SW8960705_APPROVED PLANS_20180403 (2)

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW8 %moo-165
DOC TYPE
❑ CURRENT PERMIT
® APPROVED PLANS
❑ HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
2 018 oy 03
YYYYMMDD

Z:\Land Projects 3\MARINE CHEVY (to grid)\dwg\MARINE CHEVY-Areas.dwg, 1/25/20181:29:30 PM, JLM
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PIPE 0+7$
F3" rY 1/0
r
CONIC 7
GROUT
FILL
4'
NOTE.: COVER TO
F .
.4;
4
u B�
4.A
-04 RE -BAR
6'
J
EXISTING Ie"PIPE PER H
EROSION COMrML.GMING. It EXISTING ROAD
UTILITIES PLAN PREPARED FOR c9 '% -_- - -_ _- -
12" O.C. EACH VA PIPE I.D. + MARINE CIEVROLET-GEO. PREPARED -
2" ¢- BY MQKIM a CREED. DATED MAY 19%
-- -- __ _-- ix
m I --
<
, /4- cow _ _ _ Q
EXPANSION MATERIAL � _ •� -- - ' ---� � Lj '1'.r _
1 rJ
ro°tlam"a
ROVIDED WITH TWO (2) LIFTING HAND
TYPICAL JUNCTION B
NOT 1O SCALE
-Lr
mac
'T
PIPE D+ 12
S 38' 56' SS' E . 40. 00 - ---- -- - D d�
1 30.00 to.0 R,W
08•
d- ----� APPROX. LOCATION OF 20' UTILITY
28 p EXISTING DETENTION PONDg _
\ • - --- EASEMENT (ACTUAL ESMT. TO BE CENTERED
♦ - '� " e ; ce. J \ qT . ? - LP ( ALONG WATERLINE AS INSTALLED) 50' MIN. _. VICINITY SKETCH
LENGTH
NOT TO SCALE
` r PIPE LD.+ I �- -t-
- ? CCNSTR'JCT' N
I.' - )
PIPE LD. + ,.�. o r� z E9 'a 3..5 - I /
_ 1"
W CHAIN LINK FENCE = c9 / / ENTRANCE j
CB `i.-� _-_ _++_
t
tES 3' 0 ( 1 ! }Ny-42. 33 ,���' - '�- - -- -;a- - - - - - - - / I� 2r MIN
OX I •� i 6 d£ 4 w,5/'' (SEE NOTE)
1 j I;9 +87. 53 ASPHALT T87. ' - +4- :.. +45. 09 +4E +4➢ 3O E 40 s / +� Xg /
.� EXISTING IrPIPE PER O r` X: c/ PLAN VIEW .
�e+ ES La7:6< . s EROSION CONTROL GRADIMG. 6 ►d '-
DEIEY BAGS. INC. 241 X. 3e" �, � ,. •- 2 � / / �,�.. -
Y, > MARINE UTILITIES PLAN PREPARED FOR M. B. 34 P. 150. SLIDE J-417 t
DROP: INLET t7hBN- ! '- - .` _ .� , PREP, RED E_a Son stfuct.
Y�--�-- � r�tEVR�.ET-CE0.. �` r'P4E I tfr Specifications
I `9z BY MCKIM a CREM DATED GAT '996, I - I I e g �\ / // .�
I `a. �° .`t }a7. 45; (CONTRACTOR To VERIF9 LOCA' (ON of ,/ ! I / 1 i!9 / 1. Stone size -Use MSHA size No. 2 (2-i/2' to 1') or AASHTO
INVERT of PIPE) I s i FHA- /f
! h /,` / / designation M43, size No. 2 (2-1/2" !k. 1-1/2" ). Use
R/( crushed stone.
Fl11 GAeI+T , �. -a,- 2. Length - As effectIvic but not less VU;, ;-feet.
�. �Q i r r M1
Arvrtox. INNV}82. 0.i +<7, yc , , �.� ' / _ 3 Thickness Not less -than six 6 incttlP
+17.98 :N:- -'� '.-�,s..�--_.Ltr_-, I 9'._ y 1 _.� -+G.'m �iF;'- '� - _ 4, Width - Not less then full width Of oft poiRfH of
{ EPK lh�Zg :r /3%- - j fi .- �bc °� „ ftWeaa or egress. Minimum of 12'.
S 38' 56' S5' E 48. 30 200. 0 s MARK IN BASE 1) _y,ix y 5. Washing -When necessary, vrflsals shall be cleaned to
-,' +, •s - remove sediment prW to entrance onto public right -of -
it shad be done on an
n w I , / .i - way.. was y mw T
4.1 • 4 i. r i I o kjB,
A' /4- '3 l areastabilized with mtshed stone ~. drains into a:PROPOED /V'// / approved sediment trap or sediment basin. All sedimentI CURB GUT?ER G ��Y(M t5 shall be prevented tram entering any storm droln, ditch,o I I = c Ld T � P u or watercourse through use of Sandbags, grovel, boards2' C'--y s" •- s<- gT4�•<m I or other approved mothodt.in f t I _-_- / 6. Maintenance - The entrance shdi be maintained in a
4 a o I LP'condltian rtlich wSl prevent tracking a lbwinq of
sediment onto public rights -of -ray. ThN may rsquire
dressconZI I+s- I v' ! I I I I - - - demand d and repair and,-f- dean of any ameasures used to
YPICAL DROP INLE I ! I i s, PROPOSED .1 ,
TOP>4i7. 6 <R t i s rap sediment. All sediment. spBledt dropped washed or
NOT To SCALE _ i 46. 30 I INV-43. 98 ! RCa I-�, ASPHALT ( 1 > _ y _.
tt 8• j +<' tracked onto public is-of-wa nl be removed
i ' 'T tm 4E ➢ , < i C @ immediately.
0 504 I 1 TOP
1/Y M0N HN9psANE tlAYH - { 1 -� -
48. 4IN .42
PROPOSED -4t : DI
4 TOP�7.oI-2 ASPHALT
STABILIZED CONSTRUCTIv"I 8j
TRANC(D-5)
tn INV24 I 48.5 LP _ r-
- N I - ��- r-, _• BLOCK FILTER I f - NO
yv SC A:.E
KENNITH WHICHARD - i - iJ ;-.-/./-.. -� �.- _"J _ /► I Ia= c. _ _
S- B. 858 PG
I 1_ CONSTRUCTION [j ! Y4• (I '� BLEEDING SCHEDULE
.I 32 •-� jr LU
I rJ '; ENTRANCE J T I ( % SPREAD 4- TOPSOIL OVER AREAS TO BE SEEDED AND ESTABLISH UNIFORM
r
fi rooHeR[heLoac GRADE PRIOR TO SEEDING. APPLY LIME AND FERTILIZER AND WORK INTO
-; �na(o�o(�oaaoapa� ►o SEED BED, DISTRIBUTE SEED UNIFORMLY AND COVER LIGHTLY.
�U ) _ �'x APPLY CLEAN TRAW MULCH OVER SEEDED AREA AND ANCHOR SECURELY
s,-` _ , `�+ WITH STRAIG�-BLADE DISC IN FLAT AREAS AND WITH ASPHALT TACK
1
N ,"y t - .6D ' YA6NN: _SL. _.. .EXCFEp .at.__..._
MATERIALx APPLICATION RATE
I n ci I 48. 45 1
eASeN '4..- o I _ "< '; - - e+ r �,r� I i �� LIME 2 TONS/ACRE
1 { m 204' �! 48. 70 i 20% SUPERPHOSPHATE 800 POUFS/ACRE
A 1 I o 48.7 S 0 8. 0 I - 3
Q O: FERTILI2ER(1D-10-10) 5000 POUNDS/ACRE
EKE) 1 i 1 I c I d M. B. 34 P. 150, SLIDE J-4i7
I r I �f4� ': -<- APRIL - JULY POUNDS/ACRE50
-31
FESCUE, Kft
C �~to sum SWN■ - - I =Gc' E> +sE ss i j' I _ `4` 1_z f ( 1 - BERRMUDA (NULLED) _ 10 POUNDS/ACRE
aE 83 ♦9 Cy
I ;1 I JANUARY -MARCH
I Li1 3-A ( 6 U14FESCUE, KY-31 50 POUNDS/ACRE,
4E LtaTH I ' Mo" I o vi 1 , T. O1 AC 01 { �( BERMUDA (UNHULLED) 20 POIkJDS/ACRE
E "( a❑ aD 1 < I "1 I " LP
RYE (GRAIfn 25 POUNDS/AC(tE
1� I,� <y� S�UT�RN CRESCE LLC I o }<- _-
1-�-�tT F' 4 D- 8j 1484, 8 L I �1 I - SEPTEMBER - NOVEMBER POUNDS/ACRE
ACRE
ril��.g}}--�"-ti�� j i1:' M.8.34:P.1S0,DE J 17 NI FESCUE. KY-31 50 f
L;JIJ ❑❑ 0 a� _ - 5G' X305' s I
JOINT ACCESS' MUL2 TONS/ACRE
CH
I. I i ASPHALT TACK 300 GALLONS/ACRE
'' -,.. - - - - 1 I � 1 °' DI PROPOSED I I
i TOP-47.3 I-2 ASPHALT I I LP
NOTE: ORNER MAY VARY SEEDING TO CONFORM TO LANDSCAPING REQUIREMENTS.
--- .-------I I I �a i D INV-44.8 I I
1-1/2" BCSC TYPE I-2 ASPHALT
00
000 Q0 .. 00 47 �� 0v 0 00 o0o
8" ABC STONE
off* 00 oo 00 00 00
G oe ._1 O0 0 00 0 O0 0 Oo 0 0
1 /2'
PAVING DETAIL
v NOT TO SCALE
6' I V -6"
„ 3- RAD. 1/8
x
.Y
x • %
Y Y Y Y • %
Y Y♦ Y • %• M ve t
.Y '� Y A Y • %
.
Y n
Y Y •Y Y Y Y
Y• Y•Y • ' '
2' -0" _1
. 0_ T. STANDARD 24" CONCRETE CU
SCALE: 1' - V -0'
REFS: D. B. 1484 Ptf 550
M. B. 34 P. ISM; SLIDE-J-417
CUR
ICH BASIN (D-Bl I ' ,_ - --� iR�OASSPHALT SLOCK FILTER ( s � 50' M. B. L - - - - -
----------------f---�a-----`�-- - - - - - - - - - - - - - - - - - - - - - - - <-_-_------- ----
1 ac
�-
3z' 1 I \ IRRIGATION a SEEDBED PREPARA?ION NOTES:
I 'I LP TOP-46.95
} ' RAISE C. 0. TO, ASPHALT ! I I I LP VALVE / INV=43. 65 T _
I GRADE AND COVER WITH BRASS 2. AREAS CTOWBEESEEDED RSHALL ABE RIPPED BAND NSPREAD WITH OAVAILABLE
�AN
I ( i SAP. t - - - - - - _ - - - J- L - - - - - - - - - - - - - TOPSOIL 3" DEEP. TOTAL SEEDBED PREPARATION DEPTH SHALL 8E 4' -5' DEEP.
- - - - - - -+ - - - - - - - ^ - - - - - - - - -
�7*/; - - ' � 3. LOOSE ROCKS. _ ROOTS AND OTHER OBSTRUCTIONS SHALL BE REMOVED FROM THE
' "=YOP..49. 4S I PROPOSED C. Of AREA TO r C 0 SIGN - LP SURFACE SO THAT THEY WILL NOT INTERFERE WITH THE ESTABLI90ENT AND
APPROXIMATE LOCATIONI +<e �E CURB 6 GUTTER 4466. BE GRASSED 30' UTILITY o. ', {� t MAINTENANCE OF VEGETATION. SURFACE FOR FINAL SEEDBED PREPARATION,
f INV-37.821 AT FINISH GRADES SHOWN, SHALL BE REASONABLY SMOOTH AND UNIFORM.
6'sErERL1NE o �' EASEMENT _- _^ -! _ N-_ - 4. IF NO SOIL TEST IS TAKEN, FERTILIZER AND LIME TO BE ACCORDING TO SEEDING
-I" o `'_''2• SPECIFICATIONS ABOVE. IN ADDITION, PROVIDE 15 LBS/1000 S.F. OF SUPER
APPRoiSMATE LOtATIOH I ' I _ A FH - PHOSPHATE.
Wy 49. 10 H -_--N "56'S5" W�` - •-�-" --- 8r B - 00 MARK IN ONC. 4 _ > �v_--�( 5. IF SOIL TEST IS TAKEN, `PROVIDE LIME AND FERTILIZER ACCORDING TO SOIL TEST
8. 60
-4- --_- _ �. s----- -� 1 - REPORT.
R� - - 1 �.`y' ,•4 �. •, ^ t� - - _ - •• - _ - . 6. LIME AND FERTILIZER SHALL BE APPLIED UNIFORMLY AND MIXED WITH THE SOIL
2 _ .•n.
-''--"'`"'" � � •. - � PP DURING SEEDBED PREPARATION,
1. - vt -- --
. .A ' - - - M», .. >_ _ s20.Oo' TOR aF LEGEND,
30.00 a a--
- -a9- s - _ _ _ - _ _ To -- v1uGeEo . - ..'_.._._ _ _ _ . w _- �Y
. " - PREP RA
-'" �-EI(dSTINGTi'- ----- -- -- - - --- ---47 _ - ,
• CQHC SIDEWALK - PEDESTRIAN ESMT EIS 8
----__ -Alf- INr-sa.-0Y_ _ SISTRIAN & _ EXISTING IRON STAKE � `?._ -'
t Nv.83 se - -46 ----- _ - `------OVE-RHEAD-ELECTRICAL LINE' _ _ ,.
24"RCP .i9.7T - _
EIP EXISTING IRON PIPE
fit.----1---- ------ ----
+6 -------- --..<+L .a .rr-*•�----��---_ --__ .--z�-A}----44 S_ ECM i EXISTING CONCRETE MONUMENT - , -
1 ..�,f.... NAIL
- - - - - - -- EPK EXISTING r,
*a<°: � _ - �---z-'--+e--- ._ - - --- -- -- - --� '--- -- --------+e---- = XSTINGPK
30 00''-- CADITCH SIS SET IRON STAKE
aT_ / - - --------- - ..------'--- -- = .-1^� �. ,:,,,�
( --------SPK
--- - - no- - RCP = RE INFORCEDACONCRETE PIPE yI3� PARKING LOT PLAN
--A9- - - - - - -- - --- - -- - - - -+9 = WM = WATER METER PREPARED FOR
f, t1
_ __
yo - -so--- - - _- A'44 ,9 - -s -- - - -- -� '� Wv = WATER VALVE
M INE CHE�IIZ- L
h`.. . .
' RAD. - \ .% -- - - - MH MANHOLE
- - \ G. G. = SEWER GLEAN OUT SOUTHERN CRESENT, LLC
4- � - -� - Ye -. - PP = POWER POLE
LP = SECURITY LIGHT JACKSONVILLE TOWNSHIP, ONSLOW COUNTY, NC
N. C. S. ,` R. 1470 ( WESTERN BLVD. ) - 200) R/'[M C/L CENTERLINE PREPARED BY
R/W RIGHT -of -WAY JOHN L. PIERCE - SURVEYING
N/F NOW OR FORMERLY 409 JOHNSON BLVD. JACKSONVILLE, NC 28540
FH FIRE HYDRANT
PHONE: [phone] DATE:NOVEMBER 10, 1998
1. JOHN L PIERCE, CERTIFY THAT THIS PLAT WAS - - - DI V = DROP RINLET - SCALE: 1' =20' F. B. 422 , PG. 3
DRAIN UNDER MY SUPERVISION FROM AN ACTUAL SURVEY -F- = W CHAINLINK FENCE JOB # 984452 FILE NAME: MONA3A
MADE UNDER MY SUPERVISION (DEED REFERENCES SHOWN -
& GUTTER - IEREOH); THAT THE BOUNDARIES NOT SURVEYED ARE \.,:..(tt;;at:Gut.A, -E- = POWER LINE
CLEARLY (NDICATM THAT THE RATIO OF PRECISION n s DISTURBED AREA = 0.98 ACRES JB = JUNCTION BOX 20 10 0 20 40 60
AS CALCULATED IS 1- 1a DOD.. WITNESS MY - , ji'1 CA - -
ORIGINAL SIGNATURE. REGISTRAT[ R AND SAL - EXISTING GRADE
q►quMeE �_ Fn_
THIS a(J3Ar O ANd{J I9� �T 'gyp X 48 00 PROPOSED GRADE SCALE IN FEET
sEAL
SEAL
r•
PROPOSED DRAINAGE FLOW
1
PDf REG jN VIA EMAIL FILOVI HLt.BN MATrHOAJ

Jacksonville Commons
FD Imestments, LLC
D.B. 4167, Pg. 801
M.B. 67, Pg. 74
0
Rev.10/10/17 JLM - Revise pond avg. depth and allowable BUA (c).
Rev. 9/27/17 JLM - Add amphitheater and BUA, revise DA boundary and project title.
TRU 2005 RE I LLC
D.B. 2600, Pg. 690
M.B. 42, Pg. 207
E.M.
Ac. - Acreage
BUA - Built Upon Area
D.B. - Deed Book
ex. - existing
M.B. - Map Book
Pg. - Page
RCP - Reinforced Concrete Pipe
R/W - Rights -of -way
� - Flow Arrow
--- -- - existing ditch
- Woodsline
` SEAL
37928 = o t
'�2'9'Fti'GIN=t / o�i7
Overall Stormwater Exhibit Map
RICHARD RAY AMPHITHEATER
AT JACKSONVILLE COMMONS
Jacksonville Twp., Onslow Co., North Carolina
Owner: CAN �-b
A� ity of Jacksonville
815 New Bridge Street
Jacksonville, North Carolina 28541
DATE: 4/1/15 GRAPHIC SCALE: 1"=100'
0 50 100 200 300
SCALE: 1"=100' FEET
Consulting Parker ieers - Associates, �d Planners 9°' � $ iDae
Field Book: Sax Commons#44, Pg. 6-10
Disk Name: Acad 2526 P.O. Box Bridge
— Street
— 0978
Filename: MARINE CHEVY-Pond.dwg ELB SOB New Hrid�e Street 28540 - - ---- - - - _ -
Job No.: 5140923-5889 Jacksonville, North Carolina
Sheet 1 Of 1 Phone [phone] — Pax [phone]
Firm Lioense Number: F-0108 - -

I
a
4
tit
Fn
FD Investments, LLC
D.B. 4167, Pg. 801
M.B. 67, Pg. 74
CC Zone
v
Restaurant
0
N
�m
�o
N
Q5Z
Note:
Contractor shall insure that he and all his workers (contractors,
subcontractors and other site personnel) do not damage construction
stakes or other measures used in laying out the project whether by
the Engineer or another entity inckndirg those under the employ of the
contractor. Contractor shall cause his workers to observe and verify
to the fullest extent practicable that stakes, other measures and grades
are, or appear to be, accurate and correct, and immediately, but prior
to a" associated work, notify the staking entity of any potential conflict,
error or question regarding the work. The Engineer shall not be responsible
if all of the above measue are not strictly adhered to. The Engineer shall
not be responsible where due to damage, his staking can not be verif led.
For critical or costly components of the work, where the contractor believes
that staling may not be preserved, the contractor shall request the staking
entity to place staking in an area where its preservation can be insured.
Rev. I1/01/17 ELB - Add parcel 3A metes and bounds.
Rev. 06/22/16 JJL - Revised accessible ways b H/C parking, add striped sales area
Rev. 06/29/15 JLM - Revise dumpster pad and containment outside easement.
n,,.• rF/IlN75 RL p - Added Accessible Route, Label ex. asphalt path width, Added Easements, Revised Tract Data, and Revised Dumlfter
Existing
Stormwater
Pond
�N
...shed
sales area
existing
sales are
City of Jacksonville,
'
Ex. Design
D.B. 1045, Pg. 63
M.B. 28, Pg. 213
ex. 6't
asphalt path 3
Stormwater
0&1 Zone
la
Park
Pond
585°40'47E
I
�-- — — — —
92.08'
/' vs #•Iss
77.92'__
I {
J
Conc. Spill _
Containment
J\
N40013'03'W \ \ OwnPsfer
33.08 ex. metal shelter \ - -
set on coot. \ \ rash �anlpana,
' ex. me� taf shelter � r \
/ 3T,
S
w
n
V!
existing
asphalt
drive
8s
Existing 12' Easement
per M.B. 34, Pg. 82—
Proposed /
Car Wash
Building
NOT
CONSTRUCTED
ex.
10 Spaces
14
shop
/ T O ,a
6l N
A kiss
BL
je
145es
I
I5\5`l
u u \
GL
N \1
a
\ N \
a \ I
vat \ \ \ I I
m \ \ I
I
\ ao, \ \
\ \ \
\ I
\ Area Reserved N
\ \ For, Future \ 0
\ \ Sales Building \ I I
Legend
3'
Ac. - Acres
a
B-B - back of curb to back of curb
Ch - Chard
Conc. - Concrete
�-
CP - Control Point
�gcr
y
D.B. - Deed Book
E - Fasting
33a
ex. - Existing
\
*es
y> a
GL - Ground Level
c
.0'
I
O I5F - Iron Stake Found
�cs
Q I55 - Iron Stake Set,
I
L -Length
J
M.B. -Map Book
os.
�
'
MBL- MinimumBuildingLine
�ps'o
SITE
R=330.00'
N- Northing
qso
L=91.99'
P9- - page
:512°15'20•E
Q PKF - PK Nail Found
�y
91.69'
R - Radius
e%
R/W - Rights-of-waytx
�A
- Handicap Space
a
y
Stop Sign
® -
T
'T yd�
ogFJ
,�
41�M -Traffic Flow Arrow,
J
`
\
.1. - Woodsline
Vicinity Sketch
b-b
Not to Scale
8' Street
Lawn
R=270.00'
L=257.36'
Ch=507°03' 58• W
247.73'
ex. 12' pedestritin`
easement per
M.B. 69, Pg. 42 I City of Jacksonville
D.B. 1045, 28,Pg.
63
' M.B. 28, Pg. 213
04I Zone
Vacant
\ /
6'.
/
/
asphalt path /
Sales Area
to be Striped
PKF insi
B38
/
�
eeisniry
,dewalk
N=3e218
018.10
/
•.-::..;ems..
drive
/
/
�.:
:: • ...,
,
;•,
9 ti� ryq �
•.
/
1j`
u
ca
/
Existing 10' Pedestrian
/
V)
d Utility Easement
pen^ M.B. 34, Pg. 82
/
+a.
a w9 rry 6� •' /
Stawos 6 Ponagiote Bobotsiares
/ D.B. Pg.
3146, 877
_
hk392.083.572 /
E-2,479.949.121
M.B. 68, Pg. 66
/
CC Zone
Vacant
ex. 20' utility easenent
•
e
rn
per M.B. 42, Pg. 20;
M — /
0,�.
� ,
/
/
�a Al�Al
1
A+
H C
TRU 2005 RE I, LLC
D.B. 2600, Pg. 690
M.B. 42, Pg. 207
CC Zone
Retail Store
R=1366.65
L=397.18
Ch=S42°42'46"W
395.78'
PRtNTE.D_d-i_17 KMk
CGR'?CI,TCVG F,!ti (�)nlr %;!t 1.,% is R'.'I:YORS LAND PLANNERS
F. 0. BOX 97$ ,iai e'0-: I I;: `C ';t, 'ii5dl-C9*Y1
GPS:Chevy
Field Book: Jax Commons#4A, Pg. 6-13
Disk Name: Aced 2526
Filename: MARINE CHEVY-Site.dwg ELB
Job No: 5140923-5889
Sheet 1 of 8
Tract Data
Total Acreage ................ 11.29 Ac.
Development Acreage .......... 2.01 Ac.
Acreage of Land to be
disturbed and exposed........ 5.96 Ac.
Acreage in parks or other
recreation land usage........ 0 Ac.
Acreage in open space......... 1.81 Ac.
Zone .......................... CC
Number of Lots Existing ...... 2
Number of Lots Proposed ...... 1
Number of Units Existing ..... 2 (Commercial)
Number of Units Proposed ..... 2 (Commercial)
Minimum Lot Size Allowed...... N/A
Average Lot Size .............. N/A
Ownership Status .............. Fee Simple
Type of Units ................. Automobile Sales and Service
Density ....................... N/A
Proposed Use ............... Automobile Sales and Service
Existing Use (a) ............... Automobile Sales and Service/Undeveloped
Water Service ................ COJ
Sewer Service ................ COJ
Number of Employees .......... 105
Tax Map 345, Parcel 25.41
PIN 437820928490
Tax Map 345, Parcel 9.13
PIN 437820926189
Deed Ref.: D.B. 4202, Pg. 748
M.B. 69, Pg. 42
D.B. 1533, Pg. 392
M.B. 34, Pg. 82
Building Data:
Max. Building Height Allowed............ 75'
Max. Building Height Proposed........... 1 Story
Sprinkler ............................... No
Existing Building Square Footage........
Ex. Sales Building ................... 12,238.14 SF
Ex. Maintenance Shop ................. 25,751.56 SF
Ex. Body Shop ........................ 12,326.35 SF
Ex. Metal Shelter .................... 569.53 SF
Existing Building Square Footage Total.. 50,885.58 SF
Proposed Car Wash ...................... 5400.1 SF
Future Sales Building .................. 3136.0 SF
Total Building Square Footage........... 59,421.68 SF
Construction Materials ................. Metal and Concrete Block
With Metal Frame
Parking Data:
Parking Required
Sales Area ................... 1/600 SF (18,709.86 SF)=31 Spaces
Body Shop .................... 1/250 SF (12,326.35 SF)=49 Spaces
Repair/Services . 1/250 SF (31,151.66 SF)=125 Spaces
Total Required .............. 205 Spaces
Max. Allowed ................. 308 Spaces
Compacted Spaces Allowed
(Up to 25% for lots w/
10 or More Spaces) ........... 77 Compact W�
Existing Parking ............. 176 Spaces < m
Proposed Parking ............. 108 Spaces " f
Compact Space Provided ....... 0 Spaces -
Total Parking Provided ....... 284 Spaces (7 H/C Space )
MINE
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37928
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OVERALL PLAN
MARINE CHEVROLET ADDITION
1408 Western Boulevard
Jacksonville Twp., Onslow Co., North Carolina
Owner/Developer:
Southern Crescent, LLC
121 Tweed Drive
Jacksonville, North Carolina 28W
DATE: 05/04/15 GRAPHIC SCALE: 1"=40'
0 40 80 120
SCALE: 1°=40' FEET
Consulting Parker ee s — Land Associates, — Land Planners S°°�� aay�a�
P.O. Box 976 — 25541-0976 _ __
906 New Bridge Street — 28540 =
Jacksonville, North Carolina -- -- - -- --
Phone [phone] — Fax [phone]
Number,Firm Ucenn . F-0
P.

441 1
1` it i
Control Point Coordinates
Legend
V c.- Acres
Y CP #9 PKF Nail in IS' Pine B-S - back of curb to back of curb
,.Elev.47.67
N=382083572 Cto lire��
4(Datum NAVD '88) e
E=2,479,949.121 / Ch - Chord
Cones - Concrete
CP #7 PKF / - CP - Control Point
J
r N=382,184.490 / D.B. -Deed Book
4 Yi E=2,480,018.187 \ City of Jacksonville E - Eastinig
D.B. 1045, Pg. 63 la
y Yrl ' M.B. 28, Pg. 213 Elev. -Elevation
,4 0&1 Zone I / ex. -Existing
ri \ Ex. Design Park / H/C- Handicap
Y
ISF Stormwater ex 6 • ' 3 GL - Grond Level
) a ,asphan parr, � 0 25F -Iroun Stake Found
Pond
�Y, ' r FD Investments, LLC O `S Le Ithn Stoke Set
n9
D.B. 4167, Pg. 801 I M.B. - Map Book
M.B. 67, Pg. 74 I n9
,!' r CC Zone N - Northing
Restaurant \ M LP Minimum Building Line
age
PKF - PK Nail Found
RCP - Reinforced Concrete Pipe
----- -Radius I R
\ / / 4' _ _ I R/W - Rights -of -way
Perimeter SBM - Site Benchmark
Lawn �D « YYY
�' �_ S.F.- Square Feet
58540'47E 92.08' I <O(TYPO'T Prwl
11
61.
iti + S8'-0°40'30"E 7792•i fit. I v°N
Handicap Space
#iu A6 icy \ / / 15'S5• 2 1 . ur<oak tree I ca o Stop Bar
wi
TOP
\ \ \ F / / t`�/°1 (TYPCctiG 3 o Z S ® -Stop Sign
cc
/ v
-v
�Yi �' i �•_ , \ \ / / / / I I Sales Area/ � � R=330.00' � ,r♦ -Traffic Flow Arran
1,957± S.F 8' Street L=91.99' '
10
p5er I I Lawn oQ. Ch=591.69.20"E - Woodsline
50 R Ramps
&zss /�a�Q tih// 55P°� s 9R 4i S, p I�� IAshalt a earabeemorA
_ s halt 8 Space 4 I p
Existing \ \ \ \ — _ _/� ' P F24-
� STOP •�
)jr StormWateT ex.snee \\ 3.,O •p.74R
Pond — _>/�
\ \ �i41 , \ _ Cont. Spill
FA I'I r ti b�R _ Containment _ _ 0 1 I �, 61.
Wheel Stop / 9.5. n \ \
N40°13'03"W \ _ (TYp.) 20' 9.5'\ Q ,I (TYR) •moo ' I �-
33.08' \ -' ('{- / o
,'fi+✓ i +i'. z + . \ Dempster _ YF) \
\ n
s
ex. 12' easement
� , Dempster Enclosure _ . �\ I 20• - � yc
4t(tlr ` per M.B. 34, Pg. 82 Must Match Primary Trash Co
Structures in Materials
General Notes:Vp
_ < Roll \ \ \ t \ \ 1 \ \ 4'R y
'f ez metal shelte , Gale \ $$o
a i 1. Development area is wooded. .'; < set on coot ex metal shelter 9S), \ � \ ( , ex. cypress tree
�seto cone, \ 3 \ f/
2. All easements to be Drainage &Utility at dimensions shown, '�� ' _ \ 6"� � \ ' , a
unless otherwise noted. ,� I
, \ \ 9$6I$ Asphalt 4'R \ \ \ \ e \ \
3. There are no Areas of Environmental Concern as defined by CAMA on \ r
4'R 9\,h _
ku" this site. \ \ \ .5' < I
)4. This project is not affected by arty special flood hazard area based upon CCC_________ ez'n'rg (rYF') \ rS.
asphalt \ y
Yrl FEMA map CPN 370178 4378 J and 370178 4388 J (City of Jacksonville), driK w a \ \ \ I I
14 IEffective November 3, 2005. GoCIJI lu(' \
w 5. Topographic contours & Boundary taken from o survey by Parker and Associates, Inc. 10' high door Proposed \ '� 19' \ \ \
Bull Pen \ 'O 24\ 19 \ \\ I r ez. lire oak irte
lk i dated 10/13/14, existing elevations shown on Existing Conditions Plan, \ _
sheet 3 of 8. Proposed elevations shown on sheet 5 of S.
\
A A w a I
LI.. 6. All a R=270.00'
Stop signs will be Rl-1 High Intensity Prismatic, 30" (36 Inches Shall
L=257.
be Used When The Sign Face Multi -lane approaches). Mounting / ` \
4' —ei rn I '
ex, body shop \ \ t 4' \ \ v
Height\ $ I Ch=50703'58'W
is 7' to the bottom of the sign. Galvanized U-Channel posts are
recommended for mounting. — \ < ^ x. 12' p'
7. Parcels within this project are subject to the provisions 2p \ \
` of the sewer allocation policy of the City of Jacksonville u ex. 12' pedestrian
+ �_ ex. cone \ o +n N easement per I
h/c mine \ y
and that sewer capacity for any Porticvlar parcel may or \ \ j M.B. 69, Pg. 42 I
as may not be available. �� Asphalt •--�� $ �� \ \
city of Jacksonville
8. Exterior lighting to be by others, exterior lighting shall not adversely Area Reserved r�
.kr o ,6g \ N \ D.B. 1045, Pg. 63
{''ry • ' affect any traffic or adjacent properties. Lighting design to be by vv e9. For Future < / ex. b'_ M.B. 28, Pg. 213
t�y others. _ 14' high door ,- , : _ Sales Building
68.01, _ 4'R\ g / ° tp0th I OdS zone
9. All distances are horizontal ground, U.S. Survey Feet. . _ Pl ^'� -`• — _ l Vacant
� i',` ' i ,10. No record search done by, or furnished to surveyor in /T I • - < u \
Iyr l+, ` regard to zoning, setbacks, easements or restrictions. '<,J /
r
•'11. Existing ditch banks are not to be disturbed. If existing : `i •<, 24' /
+ e ,dltgh banks area disturbed, regraded to have \
they shall be r e9 I I Building \ \ e 218•
3,1,or flatter side slopes and the centerline graded to
t I i ' Access A'R
i" I' , , ' produce positive drainage. I (TYpJ Proposed
Siormwater drains to Mill Creek in the White Oak River
e basin and is classified as 5C; NSW. Car Wash
TheGP S porTion of the boundary work was performed to third I Conc. Building "Thar
I ' Brice / /
E
order, Class I, FGCC specifications, The coordinates were / ' Apron dO.Lir
obtained by Real Time Kinematic Differential GPS Observations NOT _
{^i0 , : - using Trimble Survey Grade 5800 GPS Unit, NCGS RTK Network ) CONSTRUCTED
rroas \ / // SBM /
' ,Adjustments to NC Grid NAD' 83. /_", �" \
id. Elevations per NAVD'88 Datum. Apron
15. For additional details, see specifications and additional plans.
' r ' 16. Boundary data per survey by Parker & Associates, Inc. dated September, 2014.
va /
i 17. Areas noted far trails and greenways and/or required sidewalks shall be
unobstructed from 6 inches below grade to 10 feet above grade (overhead `,` 5 Spaces vm Sales Area /
' clearance). Tele hone pedestals, electric transformers, drop inlets,
) P P P <<•^-�� ' - Striped CP #7 PKF is sidewalk
411 fences, or a other obstructions shall be removed and/or relocated in�l / N=3sz,te4490
v to be 4 O,LS 4i� \
any I ' p H/C E=2,480.018.187
order to create and maintain this clearance. _
Site subject to Jacksonville Comprehensive Bicycle d Pedestrian Plan
ensve cyce and - exisri^9 Ramp
-�%
Yr, r 1li.9, Sidewalks will be free of cracks and breaks prior to the issuance of a 4Y g. to,c. < I e 5_5� • dine /
r bale` + 2Q'R
ilea Final Cert ificate of Occupancy.
' i' ' 20. This Site is subject to a Jurisdictional Determination by the `r q /
US Army Corps of Engineers dated 01-16-2015."� p // ti
21, Adjoining property information per Onslow County Tax Records. ,ryry /
' Y ` 22. The existence of utilities may imply The existence of an easement.
73..Setbacks are subject to change and should follow correct zoning setbacks I I H/C
.requirements. I ex. 10' pedestrian Ramp
24: No USGS or NCGS monuments within 2000' of site. utility easement p
� per M.B. 34, Pg. 82
j til i 1, • i + �, , I ex. soles but id rig
' Y'r i . •.1 { , +n / ,} , / Stawos & Panagiote Bobotsiores
D.B. 3146, Pg. 877
CP #9 PKF db a M.B. 68, Pg. 66
ex. maintenance shopN=382,083.572 - / / CC Zone r �N�� i
' NDte`. E=2,479i49./21 d° // Vacant .+�eeQ CR %,0
ex. b'.-
i r ,,, <Cdlltroctor shall insure that he and all his workers (contractors, asphalt path
i + su"ntractors and other site personnel) do not damage construction Accessi a ay / / _
SEAL
4 �4yy37928k ' ` Stakes or other measures used in laying out the project whether by , /y1 / ex. 20' Utility easement :••
k� --_ / k, / per M.B. 42, Pg. 207 .y
Yr + the 8rigireer or another entity including those under the employ of the
contractor, Contractor shall cause his workers to observe and verify
}I " to the.fulkstextent practicable that stakes, other measures and grades''` / ' 'Pjs •%IN O
yE ' `me,;gr a to be, accurate and correct, and immediately, but prig' / �bk s' / / r er-ibCit 11i'AGst
t r, to anyassop appear
work, notify the staking entity of any potential conflict, I /
i Yr error or question regarding the work. The Engineer shell not be responsible
if oU•of the above measures are not strictly adhered to. The Engineer shall
4' nest 8eresponsible where due to damage, his staking con not be verified. f - o Oq Q�
For,'2ritical or costly components of the work, where the contractor believes
Y o
i thal staes king may not be preserved, the contractor shall request the staking r 4 < y
t Y entity to place staking in an area where its preservation can be insured. r 'r, v GPS: Chevy
ons#4A, _ R=1365.29' �O"¢, /\
/' \ Field Book: Jax CommP9' 6-13
ik' .'Rev, p6/22/16 JJL - Revised accessible ways and H/C parking, add striped soles area. / L=397.16' � _ ,
a Ch=S42°42'49'W /If �� Pil k Name: AARI E5 I _ Sit w
Rev. 06/29/15 JLM - Revise dum ster ad and containment outside easement. 5
+ P P •� � � , / F enom M ECHEW 5 .d g ELB
y Rev. 0' /10/15 BLD - Added Accessible Route, Label ex. asphalt path width, Revised Tract Data, Label Handicap Ramps, Added Easements, Added Stop Bar, Revised General Notes, Add Dumpster Note, and Revised Dumpster 395.86'
Job No.: 5140923-5889 Sheet 2 of 8
Site Benchmark
(i0
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y
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1
Vicinity Sketch
Not to Scale
Tract Data
Total Acreage ................ 11.29 Ac.
Development Acreage .......... 2.01 Ac.
Acreage of Land to be
disturbed and exposed........ 5.96 AC.
Acreage in parks or other
recreation land usage........ 0 Ac.
Acreage in open space......... 1.81 Ac.
Zone.......................... CC
Number of Lots Existing ...... 2
Number of Lots Proposed ...... 1
Number of Units Existing ..... 2 (Commercial)
Number of Units Proposed ..... 2 (Commercial)
Minimum Lot Size Allowed...... N/A
Average Lot Size .............. N/A
Ownership Status .............. Fee Simple
Type of Units ................. Automobile Sales and Service
Density ....................... N/A
Proposed Use(s)............... Automobile Sales and Service
Existing Use(s)............... Automobile Sales and Service/Undeveloped
Water Service ................ COJ
Sewer Service ................ COJ
Number of Employees .......... 105
Tax Map 345, Parcel 25.41
PIN 437820928490
Tax Map 345, Parcel 9.13
PIN 437820926189
Deed Ref.: D.B. 4202, Pg. 748
M.B. 69, Pg. 42
D.B. 1533, Pg. 392
M.B. 34, Pg. 82
Building Data:
Max. Building Height Allowed............ 75'
Max. Building Height Proposed........... 1 Story
Sprinkler ............................... No
Existing Building Square Footage........
Ex. Sales Building ................... 12,238.14 SF
Ex. Maintenance Shop ................. 25,751.56 SF
Ex. Body Shop ........................ 12,326.35 SF
Ex. Metal Shelter .................... 569.53 SF
Existing Building Square Footage Total.. 50, 885.58 SF
Proposed Car Wash ...................... 5400.1 SF
Future Sales Building .................. 3136.0 SF
Total Building Square Footage........... 59,421.68 SF
Construction Materials ................. Metal and Concrete Block
With Metal Frame
Parking Data:
Parking Required
Sales Area ................... 1/600 SF (18,709.86 SF)=31 Spaces
Body Shop .................... 1/250 SF (12, 326.35 SF)=49 Spaces
Repair/Services .............. 1/250 SF (31,151.66 SF)=125 Spaces
Total Required .............. 205 Spaces
Max. Allowed ................. 308 Spaces
Compacted Spaces Allowed
(Up to 25% for lots w/
10 or More Spaces) ........... 77 Compact
Existing Parking ............. 176 Spaces
Proposed Parking ............. 108 Spaces
Compact Space Provided ....... 0 Spaces
Total Parking Provided ....... 284 Spaces (7 H/C Spaces)
SITE & DIMENSIONAL PLAN - TYPE I
MARINE CHEVROLET ADDITION
1408 Western Boulevard
Jacksonville Twp., Onslow Co., North Carol EC E, I VE
Owner/Developer: P;%� f
Southern Crescent, LLC
121 Tweed Drive
Jacksonville, North Carolina 28540
DATE: 05/04/15 GRAPHIC SCALE: 1"=30'
0 10 20 30 60 90
5CALE: V=30' FEET
Cone l ng Engginee s — Land Surveyyors — Land Planners s°'� $��
P.O. Bo: 976 — 28541-0976
306 New Bridge Street — 28540
Jacksonville, North Carolina
Phone [phone] — Fax [phone]

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ktv. 06/22/16 JJL
- Rev. H/C parking.
ii" I
Rev. 06/10/15 SLID - Rev. Title block to add address
N0 x,7.55 Legend
/ / W a2�
\ \per \ \ \ 17 j / /'/�� / // M 47.z7 a.73 Site Benchmark Ac. - Acres
X 4z.33, \ // �%+6s7 a/c - Air Conditionar
\ \ O \ / / / // / / / / Nail in 18" Pine
X 45.Ni \ 46.53 x / / / / / / B B - back le curb to back of curb
\ \ / / / n.74 g Elev. 47.67
\ / / / ,� o LAN -Cable Box aa.
\ \ \ \ \ \ x,a ea , / \ _ c - - 1 / / / / _ // / I / as (Datum NAVD ' 88) rCqA& - Curb and Gutter sgto O
\ \ / 4�46.23 / / \ / ///� / L- O,yF O p
43.05\ / '?rd- / \ _. / / / / // . //?r� x 47.28 Ch Centerline
Chardlre a
,45.17 // = / / 3 Conc. -Concrete
\
X 45.68 / / / CP - Control PoN
nt A
\ / - b� / / /� / / � o
\ x 41�.12 \ \ / / k / / . 4 ./ / / 1/ y D.B. - Deed Book
40.00 \ 41,78 \ / / ( / // � / s J 47.23 47.44 E - Easting
\ 46.85 / / 47.59 ❑ ecb - Existing Catch Basin
\ \ 42. - \\ I I X47.40 O / ,,(/ _* ,�: // / 46.75 8 ❑ edi - Existing Drop Inlet °�oq.
\ ISF#3 \x 41.19 I #1105 / Oc' / / / / ' e� x 47.06 ❑ cab - Existing Electric Box �r'v SITE
YJ \ I I no eco - Existing Clean Out
_\ M efh - Existing Fire Hydrant
C x 3 14 \ � \ City of Jacksonville q / / /�+ / � I
\ I I 46.83X \\\ D.B. 1045, Pg. 63 4js9 �'f6+ / / ///X �/ i ex. nsphait pmh 0 e Exists Gate Valve
\ M.B. 28, Pg. Z13 + / i+ le . n9
391 \ \ `rA \ O&I Zone / / o-ga / 46.36 /-Jx a719 I elec. -Electric
3 X 4610 park - elp -Existing Light Pole e�
\\\ \ ' 45.3 X \ X46.55 �C47.03 / // - / / / / x4za : 46.ee a7� m gemh- Existing Manhole a
40.30 \ \ \ 40-56 x\\�42. 'I \ - ^ \ \ / / \ \ \ 47.05)!/ / / // / / / / 4761 I ' „ ❑ epb - Existing Power Box 5
\\\ \ \ \ \ �� i �+'\ /585°40'47"E +6.5z ewm-Existing Water Meter r �61
\\\ \ X 46.73 I v' o ..
\\ Q7 X47.19 �. / / / 92.08' /I \ < ex. - Existing ✓' ydt
\ \\ \ \\ \ 1`�i \�/ / 580040'30"E / / oo fes- flared end section
45.03 X i `M. 6 \ // }'I55 // _ / / / / 77.92' ./ / I I / �� Z N.
\ ow
\�4\\.,\° \ \\ \C 44.03 / / �1�1z. \` / w n3r/ tcg6� // Iss / / I _ \ T H/Cfl-FI Handicap
\\ \\`�\\\ \\\ ro \41.80 35\\ // // II `\ // \ � // \vV \ c65Z m.-Invert Level
\ \\\ ;r \ \ \ / Vicinity Sketch
/ / 4 t \ // _ / \ y #11s1 >� OFss , O ISF -Iron Stake Found
\ j \ \ \ 4I.41 / ((L y 1 \ / / #41 46.16 X 46.57
ez. 30'rcp fj�,18' 46.ae / / � / \ , '°
\ 119.6a 2e \ � u. - take Set
S�J w F3z a6 e O ISS Iron S Not to Scale
73°15'55"E --J/ /// .// / \ \ I L-Length
O M.B. - Map Book
Amonknee R=330.00' MBL-Minimu Building Tract Data
m tiding Line
/ \ kT' \ .w ° N-Northi
G � a � `�_�_ � i Ch=512 15'20"E Northing ... . ........ . .
�' =- = � - = � -- // / \ \ Total Acreage 11.29 Ac.
\" P°/ .--��4195 X �� ,Jul // \ \ ' 91.69' Pg.-page Development Acreage .......... 2.01 Ac.
�lr \\ 'I� \ 4106 j�/•moo Z ` - �.�/ / \ ' 0 PKF - PK Nail Found Percentage of Site Devoted
NNs : --mat 7eIP
t � _ &+i \ \ ' I \ R - Radius To Open Space .............. 32 8
RCP - Reinforced Concrete Pipe Number of Units Existing ..... 2
t2 �' a5.9�
ss X46.a7 R/W -Rights-of-way Number of Lots Existing ...... 1
VP 4Ai\\ xpt W a7 yu \ 46.06 46. SBM - Site Benchmark Existing Use (s) ............. Automobile Sales and Services
\\ \\L % I x 41.35 -Spot Elevation Water Service ................ COJ
45. \ \ Is \ \ \ >a \ o-be \ \ 46.7 x \ \ 1 at? \ \ w. Sewer Service ................ COJ
ex- shed .a3� \ 3� \� 4� _ \ \ \ g. \ \\ cats -Cable Zone .......................... CC
45.59 527 o.e\ \ \\ ���� \ '+ 1
x4 8 ^' \ \�\� \ anq \ �\ let. / ,treem6enamed ecb fo -Fiber Optic
nh�0 \x�tr}� \ 8 n2'' .� \ \ \ I _ 46 T - Telephone Tax Ma 345, Parcel 25.41
v _ 46.46 X \ fl %5.88 I top 46.24 P
�--i-°� �---�--y \ \\\ \ \ im:42.93 \I \ \\\ f145.6p p PIN 437820928490
X N40°13'03"E }"ISF \\ "`- - _ - >� �_ k2� \ \ \ \ \ _ \ \ \ \ \ e f/ j i arm. 43.17 E -Wro�l Underground Electric Tax Map 345, Parcel 9. 13
44.5z x autrt 33.09' \ \ \3 '0 ��� �� =\ \}fspy \ \ 4Z1>� /\ i PIN 437820926189
/ X 46.52 +q 37- \ ` _ \ _
X46.71 6.q\g \ 'Al\ \ / / �- _� ` - ` _- fir\\ - =� \ \ X46.68 - \ #�42 i �\ I \\ Deed Ref.: M.B.4 69, Pg. • 748
44.04X / /- 46.51X \ � X41.84 X41.31 / ��--- _1= \af_ / -
b�+ \�t6'" - \ 45. 4 3 „ D.B. 1533P Pg42 92
4 X42. \-�' /� #1279 B `\� �� \ �1 __- .P \ 83 1 M.B. 39 P 823 / 47.2e x - - - - -f` \ }(43.56 \ qP - - �\ , 4
oN5 ex. 12 easemeniX \ \ \ ,+ / x+ol7 �� �� \ + I BUILDING DATA:
#373 \
/ a7. qJ/B x 4� 9�-pzr"Ni.8-34: P9� 4755 X v 3k v v v v \ 40.82 X \ ��� V - / i �.�/ / .i / x
45.15 X- / / / �q/ / xgOY- 4T �6\ N#S \ \ \ \ \ \\\ \ \ \ ` / i // P Existing Building Square Footage .... 85.58 S. F.
49 se�b '1& \ \ 314- + �� \ �"� / / / / S I I "��' 05 ' n B is S ua to a 50 8
/ " < I
a `•ex.'pad: , v \ \\ \ \ \ \ \4\3 -� X90.87 p9'� I I 1 O� -\\ \ / / / / 44.52 \ \ !p \ X4f114 bb
sex. b' chain link fence will, roll X 'sDB ` - << +4B x\+ \ \ _ - -'41- - / \ - .\ OB - e5/ \ 1
gate °t m _ hex I�a < B 6j \ \ _ I Ns \ \ \ 1176- - - 43. _ - / a2. 93 q\ ` \ a5.92 qB S / 111pAX
elp - 48.25 my ¢` metal sh It shelters m \�rR 4T48- \ \ ` y(,ty �-/ x 173 ' #3275 \ ` 2 19 b / ru $
46.41 6 A9 „c set$",°u ( ',c °n co 6' chop 0> Vie\ \ _ �- X4135 I< ' \ .
fL \ o-
` I �°_�_ \ I �N General Notes:
-) ey p ^qb n - :y 993 --•. -m "� with 119 �49.91 \ _ \ - _ - - - �� - - .- - r'0 ' \ ` �#,�4` �s \ I 45.56 45.
c n W ro O NS n I \ N ' \ �\ \T \ q�X 43.38 43.99 \ O \ I y„ 1. Development Area is Mostly Wooded.
v 0 1372 o A8 47.24 X at to _ - L -_ - - \ \ \ b
43- +2.31 - - - - - - - 41A2 X\' - \ \ \ \ \ \ \ \ M.80 X' NS ex. types five 9. fes inv. in 41.10
2. No USGS or NLGS morament within 2000' of site.
Ny ex. 9' high e• \ \ #5u _ of 3. No Register of Deed search done by or furnished to surveyor
47.65 X _ - X44.56 - - - \ - �- - - - _ \ \ \ - _ - - - _ inv. wt 40 9 �.24'rcp U. b
nm! co`n,, pod re o \ - 'ft \ - - \ x 40�34 - - - _- \ - - -- _ - _- - -' - x + >2qp 457g regarding deed or mvemm restrictions.
^ \ x a3.7z - - . - - \ I - _ - - - '4 -- - - + X e°Y 4. The 6P5 portion of the control work was performed to third order,
\ X 48.51 'O o ' - -)\ .96 \ - - - \ \ ', T -_ '_o'* 42.57 = _ - �q + --.�� �+o- Class I, FGCC specifications, the coordinates were obtained by Real
X 4e29 0' high door x 4723 1303 \ \ 2'� _ , / 45.89 4551 X 45.90 '�' XN �'Y`42 "- --- - -'-
\ x 48.40 7.63 \ - - - - \ - Time Kinematic Differential GPS Observations using Trimble Survey
oF� 4513 r «. cmm� �qys \ \ -- qq - \ \ 68 \ o II� xa5.5o o + Grade 5800 GP5 Unit, NCGS RTK Network Adjustments to NC Grid
;°q 1pp link fence ero \ `Sod \ - \ \ \ \ \ r ,d ex. h. oA trte R=27�.D0' r5 J
/ ex.6' h' h �• ac tekcommunimfi°^ box ' \ I . 5 NAD'83, 2007 Adjustments. Average Positional Accuracy is 0.11'
rJ 41 a8 88 < 48.94 dam ster B• ex 8. b high 47.47 X \ 36, X 46.1�' \ 46g \ \ \ \_ \ \ #1216 4519 X O 45.28 '' L=257.36' QNS J n'
p e _ °°re° box /L «. fiber optic \ - \ \+5• x f Ch=S0iO3'58"W #552 5. All distances are horizontal ground, U.S. survey feet.
Ix47.93 in _x 31 \� 47ot \ 9'g675 yj\ C°bk"mr•niAgl \x-44nz--- \ \ \ \ \ I ##5513 III 247.73' 6. Elevation Datum,NAVD'86
X 48.51 F1b �/ L4_- 5'x1'x24'mAxrete ON5 -'--- \ \ \ \ \ X45.82 X46.22
a�O p^ X 47.30 X 46,98 r 5 \ COP spill containmeff #569 - \ \ \ \ \ \ I x 46.e6 7. The existence of utilities may imply the existence of an easement.
/ �+ 47.28 x #5 \ + \ \ \�{ 69k _ I ex. 12' pedestrian I 8. There are no Areas of Environmental Concern (AEC) as defined by
48.90 \ \ \ _\ easement X 46.67
ex. cone. ex. thou" Irk care - �a \ per the Coastal Area Management Act (CAMA) on this site.
' hmramp / q fencewirhrongate p o A Al \ V A \ VA A 46�x \ M.B.69,Pg.42
48.64 / wbg X yt .:-- a7 / \ \ \ \ \ \ 9. This Site is subject to a Jurisdictional Determination by the
/ _ / \ City of Jacksonville
x, bo sho x 47.82 + X 47.17 _ \ \ -�- US Army Corps of deicers dated special
flood
2015.
X 45.39 x X 46.67 / yy4 q / \ L \ Ns ex a pha r Pem D.6.3045, Pg. 63
X 48.55 ex. s'^'i^99°te 47_69 m--X46.94 \ ` �+(44. mu ' 10. This site is not affected by nrry special flood hazard per FIRM
48.25 B 'o x 4b1 I \ •2. \ \ \ g5_g5 M.B. 28, Pg. 213
/ z ,p j, 46. \ s, 0&I Zone CPN 370178 4378 J and 370178 4388 J (City of Jacksonville)
'f ' i< top 46.33 J'�J�� / elp Al _ tee' (J \ ex.9axebo I \ \ \ \ \ \ \ \ 53 n5 45.09 45.21 Vacant Effective Nov. 3, 2005.
4' high door I W \\ I I I � 47. \ \ X 46.73 _ \ \ \ \ \ ' e X 45.32 y4' 11. Topographic contours &Bounds taken from a sure Parker &
9 nv. 43.33 rj I \' \ ♦ f
b ex. 15" d,. n r Boundary e/ by
X 4s.57 X 47.83 d,„i" p00''\\ Associates, Inc. on 10-13-14.
ex fence I + I,v�/[ 7 ex. open cwpmR 47.73 X
rolp�•6 o
I +p^ 47.63 Xp� \ \ \ \\/ 46.76 12. Adjoining property formate per Onslow County Tax Records.
V. \ \ 7 .t.�ry+ I "" x X46.97 Adoiniinformation
II 10 'ecb
X 47.94 X 47.71 b r_. 6 4) 1, 9 P \ NS
y Control Point Coordinates
X 48.34 \ ,• / \ 'a6 p.{. ?� \ X 46.25 \ 6 \ \41� \ #511 tap 45.16 i pin Is,
y� .. "pK \ \ \ \ \ \ f144.56 / ire
\ ex. metal I ex. chain link '� \ inv. 41.09 / fia
I elp shelter I ex. open fence \ + 72 pb #12 \ \ ..- - fill.=mt41.18 \ -�;
°k \ on ex. asphalt I carpet q, $ 0 $ - \
- top 48.39 � 'Oi $ ��V - - \ - X 45.77
\ / Inv. 43.99 X48.02 i a60a - 47 XA7.19 \ ! �I '""• \
48.18
elp I ecb $ .� Q \ /� h` \ / SBM ' \
P° sp top 46.764b 58 \ A. \ } \ \/44.62 45P6 /
ez. a halt '�-
�.�.,� I fI 46.11 + �" 46.27
Y" Q2 \ \
9'�'.. -_�; . `arc _ - O - l\;� " ' tr9ck`r ., i 5z , s 1 48/!8 dp \nv. 43.16 \ 5t top of rvt 46.05
�isil Q ,' ;bax , elP' rB f- (+, ` b crack y'o�. \ "lp> x \
tap47,68 q.. ' . 46.35 J - c - - A \ '7 ! .pIt
O qj .3 - `
¢Inv. 42.28 q8b °Td, q I 1I )(4859. '�-- .��, ` ex in machire ��-
B6/ cx. wash arm < 1?6 - 0 / 46.43 la
eco - ex. tank emw 4814 2 drain ape \ +6/9l 3s ", / T / fes inv. in 41.46
O- ex. 8` - ti' ' i
^61 tiq water---->' tapas.ol / 11 n \ O 0.�-ek=po^e1== e3X�- ex-z1•srorm + 1290 x ./ 74 4 ocaspheltpoth I k5�
'20
m 1= _.0= �_-'�=g0= I=In=.10-n-/ p4gq ��a • lec�_--- \
_t -�_ \ \ , e9V r +
p. 4+ ex. 27" st°rm drain ` . - [ '�' .p
s o Aa 48.70 m a '`,b P a T \ / - \ top 46.32 m �j p583 ecb \ O
48.73 ex. concrete
ex. 6�sesv a PO XaB?e b ex 4� .15 47.09 top of M 42.64 x yv X / top 4.5.35 p'S�' ex. 36" cmp
�' \ edi r� + / emh to / °�---�.wafec\ k n CP #7 PKF in sidavalk a fI M.53 } }
a a 89? p01b �op+7 6; p Pb At' °b / o in, 40.94 rJ� X 41.60
-m-� to 48.39 _ q 3q E=2.48 .01&1 /
P 47.16 X
4253 in, 4359 \ k egv ^,'a P p y ^ E=2,480,018.18
Q.49 P _
rag 104 <. - „LJdc q2 \ m II-1/ $ al. a + qt1 / tis 45.05
bmttn_/rq 69 edi° f'-y^fe"- q t7- R
m
m °*47.02 )� { + g
ex. 8" water 12 1'6
eiec_ pares a/c I -_�` '6t '�q m 30 !I[•ive I / AJ� A °i° //X 46.18 Q
<r ;', 4. efh 8.40 \ I .. ^ n \ n,~ / h? J g \ ` • typical
in
b qe9 \ II s n a •o ,kb M1 X45.87 t9 / top/boc NS
ex. 18"storm I s $ / / + a$ •yyV� flavlire elevatbn 0#531
I - drainpipe I ^9v cats
I top 46.34 pt 9?av
1 Mp;Lti a5.0 > / 7 Stros & Patagiote Bobotsiares
to !
p of rut 44a3 D.B. 3146, Pg. 877
w/^ M.B. 68, Pg. 66
ex- 10' pedestrian I / 46.45 CC Zone
& utility easement I I Vacant
CP #9 PKF
N=382,083.572
E=2,479,949.121
CP #7 PKF
N=382,184.490
E=2,480,018.187
I, Edwin N. Foley, certify that this project was
completed under my supervision, from an actual
ground survey under my supervision; that the survey
was completed on September, 2014; and all coordinates
are based on GPS Grid No-' Grid NAD'83, 2011 Adjustment,
all elevations are based on NAVD .
\`��i1t414 nisi t1r�Fr�sr,
Edwin N. oley, P.L.S., L-2884
SEAL
L-2884
1 par M.B. 34, Pg. 82 ';" - - � ��'� °`° EXISTING CONDITIONS MAP
I top46.25 I \\� p1 n` �/ // 948.03 MARINE CHEVROLET ADDITION
< w < ex. sales building
fl a5.75
inv. 44.07 X46.24 I' CP #9 PKF/� �04 �//� 1408 Western Boulevard
{ N=382,083.57�/� / Jacksonville Twp., Onslow Co., North Caroli
1 E=2,479,949.12 (a �\ 1 tl5.93 Jt /� x
ex. maintenance Shop <',, ttop 4T43 $' ` • Owner/Developer: E
top of rut a5.72 f' t!„� X 4T47
Southern Crescent, LLC )s
4+' q, N50 ex. 20' utility easement
47.52 #34 / 4 per M.B. 42, Pg. 207 1408 Western Boulevard BY:
45 Jacksonville, North Carolina 28546-�
top/ �4C \S� #36
47.80
top of rvn 46.03 ti Q' •`r"
o�^�` x47o3 4a�\\ r/ GRAPHIC SCALE: 1"=30'
�h o DATE: 05/04/15 �%
q f6 48.a5 0 10 20 30 60 90
ow 4
`I �< ex.8°Doter / '� / / SCALE: V=30'
- p0�/ X 48.65
' `- Y,i '1r `�' .-c <, •, °0°' IQ/ -h \ 48..55 Parker &- Associates, Inc.
/%° top 48.03 4+a GPs: cnev'/ Consulting Engineers Land Surveyors Land Planners [•�'"`
t F�1 i r inv. az.54�ex e" sewer P.O. Box 976 - 2BUI-0976
/ ffi u g'
Field Book: Jax Commons#4A, P 6-13
306 New Bridge Street - 28640
Disk Name: Acad 2526
Filerame:MARINECHEVY-Site.dwg ELB Jaellaonvl2North Carolina
Job No.: S140923-5889 Sheet 3 of 8 Phone (910) e55-414_ - FaX [phone]

Legend
FES
��
Out 40.50 / Ex. Dimas, I / a/c - air conditioner
h�50
40. / / // // L30" RGP J / b-b - back of curb to back of curb
` Ex. Desig�
FES r. oesign �D�� / / / hoe -Back of Curb
Inv. Cut 42.00 Guile+S+matu J \ 36" RCPJ / / /j / I BOW - Bottom of Wall
Control Point Coordinates / - / / / ,/ / I F0
Y . \ ) / / / i / Centerline <� y
/ P� I o CATV - Cable Box 0
CP #9 PKF Ex �eslg, \ \ / / _ / / I / C4G - Curb and Gutter
ar ' N=382,083.572 i a'c a°P / / /
A 1 O CO - Cleanaut p
4y' E=2,479,949.121 \ / / %// / ,�) I3 Conc, - Concrete c
�rr r \ \ \ Point
COC Design J / •e.
CP #7.PKF \ \� \ _ J / Ex. Design i See Plans Titled "Gateway / // // / ' / / / I / D.B. CDeed lBook o�
N=382,184.490 \ - b-� South Stormwater BMP / // / /
1 \ / �� DI - Drop Inlet s.
E=2,480,018.187 \ \ Stormwater No. 14 Amphitheater", by / /y'� // / / 3/ E- Easti
ISF \ Parker 4 Associates, Inc., a� p�'/ / / .�°
(Sr F_ j Pond for Further Information. / /// / / - - ' n9 0�
Ex. Des. n / � ' � ❑ ecb - Exists Catch Basin r SITE
9 City of Jacksonville e
" i \ PVC orifice / tY ' ❑ edi - Existing Drop Inlet
D�s<nor pi j ca / / / D.B. 1045, Pg. 63 ❑ eeb - Existing Electric Box
p i FD Investments, LLC 9"� \ 9
, i, , y D.B. 4167, Pg. 801 \ 1 1 % / % / r M 0&I Zone elec. - Electric P
M.B. 67, Pg. 74 \ w 1 \ / / / / J
CC Zone Park I ' w Elev. -Elevation ot�'
Restaurant \ �� -.., \ ) ) / // / / / -) ax. asphalt path E -� elp - Existing Light Pole d�
/ �-Design
30" Redge of pavement 9
< ❑ epb -Existing Phone Box
Exists 1.
\ \\ _ ` �� ��� / // // / / //I /\ v,:; Fes- flared end section @f 1
.7 co m J
_ FFE -Finished Floor Elevation
,tt1
1110 r ' V ��ia INAV / }I�/ // / / YI // ( / V 1 d< fl - Flow
Top 46.50 / / - \ �/ \ / Z GL - Ground Level
\\\`\ / / \ IIss Im. 40.97 /, vI h/c-Handicap
CB �46�� / 46.00 /�// / I inv.- Invert
m 3537 \ \ \ \ \\\ �/ ((` 1 Top 45.00 \ - / / j 47.25 , I JB -Junction Box Vicinity Sketch
% _ F14450 ` / /, -/ / \ ass
- - - - / \ I Site Benchmark 00 2SF - Iron Pipe Found Not to Scale
r„ \
s \ \ \ �\ 1 �' / / 45.78 46- ` 47.40 a Nail in 18" Pine 0 ISS - Iron Stake Set Tract Data
r ex- 30" rcp / A :• �� 46.00 / / 50
V A v A
End Rolled // -� '41 45.35 �= 24• C4G E6 Valley
6 Elev. 47.67
'i a-^-� ' 9' _ _ / ^ 46.60 Getter, LF - Linear Feet Total Acreage .......... . ..... 11.29 Ac.
, � \ Curb �� � - (Typ-) M.B. - M Book \!, /i,, /%ef` 45.25 .� � / \ �1/-4'F See Detail (DatumNAVD'88) 9
\ �Ex Des 9^ �'=� `
Headwall / i (- J - /� { ' MEG -Match Existing Grade •'
\ co \ t Development Acreage 2.01 Ac.
With Wi s MH-Manhole
a \ \ •'\ /. i. kj 45.70 Acreage of Land to be
V n9 _, disturbed and exposed........ 5.96 Ac.
IpP��� 47.05 47.25 \ 46.95 \\\ N-Northing Acreage in parks or ther
TOA 45.45 a Pg. - Page
45.00 0' \ recreation land usage........ 0 Ac.
x a'ter \ 47.15 dP PKF - Pk Nail Found
See Is/e • I \+•' 0 Acreage in open space......... 1,81 Ac.
PVC- Polyvinyl Chloride Zone .......................... CC
46 Alate \ ) \
ih, "m r r \\� � � 'e Nb5 MH Top 46.40 g" ick Concrete 45.20 45.80 3 46.85 \ ��. \ \\\ top 460 RCP - Reinforced Concrete Pipe Number of Lots Existing ...... 2
'' '° ex. budding \ 3g- \` Im. 36.04 Spill Containment, ` 4554 46.15 // \ 46.7yyyy0 \ for ti�i7 R/W- Rights -of -way Number of Lots Proposed ...... 1
45.20 ) q- x 48.00 Sot Elevation g -
,fr! I r+ (PVC) 37.04 See Desi n Note #4 45.99 46.40 \ Number of Units Existing .... 2 (Commercial)
46.90,
Existing TOW 47.00 \ i ��'� _ - \ ' �'•- -�� 46.60 46 ` 46.70 _ \ ... TOA -Top of Asphalt Number of Units Proposed . - ... 2 (Commercial)
BOW 4500 '`_ _ -- \ 96, I Minimum Lot Size Allowed. ...... N/A
Stormwater 0 \ -- - H _ _ - - DI I _ 46.30 / 4 TOC - To of Concrete
' s ex. gra,ei 'ti \\ -i \ \ 46.20 \ P Average Lot Size .............. N/A
- ex ro - N1 t,Is�.. - - \ Top 44.50 \ / TOW - Top of Wall g
( i ' , , y x,� , • _ _ _ i " VIP YI -Yard Inlet
Pond 50LFof / 46.75 �= I 4q _ m.41.62 \ \ d..Vi_i'
yr K stone Block / Al A TOC End 46.30 A - - / EG
i r h y 5 eY of HW �� Curb _. - - \ 44.60 _ _ 46.85 #•Iss / cab
r° , v + Retaining Wall / 48 00 \ \ 46.15 / �� .. ,= ��_�` _ - - _ __ _ - _ sl. ' \ to 46.49 I \\\-+- - Flow Arrow General Notes:
I }n; 13* Behind Curb �11 45.20 r - \ In, .a,t4z.57 P
fl 45.88
_ - �� / ` \ -�- inv. 4293 t. Development area is most wooded.
Proposed Pro 'reposed Fence 5�-- P h'
��-rode- New Asphalt to be \\ Swing Gate - • TOC ` ` - - _ �� J P ` \ x Grade C - - - - - \ C Pi Label
\� D Behind Curb - - I O - De 2. There arena Areas of Environmental Concern as defined by LAMA on this site.
TOW 47.33 G k Flush with Ex. Conc. \ \ \ umpster 45.80 - - \ Break I1r i i \ CB w/MH Access
grey \ __ 6" Concrete Pad / ^�' 3. This project is not affected b a special flood hazard area hosed upon FEMA
BOW 46.00 / _ Building Pad �` \ 46.00 �\ TOA P j Y any Pet po
r i , < 47.75 / ` \ \ \ \ on 6• ABC Stone qs i� i / MH Top 46.80 l - Waodsline
o ra / / I - inv. 42.70 11 map LPN 370178 4378 J and 370178 4388 J (City of Jacksonville). Effective
rr �, /46'� �/ Begin 4� \ Z sh Cam •\, 46.30 46.30 - // b i November 3, 2005.
Rolled '- 48 \ Drainage Junction \ \ �93-� / /
r � � / y- - < �-- Proposed \ � P I \ � �� \ � �/ � � / / � , \ / �' 4. Topographic contours 4 Boundary taken from a survey by Parker and Associates,
Note: a Curb \ MH To 45.35
47.51 v -- P -p d'. a .-c" 1 - Roll Gate \ \ - TOC ` -41 Im.In 38.58 \ / \
� -ex- menal srreE � - . TOC \ 46.66 f 46.50 � \ - - _ _ / \ \ ae's Inc. dated 10/13/14, existing elevations shown on Existing Conditions Plan,
Contractor shall insure that he and all his workers (contractors, / <' set on cant. ex metal shelter \ \ 46.65 46.40 - - Inv. Out 37.58 ` \ \ \ b-b / / sheet 3 of 8. Proposed elevations shown on this sheet.
"u* °" _ \ 5. Exterior lighting to be b others, exterior lighting shall not adverse affect a
erp ex cap 9 \ - - = - - _ = , 46.50 - ` ` ` L \ X \ - „ rr, olio rP ' 9 n9 Y 9 n9 y nY
subcontractors and other site personnel) do not damage construction - \ --42 46.58 \ \ a I, box
stakes or other measures used in laying out the project whether by :�'t I \ �- - - - - - �{ TQA Drainage Junction `*/ traffic w adjacent properties. Lighting design to be by others.
�( C p epP =rx Aa TOA - - DI \ �2\ ` 46.15 MH Top 46.25 I Tie Swale to 6. All distances are horizontal ground, U.5. Survey Feet.
h the Engineer or another entity including those under the employ of the \ 46.80 - - \
47.00 - - Top 45.20 \ \ Inv. 40-r50 Bank at elev. 43.65 /C//
contractor. Contractor shall cause his workers to observe and verify New Asphalt 43- - Inv. 41.27 w . III / 7. Existing ditch banks are not to be disturbed. If existing ditch banks area disturbed,
to the fullest extent practicable that stakes, other measures and grades to Match �6y. elp , _ \ �1.� ` _ _ \ - No Gabion Inside they shall be regraded to have 3:1 or flatter side slopes and the centerline graded to
�' I are, or a to be, accurate and correct, and immediate but +or Ex. Surface Design C4G Chute - 46.78 \ 4 fjr, _ - _ - - _ - - _ - - _ _ _I roduce positive drainage.
PPS' N, pri _ 4' _ - - - - I - - P P nag
t Design Note #3 Note #3 `( Behind Island �.. \ \ - - - _ _ = J; II' eN
n 4 I to any associated work, notify the staking entity of any potential conflict, 9 e' 46.86 -43 - -- a%' 2°" r`P 8. Stormwater drains to Mill Creek in the White Oak River Basin basin and is
e } error or question regarding the work. The Engineer shall not be responsible `t,. � - - E' d't`_ classified as SC; N5W.
I exisnrg 10' high door _ `j \ - - - - .- /
If ail of the above measures are not strict adhered to. The Engineer shall aIPhah / - \ - - Contact En meet
N drive Proposed Chain 47.40 \ 44 - \ \ \ 9 9. Elevations per NAVD '88 Datum.
I not be responsible where due to damage, his staking can not be verified. Link Ferce \ q - '� I if Swale Conflicts 10. For additional details, see specifications and additional plans.
For crrticnl or costly components of the work, where the contraction believes D2 elp 24" C46 \. 47.58 47.65 R \ \ \ \ \ \ 1 I with ex. utilities
Overlay Asphalt 1 inv out 40.89 1 11. Areas noted for trails and greenways and/or required sidewalks shall be unobstructed
i ihatstaking may not be preserved, the contractor shall request the staking ., ; 1" (Typ-) TOA \ r from 6 inches below grade to 10 feet above grade (overhead clearance). Telephone
ex. body shop on Ex. Cont. Pad / Top 46.50 _ _ _ 1 TOA \ \ \
r sooty to place staking in an area where its preservation can be insured. Inv. 43.30 �>\ 4750 47.80 46.00 ) 49.28 Swale pedestals, electric transformers, drop inlets, fences, or a other obstructions shall be
" I' m / - - _ Design �. - -_ _ \ \\ \ Ped P any
,+ '.r , I _ / `` Note #3 \ \ \ \ \ , \ 43 87 removed and/or relocated in order to create and maintain this clearance.
Overlay Surface
12. Site
ject to
e and Pedestrian
See Design Not. \P\\\\\\\\\ \\\ \ ,�1 ' 47.88 \ \ \ \ \ C F _ 5:1 Swale @0.5% 13. Sidewalks will be free of oracles and brSenvksBi onto the issuance of la Final Certificate
i' x O\\\\\\ edi 46.33 \\ �\\\ Reserved \ \ \ \\\ \ \ Top 44. � I P !' \ p -\ \ \ \ \ \ Top 44.23 of Occupancy -
top ,,; +•� \i-ex coot I \\ Remove Ex. Drainage ex eo �� ' TOA Inv. 41.66 14. This Site is subject to a Jurisdictional Determination by the US Army Corps of
Li ., i; h/° ris. 47.75 v \\\\\\ nv. 43.33 Pipe See Sheet 5 of 8 p 1 For F''uture I 47.50 \ \ \ \ \ \ ex. halt
'i Draina e Pipe Chart \\\ as.00 \ \� p° City of Jacksonville
r ,. t P \\\ / I \ \ \ '\ \ . Engineers dated 01-16-2015.
Design \\ / I V 48.Op Building --r♦ \ , \ D.B. 128, Pg.
63
\ M.B. 28, P 213 16. The existence of utilities imply the existence of an easement.
, , / 9 \\ \ , _ \ ° x \ \ \ 15. Adjoining property information per Onslow County Tax Records.
Top 47.50 Note #2 \\O 47.75 47 75 ' \ � -47� � � � \ \ \ 44.90 g. j n9 P PeMY � P "tY
'u l v5•' t 14'hihdoor \ \
AREA Q10 DIAMETER GRADE LENGTH 9 TOA \ \ \ \ 04I Zone may ee
' / I \\\\\ _ -'t? ."ti r : ` 48.00 \ Design \ \ 4775 i ` Curb Outlet Chute Vacant 17. The owner' of this project may be eligible for a partial reduction in the monthly
+' r ' .PIPE (acres) (cfs) (inches) (ft / ft) (if) \\\ - , �•-;� _ - - \ Note#3 \ \ ' \ \ \
�!„. , \ �- `�'� :- -', ,-• - \ I 1z w/ Sidewalk Brid ' : II Swale Stormwater fee that will be associated with this development. To qualify for a fee credit,
r 'ir ' '.,, A - 1.15 8.23 18" RCP 0.005 138 / \ . _ _ \ \ , \ \ °p q FY
470.50 \ `\ \ \ \ \ \ See Detail Q44.0 the owner will need to provide to the City Engineering Division upon Completion of the
0.48 3.44 15" RCP 0.005 76
tin ii�' t r t 1 +5''• N 1 "r 'Cr 2.05 O5 14.68 68 24 " RCP 0.003 003 116 s, V I / / TOA pesiyn V A` \ \ ' Project, a completed Credit Application Accompanied by a copy of the State -Issued
I I \ 48.15 47.50 Note #1 \` \ Stormwater Permit as well as, a co of the Site Plans.
D. 0.51 3.65 18" RCP 0.015 96 \ \ \ \ \ e b III PY
\ \ \ _ top 45.16 f_ 18. Curb and ter at the two exists drivewaycut outs will be replaced to match existing
\ 'Foots _ >. ni 4456 / iII grade City in. ofthestreet.
t qi:4 -'., •;*g*• - 18.00 24" RCP 0.005 104 \ g➢, in, drlK \ inv. out 41.18 tree
1 H)iz r f 136 LF Total \ \ \\ , \ ^ 19. All construction shall be completed in accordance with the Ci of Jacksomille's manual
G - 98.00 36" RCP 0.005 270 /1 I \ �� \ \ \\\\ 111 ecb �Rj / /
r * 15" RCP @0.657 \ 48 WdSti \\ tid I top 46.76 ` a, of specification standards and desgn (mssd). A copy of this manual is available in the
H - - 48.00 36" RCP 0.003 180 `- FFE48.25 \\ ►t Grade ` �\ \ z
48.00 42" RCP 0.003 16 L \ - - - _, _ \\ \\\ \\ 111 Design frt. . \ et cn d
tp, * \ 48.00 \\ \ 1 g inv. 43.16 Break Droina94 Junction \ a \ v " / Public Services Department in Jacksonville City Hall.
TOA
SBM
46.85 Ire. 40.10 Top 5.5 \ \ \ /
I \\\ i t Dro Inv, 41.0
c 0:8 RCP = Reinforced Concrete Pipe roox •.e!p, \\\ 1t11tt a > ConvertEC6 End of Chute \
ic=5 min. CPS =Cubic Feet per Second\\ \\\\\\ 11j11t _ - - _ - _ - - elp j , to Curb Outlet / Elev.44.38
40
ilb=8.95 in/hr. LF = Linear Feet \ \ \\\\\\\\\\\\\\\\\\\\\\� II ittl`1� --_ - -� See Detail a /
(' r icla
FPS =Feet per Second - - \ edP II\\\ _ tI - - = ro 1763 - \ ...�.st� it / fes inv. in 41.48
y, *410 = Qmax for RCP typ 3 entrance with HW/D=1.2 -- _ 46.b a251 \ \ \ _ µ y ft
_ n Pe
_ _ _ - -ttt ex- 21 storm drat Pi \ / / top 45.35
\ 27" ° raVn p;p�e�FB - - \\ \\\ - \\\\\\\` \ jltj1tt111j11 / '- ` \ `i / 47.35 / fl 41.Qsa 36" cap Design - - - - -
�'NOTE* Note #3 \\ 1e` - - /\\\\\\\\ tall a / \ / �'- ` st sq
pvnus
ex. dreir .``' CA
Contractor shall use invert elevations shown on plans '- Deb''. ex. m \\\\\ j1Q1 v \ Convert 47.35 46-75 aw'7PKFi"sidewalk / .`� . AO
\ t1 - N=382,184.490 Q�••••."••••
for construction. Grades shown above are rounded. (--� pI '� - tl Pavement Patch \ ECBNood / / FESSlp•..y
1 LJ Top 48.00 °t Cam`[]�.dc P by P �,I Ih'1/ � / E=234\ 18.187 ,... / / / , - c ?Q, Nq�•y
•-_,._ Then As halt Over
/ \ to Dro Znlet MEG _
Inv. 42.42 "+ „> \Top 46.11 exisibg I = _
�yrr 111
Curb Outlet Swale Calculations Chart k MEG I /�/ / _ SEAL
or° erg peel / �` 5 \ a ISet t--O / a \\ / w: / : e_ s 37928s
Area Q10 Side- Channel Velocity Velocity
'y �` \ `
�y, ( (acres) (cfs) Slope Slope(o) (bare) (fps) (grassed) (fps) \ ��a / x•� !/ // e y• FN •_``
0.58 4.15 5: 1 0.5°s 2.32 1.17 G►NEEP'p
Poring Limits for-'r4p+ e / / '�''e%,'Qf1t •L. t.�I'�a`��,
le"smr,n Surface Overlay /�oD_'• / r'nurs,Nvt
I dro�n pipe See Design N#3 \ n� /whit /
r - Friction Factors ex. maintenance shop
C-0.8 n=0.02 Sare Earth FFE 49.2 I , j n Note \�� ,� dl x, Ir
r+i10=8.95 in/hr. n=0.05 Grass
Fl. rr'r v=1.99 R 2/3 s 1/2 ' ' O \ o,
, n �� _ %_ b /�� GRADING AND DRAINAGE PLAN
Note:
Line bottom of swale with American
t _ ecb ,�,,, MARINE CHEVROLET ADDITION
xceon ur ( � , ElsiClex Blanket After Rough Grading. fl m45.75
a, inv. 44.07 i J� A / / Stavros 4 Panagiote Bobotsiares 1408 Western Boulevard
/ / D.B. 3146, Pg. 877
r t • k�k eiNT
3.57z s . /� �' / / M.B. 68, P 66 P
4 , 9- Jacksonville Tw ., Onslow Co., North Carolina
Design Notes /1 cc Zone
f ' E-2,479,949.121 �' ��/
1. All Grades shown along the curb and gutter are for top of curb, unless otherwise noted. Grades in pavement areas are labeled s- ' � ,t" ji`J //'f Vacant Owner/Developer:
IVE
Accessible way Southern Crescent, LLC .
�'�� ��, TOA for top of asphalt. .1i �� P^ih / / .re
Ir w 2. The existing asphalt area to be cut out for the car wash building is to be patched with 6" ABC stone and 1 �' SF 9.5A asphalt. + /
/� 1408 Western Boulevard
r' The patch is to be paved flush with the existing asphalt.
Jacksonville, North Carolina 28546 BY.
1 yr„� ' 3. The Pavement section for the new parking addition is to consist of a 20' wide section 8" ABC and 2' 5F9.5A Asphalt for the
Yn r outer driver isle connecting Gateway South to the existing asphalt at the body shop. All other new areas are to consist of 6` �`-� �(, �fi°k \ j .�f GRAPHIC SCALE: 1 „=30r
n
ABC and 1 }" 5F9.5A asphalt. The existing asphalt area and patched asphalt around the new car wash building are to be paved 0 10 20 30 60 90
I1', DATE05/04/15
Tt i, with a 1" overlay surface of 5F9.5A. The top of the finished overlay surface is to match the new pavement sections in the as \ 7
��raa �
parking addition. 1o'`r' r / SCALE: 111-30n
�.'4. The concrete spill containment is to have inside dimensions of 24' length x 5' width x 12" height with the inside bottom surface / FEET
installed level. Install a 4" PVC sleeve with screw cap at the bottom invert for controlled dewatering. °` Q�
`° No,. Parker & Associates, Inc. Bar,
�t V"'
i
k' � 5 ,, � ��� r� � / r�s: Chevy Consulting Engineers -Land Surveyors -Land Planners 9+' �Oas
Rev. 06/22/16 SJL -Revised accessible ways 4 H/C arks add striped sales area Field Book: Jax Commons#4A, Pg. 6-13 P.O. Box a78 - 28541-Oa78
1 r ,'F R M parking, Pe / / Disk Name: Acad 2526 306 New Bridge Street - 28540
`{ yri; e" 'Rev. 06/29/15 JLM -Revise dumpster pad and containment outside easement, and revise saw cut area.. Jaelmonville, North Carolina
i )".` R@v.96/10/15 BLD -Added Accessible Route, Labeled Headwall With Wing, Revised General Notes, Revised Design Notes, Revised Proposed Ekvatians, and Revised Dumpster I Filename: MARINE CHEVY-Site.dwg ELB
Job No.: 5140923-5889 Sheet 5 of 8 Phone [phone] -Fos [phone]
S Y,i i Firm tlrtwn�e Nnmher_ F-nina
�syn1•i�.��(i , 1: 5 +

1
Standard Colors (All Signs):
RESERVED PARKINGD Background - White
Provide One HC Point 18 PARKING Lettering/Border - Green
+ Symbol on Each HC Parking Arrow - Green
Space W/White Traffic Paint IB" Figure - White on Blue Field
Corner Radius - 1112" (TYP )
iI d.
See Sheet
} • Sign R7-8 1 of 8
,,I � ,,-' 1.•., For
MAXIMUM VAN Dimensions
,. .' W
3'± 9^ PENALTY
s250
9•, CCESSIB
f i
r ,
,2"
1T
r `
SIGN R7-8D
VAN ACCE55IBLE SIGN
i,l silt r
r
h %
12"x18"xi/4" Aluminum handicapped
parking sign R7-8 or R7-8A, to read
Reserved Parking" with identification
symbol (G.S. 20-37.6) bolt to steel tube
with 3/8" cadmium plated bolts, ruts,III
with
and washers_6"
12"x9NI/4" Aluminum sign R7-8D
"Maximum Penalty $250" (G.S. 20-37.6)
2"x2" Steel tube extend into coot. filled 4'-b"
2.5' From EOP
+Gy i
pipe 2'-0". Provide welded watertight cap,
rl
paint white
Van
Accessible
See Sheet I of 8
For Dimensions
5'
See Sheet 1 of 8 _ {
1 ForFor D,En_sionsS
Car
Accessible
(TYp )
Parkine Spaces (Typical)
Not to Scale
BOLLARC
4' SCH.
PIPE, FIl
3000 P�
33' From DI Grate To Flowline
E ��D►
I C2 C1
0
p 5'-0" Sidewalk 12' To Walk
o Concrete Channel Channel at
Under Sidewalk Angle
0
Drop Inlet
Grate 44.23
C2
LE D
EXPANSION
USE SECTION D & E
WHERE SIDEWALK
DOES NOT OCCUR
irl "; 9 7/8" Diameter Hole
. 6' Long Precast 2„ 4 1/2" 2„ '.
I Bumper Block
i - r 2 112" _
4
r �, Paint pipe base white
r, 2 #4 6" •JI - * -
Pavement 2 6 Reinforcing Bars P 3 1/2" -
�' i u ABC
8" Dia. Std. steel pipe filled with >'
> I I e: e
concrete w/#6-14"bog tabors •-
y{,1.,1' each way thru pipe - Asphalt
I I�- 2 - 3/4" Diameter Reinforcing -
ler 3 6' I I
LI BAR 24` Long Per Each Unit a' MIN.
1'-6" Did. concrete base 4' MIN.
Section View 12' MIN.
! DIA.
Sign elevation �I'-6"�
Precast Concrete Bumper Block Typical Concrete Bollard Detail
cr ,' Note: Handicapped parking sign shall conform with Not to Scale Not to scale
current state, local cod" S A.D.A. regulations ,
all.
' Handicapped Parking Signage
Not to Scale
Radii (See Hans) A Radii (See Hue)
( 1
(;Y ' r , ✓ Face Of Curb 1'6"
` I
r
4'6'
'( I"'
r !.+ 1/2'R -4 1/2'R VERTICAL CURB &GUTTER A
''•:_ • (Typical) Flowrre
y(
5.55
Drneway with 2'-0•Curb 66utter
4ii! s I/2R
s•. NOTE 5 Plan View
e'-a"
r
Existing Edge
of Pay.... ... HE
ement
d
Section A -A
16' or 12'
1/2^R � � I ex MOUNTABLE CURB & GUTTER
, 18y (At Outer Loop By Pipe "I",
" ' a' .. I L31L See Plan for Location) Detail Date: 04/19/2006
' I NCDOT Modified Expressway Valley Gutter
NOTE 5
�� � ' � - '- - � -. - :.� , i- • ^ Not to Scale
i I /
Y USE AN APPROVED BUM RUBBER
(MASTIC) SEALANT APPLIED TO TOP
NOTES OF CONE SECTION
24' DIA-
1. 1. Score curb & gutter at 10' o.c. .....................
2. Provide 1/2" expansion Joints at 90' o.c. _ e
3. Concrete to be 3000 P.S.I. O 28 days, air entrained. - b,r 1/2 DIA' "
41 2' THRU 4' STAINLESS STEEL
4. Spill sections will be approved on a case -by -ease basis by City Public Services
Director. ECCENTRIC CONE _ "U" BOLT
7i" 5. Chamfered edges abutting asphalt ors not permitted. AS REQUIRED 1O 3/4' TAD.
' Typical Curb &Gutter Sections ' PLACE •u• BOLT
- .................TOP.. ,s
` .`" - 12"OF FROM
(City of Jacksonville Detail #402.01) of MH
," ALL JOINTS TO BE T & G
r r: Not to Scale `p, .`,.:_ r'•-- t!' <
kn�U-• <. (MASTIC)RGA GASKET ETINGBER
;.� ", ''t�•^.01N ;kiln AASHTO M-198, ASTM. C-990,
FED SPEC SS-S-00210 (210A)
PRECAST MANHOLE TO MEET
1' THRU 4' - ; ` REQUIREMENTS OF ASTM.
F
I , irr I %', , ' "�� 2"SF9.5A For Truck Route/Outer Drive Isle (See Plan For Location) RISER SECTIONS) C478, AASHTO M-199
AS REQUIRED
r -;: ! Use Rolled Curb By Ex. Pond 1}" SF9.5A Typical •'- "'
�r•,';.e (See Plan For Location)
-
8" ABC For Truck Route/Outer Drive Isle (See Plan For Location)„w
' ,' "• ` ' 6" ABC Typical - e 5:1 GABION MATTRESS
Ile > -4" DIA RIP RAP
sRECAST OPENING
t,'r n•' n - c - - 2EQUIREO FOR ALL PIPES.
24" _ ZE PLANS FOR PIPE SIZES
6' MINIMUM EXTENDED BASE
Compacted Subgrade BASE SECTION
AS REQUIRED
, ` e
Ib'TPv ', r ' � 6• MINIMUM
Paving Section SET MANHOLE ON 12"
SY OF No. 57 STONE.
r ',i,; -
D4y Not to Scale
2C '
�.
� I ,
,
� n
yy' 4; '� "y Rev. 06/29/15 JLM - Revise Dumpster Pade Detail and grades.
d + ' ; .1 a ,. .I _, n..«„n end"d cidowalk Ramo Detail. Revise Pavirq Section, and Revise Yardinlet Detail
• i- -3"x3' MESH OPENINGS
"' -MESH TO BE CORROSION
RESISTANT MEETING
ASTM 974-97
Isometric View
12 12
11/4
JOINT
ne Hood and Install
44 56 Reinforced Concrete
In Gutter, See Sect)
8ECTION C-1 & C-2
CURB OUTLET O SIDEWALK
24
SECTION D
IAPEZODIAL CHANNEL
LV
2'-0' 2'-0'
SECTION E
TRAPEZODIAL CHANNEL
��
- GRASSED SWALE IN 20'
EASEMENT FROM CURB
POINT TO OUTLET
ItEBAR
12 12" O.C. E.W.
I I1r CLEAR CONCRETE
-� RINFORCING SECTION
Curb and Gutter Outlet Detail
Not to scale
Temporary 5'
Tall Steel Post
12"
2'
Finished Grade at �-
"Top!' of Grate
j\// L2 DutyFraseW
and Grate
2Grout
2' Min
8" Concrete Brick Walls
or Precast Vault with P,pe
Extended Base.
Grout Invert Channels
Ex. Gateway
South
Temporary } Inch
19 Gauge Wire Mesh
on all sides
Temporary #57
Filter Stone on
all sides
-2' Wide 4" Thick Concrete CollorAround Grote 1/2" Drop From Outer
Lip To Grate
16"
2-
A4 Rebor at 12" O.C. each way
or Monolithic Precast Bottom
Drop and Yard Inlet Catch Basin
With Temporary Rock Filter
Not to Scale
Notes:
1. Box to be in accordance with NC DOT Standards. (840.01-.02) Box
to be enlarged to accommodate larger or multiple pipes as required.
2. Frame and grate to be U.S. Foundry 6 MFG. Corp. 4139 Frame 6
6429 Grate or approved equal.
3. All sediment, wet, mucky, w yielding soil materials shall be removed
and replaced with compacted select fill prior to placing base course.
i
4. All drop inlets in asphalt surfaces shall have 2' wide concrete collars
around inlet grate.
Gabion Mattress installation Notes:
1. The purpose of the gabion mattress is to meet the aquatic life passage requirement
for the stream impact. The gabion is to be installed at the some terse as the
junction manhole.
2. The gabion mattress is to consist of rip rap with a 4' maximum diameter. The wire
mesh to encase the rip rap shall have 3' x 3' openings, and be corrosion resistant
meeting ASTM 974-97.
3. The gabion shall be installed flush to the 12" drop invert, and sloped at 5:1 to the
bottom of the junction manhole. -
4. Install the wire mesh with a minimum overlap of 12", and secure overlap with plastic
zip ties or corrosion resistant wire meeting ASTM 974-97.
'
PLACE COMPACTED
ti0g1
NJ
No. 57 STONE
AROUND ALL PIPES
EXTENDED BASE Oh
ALL MANHOLES
Drainage Junction Detail
Not to Scale
GABION MATTRESS
NTH 4' DIA. RIP RAP
CORROSION
RESISTANT
�• s�a a-s• .•
i�97R O :• •.
�:rt� any.
6'
MOUNTABLE CURB
``ram -ry STRAIGHT BACK CURB
CONCRETE APRON
le PREFORMED EXPANSION STRIP
- SCORE JOINT FOR EXISTING CURB & GUTTER 1/2'
PREFORMED EXPANSION STRIP FOR PROPOSED CURB
& GUTTER (TYPICAL BOTH SIDE RETURNS)
8' THICK CONCRETE APRON
FILLER POURED WITH SIDEWALK
3'-6' MIN. Ism
F
HICK CONC. APRON u_ca A
SCORE JOINT VERTICAL CURB
0.0% SLOPE
PAVEMENT
• y- •t-"s -:'
COMPACTED BACKf1LL�
6" THICK CONCRETE APRON
FILLER POURED WITH SIDEWALK
6' TUCK CONCRETE SIDEWALK 3'-6' MIN.
PUCE 1/2' PREFORMED EXPANSION 6" THICK CONC. APRON "
STRIP HERE WHEN CROSSING SCORE JOINT 6 MIN. n
EXISTING CONCRETE DRIVES �O,OX SLOPE MOUNTABLE CURB
PAVEMENT
NOTES' 4
1. See sheet 3 of 3 for notes.
Commercial Driveway Connection
(City of Jacksonville Detail #404.01)
Not to Scale
PREFORMED EXPANSION
CONCRETE
DIMENSIONS
PIPE
MI
D1N0.
1 H A
B
C
I E
I F
I G
I L
W
K
M
P
.
42
102 32
48
12
21
8
8
B
8
341
84
1150
ALL /s IN 1115 L.TIAKI ANIL NUILU In aiVNW
1
TL
FRONT VIEW
- ALL CONCRETE TO BE 4,000 PSI -
(NOTE 2)
REINFORCING
DIA
'C' BAR 'D' BAR
No.T LGT. I NO. LGT
42"
1 4
4'-3" 4
4'-2-
W 12' ON CENTER
/4 BAR
12" ON CENTER
TOP VIEW
NOTES
1. All comers to be chamfered 1".
2. The Contractor will be required to place (2) #6 bars Yes in the top of all
endwalls from pipe culverts 42' and over with a minimum of 3" cover and
a length of 6" less than endwall.
3. Forms are to be used for construction of the bottom slab.
4. Wall thickness "G" shown is not to be interpreted to mean that thickness
acceptance, but are used only in computing endwall quantities.
5. If Contractor elects to use construction Joint at bottom of pipe, Dowels shall
be placed in the base as shown on the plans. Spacing of bars to be
approximately 12" on center unless Public Services Director directs otherwise.
Lap bars a minimum of 48 bar diameters.
6. When Contractor elects to use construction joint at bottom of pipe and pours
base separately, the top base shall be left rough.
7. All concrete to be 4,000 P.S.I.
Typical Headwall, Wingwall, & Splash Pad
(City of Jacksonville Detail #636.01)
Not to Scale
(Modified by Parker & Associates, Inc. 05/28/15)
GPS: Chevy
Field Book: Jax Commons#4A, Pg. 6-13
Disk Name: Acad 2526
Filename: MARINE CHEVY-Site.dwg ELB
Job No.: 5140923-5889
`s„ss111n ntr,
+.•`2oQ: EEssio
SEAL
37928
" 16. F
e, AN
'rrrpnl W
SUP RESISTANT WARNING SURFACE ISOMETRIC VIEW
MAXIMUM SLOPE - 12:1
(TINTED BATTLESHIP GRAY) 20'R - S-1 7/8"
SEE NOTE 4 - VARIABLE SLOPE-RESIDENTAL17,
-
NOT TO EXCEED 12-125'R 5'-8 1/8' 'gZ
30'R - 8'-5 3/4' r m
SEE NOTE 3 a m t o
f _ 3 U
RETURN
B i --•j''pa •gip •`.�. •-r a p��• _ �!
6' MINIMAft
UM �` 1/2" PREFORMED
4'-0" MINIMUM EXPANSION STRIP
6' MINIMUM VARIES PER RADIUS OF
CURB RETURN Q-
��S�O 4' THICK 6' MINIMUM
CONC. SIDEWALK <cic 63:ep
1/ - PREFORMED 'ALA DETECTABLE LL VERTICAL OURS
ASPHALT IMPREGNATED WARNING DEVICES'
EXPANSION STRIP 12"t MAXIMUM SLOPE PAVEMENT
COMPACTED BACKFlLL
85CMION A -A
z NOT 1a SCALE
2 VARIES PER RADIUS OF CURB RENRNjI
1/2' PREFORMED z DEPRESSED CURB DEPRESSED CURB m
ASPHALT rc 6'-0' 4'-0" 8'-0' 8'-0' 4'-0' 6'-0" a:
IMPREGNATED 8 MIN. MIN. TOP OF
EXPANSION STRIP CURB
VERTICAL CURB••'•
VARI. SLOPE NOT LINE
TO EXCEED 12A
DEPRESSED CURB SECTION B-B
MATS MADE OF A COMPOSITE MATERIAL AS MANUFACTURED BY
ARMOR -TILE, ADA SOLUTIONS, OR OTHER MANUFACTURE AS
APPROVED BY THE PUBLIC SERVICES DIRECTOR. BUILT IN
TRUNCATED DOMES ARE TO BE SET FLUSH WITH THE CONCRETE
AND THE ENTIRE SURFACE BETWEEN THE MAT AND CONCRETE
GLUED WITH EPDXY CEMENT. EACH MAT IS TO BE AT LEAST
T LONG AND 3' WIDE
NOTES:
1. Detectable warnings shall contrast visually with adjoining surfaces, either light
on dark or dark on light.
2. The material used to provide contrast shall be on integral part of the walking
surface.
3. Dimensions assume 90' centerline intersection of streets.
4. Concrete shall be tinted battleship gray. Painted surface will not be acce3fable.
Typical Wheelchair Ramp - Type I
(City of Jacksonville Detail 405.01)
Not to scale
(Modified by Parker & Associates, Inc.11/01/13)
I� PLAN VIEW
%a
sc:r:.`i`; -rt"-t';�: ^.';-:; ,'>;•_.`�j- 6" THICK CONCRETE PAD
z '7: s• ;.�;. ,,, ] TO BE 3,000 PSI AIR
i >• "' -.-�. , y - ENTRAINED AT 28 DAYS
.25
TURN DOWN EDGE
FOOTING BELOW
MATCH PRIMARY
SECTION A -A
PROVIDE 6x6 W2.9 x W2.9
6' WWF - 2" FROM TOP
SLAB AND MIN 3" FROM
AW EDGE
NOTES
1. Provide 1/2" preformed asphalt impregnated expansion strip along perimeter of
pad if concrete dumpster pad abuts any concrete.
2. Dumpster to be screened. Minimum gate width to be 11'-0" in accordance with
the City of Jacksonville zoning ordinance.
Dumpster Pad Detail
(Without Floor Drain)
(City of Jacksonville Detail 409.02)
Not to scale
(Modified by Parker & Associates, Inc. 06/08/15)
SITE DETAIL SHEET
MARINE CHEVROLET ADDITION
1408 Western Boulevard
Jacksonville Twp., Onslow Co., North Carolina
Owner/Developer:
DSouthern Crescent, LLC
1408WesternBoulevard
Jacksonville, North Carolina 2 854ftFrF®VEl
Sheet 7 of 8
DATE: 05/04/15 U
SCALE: Not to Scale BY'
Ass
nalilting arEngineer&- Land Ourveycites,
eS'Land Planners
P.O. Box 076 - 28641-0976
308 New Bridge Street - 28.140
Jacksonville, North Carolina
Phone [phone] - Fax [phone]
rrrl License Number, F-0108
, ^ , ,.,;'�. K2V. Va/LV/10 aLU - naaeu umnya, c� , �� ...•,..„..-__- _. .. _ ._, _ _. _ _
, r

Page 1 of 1
1, JOHN L. PIERCE, CERTIFY THAT THIS PLAT WAS
DRAWN UNDER MY SUPERVISION FROM AN ACTUAL SURVEY
MADE UNDER MY SUPERVISION (DEED REFERENCES SHOWN
HEREON): THAT THE BOUNDARIES NOT SURVEYED ARE
CLEARLY INDICATED; THAT THE RATIO OF PRECISION
AS CALCULATED IS 1:10.000+ a -THAT THIS PLAT
WAS PREPARED IN ACCORDANCE WITH G.S.47-30 AS
AMENDED. WITNESS MY ORIGINAL SIGNATURE,
DAY O AT10K NUjuIBER AND L THIS
��. ., —
I, JOHN L. PIERCE, REGISTERED LAND SURVEYOR NO. 2596, CERTIFY TO
ONE OR MORE OF THE FOLLOWING AS INDICATED:
A. THAT THIS PLAT IS OF A SURVEY THAT CREATES A SUBDIVISION
OF LAND WITHIN THE AREA OF A COUNTY OR MUNICIPALITY THAT
HAS AN ORDINANCE THAT REGULATES PARCELS OF LAND;
B. THAT THIS PLAT IS OF A SURVEY THAT IS LOCATED IN SUCH
PORTION OF A COUNTY OR MUNICIPALITY THAT IS UNREGULATED
AS TO AN ORDINANCE THAT REGULATES PARCELS OF LAND;
C. THAT THIS PLAT IS OF A SURVEY OF AN EXISTING PARCEL OR
PARCELS OF LAND;
D. THAT THIS PLAT IS OF A SURVEY OF ANOTHER CATEGORY,
SUCH AS THE RECOMBINATION OF EXISTING PARCELS, A
CGURT—ORDERED SURVEY OR OTHER EXCEPTION TO THE
DEFINITION OF SUBDIVISION;
E. THAT THE INFORMATION AVAILABLE TO THIS SURVEYOR IS SUCH
THAT I AM UNABLE TO MAKE A DETERMINATION TO THE BEST OF
MY PROFESSIONAL ABILITY AS TO PROVISIONS CONTAINED IN
(A) THROUGH (D) ABOVE.
JOHN L
NORTH CAROLINA ONSLOW COUNTY
I, A NOTARY PUBLIC OF THE COUNTY AND STATE
AFORESAID, CERTIFY THAT JOHN L. PIERCE, A
REGISTERED LAND SURVEYOR, PERSONALLY APPEARED
BEFORE ME THIS DAY AND ACKNOWLEDGED THE EXECUTIOt�'Y "B""'..
OF THE FOREGOING INSTRUMENT WITNESS MY HAND�`'l l 1J44 y
AND SEAL THIS `-DAY OF NO r
81.10 �
REGISTERED LAND SURVEYOR NO. 2596
S 3W 56' 55" E
NORTH CAROLINA ONSLOW COUNTY '-® /' 4
THE FOREGOING CERTIFICATE (� /l"C
NOTARY PUBLIC IS CERTIFIED 0 E I N/F 81
INSTRUMENT WAS PR TED FOR E _TRA NAND
RECt?R� OOK PAGE KENNITH WHICHARD
SLID -T S OF D.B. 858 P. 138 m
1 AT ' CLOCK d�
REGISTER OF
I
OWNER CERTIFICATION
I (WE) . CERTIFY GTHAT I
(WE ARE THE OWNER( OF Ma pq Ls
SUBDIVISION AND THAT: -01%r-ut LQr.5 K44WlVhfA"#,hWw-
G940 r►w+ay LLC 6,4W.
(1) THIS PLAN OF SUBDIVISION IS ADOPTED WITH MY
(OUR) FREE CONSENT;
�2 ALL REQUIRED IMPROVEMENTS WILL BE COMPLETED;
3� ALL REQUIRED IMPROVEMENTS WILL BE IN COMPLIANCE
WITH THE MINIMUM STANDARDS SPECIFIED BY THE
CITY OF JACKSONVILLE FOR THEIR CONSTRUCTION;
(4) THESE IMPROVEMENTS WILL BE FREE AND CLEAR OF ANY
ENCUMBRANCE OR LIEN;
(5) THE RIGHTS —OF —WAY, EASEMENTS, COMPLETED IMPROVEMENTS
(WATER AND SEWER FACILITIES, PAVEMENT AND SIDEWALKS)
AND PUBLIC PARK OR OPEN SPACE ARE HEREBY DEDICATED
TO THE CITY OF JACKSONVILLE (OR STATE OF NORTH
CAROLINA, COUNTY OF ONSLOW) WHICHEVER IS
APPROPRIATE; AND
(6) THE IMPROVEMENTS ARE GUARANTEED AGAINST DAMAGE FROM
ONGOING CONSTRUCTION ACTIVITIES AND ARE GUARANTEED
FOR 18 MONTHS AFTER ACCEPTANCE FROM ANY DEFECTS IN
CONSTRUCTION, (IF APPLICABLE).
A
CERTIFIED T,�J A�� SIGNED IN MY PRESENCE, THIS
DAY OF (�Llel� 19-5-01
:T'1Y B(/t
''•.,,
ir0 rgR0�'jcNY FKjtlu(;
ct
MY
REF: M.B. 34 P. 82 SLIDE J-349
N.C.D.O.T. PROJ. No. 9,8031446
60' X305' 1
JOINT ACCESS
R/W—
N38' 56' 55" W 3000
S 40' 11' 21" E 190.56
-170; rt4- - .— —EI1
CITY CLERK -CERTIFICATION
I,JACKSONVILLE, THE CITY CLERK
OF N RTH CAROLINA, DO HEREBY CERTIFY
THAT THE JACKSONVILLE 1ANNING DEPARTMENT APPROVED
THIS PLAT FOR RECORDING AT THE OFFICE OF THE REGISTER
OF DEEDS OF ONSLOW COUNTY, NORTH CAROLINA. (THE CITY
ACCEPTED THE DEDICATION OF THE STREETS, SIDEWALKS, WATER
AND SEWER FACILITIES, OTHER PUBLIC FACILITIES, EASEMENTS,
RIGHTS —OF —WAY, AND PUBLIC PARKS; HOWEVER, THE CITY ASSUMES
NO RESPONSIBILITY T %13RENlf MAINTAIN THE SAME, UNTIL, IN
THE OPINION OF Q�V$ /.VpDY OF THE CITY OF JACKSONVILLE,
IT IS IN THE PUB j$S; S0.) IF APPLICABLE
N/F
CITY OF JACKSONVILLE
D.B. 1045 P. 63
EIS
� N ,
64,7"
E u, N
.IS
12' EASEMENT ` \ " COBLE" NAD 83
N- 380,016.569
.52 /// ` E= 2,485,291.592
CF- 0.999902800
APPROX. LOCATION OF 20'UT61TY '//
EASEMENT (ACTUAL ESMT. TO BE CENTERED 10' PEDESTRIAN &
ALONG WATERLINE AS INSTALLED) UTILITY EASEMENT ' >, GATEWAY SOUTH — 60' R/W l
/ U ` N Ar
KENNITH WHICHARD
ALL STREETS ARE PUBLIC UNLESS DESIGNATED
OTHERWISE.
s OW ON 05"W
2&26 /// j/
i
'
D.B. 858 P. 138
m,
LOT 3
�(A
8.27 AC.
CITY OF JACKSONVILLE WATER AND SEWER TAP FEES, OF
N�
��
APPLICABLE, (FACILITIES CHARGES) MAY NOT HAVE BEEN
CITY OF JACKSONVILLE
eq
PAID ON THESE LOTS BUT MUST BE PAID, IF APPLICABLE,
PRIOR TO THE ISSUANCE OF A BUILDING PERMIT.
S 38'
56' 55" E
SIS
i
D.B. 1217 P.46
�8
200.00
wl
f
jl
v
�3
a
BUILDING SETBACK LINES ARE ESTABLISHED
I$
I -1
7n-
�
ml
g
EIl
'
WITHIN THE GUIDELINES OF THE CITY OF
I
I
JACKSONVILLE ZONING ORDINANCE, DATED
�o
LOT 3-A
Mo
AUGUST 22, 1972.
In
1.01 AC.
oN
z
I
�N
30'UTILITY EASEMENT
��
7
o
N I
c
N 37;43'11"W
`
of
161 23'
4.-- --'MINIMUM BLDG. LINE-----------'nl--�-_ __----
-N 38_585_SS_W 205.00— L------------------ -----{
I " ECONO" NAD 83
--200.00 =-- --- - - - - - - - - - - 520.00'- - r- - - - - - ( N- 377,724.210
EIS N 38' 57'4 W E= 2,482,751.050
;1S SIS N 38' 56' 55" W 720.00' (TOTAL) 779.86' \
B' SIDEWALK & N 38' 57' 49" W
PEOESTRAN MT. 3153.41'
STA. 222+50
(RIGHT-IN/RIGHT-OUT)
--------------------------
WESTERN BLVD. — N.C.S.R. 1470 — 200' R/W
R/W— -- —
STA. 230+00 (N.C.D.O.T. 60' ACCESS)
e
7X7
8Y:
FINAL PLAT
DIVISION OF LOT 3
KENNITH P. WHICHARD & MONA' S LLC SUBDIVISION
PREPARED FOR
MONA' S LLC
JACKSONVILLE TOWNSHIP, ONSLOW COUNTY, NC
PREPARED BY
JOHN L. PIERCE - SURVEYING
409 JOHNSON BLVD. JACKSONVILLE, NC 28540
PHONE: [phone] DATE: FEBRUARY 4, 1997
CURVE
DELTA RADIUS ARC
CHORD TANGENT CHORD BRG
SCALE: 1 " = 100' F.B.307 PG.1
LINE
BEARING
DISTANCE
1
16' 39' 05" 1366.65 397.18
395.78 200.01 S 42' 42' 46" W
,
JOB #972880 FILE NAME: MONAS4.DWG
L1
S 34' 23' 13"
W
50.00
L2
N 55,361 47"
W
35.00
L3
S 06' 41' 45-
W
15.00
100 50 0 100 200 300
L4
N 51'03'05"
E
30.00
LEGEND
OWNER/DEVELOPER:
EIS -
EXISTING IRON STAKE
MONA' S LLC
SLUE IN FEET
SIS =
TRACT DATA: ECM -
SET IRON STAKE
EXISTING CONC. MON.
MARINE BLVD.
TOTAL AREA: 9.28 ACRES SCM -
SET CONC. MON.
JACKSONVILLE.
910-455-212 NC 28540
91D-455-2121
NO. OF LOTS: 2 D&UE -
DRAINAGE & UTILITY ESMT.
Book: 34 Page, 1977-crafoni (4&� Seq: 1

Page 1 of 1
Legend:
�4pi P<crearan
Ac. -Acres
oc''n
W L-P
Ch - Chord
CP - Control Point
�s
Site cwnmoa" area swrh
D.B. - Deed Book
e a
GL - Ground Level
&.
O ISF - Iron Stake Found
0
O 255 Iron Stake Set
L - Arc Length
a
M.B. - Map Book
�1
Pg, -Page
J
O PKF - PK Nail Found
R - Radius
R/N! -Right-of-way
Vicinity Sketch
Not to S.*
ISF
r
FD Investments,
D.B. 4167, Pg. 801 r,5F
M.B. 67, Pg. 74 \
\
\ \�g0
emu?.
\ter
\ N13.0 5"
\ kTss
\ 6L
6L
Existing 12' Easement
per M.B. 34, Pq. 82
NOTES:
1. Building setback tines are established within the guidelines of the City of Jacksonville
UDO, Adopted by City Council on April 22, 2014, mandatory effective date on July 1, 2014.
2. Building setback hnesshouki be verified by the current City of Jacksonville Zoning Map
prior to building constructiom
3. This site is rat affected by any special flood hazard per FIRM CPN 370178 4378 J and
370178 43$8 J (City of Jacksonville) Effective Nov. 3, 2005-
4. All distances are horizontal ground, U.S. survey feet.
5. All acreage calculated by coordinates.
6. Me Register of Deed search done by or furnished to surveyor regarding deed or covenant
restrictions.
7. The GPS portion of the control work was performed to third order,
Class I FOX specifications, the coordinates were obtained by Real
Time Kinematic Differential GPS Observations using Trimble Survey
Grade 5800 GPS Unit, NCG5 RTK Network Adjustments to NC Grid
NAD'83, 2011 Adjustments; Average Positional Accuracy is 0.08'
S. Existing number of lots = 2.
9. Proposed number of lots = 1.
10. Minimum Building Setbacks:
CC Zone: 0&I Zone:
Front Yard = 35' Front Yard = 25'
Side Yard = 4' Side yard = 4'
Rear Yard = 4' Rear Yard = 4'
I, Edwin N. Foley, Professional Land Surveyor L-2884,
certify to one or more of the following as indicated:
❑ A. That the survey creates a subdivision of land within the area of a
county or municipality that has an ordinaneethat regulates parcels
of land:
❑ B. That the survey is located in a portion of a county or municipality
that is unregulated as to an ordinance that regulates parcels of land;
o C. Any one of the following:
1. That the survey is of an existing parcel or parcels of land and does
not create a new street or change an existing street.
2. That the survey is of an existing building or other structure, or
natural feature, such as a watercourse; or
3. That the survey is a control survey.
Xb. That the survey is of another category, such as the recombination
of existing parcels, a court -ordered survey, or other exception to
the definition of subdivision;
O E. That the information available to the surveyor is such that the surveyor
is unable to make a determination tothe best of the surveyor's
professional ability asto pro isionsJc`oontaaiiin eef-dy in (A_) through (D) above.
��tM•1/.'�YfY
Edwin N. Foley, P.L.S., L-288
City of Jacksonville
D.S. I045, Pg. 63
M.B. 28, Pg. 213
D.B. 4202, Pg. 748
M.B. 28, Pg. 213
2.01 Ac.
to be combined with
0&1 Zone
4
Southern Crescent, LLC \
D.B.1533, Pg, 392 \
M.S. 34, Pg. 82
9.28 Ac.
11.29 Ac, after recombination
a
6L
110"40•
-.30'�E 77..92' }"I88 I
sr
R=330.00'
L=91.99'
Ch=512°15'20"E `
91.69'
hiss �r
o plc,
�?4
ull
0
New 12' Pedestrian
Easement
I
R_270.00'
L-257.36'
Ch=507°03'58'W
247.73'
1'
CC Zone \ j
\
\\ 'CP#7 PKF in ldtwolk
N-382A84.490
/ E-2,480,018.187
1
Unlit} 10' Pedestrian &
Utility Easement �
per M.B. 34, Pg. 82 i
F ` PKF
t�F-3 2,(W.672
E=2,479949.12I -
I 45
This property is exempt from the City of Jacksonville UDO per
Article 2.3, C., 1., which states "The combination or recombination
of portions of previously platted- lots where the total number of
lots is not increased and the resultant lots are equal to or exceed
the standards of the City as shown by the regulations prescribed
by this ordinance."
C—ityof ksomilePllePl mna�g epartment Date
f / FIELD rW )o WA
DIBKt.MME: Amd2826
3 s/ 1dw,-"twnb Av KHW
At
SEAL
L-2884
RECOMBINATION MAP
I, Edwin N. Foley, certify that this map was
drawn under my supervision from an actual
survey (Deed and Plat references as shown
hereon), with control corners shown, made
under my supervision, completed in September, 2014,
that the average relative positional precision
is 0,08%that the boundaries not surveyed we
shown as broken lines drawn from sources noted,
that this map was prepared in accordance with
G.S. 47-30 as amended, this map was prepared.
for recording purposes.
itnessmy original signature, license
number and seal this 3yday of
S�L�iN/3L7L AD 2014.
Edwin N. Foley, P.L.S_ L-2884 .I
NORTH CAROLINA. .........ONSLOW COUNTY
I,�hanja&MLI �
Review Officer of Onslow County, certify that
the map or plat to which this certification
is affixed meets all statutory requirements
for recording.
W
Ad�G� YiXi� b -9 --14(
Review Officer Date
NORTH CAROLINA...... ........ ..ONSLOW COUNTY
Doc ID: 011479500001 TVpe: CRP
Recorded: 10/03/2014 at 11:56:49 AM
Fee Amt: $21.00 Page 1 of 1
Onslow County NC
Rebecca L. Pollard Reg. of Deeds
BK6 PG42
,W,tc?r i,
r\ Pl t rljLi
Register of Deeds Onslow Court
TRACT ON GATEWAY SOUTH
Onslow Co., North Corolitla
Southern Crescent, LLC
1408 Western Boulevard
Jacksonville, North Carolina 28546
DATE: 09/Z2114 GRAPHIC SCALE: 1"=50'
0 50 10o 150
SCALE: V=50' FEET
YarKer & ASsvc aces, lne.
Consulting Engineers —land Surveyors — band Planners
P.O.. Box 970 — NUI-0976
"A NN 31114Arr C4a&e4_ — Mraf1
1
Phone
— Fax
Book: 69 Page, 1977-Current: 42 Seq: 1

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