SW8890306_Approved Plans_20120618

0
4
41,_1
zcc
2
0
2
0
P
0
z
W
If ­0
-n'V5- r- I LTe I, SHAD00it
4(,)-' V66 F_-r4
F36: SOWKj WITO REE0 cj_\wAr1y6RA5S, Z
I W -r�4F_ eKl 4,>T1 W G:t OMJ-4� LINe
-ro 15' UP DI-rr,,P
r�AWK
ro rz
F-i�:t,4ctG:L1
r
-------
op -r1zEA-rmv-A-f R_/k,4, e WA c-;a E 6ACK OP-
T
ITCLAk7F3 4 C-Li-r-reFe
0 0=0
e-
75#
10 15Y
40f 0 o
C) 1, -[71A''-Rjp RAP
Jj
0 i fill•3 1. To
•
f7
of
2/,\ 0,
�p V, RA I L �i ?
S. 0.
t�xl,51TIWG eL_F_vA_1_lot1J AT COLA TI-E-r
L!�\/r'l 3,
_T_mF T _rof;�F_
TI-A IS E-e� � UA WOR"��eO G' 1-41 I-S
C li�
-,PiL_L_wA-e 13ACKr. :AIDPe AtQ0 3`�
LI KI K P 14 Li Ij c--
---r!WG �'!�LQPF FF' 40. 0/_1\W_1f350
WI-rH EXCELS'Ok C �K L F
OP Q�t v
/,I/
,Lfl;ZL1F_ AKIEP, p
I I A
LIWE_f� jl� r-�E: 60' AT SPILLWAI',� L� cu KI CA
XI/'
AN11D -70' k1IL->F_ I" Px3-rT0M \ \ \V l, I I �ii (S'
WinN,
1?>() T-Fb rA 0 r- POD C)
-All I or
4-
3e% 40 To r po w _:,LoPE�
I, l p f?�P 07-e-:
exit-, -r I ,\j
1_70 ATE U
X w
7
0 SEIWAGE PUMP IG, o0ufalil-e
ST1S..l IW
Ex*Lo�, Lj kj�'
I I
v
71 �W
7.
r_)1 AN
m ra E (3 p_/
ca�
To-
Pli LL i'1JA_,
LL,
_A­
C)f-- PAKL
K te:
L �IOTE� 4
�ISL,
_Z
_U U L z s
JC, -T I
L AT tE_ L-EEV
-T-0 �JeL'U15r-) To
_'i� pr, r 2rat "
70
MAX
. . .. ...... ....
3o
013
Z- 4-Z 1642-c)" AiZC�4 121PE
—40
b)
�V7 Tc
Nq
5� 2 LAYE R L—JAr.
I 33.0
ALL�1`1111NIUt­1 PIPE: I Z
6 Ix A L. L4 1-11 Q U H AN -f-I p T6 21
T-0 A 1-1--le
r� 5.# @5
0 HAVE.
L,4
AWO
'_ r,- --;;k I
i
v L K,
of
4. lax"IN1.0 1_4 1 4.17 X-W JIjklut It LN Q1 rvj_j 1-1 r_lu ri-4- I X'jr't , 11,j LIu_4 Ij
D I SIURBANCE AND BE IMAINMAINED UNTIL RESTABILI ZATION
N JN
OCCURS TOALLOW ZERO SEDIMENT'RU 7OFF I TO TUE STRE-A-M. i/�JATD;� POW0, PLAfl-As A Q 0 U El A,\ I LIS
TfiE SED I* MENTATION AM EROSION 'CON TROff. MEASURES AS
ET OF D
SHOINNI ON SHE ANN]I I)ESCR'IBM FUMER IN TIff �w _"�_ _R 06
NARRATIVE "PORT SILALLBE INSTALLED AND PROPERILY
d
N-LAINTAINED TO ASSURE M-1 SEDIMENT RUNOFF ENTER I NG 1: t - ir­j an, EA
­7
socl
THE POND DURING CONSTRUCTION, As atts I
M.
FOR ADD I T!,0NAL INFORMATION. ON' EROSION AND SEDIMENTATION POPP, cek-1-f-ev-, A100111-10 A 0
%
I tit e
CONTROL 44
SEE SHEIETa OF N
6-. 1FOR ADD I T 1 OVAL COS UCT_10N- IN'FORNLAMONT SEE TIiE
If OAK -rW P, Ot-45LOW CO., k1l, G, JqQRT�4 C'AP,0LIt-JA STO NAV ZT11O.N1 POND SPECIFiCATIOIN.S.
F -ATER DETEN.
JSHEET NO.
G. A&vad and 444"iale1j, nc.
—CONSULTING ENGINEERS AND LAND SURVEYORS
P.O. DRAWER 916
JACKSONVILLE, NORTH CAROLINA 28541-09-76
919-455-2414 FILE NO.
DATE, MAC r,_H SCALE A5 QOTCC) DRAWN rG DESIGNED -T-M S- APPROVED
14

SITE NOTES:
SITE DATA BLOCK OF FEATURES
1) PROJECT ADDRESS IS 135 GLADE LANE SITE DATA BLOCK OF FEATURES
UNITS # 1 2 3 4 & 5.
' ' ' ' EXISTING USE: VACANT PROPOSED USES FOR PROPOSED RETAIL SHOPS
PROPOSED USES: RETAIL SHOPS PER PERMITTED USE TABLE tN SECTION 73, COJ ZONING ACCESSORY USES
2) ALL SIDEWALKS SHALL. BE FREE OF CRACKS .
AND DAMAGE PRIOR TO THE ISSUANCE OF A ORDINANCE ANIMAL HOSPITALS
ALCOHOLIC BEVERAGE, PACKAGE AND RETAIL SALES
OF OCCUPANCY. SQUARE FOOTAGE OF PROPOSED BUILDINGS: 6000 SQ. FT.
FINAL CERTIFICATE SQUARE FOOTAGE OF EXISTINb' BUILDINGS: 0 SQ. FT. APARTMENTS
SITE ZONING: ART GALLERIES
3) THIS PROPERTY IS INCLUDED IN AN ADOPTED AUTOMOBILE SALES LOTS, NEW AND USED
CI.
DEVELOPER.■ CITY, PLANP.t.N. ZONING BAKERY, RETAIL
BAILEY & FULLER PROPERTIES, LLC N.C.D.O.T. 530510462641 - B-1-8-1 BANKS
PO BOX 400 STEVE GURGANUS BROADCAST COMMUNICATION TOWERS
4} THE PROPERTY SHOWN HEREON IS NOT
100 YEAR FLOOD BEAUTY SCHOOLS
JACKSONVILLE, NC ZB541 295 WILMINGTON HIGHWAY TOTAL ACREAGE: 0.60ACRLOCATED WITHIN A SPECIALES
PHONE: (91 O)346-8443 SUITE 11 A HAZARD AREA ACCORDING TO FEMA FLOOD ACREAGE OF LAND TO BE DISTURBED AND EXPOSED: 0.83 AC BUILDERS SUPPLY AND EQUIPMENT SALES
JACKSONVILLE, N.C. 28540 INSURANCE RATE MAP NO. 3720530400J DATED BULLETIN BOARDS, PUBLIC, NON-COMMERCIAL
NUMBER OF LOTS- EXISTING: 1
OWNER PARCEL #027235 PHONE; (91 O)346-2040 NOVEMBER 37 2005 AND REVISED TO REFLECT NUMBER OF LOTS PROPOSED 1 CHURCHES
BAILEY & FULLER PROPERTIES, LLC. LOMR EFFECTIVE NOVEMBER 37 2005. MINIMUM LOT SIZE: 0.60 ACRES CLINICS
.SEWER AVERAGE LOT.StZE: 0.60 ACRES CLUBS, LODGES AND OTHER CIVIC ORGANIZATIONS, OPERATING ON A NON-PROFIT BASIS
PO BOX 400 5) TO THE BEST OF OUR KNOWLEDGE THERE
JACKSONVILLE, NC ZB547 MICHAEL MOORE NUMBER OF UNITS: S COLLEGES OR UNIVERSITIES
CITY OF JACKSONVILLE ARE NO AREAS OF ENVIRONMENTAL CONCERN DAY CARE CENTERS AND NURSERIES
PHONE: [phone] OTHER THAN
P.O. BOX 1 Z8 THOSE SHOWN. OWNERSHIP STATUS: RENTAL
TYPE OF UNITS: RETAIL SHOPS DEPARTMENT AND VARIETY STORES
JACKSONVILLE, NC 28541 -O 1 28 6) SITE IS. SUBJECT DENSITY: N/A DRY CLEANING AND LAUNDRY FACILITIES
SURVEYOR ECT TO JACKSONVILLE
JOHNNY WILLIAMS LAND SURVEYING PHONEF (91 0)938-5249 NUMBER OF PARKING SPACES REQUIRED: FLORIST
PO BOX 778 COMPREHENSIVE BICYCLE AND PEDESTRIAN FUNERAL HOMES AND MORTUARIES
@ 3
WATER PLAN. PHASE 1 SHOPPING CENTER (1 SPACE PER 250SF OF GFA)(600SF)=14 SPACES GARAGES, AUTOMOTIVE REPAIR
BEULAVILLE, NC 28518 - PHASE I TOTAL SPACES = 14 SPACES
BOB POLSTON GARAGES, PRIVATE
PHONE: [phone] - 7) TIA RE UIRED: N/A PHASE 11 SHOPPING CENTER (1 SPACE PER 250SF OF GFA}( 240I�5F)=10 SPACES
DNWASA Q GOVERNMENTAL USES AND OPERATIONS SUCH AS SEWERAGE LIFT STATIONS, WATER
228 GEORGETOWN ROAD
SITE ENGINEER/LAND PLANNER
PHASE 11 TOTAL SPACES = 15 SPACES WELLS, FIRE STATIONS, MAINTENANCE AND OPERATIONS FACILITIES, AND SIMILAR
P.O. BOX 1415 8) BICYCLE AND PEDESTRIAN TRANSPORTATION PHASE 1 & 11 SHOPPING CENTER (1 SPACE PER 2505F OF GFA)(@ 60❑0SF)=24 SPACES GOVERNMENTAL FACILITIES
ECLS, INC. JACKSONVILLE, N.C. ZB54.0 PLAN N/A PHASE I & 11 TOTAL SPACES = 29 SPACES HEAVY EQUIPMENT SALES AND SERVICE
610 W. CUMBERLAND ST. PHONE [phone]
HOME OCCUPATION
DUNNN, N.C. ZB334 9) ALL STOP SIGNS WILL BE R1-1 HIGH NUMBER OF PARKING SPACES. EXISTING: 0 SPACES HOMELESS SHELTER/MISSIONS
PHONE: (910) B97-3257 TELEPHONE
INTENSITY PRISMATIC, 30". MOUNTING HEIGHT NUMBER OF COMPACT SPACES ALLOWED: 6 SPACES HOSPITALS
EMBARQ Is 7' TO THE BOTTOM OF THE SIGN. U-CHANNEL NUMBER OF COMPACT SPACES PROVIDED: 0 SPACES HOTELS AND MOTELS
JEFF_SHEPHERD POSTS SHOULD BE USED FOR MOUNTING. NUMBER OF HANDICAPPED SPACES REQUIRED PER PHASE 1: 1 SPACE INSTITUTIONS, CHARITABLE
1 13 REA STREET NUMBER OF HANDICAPPED SPACES PROVIDED PER PHASE 1: 1 SPACE LIBRARY, PUBLIC
JACKSONViLLE, NC ZS546 1 O) ALL TRAFFIC CONTROL DEVICES, (SIGNS NUMBER OF HANDICAPPED SPACES REQUIRED PER PHASE 11: 1 SPACE LUMBERYARD, RETAIL SALES
PHONE, (91 0)577-9357
PAVEMENT MARKINGS) WILL MEET THE FEDERAL NUMBER OF HANDICAPPED SPACES PROVIDED PER PHASE If: 1 SPACE MACHINE SHOPS
MUTCD, NC SUPPLEMENT TO THE MUTCD AND MEAT PROCESSING AND PACKING, OTHER THAN SLAUGHTER
ELECTRIC
CITY OF JACKSONVILLE MSSD STANDARDS. NUMBER OF NEW PARKING SPACES PROPOSED: 29 T13TAL(2 HANDICAPPED SPACES TOTAL) MOBILE HOME SALES AND SERVICE
-ROBERT LANIER
DEED BOOK AND PAGE NUMBI=R: D.B. 2700 PG 803 MUSEUMS, PUBLIC
JONES ONSLOW EMC 1 1) ALL CROSSWALKS SHALL MEET THE MUTCD? TAX MAP AND PARCEL NUMBERS: NEWSPAPER OFFICES
NCDOT STANDARD HIGHWAY DRAWINGS, (SHEE`i 1 1 1 GC-2B NEWS STANDS
259 WESTERN BLVD. - -
JACK�aCONVfLLE,`NC 28546 1205.07) AND CITY OF JACKSONVILLE MSSD NON -BROADCAST COMMUNICATION TOWERS
PHONE: (91'0)355-1 51 6 REQUIREMENTS FOR A HIGH VISIBILITY BUILDING DATA: OFFICES -BUSINESS, PROFiySS10NAL, AND PUBLIC
CELL: ('91 0)330-2073
CROSSWALK. ALL PAVEMENT MARKINGS ON CITY SINGLE STORY(MASONRY & STEEL CONSTRUCTION) PARKING LOT, PRIVATE
STREETS WILL BE THERMO-PLASTIC. (BARS 6000 SQ. FT. ( TOTAL 5 UNITS) PARKING LOT, PUBLIC
GAS SHOULD BE 2 FT. WIDE AND 1 O FT. LONG.) FINISH FLOOR ELEV. = 39.00 (TYPICAL ALL 5 UNITS) PARKING OR STORAGE OF COMMERCIAL VEHICLES
PIEDMONT NATURAL GAS FRONT AND REAR ACCESS DECORS PROVIDED(SEE PLAN VIEW) PARKING OR STORAGE OF CONSTRUCTION VEHICLES AND EQUIPMENT
DAN ROUSE 1 2) NAME & CLASSIFICATION OF RECEIVING 351 MIN. BUILDING SET BACK REQUIRED FROM GLADE LANE PARKS AND PLAYGROUND.a, PRIVATE
1 1 1 CORPORATE LANE WATER COURSE: MOTT, CREEK BUILDING IS NOT REQUIRED TO BE SPRINKLED PARKS AND PLAYGROUND['!, PUBLIC
NEWBERN, NC 28560 PET SHOPS
PETS, NOT OBJECTIONABLE BECAUSE OF ODOR, NOISE. OR HEALTH HAZARD
PHONE: [phone]) NAME OF RIVER BASIN: WHITE OAK NOTES:
ANY EXTERIOR LIGHTING SHALL NOT ADVERSELY AFFECT ANY TRAFFIC OR ADJACENT PHARMACY
1 4) ONSITE SOIL TYPE &CHARAGTERlSTICS: PROPERTIES. PHOTOGRAPHIC STUDIOS t-.ND CAMERA SUPPLY
GOLDSBORO-URBAN LAND COMPLEX, 0 TO 5 PRINTING AND REPRODUCING
PERCENT SLOPES AREAS NOTED FOR TRAILS ARID GREENWAYS AND/OR REQUIRED SIDEWALKS SHALL BE PUBLIC/PRIVATE COMMUI`<i�.ATION TOWERS
UNOBSTRUCTEDD FROM 6 INCHES BELOW GRADE TO 1 0 FEET ABOVE GRADE (OVERHEAD PUBLIC UTILITIES SUBS�"ATti3NS, STORAGE AND SERVICE YARDS
1 5) STOP SIGNS SHALL USE RI-1 30" HIGH CLEARANCE). TELEPHONE PEDESTALS, ELECTRIC TRANSFORMERS, DROP INLETS, FENCES RECREATION CENTERS
INTENSITY PRISMATIC STOP SIGNS. MOUNTING
AND ANY OTHER OBSTRUCTIONS SHALL BE REMOVED AND/OR RELOCATED IN ORDER TO _ RECYCLING COLLECTION POINTS
HEIGHT SHALL BE 7' TO THE BOTTOM OF THE CREATE AND MAINTAIN THIS t:"LEARANCE AND SHALL BE FREE OF CRACKS AND DAMAGE RESTAURANTS
RETAIL ESTABLISHMENTS SUCH AS HARDWARE, APPLIANCE, NOTIONS, JEWELLERY, MUSIC,
SIGN U-CHANNEL POSTS SHALL BE USED. PRIOR TO THE ISSUANCE OF A FINAL CERTIFICATE OF OCCUPANCY.
ART, ANTIQUE, GIFT, SPORTING GOODS, HOBBY, ETC.
TCD SERVICE AGREEMENT MUST BE OBTAINED BY THE CITY OF SERVICE SHOPS, SUCH AS BEAUTY, BARBER, SHOE REPAIR, RADIO REPAIR, ETC.
1 6) ALL CROSSWALKS SHALL MEET THE MU , A SIGNED WATER AND SEWER!:
SERVICE STATIONS
NCDOT STANDARD HIGHWAY DRAWINGS, (SHEET JACKSONVILLE PRIOR TO THE ISSUANCE OF PERMITS.
1205.07 FOR HIGH VISIBILITY OR STANDARD
SIGN OR OUTDOOR ADVERTISING STRUCTURES
PAVEMENT MARKINGS ON LS WITHIN THIS PROJECT ARE SUBJECT TO THE PROVISIONS OF THE SEWER STORAGE YARD FOR BUILC':"dG MATERIALS
CROSSWALKS. ALL PARCEL
Y CITY OF JACKSONVILLE AND SEWER CAPACITY FOR ANY PARCEL STUDIOS FOR ARTISTS, DESIGNERS, PHOTOGRAPHERS, AND OTHER SIMILAR ACT
IVtT{ES
CITY STREETS OR ENTRANCES TO RIGHT OF WA ALLOCATION POLICY OF THE CI
WILL BE THERMO-PLASTIC. MAY NOT BE AVAILABLE. SEWER FLOW ALLOCATION MUST BE AWARDED PRIOR TO APPROVAL. TAILOR, DRESSMAKING AND MILLINERY SHOPS
TAVERNS/BARS
TAXI CAB OFFICE OR STAND
1 7) ALL TRAFFIC CONTROL DEVICES (SIGNS,
TEMPORARY REFRESHMENT STANDS
PAVEMENT MARKINGS) WILL MEET THE FEDERAL.
MUTCD, NC SUPPLEMENT TO THE MUTCD AND
THEATERS, INDOOR
CITY OF JACKSONVILLE MSSD STANDARDS. WAREHOUSES, PERSONAL STORAGE
LEGEND:
1 8) PRIOR TO COMMENCING CONSTRUCTION THE
_ EIP =EXISTING IRON PIPE CONTRACTOR SH
ALL SCH
EDULE A
EIS = EXISTING IRON STAKE PRECONSTRUCTION CONFERENCE W{TH THE CITY
EPK = EXISTING P.K. NAIL OF JACKSONVILLE AT CITY HALL.
ERR = EXISTING RAILROAD SPIKE
LANDSCAPING DATA/CALCULATIONS
ECM = EXISTING CONCRETE MONUMENT 1 9) NAVD 1 98B VERTICAL DATUM WAS USED TO
EMN = EXISTING MAG NAIL ESTABLISH ELEVATIONS FOR TOPOGRAPHIC
IPS =IRON PIPE SET SURVEY &DESIGN ELEMENTS. # PARKING ISLANDS REQUIRED PHASE t: 1 (5 SHRUBS REQUIRED)
ISS - IRON STAKE SET
# PARKING ISLANDS PROVIDED PHASE 1: 2 (1 ❑ SHRUBS PROVIDED)
_ 20) TIA: NOT AT THIS TIME BUT ANY CHANGES TO
MNS -MAG NAIL SET # PARKING ISLANDS REQUIRED PHASE. 11: 1 (5 SHRUBS REQUIRED)
_ ADDITIONAL SQUARE FOOTAGE OR USE OF
-SSS . SURVEY SPIKE SET # PARKING ISLANDS PROVIDED PHASE I1: 2 (1 O SHRUBS PROVIDED)
_ SPACE OTHER THAN RETAIL MUST. BE SUBMITTED
PKS — P.K. NAIL SET —
RRS RAILROAD SPIKE SET
AND COULD RESULT IN THE NEED FOR A TIA. 4� PERIMETER LANDSCAPE BUFFER REQUIRED = 319 LF
4 PERIMETER LANDSCAPE BUFFER PROVIDED 319 LF
CMS -CONCRETE MONUMENT SET
8' STREET YARD BUFFER REQUIRED = 223 LF
AG -TOP ABOVE GROUD N SURFACE 21) JACKSONVILLE BICYCLE AND PEDESTRIAN '
PLAN: PINEY GREEN ROAD iS LDENTIFIED WITH 8 STREET YARD BUFFER PROVIDED = 223 LF
BG = TOP BELOW GROUND SURFACE BOTH PROPOSED BICYCLE LANES AND A -
R = RIGHT-OF-WAY
MULTI -USE PATH. PERCEN (AGE OF SITE DED3CATED TO LANDSCAPING 1 6.67 % (C.1 0/0.60 = 0.167)
_ CENTERLINE
R PROPERTY LINE STREET PLAN:
22) JACKSONVILLE COLLECTOR
A u
NCGS = -NORTH CAROLINA GEODETIC PINEY GREEN ROAD IS IDENTIFIED AS PART OF
%
SURVEY THE FUTURE HIGHWAY NETWORK.
y`
E�
CABLE BOX
� �,CAROLN
IRO ��E A
SECURITY LIGHT AN a ®. R
CLEAN OUT
= CURBL INLET DIVISION OF "WATER QUALITY
ELECTRIC BOX �`
M UTILITY NOTES: ® 0
E = CONCRETE MONUMENT
T = FIRE HYDRANT
1r 1) NO CONSTRUCTION OF EITHER WATER
-o = UTILITY POLE
AND/OR SEWER LINES 1S TO BEGIN PRIOR TO ■
= MONITORING WELL RECEIPT OF PERMITfS.TO CONSTRUCT FROM
= MANHOLE NCDENR IN ACCORDANCE WITH 1 5A NCAC
•
FIBER OPTIC PADDLE SHEET INDEXN
® 1 BC.0305(A) AND '1 5A NCAC D2H.0204.
= SIGN
®- TELEPHONE BOX 2) ALL CONSTRUCTION MUST BE COMPLE
TED IN 1. PLAN.TITLE PAGE
- JACKSONVILLE 2. EXISTING CONDITIONS (S U RVEYO R)
be g - WATER. VALVE ACCORDANCE WITH THE CITY OF
;WELL
MANUAL .OF SPECIFICATIONS, STANDARDS, AND 3. SITE LI G HT1 N G, AND LANDSCAPE AREA PLAN
❑ WATER METER
DESIGN{MSSD}. A COPY OF THIS MANUAL IS '
_ 4. GRADING, DRAINAGE, S� EROSION CONTROL PLAN
.. _ MAILBOX AVAILABLE 1N THE PUBLIC SERVICES
lEi 1 1 E3 F3 F3 lErm lEi
M L N ® UTILITY PLAN
SGv�1
SD -= STORM DRAIN LINE DEPARTMENT AT JACKSONVILLE CITY HALL. 5. UTI LI
6. DETAILS
n SANITARY SEWER LINE
A/a
ou
OVERHEAD UTILITY LINE 3) PRIOR TO COMMENCING CONSTRUCTION THE _7. DETAILS
= TEMPORARY SILT FENCE CONTRACTOR SHALL SCHEDULE A B. DETAILS
X PRECONSTRUCTION CONFERENCE WITH THE CITY
= FINISH "CONTOUR 9 . LANDSCAPE PLAN _
OF JACKSONVILLE AT CITY HALL.
X 20.00 =FINISH GRADE SPOT ELEVATION
gO
-- - �� - - --= 4) ALL RPZ'S ARE TO BE LOCATED IN -ABOVE ul)
EXISTING CONTOUR
GROUND HOT BOXES
N GRADE SPOT ELEVATION
20.00 _ EXISTING G
x _� �....__ BEFORE YOU DIG -I
>,:,•;�. =
5) DUMPSTER WILL BE ROUTINELY- LEANED
SPILLED CURB
AND MAINTAINED BY DEVELOPER B QUALIFIED
CALL 1-8C30-632-4949
.PERSONNEL. ��� � Zol/
N.C. ONE -CALL CENTER
y
T BE RE IRED TO I T S THE LAW
6} THIS FACILITY WILL NO Q
u f
HAVE A FIRE SPRINKLER SYSTEM. �}
HEET 1 F 9
X
Q
0�
m
Al
N
tT
0'
UI
F
Q�
Q
N
D
0
0�
!"
m
Z [�
U`
Q
JO
J
W
�N
N
W
W
my
Q
0
z
n
[�
3
In
z
vZ
Z
Q
w
0 cl
�.
>
:1
*-
qI
tD
N
m
0�
O
tT
♦1��"Sol
t 14 680
4
�,�, •. t� INS,• Al
GILO
z
W
�
�c1
''
W
OC/)
V
U
0
Lij
0
W
Q
z
J
Q
V
�
w
0
RJRR
V
la
PROJ. No.: PROJECT NO.
RUNAME GLADE SHOPPES
t RANM BY: RMB
SCALE
DATE: 04-12-12
kLE C LS

CURB INLET
TOP OF CURB = 39.79' �' 1414
R
►A.£Y ASAkT I INV, 41
33.
1 698 P ©�3 K � AGE. �80'
MAP BOOK 45, PACE 112 sn
- . Y �^ -
DROP INLET
t
_ Sg
TOP — 38,41 0
- y 5 �
INV. -- 33.86--''�
� C�EE��. �� , EV�tc�EN
TWIN 24 X 30I EI � EMSTING N €� G IRON PIPE
----sn�--�_..r,_, s4.-�' . � CULVEI�TS EIS �
/'" E;rfIST�NG IRON STAKE �
s� EPK EXISTING P.K. NAIL_
ERR FISTING RAILROAD SPIKE N.C.4
2 PINEY
ESS EXISTING SURVEY SPIKE
GREEN
' CORRUGATED METAL PIPE
EMN = EXISTING MAC NAIL
;ISS IRON STAKE SET VICINITY SKETCH
- - - - SSS = SUR1 EY SPIKE SET NOT TO SCALE
- - RCP REINFORCED CICRETE PIPE
-__
N 1-2`Q4- - - - 3 4 EIS
AG TOP ABOVE i €FUND SURFACE
t 3j4- #_# T -----=---------- -_ .5,9 4H BG
EIS SG EIS
TOP DELt�tN MOUND SURFACE
01 -i. R f W MIGHT -OF --WAY
sus° t = CENTERLINE
f i
t = PROPERTY LINE
co NCGS = NORTH CAROLINA € ODETiC
i # t 3/4" E#S
MANHOLEx SURVEY
Z TOP 7.4s' 1 B6 IE ilk: GREGORY
m CABLE BOX
INV. � 3 i .44 � $fl�3K 621, PACE $93
1 r t h m
SECURITY <LGHT
0 = CLEAN OUT
0 = FIRE HYDRANT
4 = UTILITY POLE
WLEY+� A WC.
# co i `► 0 = SANITARY MANHOLE
DEED BOOK 2179, PANE 587 # r►z
# ,'�' S 01-04'L3" ' j ELECTRIC MANHOLE
TOLE
;�,,� ° ;. _ -- 0 = TELEPHONE MANHOLE
10 {10 t 01 5412 W
0.1 A = SIGN
# , r \ TELEPHONE $off
5 8- #ss i `� $ = WATER VALVE
r i r �„ BG t 03 WELL
-
�, 5/8 EIS
'
# i 0 y 3-I w WATER METER
SANITARY SEWER
T co
-U--U-_Ui--U- OVERHEAD UTILITY LINE
7 AD i `, # t E- E-_E --E_. OVERHEAD UTILITY" LINE
{a,rA -1.9 12a� _ ,,.�,-,,. - ,+jQyyi r _ - i _ _ _-SD--M-.. SD --SD-- STORM DRAIN LINE
i:. " •' .�---------.�... -----r...---.�--r-----r.---�..r....�wr«.r.r.r.�.. --ire-�------- r- �.�... .... . .s1 tN.C. it 35' FRONT YARD SETBACK # H w►
1 r (0' FRONT YARD SETBACK
# r IF GLADE LADE IS NOT \\ t t
t r
t A DEDICATED R/W)jv
TO N.C. HIGHWAY 24 / , � . � _.— � !� � , / \ 1. BG I
+
/ S 06°24 42 W !208.76
! # 1) THE PROPERTY SHOWN HEREON IS NOT LOCATED WITHIN
r 3 , ! #i �- 3s- _ # rv. ffi 4ss A SPECIAL 100 YEAR FOOD HAZARD AREA ACCORDING
sn sn SD � 2" BG 48* RCP -- — _ _ <� - 34.53'
8° RCP — - — — -- -- — = _ _ _ _ — — — --#�=34.2�_—=--SD _ t — j: — — — _-WV ' -- Ran „s �_INV. - TO FLOOD INSURANCE DATE MAP N 3. ?20 i3o4t}OJ
INV. 34.52' _--____— _-------- b---J {---------------------36_D 18 RCP f18 RCP �, DATED NOVEMBER 3. 2005.
r 1 2) ALL N.C. GRID DATA SHOWN HE
I5 BASED {# NAD 1983
•--ss ss ss ss ss ss ss ss ss ss ss ss ss ss ss ss ss ss ss ss ss ss ss ss ss PAVEMEss NT
s ss ss ss ss a� ss — -ss �i j `� 2007 ADJUSTMENT USING THE NCGS RTK NETWORK SYSTEM.
MAI�dMQ#.E JUNCT#0N BOX �- _ -'' \ �E Wi GREGORY
i
TOP - 36.04 TOP = 36.0 ' DEED BOOK 916 j PAGE 10 3) ALL DISTANCES SHOWN HEREON ARE HORIZONTAL' GROUND
INV. - 33.47'
DISTANCES UNLESS OTHERWISE NOTED.
.�.�1.��ff 60 � . l irk MANHOLE � � �
4) COMBINED GRID FACTOR = 0:999914255
TOP 37.12'
5) ALL ELEVATIONS SHOWN HEREON ARE BASED ON MEAN SEA
..._... _..^. �._.. ..,....... � LEVEL (NAVt� 1988), R/w -
INGRESS & EGRESS EASEMENT PER � 1 � fibq
EXHIBIT B IN DEED BOOB 1698, PAGE 260 ►
AND DEED BOOK 1698, PAGE 267 AND EXHIBIT C, Z �
TRACT 1 IN DEED BOCK 1698, PAGE 260
.,.
FRONT 35' ALONG EXISTING RIGHT—OF—WAY
SIDE & REAR (0 AaUTING ADJACENT BUSINESS ZONE)
(6 ABUT ING ADJACENT RESIDENTIAL ZONE)
I, ,]C3HNNY J. WILLIAMS, PROFESSIONAL LAND SURVEYOR, CERTIFY THAT
THISMAP WAS PREPARED UNDER ICY SUPERVISION FROM AN ACTUAL.
SURVEY MADE !UNDER MY SUPERVISION COMPLETED ON .� 1. ,
FROM REFERENCES AS SHOWN HEREON; : A {}
�:THAT BOUNDARIES NOT
SURVEYED ARE NOTED AS SUC I AND PLOTTED FROM REFERENCES
AS SHOWN HEREON4 THAT THIS t S SURVEY WAS PERFORMED TO
SECOND ORDER CLASS H PGCC SPECIFICATIONS; THAT CPS FIELD
PROCEDURES AND COORDINATES WERE OBTAINED BY NCGS RT C
NETWORK ADJUSTMENTS; THAT THIS CPS SURVEY WAS PERFORMED
US TRIMSLE SURVEY GRADE GPS UNITS; THAT ALL COORDINATES
t ARE BASED ON N.C. GRID NORTH NAD 1983 2007 ADJUSTMENT);
THAT ALL DATA OBTAINED WITH S METHODS � AS WELL AS
- CONVEN11ONAL METHODS ARE IN . ACCORDANCE WITH A CLASS A
SURVEY AS DEFINER BY TITLE 21, CHAPTER 5�6, SECTION .1600 OF
THE N.C. ADMINISTRATIVE CODE; THAT ALA. TOPOGRAPHIC DATA
SHOWN HEREON IS IN ACCORDANCE WITH A MASS B TOPOGRAPHIC
SURVEY AS DINED BY TITLE 21, CHAPTER 50, SECTION '.1605 8
O
OF THE N4. AWNISTI~tATIVE CODE.
s� o Z.
��1tlII1/l
A
- JONNN J. (7AIDS, P. L..S., L.-3170 N - r '� ... .. f
. 0
t{ i
SEAL
�
.yi ee'�" -#' •Z '� i

X.
Q
LL
N
�.�.
a
0�
N
0
N
F
T
0�
Q
N
L?_0
0
tn
Cl
Q
-j N
F
w
M
N
I
w
mU
0
F-
I Z
E
:3 w
F-
Q
Z
UZ
w
w
3
I
0 0
[*-
T
N
tD
N
N
Qti
N
O
TT
V•
(n N N
Z M M
O
cn o
w tc) c0
w O O
14580
RA
w
J
w�
\
^
Z/
L1(O
Oct)
Cl)U
Q
w -'
ow
Q Z
J <C
� J
w
Q
J
0
Z
�
Q
Z
�
Q
�-
W
C9
z�
HQ
=w
C7
�
Q
V
w
�
Z
�
Q
J
PROD. NO.:
12-001
FILENAME:
GLADE SHOPPES
.DRA%WW BY
RMB
SCALE:
1 " = 20'
DAB:
04-12-12
ECLS

DRAINAGE STRUCTURE LEGEND
NEW 24- CURB N ❑ T E E XISTING 8 PV(' WATER MAIN IS To BE
BOX
#
TOP JB '
OR
-TOP FL
INV. OUT
INV. IN
- PIPE- -RUN
D.A
AC.
( )
Q 10
CFS
TOTAL
D.A.
(AC.) :
C
I-10
TOTAL
Q10
(CFS)
NEW CB 01
36.80
34.44
4
3.44
0.155
1.11
0 .155
0.81
8.89
1.11
NEW 117'-15" RCP 0 0.290
NEW DI 01
36.70
34.21
34.21
0.309
2.2
0.46
0.81
8.89
3.34
NEW 123 -18 RCP @ 0.2%
NEW DI #2
38.00
33.96
33.96
0.138
0.99
0.60
0.81
8.89
4.33
NEW 52'-18" RCP Q 0.2%
EXT. DI
38.41
33.86
33.86
---
-
---
---
---
---
TEMPORARY SEDIMENT =STORAGE ZONES AT DRAINAGE STRUCTURES LEGEND
INITIAL TEMP.
IEMP. SEDIMENT
SEDIMENT
REQ'D VOLUME
PROV'D VOLUME
DRAINAGE STRUCTURE
SEDIMENT
STORAGE ZONE
TEMP. SEDIMENT
"TEMP. SEDIMENT
STORAGE TYPE
DIMENSIONS
ZONE
ZONE
NEW CB #1
TYPE "A»
20'X 1 O'X3'DEEP
10 CY
22.2 CY
EXT. DI # 1
TYPE "A"
2 0'X1O'X3'DEEP
21 -CY
22.2 CY
NEW DI #2
TYPE "A"
10'X10'X3'DEEP
9 CY
11.1 CY -
w
& GUTTER
r -
4 MJ
S -
WE T SIDE OF
REPLACED WITH NEW 81
DIP & 4 EACH S
LADE LANE, R A DISTANCE OF 10 _MINIMUM EACH SIDE
BENDS �❑
3.00 Riw OF THE INTERSECTI❑N P❑INT WITH THE PROPOSED
,r NOTE: ANY EXISTING ST❑RMWATER
18 RCP ST❑RMWATER LINECSEE DETAILS),
DROP
THIS EXISTINGD
P P FR❑M I
ST
UB PIPE
AE.
.. .. CONTRACTOR IS T❑ COORDINATE LL WORK ❑N THE
REMOVED - AND
� INLET WILL BE E ...
EXISTING 8 WATER LINE' WITH ❑NWASA BEFORE
3'MIN MIN
-EXIS I G
ABANDONED
18r, RCP WILL BE SITE
BEGINNING ANY WORK, CALL BOB P❑LST❑N B
-
DROP INLET
CONNECTED T❑ EXISTING
DETAIL
(❑NWASA) [phone] ❑R J❑EY M❑❑RE�
GLADE LANE DITCH
T PROVIDE DRAINAGE OUTLET FOR
- K T THE ❑
C910)937 7529 T❑ COORDINATE THE WORK ❑
EXISTING 8`
PVC WATER MAIN, -
NEW GLADE SH❑PPES PROJECT,
....__ . _... _.._...... _ _ ._. _ ._
\/IrINITY MAP
SEE DRAINAG,
STRUCTURE LEGEN
D
D :
FOR ELEVATI❑NS, SEE DT
_
•
SEDIMENT STORAGE - =
e ?F PHASE II AREA IS TO BE BROUGHT
ZONE LEGEND FOR
, TO STONE SUBG A E ELEVA
TIONS
N TEMPORARY A - r k
SIZING E _
: _ t DURING PHASE I CONSTRUCTION,
SEDIMENT PITS,
SEED AND STABILIZE DISTURBED
PVC SCHEDULE 40
AREAS DURING PHASE I
_ @ 1% MIMIMUM. GRADE
_
v
CONSTRUCTION. PROVIDE EROSION
D❑WNSP❑UT LEADERS 3s. D
..._«_...__ CONTROL MEASURES FOR DISTURBED
r
CUTS AS SHOWN TYPICAL
E�.. 4 CURB
AREAS WITHIN PHASE II LIMITS
ALL SHOPS,
. ......__ -, DURING PHASE I CONSTRUCTION,
Aih
s
LEGEND.
-
EIP = EXISTING IRON PIPE
LANCAP
._._ -E-BUFF R
EIS EXISTING IRON STAKE
0 EA OF E IS IFOLLOWING SYMBOL
NOTE: DISTURBANCE WITHIN THIS
EPK EXISTING P.K. NAIL
-
TEMPORARY SILT FENC x 38. 0
ERR EXISTING RAILROAD SPIKE •gGJ
9 0 3 g p
ECM = EXISTING CONCRETE MONUMENT TY AS 31 . OJ •O �J
INSIDE PRDPDR .._.� ...�..� ._._w- .. s
EMN = EXISTING MAG NAIL � �� � � - TOTAL DISTURBED AREA = 0.83 ACRES
IPS = IRON PIPE SET SHOWN. 38.9E? .� 0 .2 9 .6
_ x 8 3 ;
ISS = IRON STAKE SET _ •g2
_ 2 3
MNS = MAG NAIL SET
SSS = SURVEY SPIKE SET •p® 3 gO
PKS = P.K. NAIL SET 6x FF 3g $•10 ��
RRS = RAILROAD SPIKE SET 3 •g
CMS = CONCRETE MONUMENT SET
8.� 3g•g5 6
8• 9
AG = TOP ABOVE GROUND SURFACE • 3 ;
BG = TOP BELOW GROUND SURFACE. __..v.._ ...n.._.....a
- .. _
R W -RIGHT-OF-WAY
A E A
I CENTERLINE r. NEW S W L
s
P = PROPERTY LINE
-,'UNIT ..., .. �: UNIT.' =#4 UNIT #5 - T
UNIT #1 # UNIT #3 w... SEE DETAIL) ,
NCGS = NORTH CAROUNA GEODETIC 9
20 X 60 20 X 60 20 X 60 20 X 60 20 X 60 EP - _....._-..._.._._ _._..��.. �aNOTE. THIS IS TO VERIFY THAT PHRASE
SURVEY I AREAS FOR PINEY GREEN SHOPPING
CABLE BOX
_. IN
T �
f
•, -: CENTER (EXISTING .FOOD LION, EX
= SECURITY LIGHT
:.:. w.. 4.. OTHER
RT
G
_ CLEAN OUT 6 AUTO PARTS STORE,
�s i S• PHASE II TEMPORARY AND o E
DEVELOPMENT TOWARD THE WEST) DOES
= CURB INLET
- 6 CONSTRUCTION ENTRANCE.
� =ELECTRIC Box 9 IN FACT BYPASS THE EXISTING -PINEY
■ =CONCRETE MONUMENT �W (- �j _I ASPS
-38 p 3� BARRICADE THIS ENTRANCE GREEN SHOPPING CENTER WET POND,
=FIRE HYDRANT 38 •g0 �: $ �8. •�0 -_ .- ,
= uTIUTY POLE 2 LINES e_m - _ 8 3� •5 38 DURING PHASE I
_ MONITORING WELL r_ rr 6 38. A�j`i ,�Jp CONSTRUCTION, NOT TO BE
= MANHOLE 8 8< DIP @ 0,2� C 6 FS Y gRp
FIBER OPTIC PADDLE N. I N V = 34.27
8 F�
•
__.___._ .__�_.w.___ _ _ _ 5B,•4 3g.40 USED AS CONSTRUCTION
N =
HC 9 ENTRANCE FOR PHASE I.
i- SIGN BOX S. I N V 3 4, 2 6
TELEPHONE�J
C
SEE DETAIL)
X = WATER VALVE ( '7 •�jF4 ( - �;
®= WELL hoc
- _ 38.2p _ 38.2
�, _ ,.►�o .,�,�o �, -n r-r� ... =t �, �.n zQ �1 NEW CB #1
C
L
m
N
m
N
_o
0o
0
L F
13 N
U_Z m o
ul
Q �m
W N
W to
W m0
I Z u
Z �Z Ld
> o� In
t1I t0 N
m
m
m
0
oA
T
N
N
Z
f
o
uO_i
w
L0
co
w
O
O
m�_�=:eeeeeoetl`�
o K GARO
op
.e
14580
w
co
�
w
�
Z
O
Oco
�U
Q
w
--,
ow
Q
Z
J
Q
w
0
Q
J
0
z
ol
. 0
W
z
od
Q
w
W
Q
J
z
0
z
0
Q
w
Z
a
PIR01- NO-: 12-001
"UNAME: GLADE SHOPPES
DRAWN BY RMB
SCALE: 1 " = 20'
DAW-- 04-12-12
LS

J.
08/02/2006 - 1:47:11 PM
Detoiis Provided by APPIAN Consulting Engineers
PLAN VIEW
i
FLOOR DRAIN: I
JOSAM 31120-4-G3
- ? OR APPROVED EQUAL 1
. (8 TOP) 12 14" CURB
TOP
r
SpOtL.�/�,� m 1
• - - .. GLOM. r • - j - __ _ - -
- - - -•
f .PPE _
0.
ATE NOTE 2
G ( )
_
I
o
.. w i
s eon eFaks . .
• Vi 4: i! /�/,�({ <
I
`<
2 is .. A R T P D
}� N E THICK CONCRETE
E TH C C
t V 'p S !` ._ TO BE 3,000 PS! AIR
8�81Q t1x0 >rLWF' 1. to 1 ("� Y
. ENTRAINED AT 28 DA S
• $ BLOCK
W BRICK VENEER TO
f TO DRAIN I I DOWN EDGE
WITCH BINLDING. VERY TURN . DO
if i
9�, FOOTING BELOW .
e
WITH OWNER.
, NOTE. USE MASONRY WALLS WITH
� ® O i " q
<. r i 1 �;; L ; °
16,
G _°1 ANENT
METALS GATES FOR PERM
lo
DUMPSTER PAD ENCLOSURE
8` CMU W TRUSS TYPE ! - - - - '
F 016"I
F'�` �/e PHASE lI. PROVIDE
REIMR ELEVATIONS PROVIDE i' CHAMFER !F PI"I ASE I :fir
OC VERTICAL GROUT MAT94AIS AND COLORS i � I j FRONT CORNER(S) ARE
CAVITY AND ALL CEUS j SURROUNDED BY ASPHALT
f PPE FULL I (TRAFFIC AREAS) DROP RODS AND DROP ROD
;':
HOLES PLACED SO THAT
MH 1 I 1H
g'-0
I
i (2) 6 DIP OR DUMPSTER ENCLOSURE DOORS
�_1H'. STEEL PIPE � I I
BOLLARDS. Y OPEN DURING THE
" FILLED WITH G'C�.T! ! ;l - WILL STAY
6" CONC SLAB W 8CIE! BELAW t CONCRETE 1 vc .`i , ,�vi5[ r '
Mx2.W-O WWF 6 ' SLOPE MAY VARY BUT COLLECTION PROCESS AND
1 ' 0 MI. POLY VAPOR BARRIER11H
;
• .-4-0„
8'-0" 1 I ! POSITIVE DRAINAGE MUST
' ! i 112` BE MAINTAINED
CLOSED WHEN NOT IN USE.
i 2_ L 4- THICK x
d L_ 4 HIGH CURB �• i }
DUMPSTER ENCLOSURE PLAN
I
SCALE. Y=-1, 0. i >_
71
//i
v
j
STANDARD CROSSWALK
z
�r
oQ
vM
HI -VISIBILITY CROSSWALK I
'�- =
=Upp
�Tf�(J3
I
;
STOPBAR --•
a U
lf_JpH
ppcn=Z
r
z-a=y
�.Qz�
it p = n -!-
_ - Z D tTI
SIDEWALK
SI
4' MIN. 6' MIN. 8" WHITE
E- U p U'
t -
Y = CO O p
Tt
TO PEDESTRIAN CROSSWALK LINES
CO p
_ 11.. �-•? Q
r
• p O �..�
=
WCR
i
K CROSSWALK
CROSSWALK
O
p W =
Z t.•1
n
0
G
CD p
'24" WHITE
LLt
n Q
z
CROSSWALK LINE
24" GAP
I
24" WHITE
SIDEWALK
CROSSWALK LINE
;
m
ir
p
Z
U
WCR
CD U) Y
H
>
Z Z J
v
1
a
m_
10' MIN. WIDTH
Q Y co
� CO
n � o
y Z z
r v I
z-�
oZ
n
o �'
Z Z
W r
v
GENERAL NOTES
I--
0) X D
S`' Fes!
1- THE MINIMUM WIDTH OR STANDARD CROSSWALKS IS 6 FEET. THE MINIMUM WIDTH
FEET.
_ W Cl)
D Z [-,
OF HI -VISIBILITY CROSSWALKS IS 10
Q w
r
N
2- CENTER CROS-oWALKS TO THEIR CORRESPONDING WHEELCHAIR RAMPS, BUT DO NOT
SET THEM WITHIN THE ;INTERSECTION AREA ESTABLISHED BY BISECTING THE
a tZ
u,
-n
INTERSECTION RADII.
Z
O
_
3- PLACE STOP BARS A MINIMUM OF 4 FEET FROM NEAREST CROSSWALK LINE, BUT NOT
LU
I
WITHIN THE AREA OF A WHEELCHAIR RAMP. PLACE STOP BARS PARALLEL TO
CROSSWALK LINES, BUT, CAN BE PLACED PERPINDICULAR TO TRAVEL LANES.
1
LEGEND- 4- COORDINATE PLACEMENT:.. OF CROSSWALKS IN ALL CASES WITH THE LOCATION OF
WHEELCHAIR RAMPS. (SEE SIGNAL PLANS).
♦ DIRECTION OF
» TRAFFIC FLOW
WGR WHEELCHAIR RAMP j
SHEET 1 OF 1
11205. 07
HEET 1 OF 1
1205.07
aL TUBE STEEL FRAME GATE :z. - .. \\ \\ \\ \ \\ \\ \ \ -
W/ PAINTED CORRUGATED \\/\/\/ - 1
SOUR CAP / / / i SCH 4D g" TYPICAL
METAL PANEL SCREWED TO // // // // // /\/ / PVC PIPE -
W .9 x W2.9
6xfi 2
I
PROVIDE
IN Ti
FROM _ \\ \\ \\ \\ \\ \\ \ , \ DRA o_ - .
E FROM
\ \ \ \ \/\/\ AND N!tN 3 0 ' ` ` "'
\ % \/\ :•_• ... ';. _ •\/\/ S WER WWF 2" FROM 'TOP
// / / / 24"DIA.� SLAB r
:. _: s. • '•• t / / / EDGE , i
/ / / NOTES- i sA X P-S& AN~ WARNING suP1 ...E ISOMETRIC VIEW ---' `
/ / / / halt impregnated expansion strip i# concrete i _ -
/ \ \ Provide 1 2" reformed asp`" ' "'��� [
\ 1 . rTh. 3A I. GR: Y 25*R- _
\ \ \ \ \ \ \ -
CONi1rlUDLtS � p pad i 5: _ :vOTF. :rARtA3LE �LOaE t +: ., - 8O.-. *� 5'..1t d'f.Al'- t
. _ , abuts dumpster p I � -
3-0 xi -0b. CONT. CONC / / I 2. Cumpster to be scr sened. Minimum gate width to Ibe 10'-�J" in accordance with - ;
trC• k +Q 12: 1 -, 1^ R - 8 -sJ4 •
= FOOTING the City of Jacksonville zoning ordinance. SOT` T' -
.r _
,
t of Public Services r T "� bt[p://www.ci.jacL-sonvi7le�c-as � -
_ ! $pNvlLt Depa=o ev1T � . �� ` J G -
Iv
A P.O. Sox l7k ' £ f L
i
USE WI?Ii Tfiw= ;ACRS0,,N LLH SfAi., X SPE�ICA=1% O�*L�' _
( ,
i '-�� 'C' 7acksontn�le, N.G 28541 ` � J �
Go DUMPSTER ENCLOSURE WALL SECTION TAP OF DIKE
SCALE: DETAIL z '` c
-- DUMPSTER PAD DETAIL NotTos�_le ���.o�
,- UA
. E . �4 :'r [,a - ON DATE: SFx=#- 38.0
- -
-1! (WITH
FLOOR DRAIN) R�`un �.~��` Sane, 2(b6 1 of 1 ;
�' ---- - - - TOP OF SPILLWAY 36,5
aD - 5
PP"''J'r,[.t_I:
i
Et 60[0' SPILLWAY ---
r _ EX A`dSIO* , nIP
VARi Dt Tcia 't ! `
Z ' . td1 :7tr.L,M tL ..I3R3 P-1URt<
o
FRONT ELEVATION EMERGENCY SPILLWAY--
DETAIL . ,t, r:_ _... - A.. -
SCALE: Y =1 -0 I
[ N
I t `'
f - -
T
�__. _ _
P
V :.,,PAS T- Ai K•:i' C s _DUA
s�c o _- - -_
-{ -try -, "i •t. _'-1 .'r -: r., .. . ?t'':-
CE
S3 rcLGN+T v �,1., td,N. r-TOP OF:
EaPAF:Stnr: STR'-r'---. j 1 j f CUR^
(PROPOSED AND PRF,Y IOUS>
lr'R TcCA.I CL1R� +' t GUTTtr+
TOP OF SPILLWAY 36.5
> VA Si -OP NOT
36 TRASH RACK aRESS Jai SECTION-B
(PROPOSED AND PREVIOUS TOP ELEVATION 35.59
/ TOP OF DIKE 37.0 AN PREVIOUS)
(PROPOSED D PRE IO Der.+ , r S - 1-0,, '
° O RE AND _N11�� SU hC� 1
_ - w. -
Tt� Fi Tt- MA A s: i t UE�'
AS -BUILT POND !`e /� n
p IV�.I i �.S: L t.,E i Q.'r'L AMID 1VDL �
• OCri or dcrE~ on t;Qnt. �j PIPE 34,5 NEW TEMPORARY POOL ELEVATION 1. C�eieciobie wcrnincs seal! contras: visually with odjoininc surfaces, either iighi
SCALE, t = 30 x 31.21 INVERT OUT 24 DIAMETER OUTLET
7ne rrlole r used io provide contrasi shah be an iniearcii par' o! the wolkina
x /\ (31.21 PREVIOUS INVET 24' DIAMTER OUTLET PIPE) _ (34.5 PREVIOUS TEMPORARY POOL ELEVATION)
x� f
SURVEY DATE 3 12 12- - - s glace.
X M I = C'ancrete _
G mens,ons assume 9G` cent�r!ine ,ralerScCitO' c� streets.
xv imp (Jug owl
,i,al! �e linter 'vctile�ni• arov. �eintec surocc wt no` bD accFotabie.
J O H N N Y , , .:G4�.z, ti�j �- )
SURVEYED BY ,�
6 1
� � `' P •- 1_....,.,.! .'+c-.t'.. -r •- t.3,S - .�i..f .r„-te
/ �/ �/ -� \� ` W1-1EELCH AIR
- s.:"t7510't7ATi-. S3L'--r'•
�/ ! �.- ; ,, ti . RIP TYPE I
WILLIAMS LAND SURVEYING �NG iNv.s34.t3' �, / £ ---� �\ 32.0 NEW PERMANENT POOL ELEVATION - -
(/ f (31.59 PREVIOUS PERMANENT POOL ELEVATION)
32.0 NEW 2j' DIAMETER OUTLET
15 RCP ORIFICE ALUMINUM PIPE -
x� 40 LF 24` DIA CORRUGATED �
'WELDED TO OUTLET PIPE
10 ALUMINUM PIPE
31.59 2j` DIAMETER
\\\
EXISING ORIFICE
5'X5' ALUMINUM ANTI SEEP
PLATE. PLATE IS TO BE BOLTED TO
x w 1 1 1 ({' I I / 1 \\\\\\\ \\ \ A FLANGE WELDED TO THE PIPE TRASH TRUCK
PLATE TO HAVE PIPE
ANTI-SEEPMOVEMENTS
NOTE: RAISE TOP OF DAM TO ELEVATION 3$.0 CUTOUT AND BOLT HOLE CUTOUTS.
N FINISH CONTOURS USE SOLID NEOPRENE GASKETS TO BE USED ON
AS SHOW THE PLATE TO
� EACH SIDE OF
LINES WITH FINAL ELEVATIONS IN INSURE WATER -TIGHT FIT. I
CURB I x i I t I I I 1 I I BOX CONSTRUCT EMERGENCY BYPASS SWALEI J I r
LEr )(
31.36 INVERT 24' OUTLET PIPE t j 11
IN THIS AREA AS PER DETAIL OGRAM
N THIS SHEET) T PIPE)
35.28
I f (31.36 PREVIOUS INVERT 24 OUTLET I r ► i
_ ► 1 i i t l t III ( , � , \` � ,\ \`\\\ • �- _ _ _ _ _ _ =-• cBa��sc,�a�
III r I
PRINCIPAL SPILL WAY REVISIONS
x I t ► t L' ' - OUTLET ORIFICE
I
III � � ► I l �� �__-9�2=-�'����.�/� �,/ � ` ,
If 6' HIGH
UW FENC N
/
ool
x t ` `�� ONCE \ WOOD BUILDING
CURB INLET \ �► _..�
INV. 32.64
GUY
WIRE C /
ELL TOWER SITE
(NOT INCLUDED) 1
- / / / I x
-EXT. 24-
RCP �/ % i 1 EXISM BE.RGENCY 'SPILLWAY
i/ �
(SEE DETAIL)
x GDR 31.6
x
31.3'
(��JJ CMP
-
1 /i INV. 31.21' �y
C ���� VEGETATK FILTER AS PER
PREVIOUSLY APPROVED PLAN
OUTLET STRUCTURE
x_ _ _....--x--� P OF GRATE RA _
- 35.59'
-•- TOP OF RISER 34. '
x•-"' BOTTOM - 30.49' NOTE: 2 1
I NV1 OUT .24R31.39
, CE tNV = 31.59' T� BE USED TO R32.{ 0 �
l
EXISTING WET POND SURFACE
AREA LEGEND
ELEVATION
POND #1
POND #2
POND #1 & #2
INC. VOLUME
/,BOVE PERM. P.
POND #1 & #2
TOTAL VOLUME
ABOVE PERM P.
POND #1 & #2
25
567
1,313
1,880
26
1,662
2,437
4,099
-
27
2,260
3 , 374
5, 634
28
2,999
4,160
7,159
-
29
3,696
4,992
8,688
30
4,422
5,754
10,176
31
-5,163
6,506
11,669
31.5
5,566
6,772
12,340
32
5,969
7,371
13,340
0
0
32.5
- 6,389
7,840
14,229
7,1 16.75
7,1 16.75
33
6,809
8,318
15,127
7,116.75
14,233.50
33.5
.7,239
8,817
16,056
8,028.00
22,261.50
34
7,669
9,316
16,985
8,028.00
30,289.50
34.5
8,111
9,836
17,947
8,972.50
39,262.00
35
8,551
10,354
18,905
8,972.50
48,234.50
.36
9,469
11,440
20,909
19,907.00
68,141.50
37
11,088
12,538
23,626
22,267.50
90,409.00
t
ti
I UNIT JL4, UNIff r#5, �
20 X t34 2:O X 60
S
I4
t I
I HG 1
1 :D
I 1 ` I ►�
r I "
;� CAR INS � � ONMENTAL
TAL
F I
F MCOMMISSION jjJJ k 3 5 t';
�A ATER QUALITY
jj Je�A)
!® y
PFIASF PHASE
i f II
F E7D
..,._.
e
! tt IZZ
D ETAI L
SHEETF 9
f
IN
U T #1
!UNIT #2
UNtr #3
N
�..
N
Q1
O
En0
N
U_n It
0
Z
Q
E3
W
(Y N
UI
W
W
my
0
F
2Z
n
ED
O -
�
Z
L)Z
Q
W
}
_
0
LN
0
14530
.•
10
va IN
'••••e•••• �$
U
Z
W
C/)�
�
W
CL
CL
Z
0
0c
�U
Q
W
-'
0
w
Q
Z
0
-1
W
Q
J
0
I I
AIIIIIIIIIIIII
PROD. NO.: 12-001
FlLMAMF` GLADE SHOPPES
DRAwN BY: RMB
SCALE: 1" = 20'
DATE: 04-12-12 ECLS

1. JOHN L PIERCE, A REGISTERED LAND SURVEYOR, LICENSE No.
- IN AND FOR THE STATE OF NORTH CAROL L 2596, NA, AND LEGALLY
"
PINEY GREEN SHOPPING CENTRE
- 1-PROPERTY IS ZONED'. BUSINESS-1 BY THE CITY OF
IN ONSLOW COUNTY DO HEREBY
:'DOING BUSINESS CERTIFY TO NOMURA
ASSET CAPITAL CORPORATION, ITS SUCCESSORS AND ASSIGNS, PINEY
A NORTH CAROLINA GENERAL PARTNERSHIP
J NC. CURRENT OBSERVED USES OF PROPERTY FALL
GREEN SHOPPING CENTRE,A NORTH CAROLINA. GENERAL PARTNERSHIP,
AL PARTNER 1 .
T
INGRESS do EGRESS EASEMENT
WHITE OAK TWP., ONSLOW .COUNTY. NORTH CAROUNA
PERMITTED
WITHIN PERMITTED USES.
WITHIN
tc,
y N/F
?
CHICAGO. TITLE INSURANCE CO„ AND BOCK do a -ARK THAT.
Commencing at a point where the centerline of NCSR 1406 (commonly
known Pine Green Road ) intersects the of
2-SETBACKS: -FRONT - 50 (ALONG N.C.HIGHWAY 24)
O HOWARD do MACE
un: ,b�L
\�= GREGORY
- n
�, in
I
THIS MAP OR PLAT AND THE SURVEY ON WHICH 1T .S BASED WERE
as y ublic centerline a
am Lejeune Marine Corps Railroad Track, _and rennin thence aloe
Camp L ku orP 9 9
'
SIDES do REAR - o (IF PROPERTY ABUTS ANOTHER
BUSINESS ZONE)
6 D.B.727 P.880 h^
9/ /
? ?a -
J O
�+�
MAKE (i)IN ACCORDANCE WITH MINIMUM STANDARD DETAIL
REQUIREMENTS FOR ALTA ACSM LAND TITLE SURVEYS, *JOINTLY
REQU RE / YS, JOI
the said centerline of NCSR 1406 South 00 degrees 29 minutes 58 seconds East
6 (IF PROPERTY ABUTS A
/
O �y * _
B)
O �
a
BY ALTA AND ACSM IN.o
fSTABUSHED AND "ADOPTED 1992 AS
(
735.33 feet to a P.K. Nail thence leaving the said centerline of NCSR 1406
9
RESIDENTIAL ZONE )
?
.d' '9 +
S N
S 9
Q
"
MODIFIED); (g)IN ACCORDANCE WITH THE NOMURA ASSET CAPITAL
9 minutes 04 seconds West 29.99 feet to a P.K.
and running South 89 degrees 3`
Nog located along the Northwestern right of way of NCSR 1406, said P.K. Nag
3-THERE ARE NO DENSITY REQUIREMENTS FOR BUSINESS USES IN IMF
s Off, ZO 8
SI$ HOWARD do MACIE
N/F SPK ® IN lis.
1�
NE MARINE CORPS �'�.
HELON S. JENNINGS CAMP �� s � �
v'
D.B.271 P.611 RAILROAD TRACK gyp, oA
,
F
INGRESS/EGRESS SHOPPING CNTR SIS �® SPK
EASEMENT SIGN -7,,�j
/
D.B.727 P.875/ , / SPK 2 2
PROPOSED 2WPERMANENT UTILITY & ACCESS Dc / ��V
ESMT.PER MAP PROVIDED BY OWNER'S ATTORNEY
4Q' CORPORATION STANDARD SURVEY REQUIREMENTS DATED SEPTEMBER 17. GREGORY (MAP TITLED "EASMENT MAP EXHIBIT "B" Z Q �O Fz
also being THE .:TRUE POINT OF BEGINNING: thence from the described beginning CITY OF JACKSONVILLE'S ZONING ORDINANCE. " ' /
191 AND INCLUDES ALL ITEMS FROM THE NOMURA TABLE A CSR 1406 an nnin South \ j � D.B.408 P.571 PREPARED BY PARKER do ASSOCIATES.INC., +� /
Si and leaving the said Northwestern right of way of N d ru g D.B.956 P.889 v ,-10
REQUIREMENTS SPECIFICALLY DEFINED THEREIN, AND lit PURSUANT / s N/F DATED 6/05/97) (NRTBM). O°•'6" / CURB -CUT G p
O 89 degrees 38 minutes 57 seconds West 403.32 feet to an iron stoke; thence OVERLAP v. •-59 / / ACCESS TO � '9
TO THE ACCURACY STANDARDS (AS ADOPTED BY ALTA AND ACSM AND IN South 01 degrees 54 minutes 12 seconds East 9.15 feet to on existing Won 4-AREA = 15.12 AC. OR 658,487.30 S.F. 165.34 S.F. JOSEPH F.TUFILLARO $9 / ( ��
� 9 \ \ \ NCSR 1406) \ �
N.C.HIGHWAY 24 EFFECT ON THE DATE OF THIS CERTIFICATION OF AN .URBAN SURVEY. +� � / /
pipe: thence South 88 degrees 38 minutes 36 seconds West 66.48 feet to / SIS D.B.278 P.96 .�
TO JACKSONVILLE TO SWANSBORO �- / /
an iron stake; thence North 10 degrees 14 minutes 45 seconds East / N/F Q�
Q �' / j�,
THE PARTIES IN THE FIRST PARAGRAPH OF THIS CERTIFICATE ARE O
• thence North 89 degrees 20 minutes 09 second East '} \ E0� �Z 1
40.70 feet to an iron .stoke, e9 \ BAILEY do ASSOC. INGRESS/EGRESS 1 \
ENTITLED TO RELY ON THE SURVEY AND CERTIFICATE AS BEING TRUE / 0 ro
58.78 feet to an iron stake, thence South 85 degrees 24 minutes 26 seconds / D.B.956 P.889 EASEMENT / �� 4
AND ACCURATE. East 115.78 feet to an iron stake; thence North 89 degree 39 minutes 09 second + N /F / a / tip P Q • \ OF
VICINITY SKETCH \ r_ D.B.727 P.895 / / 16�R
East 287.84 feet to an .iron stake located along the said Northwestern / / �+ HOWARD & MACIE GREGORY ElaSMENT AREA / 'S1 �` \ON OQ
.NOT TO SCALE THE UNDERSIGNED HAS RECEIVED AND EXAMINED A COPY OF. right of way of NCSR 1406; thence along the said Northwestern + D.B.408 P.571 SIS / .�jS �oQ ` ��`x Q�
No. 0.26 AC/11124.63 S.F. / g0 6
TITLE COMPANY'S COMMITMENT9701078. DATED 7 / f c�7 / \ /� Ac k1
right of way of NCSR 1406 South 00 degrees 35 minutes 59 seconds / > �S / ` Sv Q
LOCATION OF ANY MATTER SHOWN THEREON, TO itiE EXTENT IT CAN BE East 20.02 feet to the point and place of beginning. Containing N/F ®
LOCATED, HAS BEEN SHOWN ON THIS SURVEY WITH THE APPROPRIATE 0.26 acres/11124.63 square feet and being described as an ingress & egress / CHAINUNK HOWARD & MACIE GREGORY /
RECORDING REFERENCE. / + FENCE / �A / Q P
easement and being the property described in Deed Book 727 Page 875, Deed Book / /
727 Page 877 and Deed Book 727 Page 895 of the Onslow County Registry. The D.B.727 P•880 ���
courses contained herein are correct In angular relationship and is referenced / `�f- SIS Q�
bIrb
REGISTRATION No. SIS Q -
to N.C. Grid North.
WITHIN THE STATE OF: / ` •3g N ��
DATE OF SURVEY: g
DATE OF LAST REVISION 1•Zg
+ S� , g13
August 20, 1997 N/F ` C S �1 5 �O-
/ CWB UTILITIES,INC.>i /
/ + N IF \NC• dP LINE BEARING DISTANCE
PINEY GREEN SHOPPING CENTRE D.B.756 P.83 QC•, ✓ :% EIP „
+� PSS 8 ®i i' �� L1 N 57 32 34 E 22.59
A NORTH CAROLINA GENERAL PARTNERSHIP /
15.12 ACREs/658.487.30 SQUARE FEET ,-� BP�\'E� &23 P•g3 ,PSIS �= �'6 ®' L2 S 10'13'06� W 32.54
00 8 SIS INGRESS/EGRESS
WHITE OAK TWP.. ONSLOW COUNTY, NORTH CAROLINA �` / 0' �. �, - L3 N 89.20 09 E 58.78
•eti AP ��. 2o'PERMANENT EASEMENT L4 S 85'24'26" E 115.78
Commencingat "an existing NCGS monument entitled "Swan' and having '� •�� O SIS I UTILITY de ACCESS D.B.727 P.877
9 / ,�
32i /' i L5 S 00'35'59" E 20.02
N. C. Grid Values of North 356.366.9937 and Eastern values of / + ? �� 3Q`L• EASEMENT �\
2.502,313.29Z and running thence from the said existing NCGS
THE PROPERTY DESCRIBED ON THIS SURVEY DOES NOT LIE WITHIN A
SPECIAL FLOOD HAZARD AREA ("SFHA") AS DEFINED BY TIDE FEDERAL �. �• �' ,35" E 2 33 i" �- ,�%' L6 S 01'54'12" E 9.15
monument South 87 degrees 42 minutes 13 seconds East and having a EMERGENCY MANAGEMENT AGENCY; THE PROPERTY LIES WITHIN N�F CFs\NC• +/ �p 2810.85 S.F. / 1�•29 E 30 %/ / /� N/F L7 S 88.38'36" W 66.48
grid distance of 475.80 feet to an existing Won stake located ZONES) C OF THE FLOOD INSURANCE RATE MAP PSSO S / �1+ OVERLAP CS ' MAE H. TURNER , " "
J C `\' PER(D.6.756 P.83) 5g 36�- LS N 71 42 26 W 5.10 (N 74 3015 W 5.10)
along the Northeastern right of way of N.C. Highway 24 (250 foot IDENTIFIED AS COMMUNITY PANEL : No. 370340-0330C 1��'{ & Q 6 P'� C;�' \�. ,�ti / c� �1 / ✓ PROPOSED 20 PERMANENT UTILITY do ACCESS ESMT. " "
D.B.367 P.666
right of way/Public) and the Northwestern margin of a 20 foot BEARING AN EFFECTIVE DATE OF .ILLY 2 1987 BP` 0$123 � G� /� /�� PER MAP PROVIDED BY OWNERS ATTORNEY (NRTBM) i i -� t L9 N 51 i 8 29 E 44.89 (N 58 0215E 44.82)
permanent utility do access easement (as per map entitled 'Easement .�. (MAP TITLED EASMENT MAP - EXHIBIT B ,
Map - Exhibit B prepared by Parker de Associates Inc. dated June - + 1. / �� / L10 N 73'29'05" W 40.11 (CHORD BEARING &DISTANCE NOT GIVEN)
5, 1997), said Wan stake also being THE TRUE POINT OF BEGINNING: / PREPARED 5/ "PARKER do ASSOCIATES.INC.. " "
thence *am the described beginning and leaving the said
+ S`s;� �� ' �� DATED 6/05/97). ENCROACHES 3.9' ON EXISTING SLOG. L11 S 67 52 43" W 55.00 (CHORD7BEARING & DISTANCE NOT GIVEN
Northeastern right of way of N.C. Highway 24 and running along the �� 4 5 / EN L12 N 70 03 06 W 40.06 ( )
access 00l� / f �� GP N•�-R 4'CHAINUNK L13 S 10*14'45* W 40.70
said Northwestern margin of the 20 foot permanent utility de 1a6• P � CE FENCE
easement North 22 degrees 55 minutes 57 seconds East 209.94 feet o, P E�+ ji •�'` M
to an existing Won stake; thence leaving the said Northwestern S 68 2 / 5'N .�
margin of the 20 foot permanent utility do access easement and 50' / / Al
TP
running North 67 degrees 02 minutes 48 seconds West 153.71 feet to LESSOR - GEZA & MARY SARKOZY
an existing Won stoke located Southeastern margin of Camp Lejeune LESSEE - BAILEY do ASSOCIATES INC. FHA
Maine Carps Railroad 215 foot right of way, thence along the said 0.56 ACRES/24360 SQUARE FEET •-� / ��
Southeastern margin of the Camp Lejeune Marine Corps Railroad 215 WHITE OAK TWP.. ONSLOW COUNTY, NORTH CAROLINA / g5_99 47.2 SPK / �. •v �� /
foot right of way North 67 degrees 53 minutes 26 seconds East �• / 'cja E ® '� �tJ►P , \„Q\NG
217.43 feet to an existing Won stake located along the Commencing at an existing NCGS monument entitled "Swan" and having S 74 50 K K �V\
rk, LOADING PAD o OC 3 /
aforementioned 20 foot permanent utility & access easement; thence N.C. Grid Values of North 3W,366.9937 and Eastern values 3f ,
continuing along the sold Southeastern margin of the Camp Lejeune 2,502,313.292; and running thence from the said existing NO3S Grk. � SIS / ROPOS� ENS " Ci0 0\,E �J7
s Railroad 215 foot right of war and aloe the sold 20 monument South 78 degrees 55 minutes 10 seconds East on-1 having a rid L • • / P , vok"I 655 \ N 1i'5951 E f '� cn LEGEND:
Marine Corp 9h Y 9 �9 9 9 P 2.0 � 20 P � p,C ,, . ,� N N
foot permanent utility do access easement North 67 degrees 57 distance of 1240.91 feet to on existing concrete monument located along the !I•��� �G• v g�•�'l �CNR•T ). 7.12 ' cfl
minutes 31 seconds East 561.36 feet to an Won stake; thence Northeastern right of N.C. Highway 24 (250 foot right of wa i.Pubiic); thence ? �0 O• �Ac M 4t.g �� 10.14 " k0 EIS = EXISTING IRON STAKE
leaving the said Southeastern margin of the Camp Lejeune Maine along the sold Northeastern right of way of N.C. Highway 24 a..t�rid along a curve _ J� �y �,'�-`�'�' / d+ N 22'02 29 W �X ,. n -
Corps Railroad 215 foot right of way and the said 20 foot to the left having a radius of 5679.58 feet and a chord be^:', g and distance 4' C�' / �! 32.6 P,1Y00D X N EIP - EXISTING IRON PIPE
permanent utility do access easement and running South 74 degrees of South 78 degrees 05 minutes 51 seconds East 132.50. feet to an iron stake, 2 p�Q P PP N SHED (ON BLOCKS) ECM = EXISTING CONCRETE MONUMENT
50 minutes 58 seconds East 185.99 feet to a P.K. Nag; thence said Won stoke also being THE TRUE POINT OF BEGINNING: thence from the ��P 0�A, FREEZER 10.4 • EPK = EXISTING P.K. NAIL
North 63 rasa 51 minutes 21 seconds East 63.49 feet to an iron described beginning and leovin the sold Northeastern ri ht of way of N.C. .Q�' w0 aria` °'•
�9 b� 9 9 9 y o so�,� Q'� / ,5$ �' �56� N/F SIS = SET IRON STAKE
stoke located along the Northam margin of the aforementioned 20 Highway 24 and running North 11 degrees 57 minutes 36 seccnds East 161.47 feet tip P �. �10 foot anent utility de access easement; thence running along the to a P.K. Nag; thence North 51 d revs 18 minutes 29 seconds East QQ' 'Q / / s •� BEULAH DEVER SCM = SET CONCRETE MONUMENT
said Northern margin of the 20 foot permanent utility & access 164.91 feet to a P.K. Nail; thence South 10 degrees 39 minutes 30 seconds West (O� "Z� 4640 h�°^, N N �t U(1 D.6.278 P.294 SPK = SET P.K. NAIL
easement South 77 degrees 59 minutes 46 seconds East 302.33 feet 286.58 feet to on Won stoke located along the said Northeastern right of way QQ• �<i, O 1 ¢ /�
to on Won stake; thence leaving the said Northern margin of the of N.C.Highway 24; thence along the said Northeastern right of way of N.C. Q �Q��' �� A BOUNDARY UNE(PFD) FOR ; CONC •9• 6 �i EOP = EDGE OF PAVEMENT
20 foot permanent utility do access easement and running North 57 Highway 24 and along a curve to the right having a radius of 5679.58 feet an `QQ- ,49 / `• 8 h CONDITIONS SETFORTH •M POWER STOOP 25' �� i WM = WATER METER
degrees 32 minutes 34 seconds East 22.59 feet to an Won stake; d o chord bearing and distance of North 79 degrees 19 minutes 34 seconds West OP IN D.B.768 P.641 N BOX / / % /� ATM = AUTOMATIC TELLER MACHINE
thence South 77 degrees 59 minutes 13 seconds East 219.48 feet to 111.09 feet to the point and place of beginning. Containing O.i6 / IN D.B.916 P.41 'kg q0!� ty3 4 / MH _ MANHOLE
an Won stake; thence South 10 degrees 13 minutes 06 seconds West acres/24360.46 swore feet and being the property described in Deed Book 704 e
32.54 feet to on Won stake located along the Northern margin of Page 566 and being the property leased to Bailey do Associates Inc. as o� vn o o y� �j,. EB = ELECTRIC BOX
the said 20 foot permanent utility & access easement; thence described in Deed Book 916 Page 23 of the Onslow County Registry. The courses o PP = POWER POLE
leaving the said Northern margin of the 20 foot permanent utility contained herein are correct in angular relationship and is refe. enced to OOD \' �0\NG
de access easement and running South 10 degrees 14 minutes 45 N.C. Grid North. hQ-` / 1 F OCK $U� �, SL SECURITY LIGHT
seconds West 40.70 feet to an iron stoke; thence South 10 degrees ►� 60• ONC B\- 5'�OR r ,'1 / C/L = CENTERLINE
12 minutes 11 seconds West 466.25 feet to an Won stake; thence \
� � / C pNE � � Z9' � � � / R/W = RIGH --OF-WAY
North 80 degrees 59 minutes 39 seconds West 196.04 feet to an iron
stoke; thence South 10 degrees 14 minutes 10 seconds West 219.99
PO'N/F _ NOW OR FORMERLY
feet to an inn stoke located along the en'sd " � .heostem riot of QO � �TS
FH = FIRE HYDRANT
Way :i.0 Hikoway 24, ihance along the sold Northeastern runt of .o P � "� / �30,6 ® �"�' ��
P *� _ _ INV = INVERT
way of N.C. Highway 24 the following courses and -distances: North August 20, 1997 Q`' to -
71 degrees 42 minutes 26 seconds West 5.10 feet to an Won stake, POB - POINT OF BEGINNING
thence along a curve to the right having a radius of 5679.58 feet O�Q r g g+ ® ®" _ /� -X- CHAINLINK FENCE
and a chord bearing and distance of North 80 degrees 28 minutes 03 G ►� / / 3 -E- POWER LINE
RASE II
seconds West 115.20 feet to an Won stake; thence leaving the said =
Northeastern right of way of N.C. Highway 24 and running North 10 .rrj / S9
39 minutes 30 seconds East 286.58 feet to a P.K. Nag; 1. JOHN L PIERCE, CERTIFY THAT THIS PLAT WAS Q' A OBJECT TO " - Tp i = LAMP POLE
degrees
thence South 51 degrees 18 minutes 29 seconds West 164.91 feet to DRAWN UNDER MY SUPERVISION FROM AN ACTUAL SURVEY �� S SETFOR
/ 60
Cat. C _� -•�.
MADE UNDER MY SUPERVISION DEED REFERENCES SHOWN
? N 16 P.41 ,� EB SIS ® = CATCH BASINS
a P.K. Nail:. thence South 11 degrees 57 minutes 36 seconds West { J P . / p N/F
161.47 feet to an Won stoke located along the sold Northeastern HEREON); THAT THE BOUNDARIES NOT SURVEYED ARE •O , C� t+y' /j '-
• SANITARY "SEWER MANHOLE
CLEARLY INDICATED; THAT THE RATIO OF PRECISION CHRISTINE B. LEDER
right of way of N.C. Highway 24. thence along the said v / / .k O �.
Northeastern right of way of N.C. Highway 24 and along a curve to AS CALCULATED IS 1;1L 00+ THAT THIS PLAT Q � OI JINN °'•
D.B.363 P.653 ® = WATER VALVE
WAS PREPARED IN ACCORDANCE - li
the right having a radius of 5679.58 feet and a chord bearing and DANCE WITH G.S.47 30 AS GQ. �O n �o SP -
distance of North 78 degrees 05 minutes 51 seconds West 132.50 to AMENDED. WITNESS MY ORIGINAL SIGNATURE, / �, G� W o02 2 i ��`���G TP - TELEPHONE PEDESTAL
an existing concrete monument; thence leaving the sold REGISTRATION NUMBER AND SEAL THIS _ O��O _
9 9 DAY of 19 Qi '� / m � � � � 0 � G � eR�� e \ O = .DEED BEARING AND DISTANCE
Northeastern right of way of N.C. Highway 24 and running North 51 . / G• • m w �rx
degrees 18 minutes 29 seconds East '44.89 feet to an Won stake, - ,/' a co in ` (NRTBM) =NOT RECORDED,TO BE MODIFIED
thence North 10 degrees 58 minutes 40 seconds East 188.30 feet to GO
an existing Won stake; thence North 78 degrees 04 minutes 58 -a -o Z
P
� �o �''� � ��'�► � .N � ` ` /` � ``S 1 ,3gr W � ` (PFD) PLOTTED FROM. DEED
seconds West 347.76 feet to an existing P.K. Nag; thence South 17 _ O �•, •? , �► �� ✓ ^ , ,� $ 6•
p 5g g poi
/ 1 6• "
degrees 09 minutes 40 seconds West 209.79 feet to an existing iron OQ' orb P / '�� t -ek / o) � ` i �`' g 0� W 1
stake located along the said Northeastern right of way of N.C. `vQ°' 0- i� p V
Highway 24, thence along the said Northeastern right of way of QP AA .
/ 64,3 '� tp� ` " <\.y
N.C. Highway 24 and along a curve to the right having a radius of O N/F
5679.58 feet and a chord bearing and distance of North 73 degrees Gw
29 minutes 05 seconds West 40.11 feet to an existing Won stake; N PHP HEALTHCARE CORP.
thence leaving the sold Northeastern right of way of. N.C. Highway
24 and running North 17 degrees 11 minutes 58 seconds East 206.61 0�� / eery O`�S�� PHASE CO -/� \ �� N D.B.920 P.60
feet to an existing P.K. Nag; thence North 78 degrees 03 minutes 1 •. �� 0 ` O
18 seconds West 139.98 feet to an existing iron stake; thence / AR SUBJEC T ` EIS v'7 4_ PROPERTY SUBJECT TO TITLE EXCEPTIONS DESCRIBED IN
North 73 degrees 12 minutes 46 seconds West 155.46 feet to an G
existing P.K. Nag; thence South 67 degrees 52 minutes 43 seconds O� L-V ti D ONS SE R ® O +�� N O N TITLE COMMITMENT No.9701078. DATED JULY 21. 1997:
/ 768 P.
West 55.00 feet to an existing Won stoke; thence South 22 degrees EIS �G' eA' �FII
55 minutes 47 seconds West 152.48 feet to an " existing iron stake O .916 P. N� -� N /�� 4.)D.B.774 P.601 (JONES ONSLOW RIGHT-OF-WAY.NOT PLOTTABLE)
way of N.C. Highway G , .�, 4.)D.B.931 P.844 (JONES ONSLOW RIGHT-OF-WAY.NOT PLOTTABLE)
located along the said Northeastern runt of Y � Y . � � ` $ K GEZA do MARi�• SA�OZY � / N
24, thence along the said Northeastern runt of way of N.C. /® 704_12,566n ` 5.)D.B.931 P.848 (JONES ONSLOW SECURITY LIGHTING AGREEMENT,NOT PLOTTABLE)
Highway 24 and along a curve to the right having a radius of • ' B� 6 LEASED B BAILEY do / ` \1 i�
6.)D.B.756 P.560 (CTdcT GENERAL PERMIT,NOT PLOTTABLE)
.� , 47 7 !� / ( 6. .B.798 P.67 CT&T GENERAL PERMIT,NOT PLOTTABLE)
-5679.58 feet and a chord bearing and distance_ of North 70 degrees .n . �O O � ASSOq T�ES.INC. i�ER N ` ` \, ` / � {
03 minutes 06 seconds West 40.06 feet to the point and place of ,.�' ' cj$ 347 en � �O D.6. LTES.I 3) 6.)D.B.5 P.515 (CT&T GENERAL PERMIT,NOT PLOTTABLE)
I
beginning. Containing 15.12 acres/658,487.30 square feet and 'o �i 78.0�, ,)" W dJ CO e�'t/ M.B.2 1) �' N Z 6.)D.B.798 P.86 (CTdcT GENERAL PERMIT,NOT PLOTTABLE)
r
PRCp.SED {
being the property described in Deed Book 956 Page 889 of the pk� 20'F'Ei:MANENT N 71.30 rt-� 0.56 AC. \ �, / R� 7.)D.B.768 P.641 (CROSS EASEMENT do RESTRICTIVE COVENANTS,PLOTTED FROM DEED)
N F
Onslow County Registry. The courses contained herein are correct �^ UTILITY de ACCESS �N / �,• 24360. 2 i i / 8.)D.B.761 P.623 (RESTRICTIONS AGAINST USE OF LAND AS A
In angular relationship and Is referenced to N.C. Grid North. ti ' COASTAL LAND INVESTORS,INC. < < HAMBURGER SPECIALTY RESTAURANT,NOT PLOTTABLE)
10.)D.B.916 P.23 (GROUND LEASE AGREEMENT, PLOTTED FROM SURVEY)
9u EASEMENT (NRTBM) EPK D.B.833 P.839 � co ct� P `` SIS
1 ` \ `gyp x0 ` �� ` 11.)D.B.916 P.41 (CROSS' ACCESS arc EASEMENT DECLARATION,PLOTTED FROM DEED)
EPK (TRACT 2) `� N N \� 14.)D.B.936 P.889 (DEED IOF EASEMENT do AGREEMENT.NOT PLOTTABLE)
'S� N $ P''� ��MPR ` SIS CURB -CUT
NI \
^ (ACCESS TO
�O
August 20, 1997 1 2 I Z " vI 0N.C.HIGHWAY 24)
rr BOUNDARY LINE (PFD) FOR '03 , N/F a0
I� 8 N o
coNaTloNs sETFORTH .,- � 0 i ` �' S,2 � �Ni
N 8 .0 V �-; CLIFTON INVESTMENT PARTNERSHIP �1 G\
-� , � 3g.9 �40 $ O�
IN Q.B.768 P.641 W i EIS 1 ,, O
" a� .6.9ts P.41 46 `� o N/F D.B.948 P.497 SIS �56� tiC�
D 73.12 p0 3 N . 9 R P�
EIS N 30 t \ W \S -
WM 71 TACO PROPERTIES, INC. - 3A 0
,,, _... _EPK ,46 �N �' o •�9 NG
EIS : _ 555 i- 0 3 19 8 p,R\
_ _ 155,47 i o r D.B.1288 P.256 N 7g.5 eE
z w
15 0 ' O
67 02�48" / N 66•40 00 N 0 0o S SIS FIBER R �C
20 W 153.75') t ` ao ! N ^ N=356,128.109 0, g0 opnc
'Gym N 60 32 / W "! Nto t E=2,503,531.554 �' w 132
I k0
� � �o � k0 � N
•9 /PRoposEo 2a PERMANENT U11uTY &� ACCESS w� , N/F o r o N 18 R,56 CE ND - N OM U R A ALTA ACSM TITLE SU R VE Y
ESMT.PER MAP PROVIDED BY OWNERS ATTORNEY r. I EIS RODNEY E. MARTIN & WIFE kc, N _ '"£ \S'(PN /
O
(MAP TITLED EASMENT MAP -EXHIBIT B , o rn ,a- Z n �� ECM G g� 0
o 1 PATTI C. MARTIN R\\`\
cP PREPARED BY "PARKER do ASSOgATES.INC., M EP � PREPARED FOR
o (D 1 cv
-� DATED s 05 97 NRTBM o ` D.B.869 P.232 HOR i PINEY GREEN SHOPPING CENTRE,
P • N/F /
N
W W i OD -� �c> - A NORTH CAROLINA GENERAL PARTNERSHIP
COASTAL LAND , � �
I m ...� vg
N/F o Ir" $ N INVESTORS,INC. sHopPlNc ./E -
�- _ E p R I WHITETG9►MHIP,
ROBERT W. GASPERSON - ,n I 4 /
r 3 0.6.833 P.839 1 CENTER'--- �� PP aQ`Q��Il1�Ii1�, N C
D.B.778 P.821 cv '� x SIGN ,�-�-�'E / , / PREPARED BY
PROPOSED N N 3 (TRACT 1)
20PERMANENT Z 4 Is NNW P �.- JOHN L PIERCE - SURVEYING
UTILITY do ACCESS Z I ---E \A
'' :`I 0_...-----E A 409 JOHNSON BLVD. JACKSONVILLE NC 28540
EASEMENT (NRTBM). N - `er►•-►-E IS R_5679•58 �0�-�N ,
_ CP / PHONE: [phone] DATE: AUGUST 21, 1997
EIS (POB) to N P s 0\SZi ,CURB Cur '�� , „ ,
= F.B. PG. 42
S SWAN" N=356 347.555 � N ,---„'�''-------� 1 �GR\0 � � (ACCESS To � , ,/ SCALE: 1 60 B. 3 2
*DRAIN" NCG , { 244.9 N.C.HIGHWAY 24)
Nccs DRAIN _ = �E � 10 x2o sIGN ESMT. R/w JOB �73355 FILE NAME: .PINEY
N=359 298.9566 N-356,366.9937 E 2,502,789.125 E --''7g•5510 (D.B.869 P.232)
E=2,502,313.292 Q� S
E=2,498,437.240
EIS60 30 0 60 120 I$ti
2 53 424860.10#
" E
(GRID 8'I G�
STANCE S p 't12 �\cuRe-cur
pi / SCALE IN FEET REVISED: SEPT.2,1997
1y a
n79.58 (ACCESS To
REF: D.B.956 P.889 °r R-5 N.C.HIGHWAY 24) - '-�'� �� / REVISED: JULY 27,1998
PARKING SPACE TABLE
TYPE OF SPACE
TOTAL EXISTING
ZONING
REQUIRED BY
REGULAR
804
606
HANDICAP
23
13
TOTAL
827
619

LEGEND:
SIS
SET lRGN STAKE
FCP
REINFORCED CONCRETE PIPE
f-13 414
� V4
'WATER METER
wv
WATER VALIVE
N4 H
MIANHOLE
p
POWER POt-E
SECURI"rY LIGHT
/L
CENTFRUNE
R/W
Rl.GHT-OF-WAY
/F
- f E
NOW OR FORMERLY
"d
FIRE H'ADRANT
IN%,
INVERT
cvv z=
(3,UY VAREE
TRAMC-
- 0410HEAD 1TRAFFIC TSIGNAU,--)
�)VERHEMU FC)hf_-R UNE
P',_),M�ER BOX
WATER, VALVE
EDGE OF PAVE-h'AIENT
I OF WALK
'OP i�
Q
CLEAN OUT
GNP -RAP CHECK DA&M,
,p
T01-01F PAVEEMIENlf'
`,-JiP ()F CONCREI-E
_30UBLE C,0N'__'_ 6L - K
0 oc
-0-
UT FENCE
,AINAGE FL D
PROPOSED GRADE
EXISTiNG GRADE
N /F
ASPHA�_T PARWNG LOT
GREEN, LLC.
Vq­D.B1698 P,267
-TRACT #L MOM M12
E 'AF Q
�100rlfltlhl CEITTEE -IrkAl IR-1
F AunITAURANTS v
E 1
OWING
STOP,
K E 11 2
2.5
SGN
SPIK
Fp v
3 78'201�3f,'� E-1 B 7. 41
38�
-y fN
n
1p
TOP-1q 4 3'� 2
/A
>
Sol
-------it -------
ix-1
I I
A
A
7
7 7­
-
Ul
.1 L
=77
_41
p p
Up 39101 f
NV=36
r
jv
N_
W
Z
ASPriAIL-7 PARKINC-� 10-T
AITHIALT
PARKING M
W,
STE DATA -
TOTAL AREA Ch 5 85
5ATER ONSLOW COUNTY
i 7 As FFR ,_�,lTY OF jACKSONIO,,�___L
N C� ET -- I
M uA0 1116 PARCEL 84.10 TAX MAP 1116 PARCEL 8412,
VM) REF: &,'��RTCON OF D9 1595 P 26, D8 704 `3� 566
E TY it; PARIANCT LOT
p ,, R", R
_4
7- `41
4F
t
4.0
1 If
07
f
1" -7
J
TONEY GREEN, QC
N I
17
:-PK
CQ,1693 P.257
_01
1 n 11 T F? 1% C T #2-
7RACT #4 M.45 PjT2
v 4 5 P 11:2, SUDE 18
(GROSS PARKHM AREA)
My A' 'NICE
!"To PAR7�
Cc!
A
1 All p 1 OP
39 39
oil
sly,
pq p-
+
7Cr,,' �N� 23 714 E 14 7-PAR
TA 1 2
to. 440-1
It EE LL
ilk INA! i f,
FKA
T�­,',,is, A` --V S,
L A ­-N�EDER Sit SOPEFUSON TROY 4, A7��AL SLQ%T�­
AN,
00 -Ai
NAM -S
SU"P" R"',
Z 44----
PRE0,S'101N, A'3) CALCIULA TED iS THIS SURNITY 1-
7, 11 1,4 HIE E OUINDkMES OF CAMP LEjF!.JNE AND 8:30'U",F1141101ARY Qn,
�jNES ARE FOR LEASE PURPOSES OdNLY: 'AlITNESS Mll�
I lzmGNA TURE, UCTEf St PIE NUMISER AINQ_I�EAL
)AY `0 2C
Q..
-E
UJL
DO N T A C TS:
q 2 �75, 99-6
i ­ni J-4 l5icpc
1 -SE'04EER CITY OF (Y.11CHALL1
'N E10
N C -G S 0, R A i
3
MIACK" - 910-938-5233
8,Y
N=359,2 _Q566
------
'2-WA7R- ONSLOW CQjNTY (PETE DEAVER) 910- 4-55-0726
=2,498,4237.24,3
El
2­t4A`fRJRAL GAS 10 NATURAL GAS 1--800-726-3751
w
N=356.366.99 E -2, v 0: 5 31. 415 ey
E K.-NAAFFT
3-ELECTFRI _Y SHEPARD",
JONES DNSLOW ELECTRIC nvI AR T
31) 3-1114C
c GI-N
9 10-
90,0--,57,7-935
4-TE-L.EPHOME SPRiNT (jEFFF SHEPARC, 7
`6
DR -F -YA
5 D MMAGE CITY 0
icy
­7
2 E
AND-ERSON) 910-93b-5 .2
WE I
8112
Up,
41 'A
Vic 1111 "' , __
7 7 '79,95' 55 1 1 7, - 0 7 �
J A
- -
c K'_�
TO FR Vw
N -,; A �,5
M, 4'
I
N 78T,5,`_,50 W
05 1 1_­_­__­­_ ­_ - ­
DR, VE
A 84Q,
:78
IN V= 35� 2C
Vl)
001
0101H CAROLINA ENVIII 4TAL i'
1 01 M, A N
MUMiENT M.1 ;,,ili S SION
IVISI
D 'ON OF WATER QUAUTT
J A ENV' IROIN 11EE L
Date
S, rqow
g"i las I %v sturwiviater Permit
PTIER
v ii it 4 0 F IF: t u kiilu li
7'
_�OQ%l
:To Al -- 2 012
to. C 4 P U E3 U C :2 00 Vw
EXISTIMC-, Cr)NDITIONc'
'R, AS
5S MED"W
1PREPARED FOR
V! F7 A kR nj U F) i N F V G R El E 1\1
R L G U
A
*41, IFE 0 A K TOVISHIF)i JUIL&V COU14TY, SVC
PREPARED BY
L. MIERCE P.A.
409 JOHNSM4 EVAID, JACKSONVILLE, NC 28540
DATE, SEPTE,khBER 16, 2003
SUALE: 1 2 0 R 4 8 2 P G. 3 7
TO SWANS80001
8629 'LE NAIME: COR,,,,�e',AL PINEY BAILEY
JOB F1
GRAPHIC SCIALE REV 10-10- 03
FR E V 10 2 13 0 3
�n,
W A
6N
<S
7
x!
- ------ - - - -- --------
EN FEET
"31HE-E-T (5 (A (103
,j?TC'il%JllT`,/ :3KET Ax
ft
j AQ7 TO Sf-'ALE
-------- -
1,JS 91z) 3 6

L f_:�'G PEN ID:
<zi
��IS =
SETIRON STAKE
L jONCRETE PIPE-
1B =
WA -1ER METER
wv =
WATER VALVE
M, H =
MANHOLE
p p =
;
POWER POLE
=
TY LIGHT
, �11_1� =
i
EXIS-IINIG SECURITY LIGHT
�1114
R/W =
RIGH T -OF-WAY
Y
FH =
FIRE HYDRANT
INV =
IN\FERT
GW =
GUY WRE
D TRAFFIC 511SNALS
--
I LINE
PB ------
POWER BOX
INV -----
WATER VALkrt
EOP - - - --
EDGE CjF PAVEMENT
TW ------
TOP OF WALK
Co --.---
CLEAN OUT
I
0'
0 ------
RIP -RAP C11HECK DAM
­0
I; ------
TOP OF PAVEMENT
I'C - -- -
-- - TOP OF CONCRETE
'-?­----Q
1 1
�
4_4
= D LE
DOUE31 CONC. BLOCK FILTER
x__ = SILT
__ 1 F I E N CE
=1-1*
= DRAINAGE FLOW
-�* 49.30
�
= PROPOSED GRADE
, -
I �, � ,�
=r- �_ I I ij
EXISTNG GRADE
- i\ ,---. I—- - �--- I,
�
i / � i
I
, 11 ','�
V�� V � , ��l ,
u ll'� 1, i , � �
I
::
� I
1� I I I I ,-- - , , �, 'I- -- I .1 � - -
�, - ; I i t-1. Za / � ! i , _ - -
L -,�,, " - ­ U.t. I OW3 _e i 1 � I I ,­ �
-, � - 4 � ­ ---- �l � -
--- ­ - - I f . � --
� , I I � 4 1 `4­' " PRCIP� i � 1- 1 11 ;' � - - - ­i - .- � , 3k 7
, � ! -
I I
" I , I , -- i ­" I , : - -_ -, , - "� � � , , , ,_ ��­
� I , _.,�, -, -,' li T #1, M-151.45 P.112 - I I - , I—- � - � , �
I ,�� , ----TRAC f "o- ,, --- ­_ , -I - 4,'� '--" , ­_ -
I i _,�_i - F - 1-1 4 � ­ �
, 1 _4 ,_ z "
I I � "i , . T - , I
. �
-1 - I 1� - -, � � 1. � ,
''I . I � : , ,j , ­ ----- - LOCA i ION 11 1� � __­ " - I
I � I I
, -- , -_ _ - - ----- - .... - 1�' To BE k --- � -
� I I I
, 1, I iz� - - , , ,_ __ - L., I _ -_ __ . I I --it ,�0 7,-I" - _4 7 - � �. . -
I __ _ - I- � � __ �_ ,---." I ; � ­__ -
,� t I I----- ___ - __ - __ J -,- , � --- ­ __ I
-1 .. �l 4�-, "', 1�- I -- " 42.10 ____ -LOCATED ,-- __ �- �1111 � i ___ ---" ,
� __,; " , '' RE � � . 11 __ �
- : '. _l c -, ! ----,-" - .
I I I -, 11 6LIAND To BE sUlls 'r a E�iSTIN �- �,_ ; I ___ I , "I's 1,1_� ,
11 � ,�_ � A W, I � EAS'17ING 11 \ I � � 1, -
- , . ) - �
- - - I ("I I \ .
� ?L ­,� ___ GRAL,E TO A550RE DRAINAGF 1 5 f1l, -'-' STOP I " 11, ,
'. __ I - - I i I - I %
T__ �, -- - \ ' � 9, GN - ,-' , 11 I
I _11 I , --- - I A , i 0 'SPK �,_ - - 1, ­ -­­ ___'. __ - ----I-- - 1-1- ­1111 I � - � - ­ All -
- "I � 'S P K , -' � I - �l -- ------- - ­­­ ; - , - , � �­_­ I � ------ -- - A - ­­`�'­- _-­, -­­ -1
I I I
,�, '7 ,,, 'I 1 1, '-i-- I � S 78 I 10 I --,__ , "'� � - � 1, I I __­�i� - - -_ - , i,_--,
I ��: 's; I 1 -2 E 11 2.52' "� :L:L�___ 7_ - I ��. ­ _,� -_ ___A___
I 1 87.41' �l � _�, - I ___� -
_. - � ,� ___Q . --+,,� - ---�� 4_4�_ '_�,7,7,­�'T � - J, ,t; ,- --,.I
,� S ?` 8'20'36" E <if`N__ ��, _-4- - ___7r_,
41 �30 1 -4 I -1) � -- " -
, I _� -,�� , " _-, I - 11 , 1 � � - " " � � 4;; � - _7 - - I I
I _1 -, _,s� - , �, "��
� SPK - � �11,­ '5,smt � 4 � ,N� 7 � ; ill,l , , I I , , ,_ 4 " , "� I - I �;, , , & , , 171, -1 r I 'I, 1 1
. 11_1_­� I I I � . � - I - I --� , " �? I -
I -1 e -
, I I
-, ... I S,PK -4-- 11 - 4'� %`�,'l � I I CONC, i I �, " � " .1
1-1.11 1% �.­ I �.1111­ . I.. . I - , , , , __ , , "/ i, '' 1
. _�,'I;._­_'. -2�:;�..'��:,s��_� � E ; _� c, _L::A � I , , i F", "'
__­ - 1. ". I - , ;` ;
,_ �, 11 "; 11 � 4i 1 1 1 - , I 11
11 .� i , , � 1 41, s, -, I I I; - � � 1, I /; f, -,q ? � � I
I � 'k ­-":,��,�`.�',',._ __ :� � ��' �; 'e- ; i , (7 v " s " � , ,-:-, I\ , /<- �, " 4 I �A � DUMPS11-R I T
�­ s­�­ . I I - 11 11 , : _�­ �f'�,
'.., " I ­ 11 � ,s:�' " if - � I I
- - 1'1� I , - ­ - ­�� - i I
- -1 k � � � f _� � A�
4 1 �� � i -_ - ­ -_ I il 2 � 4 � �
� 1-11- ". '' I / . . . I I : �___­_ I---,--",-,.-- I \ \' - - I I I i / i - s__ - -1 ... i il � I !, 1 �,,� ` PAD I ,� �
- - � ____ - _':'­­�'­­ ��'� I / - , , I
_­� ____As,_ lll_­��� �
I �wj, _rT�� � ,_--l", I � � � , , i
- - i � � I I 11
- - ... � , - � ! I "I � I � s � L_ _J1, ., , i�,, , '' 4 �­` 4 /'�
I , ; � ; s . i I -
-- �1_1_ -- I - ; I -1 - , � 1_-�, I I I I I i li
­ � - I I I,, - _', 1 i � ,I i - i�, 1 -i " � , �
i I I I - _­`::,.�� "I, I - _,
-1 - . ___ - - �� � ,
1-1. I,--,- � - i I i i
I w � """ f, il �� -1 ...... _
� ... I- si " _-_�l ; , i " � - __,�­---
% I fa',,,�-`-,�� ------t . r-1111- - i WO : I _­ pp,6.'%4' - _ ,
. _,��­ ­", I 11: --* -, i j . ---
" I , I i , - �� .�_�,`,_-� -t- i -� �,,
_� , I \ Lo - ,--. . I - "" -
/ I � lw­_ _ . - : -.111 I
I � 11 41. 70 rl, . ..... I i i j" 14 I ,
I I i�! -r,g I -� 0, " W W 1 ____
. � _­ - � _e� -11 - A' _kF,j,. ; , ______
s� ,�'Ss�s 1,1 - I'' �Tll , ,__ I . i I I - -_ ­ "I -I I i I I 1� '. I . I � - - - - - N 8U - :f��____�----jj , -, � %
, , ��_�,­ A ''I'll I'll, --- N -i '. ­1 .
,, � i
� I � � , �1.11 It I � � I : I , �
! I ll,� I � 1- 2.20 I A I "i ", I I �_
I ­_ � ­,�_- . I I I I �K­s I
, 11 - ­ � I ­ __ 1-1- I ­._ . -'s s I I , 1 i _J�_ ���� i .
i I ". I z
11 I I I ,�'ll __11 � �.11 I I,-- � r� ris , ,
I � __­ � ­ .11 %� 11 , . � �', � I , ,
, --­ _ ---- - I—' - I I � I ____ ,,---- I ,� 11 I I ?,I �� _l/ -f- .�l I I � _-, - __ -----+, -
I -1. I __ _� � ,� - 1. I I " f- 1_11__ i -_
/I ,,--,V-- - ___j, - - -.41 __ 0,60 % � � 1-11 � I �l L_ � " - - --I ___ __ I _--i, _
ll� � : , ! � kkil �_ - � - -1 - - - , __ _____
.
, - -_ _:��rt_ --", 9 __-lL___ 24"CURB & i � - , -
-� -, �� � I I 1-1 , I , TP ' I I L�� i ---I. ___, [�� , '' CtDI,,IC IALKS
, � I z � , I 1--1 i
i r ��g, ,,, - - 11 . li4l i , ­ , 1.s� I I'll 1­1 ! I _.- , i ____
, . I . - ",-, , - __ __ ­--l-l- __ ' - � I 4 -I ,:yri ; It 1* � - - )6,
_`___�, -7 2 -------- ir'- - , - -, -_ -7 - � . I 1­1 �0 TTER (Typ) � -11 11 I 3- - -- - - i Irl t - - - I I
�l �<\\, I 11 11 1. 1. - I - �� �ii � I C I ll� - i _j___ ­­11 ­-,
i - - ­ I - I i . ­ I I : � � -- , i ,---- - - -, -.,--
, I _ il- I __ 11 1 � � I i_ ____
A 1),� 711 'ir-1; = . ==> l � - 11 i � I : , I
, - - _-,- El +,v �) ". 4 /2, 1 0, � 1/1, I " ­­ - -, -1 - __ I I � .�I;, I � 4 � ,7 -?l k__
�
, 11, I I
1 _--='� � s�'---- ___ , 0 15 �1� ;11 11_1" I I I I I
_�,_ �4111_ li_�� ___ I I I a , I i
__ - ___ ___� - =_.�� _ _, __ __ __ - - ,I . �11. I I I I � _4 1 j I
-Z,-,- 11 __ ,_ ''� , 1 2 �aj'r r 11 i
'! l___r_ ,� , ` t i . I % AA Lf I ,,;!;'7 . I ,�, �11 , ;
, :I- I .1-1 '� , � I �
- �� I � A "I I i � i I j : I
- ; - . PPROX, I I
I - - - -1 I T lt� - 11 W AS-F-_j,AkLT - � �, I
I - Mp = 39 06 ­1­1 � - � ,los ! 1-1 � I'll .ol I i I -,-- 1-1 - I
, " I . I I I I "I
. i � 1 42.10 - I � i ,� '00 'K ---, 1 r ,-' !, -_,� � ; � I i li I 1-11--l-I 1­11 11, �
11 I I -----I- 11-­111
I , � - - _� I I , ­4��A____________q I � .
- �_ � I - ­ - � ,_1 _�_ _. - " � ", � - -: -, � 4 6. L'�i 5. i' �� E -i--" 'z' - i , 1 , i I 1 1
I ,­­ - Aca, -_ -Al p ! NE I
- INV= 33 I v I ; , � 11, �
I I
I 1--_ , I 1 i : 1", __
�l - � I'll, -1 I - ­ I-- I'll, 1--i � .
� , , _; I I
I I - TP 11 "Ill i,1__l I " I
�l -1 ! � i I
�i� __ - 'I, �_­ � f "I � - � I I ;
.� I 1
40 1 - V,_-e _�, I . , !
I I .1 � . � - �, I ; 1 , ,� I -
-1 1: - I --- " I ,1: __*___­` �� I ,-�l __ z I
,�, s �-� , C, � I I I I ,\ ,!�` '1� , I ,,, 1 1 I I 1
- , I ; _____ I S - -1 I,--, I ____ / -1 i ,I
I I , 11 I .
I I- , s I i I � I - I � -.1 Ap, 11 I l,'- 1-1 - I i .
. ; I � I I � �
:11'­ � 1 ; �
I ;
­_1 'l-sl ll_� , I -,so I i I I I
, 7 ; � I
­1 ! I --.-A x - - . ll�� I 1'� I ps, I ;
�l - ,�- � � �
----_, �_l . -s _,____� - '' � � ­ is-1 I ,A I � i
I I
. �,._ ,_ ___ � p I .1 I lll� � I �,, "I + I i I < I ; I
I I
I mv, s,op I - 11-11, , . � I .J t I I
-, ,�,, 1 � i � - .
I , % 4Z�10 r� --- - - - _r__ � - - -1 I � . i i ,
­___ ", _� � � �
- � 1--" � I i ,
I ; - .- � . -, I � - -.,- I I A'
: I 1 _­ I le . � . I I " I
I 1-ot, -, z".i, " __F= : 1 42.40 I T*, c 11- -;��_ �loo 1, i 1 14 ,l I
, ,---I- ,___� ­­ I -,,/ 1­1 -, - i I
,
1� � . .-I _', -, ,'s� lul i ,
I _ � I ,
I
I I ,� x I �. I , , lzj' I
I � i Tc -,-- -_ , �"", , -, I I I I :
i I __.- ' A - _,� � 2' ��l "' , I'll � f : � �
, -, ­1 - WALK 6' - 80\rE -1 I I I i "' I I I
( __1 I' �'l Ai: '-----, I I - T s I . i N, 1�p 9 ,�� I-Ir �e I
Ill
-------I ' .� i ---' PAWMEN , I N % I �l , I -1 I I
I'll + I � I I , 1�_l "" ,I , 2 ; i P,
� C7�,> � - 11 � "I" I 0 1
1 1 ,I, , '. � .
� 11- i � � � I
11 ..- . �
- � .-:- I I
� . ,
IE I I , 53,2' \ in - I - + , i 11 $
- .1 i � ". �� --------4 "I � ASKHAILLT P MRKING t_0 I I ! t
I � 5 I I . 1`11 i I ,--,'I I I I- - . � I J � I
, -7 ,
_�� � - I z i s
I 1,s- ­111 - ,,,- ,� 11_1� I I" ! i . I
i � . � I , i � i
ASPHALT PARKING LOT � I � \ ,-41. :::::: lil, 'I-, I � I
� z �
1 I � I � -11, - � I .1-11, I I I � I i I I I �
� I E41T DOOR " � -Iffle , _, �__l I ,1� 1, : � t I s
____1 i I F OLG -, �
" F � +., I 1 5
� ­� I I
- � I I
0c I I I ...�� I '� ",, I ,,,,�
1, I ' ' I .1 �� :
'___l � DOWNSPOUT I � ' I 11 _.... ': , I , I � : � 2 �
- �� 1, I . � I
I s .1 I � :
I
� I ri I / R -1 i . ­1 I I Is-, � 1, 111,14 i 1 i
I - ", , , , ; �
I 1 4. 1 1 rl "I-, i 1_0__ I i I I
.. - I i ,­ I - � I � �
I I
; ; - I., �, ! / , � 1-1.1. ,,- : 1__� 1�1 � 1 . I 11 �
. � 1 s I
I �� � "I A 1_�l � I - I i
-1 I
I I ! , I I ­11 ll� - - ­ - - ,-I - 11_1`1 � -_ ­ I � - i I - "I 11
n � J ­ 11. I � i - � I
I I 1 42.60 1 �'f 1 //' , f - "I I .__l"l f
� \ I � ll_� s � I ,� f z I �
, , * I 1. �� � i I � I i I
I'll, I � i �
I I , �� I � -11, I �
, ,� i �,, 4 I �< � ,;I'- " 1_s`l� i .- I 1101 � I t I �
I " \ TW /, j - � � f 7 1 �
� i � i a i
___ --I __j I �l I �� I � I I . I i � I
- ---,--- _ __ _____ I , , \ � �z: � I 'i 9 � I -_ *__ll i i .1110 t 1-11
I ; � , 1, 'I, r_�'k ­ � i ! j
� , , " , i i , I --�XiNG LOT I I
- < � i � �,� I I I I ! ' P
� 14, - I , I � �PHA� 17 �l
I � - . -1 11 ,�l ,'I le I -,, -, tii�' � ,,, I AS �
I � 1 a 5 i Af
� \ y '� __ 1 i � ; .�
,
I � I ,,, 1, �� i I . I ,,,- I , i I
I \ p .1 R i 3: 1] 01-L-L-) , � 11 I � f, 1 t � � � I � " I p
� � 6"pVc 1 � i i I N, , ` 1, � � - -- __1 llps� I i ! I fPl(�AP� F-0,P ,"KNf, I
I � I II 1�� 1, 11 ---4 1 ,- .�l ­ - i I I K � I
I I I ­11 ? I '__l I I'll., I 4 � �
---- � ; I ;
PiPE - , - - ____ I" " 1� _-� f � 1 1 � i , !
Ln , 1, I -1 � -1 . � I
I -l-, I .I'-- I � --- I
1
17, " 2
,
� , ,,,,
Ir
�i_
_,�,
, ,
I
1 �1,j I 42,30 . � I,-,- I � I'll �l , 1� ! � � i
0`1 v, : P--N 1� I ,,, I li�_l I ,I I � t
,
m I � � I � I -, 1 � I .�.11 I 5 I i I I 11 i � i
11 ; � �
-I w I n k 1-1, �
Q ! ; !I f i I i v � � 11,11 ! I I � i �
, q I , �­ I � I I � ;
�_) , -, ll_�" i $
i 1:1 I ; - �
I i I I I � . : -,,- el I I �
I � i
, - '­_1 s " � z � - � s
< f �11 ., z Ql_�) __ ­ I "I I I : � �
I ,
z - 1, o 11 �l - __ - - - I
I it ,2, I i�,, � I I- .� ? I I I I __ I I � �
-11, i i I I I I i � I
, �
C4 i I - � - � - ll� I I 1­1 ; 1­1 111", I : , �
� � I � � I 4 � i � �
� I
� I I I y 1, . . i I
� f ,f ,:: 1, I'll" ,", N /F - ! � � � � !
I I I'll � I s �
; -�j ,.\ 11 I / �e '' 11 _111�1 I'll, I !
i 11 I- I ! � 1 1 � I �
i I I " - �l .1� � I 1 1 i
`II,,i I 0 1 �, I I f 11 �__ - I "I'll, i I � i I ,I
I ­­ I
- I ELL I � I I �
I p � i �A� I
I z 1 4, �� ­'l I : il� PINE Y Gf4EEN, LILIC' I i
. , . I ­_' �_l I "`11 �11" � I
I l< j i ! A I I I � -11 I � - I �
- I .. . - I i � . �
- - i � i . I I
SITIE OATA: I ; I 1 - 4 -i ,,:� - 1, ',.'- I - 11 I "`� ! . elis' U. b � 1, t)'tH) �1_4 V, / I � I . i 1,
�
, - � I � � , , , � __ll , " I � �.
� I , 1-111 - __ - - - 1 ___ e � I . I I i
- - � "I i �
I I f I a � "I I 11 I - i
I j ,� . � � � �
, I , -1,1 ,-, I � I __11;11 TR A,�­` T # � I I I s i
, , W � ,!, M.86,45 0,1112 - ---- - - - - I i .
0 ___ I - I I ; I
- , � �
,
k- I
T( (0.75 Ar. DISTURBED) I I's: ,_�, , I `�, i ,� "I'll, i � i : i
-;TAL, AREA = 0,68 AC � - cr_ n I --­ i � 1­1 F I , I I t � i
�
I - � - - _I--- `­- - I I : `1 i i I 11
I I I 1, I � --ill � I I i
I : � f � - li - 4 1 1, �' I I 1-11 : All� A � : � e i
I! 1, � I I 1], I I I �
� ,
I 1, 1� � ; 11 i I �
- i �, ;,l I � -0 �1� I __ � I i
, � I 3 T I ­1 TO BE REMOVE ll� !_� ; � i
I I
, I 0 BE REMOVED I '11� i , �
,
I . � _­'! I � I I
I I I I I I I - i, I � I ; x I
P R 0 '- 0, S E'D PARKING = 10 SPACFS 'W/6 H/c SPACES �NCLLJIDED) � 1� �, f �l Ile I t
4 - Is I I 's \ - "' ��, I" I I I i � I I
�i I INNSPOUT ", -1 � .� � I i
I , , m I , a �,__ I I
f- I I � I , - I - I - - I') T I I I �
i , I , ;
� : , 11 r- DOW � � , , I i � I
, I I �yj S, - �- - I . I ; � i :
- . . , I I I � � I :
- - rl NG IN CR L_ 1 '2t ! s I I . � - ­ - I ---- I -.1 i ; I
1! AND 50 EXIc iEN-17" - IN - ��, - 11 1-11" PARKING ,, I I
-
"Eru PROPOSZED SPACES ONSiT OSS PARKING EASEM 1; I \---- � '1� I - -- - - J! 1-11 , i
I
I
'_ �) I �s _,% ?e �; i H , : 11 -ALED & 11 I I I I i I
__ .11 - - ss �-_
i 'I, , i . , - �
I - If . , (El -- IM DOWNSPOUT` \1 - ' i / pRo 1�1' ll� FSE � ;
! ; I P_� I i %,,z / �jp �l
j !" 1 1 ` 9 � ti-N I is,, DI I i 1.1� � - � I
_� "), k� --� i M, ,; � , � : I ! I i � . �
, , �� � I � Ri , i I �_l i 1"� J! i , �
,I I . I � ,I It I I 1
C--- �, ,,, -,P=40�7 1 j s - R i�S IF IlP P E D1 �'BY OT'HERS) I I
A - 4 SEATS -/44-1/4=110" ADVANNCEE � if I 1� ", I - ', I � �
I F I t I I ei'pv-c f Tf
-- - ---- ,--�;-�-"�-,�l�-1-111,�1.11111---I I I 1­�_ I I I ( I � i �
I 11 1-1 � 101 . 'r I
I � � �
� I , 1 � , 1 7� > -c-, , � "­ / : I I Ile" I I � � � I ,I , i
i I - 11 I 1 fli I
AU -1 0 PAR TS I uj / � � I � i� I s
I pip-E is i I - , i I
: 11 I__ f-- --Tl t I "-,,' '_`ss" �.l 1 N V= 1-15 6 � 7 � � '__ll � ; ,!tj I , ­ Q, 51 - --
- 11 � a 1, ,, �"
0 ,11 -11 � i i ­1
I ,,I ", - E ­,zss,,,� � I Ii, .1-11 5 F I � -I,---
� p T Op - 39. � 9 , � , ; ; �. -,
_�., � I *� A _"%_� __�l - �o_ "9_ I I �,� i : .."Ir k,4P,,, I TOF - 4i 31 -
. ! , 4 --- I - i �)cjjeu " 5"c'mp , i , , � I
EXISTING VSA= 43,645 S F , I--, I , i-N',v=,_3,3,5'-` i i__ ____
s I , ,-. ; , , I - ""t,,, - , - "I" - DOUME 15'Q ,�,q - --- i
; I 1 ut , ; ,--) < ' 16,0'41 � x / � "­;sl�,,,�,�,, -- J-, i " - -,-- - 11 I- - 11- ,
I ­1 , - " I .1 � ,,-- -- --- '' I I
� I I �1__�' .
1�� - ( I M=36.F - I - --,,, "�Nl _jl T ` -%p; , i I
* - -
� I 00i " - - _ �_ t6�_,=A ll��l � ! ,I
-17 0 S. F" � I , n -,-,) - - I t I ,,,, _�,i,,_ I I V, �
. I , 5 r"ll 0 ) -rj "o / �, , 1, i ; 71 -1 - I- _111 i .1 .,_� I �
, �', "`_��_ " I _-�,�T-_ i , ,
PROO(:)SED VSA =:: 27,3 ; Z , I _e4_ 2:,;, 1 1-1 I # ,-el , l-, ��:: Fi; � I 1, ,---_,-,­s'*_ 11'0 i 1 �
� , ��_ 1, - , I - . _N, t'. I
I " � c Ji�ll , , I . - � I I ­11. I I ;
� 4 , ,I - I n - � I ­ �­ � � I -- ,_ - - __ -It-- �­ ,
,� � �� - � � .
I - --ri (y) , I __­1 I'llill _,]� I ll� , ,� ... 9 _ I � � � I— I -I
� ; � I
� ,,,,, 9 I _'fl, 1'�11�1 I , t", k , : il'lllf � 4,,�, .__ll I - - , - I
: z us i s ;� � I
I
I iTAL IIMPIE�R'010US= 44,01, i5 � I I �'l , .� - ,,,,, ,I -1-1 I s I i �
TC I < , I- q), Z ­­11 , 14 1 i �'141 v, kli_�_!_j�i I
, ­r � 'Im f. - - ,_ -0 1 �
I
PTpsoPOSED 534 S,F. ir I i� � - ol � �:':, --t-- 11 � I .1`11 i - -1 --- I-— I I i ­11
, I -
* , i L_
_11­ -_
; . ,, I :N- - - - _R - ; id:; ____� ,:* � I _­­­­
i I _. %;" ! I I 11 � - � I I--,' I I I 9 1\ i I , � ,� ---------_,, I ,,---- -111----, I'll,
� i 9 �' _9 I c , -,-,-- I " i - -,-' ikv
i � Lou � � � �� I— -vc -�, I I
8v COMPUIT ; I - i I ?� "'; i__ \-� - - �_­l - : D,� , t �� �j I
N /F : 70 1 - - -, - 8'r ,,) ! � , I "', ,,"�'; , i- , fiil i
, I
;
_�_ ; In; i - 1 e i % I I --
I I In , � tl� i I I � is � - k� - ,
I I I DRAW MPEE 11""` ?, t , A si, k,� - ,"�
� lrll ,,,, r___ , - f ) ... ... . - I
;­ L_ i,, I , ", . I > > I'll rl-I !, PIPE - � - I 11-1-1- -I-,--,,--
11 � I I - [ `.` _- 0 � -1
�
§ �: , ", t � i I - �:
" ALL VSA "A"'S -, ) _TON INVESTIMENT PAR TN'_E_Rt5l--�,­f A I .5 3948
ER 01, ITIZING' � I Q-�j (f j 7',
. C0: I - � � i ,l a
i 1 i � 1-1 �l i "i ,; e� I
- ­ � M=36, -
-7 � , ." -1 , ,;u 5 'OF 4 - p � e �,
� f -, ;I / , � ,�l �= �, - _
I � - . 4 2 �,o 0 1 � %� C � , ,;� ,,,"
, - .;a I 0, I 11
I -:1 - I � - ,I "I ;�; I � ­!�,-______,,� "
-i f � ��l CULE1 uNITM % __ ,
" Ir w i .
�l I " 1 '4� - 'N' 1 �
� F r, , C, - , k', TC4" = 41 JQ. 463 c-,",
D,6�948 P440 � m -,, r-, �� �­'
WATER = ONSLOW COUNTY I I � " , I - s
I 11 11 1 7;, rmI ,,� I . ��rl' , ; I ,,- -
, , _)70 ;P "
� I A 4 , ,4I_FT ,I 1___� - ,,�; I,---- i I 1,
H _
�_, - "I 11 03 ��, ,,, , F_ __-111/�
� Z­ I I i / 1-11
� ,
. � , , ;
� f I I i C,, > V-�, CD I I 1 1-4 . cN, t "I _-
I I : 4 A- � ___�' ` I,,- `1 �all -
; ,l � ,,'��, - '___ , �l , � - i i P-11 v 7 z _,-:, 4 cl �
ol " - N-, n �
I
� � ` m 1 Exis� � ir � 11-1 , t
/ U - i g . � i i
; I ; � 11 ;91 _, _ _ _ I
I ; � " � _ , _1 _�l I , -
L 11 � � - � '--" i, -
r 6'P VC � � T I I ,
I k , -1 Z - I � ,---'
-
SEWER = "ITY OF OACKSONMLLE ", I : c) .;a K k T' I'll , !
I r 9 11 pppz ; � , .
I � el f 11 2
1 1 t s �r " , I �
i I - �11 -;- I- f I F�: '01 �
: , - I- 0 K f_ 1 1
� N ; -3 111PE I < () ? 11, SI I ," � 11 I z ,� I
! ; � ,�f ,L � � �
17 r! NI N G I � I I I - I --" .1�e I � I C
= B _,� i 1, I I I 1 (- U) 1 1�1 I'll i I �� �
I � -,) �
�1_11� : I Z I' i I 0 ---! - � N �
. ��l . � _1 1. , I ZQ , le, LM
I I !,I , . I
I , p I ,� 1­1 I � _�
- z � I
z z­- I 11 - I
, ` I I I 1 4- ) - I � _,�': - I - 0 b, 8 � _l+
I I I -P, ___�l n ,:7j > , 1, ,11 �1_11 I ,_ 4- "
I I ; I 1, I I I Z_ I -1 -1- - ­ - - _1 U,1_1 __"
� I i 115 kA_L_ � ,_ � �R � � �' i
TAX MAP 1 MAP 1116 PARCEL 84.'2 ,I, 14 ,I I rQ _r_�_ 1 I ,'I D. vewrjy `
. ­_,!�, "--, C __ - I "" 1-1
I I
: I ,� I I o o vm�. S P CIA _11 -1 - 41N_ 'I_', I , �1_ 11 ____ � � e-, "e"' I I I I—
� J I �,,__ " � - - c_ 11 � TP ! I
'r t
I "Iss, lns�aiierl bv othera -
; I . w i , ,,� lolel I I , ! �
19 Clo 1, c (-,, DOOR -'-, _N11 i 7 �
f�_ - 'PORTION OF D8 16-98 P 26 ex D6 704 P ,566 ! I I -� I -) ___ 1 ': I j- : - 1� � cj,
DEM REF. � : f :70 -1 � I 11-11
- "IV I ` *s,N� _­1 z I'-,' I I -, �
i � ,I I ,,"T'� I-9 ­­1 _c> - p v I - I � i ,", F
i - � I _1
� r � " ; I" Mo I R I i,_,,w� �1_ N/
� I -
I I . I I �
,,l I __ " �� I 1_�' ! T, Q1 -r- I -'-;7
1 � I -1 i ,
I I I , � I I - .1 M. AR'-,,4, N A. ,"I' , �R ,-
,I - xl: / - � PIPE I,--- 11r, iilll�' I I'll . i It; , i, I �� ;,Ai� , ,% a I "
I I Df- I - - 8 � `�- , llll�
! ,I g :�� - -) z - �,
TRACT #2 M3,45 P.112, SLI, C L I � � L. I , I - I
I I I .i � v I I - I
___ -, I �l , 1 � 1
� r-�,!?,,' .
___ __ ___ ___,__ ___ I .1 ---, _1`1 - L__'______ -ST"',� ��i - ___ll 1­1, I ,- , , r" "" 0 I- -_ (
, ; �� I ,?, ____ -1-1- - "­ ,/- - - �_� I � _j I ", P, `_ 9"'I
� - e� 1,-i 27- ­4 � i ,�
P f�
� i� ,I � - 0.1 - i I - -1 -
. I -1 I '' - t,--"----- - - , I 11N, I . I t -
T01-AL BUILDING AREEA = 11,061 S.F. I I Is I '? I "e'l �4 _1 I ; � �� i I", - I
I I , I I
I I 1. (_/�, D O' 4 S 1p 0 1), T F I "� j i Al I I � le� I f - I
I i : �� �Al I
I . '�' I � I V � ; ,", '.
I I '� ;)rO ; 1ji AV �__�, I I _______­l_l-_`­-­, , I , ­_- I
I I I , I I I -, ,?� - _---,'
BUILDING HEIGHT = 27'8' NIETA-L S'RUC`Iu'RE I I I'll, I
�
PRCV1011SE101 - I I'll, 16 ,� -T-11 I i � v � : I ,,, I '-, I I - `_
I - - NI-1 �l _,;�� ,
__­�_�_ I I I - l<_ _�,_ s; I's A" �__­_ 11
, I
,
f � � 4 ,1­1 I--,' I - I " ,,
�� _21 - I I - , - � , � I
I 11 � I , � , - It I ;,
�L �,?Jl_-E . I I _--, s- , -1
� I % � I P�� -, .
is' T FF 0 -", - , I z.
I � - ', " - '. I 91 � - - , ,
- - - _� � I I I
�-_,_ �,_ - ­ - ___l � 1_�` � � 1'�
- �
1, � - . I i � i I ­ � -, `� I . I
�_, s I'll , '!Nf " "
, � ji .
, I , � � " I � i H e, , F - ,�,___:_ _. , �� --<, ___/ /_
_,�o I I � �p - .
I , I � - - �- �ss�� , , � f
I I 1 ! �u I � ', " - .
E "S"ll N -G PROPERTY 15 PARKING LOT ASF�HA� T PA, KINIG, ; 0-� � I I :_ ,I , I -iso's, I � I I
f � 11 ,-- � 1� "i- . " � �
� I i 21 I i --- t g� i �,�_ - I I - t � , �--- 11
- . . "
f, I I I I I I I s I � , I I
; I - I
I I I � ti I I'll I �_l 1 lle, i 11 � � t
11 - �' 1. 1", "I : I z i -- -
I I If � � ` I I � " : I I i
I - I
N-0 ic_'XISIRING BUILDINGS ONSITE ,� i� 7 1 1 I - I i I
Isl I - � 1� " ", I .11A � I
I I 11 11 .11 "Ill � I �
I 11 I ! I'-, I � -AL- ,� � � - __-, I � I
I I
� i A
'11--14-4 i �' - �` -J, 1 ��. ,� lr`­ 7 p /- " F I I -el 111 1-11 I � , � � � i
� 11 a I - �Fnovc I )`� i �11 ,,, I I � ,I � I
� , ��,j I I I i i �
L - � I / -,(if a � - I s I -1 / � i -
T I I OT�15 = 1 _,�__ sil , / ?k '_� ; I z � 5 � s
I
POTAL NUMR-1-7-R OF ' , _,"', , " I , � /// � I I �_,, 1-11 I I- � :
I � ------- � A � , ­ 1- - - 1-4 : I � - I
i�- 11 , I � / / "ll if 1- � _] I � I
I - " �� K �
t4 , - - I I �� A f il-, ,� I A r-, �, �) s -�- -.1 �,i � 4r 1, I A I- "isill, i 1�11 � �,, I I
, I I
� r - Zm- � � � �
11 I � ;v" - , ff v , I D �
� I " _,_ , � �
� ­1' T S � Z E = 0. 6 8 A C, 1_� � I 'R I 11�1! P 'e, I I I ,­ I I - I
. Q -11 �, ml " - -p vr .�l I / -
,
�! ; Q - I I 11 - ,
­ I A� -4, , -� � ", " s - Lf , J I 1_� I .1-11 t _ I
M, I N I'M U M L' I V I I , �,, I / , i I
� �
ell ,,�l r �­ c � � I 1. i 11"
I � 1, -a -, � I ­mll, L�,,_Z_ "I � �
­0 A S T' !-I ,-,'NF,-;, 'N`v,'_ ,t-,-r'-"�'7�7,'�:-�-�"",�l-,�- ; , �_ i _;' I I I � I � i � q
I I
� ­1 �__ll ,111 I i � I " -, I
I �z ;l I i PWH� Till I 1, i m I,-- lo� I � �l
, �
,; is i H I i i
" � "
�_"`,_ - UNITS -­ 1 s, I I I I I - �- .
' U -,'- c'P F ,mz � p," P --,,, -z ---, 8 - o, 4 ,I i , � ­8 'IN -1 I �__ "I ",�� -, I I � I I ... �,-_
I
I
N IM Z C' , - , i I " I , t I � ; � �
� ­ I - � Il- I � ,
-1 lll� 11 � � � , i� .i i -, I � I . � fr - I I I I � � �
, 's- I I -1 I- , 11 � I A__:_,Pll� �`llj -7 p P�P'V;N(� � � I
, I � , ! I I In - I , - � � i,
�­ ­_ � ; - - , ! _� � � � -
N _� ,,, I � " - I i
lsi� I I 1, �___l 11 - I � I I I
I � � � I i, � � -- , 11 . __ _ ___� I I 11 t � '�_' I I I i "I I - --- -
I I -
" I I , �, � � � � _11
I �� I - ; ", - --p I - " 11
r � ,� I ,`s , � , , �� - j­_-_-_! I �� -
- ,is'i I,- , " I � --- - - I
I _` I I r ,,� - 17, 1 ,__
il � � __2 - --- - � I I � - I - . I �
. , � � I I I
. , - !'-�,: ­�-_ -, ' _�_,_
I
I I - I z , 1011 � i ---,: #�-_- - -1
I "', j -, � f ;f "', ; I ,� - 'I, � ", ,1- I I - I ____
J"HN I— '-`IEER,�',­�E__, CER i­' I' AT 7­10S P1 ,40i- � A---- , , , is -, -----j----Ti ,-, P 1, I - "
, I . I I I _ � I -
- i � - -: I ,_- � ll� � �.­ , ", �_ - I I I'll -
I "
� �A,�, s � ,­­ 3� , I � �1_ . , � - _ , - 1 f I � --I'----
I I I - . ll, , - o v M'S -9 0 U T � _ � � I -
11 - I
- 11 � I �_� , [-,,' � , ,, fW � I - -, y I -, � K ll� " I I _,I--
- � "I "I � ill" � "I , I - I ­_
I - , - I I - � - I - - ,---
`
I � , ---i �- 11 - � -_ I -------- � I , f % t � I ll_�� H, I Removed - I - �_ - - � ­ I � - ­ - -
, � -- -- -- ­_� - �
, ___�� A Y � "N"'R ", y S ,,-'-p7F;,�%�­czi�p ".'y ;_k", ��, �, ; I � C � , - �C: -_ ---
� I ��' , ,,_, __ � ,,, '1� s _. , � �_ _� - I � e�,, -ill 1-11, _fi��, _��­ I- - � i - I �l - I � , -11 I _� 1_� I � � �� -
- �_____ I ;I I � , - -I,-- - , I ''I I - -- ,,� -- '- -,--- - - - I -_ 11 .
- - - I I I I 1, - I I'll _­­�'___ _,�,,�-,-,�11---��,11-'"'�,�,,�'',--,�', ­ L-�_ � -1--_ - - -_ - __, I , �� 11 11 ­1
- , ­ - - ", - " 11 -- -,
I " - , `��, I I __ � , , - - ,�,
- �­ - �, - �,,- _--, � �, �,/ CZ ­­� '- � , " -1, I -1 ;�� � - - -1- ,�,
-
v � - - Z- -%: - � 7 -- �� -­ -- -- - - \ �f T - 1 , - �, , JS_4_zl___AA
- I - I - �
I , ­ � .11, -1 I - -- - I
I .1 !, � I - I � ­ ____________ _�
Z2 � I I I - - -
, I - - - I --_�, `,� ,-- , I __ ­­­­-, �­-,-
s�i,�­ ��, I -1 ­l, - � ­ - I -:! L �_,�*,- I I � ­ , , I ­__111 I
"', - '-, � - � _� - '! �, , i s- - - I I - I -_ _&5 -_
I
,
-
� 4 , - - __ , _,_­� _ - I I I " , � I '_,� - 1­,V� � ll_,��' - ���� -, I ��� __ _ - I
I I ,_____Lj , -1 __� -
4 �____ E',C, T -_ I � i -_t i -
- I , 1�,_.-IeA ___l �o
,
-
"'o �
� 1--fl-I z , �
� 2 � I I `� I I I _
" - - , T�, , , __� � - �- -__�-- - AT-5- ,-",-- '� i� I ­,�')�; I " I ; 1-1, _­ " I __ ''I I -_ � ,--,- __
I- �� ��;­��-_- -1 �,- �-- , , , - , - - ,4--'- -1 I I -1 I - _
� - , �, -5 � i I , li -,_� �%, - , :,- � `� �,�: , � I I -, - I � 11 � - - I � � -
I ­�,, - - - - - I - I __l' � I
� , , - Z­ I - � - �l � I - I
­� " ? �, , ­ I � - 1_� - -
_­ - -, _� , � �_ -,__�_ � _ I - --,-- , -- I z�;,;, is C i T­ - I ,f _,_______,'� ______ __ - , � ��
�-- I 1 ­­_­7 __ , - -1 � - I - I I I ;�,,,ll 3 � I __ ­­ -, ,
.
I I - I , - - - I � I i ! I - ­­ -
I - - , _,�, - - I � - �l -, g , , 7 � - Ile", � i �_ i I �
- l � I , i- - ­­_�,­_ - - -�� I - , "I , I , I i _____
_ z��, ! I - � � i I ­ ­_ ',,
I
S I'll ­_* TIN E_��S_ __41)(____ � ­ ,At " - I - I , I I I - 1, � � I
- __RRZC -,ASAC_AtaJL-AJ-tQ-A 10i 4--�- 1 - � 11 I 19 I - ", I I I I S ",,o"�� � 15i, I
­ :, , i � 11 I ," I -i I ­ . -,--
I I rg , 11 � s i 1, 11-1 i , � -1 I I �l � I I I I -_ --,----
- � � I 11 I � I
1� ' v -- ­ Al '1_11-11 � I I -1 " i i, ! - I -
-
I -
I - I -a # - I I ,� i I I ____l___r , I �
�
- RR i G i �_ I G , I-C''NSURE N, %161- R " "' I s_ ! � � I I I 1� 11 -
I ­NA� �;�-N,k-l-`,_'RE� � ,,E - if I - 2,3� 7� / '01� I I -
I 1 2;5�1� -1 I—' I i / ) I I ) _____ ------ � � I -
--- 11-11 ­­ . � � , 11 , ---I-- I i � I - I �
Is .1 --,, - - , ­ ---- ­ - -�- �IiN - I , i ol - I L�,�% 1, , 1:� C! , � -_ , / i I �l - k- - I
I , - 4 -1 ,I �
- I I %,� I 11 ZOMM s�
. 1- i i � � ,
I I " -­z­ii­-, 7 '" _ln, ___ __ _____ i I � ___
` , 1, �"i, __Zf , ,, 7 � �;�� -----" �_ - _11_�� I 223. 7' N -- -_ � I : I � �
'i '' �10' I F - �__�,, '. - - " - - N IN __ I ---
; -- � 'S __,-iL_ , s 'i-4., � , Q - - - �_.__, ------- , � , 1M., I -
� � I �
I I � i �� ----,-I � , Is ___ � I -1--l-
� � , s;� 3
1 5 i 7 �
­ I � __� ______r_l____�_ �"_� - I __ -----I- I s -_ - i
, ` I __
I I , --------1&7 1 11 t s __ � I
"I I I ,­� i I - :::::= ZLvF:_.;5 I " -1 fl-11 -1- W I �
,
I ____________
- - i �
I � �l I - , E �--
� .1 I � - - �vi -90_ a l___________­__l­ ­­
� , , �� " � - A , -an -
- - I I _____ I - ____ _____ r A.,, ; ; -
� I I - 11 ------ ____; 1 - - _� -_ - , : - I
I , _4______t_57z,___ % -4 T-V - � �,_ � i
� � ,, " , �, z R I I " I I ,pp i � I
I e� 1�1 , " � I � I va ,�� - \ 1-w il�, , ____ , � � I
, ; -, , i � �
I � I �� - , `t -4-m 1 - ---,------
� , �., I ; I � I , I � .
� _11 1 4 < - , , 1,1171 ! I s � I
.
11 I I 4 � �,��.�,­ 'v � � ;kl 4 2 � 600 \ / 11C, I -1 . I 11-1 "11-1, � i i I __ � lE � i i �
I � -1 �l I I c -- ,I
I s�l - f I I— ; I
. � � - - _­� N - , , I 11 - ! i I � I
­­_�;­-�­ , _:�4 1 1 � Mi , " '% - ,�'__��,' - - �111 ___�,(__14 t I ! ;
-------,-- * ______,___,_______­________ - - I I �___l A' 1,
,
, - I I . I I'll, To RE R I - � I
I I , '� ' 9 I � I
� - , I - RG,aF DRAIN PIPE I , I ;40 _tjj! Taw EX4,31-ING I --- , � � i r, -r
I i I � I ik�- -, , - - , I :
-I- - E ____ - _-2596 � ______-­, I 1 � I i - I
ljo I ' IER E - ­­1 I ' - �_ ­ � I - "
j,' - , �, """ - 77 - � ,
- - I 11 I "_ I M � � z : � 'ON TAC I S
,
, , - � __ I i I , "ps. , �0�� GD1 ''I :, -,,,, " I - ' -RF DRA`��,vACvE rl I I I i C ,
,N _ � � -1i ! I I � Z:� 11 �- � : I'' Q ASSC I I - 11
I I - I F . � , ADE T� I - �j ­ i I I
- s I I �
, i i I_ t, I I -1 I -il TO ,lY, if U'- T C2 F A C - p,591-01�1_:`�Y` �,___t , ,L- ,��_ - - , I 1 1
" -
,
. .. .... � �­ i I a � 1, -
, � 1, � 1-1- I I i 5i 't N � , - I I ;
- - � , 11 � I � � I I � �
, I I e � I ­ , , 7 i I , I 1, ______, 5 s I
I __ - , F _11:11 , , �) 11 I I � � i I
, ", I 1- _� I � 1 1 , %, (TI IAJI F 2 �
, " ,� I i � -
, � i � I
" � I I ­ 11 % �l I ­ d' � I i I ; i . i � �
1� 41.90 1 _14=41� , " �l - I k A - -------- � �l � � I
� `11 � I I T OF jACKSONMILLE "kAHCHAE111-
I 11 � , I I , ; 11 i I - SE W - `1 IY �
, I - I �- ­ - - e - , , ) hER ."
, ''I'll I � I � ;
I ­ , , 1 .1 I I -
1, � I 1 1 1 ,� I I IN!, i T "' __ I., I i
I ,­ 11 e .::��_" . � , , 1. I MRPROX, ILP I I s I I s
I I I , I - , ' - I __ I � , �
I I I � "I , I � - Iii , \ I I " f� i _1 � - - ____,i;_ �'; s I
I -, � ,_ I s . I- 11 I I � CP , i
"
I I I L-'--
, I
I , , ,,, - -�­ ", f \ \, � � 1p 1 C
I , I , 'e?
I
I � , -1 , I � � � - I � - - ' i T I - ; - -1 t
, 1 I � . I �� - , I _ ­ : , Al, , NEW ASPP, k,�_" � ____ _i�l � , � � . MACK) - 910--938-52'59
- - ­ - - W 1, , f � __� 11 I
I I -/ I � - Iss, f I - . � , , _ : I-- - 'i i I i ��,,� I � I --
I I .1 'yo ,; _n�l I I c � � �l I -1 - ­­­ ''I'll - I I
, I ", " 4 1 ­� -� �. , � , I-,.,,- - � . I I I - I , ff-� I I " I � 5 � I � -1 _� Dc,
k, I �,-,J,,� I ,__� � I , -WATER- ONSLOW COUN -� (PETTE EAVIER) 9410-455-0726
"
, � �'­ � ­�
,,, " �, -GS " I , , _p E i§ ' \ , * ___L I _�
�1� I , I N D AIN" I_- I I "', (a "
I , � � ; , , `1 I 1, I � � - I - 2 �l
I - l__­_____,_, -'-----.--, I -.1 I \1 I I � ��, � � --m! s � � I ­ I - -
I - ___ I 10 I , I %� � - ; �l i -1 ---- I—
I -111, I - I ___;�kl � I I ��, ��, I 11.1 � i I I I -----I--- . I I " , _�,,--_­ I � � � �� -- -- - - -- I I - -) g", 1
1 � : I � I I �
, ------- ; I I I- 10 , - GAS 1-800-726-35""'4f
I I ,�,�_ �11 �
�_,_ I 1 -',9,298,9566 - ,_ " 1, I , - I % -11, I I -NATURAI GAS - N C. NATURAL le,
N - 7" `�
I :� -,� � 0 , 11 )l I � . -,o I � ;�r I I I - i , f - 2 �� I
i I � I S i �._­
, I I" , � I .�, I / r�--/ � , k " \ � 1- � I I V, E I I i �l
I � 1 --,----7 1 . � - -�, I I � E -
I - ; i y
I " -1 I � 4 I I - I I � 3-ELECTRIC -- JONES- ONS-1011W t-LIE"
� E=-2,498,437,240 ,� -- , "t " ; � I I I ��_l
I ,I �_��,_�:;� ` � 7 T I. SHEPARD,
1� ". i I :
I I / � ,5� 1 1
1 1 � � v ll�l � I � I � � � i I,
�
�_�,, - ­�,r'­_­�l l-'D 111*,)c � it ., I - ­__ i � ; � � ("PRIC "M ART �
` , ,
I � �
� I �
i � I I � I - I I i - i : I
I i - , j I-, �oz� I I I ; i -11 I
� _-D,D !,-_��C;- � - I. ;
'&I , . ,� i I I Imi .; . � , ! I I � � .,� i
/ NCGS5 "SWAW , 1, __ I i - ; 7 . i: I ; I - T I If, 91 0-16 "l- I 940
, _14_-� ;­ I � � _----­`-__ / - 4-
... C�_ I I - ; ­1 2 I
I I
�11 - 4_1 " � I � I A � _Plcl �
N=3-56,366�99'1,1 !s 11-11 :� , -c-l-C-) -4 -_�,3 I - 5 �5, 4 1�� � , �, , - i I � : I '
I __,�s � , I ! i I I I I I : � i I I z s "T
- ; I _____�__ I I ; I
�,,� s I ., I I , _, EFF
�Fl , I S I I 11 : I ,�:� I � -
. � I - - PR� (J ' D `5
10, I �, _� v ,-"-- I � -i 'SHEPARLO 910­577-9357
a - , � - -",' ,/ � , *? � �/' K -- M AR
< _ I ts ,f It ;� : 1, I �,____f I x �llp , I i I 4-TEILEPHOK I / 1.�
I E - 2, 15, 0 2, 3 i 3 � 2� �, -, *2 1� / 11 c, 1, _,�., " r I I 1 � Z_
. I � I i si si- .
.� I i ; - � ,---, i 4 I
__ I � N � il -
� I I i I I i y �� -1-1
, I �l � f I I I I i I 'M
- � �,­!­ I I I I I
- �l - i I �l 401 I , ­1 -1 : , 42160 " I I � I I � I i f I
- I / 1- I 11 � I I ; ; -1 sl: o I I I I I I I - I ij � ­� � GE --- CITY OF jACKSONMLLE (TO
,f '­, � , ',I ,6� 1_< li s . I I - U j i I 5--STORM DRAINA
, F ; �+ , I � I I i 1 ­,''
- � ,� -�y-7 i I � I I I � . I � t i -
1­� ID - i ; ------- � � ­ �
I � I i I I I I I I � s, �, N 71 '4
- I I i I - : � I i s i 12
_�'x, I I � : i I I � I I : I � , f I I t '26"w ANDERSON) 910­938-5262
�116 Q 1-0, __�_, I 1�) lt,i s, i " / "__,,��I'vo r � : . � i I ___­l_ I ,
=&9999'l , %
0 ,,� ,I I \ I ,�_ . ., 1, - N : I I I . . I I
11 f I -�- i I I I ; 4 i I
I I � , , , ______`t I : � I I I � , ; �
! - I - - � ­-1.1 I 1-1 � - - _­ � i /1%, -
- !,�,, --- I i v I ; I I 'lIr L-1, I ': ,
E __ f "';ib 1-11 <1 I , � � / ,,�,, I : ; -1 - 11 - - 11-1 - -_ -- -1 -_ lo,
Z, lll:�_ - - 1� I I � i � - ; ; - - -- I I— - I --- - ­_ -11 -,- � I ____ ; I � � --j%­ i�/� ,
I , "' �, :_ - - __­_ -1 - �+ - - ­ - _­ -_ I -- 11 - - 11-1 - I I ,_ . I � I I I -
- � I I - - --- ; _� I I I . � � , ___:� , ls� - , I � , I'll , i � ". - � .-,, -Z , - 11 ,_� -li­ -�).
I
, '1� I , �,, -o , 's 1, I
11, j I f,4,%-1 I I � ­ I I I - __ i I - __ I-, "I I "I -1 �
------ r __ - � � , - - -­ - ___j
, i : ! I ' ��_L "
___ =�__= _= =-- --- , �=-_= __== --;=- -__ _-_ i ­ - - , -,, -1 , I , - ,
1;c; �
- - - " , , � I Is ­­­ . � _", __ -, 80 i 2 0, - , I `�-", I - -,
-_
--,-, ­­­_ �11 - I - ­ __ - - 11 i - __ - __ I ,, - _, � -, � A. _-, - - _ ______---,;,,­ ��--t�
� - ---- - _­----____­_­ I— ­ I , , - -I ,,, ,
/ I - - 11 ­_ �l , - -,, w - . " I'll, I �: . � - DI
---
-_ -_ - -,---_ - I-.,-,- � - I _­ -_ _, ,,7 - - � ,7 �-� ,� -z''! , -, I r_­ c- N 8u ZZ5 , , --- ,i� ' 't- -7 ,7;� ,�, , I � �3
­ I ,,�; 7"., - -=S;�Z__ -, -==� ==�E_---a-�,:��-=_ =�=:­=_ ---�__ - - - - -----I'- -- � " _,'' - � -
- --- - �
- ---,-------- - 11 rl -11 �, v I __��l __ _l____ - 4�k�i � " �_',
� - - - __
�'il�,i�s ,,, __� - __ - ;i�L­L_ 1 __-__,.2i_ -::- �_ - _= Ar - N
- - -;z /4- -,- ,-- --1 ---- - I �e­ - 4,
-,--,--- _16 - a
, �, � i --------- "; � -- � ­- --- -, I f'. ) �,4' 1) " a
,---- 1 - I I 1, :Al ,
- It _1_____l_____,_ � ­ _____ ___ - 2111 i ) pp _,_­­�­�­ - ---- - - , I - 1,�� -_ _-'r)� I � �­i �, -
,Ilr,- � ,-- t ,t� -,,o,- C', -,, r% 11 r-, 4 " I -, - I " -­­ - I - -:) � 1, -_ - I �_ s j= 1-
_�: ) ­ - fz --- ,_ I i ,, � _t'i,l '5 I --­ I - I � �11
___ __ ik_; C. !'�1,2_ ­ � ­ -,- " �,_ I "J" :� - , , � � , " '11, si S j N, I .9 I 1, _j - -11 __ - ­ 1-11 TOP- 36,95
-------- ,------------------- - � , I � _ �­ "G, ,--- � ___ - ­­ _�, 4 , 9 w _­ , , ,,S7 -
- I � I I - - �, - I " - 34 ­1 I I I
'�' , _j, '� '� , " "'; I - __ - -, 4�: "I I � -1 ­ I INV-34.2;5
__�__�� -,r_I-- I -I 11,
,-------- __ __� I "' - I � "' 1 � - "',q -,�-­,:-",s,�-,�__, ""l, 7 9, - ,"i ;
­_� - , � -., , _� ��, , � �i I , -- ­ I - �_T
____ ____ �_ - __ , - ,,, - _­ I I I � G �� � - ! I
I ___ I -1 �_ ­_� I '410 .- I -1 - ­_ N 79'0551_1' W - 1 _)__/,_lQi I I fi I , s, - ---fz: ­ - _� � - I I
,
- �� --------"--,-- , I . _1=7�1�
___ ---"-- ______l - i 'I, ___ - -1
______ I'�19-1-----------,-�,-�--------��- ell, _-.V-1.4�1 I - �7 0_�� - - \11 1- _ 11---1
'fi­__"__l - r T - _ _ , ... _ -.-- -1-11 ­ - -_ 11 I 1-1 - I I I- / / �, I C�-,�_--,qr:­, 11 5'RCP
rc,m 'I �� � - - I I - - � - I ­ - ­ ­ I- /: I 11 I— �,',, ­�t I T \ i -,
- 1­ � . __ 1 ds, �',_ '' - - - J,�' - , __ _ - --- -'', -­ - -1 ... I - I � -1-1, - �') -11 � �l 11: . I . � � +---t-_s �
11 - - -, ­ 1 7 �- , - i � ;-' ­­:-1
I ,'I ....... 11 I- - - I ­ I - I— _., I . 1-1 - -, -, - I - I I i f j:�, i �
-_ - , I - - � � ,_ -s.
: I __ -11 _­­­­ I ­ - - I - I I-,,--- � ­ _.� I I � I �,­_ ,-3,
1 - I ­­ . I—— -_ __ ; - 4
__ I I � i I -11 ,--; ­­ I ­­ � - - I - -11, - , I _­ I I I 11 I I - 11 __ ­ -_ - " �1, �_ ; _p 11 __=_:"___,__-
I 1. ­ . ��%s, _ -, �
.- I � -- Z", , - I 1 8,111RC
I I'll I -1- - - - ­­ - '' �,_", 6, I � -I - - 11 \_ _ - , �
I - � � 1, .
11 I., 1- - - - � �- _7­11- 11 - ­­ I— I I __ � I I - I I " .1
- -I ,�:�_,-_'� ;, " ­ -iz, ,,�,� , , � �� I
I -11 , , i i "'A I - I I -11, , - -
-11, _ ­­ I - - _,�_.' , I ,�_ ! 11
I slEz
I l.____ll­_ -11, - __- __ - "AR R, I -1 1- / I ", I �__ III--
, , ( , I �
I __ , - . - , M -�sris ­ 11 L'��_:__ � I I I I
. � 11 ­­­- - - I _ � - _ -, 14�1, 1
� �l I � I - 11 - ­1 I 11 ­ I - I 11 -1 - -_ - I _.- - -­ -_ I ­- --- , - , � - y ,?:, _-��', I N11, , I
I I I - - , _ , __ - - I - I_ _111-1 � ­ -_ , - __ . _ - ,-- , INV-35�20:�� "or, - ! _� , i - I � i
- - --l-1-1 ­­­ __ ___ ___ . -,-- . - ­ . I 11 - 1-1 1-1-1- I ___ . ____ - - , ' - I I - � I I
- � � _ ­ - -_ - ___ , �, � i �' / ) �
I I - -- I --r�s , s - --- � - , __ -1 . _��_;iw�-__ � ,_ - - � ", I I -_ � -,- -1 C/l D-lT,:;H I ­ I - ­ - - I - ll� "I I �l � ga - I z , '--,--" I � . ---
11 -- -_ - I 1. ___�_ � - - I , - - - I-_ I I ­ - I I ­ -_ 11 - -11 - - I -- -_ - ; ,-__ , _ __ -- ­1 ­ I _ , -1 I
I I '� � / ,,, , , �� :-I , � __ � � -
- � �, - ­ - -, - - I � ____ - , , - , , ---
I i: 1'�,_ - _ti!,�, I . : " I .
­ 11-1 - 11 I I - - ­ ­ -, __� I � � - I . - ---_, � , -_ - __ I --- �
-1 __ I -1 I I I __ ___, - -1- - - - - ,� � ,--- __ _­1 ___11_1
__� . . -_ s ;
I— I -1--­­ ---I'--",- I I �__ __ - --=I- 'I - __ __ , - ­­' ll� - -1 1, � -_­ � - , __ ­ ­ I - _­ � . ___L_ � �
-1
_�� - 1. `,,�­ �:_:i_� I - , , __ . - _ � � , x� I _,�'_�_ i I _­_­�___ ­1 __Z��__ I ___ . ____ - __­ . � __ . - . . ___ . __ I __"" � - '1� ,
GQtNl;jj:RUCTIQN NQTE�; -1 � I __ ­ ___ - ___,�� .­� -11, 111 I ;,,., � �l
- _ __- _L_ _____ _i -i I �l I N­,� ,,, ,, -_ -_
I '' .
;__ -1 � I - ­1 - I., - --­,�_ - -- - I - � - ­1 -1 . - I— I I -11, 1-11 __ -I I -1 -, 1__�
11 I I _l_. - ­ .,li - - - I 1-1 11 � ­­�­ -­- �_­�,ii I 1/11, "I
I VfAr,:-_R & 5E'vWF UTILITY LOCAPM INFORMA710N PROWEE0 BY 01-fiNNER(S) I � ,. � I I , - ____ -fl\
I -1 I ,,� I - I
I � LOCA'n, OF EX153TING WATEIR AM SEW19 MAINS TO W_ VEMP,ED A T lrn'E TAME� i "I'll - Is :� 4\�
OF lCOINISTPUCTIOIN, �: �. , I __---- __----- <Z�D
., ,
I � ,, , ,
Z CONTRACTM TO MMINTAIN RREQUIRE-D HMZONTAL SEPARATION OjEl-r-FEEN ----,-- ­­­- _____ , -1 I ­-1- - - - I 11 -1 - - � ­_l­.___
I 1. �� Z""", ____ -_ ____ _­ --- ____
WATERK MNO SUE-fz SEWICES. I -, - -- -
'a - -%, 1, 7 - ___
� - ,) ;V, __ ___ , "
, 14 1- I A ,H WTI, - TM �111 - , , --, - - -
,li MUM AND SEf&R SERVICES PRO', DED By l' ,E CC Ac � It , -1, __ - , , " ��_, 7,� __ , �
,
,
�
SI,- EE T _ - - I I,,,- ___._l -­ - -_ -_ -_ -
4- All, I i � - 11 � - -1 I __ _1 I ­ - ­­­ - 1. - __ I - - --- ­ ­ -1 I- - ____7_� �_ __ ___ ___ ___ .----- ___ _______�,__ __1 -_ I I
,NSTA' ATIGN OF SEWER ,h4ATF_RlAl_c' AND PRACT11CFES I ALI ME T 104, M THIE I ____ _ , ,--
CIT"i" OF -JA0eS0N`-AUY_ IREOUREMENTM
5- ALL STCRM WAMER HANDOUNG FACAUlf"IESS SHALL 8F CONSTRUCTED IN ACCORDANCE
WITHI N.C.D.N.R. �-'TA 'Cl, ON
, NDAROS AND SPE FMAIPI 1, S,
6, SLISXCT TO COMFIRMATION OF WATER WIER SIZE AGEQUACY,
7� MAM UM BUt , 50'
Im _LDING HEIGHIT 1S LESS THAN
8- AS -mlS 1_z,ITE� iS DEVELOPED, ,A,'.;',. ONMRONUVNITAL REULPREMENTS SSHALL OE IMIET,
9� Aj:L POMCM POI -ES, LIGHT PCUES, EM ARZ TO BE RFLOCAr TO ACCOAAM400,47
Ma-POSEDD CONSTRU�CTIOM
10, CONTRACTIOR TO LOCATE AU UTILiTlEs PRNOR TO CONSIMUCT10-N,
I I
; . O,Z-:W_l OPFR To INSTA'j- SPOP SIGNS AS, SHOVAL
I � t.' _ '
12, HA11401-AP PAR�,�<ING SjGN, iS T-, BE ' KA N R -- 7' 1,
, - D BIC El HIE" f
"'. � , ABOWE f_,JW _!M) Am , r R R OR
I �_l
,2-5 SIGN.
I 3, ALL r_nRA!,%`AQE 5-HALL 81-7 ::-i,�,P!:El! DRA;NIA-CZ OR WTH SUWAC�E rDRAINAGE (AS ED-WiMANN'l.
' '
I CAS' N ', ,� VF 'E_ 11A-Ct-� P- A�N TOP'S
, 4, A-11 ,Ct_EAN'--0A_:TS IN PA'V'U'.) AREAS TO OFE HOUSED M ", 17 !RON VAL - BOX -_5 Vs, tl- -
I 5 COINTRACTONR To PRO*v4IDE 1HANDICA110 RAMP(t) AS SHK3M,
4'.
I& -!'HfS PIROPER'rf !S LOCATED ',N ZOINE - ACCM-DING TO F,LRAL 37(3134f) 03 30 C
DATED �JULY 2, 1957,
il - ' - - gr ,,14
� E 10 DMVEWAY-5, CURS CLITS, OR S�DEWALKS WTHIN i,5, 0�, q_�E Srrp _��ij,,.­.si7 _j,
RE I � 4 r � � � - qy�
; 1, TViERE X,;� ,,, .
E X,�'_$:'P, T A z � S144 C; w-W � .
18. ALL EX 7EMOR UGH -t5 IMUL BE LOCATED AND POSTIQE L'Y A FFE C T
AMNY RE-SiDEEN -�AL L(YrS OR ROADWAY TRAM` -
I I 1,; - I 'IS PRr IMMA.
� 9, THERE ARE No STRU(-1-lAJfRF_S WiTHM 1130' (Y_- ,14 ,PERTY FXCEPT AS Sr ­41
20, li-WAPSTER PAD F,HAUL BE C014RCRE-RE ;ENCLOSED BY 8' 0PAUME V030, FENCE AS SHI-0 �MN'
'21 � pi!'�', ,­�,-fE MD�NT� N'S N10 V, 'rLANDS,
��l I
- --; 111LETS SHA-U- BE PR-0�410F_ AT Ati �REA'k_R DOWNISPWT LMAs'nONS, SIll CONTRACT R TO
,-, 1% -
� I -
�
COXXRG"NATE, �NLET UYGATICYNS W/ BUILDING DaN!TRACTOR. ALL ROOF DRAINS SHAji- a-, 10"
(lms!Wl, UM--ESS OTHERWSE tNOTEO-
23, SZE.- DUAL SHEET FOR ER09,044 C-ONPRaL Dc"AiCE DETAOILS, "AA04TENANCE PLAN,&
STAR_U,ZA'rl0N NOM_S�
24, _�Li_ Cgm�SMMUCTIDN SHA"', BE IN ACCORDANKCE W,-rr4 STATI AND LOCkL STANDIARZ05; CONSTRUC'PION
'
�-4p, I
1-gtq MGHT-CXF-WAY SHALL BE ip.j ACr_0RDAAlCF_ 'M'M N.C,0,0.T, 113TMOAR.05�
25, AI-t COINIMETEE RAMPS SHALL HAVEE TOMED FlNff%-4 FOR THE SIGHT-IMPAM-71, ,_-,_-p,N--j�,AC.`IoR, To Co',IITACT
CITY OF sJAC'KS0!-4'VItJ_E FOR T0,VjjNG REQUIREMENTS.
25. ALL DIMENSIONS TO FACE OF VJR8 OR EXTFER*:1�7, WALLS; A ANGYLES S'*"' -'NLESS ,0THERV61SE NQ',-f-_'r),
27� RAISED MUNCA7ED DOMES WITH 0�9 INCH NAME-IMER, 0,,2 INCH Pr_-;GI-4T AOND SPAr 0+4 �2,35 `,fl4l,';H CENTERS
Sw,ALt- BE iNSTAUED ON ALL HANDICAP RAMPS. THFE RAISED DONE PORI 011i CIF -ME- Sill-liAlk-11- rif cltll)_'1_01��Erj
"BAT'f-LP_l_3HlP GRAY" POR, NCCk0T &PEa:-lCA!-l0NS.
�
2 8. RESPONSIBILITY UPON COMPLET10tiq ()417 1-10f,4STRUC'PON, TIHE OY-WER OR ,OMER's REFIRE-7� TA-�vF_ sHALL BE
RESPCA15,18LI -70-R MAINTP-NANCIP- 0�7 THF_ LANDSCAPING TO lN50RE SUR'OVAL OF ,N__L PLAN11ING MATERIAL5,
'
29. ,�-Ll_ LIGHT BASES, FACES OF WAU<S, ANNO, A IFOUR-INCH STRIP Crr WAUK THAT MOMS AT n­IE rACE ARE TCj
BE PArf-ATEED YELLOMM
i I - I I I
I i , I
I I �l �
I I I I -
- �
i �5 -�, �t­ I I I I In
'
I i I ��
1­� - ­1 11 - -", I—- I- I A&PHALT PARKING LOT � I i , " --,,�- I I_
,
I , I
-11 ,7- 4 ( � , _, �
I i I � �_ � 1
'
� I I : - I I
I - . � A 11
--I ,,�
"?, I ,
,
,�; I
.,/ �
" ;
- ,
_') �
-1
�­­ ,i A) "I
� I ��, I
i �, ---- i ­1
`,s i, " �
� , I �c _- ��
, - -,
11 -I
I
____l­l__l___ ­_­________l__
_�__ ------ I _. ­ :P-
,_
TO-,i,t',,,,-�K-�-���-,��-:'--�--'�,j-,�,,-, __i
c
�
'i
11 �
, �
�tj
I A
?I
,
�
i , I I
,
V11
ii
,
-
11 ,_�-_ 17-,
IN, I
5
il�
- _llil�ll��
, AlHC i NITY
k - � S
rTCH
SKi,l- �-;,�
NOIF Tn_
SUCALE
_,",,` � - Z� -
; I I i 3 ,I _"`�, __�
­N, /\ ---- I I 1 , 1 , !
1,
I 11 I -
� I , , I ,-I,- 1-s " . ,I J, _­_
,
��__
_. 0 - N /F , � '_�ll ,--,"� \ � I -4 I -
I . -
I I , _-
I .01 j
I
,6EY CCREE-E-N- I,Z- 11 v I',- ­­ ­_ '_
", I
f'-� \ ,�_l r- r-" � --N /
'I, . 1 0,; , ! - � i � ­ Z �) �_,,: �­< / w
N � (__". H "-'H WA"-" 24- 1PUB11- I k_ / s � /
` ' '
­-RASS MEDP-'�N
GP<.,An-'N'G SEDIMENTATION& "R"SION v CONTROL
r_ N
STONWAIATER PR 1- 1A N
M
Revised 11-05-03 ( ISHEET 2 (D`F 6
1 inch = 20 f t- I - __

N
rn
J — 2- 42' ' x Zc)" n12CN PI P E-
uJ
V 34-•G Top of TE�'1Por-"/-�Y �Ta2%E
03Z,5 -roe or I�Ef2rIA#�IENT i�OND o
J -
2 LAYE K5 0)„ D IAr-1 ET E fZ2 6-,�I P gAP
TO EXTEND Z' 0 E L-0t1J
P E2i-Aat,J ENT Pv1.10 I,,IAT"t FZ
2(0.0 F3oT'i'Ur) or POD D
'5EcFi 0"
1= 3-7. O
TO
i P OP= co#JNEC-T#ON
L T %#E # �3E nT
Lu Q _
�310 12A5N 12Ac-K ��CITIf\iC�{ouND
x- — - -- —_ _ - — -- --- — --
l o �
o\a lo% 4
LAYS R5
Izifi2
j# E � a AT : >
/-\LdM11--L4p# t c l
ALUMI #jUM ANTI -- SC- EP
pLAT E,. Pi -A TE I S To PAC r�oiTED
TO A F LAt,I CI E W E L 0 ED Ta -FH E
PI Pl--- ANTI- SEEP PLA\Ti: TU 14AuE
PSI pE C U-FOL I T AN 0 j3(DL:T HOLE
r-wtp .ITS. NEOPI2 EOL-- 6A5Ke-F5 Tc)
f:39 La ai.I F^CI-I SI Qr= of-' ENE
r--"LA-r F 1 T
Top or- D I KID 'aTo
LINE : PRL.L.WAY, }3AGK5L0PE AND
P3oTToM of �aL oPE ,AWES WITH
EXCELSIOR CU PLEX LINER. LI N Ei;2
1-0 F3E 60' WIDE AT SPI LLI. Y ANO
70- W I I7 E I KI EX15T # O G C307-TO M
OF SLOPE AFEA _..._
ID
0
0
z �E�/, 7-) 3-gg FG ADDED �IC�E P3ET�i lEE P©e\I has 12��.?
w
f -
4- �5 Tc,-p aF TE M Pb R, k.r:�"Y �To k A 6 g
2,5 T(Dv bh PUNQ
Z 6. o #3cs> Tort r r r5b i -I D
-T-Ce OF 5451 L.L. WAY 3G. 5
m
(c,0' -r-;i P I L-L 1„ I AY
u
5'
40' VEG ET�� ► I\/`✓ �i LTEI�-
,6 S.`(. 2 L.r>iA riP RAP _
-
ExisT�N� ��`i"oNl ot= •SL.�PaE /-a�E.la ice! IT#-i=
�C��LSio2 GU12L�X LINE• LlWr-- : T-p 135 GO'
Sr2IL-LW/-\"( AF,-io 70' I lIr)E IQ �
E�c►si`INC� (30`i I oM or SLOPE.
To 5' LIP DITCP4
"���NK �,TN ,rr�g�✓sL"ICnN �.E�Io�
.� :� < � z~ � t.1 1� I; �C . a � � � ✓ �-I c� � � I t� i~ � 48� i T'�,
,G
PROP05E-0 (o' I -I I GPI GP-IAI #J
LIiJK FENCE ►,Ji -r
STRAN C:5 of ( R5EQ
WIf�r- r-OMPLETELY
su �rJo1 N Potco
— P;o Tor- or POND 1�--Lp-VATIoI.I Z�.o
3p��MAN�NT PUNK I,I/�TEI2 LE��CL 32• S
WA-fCP- LE\/EL 31.5
Top OF" PoN P SLOPE
�- • ICI LI GK 4 FI L L
E�CI 5Ti N � p# -t'GN
1
,
o.
- 353-7
ICAO
33 3z a 30 11J�/30•5 / �� �E�i
EAT"MEIJT PL r.#T— �# IPP. i i SEWAGE T1'E,ATMEI',IT 1LOr-iT \CK OF TC v
kE La:.-'" E .TAT'E
1 I� SY 2 LAYEt2{- I 15, �`" i"� I �>�
--
?ip CHAP I
N`/ 30.15 / f K
i IOOL.FZ4l�GP I
_ — , 7 5 � rat T l`.I
� -----{-- cam.
I � �
Top 0 rowo tA-0pF:- 3 95 L 1= 4 2 x 2r-) Aqr- i PI PS C A# L {
/ �in
3 303 Te tom# PL) F',Ar< `t' PO t� 10
�K
LI
91 `3 c 47 G2 . F T
�� /� �
f 39
6$4. tt� �;T ✓ �� i t s .)F~ �' 1 �+3�
t 11 ,'E 1I °L TEL Y i �ERi'1At<,E NT-
LEA ;P i.EtilEL �?
/'�
Tor F ��Kj LOPE t_ I
i`
40 1 '
_e
_ __-.___ .. ___ ____ ___ i
�Tr✓ k'
-� ---- L_ P 18 ' (' .. , I? �� �, 7�20
y
TO P1 �,10
4 SI~L.I L V rET: `
C� EWA6 E PUMP pt JPU ED i G,' C?C�Ut3LE }
`F T AT'I U tiI cp --3 i EEC 1� i I Kj 6 {
1 yEwA,C, F_ P U r-t P
PORE ADt)#T1oNAL- I N Farzm,4vic)�j STAT# orJ ---
1 ON t, 1 0K[11 A K I i3 I K . L-T
P ` `
-- - LA
C
1 - moo-
3 E O P
SIT PLAN
ELGV AI- UU`I LLT 3z.-'
TOP OF DIKE 3;0 5
%"OIA, Tr�ASMI IZAGK ALUMItJUP1 /aN� { VO�'i'E�, RI..A"�1✓ TO OF-
4-3'' AN(GL--S To F'Ro�lt7�r� IN T12/�,sl-� f�AGKS
�1UPPc�P2T TRasl-I �ac.� �' 3��s
/ L �Z!-� M '� P P~✓ P..P E L t� C I� "fU UL I TL. E `t
! PIPE. INVENT or GUNkIE.GTPON To OL-iTLCT
Pipe_ T4 g E AT EL-1=\/
�. Ili2 5
- ��UMINUM P.,ASE
24" IZ,F
NOTES:
1. FOR POND LOCATION IN RELATIONSHIP TO SHOPPING CENTER,
SEE SHEET 2 OF 9 .
2. ENTIRE SITE IS CLEARED.
3. A SILT FENCE IS TO BE INSTALLED PRIOR TO LAND
DISTURBANCE AND BE MAINTAINED UNTIL RESTABI LI ZATION
OCCURS TO ALLOW ZERO SEDIMENT RUNOFF INTO THE STREAM.
4. THE SEDIMENTATION AND EROSION CONTROL MEASURES AS
SHOWN ON SHEET 2 OF 9 AND DESCRIBED FURTHER IN THE
NARRATIVE REPORT SHALL BE INSTALLED AND PROPERLY
MAINTAINED TO ASSURE MININUM SEDIMENT RUNOFF ENTERING
THE POND DURING CONSTRUCTION.
5. FOR ADDITIONAL INFORMATION ON EROSION AND SEDIMENTATION
CONTROL, SEE SHEET 2 OF 9 .
6. FOR ADDITIONAL CONSTRUCTION INFORMATION, SEE THE
STORMWATER DETENTION POND SPECIFICATIONS.
AWTI SE CP PLA-"E
C)U TLE-r PIPE.
�" G�RRUC-�f�TEQ �-\L.0 M 1 hIUNB
TeA5N RACK I.JI-rI-I %aLLiHIt-,ILIM f4" GOIZIZUG�TEo ALLIMIWILIM
,-,i2ATE `3-oP. GRATE TO HAVE EZISE� PIPE
I"DIAMETER (M/3+X.) C.)PENIKIGs
/ANC? TO PI-5-7 I leL.0150 TO i�RASN
;�, C+ K TOP ---ALUN!PNUM ANTI-voi;�TEX
PLATE.5 TU i:3 E PRov I o E o
I IJ TI�AS>r i RACKS
V`
S /f
4
�v
S
� V
` ILL N /-1 i DET \ I L. ,z i►, F
owN sto�� ,
.:. ` ram;. ,. d SE AL `
A _ P,-�Bafla'7Ass ciat sInc. 14575
I,-j 1-4 I ,AK -T-w F U N L o w CIO., K1. rl. I L L. E
J&tw4l and c444,oc�, Jnc-
CONSULTING ENGINEERS AND LAND SURVEYORS
F.O. DRAWER 976
JACKSONVILLE, NORTH CAROLINA 26541-0976
919-455-2414
DATE r-lARCH SCALE S QO-T-Irk DRAWN F^��
I h
••.•®a•••
EA irk -
SHEET NO.
FILE NO.
DESIGNED TNT 45 APPROVED

m
[I
EX1T.I� C WHITE OAK
O
TIE GUI2f� OUTTEi? AWGfi , ., �
7p4RC' � ,/4 6 I LE NORTHEAST
ELEVAT 10IJ� I0Tn
✓'�� { ON�\� CREEK 1 0 550R0
gt,I�TI IJ Ca A Nta�,T � �� pc
SW
IJj
N F
N/F / N/F W`t
Z BEULAH D. AND CHRISTINE.B. SEDER G N
00
20 cr►\J N/ _ HOWARD D. AND �.
DONALD DEVER D.B. 363 PG. 653 - � SITE
'��'C \ MACIE GREGORY
-� � "A MAE .TURNER
o��,' D. . 367, PG. 66 EXISTING FENCE 1 D.B. 333 PG. 134
� o ALONG B.�I-a
v CAMP LEJEUNE MARINE
CORPS BASE
N16°42'35"E 38 38 38 ' �- o
32 38 38 / �l 't� 4
I o
I I3 (i, N16°42'35"E - 686.25'
f
_ I
�(�f� — — -� 36
_ ---.— _ 36 34 -- _ --- — — — — — --
P —._ _ — — — — ���_ �� r— �_—
_ ..._ - - - - - - - - - - - - - � - _� - - ._ .� =- -' -� RIVER _ -- - - -- - - ---T-
_ 4
— _—__ ------ — _, — _ _ _ _ -. �t.
- --._ � J 3 NEW
!
- ---- —------- 3 --- 37
3 It �36 34----____ o --�_ _ 22 _ _ - OLA 0 W IT(� F
IIQ_ 36
— -- — . � � --- �$. �
} II 3Izo floe OF VICINITY SKETCH c NO SCALE �
pq �.
e- C >
V
t 1 I I ".00 38 �--ti/ 37 38 4S
TDI,�,� loo' 4t. _ p I TOE �d I i f
o " : \
r1C7 t t+ I��iil ,1t�\\ 4 GARDEN SHOP I 1>. oP,. E9.05 NOTE:
'�� 1 l 2 Ln 37 17 I�/ro,4 ' p _
A-
1 1. i �1 4�\ \\ 5,000 SO. FT. ®!
' 11 U' OUTPARCEL \ \ cJ%1 LEAVE EXIrSTING ASPHALT SHOULDERS AND ENHANCES WHERE POSSI fiLE
~t I N a,4 \ t t F r \ r� P ,� f TO
1 IN. FLR. ELEV. 40.6. o w g T
\ 17 I \ SERVE A S `PROPOSED 'BURN LANE. AlZ !` A S R EQU I fit. I NG ADDITIONAL P Ali- I NG i QII.
ti TURN LANE SHALL BE 10 tt CABC AND 2 tt 1-2 `B'C<SC
40.1 PER D.O.T.D,O.T. ,
O.9 9 A C S . � STANDARDS.'
.
�t t \v } }11 t t 23 9' - 4 "tD i
PLY SURF AGE COAT TO ENTIRE TURN L Aid E EXTEND SURFACE
40A �S �° A�NA-T o I; - U F:CE CO TO'
cv Q \ 391���\1 \ CIINNEiZ TO E QV I i EXISTING EDGE OF LANE LINE, AND FEAIIHER TO N'IA EXISTING I IZ M E AIJP 6.-4TPAOCI ,
39.2o TCI-I �:�� F.�'Vi�,NT.
20°A��NALT n�IV i 17 t+ ++ IZELXATE MV4eV poc.t� � - � � X `T J T
1;7VIO12 TO
l �� ` T'
12�!� YTLIGTIDtJ. Mp
a17C�UTI�Ib T 38- '`' } 1 1 38.�ti } MtG°1�LL EXIT o !7 G'�: ,,,`-.lT' s`;
'gfl•�a }`.i I 1 136ToI
19C� ua LAWS -
T AM I?f ll*I N 1 i 3 40 PI"TGI-I A� 1 �C� IC i 40.1 `•;
INV_%-(&
N/F J] )Ih� rlzAclT EI ( XIr1T1 C� �S
HOWARD D. AND t12e I�'LAIQt2 X 1 3939
MACIE GREGORY I } 1 1 tf}I2`
D B. 333, PG. 134..
t �9 40.2..
G.i. �� Illy 3�� 40.4D �99© "-- SI6042'35"W - 220.0'
- - I7 \ \
37
V 4 _ �- �� 4a/2 40.0 ' O I I�l1Et'7I� GI20��71w -�
I NV. _
r_
.
L C%0,
37 r 34 _
1 / 1 t 34 D39� _I: LEGEND
3\ �� , \\ I✓X ICVTI kj% 5TZ?IZI' 0 36
�r� �� \ 38 \ �,Ca)� hl ? _ 1 \ \ 37 ( ,- ) ( • POWER POLE
1 t \ 1 , - \ n \\ 38 r "� 38 — I
tl 1 D - -- _. dOlS OVERHEAD POWER LINE
15 36I8
\ t DEPARTMENT STORETDr
86,479 S0. FT. 40.40,gp 37 \\ \aP ��?�}-QQ.� _r ,.__ DRAINAGE FLOW ARROW
FIN o \\ I -4-x INV 31 4 - ,
FLR ELEV. 40.6 \ �. �y� �TcU
TRAFFIC DIRECTION FLOW ARROW
36 i'" 4a.4o ° p 37 11 \ a \ �+I Q ' u
AT
2 ` 4 I _ _ \\ \ 1 � �
\ 1 \ I t 40
39� :.9,� LII ; Oj SEWAGE PUMP STATION
_.
1 /
STOP-g9,9.39 BACKFLOW PREVENTOR METER BOX
34//r EXIST. 20' ASPHALT �D.40 4 - 3� / ,60 39
34 \ L` PROPERTY LINE
a TOTAL P ,�- -, CURB AND G
3 : 1 O AL PARKING - F UTTER
C 1 C 645 SPACES
C,_S
\ P
t1
6 37
3 \ T �I�
\ t L.r X
x ,- S ING SPOT V
., ELE ATION
I r_
L
i. N _
.....,_1
- - t► _i IOG u. PROPOSED SPOT ELEVATION .,
\ \\ r 1rLLQN
Tor , 39 4C °„ I ' . C.B,. CATCH BASIN
\\\ \\ \ t
� 3 , J INV.
II�Y IN '��u.�4' � <� :l z I , 1 �; cn � I E OF PAVEMENT
\ \ \ \ \ \ U
3s
/ff_�Eoou I t / \ I — w
57
f
20
- I I 1 �.OV EX Ili
(�
40 ��,. 1� 1111 o. �,� 40.8 I t--I
,
Tar 40, �-, 1 t ( TO V 40, 01D I 1 I ICI FeO l E44 J i �E
\ 2•'1 \ \ I"G 9 3�1 t } \� - I N\1 I-' I B'' , 'C�. I i ° : 00AC7� 1 Ue VITGI
F yy 1 �^�.�
P
60,
et I A 1 �
A
\ 2 1.A r n
\\ I i00,
a
�75T1TiJ \ v 3 '�
38 �- y y 5' � INV. �7.,�4 39
II�iV OUT co c3 �?V 1 \ \ CONC. CHUTE ���r 4 ? r= MAR i 85
�. ti �� 40,0
34 17/� 4p,6 w i \ INV. 37.8D. :
FQ 33 I \'' �;, A gO.I O \ Regional office
M Z., /'�
w w.. t _ r
° } r _ C 7 o r/ r j 't � Ld/ �3 C0 IV �' �� �
\ IN�d OUT 14t1.16 _`-' 4a I I cL �,:1 t 9l�" \ 32'S5"W - 188.30' I +
S L____- 36• 36 38 �%16 % # Ii ® ��49 /
\ I r---- z I I M. 11 )C{ T --- \ EXISTING C a G. i
.XI�T►I•�-I� �1`TG1-i TO 13E % --� ���,�� Coo
��1 i2ADE 12 1 IJ T•J-11 c� �\ 19 — 13
\
19 39
SEA 1-012ENIOV 2�� �� \ \\ \ 0 (� Q
_ O : /f_._-------- �,•� �1�-►►, �4k 38 37 � j � � l� U ,! (�
i IbH �ap�T \ \ — — — �D v t �. ✓TIl � ` BAN. �� _ _ 1 l
40.
C19
4S
,
4 ,
37 EXIS ING 60` , ----
\\ \ IASPHALT ct, 40 3�.2 N/F PROJ
i 2"\ \ , . I COASTAL LAND.. �..
Ora Y �fi
10 �'� 2 LAYE� c� ..-'-� � \ \ \\\t\ �%� I EXIT. E.O.- �• INVESTORS, INC N
„I• ICI I 'Cj�� �-�.-. ` \\ \ \`\-2 37,? 38 39 i N 60' Q E7CI,`?Ts D B 833 PG 839
--- p ,r— q
r
Y
SHOPS /� ii // �, �- .,
LIB'S 2,400 SO. FT
FIN. FLR. ELEV. 40:6-' EXISTING PARKING AREA i OWPIP
(.� � G, 1 n i • � Ste" � � .�� 1'� , ��.
G E R X ¢ f AN",-) ° � E LAND PLANNERS
\ - I e76T J, b. OVE� ITT I IJC�
- \ EXISTING v EXISTING CONC. ;
r t" . A.1 ;g�
\ O b V TIIJ G LYT
I�LA��� G. FOOD LION . SIDEWALK a � ISM CZAI!`I I�IPE� IZE�O E �Xl`� C� CAN R GI�I.ITB
I N�1l 12E �XIIJTI I' P .
\ \ 36 I °.• TQr '�~%�,1 � eL.Ai ( UI2� IIJ LET
pc)-r SET I ICI • \ \ \ 36 ECIvr t 1 �v � -:�1- CU12e CIU-�TEIZ LINT LOIN F:b4KJT,
GENERAL GRADING, DRAINAGE, EROSION
38 36 36 I IJV IN i� I` I �t �� �I.. s I,'. i l l�.l '9 c tj i2e) � ourrw O L:. i A T I O N CONTROL PLAN
TI 6. &. AN L12 .. AIJ P AO PHAL-r To COHOIT000b
I%LEVAT,IOQeo INTO I�IOw T4 cI`I Lj(,- o0.
EX.I �T I � b I /A v- K 106 AVER TO � � Pro-
jj (��(�'�VJ (� j�' (� I r`IV, O T 9.0 U U \JE U � U� E l��— !J \J m � ro [0EMI ?V I� A1�I0 �pLAG Ei7 WITI-I :tl L— I!— U U \1
Q 6D 12AC I'EP `ELEC-T 0 J_rI LL
GENTEn"2)�"�i.AI�✓�C►_ I ADD9T9OHS
} Ott Tyre j:' 2
r
INIAT�I-I fm,�F'% .TO Map. ELtVAT lolJe.,?
WHITE OAK TWP, ONSLOW CO., N.C.
XITINC� I�AI�INcE TIC �� OWNER:
(Ind
*jaxr
t IL
Assoc�at�s Inc.
h E52i1 JACKSONVILLE, N.C. (0 �,fIS41
DATE: MARCH 3, 1989 50 25 0 50 100
SCALE: I" = 50`
CIATES, INC.
ccnsult ;gig crrganear5 -land surveyors
SHEET 2 OF 8 JACKSONVILLE, NORTH CAROLINA (919)- 4�%D-2414
FIELD BOOK PINEY GREEN SHOPPING CENTER#2, PG. 1 -56

rn
_j
LIJ
4 -rbP or -r5i-1 (20C?v-\F\2Y 15 T or</-\
yo
--ro P 0 1--- 01 K F_ 3-7. 0
r1 L, Vj
� O
lid
X
� oov"' , 1/11, r 1 1 1 W,\/
LAYERS
06y- & lz,f
i 111
la
0 1 /\f2, i;� Ll G /A T r- 0
/-\LLJMlt--IL4"prPE
a L_ LA [-A I r, I U H AH -1-1 - SC- F_ P
PLAT E. f9LA T-E I S TO OE
-T-C) A If LAH 61 F_ �,4 E L 0 eP TO TH E
ANTI- -r C i-o i4/-\v E
r-'I P'15, 6 Ll TO LA T AN 05 _[30 L-r HOLE
C_ L� -rC) Ll -r5;,. f-4 I� 0 EO 6� 6 A5 I/\ 1, 1- 5 To
1-0 e rll-r
P1 AT -ro I t-j 5u k" c �-�-r e I�z- 7-1 GIST- F'I T
2- 42' ' Y\ Zc)" /-NC_0 PIPE
f;�2 I
LAYSK5 r-)" 0 ET Ek-' KAF
sz�
0 70 C / T E N G) Z' 0 E
PC_12_j­lA0r_l-JT PC+J0 I/dA-T t 1 L.G L
21 %o P0-T­rcwj or
_'5LCFl 0" A—^
00 �c/M-r-
0 U T -,/GkT- OP-
E7F _;E 7-b OC AT
L E--IAT 10
5G", TI 2A5P 2/6,61K
_7 '34- 15 -FZ5--) or
2_'
'Q, o
1-01:2 or ®1 K E. �7. o
LiC, SPiL_L-WAY F3ACK5LOPE- AN
F,07-r()tj OF 15L'OPr- A2E:A WITH
E.X(.ELGI0R CUPLEX I IWER, LIWER
TO F3F- 60' WIDE: AT SPILLI,.IAY AND.
70' WIDE I KI EXIS-rIOG 90T--r0M
OF SLOPE AREA
il
7-13-8c) r6 AIDE® PIPE [3E-rWE:E:j_j P0Kjp5j,,, r2EL.,j
lZr_\J 7-1 U - ibc) LL r2ot-4 P, M 5
t' 4
z�,o i5or'ror-i oF r9(,,r-iu
CT I Ot,,_j E3
1­10 GA--AL-C
Top or 5PILLWAY
3
f'0' �PIL_LL-JAY
a
a
r-Br-K"
LlNE SPIL-LWAY,
klIPE AT SPILLWAY Ak4o 70' wl I r)E
eyw` -rlw(_A r,O-rTOH or St_OPE'
L" EA
V L. ex L_ I Kj E 1� I`_j c i I`_j P, W I
F_
4 r ie /-M L;iTt0f,,lk-L
r11
i.
40
G LAY r f?
15EwA6c_ Pul-lp
'51_A_rl 0 tl
3c)
10 5Y 2 L-AYC- k(j
91A kip p_-Ap
4If
3 L r
r- T_
`39
F-F 40. Lo
pI;2'opo'5c_o (6' I--IJGI._j
LIKIK, FENCE I.-IlTH
6TR4\r-jC6 OF Py-\Rr3r_u
WIfZC LOMPLETELY
pol"jo
p;0-1-rot-1 Or 12OWL-) JLp,/A-rjoN 2(p,o
32.5
I 5_0V0l,,,AKY POUF WA -"CI?_ LLF-VEL 3�-
--TOP Or f2OKJU SLOPE
[-/luu< 4 rILL-
/01 eAl 5
LL(i Cv D' g stop /f
10' E/,l'-; I I tJ C-i —1 I/Al k-1 L-1 ki K
�3416. K OP-
pplo R.Avrr
I /' Uk?F� 4 6- u-rTCk
75'
-7.5'
o'
�`` - { = - - � Ivy' __ -_- -'F � `Jf�
J Top or F7()Wr
�-A A 71 C L +
'Nz
LINK E 147_i i 15 1
-7
I <f 0'r-1 PA L T, F_ I
OU KI G, i t4 _54
F_ EVA
-fo r2
fZ/f? CITCH
WA-Fp7rz 4
4A�JIW6 t.IVFC
/AC, P7 L.I t-1 r2
1 j
L_ OCA
CAL-- 1
`37
3(o
ITS P L
15
TOP OF OlKe_-3(o.c5_
-r2A51-1 _rC)
AwGLr__s To
IN -rgA6H r-Z,ACK'�
_rRAc_,V4 RA<.K-
1'.1 r- L-D c-- o -'rz) c)
PIPE-. iwvo�-r or c.Jt\jkip_Lnc)tj -r-v ol-i-ri-ET
/-\LUtAIWLJM
4
PIPS To 9E AT E-L-F-'-/ 33.U.
-rk:7ASH RACK, WIT1-i /_\LUHlKILlM
I
Z4" (�0;ZIZUGA-rF_:'0 ALLlklIWUt-1
fz4N-re TOP. GIZAT'E To HAVE-
F�lsep_ PIPE
(I­1AX.) C)PeNIKIG5
/4j r WEL,0150 TO
l-K TOP
24"
�A-reS TO p3I;_: P;zovloEo
IQ T;ASH RACKS
6 L>-rTo M r pu �'j r, Z'
NOTES
1. FOR POND LOCATION IN RELATIONSHIP TO SHOPPING CENTER,
� r--) e7'rFP7 ki
Pow o
LA
4m
SEE SHEET 2 OF 9
4
2. ENTIRE SITE IS CLEARED.
3. A SILT FENCE IS TO BE INSTALLED PRIOR TO LAND
F, and SEAL
DISTURBANCE AND BE MAINTAINED UNTIL RESTABI LI ZATION L_
ssoc ts Inc.
OCCURS TO ALLOW ZERO SEDIMENT RUNOFF INTO THE STREAM !at 14575
0
4. THE SEDIMENTATION AND EROSION CONTROL MEASURES AS I tL
SHOWN ON SHEET 2 OF 9 AND DESCRIBED FURTHER IN THE
T NARRATIVE REPORT SHALL BE INSTALLED AND PROPERLY
L 0!
_
MAINTAINED TO ASSURE MINIMUM SEDIMENT RUNOFF ENTERING AK SHEET NO.
THE POND DURING CONSTRUCTIONS
5. FOR ADDITIONAL INFORMATION ON EROSION AND SEDIMENTATION _&et" and j44ccia&, SHEET
� O�
CONTROL, SEE SHEET 2 OF 9 CONSULTING ENGINEERS AND LAND SURVEYORS
6. FOR ADDITIONAL CONSTRUCTION INFORMATION, SEE THE P.O. DRAWER 976 mm
STORMWATER DETENTION POND SPECIFICATIONS. JACKSONVILLE, NORTH CAROLINA 265411-0976
919-455-2414 FILE NO.
DATE l'-1ARCISCALE �O-T,_CC) I DRAWN DESIGNED ThA,5 APPROVED
ca