.. / �__ -. - _
-� - GLASS- I`� =1�
TLET DE�{AIL `t � 9 O
r' ($EE TRASSHEET C'a)
TT]]�{{
-• �0yrt STREy�O"DTH = 12.0 FT "� E�j 4`'
ENT 12 DIA. STORM MANHOL K
t I i ,I '"`.,w' w Jam' . v _ \,\ •.\PROTECTION" i -4� L .0 FTDEPTH = 18 IN _?9 RIM =
n� 37.40.
`I INV - 32.77E\(TYR (SEE DETAIL SHEET C-7)CONVERT EXISTING CURB INLET 5' DIA. STORM MANHOLE #1 i
NTO JUNCTION BOX \-- 0 STA 5+67.84, 35.36 LT a
MANHOLE RIM = 42.90 �•: i !� .� i,+ RIM = 39.20 I MF-M
INV = 38.10 ` �•1 '� t i-- �q
INV OUT - 32.78 I
SEE DETAIL SHEET C-6 I
( ) CURB INLET I 1 / ; - _ INV = 32.88 18" (W) .�'
rry ae24o 90. 36 LF..'24" RCP O 0.3% - _ 4 \ INV = 33.00 30" (S) - -\_,��,.co
INV = 32.88 24" (E) 4' l
R EXISTING 15" CP
CONSTRUCT NEW 4' DIA. MANHOLE
OVER END OF EXISTING STORM PIPE : : + I �� , �,=' / INLET OTECT10N -�^ K--m '� U11111111
50 FT SETBACK \ 16 L.F. 24' RCP O 0.3% �° �' p`` T
STORM MANHOLE #3 (SEE D TAIL SHEET C-7)
RIM = 42.40 EXIpLnNc 15' RCP w/PUKED END COVERED W TEMPORARY PLUG I i 1_ �~ I ��`� �N �R�(
INV = 37.80 I ENO SECTION 37.92' CURB INLET #2 LF 18 RCP O 0.3,7' ,____ / 1 �._---� 16.7 FT SETBACK `��� f
CURB INLET #1 STA 2+09.77, 19.25 RT
STA 2+09.77, 19.25 LT TC = 38.88, IE = 33.82 \, ' - - ``;- 15-L�F. P O 4.13%
34 L.F. 15" RCP O 0.3% TC = 38.88, IE = 33.71 (SEE DETAIL SHEET C-y URB,iNLET #5 II -> , - SEAL
INCLUDES F.E.S. I - SEE DETAIL SHEET C-7) 1 ` \ STA 5+67. 4, 19.25 RT i --' �'�_ -- 4 r -�'�� I I -y : 1974 • �_
USE EXISTING F E?S. / TC = 39.10,E = 33.61 1 f El `
INV WHEELCHAI RAMP I Iv C INLET #4 40 -� �j/ K
(MUST ME T CITY OF / TC +67.84IE19.25 LT
33.0 \\, ~� (I I '4 'Y N 7
CLASS B RIPRAP I I WILMINGTO STANDARDS) T �\N\ _ ` ),� �''/ LAS�,P`p
UPSTREAM WIDTH = 4.5 FT w - 1 I o TS SF \�^ - 'INLET PRO CTION --- 71.
_. \ 4' DIA: MANHOLE #5 \ TYPE B BUFFER W/ 6 FT OPAQUE FENCE ,' 1/-
'STORM
DOWNSTREAM WIDTH = 6.0 FT % v
c` �. 1 RIM = 39.20 I (N.LC.)
LENGTH = 6.0 FT -� `, •q \ INV - 32.21
DEPTH = 18 IN
(SEE DETAIL SHEET C-7) 1 I.I _- ' �, i , (l/�. \ \'�.�,_` �., / _ �•. 8 FT sETBACK
a FT SETBACK _ / DRAWN BY: MNH
REGRADE DITCH WITH 3:1 SIDESLOPES
1 IIII I \ , `\ / N - (I SILT FENCE (T .)0 CHECKED BY: DED
DATE: DULY 2, 1997
STONE CHECK DAM W/ SILT BASIN ( I ' 1mI o 8 FT SETBACK
- I SCALE: 1, = 40'
BASIN DIMENSIONS: � � � -r / l
LENGTH = 15 FT 11 04 1 8 FT SETBACK '•� 0 - _ I `"�, w 7
WIDTH = 4 FT t I SILT NICE TO BE PLACED IF -t
DEPTH = 1.5 FT I y ,- EXCA p,TEd MATERIAL FROM
(SEE DETAIL SHEET C-7) y I 'y Rr IN POND IIIS SPREAD OVER SITEIvE ��10
I 'RCP W//FLARED `` -�� x
MOVE F.E.S.: AS NEEDED TO E 01,SECT7oN 37.17 -- - w �� Itl 1,1 00 I II
ACCEPT STORMWATER FROM DITCH - I- 15 FTETBACK ; $ \ ~
' SWALE W 4:1 SIDESLOPES
- - - W 40 �- ) rl ` O 0.1% SLOPE NO. DATE DESCRIPTION BY
PossleLE LocanoN ' , - _ �- \' ��" -__ o - �I I 1 7 2 97 FINAL DESIGN - NOT RELEASED MNH
STORM SEWER I, l� i/1'. _ 4' DIA. STORM M HOLE y�2 I I I Fes- 00 �I / /
JUNCTION BOX I` ! �'•., ----"" -` '• % `"'� FOR CONSTRUCTION
ASPHA T PAVENEAT STA 7+95.76, 1.46'bT
Q `.`_,l- '-� RIM = 38.10 1 2 8/18/97 REVISED OPAQUE FENCE MNH
A ,� ^ 16.7 FT SETBACK
O ----' -' a - Ie INV OUT;- 33 72 " SILT FENCE TO +PLACED If LOCATION
� w INV = 33.82Z (W) 1
- -(----- w \� EXCAVATED POND
I J ONE STORY c� ^ �K' I I INV = 33.82 1 (E) IS SPREAD OVER 61F) /
LL BLoCK SLOG. c i STONE CHECK DAM W SILT BASIN
W MANHOLE to i" 9 21 L.F. 18" R O 0.3% BASIN DIMENSIONS:
U' SM'RARY SEWER H I r` , �. 1
TOP 41.22' AUTO SPA NSY N % 50 FT SETBACK I ` LENGTH - 34 FT
J :% 50 FT SETBACK 1
INV. J3.70' _
O ,. � " WIDTH = 4 FT
J I ~ INLET PROTECTION I S w DEPTH = 1 FT (SEE DETAIL SHEET C-7)
a 23 L.F. 18" RCP O 0.3% 1
1, �, 37 L.F. 18" RCP O 0.3%
'8 CURB INLET #6 j 4' DIA STORM MANRIM HOl 9 0 .1 I
' INLET PROTECTIO I'
1+N-) TOP 40.CATCH �44'IN ^�+ t +� CURB INL T #7 `•..� STA 8+07.64, 19.25;LT I'y INV = 3�'K64 I "- NEW CURB INLET
T INV 37.92' I r ' \ \ STA 8#07.64,'19.25 RT TC = 38.08, IE = 33.88 `� f NEW
T.0 CURB
IN
?`-------------------IN✓. 37.08 CURB INLET /' G'� \ `, TC # 38,08, I� � 33.89 % / ,`•� ;' I I I _
GUTTER 38.99' < - - - - - - /- - INV = 31.53
CATCH BASIN INV 35.42 / / __., - - - - - - - - - -
TOP 40.80' -1 •"/' ( 10 FT SJREETYARD �� �� CURB 1 ��""�- 10 FT STREETYARD--- � �, \
••..___..................•' 1 _ e q�
INV 37.92 n J �"�� �+• 1 5 Aix . - _ "'
_-
�_ i--__._.��..- ,
GUTTE
STORM LET
WA7El7� ._ `_. �..~- -e - _ ,/ i ?P GA iWV ZCURB N 17
MANHOLE `--_-- �6;�� _
SHEET TITLE
TOP 39.46'
U INV IN 35,21' .L I 1
-- -- _ - L _ - - - -•- - - - - - - - -• - - -mv ovr sent'- - *- -^ - - - - - - - - - - `-� - - - +- - - 1 - - 14 L.F. 18" RCP O 0.3%
� _---- -CCO-o=c=- ----- --�----CPC---- --' NEW INV = 31.46
- - ) STORM WATER it - - _. --_- ------ �- - - - - p / / S10R.V WATER
S NUARY SEWER MANHOLE ;, NEW�ENTRE Ll/�J�'L-'- li GRADING,
MANhtlLE .- m......_ ._ ..__ ._ - -_. .-.._ _e-- i0P JB 44 - -- 157.C. PIPE
"WHI)L31: �.._..__..._..--- ---_-... .... .. . ...___..._ 11Y.C. PIPE ----INV7N ,�J.OS - - - - - - - - - - -- ► --- ----- - ---- ---------- - - --- - -» - -------- ------- =-- ---- -�-- _._TOP37.01' DRAINAGE, PAVING AND
TOP SANITARY SEWER q� _ -- - _._q. _. 114V 31.45
INV. 32.43 INV OUT 32.90' MANHOLE \. /- 1E RCP (Our)
TOP 37.95• MANHOLE
INV. if.10 _ i \ SANITARY SEWIR EROSION CONTROL PLAN
TDP 36.7J•
WHEELCHAIR RAMP WK. 29.81
(MUST MEET CITY OF WILMINGTON
CONSTRUCTION ENTRANCE STANDARDS SO 8-09, SD 8-10, & SO 8-11) SHEET NO.
(SEE DETAIL SHEET C-7)
C-2
PROJECT NO. 9623.00
r:A9623\site\siteCInl.dwH
1 -

35 �~ OWNER:
DESIGNERS CERTIFICATION
A ��P
"I, Mark N. Hargrove, P.E., certify that this plan has been RUNOFF TO FLOW
GRADE AREA FOR SURF E 35
prepared in accordance with the latest Wilmington Standards and G UNOPENED STREET _
Specifications for Stormwater Management and Chapter 20 of the
Code of Ordinances of the City of Wilmington."
r < — (60 FOOT R /W) �
Signature:-------------------------------------------- ' T.F. HOLDINGS
Date:__________
Printed Name and Title: MARK N. HARGROVE, P.E. �, \..:' :"
___-- Re Z NEW HANOVER COUNTY
Registration Number: NC 19742 ,A /� -� ,Ill �� ;�' LIMITED PARTNERSHIP
OWNERS/DEVELOPERS CERTIFICATION 0 %
Z R- 15 ZONE �� ,� I ^� 1202 EASTWOOD ROAD
"I, D. Webster Trask, Partner, hereby certify CC,� '
(� that any clearing, grading, construction or development, or all of i 3V \ I I ( I WILMINGTON, NV
NS LODGE 11� these, will be done pursuant to this plan and that the applicable / Z,
jt Stormwater Management conditions and requirements of the City of - 2 J� h �� I l 28403
Wilmington, the State of North Carolina and the Federal Government I p
CX. A. M . and its agencies are hereby made part of this plan." 3: 1 SIDESLOPES - W293.58
Signature:_—__--__—_ 103'29
Printed Name and Title: D. Webster Trask N
Date:— (� � 2
NORMAL POOL ELEV 33.0 �\P _—/7
2g3 - COFES 3r� v� _ \ I 3: 1 SIDESLOPES ,
ZONE
i
-- i
PROJECT.
GOURMET CENTER
CAROLINA WREN AVENUE
IRKING LOTI—
/ WILMINGTON, NC
�o 4 %
/ - - NORMAL POOL ELEV = 33.0
_ _.- % �%� i1-7NCH-PT)OU=V-� _33.95 ;l 33 _-/ j i J� BOTTOM ELEV OF—POND 0
—'STJTtFACE AREA_ 20 443SF' -_. _ �
-
g0 22 / � / , ZYrn I � �JJ i i� --- / _ _ 16.7 FT
6. 1 SIDESLOPE�'BEGINS"r�T--ELEV
'lam 32.25 AND_ ENDS AT ELEV 33.2
_._ _.
_x
�G �k• 6
331
J I G oP �22
A ' J DAWSON ENGINEERING
------- _ i' - - - - - - - - - - -
_344 4: 1 SIDESLOPES ,, 7,5" Engineering Planning Surveying
.__- �-"'-��� RC
�I
WILMINGTON,36 -- -
03
— ...
@@ ( 1 ) 762-4200
-� To
38
S ReTFN
/ 4 I �N
_ 341.5 FT �r J
4 � —
Sfp
A _ LZU
.R�(
SS
�. 1974 _
42
42
i
-- - 2 3:1 SIDES OPE 40 40—� _ DRAWN BY: MNH
EXISTING ROUND SURFAC
CHECKED BY: DED
DATE: JULY 2, 1997
TOP OF BERM ELEV 38.0 10 FT SCALE: 1" = 20' HORIZONTAL
38 4:1 SIDE LOPE (TYP) \ 38
---- -- --_..-- 1" — 2' VERTICAL
EMERGENCY S ILLWAY SET ELEV 37.50
10 YEAR PEAK STAGE ELEV 36.24
— — — — — — — — — — — — — — — — — — — — — — — — — — — — — — —�—I� — — — — — — — — — — — — —
_36 I_ — — — — 36 NO. DATE DESCRIPTION BY
4:1 SIDESLOPE 1 7/2/97 FINAL DESIGN — NOT RELEASED MNH
(TYP) FOR CONSTRUCTION
2 8/18/97 REVISED BACKSLOPE OF POND MNH
1 INCH STORAGE ELEV 33.95
34 34
10' NORMAL POOLSIDESL ELEV 33.00
6:1 SIDESLOPE 8 NI ELEV 3.25
32 ! BEGIN EL V 32.25 ND ELEV 32.25 32
I i
4:1 SIDESLOPE TYP) POND INVEiRT ELEV 28.50 4:1 SIDESL PE (TYP)
30 ! 30
SHEET TITLE
j FOREBAY INVERT ELEV 30.0
2$ ------- 28
DETENTION POND
26 26 SHEET NO.
0 20 40 60 80 100 120 140 160 180 200 220 240 260 280 300 320 340 360 380 400 420 440 460 480
SECTION A - A 0-3
PROJECT NO. 9623.00
r:\9623\site\sitcpIn1.dwg

OWNER:
g" 2' 8., A FIG. 1 FIG. 2 1'-6" 0.625"
FINISH AS GRADED CLASS - C CURB GRADE
? - e o, SHAPED BOTTOM0
SHAPED BOTTOM
a - m a CONTINUOUS co PVMT.
STD. CITY OF W1lMINGTON
v CONCRETE COPING 2'-0" M.H. COVER. SEE DETAIL LOAD FACTORz LOADIFACTOR i q;" °p
m W Bc W W Bc W
°a 3/4" CEMENT PLASTER LIGHTLY COMPACTED
8" BRICK WALLS
cq ? COMPACTED 0
; 3/4" CEMENT PLASTER n w T.F. HOLDINGS
2'-0" MIN. MAX. CORBEL 1" PER O ^� BACKFILL w LIMITED PARTNERSHIP
q \ O A g" g" 0 Bc/4 BUT NOT a
j� �� OUTLET PIPE > COURSE �O Bc 0.5 l 55 THAN 4 >
O o m STEPS MIN. 0.5 OU11ET
3/4" CEMENT N Bc ,, , r 1202 EASTWOOD ROAD
PLASTER TYP. 5" HAND SHAPED FROM MIN. '••
a o FIRM UNDISTURBED SOIL (' { t x'" '+ .o. WI MINGTON NC
ALL SIDES � � ' HAND SHAPED FROM :. 1•flt•r •. .a:+ L�IrI �Y
O�
ANGULAR BEDDING MATERIAL
STEPS m • SECTION A-A" 28403
n NOTE: SECTION "B-8' L 3
L r
m r 7.5" 4'-0"
FIG. 3 FIG. 3 1 ALLEEP X AROUND"BARN CANTING COPING
A CLASS - B CLASS - B 2. ALL CONCRETE TO BE CLASS "A"
0 PLAN LOAD FACTOR LOAD FACTOR 3. FOR CASTING DETAIL SEE SD 14-03
rm 1.9 1.9
�— 4'-0' > . INLET OUTLET W Bc W N Bc N 5'-10" MIN.
4^ :%: PIPE
' .b, PIPE 5-4"
;; :, COMPACTE
'?'::' ,.a BACKFILL PLAN CAREFULLY
, ..a.. :. is ::.;., 4-0
CLA56 A CDNC. k' As " " COMPACTED -PVM T.
a n a BACKFILLe000m� B CURB & GUTTER
SECTION _ A=A
NOTE: °0
FRAME AND GRATE TO BE STANDARD CITY SECTION "A— A" " � ;
OF WILMINGTON CAST IRON FRAME AND GRATE GUIDELINES FOR ANGULAR Bc/4 BUT NOT A CASTING A
MATERIAL '
DEWEY BROS. CH-BN-3A ..- . � - 5 LESS THAN 4" L a
DROP INLET STORM DRAIN MANHOLE N a PROJECT:
HAND SHAPED FROM
UNDISTURBED FIRM SOIL �B
N.T.S. N.T.S. GOURMET CENTER
CONCRETE SIDEWALK GUIDELINES FOR BEDDING CAROLINA WREN AVENUE
STANDARD WATER VALVE BOX NOTES: DETAILS SAN . SEWER & STORM SEWER CURB INLET WILMINGTON , NC 28403
& COVER MARKED C.O. CONCRETE CURB & GUTTER 1. WATER METERS ARE TO BE PROVIDED BY THE CITY
2. ALL WATER METERS MUST BE LOCATED WITHIN PUBLIC 8 -0" CLASSES (B & C) N.T.s.
RIGHT-OF-WAYS AND/OR EASEMENTS WHERE R/W WIDTH PERMITS -
3. WATER METERS SHALL NOT BE LOCATED IN DRIVEWAYS
a, �o LARGE CAST IRON METER BOX N.T.S.
Z xm SIDEWALK STAKES
a
U 2" ASPHALT
EXISTING PAVEMENT TYPE "1"
SEAL CLEAN-OUT �- 6" PVC (SDR 26 GASKET PIPE) N.C.D.O.T. SPEC. EXISTING PAVEMENT
-.'.'.'.'.'.'.'. . .. .I.I.1.1..11 SILT BARRIER
STACK W/DUCT TAPE 1 STAKE AT - FENCE
(SEE NOTE 2) TO MANHOLE ro EACH CORNER GROUND .:.:.:...:.:.:... .:...:.:.:.:.:...II
Z m 8" COMPACTED MARL BASE 10' JOINT DAWSON ENGINEERING
GLUED CAP STANDARD CLEAN — OUT _ II Engineering Planning Surveying
1,_0, 1,_0„ A A
aoz 3177 WRIGHTSVILLE AVENUE
FOR SANITARY SEWER TYPE "K" SOFT COPPER TUBING opo+w�/ _ UI II WILMINGTO(910C762403
24200
MUELLER H-1422
N.T.S. METER YOKE W/12 RISER
FORD VF66-12, VF77-12
n
1o„ OR 2" DITCH LINE
A 1.5'(MIN) � 50• DITCH LINE SILT BARRIER FENCE SECTION A - A
WATER SERVICE NOTE: FOR CURB INLETS AND DROP INLETS
PIPE
N.T.S. INLET PROTECTION
N.T.S.
SEEDING MIXTURE RATE (LB/ACRE) NOTES: * BACKFILL TO BE INSTALLED IN 6" LIFTS (MAXIMUM) AND
a
PENSACOLA BAHIAGRASS 50 6" MIN. COMPACTED TO A MINIMUM DENSITY OF 959. AS DETERMINED MARKED:
SERICEA LESPEDEZA 30
A BY THE MODIFIED A.A.S.H.T.O. STANDARD METHOD T-99 SANITARY SEWER 11111111rrrr
COMMON BERMUDAGRASS 10 �
CLASS 1 OR B * CUT - BACK TO BE PREPARED AFTER TRENCH BACKFILLING To,
DRAIN CA,%
EROSION CONTROL GERMAN MILLET 10 AND COMPACTION AS REQUIRED `�.�``�Q�•�FESS%•••`�i�.���
STONE SEEDING DATES: APRIL 1 - JULY 15
12" LAYER OF /J57 STONE 12' MIN.
a APPLY 4000 LB/ACRE GRAIN STRAW FOR MULCH sEa� '
pPE x 2" - 3^ APPLY 3000 LB ACRE GROUND AGRICULTURE LIMESTONE STANDARD SHOWING METHOD =_>: 197 W_
BERMU AOGRAS�MAY BE REOPLACEDR,TMILTMES LB/ACRE CENTIPEDEGRASS
5 w COARSE AGGREGATE t 7
FILTER FABRIC ti. MAKING PAVEMENT REPAIRS
w Aj
TOP OF COVER �i��'�'•.,CINEC?.•' G
N U '' LAS
SECTION A-A TEMPORARY CONSTRUCTION PERMANENT SEEDING - WHERE PIPE INSTALLED P— - ,,,,,'01111111100,4 •
A STONE CHECK DAM ENTRANCE EXIT
N.T.S. N.T.S. HINTER AND EARLY SPRING SUMMER FALL
SEEDING MIXTURE RATE (LB/ACRE) SEEDING MIXTURE RATE (LB/ACRE) SEEDING MIXTURE RATE (LB/ACRE) 1/?, BOTTOM OF COVER DRAWN BY: MNH
RYE (GRAIN) 120 GERMAN MILLET 40 RYE (GRAIN) 120
ANNUAL LESPEDEZA (KOBE) so � NOTE: CHECKED BY: DED
ELEV 38.00 SEEDING DATES: APRIL 15 - AUG 15 SEEDING DATES: DEC 1 - APRIL 15 RING & COVER CONTACT DATE: DULY 2 1997
ELEV 37.50 NOTE: EMERGENCY SPILLWAY SHALL DE GRASSED
OMIT ANNUAL LESPEDEZA WHEN DURATION OF TEMPORARY SURFACES SHALL BE
rzy 1�\V/ COVER IS NOT TO EXTEND BEYOND JUNE. APPLY 4000 LB/ACRE GRAIN STRAW FOR MULCH APPLY 4000 LB/ACRE GRAIN STRAW FOR MULCH PLAN MACHINED SO AS TO SCALE: AS SHOWN
/ APPLY 2000 LB ACRE GROUND AGRICULTURE LIMESTONE APPLY 2000 LB/ACRE GROUND AGRICULTURE LIMESTONE . INSURE EVEN BEARING
SEEDING DATES: DEC 1 - APRIL 15 APPLY 750 LB/ACRE 10-10-10 FERTILIZER APPLY 1000 LB/ACRE 10-10-10 FERTILIZER 2-1 1/4" '� OF COVER ON RING
APPLY 4000 LB/ACRE GRAIN STRAW FOR MULCH �1'-11 1�2:
APPLY 2000 APPLY 750 LB ACREE10-10-10 FERTILIZER
LIMESTONE TEMPORARY SEEDING ' MINIMUM WEIGHTS:
STD. MANHOLE COVER, n 2.75" 0.5" o N0. DATE DESCRIPTION BY
20' RING 190 LBS.
a
EMERGENCY SPILLWAY COVER ,2G LBS.
�1 -10 1/4" 1 7/2/97 FINAL DESIGN - NOT RELEASED MNIt
N.T.S. 2-0 1/2" FOR CONSTRUCTION
2'-9 1/4' 2 8/8/97 REVISED STONE CHECK DAM MNH
w AATL
MANHOLE STEPS DETAIL FOR COUNTY
AS SPECIFIED SECTION rtA—AIDDEWEY BROS. NO. MH-RCR-2001
• I` RAM-NEK JOI STANDARD MANHOLE
Lo
A A 7' _ 8.25 OR APPROVED6.688" DIA. 6 875' J (TYPICAL)' PRECAST MANHOLE SECTION, RING AND COVER
❑ ❑ ❑ 0.5" -{ f -- 0.5"-- -� 0.687" 0.688" aA.S.T.M. C 478
WATER o T w N.T.S.
[7
PLAN VIEW N 6.5"_ DIA. I 5" MIN.
1 0'
o -6"
o6co w MIN. 60' R/W
� T SHEET TITLE
VARIES PLAN 7•75" o 7 25 T MIN. 3000 PSI MONOLITHIC CONCRETE
BASE. 4 8' 18, 18' 8' 4'
SECTION "A— A" --F11.875^ MISCELLANEOUS
- 11.875" - MINIMUM WEIGHTS 6" MIN. a 9 104 < DETAILS
BOX 40 LBS. BOX 12" MIN. 3 0.13' 6 GR 1/4" 1' 3
NOTES: EXTENSION EXTENSION 40 LBS. CRUSHED STONE 0 2 ASPHALT 0
La=LENGTH OF APRON TOP 10 LBS. r 4" CONC. 1 I
d=DEPTH OF RIPRAP m C I iTYPE
UPSTREAM WIDTH VARIES TREVIRA SPUNBOUND TYPE S-1115 0 IDEWALK '` CURB •A. 0
DOWNSTREAM WIDTH VARIES OR APPROVED EQUAL FILTER FABRIC NOTE. y 2" SAND CLAY 4" MARL BASE 1' 1'
CA SHEET NO.
SECTION A-A EXTENDED BASE MAY NOT BE REQUIRED WHERE MANHOLES ARE GREATER THAN
RIPRAP OUTLET WATER VALVE 4 FEET INSIDE DIAMETER
TYPICAL STREET X—SECTION
PROTECTION DETAIL CASTING PRECAST MANHOLE N•T•S• _7
N.T.S. N.T.S. N.T.S. PROJECT NO. 9623.00
R:\9623\SITE\4TEPLNI.DNC

FULL 18' JOINT EXISTING GROUND
- 2-2 1/2" HOSE NOZZLES HYDRANT 3/4" GALVANIZED RODS 6" PIPE OWNER:
Im
4 1/2" PUMPER CONNECTION ° ° ° ° COMPACTED BACKFILL TO
0 0 957. MODIFIED PROCTOR
FACE TO CENTER LINE ° IF UNDER PAVEMENT 1/2" DIAMETER ALUMINUM RODS
OF STREET OR PARKING LOT o Qo 0 ° opo ° TO MAIN WELDED TO ALUMINUM ANGLES
o ° 0 3" X 1-3/4" ALUM. CHANNELS
0 0 ° ° ° o \
AT 6' ON CENTER 60' ALUMINUM CORRUGATED PIPE
HYDRANT TO
HAVE BREAK - T.F. HOLDINGS
SECTION OR HYDRANT LUGS TIE BOLTS RETAINER CLAMP w „ \ i
WORD "WATER" ON COVER REMOVABLE m o --
BARREL ;I „.,, LIMITED PARTNERSHIP
[��w I JOINT RESTRAINT j COMPACTED BACKFILL TO A CONTROL A / `�
HYDRANT TO 1ST FULL JOINT OF PIPE 90% MODIFIED PROCTOR 18" RCP / 1202 EASTWOOD ROAD
PIPE A , A WILMINGTON, NC
BURY LINE FLUSH WITH 1 1
w FINISH GRADE l i • CONTROL 1
SLOPE WALLS TO ANGLE OF ' I 1 18" RCP .� 28403
REPOSE OF SOIL OR AS '\ / PIPEI J
C.I. VALVE BOX APPROVED BY THE ENGINEER `
I HYDRANT 3/4" GALVANIZED ROD \
GATE VALVE MIN. SIZE 6"
TURN RIGHT TO OPEN m 2" x 2" ALUMINUM ANGLES \ i
0 0 ° ° 0 W COMPACTED PIPE EMBEDMENT ON 9" CENTERS
F TO 90% MODIFIED PROCTOR
DRAIN ° 0 ° 0 °0° o z
00 ° ° < w PLAN OF TRASH RACK GRATE 4 FT CIA MANHOLE
0 a
a
:; s COMPACTED GRANULAR MATERIAL
TIE BOLTS / IF REQUIRED BY THE PLAN OF TRASH RACK WITHOUT GRATE SHOWN
k ti K _ crt I w. ENGINEER
CONCRETE PAD O '
NOTE: 1-DUCTILE IRON PIPE 15" X 15" X 6° JOINT RESTRAINT
REQUIRED ON ALL HYDRANT
BRANCH LINES HYDRANT TO MAIN TEE PROJECT:
PIPE WIDTH +24"
3/4" TIE BOLTS TRENCH BOTTOM SEE TRASH RACK GRATE PLAN
FIRE HYDRANT STANDARD PIPE TRENCH DETAIL GOURMET CENTER
2" X 2" ALUMINUM ANGLES CAROLINA WREN AVENUE
N.T.S. HYDRANT JOINT N.T.S. 1/2• ALUMINUM RODS
WILMINGTON , NC 28403
N.T.S.
CASTING �2" ASPHALT
ELEV TOP OF MANHOLE BASE = 36.25 �
_ . . 60 ALUMINUM CORRUGATED PIPE 4
EXPANSION JOINT
1" x 1" GALVANIZED HARDWARE CLOTH
AT 30' I N TER VALS(TYP) /� /// //� ///Q/�� % ///�/p/ 15• //��/�//� /�/�//\//\�/���/��%\//%//���///�\//�/�// ATTACHED WIT NUTS.NBOLTSS ETC, —�_
-L �. N ELEV 33.95
,k 'E 4" BASE
x
2.0' 1
6" BRICKS- N I-- 2.D' --I DAWSON ENGINEERING
ELEV 33.00 ELEV 33.00
� ) AL CASTING SHALL BE: y d '.< ; s Engineering Planning Surveying
PLAZA ARE DEWEY BROS. N0. MH—VA-1 2" ?� .a
Z 2" 2" CONTROL PIPE W/ 45' BEND "' - '�" a.e a . d ea 3177 WRIGHTSVILLE AVENUE
MINIMUM AVERAGE WEIGHT c — WILMINGTON, N.C. 28403
RING 96 LBS. m < a
COVER 40 LBS. CONCRETE `, b ` .� 4 < a .a : 18" RCP (910) 762-4200
12 12 1 d e 4
�11' � FILL WITH CONCRETE
11"
1" SCORE TYP 6:1 SIDESLOPE
TYPICAL DETAIL EL-v 3,.D
MONUMENT CASTING AND BASE NOTE: 2—INCH PVC ORIFICE PIPE SHA;1
�. BE CONNECTED TO CONCRETE BOTTOM T -
N.T.S. I TS STAINLESS STEEL STRAPS AND
SECTION A—A
` `�5�0: �.,o�,•�.� o� o�. ,�.� , -,. o ,� ;o•• ze
0'-1- _DIY// / TRASH RACK DETAIL
4' OR 5' (SEE PLANS) 4 �yj.,���� o�E i�ti. 114' "
/'
1" R p N . T. S. _ ter sEA1
974
STANDARD SIDEWALK DETAIL �� 1 )ig
Ire
N.T.S. , ,/4" R
VARIES 10' MAX. PRIVATE A DRIVE
m . . ' . o I TOP STRAND MIN. #10 GUAGE STAY WIRES MIN. I I SIDEWALK AREA DRAWN BY: MNH
D #12-1/2 GUAGE SIDEWALK SECTION
D CHECKED BY: DED
DATE: JULY 8, 1997
LINE WIRES MIN. EXPANSION JOINT 1/2" / SCALE: AS SHOWN
X� #12-1/2 GUAGE \ I
PLAZA \ DRIVEWAY APRON I PLAZA
3"MIN. t— 75" \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ I REVISIONS
// NO. DATE DESCRIPTION BY
+.a WHERE CENTER MEDIAN CURB \\ \ \\ J• CURB RETURN
IS REQUIRED GUTTER SHALL / / // \0' EXPANSION JOINT 1 2"
.. \ \ / 1 7/8/97 FINAL DESIGN — NOT RELEASED MNH
SLOPE AWAY AS SHOWN \\ / BOTTOM STRAND MIN. #10 GUAGE \ / I �. CURB FOR CONSTRUCTION
o" MIN. /\ \ \\ / Jam? fT 2 8/18/97 ADDED MONUMENT DETAIL MNH
STANDARD CURB SECTION
EXIST. x TYPE A \\ / 5' (1.5m) MIN. RESIDENTIAL
GROUND A q STEEL OR WOOD POST // EXPANSION JOINT 1/2" q
13' (4.0m) MIN. OTHER
N.T.S. \\ \\
PLAN X-] PLAN PAVEMENT
BENDS FILTER FABRIC PLAN EXPANSION JOINT 1/2"
TEES 90° BENDS 45°BENDS 22 1/2 °BENDS TEES PLUGS T
SIZE A B A B A B A B C D I FILL SLOPE FINISH PLAZA GRADE
18" MIN.
R5 6" 16" 10" 9" 10" 6" 8" 13" 12" 12" 21" NOTES: GROUND LINE 1 z VARIABLE PER 1'-0
8" 22" 13" 12" 13" 8" 10" 13" 16" 12" 29" n 1/4 5 _O•
m :5 Q .. 1. WIRE SHALL BE A MINIMUM OF 32" IN
10" 26" 17 14 17" 10 13 16 20 14" 36"
„ " " WIDTH AND SHALL HAVE A MINIMUM OF 6 m \\
• o 12 29" 21 16 21" 11" 16" 18" 24 16" 41" LINE WIRES W/12" STAY SPACING I / 0_g• "" " ' "'
k 14" 35" 24" 19" 24" 12" 20" 22" 27" 18" 48" 2. FILTER FABRIC SHALL BE A MINIMUM OF o \\ \\ 1/4 PER 1'-0'
// // EXPANSION JOINT SHEET TITLE
36' IN WIDTH AND SHALL BE FASTENED \/\/
A 7U o 16" 27 1" 27" 1 24" 2 30" 20" ADEQUATELY TO THE WIRE v~i \//\\//\\//\\//\\//\\
38 2 2 4 54"
a. o / \/\/\/\/\/\ SECTION A—A
NOTE: Based on 1.5 x working pressure of 100 PSI plus AWWA Water Hammer. 3 AND�iILEBE OFT SELF LFASTENER AINGLEIGHT N oa \ \//\\//\\//\\//\\//\\ MISCELLANEOUS
Q All bearing surfaces to be carried to undisturbed ground. STEEL TYPE a o 'aw / \ \\/\\/\\/\\/\\/\\ 12'-0" MIN DETAILS
4. WOOD POSTS SHALL BE A MINIMUM OF 6' M j v~ / \/ /��//\�//\\///\�//\\ 0'-6' V-6" VARIABLE
SECTION X— X PLAN & ELEVATION IN HEIGHT AND 3" OR MORE IN DIAMETER o �— \ // \ \ \ \ \ 0,-6,
BENDS & TEES PLUGS WIRE FABRIC SHALL BE FASTENED TO WOODEN 3� \
POST WITH NOT LESS THAN #9 WIRE STAPLES / 6" CONCRETE
1-1/2" LONG \/ ANCHOR FILTER FABRIC
STANDARD THRUST BLOCK SKIRT SECTION B—B SHEET NO.
FOR WATER MAINS GUIDELINES FOR TEMPORARY SILT FENCE DETAIL STANDARD DRIVEWAY C-g
N.T.S. DETAIL
N.T.S. N.T.S.
PROJECT N0. 9623.00
R \9623\9TE\9TEPENI.DV0G

EXISTING ASPHALT & CURBING 0 Y(eT STREET
TO BE REMOVED
18" PINE TO BE REMOVED \\
ti
�I i ltjr R, tr y PEAR
S 70'5624" E 200.25' 24" PINE Y Q 0000000 0 0 rnm
r tl _ , AEI: __ —• _ — NEW CENTRE—���
DRIVE
t I v
t
r f,
I
.2; ".i�: ] o ao• _ -
it
r 0 srrF � RELOCATED LIGHT POLE
N #.r r. -=-� ``��.- x4.#c
1 I 0 1� SITE
61STING WELL HOUSE TO BE REMOVED
:.: AND WELL TO BE ABANDONED AND SEALED ry
;r� i ,0
1 r'
- J aT'--+ RELOCATE EXISTING � M
f LIGHT POLE ! 2^ NEW
G
f i J l - j'] f r�Iro xufoum) / CENTRE 4�
i j .9--T - J 1- / �P
DRIVE
ar w:c(ro er s.w r ro�e)�
/
it ' h J t
Jt it j }i R '` VICINITY MAP
N.T.S.
L, f
� {f 1Y PRL
r rr j II ¢• ; b0in
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DESIGNER'S CERTIFICATION
i 3 -
\\ I� (,. - 't °I, Mark N. Hargrove, P.E., certify that this plan has been
It
`;�,• J ,� ;' 1 r I `, prepared in accordance with the latest Wilmington Standards and
Specifications for Stormwater Management and Chapter 20 of the
_ - Code of Ordinances of the City of Wilmington."
Signature:--�/"--" __,i -'-`T�j - --"----- - - --------------
Printed Name and Title: MARK . HARGROVE, P.E.
I ,I Date 1 I qRegistration Number NC 19742
\\ ;r,�i J r f "_�'.ter _ � - i '--- 5+� -----J
�' r' f ! ' �/' ` %� l r -- - t,•i,: _- �,J 41 -- .�6 �' OWNER'S/DEVELOPER'S CERTIFICATION
"I, Nancy Everhart, Senoir Associate, hereby certify
r t
r r
that any clearing, grading, construction or development, or all of
these, will be done pursuant to this plan and that the applicable
Stormwater Management conditions and requirements of the City of
I Government
a+•s'� 47� Wilmington the State of North Carolina and the Federal
N gfT22"31= and its ag nci s are hereby de part of this plan."
af
Signature 4" e-------------------------
Printed 1 Name and tie: Nancy Everhart, Seno„ Associate
r N 70'44 53'W 207.76 v
. I
s
I� -- Date. --------
\�
m
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GENERAL NOTES
1. REASONABLE CARE HAS BEEN EXERCISED IN SHOWING THE LOCATION OF EXISTING UTILITIES ON
THE PLANS. THE EXACT LOCATION OF SUCH UTILITIES IS NOT KNOWN IN ALL CASES.
THE CONTRACTOR SHALL EXPLORE THE AREA AHEAD OF THE DITCHING OPERATION By EROSION CONTROL NOTES
OBSERVATIONS, ELECTRONIC DEVICES, HAND DIGGING AND BY PERSONAL CONTACT WITH THE UTILITY
COMPANIES IN ORDER TO LOCATE EXISTING UTILITIES IN ADVANCE OF THE TRENCHING OPERATIONS SEQUENCE OF CONSTRUCTION
SO AS TO ELIMINATE OR MINIMIZE DAMAGE TO THE EXISTING UTILITIES.
CONTRACTOR SHALL BE RESPONSIBLE FOR ALL COST RESULTING FROM ANY DAMAGE TO THE 1. NOTIFY BANK OF ANTICIPATED WORK SCHEDULE
EXISTING UTILITY LINES INCLUDING BUT NOT LIMITED TO REPAIRS AND LOSS SERVICE REVENUE. 2. REMOVE EXISTING ASPHALT AND CURBING AS NOTED ON PLANS.
CONTRACTOR SHALL ARRANGE FOR TEMPORARY SUPPORT OF EXISTING UTILITIES, SUCH AS POLES, 3. PLACE HALE BALES AROUND EXISTING DROP INLET TO PREVENT SEDIMENT
FROM WASHING INTO EXISTING DROP INLET.
CONDUITS, FIBER OPTIC CABLES, TELEPHONE CABLES, WATER LINES, ETC... 4. CLEAR AREAS AS NOTED AND BEGIN SITE GRADING
2. CONTRACTOR SHALL COMPLY WITH THE LATEST REVISIONS AND INTERPRETATIONS OF THE DEPARTMENT 5. CONSTRUCT PAVEMENT STRUCTURES IN ACCORDANCE WITH FINAL LAYOUT AND PAVING PLANS
OF LABOR SAFETY AND HEALTH REGULATIONS FOR CONSTRUCTION PROMULGATED UNDER THE 6. SPRIG, SOD AND PLANT UNPAVED SURFACES WITHIN 30 DAYS OF BRINGING
SURFACES UP TO FINAL GRADES
OCCUPATIONAL SAFETY AND HEALTH ACT. 7. CONTRACTOR SHALL CLEAN AND RESTORE TO PRE-CONSTRUCTION CONDITIONS
3. CONTRACTOR SHALL PLAN AND CONSTRUCT WORK SO AS TO CAUSE MINIMUM INCONVENIENCE TO ANY AREAS OUTSIDE THE PROJECT LIMITS THAT MAY INADVERTENTLY BE
THE OWNER AND THE PUBLIC. THE CONTRACTOR SHALL PROVIDE, ERECT AND MAINTAIN AT ALL TIMES DAMAGED DUE TO THE FAILURE OF THE EROSION MEASURES
DURING THE PROGRESS OR TEMPORARY SUSPENSION OF WORK, SUITABLE BARRIERS, FENCES, SIGNS 8. AFTER SITE PAVING CONTINUE TO MAINTAIN PERMANENT AND TEMPORARY -
EROSION CONTROL MEASURES UNTIL FINAL INSPECTION AND APPROVAL BY ,
OR OTHER ADEQUATE PROTECTION, INCLUDING FLAGMEN AND WATCHMEN AS NECESSARY TO INSURE THE NEW HANOVER COUNTY ENGINEERING DEPARTMENT APPROVED
THE SAFETY OF THE PUBLIC AS WELL AS THOSE ENGAGED IN THE CONSTRUCTION WORK. 9. REMOVE REMAINING TEMPORARY EROSION CONTROL MEASURES UPON APPROVAL ppttTH CAROLINA ENVIP,O`a'ENTAL
CONSTRUCTION SIGNING SHALL BE IN ACCORDANCE WITH THE LATEST EDITION OF "C;NSTRUCTION AND BY THE NEW HANOVER COUNTY ENGINEERING DEPARTMENT eao v!'!'^-n,^•
MAINTENANCE OPERATIONS SUPPLEMENT TO THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES" MANAGEMENT ,TLR ..�,_I I•
Dlvlslorl or- vs°,rLa c..,�I rr
BY THE NCDOT.
4. ALL MATERIAL CLEARED BY THE CONTRACTOR IN ORDER TO CONSTRUCT THE WORK, SUCH AS Date A�6 (��
TREES, VEGETATION, CURBING, ETC... SHALL BECOME THE PROPERTY OF THE CONTRACTOR
AND SHALL BE PROPERLY DISPOSED OF OFF-SITE. WI 5r�,; 43CJ�JS
5. ALL WORK BY THE CONTRACTOR SHALL BE WARRANTED BY THE CONTRACTOR FOR A PERIOD OF Stormwater Permit
EIGHTEEN MONTHS AFTER THE OWNER ACCEPTS THE WORK. NOTE: THERE ARE NO WETLANDS ON THE SITE. S
6. CONTRACTOR SHALL CALL NO-CUTS AT 1 [phone] AND ALLOW NO-CUTS TO LOCATE EXISTING ` o
UTILITIES BEFORE DIGGING.
ote
5 5 99 Sheet No :
FIRST UNION NATIONAL SANK 9MI MARKET STREET Scale: Hatt. sttowR UNIVERSITY BRANCH
WILMINGTON, NC 28401 1"=20'
FON' � WK [phone] Drown •MNH 250256 EXISTING TOPOGRAPHY AND C . 1307 SOUTH COLLECT ROAD Engineers DICKSONRaleigh, NC Asheville, NC
Planners eked : DEMOLTITION PLAN
WILMINGTON, NORTH CAROLINA 28403 Surveyor. Columbia, SC Charlotte, NC MNH NORTH CAROLINA
Atlanta, GA Hickory, NC REV. NO. DESCRIPTION DATE
Project No
R E V I SIGNS 11A 90242.80
0.
I ire

LANDSCAPE AREA CURB & GUTTER LANDSCAPE AREA
NO PARKING AREA NEW ASPHALT TO MEET CITY OF
WILMINGTON REQUIREMENTS
WHEEL STOP
' - _____ �— • \rrrr. gY e19E
C _ °ce C` - : i 132.88 1
.. _ 19.4 -35_.5—5 70.5624' E 200.25' 000O O 24
�.
12.6 31.7 41.6 ,1 1�
J'
-v EX DROP INLET ..--
/ J ,. - %RIM = 40%46 - ^ I . `
o777
F) �� INV - 37.3_4 f, I � :r roo.
� I —
- ..-_—_— -
2 1 SF -xxat PROPOSED SILT FENCE
t 41 ,rnE TC 41.50 1IIrl ~ II as"w f \q..
CONNECT TO E7(�SSS$$$,,,'fIlV1G DRIVEjj��AY j Ri? Y 4i..,., ai:, ! 'i0.7a `� o a -___I j ) 1 �---. R30 .Y 1 I41.6
GRA�1 WITH CURING , O� " '1 f 1 j i --� '_z;• �3 ; '° �.. , - ..l
1 1 4134 �� �, r 4 .00,rwew+ J J II II Qr.;y 4m I
__-- _ : I !
' k x' ! �ee ` TC 2 R OCAIE EXISTING UGHT POLE ( I
r \ `1 \ K T OF PROPOSED ASPHALT J 1r 1 eZ N Ili...' �� - - 441
u iiac 0 I
NEW ASPHALT
PROP SED LIGHT ) Ti I
I I W PIE(10 BE SIK IFPe�IE)� ❑ ( ! I ! % I
'41.9r
Jr r" I� � t• I 1 J� � ;/ ��,� I C 4z•5
Jl
at �mv�r o
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r " \ ` % o gar ocr..„EW,dTM `I, I l !i i r/I
I I J, l F ( ,
l I I' _ -
; liJ ! l ;
1 II ,
l l� ( X ,z' 4 ( Q x 11 a} • �. I' -- NEW ASPHALT i � Ilr � 1 i �90 �Q � k t; ., � � � � � � � I r
- /� 1 41.:7 - �., I k 4164
fill'
ry jrl l h - I / % f li n ;1 r io •'�
li lrI /l W - BUILDING ADDITION f_ 1 � I �
Y_
!JI 1 1 r 1 . � � - l' ASP X,I � 1! � l • � ,' ASPS _
Ilirlj i l •�- h - - - -
I k 4-�`�fi- _ _ k x�=ham 4102
'•F n
F 1
1t i1
I
60.22'31'W 11'i`I f'i j ' ,�-T/ / -? �/ I I n 22'31 r 345.4T
/ ,' / r'1,� l * N 60'
1 / Ir JJJIII — ° / / / . J' F -#-
N 70'44'53"N' 207.7 n w '\ i Irr'r' I! N 70'44'53"W 207.76' I1
EX 4 SIDEWAuc - — --... - - -_--- - _--- rr t 11��, . - - _ - ------ -- _- -.__...-.----- ----- - --- ---- ----_ _.. --- -- .__.__._..�... ---- --
_. .._ E% 4' SIDEWALK
yy _
-
}� OPTION #2
NEW PARKING SPACE40 t
REMOVE EXISTING CURBING & 40
ADD NEW ASPHALT & CURBING. y' !
REMOVE AND REPLACE EXISTING VARIES (10' MAX.)
I ! SET GRADE OF CURBING TO DRAIN I TOP STRAND MIN. 1
TO EXISTING CURB INLET. # 0 GUAGE STAY WIRES MIN.
DIMENSIONED LAYOUT #12-1/2 GUAGE
SITE WORK
LINE WIRES MIN.
PAVING NOTES: #12-1/2 GUAGE
ASPHALT PAVING: 1 1/2" 1-1
6" ABC
COMPACTED SUBBASE
2'-0"
0'-1" 0'-1" 0'-1• / 1/2" R \ BOTTOM STRAND MIN. 10 GUAGE \
1'—a.s" o'—a.s" SEEDING MIXTURE RATE AC ACRE) PAVEMENT MARKING NOTE: \ \ #
CENTIPEDEGRASS 10-20 LB/ACRE (SEED) OR /
33 BU/ACRE (SPRIGS)
1" R D ALL PARKING AREA PAVEMENT MARKINGS SHALL BE IN
ACCORDANCE WITH THE MANUAL OF UNIFORM TRAFFIC
SEEDING DATES: MARCH - JUNE CONTROL DEVICES AND THE AMERICAN'S WITH
APPLY LIME AND FERTILIZER ACCORDING TO SOIL TEST, OR DISABILITIES ACT USING PERMANENT PAVEMENT STEEL OR WOOD POST
1 1/4" R \ D APPLY 300 LB/ACRE 10-10-10 MARKING PAINT \ \
\ Q FILTER FABRIC
\\\ PERMANENT SEEDING FILL SLOPE
D NOTES:
GROUND LINE I z ,
O °; D Q WINTER AND EARLY SPRING SUMMER FALL 1. WIRE SHALL BE A MINIMUM OF 32" IN M
v Q.. I' D.' WIDTH AND SHALL HAVE A MINIMUM OF 6 N
SEEDING MIXTURE RATE (LB/ACRE) SEEDING MIXTURE RATE (LB/ACRE) SEEDING MIXTURE RATE (LB/ACRE) LINE WIRES W/12" STAY SPACING
RYE (GRAIN) 120 GERMAN MILLET 40 RYE (GRAIN) 120 2. FILTER FABRIC SHALL BE A MINIMUM OF o \\\
L Q ANNUAL LESPEDEZA (KOBE) 50 36' IN WIDTH AND SHALL BE FASTENED
0 SEEDING DATES: APRIL 15 - AUG 15 SEEDING DATES: DEC 1 - APRIL 15 ADEQUATELY TO THE WIRE
Q OMIT ANNUAL LESPEDEZA WHEN DURATION OF TEMPORARY neeee ft, 3. STEEL POST SHALL BE 5' 0" IN HEIGHT a
COVER IS NOT TO EXTEND BEYOND JUNE. APPLY 4000 LB/ACRE GRAIN STRAW FOR MULCH APPLY 4000 LB/ACRE GRAIN STRAW FOR MULCH N �pqp
APPLY 2000 LB ACRE GROUND AGRICULTURE LIMESTONE APPLY 2000 LB/ACRE GROUND AGRICULTURE LIMESTONE �T AND BE OF SELF FASTENER ANGLE V1 1 \
75• SEEDING DATES: DEC i - APRIL 15 APPLY 750 LB/ACRE 10-10-10 FERTILIZER APPLY 1000 LB/ACRE 10-10-10 FERTILIZER STEEL TYPE 0- o Nw \ \\�\\�\\�\\�\\
APPLY 4000 LB/ACRE GRAIN STRAW FOR MULCH 4. WOOD POSTS SHALL BE A MINIMUM OF 6' o �, N
WHERE CENTER MEDIAN CURB APPLY 2000 LYACRE GROUND AGRICULTURE LIMESTONE SEAL IN HEIGHT AND 3" OR MORE IN DIAMETER �
IS REQUIRED GUTTER SHALL APPLY 750 LB ACRE 10-10-10 FERTILIZER TEMPORARY SEEDING WIRE FABRIC SHALL BE FASTENED TO WOODEN / \/
SLOPE AWAY AS SHOWN ` tt' PO WITH
T LESS THAN #9 WIRE STAPLES
CURB & GUTTER ti, N \ / SKIRTANCH
FILTER FABRIC
NTS
GUIDELINES FOR TEMPORARY SILT FENCE DETAIL
N.T.S.
to
FIRST UNION NATIONAL BANK N ► 5 5 99 UNIVERSITY BRANCH
909 MARKET STREET Scale: P1or1z. SNowa Sheet No
WILMINGTON, NC 28401 1"=20'
N 307 SOUTH COLLEGE ROAD Engineers DICKSON [phone] Dra : SITE PLAN AND C - 2
MNH 250256
Raleigh, , Asheville, NC NORTH CAROLINA MISCELLANEOUS DETAILS
Planners Checked
MLMINGTON NORTH CAROLINA 28403 Columbia, SC Charlotte, NC 1 MOVED PROPOSED LIGHT PER ARCHITECTS REQUEST 5/10/99
Surveyors Atlanta, GA Hickory, NC REV. NO. DESCRIPTION DATE MNH
P Project No
REVISIONS 90242.80

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