SW8970415_APPROVED PLANS_19970903

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
DOC TYPE
El CURRENT PERMIT
�PAPPROVED PLANS
� HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE-
YYYYMMDD

L . Ilumpkin Center
i
SITE
c, ro 1 WESTERN
L„ R.-3 00' L
N 5 1' 1'55' E 1059.67' - - _. _ _ �� - - - - - - R. =15.00' - - -
R.- 0' - � 5 0 �- �e -1.. >r
it: I ovsE �
I R
o _ Lo
t�Lo_nm
N51'1'S5"-E1. �'5i'1'55EI 114-SG,soa51'1'S� E 417. 67' .� ._. -... - E C-10WESTERNMOOSE AVEN _ PROPERTIES .II♦1 1 5 �8.50' , C5
_ 00,
BOOK 34 . I N R 5.00'
PP.-187 z I cc
y .0 18 0' 3, -
SLIDE J454 u'N o d 1.
t ZONING B-1 �o I
a rJ _ N �1't'S5" E.111. 7' �. 1-
�- 28.83' 4 - '� ��- R.=5-00' / 20 z FONV
ILLE
CON BETE l o
FLUM SEE C-9 0 Z
DET. 12/C-5 t7.50' 0 C' . c�
R.=50.D I- Z az_
t a Q
5 3 0 Li
Lo
8, -
f I N 6 Q LJ
I i o
3 0' I 2 O I� o I VICINITY SKETCH
U-) __j I NOT TO SCALE
br 67'
10.18, - _ N 51.1'5 �35 Q p 1 � o -(30}1XWIDE N' R.= , 00' °' o
r
_ P .R IN �Pt�QgS o� I I
`A 3CID
d `r 3 I w
5 SEE 2 C-9 FOR PAVING N I I I
/ r
TYPES AND LOCATION �' Q6. o,,k 6 ' FLUME SEE I
R.=S .OG _g e_5'• .=5' o DET. 12/C-5 I
N ,15E ,�67.00' R4-7
- - - - --
o R.=5.00' '
C o
�n
+ A �.plc I G '2 s "� Is.,UIRVETABLE
1
1 1
2. 45- 5 0' _' CURVE �. �•jV �J R 4
c5 1 z 2 5 :a - r CURVE �
1 5 - N 51'1'S� E`�6' L.. = 5-77' L+. = 27.4y' LC = 2-92'
_ =S.0 ! N R = 100.00' R = 17.50' R = 32.50'
I VAN ACCESSIBLE c i a r, R.=5.00' ! = 535'55' = 90'0'0"
AI DI A KI 'G ' 0 � , C R C E ,
r-4
-- _ P E 31 a - P1 3 a
- q I 3 CURVE 2 CURVE fi C �RVE 1co I0
1- D a i z LC = 9.77' LC = 8 i' Lt, = �7.49,
JJ I a R = 100.00' R - 32.50' R = 17.5.0
- N �•1 •� _515'0'0" ' o - _ f ; = 5 35'S$"
R-.47=
3 CONCRETE 5,
.9.50t, ,TYR.=.00'
SALES FLOOR AREA c„ RVt.% ��N FLUME. SEE R* _ - - •-o
I _ V
DET. 12/C-5 3 SEE "G' SHEETS 1 `n 6 ( 1 LC = 23.5v' LC = 17.57'~ LC = 43.20' ► y Sc A
+h _ �• FOR BUILDING a ! rn I R 70-00' R = 67.50' R = 27.50' - , •-� '
d °' in INFORMATION r` I I a ;
SHI ING/ �' S' I �x - 19'36'S6" = 1 1 _
1 z 2 'S 5 G 0 0'0'�, I k
REC IVING . _ � _. - -
A SEE DET. fi,7/C-5 FOR N 51 1 E '267. ' I c - -- CURVE �Ur VE $ L ; I
o ' ~ '°
In TYP. HANDICAP PARKING
/ 14 QO, i u I -� R / c LC 12.f3' LC b.U6'
SEE 'G SHEETS IGNAGE AND CONC. BUMPERS % c` -5.0 I y R = 1015.50' R = 67.50' _
I FOR B. !LDINC : S all 31 3 � I 1 d = 0'41'3" - = 5'3'34"
Li!
Lj
W
V
z
v
C7
Z
W
V)
I-
Z
c!¢
LrL.L
Z
LJ
T
ca
oco
Z
Y
O
to
QZ0
1
J
1
,tj
R
fr
rn
1
L
\
I
Q�
po
DRAWN BY
APPROVED
JRE
DLI
PROJ.
DATE r
L_756
4/14/97
INFO MATION
• LID
• q i
6•
I cLn ! _
N `'1155EJ67. C, R.=4.7. CONCRETE d
z
- FLUME. SEE Ir
c" o R-=5.00' DET. 12/� . ` Ct
N T. 13 Yl �rJ `+ 4G
f� .gyp 6
ua� -DUMPSTER I o �! ,al 14.0'0' i�4.4 I;
cn I GREENHOUSE 10 6
2 6> 5 i ILIJ
O a j a T 1
�n I ¢ 1 _ 4' WIDF� COI+' BETE SID y4L' I� r Z ,
R.=5.Ga' b " :�
R-=50.00' C-7 1 I �`' J p PER C C'F ACKSON�� LE
0 5 ' S Q 6 D' r �' t • La
I I ► i RA►u1P! 'CATA10�%DR11'E�DiC 11,i+1N A►'I co►,+wT m !I Z
7 C> w • z c�
Lo
GARDEN CENTER I
R. 50.00' C- 6 r - ' -
7.50
i �N
> Oro
�00' TURNING RADIUS t
.17 fi I 1-, I IL 19 0 9'
C-5 /� r•
S 51' L'S!L W 411.83
N, i In
S 51'011515"W-519.66' R,=35,00'-
LAI
INTERSEr T10 . SEE I y ,;r„ U o a
.� 31 5 -p ' (� 1 3 I R.=15.00' DET.NC-6 1 ALL SIGNS, PAVEMENT MARKINGS, AND OTHER 7 AFFIC CON7RCL LLt
I % DEVICES SHALL CONFORM TO THE MANUAL ON UNIFORM TRAFFIC I 2 U s cn
51'1'�5" E 3^ t•=4.75' I I 11 C -1 R.=40 D0' / r ± DEVICES, 1988 EDITION AS AMENDED. U _ uj z
+t -� _ -- -�.� tt �„ 2 ALL PAVEMENT MARKINGS SHALL BE PAINTED WHITE ON ASPHALT , j [ _ - �o x
"' Itt.=4f75' R.=15_C PAVEMENT /YELLOW ON CONCRETE FAky'EME;JT AND SHALL 8E Q `� - = Q
c� . ! i�......w - 3
I FOUR (4) WIDE UNLESS INDICATED OTHERWISE.
fi' -•f� -3`J 00' r' ALL DIMENSIONS ARE TO BACK-CF-CURB UNLESS IR�ICArED
I � R.=1 1 .50' R =$2'SC ! r; f OTHERWISE. ALL CURB RADIUS ARE TO BE 5' UNLESS
0 5 >n co ; INDICATED OTHERWISE.
Eo 0 2 `� ® , CONTRACTOR SHALL FURNISH AND INSTALL PAVEMENT MARKINGS
_ \ t AS SHOWN ON THE PLANS. (SEE SHEET C-11 )
'V'tlD•195_^ S 't'S5" W f �,r�-3 5 '�- CONTRACTOR SHALL COORDINATE THE INSTALLATION OF ALL SIGNS,
- 3 PAVEMENT MARKINGS, AND OTHER HER TRAFFIC CON I,ROL DEVICES WITH
I., f I 01
R. 57. 1' f I OTHER CON I RACTORS 0.4 THE SITE.
45: ' " "�" ?. JOINTS OR SCORE MARKS ARE TO BE SHAPP AND CLEAN WI T HGi;T
SHOWIN- EDGES OF
2A 25 - D' cp TING TOOLS.
i ' t. CONTRACTOR SHALL S WI�CUT TIE-INS AT EXiSTiNG CURES AS
E
1t • - - - - - 5'3 (,;; I NECESSARY TO INSURE SMOOTH TRANSITIONS. CONTRACTOR SHALL
YP 1"'72''55"W 255.00, .=35-00' r SAW -CUT AND TRANSITION TO MEET EXISTING PAVEVENT AS
�+ R 117 50' ' ! NECESSARY AND AS DIRECTED BY INSPECTOR TO INS' IRE POS,TIVE
TRACT 5 1I
• TALLMAN ESTATE
M.B. 1, PG: 53
ZONE - R-7 15.5D .
rN' Rat NOTES LEGrN
1. BOUNDARY AND TOPO BY JOHN L. PIERCE SURVEYING, 409 JOHNSON BLVD. - - PROPERTY LINE
JACKSONVILLE, NORTH CAROLINA 28540 (910} 346-9800
_._. ._ _ .. _ ... -.._.... - .. CURB AND GUTTER
2. DEVELOPER: VENTURE PROPERTIES, L.L.C. T
WILKESBORO, NORTH CAROLINA BUILDING !y�
3. CONTRACTOR IS TO VERIFY ALL UTILITY LOCATIONS PRIOR TO BEGINNING WORK, rn
4 ALL WORK IS TO BE IN ACCORDANCE WITH ALL STATE AND LOCAL REGULATIONS. PROPERFI' CORNER
Q. 1 5.00 I I R.=oz. 50 t' V
DRAINAGE. (TYPICAL AT ALL INTERSECTIONS)
r
-.2 1.55 CONTRACTOR SHALL COMPLY WITH ALL PERTINENT PROVISIONS OF
I Q LOWES PYLON SIGN ; ; I ,-: THE "MANUAL OF ACCIDENT PREVENTION IN CONSTRUCTIOtV
j l SEE DET_ 11/C-5 I '' # J ISSUED BY AGC OF AVERICA, INC. AND THE HEALTH AND SAFETY
R,=3.00' + I COORD. EXACT LOCATIONS + + ; / REGULATIONS FOR CONSTRUCTION ISSUED BY THE U.S.
R_=35.00' 1 j Q I WriH OWNER AND LGWES , I 1 DEPARTMENT OF LABOR.
9 CONTRACTOR SHALL FULLY COMPLY WITH THE REQUIREMENTS OF
THE SOILS ENGINEER, S&ME, AS DETAILED IN
' THEIR REPORT DATED DECEMBER 9, 1996
jI t © I 3, •. ALL IMPROVEMENTS WITHIN NCDOT R-G.W. SHALL COMPLY WITH THE
I 1 I I NCDOT STANDARD S8TORMWATER
!
� 1 r
j 1 SITE PLANE c E I v E
APPROVED
I ! NORTH CAROLINA ENVIROINIMEM AUG 0 71997
MANAGEMENT COMMISSION
DIVISION OF WATER QUALRY p�p� 5
I j PROD # SW II
j j pd, 3 SAP l-Ii?
5. ALL PERMITS ARE TO BE OBTAINED BY THE CONTRACTOR PRIOR TO THE - - - - - - - - - - - -- - - EXISTING HIGHWAY f
START OF CONSTRUCTION.
PROPOSED DRNES AND R.=1031.00' j j -
6. HYDRANT LOCATION SHALL BE APPROVED BY THE LOCAL FIRE MARSHALL. ADDITIONS TO EXISTING R.=1000.00' I
7, EXISTING UTILITIES ON SITE SHALL BE RELOCATED AS REQUIRED. HIGHWAYS I j�T-�AT��T�
I
CONTRACTOR SHALL PAY ALL COSTS ASSOCIATED WITH RELOCATION. v _..._ ` j ^i'•�-
- _ j TOTAL ACREAGE - 16.3t ACRES
o `_ ': .:t 1 - PARKING REQUIRED = 5.5/1000 5F = 715
FENCE nr
r.-
CONTRACTORS ARE TO FULLY ACQUAINT THEMSELVES
WITH ALL UTILITIES WITHIN THE NCDOT RIGHT OF 1+ X,
AND WITHIN THE PROPERTY BOUNDARIES WHICH WILL
REQUIRE RELOCATION. ALL COSTS ASSOCIATED WITH
RELOCATION SHALL BE INCLUDED IN THE BASE BID.
CENTER U"aE PARKING PROVIDED = 716
60 t y HANDICAP PARKING = 18
100, 50,
,
HANDICAP SYMBOL GG-LO.IS S _ - LJ O L� �V 'I
T- -
- > .
tf
,aria - ' ,' _--------_--- -�_ --- JJ
co ``'1Iw
N -
1
I I ,
_ . o It
SCALE = 1"=50'-C"
ALL CONTRACTC' RS AND SUB-CON-RACTCRS
SUBS/117iNG BIDS ON THIS PROJECT SHALL BE
REOUiPED TO RECEIVE THE ENTIRE SET OF .
DRA'•N!NGS. BROKEN SETS ARE NOT ALLOIAED
FOCR B=DDING PROJECTS.
UNDER NO CIRCL•IMSTANCES ARE THE DrAW�NGS
TO BE SCALED '1
r
1�
z
0
0
0L
in
w
1-=
Z
V)
,
w
O
L.L.
j LL!
z 0
o �
Y L
L)d
,__i .
SHEET W
H
OF 11
I

CONCRETE FLUME
-4 _'
AND RIP RAP
SEE DET. 12/C-5
}'
N.
SEE SHEET
C-12 FOR
POND DETAILS
i
PIPE #
DA
I io
C
0
SIZE
I (H)
I (L)
LENGTH*
SLOPE
1
.2
5.5
1.9
1.0
15"
43.75
43.60
35'
0.4%
2
.4
5.5
.9
2.0
15"
43.60
43.45
35'
0-4%
3
.2
5.5
.9
1.0
15"
44.0
43.85
35'
0.4%
4
.4
5.5
.9
2.0
15"
43.85
43.70
35'
0.4%
5
.1
5.5
-9
0.5
15"
42.00
41.9
25'
0-3%
6
.2
5.5
.9
1.0
15"
41.9
1 41-5
135'
0.3%
7
.8
5.5
.9
4.0
15"
43.75
43.36
130'
0.3%
8
1.47
5.5
.9
7-3
18"
43.36
42-6
255'
0.3%
.�
�•��v.
��'�`
�rLf'-
Z D
10
5.5
5.5
.9
, 27
36"
41.75
41-3
150,
0.3%
11
5.9
5.5
.9
29
36"
41.3
41.0
1 GO,
0.3%
12
5.9
5.5
.91
29
36"
41.0
40.7
90,
0.3%
1
,3.75
.4
120'
0.* 0
14
1.5
5.5
.9
7.4
18"
43.3
42.9
120'
0.3%
15
2.25
5.5
.9
11.1
24"
42.8
42.35
140'
0.3%
16
2.8
5.5
.9
14
24"
42.35
42.0
120'
0.3%
17
3.0
5.5
.9
15
30"
41.8
41.32
160'
0.3%
18
3.1
5.5
.9
15.5
30"
41.32
40.9
140'
1 0.3%
19
3.2
5.5
.9
16
30"
40.9
40.5
120'
0.3%
20
3.4
5.5
.9
17
30"
40.5
40.4
30'
0.37.
21
NA
24"
SET IN EXISTING
DITCH LINE
90,
0.3%
22
NA
24'
90,
0.3%
3
SEE CALCS.
24"
41.5
39-5
80,
1.25%
4
SEE CALCS.
24"
40.5
40.0_
50
1 .0
ALL PIPE IS TO BE HANC R HI- "SURELCK C" OR APPR Vr
44 t4 eTIN ALL NCQC7 TANQARDS AND PC.CIFICATI N
cr
I 1 ► I _ i I ;, f I D SIGN FOR 10YR, 15 MIN- STORM
i i J J s • a 4.- �1.. -. ti.._. _, .». i' :f I IfLENGTHS ARE APPROXI AATr
!i
J E * ^ LAYOUT TO BE BY PLAN
7
-.�
CI-10 ]•- i i € f _ t I h i 1 E 1 1 iI E
yi i i Ililll EF`E _ a I iii
l-
S I' G i i 1 i 4? I i i i fF CI-2 4 {s t
, -2 Ty
I 47` t`
i s _ ALL N .H
DRAA
Tvp
NQ
i I i [ _ 1 1 i
N !
e OF 15
;I 1 CI-9 N W F !SHED CONTOURS SHOWN ARE TOP OF FUTURE PAVING IN AREAS
CI-8 CI-7 40 j V. i o RE IVE PAVEMENT AND TOP OF TOPSOIL IN AREAS TO BE SEEDED.
22 F
} AREAS TSIDE OF THE PARKING LOT PERIMETERS SHOWN TO BE
35 F
} 45
a W j OF TOPSOIL. THISTOPSOIL TO BE PLACED
- - CONTRACTOR.
'I I ANISEED LT ELD SHALL
THE
.- ter': ,a....�„�. �.�.r-.• �..r-.... ;s _ . r. Q €
IS
O I tJ I GIMENSI NS ON BUILDINGS ARE FOR GRADING PURPOSES ONLY AND ARE
_.....-- - 51*01'55'`w 51.6 10' STUB 24' RCP
NOT Tq BE USED TO LAY-OFF FOOTINGS. (SEE "G" SHEETS)
TRACT 5 FOR FUTURE DEVELOPMENT '- !.--"" I f IrONTR TOR SHALL NOTIFY AND COOPERATE WITH ALL UTILITY COMPANIES
TALLMAN ESTATE t ; J (2.2 ACRES).'.
IOR FIR S HAVING FACILITIES ON OR ADJACENT TO THE SITE BEFORE
M.B. 1, PG.53 IDISTUR ING, ALTERING, REMOVING, RELOCATING. ADJUSTING, OR
ZONI R-7 :. �. ,. I Q 1 I I I CONN TING TO SAID FACILITIES. CONTRACTOR SHALL PAY ALL COSTS IN
f I CONNE TION WITH ALTERATION OF OR RELOCATION OF THE FACILITY.
f ILL CAT Ii BASIN GRATE AND FRAMES ARE TO BE BY NEENAH
I l FOUN Y OR APPROVED EQUAL. (U.O.N.)
t I E. ALL AR S NOT COVERED 13Y BUILDING OR PAVING ARE TO BE GRASSED
GENERALALL
NOTES LEGEND - � f j s 7 CLEARI G ANDAVATED GRU GRUBBING SHIALL ALS BEDDISPOS DTOFRTING OFFLSITE BYOM
1. BOUNDARY AND TOPO BY JOHN L. PIERCE SURVEYING, 409 JOHNSON BLVD. ACTOR.
JACK50NVILLE, NORTH CAROLINA 28540 [phone]
PROPERTY LINE ! I 8. ALL EXCAVATING IS UNCLASSIFIED AND SHALL INCLUDE ALL
- -
CURB AND GUTTER 5 E ! 1 = MATERIALS ENCOUNTERED.
2. DEVELOPER: VENTURE PROPERTIES. L.L.C. I_ d t ► �. BEFORE ANY MACHINE WORK IS DONE, CONTRACTOR SHALL STAKE OUT AND
wILKES$ORO, NORTH CAROLINA BUILDING f p MARK THE ITEMS ESTABLISHED BY THE SITE PLAN. CONTROL POINTS
ICONTRACTOR IS TO VERIFY ALL UTILITY LOCATIONS PRIOR TO BEGINNING WORK.
PROPERTY CORNER `
SHALL BE PRESERVED AT ALL TIMES DURING THE COURSE OF THE
Ci-5�
4. ALL WORK IS TO BE IN ACCORDANCE WITH ALL STATE AND LOCAL REGULATIONS. LACK OF PROPER WORKING POINTS AND GRADE STAKES MAY REOU#RE
I I f UNTIL SUCH POINTS AND GRADES HAVE BEEN
5. ALL PERMITS ARE TO BE OBTAINED BY THE CONTRACTOR PRIOR TO THE - - - - - - - - - - - - - - EXISTING HIGHWAY CESSATION OF OPERATIONS
j PLACED TO THE OWNER'S SATISFACTION.
START OF CONSTRUCTION. , ' fi f .0. CONTRACTOR SHALL COMPACT AND MAINTAIN A 30,000 SOFT. STONEBASE
6. HYDRANT LOCATION SHALL BE APPROVED BY THE LOCAL FIRE MARSHALL. PROPOSED DRIVES AND. �!
e ! CONSTRUCTION LAYDOWN AREA W/ STONE ACCESS FROM THE
ADDRIONS TO EXISTING
CONSTRUCTION ENTRANCE AND STONE ACCESS TO THE BUILDING PAD.
7. EXISTING UTILITIES:IDN SITE SHALL BE RELOCATED AS REQUIRED.
HIGHWAYS 11. THESE DOCUMENTS ARE SCHEMATIC IN NATURE AND CANNOT SHOW EVERY
CONTRACTOR SHALL PAY ALL COSTS ASSOCIATED WITH RELOCATION.
ITEM NEEDED FOR A COMPLETE OPERATIONAL STORM SYSTEM. THE
{ - I
ELEV, NEW TOPO F ,, CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING A COMPLETE
OPERATING STORM SYSTEM.
PIPE NU BERPIPE NUMBER/ I�[4.;.r.;, Y�. _
STORM DRAIN SS 0 S 1 0 05)
J '
50,
A'.:
SPOT ELEVATION/ -�"`r
TOP OF CURB/
..._ - -...
245.2 k II ` 09
b 1 -
SIDEWALK ELEV_
Ara:aaarraaa�rwra FRENCH DRAINS f - N
CONTRACTORS ARE TO FULLY ACQUAINT THEMSELVES
SCALE
WkTH ALL UTILITIES WITHIN THE NCDOT RIGHT OF WA'• _ CI=CURB INLET Q J6=JUNCTION BOX - - (�
AND WITHIN THE PROPERTY BOUNDARIES WHICH WILL o+ -' t -_ -� T " - - �! GRA� N V AND DRAINAGE PLAN
REQUIRE RELOCATION. ALL COSTS ASSOCIATED WITH ® DI -DROP INLET m YI=YARD INLET � d Ila ` _ _ - - =s-- - -"' _ _ _ - _ _ _ - _ � - _ - - _�� �+My
RELOCATION SHALL BE INCLUDED IN THE BASE BID. - N � �+� =�=Or
I� f
100,
ALL CONTRACTORS AND SUB -CONTRACTORS
SUBMITTING BIDS ON THIS PROJECT SHALL BE
REQUIRED TO RECEIVE THE ENTIRE SET OF
DRAWINGS. BROKEN SETS ARE NOT ALLOWED
FOR BIDDING PROJECTS.
UNDER NO CIRCUMSTANCES ARE THE DRAWINGS
TO BE SCALED !+
2
>_
I�
it
w
Q�
ui
W
0
Z
Q
V
0
Z
d
(
~
in
L J
d
W
�;
w
o
Z
;LJ
mm
W
M
o
d
O
Q:2
0
=
O
V
U
V
V
Q
S
O
Z
2
V
0
2
ifs
fl
V
LJ
�
Z
Z
uV
Z
z
0)
rn
m
rn
c
r
C14
n
En
to
I
I
DRAWN BY
APPROVED
JRE
DLI
PROD.
DATE
9656
4/14/97
.77
7 .
EL
Z
Z
Z
�r
0
OC
L&
LLJ
Z_
w n
co
V7 QLLJ Co
Z�¢
t� U Ld000
LJ _j
t: om.._
= U w a� 0)
0s1V z
2 x
Q
z
0
a
U
2
N�
+.L
O
z
z
a
z
0 rj o
z FF_
Z V .
Q w
O F
U}
yet
Q 0 -
0
o
0 LL
La
_j Q
,J
J i -'
� fr..in.E
O
�
U L,d
SHEET w
OF 11

- 3000 PSI CONCRETE W/-'_ SURFACE TO BE 1 /4" ABOVE�. 5� U�` TYP_ CONC_ CURB AND 1" ASPHALT SURFACE COAT
W2.9 X W2.9 W.W.F. OR CONC. CURB AND GUTTER' 8 . - GUTTER 2" ASPHALT BINDER
TACK COAT
g'MIN. - 5" 1" - � 3'S � 18" O.C..E.W. _ -
FLAT AREA BINDER 6" ABC COMPACTED STONE BASE
(COMPACTED To 100% MODIFIED PROCTOR)
SABC COMPACTED SUBGRADE (PER SPECS_)
I" RADIUS
SLOPE 3/4" (REVERSE SLOPE WHEN
TTACK COAT
GRADE FALLS AWAY FROM CURB) - - "--'---- --- • { ° o
1 , 3^
r I a 1
i- I-- - - -^w -
i t 1_ __ �4
>..� �: Y i
• Y
4 -
.... •� 4_... 4i — rr—� -
_
_ M r yd, I S I 2
f �s} d O
- { - - - Ir,- _ -AC}-'COAT
E AR CO T. EDGE OF ASPHALT PAVING
3" COVER (TYP) 2'4 $ N
USE 3OC]0 PSI CONCRETE I_~ .i I ' - - I ' `—COMPACTED SUB -GRADE
NOTE: ASPHALT TURNDOWN +4 STANDARD
COMPACTED SUB -GRADE TO OCCUR ANYWHERE l II G
ASPHALT MEETS SLAB C5 AS P HALT PAVI N NTS
-TURNDOWNi -
CURB AND GUTTER SECTION z ASPHALT 3 DEPRESSED CURB
1. CS N.T.S. .: CS NTS _ C5 NTS -
I
- I
4" PAINTED WHITE LINES
," ASPHALT SURFACE COAT STANDARD ALUM. -HANDICAPPED PARKING I 1.5" ASPHALT SURFACE COAT
1 SIGN R7-8 BOLT TO STEEL TUBE W/ 2/8" i
2" ASPHALT BINDER CADIUM PLATED NUTS, BOLTS. & WASHERS, 3" ASPHALT BINDER
- 6' LONG CONC. WHEEL STOP7Fr— 8" ABC COMPACTED STONE BASE r �W ANCHORED W/(2) #4 BARS
6' ABC COMPACTED STONE BASE
f (COMPACTED TO 100�: MODIFIED PROCTOR) STANDARD ALUM, MAXIMUM PENALTY!Trn Tn , nn� .,nnlrlrrY ,h
COMPACTED SUBGRADE (PER SPECS.) SIGN R7-BD BOLT TO STEEL TUBE W/ 3/8"
CADIUM PLATED NITS, BOLTS, & WASHERS. -
TACK COAT (IF REQLHRED)
2"x2x.188" STL. TUBE EXTEND INTO CDNC. io
nzy
Y -
FILLED PIPE 2'-Cr. PROVIDE WELDED WATER- I
TIGHT CAP PAINT P&L #6118 "BLACK C_:OFFEC'
U.
zj
�i
_ PAINT PIPE BASE YELLOW
HEAVY DUTY 7
ASPHALT PAVING NTS
6 io f'
r O KC. PARXING
co
6" # 4 BAR
I ' NOTE: SEE SITE LIGHTING & SITE PLAN SHTS.- SL-, & C-,
8' STD. STL. PIPE F LLED W/ CONCRETE —� i r �, UNIVERSAL HANDICAP { }
SYMBOL. FOR PARKING SPACE SIZE AND FOR WHEEL STOP LOCATIONS.
t/r7*%NC0NC_._ WHEEL 'STOP DETAIL
V+
_ CS N.T.S.
#6 BARS 14" LONG THRO PIPE EACH HAY. I i 12"
7,
L Crr#!J� I S
21'-4"
PAVEMENT f
SECTION"A" RIP RAP s HANDICAPPED PARKING SIGN 20'-Cr
SEE SHT. CS NTS
C-3
ASPHALT PAVING
,1'-p5'
1 1 T
i -
vV
_.......
... SECTION A !'
cn — f _ - - HINGEABLE FACES
uwj6" 4'-T" 5"
CURB & a 1 I I I
GUTTER
1
I' z PIPE SIZE
- i 12" : 1 12" VARIES
t } MIN. MIN.
FOR HANcoR �
,. H! i= I I I i l f I—, CoMaacTEDAccFILL
2 CONCRETE FLUME Sl1F.-LOK' PIPE ►i�illl_ -_ ►► -I I^II_
FILL TO TOP OF
PIPE W/ GRANULAR FILL z"'='
t .I GRANJLAR
J NTS MATERIAL
L.
-
USE CA-6 OR CA-10 BACKFILL FOR COMPLETE
TRENCH WHENEVER PIPE IS 2'-Ci OR LESS
FROM A PAVED SURFACE
VARIESE.
SEE SHEET C-, 7_ s TRENCH SECTION
3000 PSI 1 /4" /FT. SLOPE , - 3/4" RADIUS
CONCRETE 9" C NTS
ASPHALT a • • _ . ,
PAVING a S. • A . a �' RADIU'- •
• • ♦ 4 -d r -
.. I
4 STONE w_ s
.- ma`s>= }� 'F,r 3'', �' r_f' t'r , --, s+{3, yy 4 '{ t CLEANOUT
BASE > Y BRASS f
T }_ ; GONG. SLAB 1
MIN. B S CAP SEE SHEET
f._ I 3 1 _ I [ k F : 1/4" BELOW ADJACENT #G-7 FOR CONNECTION
— CONC. SLAB I I OF DOWNSPCJT TO U.G. PIPING
�I
SEE NCDOT ROADWAY STANDARD NO. 852.01 B COMPACTED
SUBGRADE C CAP i
3 CONCRETE ISLAND SECTION N.
I
NTS
- 4
�;DOWNSPOUT / CLEANOUT DETAIL
NTS
- 4" RED STRIP
�.���„t��_=-•'ter'# _ ON FLEX FACE
Ire
MATERb4L
SIGN '!C:S-
10'-0" C.C. 6'-0" X 20'-0" DOUBLE FACE INTERNALLY
b GREY SUPPORTS 1LLUMINA-ED SIGN CABINET OF SIGNCOMP
I WIDE BOGY" ALUMINUM EXTRUSION W/ 2 1/4"
FLEX FAcE RETAINERS (HINGEABLE) CABINET
'p FINISHED IN ACRYLIC URETHANE ENAMEL TO
MATCH PJS 430 GREY.
in
' FACES 0' FLEXFACE MATERIAL W/ COLORS
°Q APPLIED VA HEAT TRANSFER PROCESS-21 14
cs
I
BLUE BICD. W/WHITE COPY.
INTERNAL ILLUMINATION BY HIGH OUT -PHUT
FLUORET-ENT LAMPS POWERED BY LOW TEMP
BALLAST` ALL WIRING U.L. APPROVED.
8" X 1 C DEEP X 20'-Cr' HORIZ. PLATE COVER
FABRICAED OF ALUM. TUBE FRAME W/ _08D
SIDES AID FACES.. I
I
SIGN CpINET MOUNTED OI (2) 8" X 1 Q' X 1 /A" I
WALL SUL POSTS. (2) HORIZ. CROSS -BEAMS of L J
8" x 10" x /4" WALL STEEL
- f
l l I ACTUA_ FOOTINGS AND STEEL POST S'ZE TO
BE DET, hNED BY SIGN MANUFACTURER
Li Li
E7
N0-E• E�GN SUPPLIED & INSTALLED BY LOWES.
ELFC fri-CAL CONTRACTOR TO PROvIDE POWER
HC'j�-I-P- (SEE SITE. LIGHTING PLAN)
f.
7777
! s
- s�• �r _ - 1jj( - - -
LOWE'S ROAD SIGN DETAIL
�+ ALL CON;P;ACTCRS AND SUB -CONTRACT -ORS
CS N.T.J. SL 3'�IITTING BIDS ON THIS PROJECT SHALL BE
REQUIRED TO RECEIVE THE ENTIRE SET OF
t DRAWINGS. BROKEN SETS ARE NOT ALLOWED
t FOR BIDDING PRO: ECTS.
UNDER NYC, CIRCvh1STANCES ARE THE DRAWINGS
TO BE SCALED' 1t
NTS
LL
Q`
}
i
ui
0
a
V
U
w
a
z
V)
o
0
NI?
r�
1
DRAWN BY
APPROVED
JRE
DLI
PROJ. #
DATE
9656
3/13/97
I,
i
i
f
2 QLl
z
a
0 L LJ
Ld
p� r•
Z aCNa00
W
• �Vcp--
:5Zco
F•- p
V J V p OD
La - 0
ooa'a
m
= V V) Lai rn
V ^wz
�sa
' Q
..( �3a�
z
0
d
U
z
0
z
ru
� U
0
LaJ Q
_>
z LLI
L
Ln
U L
SHEET L
r - 1
f

r)cTCA1Tlr)M
w
�
cr
}
m
�Ls
w
c
�
�
Z
w
CU
�
z
1--
M
O
2V)Q
V)
0
Z
z
w
afl
z
a
r�
n
n
W
Q
a
-qt
�
0
�
IN
DRAWN BY
APPROVED
JRE
DLI
PROJ. '<T
DATE
9656
4/14/97
TJ iri.�L. rp VirVYr
-
1
45.0 MSL ®POND #2 a _ a SECTION X—X
2.5" DIA. OPENING PDND 1 -
a _ I I I r SECTION Z—Z
;,.
�.
1.5" DIA. OPENING* POND 2
PIPE WALL UNIT
DIAMETER THICKNESS. SLOPE B C D E WEIGHT
12
2 1/4
3.1
24
49
73
24
730
15
2 1/4
3:1
27
46
73
30
910
18
2 1/2
3:1
27
- 46
73
36
1190
21
2 3/4
3.1
36
1 37
73
42
1370
24
3
3:1
42
31 1/2
73 1/2
48
1770
27
3 1/4
3:1
48
25 1/2
73 1/2
54
2130
30
3 1/2
3:1.
54
19 3/4
73 3/4
60
2380
33
3 3/4
3:1
60
36
96
66
3870
36
4
3:1
63
34 3/4
97 3/4
72
5320
42
4 1/2
3.1
63
35
98
78
5920
48
5
3:1
72
26
98
84
7470
54
5 1/2
2.4.1
66
1 34
100
90
8810
60
6
21
60
39
99
96
1118D
72
7
2:1
78
21
99
100
13980
y -
o
oop
DIMENSIONS IN INCHES WEIGHTS IN POUNDS
-
a 0
0
g$a
1" DIA_HOLES
EACH
a
a
00
.
SIDEa
o
0
(45 HOLES}
OPENING IN` $0X
4' MIN.
STAINLESS, STEEL
1 E
DISCHARGE 1P
RIP RAP
NOTES:
1 _ STRUCTURAL DESIGN OF END SECTION
SHALL CONFORM WITH THAT OF
STANDARD REINFORCED CONCRETE
CULVERT PIPE,
2. CONSULT HYDRO CONDU€T
CORPORATION FOR FURTHER DETAILS
}'
cn
NOT LISTED.
�
w
z
z
00�CONCRETE
FLUME DETAIL
C 7 N.T.S.
N
La
Z
n
A6
Ca
j t�4
a�Ooo
•
w�cn't
azc600
U
�
i
� 0
J �
0 o
2
0
n
v�wrn
U
Z
:::�0
a
<
3drZ
a
z
0
a
U
r�
0
z
3'--Dr
s -U
':�
3 :_ % FLO1
b
V
.'.
2"-3" SURGE
RIP RAP
STONE
NOTE: MAINTENANCE SHALL
BE
SECTION
„A —A"
CARRIED
OUT WHEN 1/2 )F
THE
CAPACITY
IS REMAINING
AP
FILTER
N.T.S.
ALL CONTRACTORS AND SUB —CONTRACTORS
SUBMITTING BIDS ON THIS PROJECT SHALL BE
REQUIRED TO RECEIVE THE ENTIRE SET OF
DRAWINGS. BROKEN SETS ARE NOT ALLOWED
FOR BIDDING PROJECTS,
UNDER NO CIRCUMSTANCES ARE THE DRAWINGS
TO BE SCALED !!
zz
amp
ti
r `r
w
V)
LLJ
J Liz
Z Z
p
Y
a .
J
SHEET W C7OF11

WATER QUALITY CALCULATIONS POND 41
A = 12.9 ACRES
REQUIRED STORAGE
= ] RUNG
IMPERVIOUS % = 90
= 47,000 CU. FT_
= APPROX.,_14' STORAGE
DEPTH OF POND - 7.0'
BOTTOM OF POND
= 36 MSL:: '
WATER SURFACE ELEVATION
= 43.0 MSL
OUTLET SET AT 43
MSL
REQUIRED SURFACE AREA =
21,915 SO. FT.
TOP OF RISER AT
44.4 MSL
ACTUAL WATER SURFACE ®
43.0 MSL =
TOTAL STORAGE__---17d;�C7.37
CU FT
28,324 SQ. FT.
FOREBAYS.-iVOLUME
= 114,846 CU. FT.
ACTUAL WATER SURFACE 0
44.4 MSL =
207. OF t" RUNOFF
= 9,400 CU. FT_
34,430 SO. FT.
;
48
WATER QUALITY CAL: JLATFONS POND #2
DA -. 3 ACRE
REQUIRED STORAGE
= 1 RUOFF
IMPERVIOUS % = 80
= 10,890 CU.
FT. = APPROX. 1' STORAGE
DEPTH OF POND = 3.5'
BOTTOM OF POND
= 41 MEL
WATER SURFACE ELEVATION
= 45.0 MSL
OUTLET SET AT 45.0
MSL
REQUIRED SURFACE AREA =
10,454 SO.
FT.
TOP OF RISER AT
46.0 MSL i►
ACTUAL WATER .SURFACE ®
45.0 MSL =
TOTAL S70RAGE =
44.168.53 cU, FT.
0,539 SO. FT.
FOREBAYS VOLUME
= 4,667 CU. ',FT.
ACTUAL WATER SURAACE ®
46.0 MSL =
20% OF 1" RUNOFF = 2,138' CU, FT.
16,756 SQ:. FT.
END OF
PIPE
FLAT
1 =4V _v I i
CIRCUIT CITY DETENTION PONDalp
Mol
�
ALL CONTRACTORS AND STUB -CONTRACTORS
SUBMITTING BIDS ON THIS PROJECT SHALL BE-,
REQUIRED TO RECEIVE THE ENTIRE SET OF
DRAWINGS. BROKEN SETS ARE NOT ALLOWED
FOR BIDDING PROJECTS.
UNDER NO CIRCUMSTANCES ARE THE DRAWINGS
TO E�. SCALD !! 1_
y
m
w
w
�
M
z
z
w
w
�
z
0
O
O
U
'z
z
za:
w
Q
V
z
z
r�
o
n
�
n
r.
DRAWN BY
APPROVED
JRE
DLI
PROJ.
DATE
9656
3/13/97
1 _
�1
W W
z.
z
Ll
CL
cW
W
Zn
06 w M
> Lc.
L�C'4 00
It
z� Q
DD
ro
a co —
~ O C)
VLnw,M
W z
z
0
a
2
0
z
W
93
w
D
' a
a
z ca
W
W
O
L1`
w 0 J
J W
z
c <
Y
a
j
SHEET uj
C 1 2
OF 12 0

Is
LEGEND:
-0 E, EXISTING IRON STAKE
T.P.
TELEPHONE PEDISTAL
M.H.
=
MAN HOLE
P.P.
=
POWER POLE
W.V.
=
WATER VALVE
F.H.
=
FIRE HYDRANT
T.C.
TOP OF CURB
F.L.
FLOW LINE
B.C.
=
BACK OF CURB
INV.
INVERT
X 45.0
- SPOT ELEVATION
- - 45"1 41V2 r
J-° - J 1 I 44.79
--_--4T-. 44-` -J
400
TRACT 5 rr 14.10 '44a! .�466 !~�. 77 41.06 { `s�17157E
TALLMAN ESTATE i I �,43! � } '
M.B. t• PG. 53 �� I _ e7--�
■ 1 4ti.33 ]tea ',,�► 07 ti `� '' �3 ► 1
` .4
��, m"4Z`- �S
w+r 4401 A4,37�yr +d4 /y r 1�6g 7a, 5?y1.D1 ! -� f 45.'�3 rrrr - '� fa+
' "ir •rJ/. 12 iBt `VL44_:� K: 3,14
? E +
rw A
_ter.• a i `
43.1� rrr`wrAw r.r�� l�410 ��r_-�� 1 (� / "01
42-44----..��_- rr�r~~rLLO! _ } {_I?t 1 _ , �= = V. _ _ ��-ate r = x 1
_ � + M la 42 ?1 - - - ` 4:06 1 + jr 44 47 + ".1* "AV I !! 4&43 45.76 � � +45.!* aBsSa 642 157E
�� + �4�� i 1-90� �� E r-'�.0_0+ t 441E rri �f
1 O y
1! 102E w \ ;-/ // �` { �` 1 rw� + TQ
,w%_ ash NUS 152.79'
3!tl 4pa9 4 44 \ + .\ t 4p?I ) y
E KENNITH WHICHARD
DRAW �40-64 ♦ `�� 41. 07# . 4160 � r + a311D !
5-30 = : Y = : _ ■ a3-50 � . ,"--__---J = 1 = � • rn
4i.47
2 44.7a 44.6E 4a7E 4a,p 4a•ai 4a.S1 a5.3rJ 45.43 /' r t � - -' - - ~ . 4s 7s I `+�
i : r W a587 44.l6 Ka4.42 4T
r-- - I■� 45,t! �•� .' D.B. 919, PG. 520
% ,�1a7 40 0541' x 264 f � --1`` % Kro'� ��r �142
4�1rf
l T rj �/ s�� �`�� ! �♦ 1.9 43 -_�`
4.
/ t t 44.1a f 1 // 1 1 T �j + do f'
4s�:r T
1143-53
1 17. 4391 ► _ 'w'-q 4aa1 l-�'45'~�-''-_ ` f + 4 43.1314K'''4�- f!`---'�_._
ff� \` = f �S--yy�' +. ,` K = 4f.00 ��Ewa `� r_-� =4'3i0� <I - �' s' i r i ; 46.20 W4a � a7.0 / 47E6
a4�1 r�.�� �_- 45.2! 40lat 41537 *C.- ... -46 �-
it
43 ,�,� 3Lt2 ; '`'op
It illto jr
QD
44.40 a4.70 452D 45f0 3 4531 4S00 1 4a21 46.77 4&7Q1 t!I 343 4S L'<7a `f/ 02 a613 �., 45/�, a6.7! ; 47.ti 4732 470
L.T. MERCER & WIFE f P 1 _P 2-00 t It 1, �`or
MAR,iORIE L" MERCER ' 11 i4_st �3 i f E - ' +2 3�.89 AC_ %
D.B. 615. PG. 301 r cn 1 ,► _ --.--------------
x' o Ex15T. C.B. 1`44 f7 I ,1 1 t 44 4++• w
• 1.16 AG ,- S 38.58' "E 265.00' 1 , f ---
/ _ TOP 44.96 K = 4-5-37 = 1 = ■ ,. �� _ _ : _ . +•' - -
1 N; 4.41 �`+ IN 443.2 •4_f7 r 4} a7 - 44 C.S. 4S 2T 43.0! = tp/ 45,01 I�S7 a;�30 t 441! 2 4! g sf,34 �` 4&" 47-46 -+ v+0jr; 47.36
44.11 _ x O INV 43.30 44 30 4 41 >>IE iL 43.96 ` _ 4�52! r �46-ba =
)r 13 , R ■
--� 7 WRE Y x 11 G " 150.00'TC*4 F r+Y. 42.30 �' % , `w ! 41 *f 1 �-
` FENCE 4, EAST. � 4 2 - �� L44 40 5 ' i ��. j r, r, a?.71 * �f 1 . �t ab tx ,��
M.H. - 2,10 , ! . 3t 4 �1 SI
1 '♦� - '7~y112 7 ''' � 4621 431.t 43.21 4=a1 4�'t 1 '.4 4"� - �_� - \,
i P+ 45 4:03 x C:.= =� C :C�=�C3r�FZ } {` 4i-t;t N 4 � � a2 71 45-7! ��
D SE AcR " �r.:"4 416i , i M H 4A3T -_ 'i \ j �■ -"
P.P. t 11 n 'r_� L�
A. + _ �r x� - =3-WV =4561 i s = i 1 : 1 =
EXISTING m.K if 4+-31 •s_E3 4a31 .Oa - 46.41 FFI ' s- x �_ 4S.a1 4S,2i 45.E . 1 aS.ab 46.a 4�� �`4Q" ,- =46.6'!' 1 47.36 r - -48... a _ ,. _- - - -- - r
i i 47_!a 4" 6 t% 47.76
T0P.42 BB _0E , �L EXIST. C.II '+4 I
EXISTING µ.FL ¢ I' - r 1 D - - r►r~ r
TOP-41.86 CA I .-M7a FL 4a4i97 I'Lit3+1 I ir'Q !' TOP i4 616 t # ' 4�36
L INv.-27.34 ♦ t # I r►v. 42.7p 44.4�I } FL 43 512 2'Op t f
r� 1~ 14.52 1C ft m tali f IN1C 42.30 1 1 1
INV h6! ♦ N 41�
1.64 INV T.P. •` 4�174J T 1 -` - 1 .
A � ; t
/�-s, �✓ 7 rLa - 4i'• --;31 FI f�j.21 - 45 4S.i7 - a52i =454C1- 6- 44 = C- +ate ���`� sa.53 ��� i6.36 � ��'�/ t i7.4! s7.fE � ��a.OT ia.1i �4d_ta s7.16
40SENA n
! 1 �5 «t7 C4 E , E f�� ,IS; `��-- 311� -1
KENNITH MilCHARD
60. YEN ROAi) 4s ' 305 3` Ex15TIN4IN_H �`: `I I / \ 4 �� r- -�11► a*-0f 1 �/R� vo ,er
�W 'V3 x I TOP.44.33 It
E'rsr. xs4p C/L INv-29.33 x q_ga 224� it +�.� + ` /r rrr D.B. 856, PG. 136
°� } TC43la �.'I �: �0 1 43fa =4634 t�� ` O Err
y LTA: TC15+ 7 > > ASPHALT RC) / 1,! 44� l 4344
EwST. �� MIST. C.D. 4 3 / ab4d1� 1 , . �l 433a t 1 �.
F.H. ` ' FL 4� E" ' L�4%SS -_' ' 11 T1 - 4E so 45,77 ,' . -"'Y + 11 1 i 1 f , E ' � ` N
e.-! V. 42.40 - • ~ -4 2- = J ! t< 1'S_- s- p� ) r _ : t / :
TOP 44.96 4�'! �+ CIRCUIT CITY �`! +�.'7 yc *` �44r3- -� ff?�4 00 t 46.50 4f 33 of ab 47 3! 47.la a7.aa # 46-6E a8.76
rtiv 4ia1 n����� I4�Z STORES, INC.t3 } !'��17i \ ,.� = 4; 'r
..{ti+sR�� iarsC6r Ir---J 1` f I,
t rL451
4f;la
3 4ea3e4 �s b iKtr .aat �1�1+ \
MCDONALD'S CORPORATION it n4�26 �;! ' �. '!` R, i
D.B. 1204, Pc. 501 Tc4}-> w3T y S. ' g [ r 4l16 4
rL43-r Q * 46-!a `-�• `� 2 40AFY -wto woo w5o ab.f3 4�3i � a7.7a 47.5T ' 47.2E 4E,46
I�14514 ~ 46 t4 ++,iEi► ` ~ `' �a ii.lR fif 4 i t
TOP 4_ 747�7a.-8:%
.Tr �4e7 u + `� 240 ; ` ■ '; 1
1 ay 4 ff��
FL 4�25 � U ES7 `\�, 46710= �1 r4R)0 /r 2L LITY EASEWNT a7_tE
INV 4394 %S' CON WA-K F x4a-66 �1 - - - - - -� �.-�-------r--------�------------------------�--���+•'a
N 38'58*05"W 1059.45' (GRID)
TC4S6�
45l1 ::. '_ + - - ��
r�,•= - - - _ AIL A It _ - - - - - - - - - - - n T16y WATER LINE.s -
--4sa
1480.71 _ ?4
'S
_`
- ----------
- -
---- 47 -_
----- ----------- -� - +
- - -
3
- - - 1= . ! w '�;_ �_ - �,# �-s# =�= ! -
go
-w ���r #>fa=�vr, �4+r at..=�7 i...'
L
_ _ _
- -
f j� .•+.� rr+na.� j'Y'�i
# �+�-:�� }d•
slJ�--r 4lsslr�rira�-
a141-� i ss
a�lts _ iy`'3
` }} ��-! s4a+a i 4► ita�
iZ-4x
M V. -`-`` 13
Rl
.-.
N- 379.357 036 N 38.58'05"W 2>7.9D'
y�t
3543
+ass 1 4a�z ���
1_ 4t.73 41-53 41
����
41-73
`
41-"
�
42 23
'.Ilp
d
E- z.4a1.2o5 s�9
C-F.. 0.999905W
_!3
/,
x
TP 44 if/ �37 t
f
.E.
i
=+a.7s,.
o
,�
tt WESTERN BLVD. (N.C.S.R. IM) - 20©' R/W
+ 7.Q!
-"�_-
A7.i
SwAzs v.is
47as
< g
.' - *� �---- '�ssa JaDwr�.,.�:,.� > _.'�4°� ...- -. sot - �•6 _ ��..
- -...
-�---
���-..-.._
. .`3 . - ._ -0-
__-
4r� _
47. �iT �_ >kD
_ ___
---_ -- 17 ----= -- _�s;aw._
�4aa
W
1189 51' (GRID) u�
- -
s7_s3 -- - -
- - - -
4 _'
_
...*7- -----� ----47---------=-�T�.•■-
.�� �4�,r= �awv +i ::7���'
-- - -
_
- -
N 42•34'i0
- - -
_ _ _--
- - -••--_!
s
_
star
r
-- ----
------------- -_----_-----------
`SAi
47.a5 4�0�
may!
s�Zt 41�.#x
4E,22 4&54 �1 -erg`'-__49--^ = EX5T. /SPH4LT Y
cJ Use less -.
�4f-_-_---
41.i7�•_---'
445?-_----
s9. �'
z
�`!7 5E6E 74
4a70 a9ot 4911 4040
49 64
49.E+
�,!
ab.'31
434
Sri
�t+ Si !! 10107
N.C.G-S 1l0rr. 'ELONO'
U 46,44 4a 43 4�ri 4a!! 49 k .49.21
4!•5)
U57
40.34
U34 4 67
�
N- 377.724.2D6
E- 2.482.751.053
NAD $3
r•.
1.75
-
- - - -
- - -
- - - - -
- - -
- - - -
- -
- - -
- -
-----
--- •----- - --
-- -- - - - -
-- --
v
�
_- - - - - - - -
- - - - -
- - -
----.-_.-
- - - - - - - - - - -
- - - - - - - - - - - - - - - - - - - - - - - - - - -
I
rn
N
d
3
i�
in
d
N.0 G 5. MON- 'COBLE' .
N- 380.0' 6.562
E- 2,465.291.595
LINE BEARING DISTANCE
1 S 25'07'51"E 0.31'
%r Lon VL
ULL I A
KAJIUJ
AMC.
C.I`I,JKLI
I AN(, N I LMUKU EIRU
1
27'19'21"
279.35
133.21
131.9 i
67.90 S 44'13'38"E
2
80'00'00"
100.00
157.08
141.12
100.00 5 83.58`05'E
3
85'26'55'
20.00
29.83
27.14
18.47 S 86'14'38"£
4
14'22.08"
279.35
70.06
69.37
35.21 S 50'42'15"E
5
12'57'12"
279.35
63.16
6 3. 02
31.71 S 37'02'34'E
THIS IS TO CERTIFY THAT THIS MAP WAS PREPARED FROM
AN ACTUAL SURVEY BY ME OR UNDER MY DIRECT SUPERVISION.
AND THAT THE ERROR OF CLOSURE AS CALCULATED BY LATS. &
DEPS. IS 1:
WITNESS MY HAND do SEAL THIS DAY OF
19
JOHN L. PIERCE. R.L.S. L-2596
k
Pumpkin Center
vi
SI rE
WEST-rPN BLVD.
MOOSEHAVEN
ROAD
1305 130b
b
cry
JACKSONALLE
VICINITY SKETCH
NOT TO SCALE
TOPOGRAPH!C SURVEY
PREPARED FOR
VENTURE PROPERTIES I, LLC
JACKSONVILLE TOWNSHIP. ONSLOW COUNTY, NC
PREPARED BY
jQHN L. PIE-RCr -- SURVP'YIN
409 JOHNSON BLVD. JACKSONVILLE, NC 2854D
PHONE: [phone] DATE: JANUAR f 10, 1996
SCALE: 1 •'= 100' F.B. 334. PG. 10
JOB # FILE NAME: CRQSS2C
100 50 0 100 A. 300
.-rF: D.B. 941, PG. 552
SCALE IN FEET
I
I

1 Z ''2
-1 r -
_'
`- i (rjj
A1.°
. N:
�1
4A
,1., }3f
DRAINAGE STRUCTURE
' �
SEE DE-T. . 4/C-7 1 -1
EMERGENCY '
SPILLWAY ---
SEE DET. 3/C-7 =- __ - _
. 1I:
59
. ;! � : I; ; . .
. % . : .. .
. . . 1% � . .. . :
. - i . . . . i L'
.
t -1 I
e
J
C,
IIIII-- - -- _ - _- - _ _ _ 1
. _. /mot t .. ---- - - - - - - - r ` tom\ _ I
20 "il _r.a r�rrr� r �,..rr i� rrs.rr��� r_r rrr�r�r .,F-rr--�ar�_a`�Iti >Fsi V
�i k 19 / 49 (17 .�. �g Ci-i-1,,,,6 ' �`_ CI-11 I TYF. n1_ tiE -i i . i
-ff
14 a`��>��,e, 1 ! C 4� o;� o %%a7 �., ALL FRENCH i A(�) I
I
t I .J I l i, : _,_ rt, m � i . I . . . .F
( � - :
::7
%,_ j _ ' - s flP .5 CONCRETE LUME � �
I�I 1- 1 AND RIP P. P L
IV1 � �` SLOPE ,��", - - . L . . I 5 l C6 SEE DIET 12/C-5 r� �
3 (1 i# ,� { I i. .` iFvr4 - _ - _ 1 i I f E f t -
d i,&� Ll E ' ; LL
S• L - -
+ }: p . q .\ - - - -;;-: i
1 11 I
.`s•+i �1'41i3i �: it -�
- 'J .� -! 1i1- +� err- i i
'/ _ j f + !-
- 1 f%
'� '! ; ;{ •I Ij;+II I . 1t
!11I., 14 ;� I
- - jj rrrrrrrrr�+r rrr�«..".. .�....�..���. ..- .� 1 . . -�. - 1 7 ar rr..� �1 � r+ r . . . .-. '. _ i✓.._ I k. . -
IL i I y]�- I a +
- ' i t
- ! i 1
a 1
'� I i
:. - = i ,
a
,
I . i • I Y
I i a I!!
- r i
TYP
- - i
11
ii`
i I I
- 'i - iI !1
T. _
I
r I i'- i"�t - 1 i
A FR N
,) .� LL E CH
1 i .
1 I
i
m /
ii
'i-
I
RAIN
a t I.
D S
- i
i
t =,11 - _ 1' I a
t t
L i �4
j
i :�
;; h .
l
L ;1 ��
.1 t�: i:4, ,s_ 1 I
�'��
} , ri I�
' Y'
.1 I
.:
... : - ! F - . . ; II ,
j i. f s t - i f I
If
' ! i i
I _ +3i 3 .1 i
--I- _
'st t - �i' - - - -
I S - i
I
! I tt `� I
- 11 i - - I.
_ - 3 "�-i
=
i I � - -.I- -
,: �_I,
i
_ 1 .. 7 f t / , l:I
i 1 �� f - - f I
i a - - 1 i - ��1. J -
- - 4 I
i 'R�-� `' r.�rt I -
a i i
' -
t . t'
_ s 1f-�y�' ,1 E Q
3a
I 1 Al
-
I
I
_ I. 1
{ �j
I 4 I
7i F '
- f -i I
c�97�C. z
'{ili I I i -- I - - - -� :� i
-.ts• q' I! J F t iL 1-
i' 1; 1 4 1
! ,
` is }:i E i ;
CONCRETE FLU'�itI;zI�' ; i ; i i + � i ;, + I a
�1�� 11 f} 1 F.F.E. - 4`aL.J�},.50 7 I'
iii - i,'� 1 - I- la 19 1 I �i i�
AND PIP RA. t 3�11, f I I 13 Ix <'` I 3 .
i 'i ^ - _7 t ` it . 1 1f ' J V Iet ! - _ - - I I i -
4
SEE CET _ 12/- 5 - .,1 . 1 ;.1 1' ; 1 I ! .
1�_
>t><.
II
-1
! . !
J
;i
i 1`
Si i
/� r` = s i i%`��� I i
i 1 I ..
=� i *�' I Irn
I
i
e i ;'
1 �
k " 1
r ! n
1 '=W=1 P T i
51. DC � 0� DRAINS HAN OR
! C
/
f
/
11
11
4f/J
V --�
'
.
f'
,
1
_�.i - _ _ $ -., .. . j - _ - ilk`- .�i'- -
r'
i,
5 i
't C- OR UA' . Pii ;wi
ED � 5EE� SPECS.) -
` i' i
1
r ■
4i
�I � I�
'T o i
C Nv RA„ T R T v 1
0 0 0 CLUD ALL f
E .
IIw L. - I
i DOWN POUT RA aV HAN
,� I 2" S D COR
FI N H / J TT ,5 TC T E D. 0 R ]NAT
- S C fl D E _ .�-
: t
; I
I
R A P �`b� , 1 - � C) 0 EC}U L. f.E- S ECS. ''4
'. i I }y. CONNt�TIC?N LOCATI�INS WITH R ^ S M. :.' I>
1 +.- H T ,-_ _ CONTRACTOR TO 1NCLJDE ALL
III
5 EE 7 SEE DET. Q/C 5 DI- I
1 a; oc.
, �-k , F . INGS TO THE D.S.. COORDINATE a r,
_ III
i_._.
I. i
N T i
CO EC ION LOCATIOtd WITH
. i S f
- i 10
:jam` ! 1 15 III
i - _ - - A -
�.-
.IF
1Shy T 1.
_ S _
t
- ti f-
l {.
I - {
jjii'." - 1
" S' - .. -._ ...... - - - ..
. i
I
r a
s ! 1 -
e
i
1H f
i r i , i f
C11! a I
t r j i
1
r-- t � 1
1-
i
F
11
I . a
r
c i
a' L'
a 1
f C
,l H i
5EE "S" S E_ S FAR
j ! �41 111 `! � i144 4{11 � � � -� - 1j11
[r : 4� :i l l f l i� Y'^A iTI&II 1AY l nw /-r' - � ., '".` 1'� il�� '�= � \ � � li3i a'.I i`L - a -
))JI
1 'J i 1 i V : m.w. .. ;::..i ( ,;I.
l�' I ''. Ia.F..: . . '.I
1. -, , �
4 a - ...
. . I .I
-7 '- ; b: 2'I
) i�- lx C
A
�.;�L
.-.
I I I L_j IIf
��
� .
. II a .m.-
'\. ,,.I �-1 C�.
41 -
L.-- -I
` r}� _ . - - - - - - - - - �x L � ., ALL ARE%CH F r
4/ �! 1---r� *°,r DRAINS' r1 le
. T. I - �
- _ - 4% I - I Z rrr �rrlrr -w4 r�r.-. �,�.rrr�r r� --_!- i ,:
_ % - L, i
) k m - c: ' .o 1�
+� -= _
_-L-- CI 6 _ 0 CI-7 .�� � �' _ - " ~ r r r r - - - - -
--- - - - - - rr rrr�r 1.� y ap ,w 2L
- - - ` J C. -
,��
J a_ ,Ij-, '44 '3J I I
. . ... ..
.
- Q II
S 51.01'55"W 519,6 1O' STUB 24" RCP I i
Tr7;aCT 5 t FOIE FUTURE DEVELDP'1EtJT I -
~;,I LIA N ES"A:z � �j (2.2 ACRES) , to
ZJN - R-7 1I I ... -
f In f
I ! Q d
�� � # P11 NT,E" -f
i IE 1 , E - f I
1 _ EC:'" ":AR" ANC TCR.� Y f I 'y L ��I FUG �v �'t^ 7 1 -i�
E jC E EE SL:r'v_ 4G`.: ,.'✓ NS%-N BLVD.
C,,,�,It• C r j�,-,a It+„I '�tt� `i �� ^`.- PROPERTY LINE - �I 1
, AC1 ...". LLE', N CARLLI A 2S543 (9 J 34E-93 �`
^.fir I ^r FR' `r^ I I I ^��T'C^ r CURB AND GU ''=R / fIII ! I 1
:`� E_� >�tiT�RE I✓R: - :,_�, LL O .i
u°'_rCE`_B0 R'0, ";DPTi QA?C'LI^!A
BUILDING CI-
R3. ✓'iP 1-7R ?S-"VE'FAL J:CIOvr� W-RK.0FLJ
+• F;K IJ ^i Ir r !:T + I GT rt I ^L ^T PROPEPTY CORNER -.1-5
4. ALL 4,, Tv EE :N ACC F 4 + E Vv J--f A L ,.7E AND �O AL RED L,,,ICNS. _'
5 . A L L Y Z III �: I ,.J - - 70 E••..• - ✓' L... - �' F'vI I r �: : RA 1 '. f P !"� ,:O 1.+ . !-I - - - - -
lzTAT OF l ^:SiRIJCTiC". t` �v J EXISTING HIGHWAY
6. HYDRANT LDCAT iC`�i S-µL
,L BE AP R'C` ED BY 7HE LX-A'- F:=E 4ARSI"ALL. PROPOSED DRIVES ANO ,
A�DITi0N5 TO EX957ING V'
7, EX i ST1NG U7:11?IES C`'1 SITE S'-'ALL EE FE_OCATED AS REOiii=EC- HIGHWAYS I
,-.. FTC .r.ir - r-,r ! �'
� )
.1.
.
I
I
I
fj
.
�� '
;
I
I
c
1
_
I
Ii
I
I
i
I
I(
i
i;
I
I
m
I
?
j
�_
±
I
;--�
`I1I,I,,l,,
Z,
a
. .
I
:I
I
i
I
�
�Ii
�
I
II
II
a
I
I�
I
/•1
I
I
I
Z.
1
_
L--
1
I
I
4
I
P jrr_4,. -en!er
I"
0
�i
S'-E� - -Rv I B:_aL
MOCSFHAVIN I
ROAD I
, �a �` u'I
I It",
NI NG
J I
\-�-
'
Ni
0 „A.KS':,.kr,L-E
`iCINI iY CSK T'CH
NOT i D---,..A--t
�r
'A
I
I -
I . c
II.
# E
1
I - .:
F r;
lL L_ E
1
n
._
F
_.s i
Q
.., 1 0
I I
� _
d -
�
A 1 i
.a. 1 i
i �'
I r.
_
4 E
c� al�,
r
_.� 2_C I
15"
4 1
i
4 __ .
35'
i C_
3
-2 i
5.5 t.9
1.,,; 1
15'•
440
i 43�5 ,
7
Z5'
04.
a
4 15.5
.9
2.G
, 5.
43.85
I 43. %- I
- -
i 0. .;
.1
5-5 I
.9
I Q.5 115"
f+�. JJ
1 41 9'
25'
I C 3 0
- I
1
i
9
I 4 1 S
-
' �'
I Z �
v- J .,
..
c
_ 5
G
5'
Z �C
? z Z
i 170
r
a
8
1
4, Ii
5 I .',
i 7.�3,,}
R�.
i
Y?. J-
I �-.v
2,::1.I
1-}0q J/p
f,�
91s� ` = 4 -7 I. -yam I L� .'s;'
f1
f
'-r--&� i�Iry'.
1'
I 5.5
9' 1 27 I
�^
�-
i L1 3
1 ��
i t o
1 1
5._ 15
5 .
_`� I �9 I
,;F" I
41 .?
I T 1 -
; c-1'
,� 3-
J�✓'O
'2
Q
I i
Q
- I
I
4'
.: 7
�.
z-
-
`v
i
I
3 c
r.
r z
1a
I__ i✓-�
I
�I'41
1
4JJ
I .�
n•
I t�
7r
,.
I L;.✓'0
1�
i2 �=
5 5 I
_9 I' 1 1
-4"
42,E
4- 35
1
1 0-3
1 F'
=
v'
-5 '
.' 4
L�
4--.3�
1 -�
I i
-
Z�I
I
_ I
u i
I
✓ J
4 1
4" Z
G ,•
-
I
I
{ Z.
-
L
�. J
n
I
-
�, ..
_�
-
i 4,
_ _
1
✓
i 7 •Y
_ _
,
. -
-
✓. t
_�
.- _ 1
-
--..
1_.
I ..i
�.
_.
e
--
`.5
-
3,
-
4
-
-.
J o
'
I --�
- -
.-- _
�"
.�?-' L
_. _C-.
2- _
'+'.�, ._i
alp. J
I =;,
_' '•
r - _ _
I Z •- L � r -ti _ _ - �.-
-T T= -- =I _ '3
0"' r� z��L /I re25
s
/"•�AIn!a4 i t Ji
1�
I' �1;1 FIN' jhCZ COS, r -'1 C-I.'Ar : 4-E TOP � rJ--.�.E -•.� „J s ;
I - ?ECEi'.= - .,v�•,,,_,- �, -v l:~ TC•�� _ 'I'J t- _ . ----
.-=y� CL'T�'E, r-F E -;n� I ?T ^CR'1 _ G:' . ,, T -_
t-Lf D - '- � ,L 4 a G -. Tom` ~- ,_,, - '� -
J � 1.1-]�I JI L/ C.Y i]'J L- ^v-✓ 4, r �'� ,�1� y'J 7 yt_ -! .
1 N0 7( K iJ ED I ,' Lam` _ -: - v s. _" c -
'� i`r'"*�'�.4 CTOR CH ,L- >\. y� Y =a': -1 r-�-".. 4 ',T1 N�'� L L•- ,._ ' �-.�
i''-^'LI - i�w] .�1_TI�R, -S C`S- `fi +l .. L-`ti '� .. . 1.7. "+---� '.�.
I t ��dI�L' I Ii'J(j I'� SA 1 =.' 'I _ a ] Cr w .r`� .,
I I �✓N:. E�-TI �N ';rjITH A'_T;R^ -' !r - - _4 r'y' f . - , .._ - .. +
-I �•L� C:AT,� BAS1N Vir"`.-E AN--" r.:.i'.' - r, � - �i _•I� ,r]Y•I i
I-UNDP'' CR ,�.PPFS rD EI� _.,: � _ _ N .r
C. ALL AFEA= NO CO EqE& =' L--La C'R -A-.;""- i--__ --I' -- - -L`= ---
l_-,i L>-:' '--E E-X!-!1 T TCi. _ -- - .a`T - ' .
- -J . "RAC .I GRvR_ , I -: -- - -- - - J:r
v°��E '--- E1�L-Vl✓I4Tr ED I
k,tik!1 II"Ii IT-�tJ C� -Li..J �'r-- ,.r+ I T- _ ,-,_ -I . - < i
ZHALL BE r - T I i T-1:-m' -- i`- 'F r- I
V-V--K CL- PP''PEQ r �I_� _1 L � Y 7 i - , L �.7Pr l' C it Gti'_ I _ r . �{ _
-CESS'.T 'I Jr v _ '-' _ _ _ _ _ -- - -
`E1 Tn c-' . 1 - n
r L A , `, THE v,. �:t' /- _:N.
C ^5'K; CTI';N E�JT=_A,iICE A',' S-_ - -- - - -- -- _
I '-1L7,L LLC-'-YEA4TS ARE ---:E4I- .a.Yi-i, C -" 'L". I
,,G^J : Rtiu I fl- SH.A.A-. III ALL CUS!.� h�_ .�:-.E _D a;:: H M. -Lv:.A C,N.11I , - - - - - - -
^. - - - ��
C 'wTcY T -=t- yam_ eI'� �`i1__ AI IN- ,+ '�_=_�EJ
! _L 'LTSLI' _ 'i'-'4 's i'i� _JVT _ _
-,.
F r i.: i .-^, - I,
�^ _ ,
}r i•i ..C`;_RTT 5_ •i,;�;4 _ r+l,i'.. A!;_L
^r- .^„ -1r _ r. ZZC .I`1 '1 IP, T;
ten.
ELEV, NEW TORO
PIPE �Nli 'I?ERp,pE r�u�19ER/
STORM DRA:N
s.2-4SPOT ELEVATION/
24,5.E TCP Or CURB/
S-ZiEr I ELEV.
FRENCH GPAIN
1© C'==C'U PB IIN,iLET JB=JtJ� iCTIC7N BOX
ra CI=r°PC�'P iN':-ET 19 YI=YAP:) INLET
I DRL,v%:N BY
1 ADP R'''V E.J
.;PcE
1 E !I #
D-4 E I
9656
I
� 4/14/97 1
I
�,
//
Cs+ J
^
1.
- -
I
�'
Lam-,
-
- I
r I
-.r+If
�-
_
I-
L ! I.
�
�:
I
---I
1"Ir I
I
40
Lj I
(,
1
Of
_
}_
i sJ
IA- s`1 1
ir7
!_
--
-
p„
'
_
LI
L�
- - _=-
1
1`
�-
+
- 17
L�
s zr-
I
�"tiC
�-ti�-
-
,r� i
l
3 i
L-
��
L.
� `T
�y
=- - -
0
.
--.- z a
- -
w
_ -1
.
- -- L-
("I
'�
Z
- -
-
- ti�
0
U
--
- -
0
gl�
'I s-.
�
0
C f
i..�
r
u
{EEC�4r rGn A CvMPLETE-=4ATC�;aL f �' �'1. 7 E
u
`�"
: L. �,; _
r�ETr?i�;G S Caws
S.E-EN.�.
- I , _.
-
-
.:: m
_
/ f1
..
i _ .. I
09 11
�.�
.. . . r
f y .
- -�-
.
...
I I 1 i ---
mot-
-
_ _ _- . _
_ --
_
III �:--.
�. -�
SCALE
- ---
x: If
r
� I-
? i - -
L
_
---
I
c� _.
i _
�Iyy ... .. .. _.. _ ...,
Q II , ...,- _ .. ._ _ -.
.
I
- .- _- ... �I
{
R }A�
N N
D D
DRAINAGE
P r�
�
- = -
_
}
r41 v_ 4 - A - _ _
--
�
-
- --
. III ----
u] IQ- III ---_-__- -_ ___ _
____________��
i \1 l
1 1
IIIIIIIIIIIIIIIIIII'v''�','A
c.- �, _ - - - -
�' 1--- 11 - �.t_ _
--
�A -I-
', I
'
LI' y ~ i.'E7- _ _ - ' _ -
- I I
_ Ir
I
III
_�
i
---
f
VL-
r1 _ •
-
�e -
- - -
E - - - - ---
If
-
i
--
- - - - �'--- �---�-.
- { 'i . i iI j 1{ly - - i