SW8070726_APPROVED PLANS_20070810

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW8 ��
DOC TYPE
❑ CURRENT PERMIT
APPROVED PLANS
❑ HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
O,S 10
YYYYMMDD

° \ N.C.D.O.T. R/W C
C�/7
NO OR 0 W FORMERLY
J 3
/ m N.C.G.S. MON. "MASONIC" ° Q HERBERT C. WARD, JR O
n ROJECT BENCHMARK / `v� °� TyF �� DB: 563; PG: 1016
/ 02 ELEVATION=32.57(N.G.V.D. '88) ��� / �` ^00 / / + i R N OF gOBB/'S \\ ZONING: SH-B-2
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ER G alllr aYc �. B
/ �< POLE o� Z Q �A yk 1114 N /s r a s2g, a
SEWER VALVE / ATER p� P`� �°��' O
/ AI J / LF ,4TER METER BO / °METER R� 7•) 4 NF \ 54 Z
\ ,
W �V
/ VALVE I FIRE HYDNT // 78'31'22"W / O�JG �Ci aro^RA
0 ry/ \\ 9O
" 60.09' 1 v 0x e cv 3
I
TOP
Q_ J CY �Bi
j / SIGN y> ���� ^ • ��I �\ �� _
GT/FO \ �^ v 9
Pow U 3
l �UCT BAN �' � / \ z I
01 GA I
�I / 00 \ 12" CMP /
ATV 36` O INV.:28.23 03
° BOX Q
/ CMP
I,)oT , `J INV.:27..62 I I
LEPHONE \ OOI
PEDESTAL S54'15'31" �o DROP INLET ^ 3
�CH=40.72' F ASo// �TOP:27.66
INV.:24.30 o Q
POWE RAD=30.00' J
/I WIRE POLE Afi �� S \ \ ACRES IS 17 Sq. Ft. J
3" SANIT e �G PORTION OF OF A A B WILLIS JR 19 19 04t ACRES TRACT DEEP 6" SEWER I
sy REVISIONS
p r Da
ltete Description By
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Brier""na Rd.
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VICINITY MAP NO SCALE
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SITE DATA:
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DEVELOPER:
a
ZP GROUP, LLC
E..�
111 PRINCESS ST
WILMINGTON, NC 28401
z
P. 910.763.4669
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USE: RETAIL
V
ti
SECTRIRVICSEWER LINE T5 RECORDED IN MAP CABINET 32 AT PAGE 14 1't BEHIND CURB i i 1.4
N.C.G.S. MON. Zi H
p- ro OF THE BRUNSWICK COUNTY REGISTRY UGT 3
BOX !! '';�. DUCT BANK TAX PARCEL ID: 1970002709 (19.04 ACRES) Y� O
"ORTON"(DESTROYED 32. 3 'l \ K SUBJECT PROPERTY: 9.98 ACRES IJ
/ E.LR.(FOUND) / / / 1.08t ACRES / 47178t Sq. Ft. 32. �h'i \ Qv S86'23'18" 6" WATER O
/ 5 /� 18" FES
PORTION OF A. B. WILLIS, ✓R, 19.04t ACRES TRACT DROP I !' aJ• 18" FES CH=42.43' LINE UNDER CURRENT ZONING: SH-B-2/HB A
RECORDED IN MAP CABINET 32 AT PAGE 14 TOP:27.79 �� 60, s?�;�, \9 INV.:29.1 EXTEMPORARY INVGRAVEL.:29.86 18" FES ARC=47.12' SIDEWALK MAX BUILDING HEIGHT 40'
Ci Re INV.:31. 2 RAD 30.00' Q7
of THE BRUNSWICK COUNTY REGISTRY INV.:24.62 `�s' '� ?� �s�\ ENTRANCE FES I I W � r��
/ UGT/FO C `�0 18 BUILDING AREA: 51,128 SF
*DUCT BAN o Q\` qw, - _ INV.:32.13 CONCRETE AREA: 12,039+1,919(IN ROW)=13,958 SF - [-t
/ TO N 48'36'42_' W 298.58' H C
`5 F R RSA)
25' UTILITY EASE T FOR a�zF S/pFW,
/ PROPOSED 12" WATER LINE 31.3 3 \ qL gTFO TOTE _ a UNDERGOUN
TOlMV OF N 48'36'42" W 328.58' -CA 30.5 31 .0 1
/ /POWER w SHALL TTE) a
/ TELEPHONE
POLE ?So00 �R 05 30. 4z 8 eUF e°°�so73i 33.0
/ 1. FFR - -
�Q 1 31.0 31.5 sTR1 PLASTIC s ss ss ss g$
/c� �( 4_06'42"E 298.58' 12"PALM@ 012"PALM ,
'O �' I V: _Jv E N 12• A
UY Cl NO 7 0.5 455) 3" SA IT 1 Q NT 33. p0
/ RIM 29.7' �� 31.0 SEWER LIN in
/ WIRE � TELEPHO
INV. 23.5' 0 45 31. 1 5 � 1. PLASTI PIPE PEDESTAL H.
owe Cl NO 8 29 85 3)� 31 .0 =NVV ;331 08 31 $ 25' UTILITY EASE T FOR ELECTRI RAMP
/ y> RIM 29.5' �Q 34 31.0 31'3 PR POSED 12" WATER LINE SERVICE
Cl NO 9 INV. 23.2' 3 /-30.8 31.0 I 31.0
(469 30• 31. S03'36�19"
/0 2 , ) -
/ RIM 29.5' (4,748) 4 00 ti 0 (462) 15 CH-42.43'
/ ^`a INV. 22.8' 30. ) 31. ARC=47.13'
29.95 24'0p, 24.00, 3 I RAD=30.00'
P o 9.98f ACRES(TOTAL) / 434, 811 t Sq. Ft. (TOTAL) "RCP '�- 3 0 3
PORTION OF A. B. WILLIS, JR. 19.04f ACRES TRACT
3 � DEEP 6" SEWER LlAlf
RECORDED IN MAP CABINET 32 AT PAGE 14 29 7 29. °� 30.1 �, 2 GI NO 4 1't BEHIND CURB
o� OLD OF THE BRUNSWICK COUNTY REGISTRY rJe f3o.o _ 29 9 ,� a' 4 Do' I RIM 29.5'
/ 31' RCP 24.0p ti 30. INV. 24.5'
SIGN SDMH NO 1 31 • (368) �/29 7 1
OST RIM 27.65' O t 9.9 30.1 24URB INLfT-
3 (368 0 ClCI NO 3
Q.05
�0 20. 11 RIM 29.5' ..
�O INV. 21 3' 0. O 30.4 00° �} B C 3i 43
6 ° 29 r INV. 24.8' INV.:33.63
° F 36" FES e p 368)
INV 22.5 j r'Q, RETAIL 30• % 368 29. 30.1 140 RIM9 5' UGT
Cl NO
10' X 15' X 24" ED �A\\ co 5,400 SQ FT 30.4 )
31. FF 31.25' 0.9.730 368 o INV. 25.0' DUCT BANK
POWER 2.86t ACRES / 124,476t Sq. Ft.
PORTION OF A. B. WILLIS, JR. 19.04t ACRES TRACT
3S RECORDED IN MAP CABINET 32 AT PAGE 14
0. .P 30.
POLE ClCI NO 6 ,99 29.6 (2,150) r
S
2oonK �:� RIM 2 F�Q 3.7
\ ` INV. 23.7' 31.1 0 0 30. OF THE BRUNSWICK COUNTY REGISTRY
30.4 a
B: 27.0' �1 I 1 \w 30. U 11
" NP 22.5'
Cl NO 5 190 0° N
RIM 29.5' RETAIL y CURB I
GUYJ Cl NO 13 - "\1 z FOOD LION INV. 24.1' 11,400 SQ FT 164 T.C.:39.07
��� 11 ��yy`avy "1 �FF 31.25'
.o
B.C.:38.33
34,928 SQ FT INV.:35.23IRE RIM 29.5FF 31.25' w
INV. 22.5,
o a
29. - � � 140
9 R7g y �� 28. DI NO 1 29.
RIM 27.1' a DEEP 6" SEWER UNl
\�
11 1't BEHIND CURB
��! S� ��V� INV. 25.0' 1' uM
•
ti�o�
0 7s �,� \� �`�`,O/ 1 10' TRUCK
�1
�6. �F� UGT
P
284 TURN AROUND BRUNSWICK COUNTY OF SH E DUCT BANK
�a��i Q>9 �� ����'II �`I , 28. � � ,� � ZOkIN B-2 HB
A O F� 9�cF \I I \A,28.
SSG F !y j L� /$IWGUM
27.5 N d °
tip 1T A ��� \ 28.0
�OF� y y 28.0 FRCP MCMI
REE Cl NO 12 V A� �� ,� ,� �u A, C2.66' 8. 0' \ 01 POPLAR 812•POPLAR PMN
LINE RIM 27.0' ��� ���"� �� . 15"cuM THIN
�� �/ ®15"POP R 012"POPLAR 016"POPLAR
INV. 23.3' y ���� %i / ,u ,4 � �44.30, 6"oAK 015•OAK 016•POPLAR
SITE PLAN
•
• 00
36" FES INV: 20.8'
W/ SCOUR HOLE
16•ELM O
CN _ g6.L UGT
�!�,%� • 1O,� 1g 45 i° Cl NO 1 olocuM POPS DUCT BANK
d` N ,n +. RIM 28.0' / O76 GUM
92• INV. 25.5' / 012 T o16'POPLAR
j'
158 4 ,r r` 8 ?4 6G N.C.D.O.T. R/W DISC
�gi' / 'n'"%5"GUM @IrPOPLAR a20"PINE
O 'OAK RAM P
e
POWE
I.P. IN ° 27� ®12"OAK POLE
a \ aI NOW OR FORMERLY / NOW OR FORMERLY 1a oAK 2
BRANCH 16"MAPLE 1a oAK® TELEPHON 14'PIN
\ ALVIN BRYAN WILLIS, JR TREVIS J. WILLIAMS NHOL
39'42'40"W ELIZABETH WILLIS / Gl
Cl NO 11 DB: 74; PG: 440 Cl NO 10 DB: ZONING:
PG: HB � E
\ 25.60' RIM 27.0' ZONING: SH-HB RIM 27.0' ZONING: SH-HB E
REE INV. 24.0' INV. 24.0' /
\ 1a"Pweo
LINE
/ 15"PINE
\ / ®12•PINE
RAMI ASPHALT AREA: 167,044 SF W Z O
OWER W r
0_
.0 OLE PARKING REQUIRED: 256 SPACES (1 SPACE/200SF) Qi W
3 PARKING PROVIDED: 264 SPACES z
LANDSCAPING: -9:4 x
0.01 I INTERIOR PLANTING AREAS:
(STOP REQUIRED (8% OF 167,044 SF) 13,364 SF A E" I
SIGN PROVIDED 14,927 SF
a CURB INLET
T.C.:36.98 R.O.W. PLANTINGS Z
B.C.:36.21 8' X 8' FOR EVERY 50' FRONTAGE 'Z�,..1' f24
ALi232'21 WITH 435' FRONTAGE, 576 SF REQUIRED:
VALVE 1 TREE OVER 8' OR 3 FLOWERING TREES, 18 SHRUBS Q4 E a
If FIRE 124Qi Ey
HYDRANT GENERAL REQUIREMENT: 15 TREES/AC. RETAINED OR PLANTED 0 �
HATER PROPOSED: X C)VALVE
REQUIRED SETBACKS: W
6" WATER FRONT - 35' E'+
INE UNDER REAR - 10'
F SIDEWALK SIDE - 10'
PROPOSED SETBACKS
FRONT - 253'
3 15" RCP REAR - 91' ^
V.:35.42 SIDE - 113'/130' W r
O
FEMA FLOOD MAP FIRM ZONE X 00
3I 1•� 1 i z
i
O
W co
co
REFERENCES �' O O
co
Deed Book 74 Page _ O
i Ma Cabinet
CURB INLET P2 Page 14 f00! 00
T.C.:39.00 a
15, R IB.C.:38.33 5407C)%� r^, z cp C0
tINV.:35.63 W t` w
POWER � I
POLE U1 O O O w
N + -I .--I a
bo0)0a
3 CONTRACTOR SHALL FIELD VERIFY ALL EXISTING U o
UTILITIES TO CONFIRM SIZE, MATERIAL, INVERT, 0.) p No
AND LOCATION PRIOR TO ORDERING OR INSTALLING t~ a
6" WATER PROPOSED UTILITIES. p
INE UNDER
IiSIDEWALK CONTRACTOR SHALL USE EXTREME CARE TO r
3 PROTECT EXISTING TREES.
IMPROVEMENTS SHOWN ON THIS SITE PLAN
CANNOT DEVIATE FROM THE APPROVED PLAN
WITHOUT WRITTEN APPROVAL OF ADMINISTRATOR. r
I ANY CHANGE IN USE SHALLL ALSO REQUIRE
3I APPROVAL.
AD G\�
N PRO*`RDV'!'J
NORTH CAROU NA ENVIRONMEM
MANAGEMENT COMMISSIONQEss1
3 DIVISION OF WATER QUALITY
A�5" Io cr�7 LEGEND ;s •. 1 4
> E EXISTING CONTOUR
zesa EXISTING SPOT ELEVATION CREGOR ,
- EG ��Clllllllll��\
3 PROPOSED SPOT ELEVATION
6" WATER DATE 07-31 -07
D INE UNDER ® DROP INLET w/INLET PROTECTION DESIGN PGT
a SIDEWALK �- �- STORMWATER RUNOFF DIRECTIONR `0"(E.0
D INL 0CUR6 INLET CONCRETE AREA pp�E PDRAWN CLC
Zp©l
T.C.: 1.74 3 T.C.:41.66 (175) LANDSCAPING w/AREA 3 "
B.C.:40.97 �VL
IN .. 6. INV.:38.02 LIMITS OF DISTURBANCE ( 1
- o P oWER {`J 1
POLE - x - xTSF x - x - TEMPORARY SILT FENCE
PROPOSED WATER MAIN
PROPOSED SEWER MAIN SHEET 1 OF 2
- SD SD - PROPOSED STORM DRAIN 07029

NCDOT #5 OR #
WASHED STONE
TOP OF BANK
EL. 27.0
NORMAL POOL
EL. 22.5
NCDOT #5 OR
WASHED STON,
CONSTRUCTION SPECIFICATIONS_
1. UNIFORMLY GRADE A SHALLOW DEPRESSION APPROACHING
THE INLET.
2. DRIVE 5-FOOT STEEL POSTS 2 FEET INTO THE GROUND
SURROUNDING THE INLET. SPACE POSTS EVENLY MOUND
THE PERIMETER OF THE INLET, A MAXIMUM OF 4 FEET MART.
3. SURROUND THE POSTS WITH WIRE MESH HARDWARE CLOTH.
SECURE THE WIRE MESH TO THE STEEL POSTS AT THE TOP,
MIDDLE. AND BOTTOM. PLACINGA 2-FOOT FLAP OF WIRE
MESH UNDER THE GRAVEL FOR ANCHORING IS RECOMMENDED.
4. PUCE CLEAN GRAVEL (NCDOT #5 OR /57 STONE) ON A 2:1 MAINTENANCE:
SLOPE WITH A HEK:Nf R 16 INCHES AROUND THE WIRE, AND INSPECT INLETS AT LEAST WEEKLY AND AFTER EACH SIGNIFICANT INCH
SMOOTH TO AN EVEN GRADE OR GREATER) RAINFALL EVENT. CLEAR THE MESH WIRE OF ANY DEBRIS
5. ONCE THE CONTRIBUTING S DRAINAGE AREA HAS BEEN AL GRADING
OR OTHER OBJECTS TO PROVIDE ADEQUATE FLOW FOR SUBSEQUENT RAINS.
REMOVE ACCUMULATED P SEDIMENT, AND ESTABLISH FINAL GRADING ELEVATIONS. TAKE CARE NOT TO DAMAGE OR UNDERCUT THE WIRE MESH DURING
6. COMPACT THE MU PROPERLY AND STABILIZED R YllfFl GROUNDCOVER. SEDIMENT REMOVAL REPLACE STONE AS NEEDED.
HARDWARE CLOTH AND GRAVEL INLET PROTECTION
NTS
6' EMBANKMENT
FLOOD POOL EL. 24.0
Z
NORMAL POOL EL. 22.5
1
NY FOREBA3 MAIN POOL
BOTTOM EL. 19.5 1
3
3 BOTTOM
* POND SLOPE TO BE SEEDED IN ACCORDANCE
TO SEEDING SPECIFICATIONS
* 10:1 VEGETATED SHELF TO BE PLANTED
WITH WETLAND SPECIES I.E. PICKEREL WEED,
DUCK POTATO, SWAMP ROSE, BLUE FLAG,
& CARDINAL FLOWER
* A PUMP WILL BE PROVIDED TO DRAIN THE BASIN
FOR MAINTENANCE AND EMERGENCIES
DETENTION POND & FOREBAY SECTION
NTS
HARDWARE CLOTH VARIES (6' OR
OPENINGS) AC n1a av PN
0 I `�
o a
"0
0
u 3 u
NOTES:
1. FENCE FABRIC SHALL BE A MIN. OF 32" IN WIDTH AND
SHALL HAVE A MIN. OF SIX LINE WIRES WITH 12" STAY
SPACING.
2. FABRIC SHALL BE FOR EROSION CONTROL AND MIN. OF
36" IN WIDTH. FABRIC SHALL BE FASTENED
ADEQUATELY TO THE WIRE FABRIC AS DIRECTED BY THE
ENGINEER.
3. STEEL POST SHALL BE 5'-0" IN HEIGHT AND BE OF THI
SELF -FASTENER STEEL ANGLE TYPE.
TEMPORARY SILT FENCE
NTS
STEEL POST
WIRE FABRIC
FILTER FABRIC
ANCHOR FABRIC SKIRT
AS DIRECTED BY ENGINEER
A
A•
L36" RCP
o
a
2.5" I.D.
STEEL PIPE
1
M6� 4-0. �
TOP OF SHELF 23.0
3
1
PLAN
BOTTOM OF SHELF 22.0
GA V. BAR
MAX O�41Nz1�4.
,O FASTEN WIRTAHTING TYPE JI
CUPS. ATTACHRING TO 1�1/4
GALVANIZED ANGLE FRAME. MORTAR FRAME TO TOP OF OUTLET STRUCTURE.
ATTACH GALVANIZED WIRE
1
3
�1
CLOTH OVER SMALL DIAMETER
ORIFICE (8 MESH .020 WIRE
TOP OF BANK
3
FLOOD POOL 24.
r
36" RCP
1
WHERE RUNOFF IS
AWAY FROM CURB
SHALL SLOPE AWAY
CLAS'.
4" SIDEWALK
3000 PSI
CONCRETE
a
ASPHAL
DRAINAGE AWAY FROM CURB
SLOPE_I ` 3„ p L N
ll O
I
i� Lj�g"R'< a -
DRAINAGE TOWARD CURB
CURB SECTION
NTS
PLAN
6x6-10/10 W.W.M.
CUT OR TOOLED
JOINT
'ENDICULAR
.. .,JW DIRECTION
II III -II'
COMPACTED
SUBGRADE
SECTION
WHEEL CHAIR RAMP
TYPICAL SIDEWALK AND
WHEEL CHAIR RAMP DETAIL
7 I
(6 4'-0
TEMPORARY' BOTTOM 11.5
GRAVEL
SECTION A - A FILTER
DETENTION POND OUTLET STRUCTURE
NTS
2" TYPE SF 9.5A (NCDOT)
-8- ABC STONE (NCDOT)
ofWIN%ille f-0d i
• .
/e
�l�i\yl�I4� �LL•j'�•
COARSE AGGREGATE S
TEMPORARY GRAVELLED
CONSTRUCTION ENTRANCE
GONG.
G
BRIC
3000 1
PAVEMENT SECTION
NTS
OR PIPE Y
- F
- -L 0�00 1
1 I�
I_ _ - - - J
PLAN -"
1. CONTRACTOR MAY USE BRICK WITH MAX. CORBEL 1• PER COURSE
2. CONTRACTOR MAY USE ECCENTRIC M.H. UNIT
M4-sv
M. M.H.
PRECAST 4' RISER RING
f"TUN'P3f&E WV Y a ,r
5
MIN.
AN RINGS
SITE
oc
N
WORK NOTES-
REVISIONS
1.
2.
3.
4.
5.
6.
7.
8.
THE CONTRACTOR SHALL VISIT THE SITE AND BECOME FAMILIARIZED WITH EXISTING
CONDTIONS BOTH ON AND IMMEDIATELY ADJACENT TO THE SITE,
CLEARING: CONTRACTOR SHALL REMOVE ALL TREES AND VEGETATION WITHIN LIMITS
OF CONSTRUCTION UNLESS OTHERWISE DESIGNATED TO REMAIN.
GRUBBING AND STRIPPING: CONTRACTOR SHALL RAKE AND REMOVE ROOTS, STUMPS,
VEGETATION, DEBRIS, EXISTING STRUCTURES ABOVE AND BELOW GRADE, ORGANIC
MATERIAL OR ANY OTHER UNSUITABLE MATERIAL WITHIN LIMITS OF CONSTRUCTION.
MUCKING: CONTRACTOR SHALL COORDINATE WITH OWNER AND THEIR GEOTECHNICAL
REPRESENTATIVE TO COORDINATE REMOVAL OF ANY SOFT AREAS.
DISPOSAL: CLEARED, GRUBBED, STRIPPED OR OTHER WASTE MATERIAL SHALL BE
REMOVED FROM SITE AND DISPOSED OF IN A PROPERLY PERMITTED FACILITY.
FILL AND COMPACTION SHOULD COMPLY WITH GEOTECHNICAL REPORT,
THE CONTRACTOR SHALL NOTE THAT THE GRADING PLAN MAY NOT REPRESENT A BALANCED
EARTHWORK CONDITION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CUT AND
FILL QUANTITIES AND COMPLETE INSTALLATION TO SPECIFIED GRADES.
THE CONTRACTOR SHALL FURNISH SUITABLE BORROW MATERIAL FROM AN OFF -SITE
PROPERLY PERMITTED FACILITY AS REQUIRED.
Da
Description
B)
9.
10.
THE CONTRACTOR IS RESPONSIBLE FOR THE LOCATION AND PROTECTION OF ALL
EXISTING UTILITIES DURING CONSTRUCTION. BEFORE COMMENCING ANY EXCAVATIONS
IN OR ALONG ROADWAYS OR RIGHT-OF-WAYS, PUBLIC AREAS OR IN PRIVATE
EASEMENTS, THE CONTRACTOR SHALL NOTIFY ALL APPROPRIATE PERSONNEL OF
THEIR INTENT TO EXCAVATE, IN WRITING, NOT LESS THAN 10 DAYS PRIOR TO EXCAVATING.
THE CONTRACTOR SHALL BE RESPONSIBLE TO COORDINATE DISCONNECTION/
RECONNECTION AND/OR THE RELOCATION OF ALL EXISTING UTILITIES WITH
APPROPRIATE PERSONNEL.
11.
12.
EXISTING SURVEYING PERFORMED BY HANOVER DESIGN AND SUPPLIED BY THE OWNER.
THE CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS AT THE SITE. FURTHERMORE
THE CONTRACTOR SHALL REPORT ALL DISCREPANCIES OR QUESTIONS TO THE ENGINEER
PRIOR TO INSTALLATION.
13.
14.
THE CONTRACTOR SHALL PROVIDE ANY AND ALL LAYOUT REQUIRED TO CONSTRUCT
HIS WORK UNLESS OTHERWISE DIRECTED BY OWNER.
ALL PVC UTILITY MAINS SHALL BE INSTALLED WITH A MINIMUM OF 36" COVER
AT FINAL GRADE.
a
O
15.
16.
ALL SERVICE CONNECTIONS SHALL BE INSTALLED TO MEET ALL LOCAL AND STATE CODES,
METERS, TAPS, MATERIALS, WORKMANSHIP AND ALL FEES SHALL BE THE RESPONSIBILITY
OF THE CONTRACTOR AND SHALL COMPLY WITH ALL REQUIREMENTS.
ALL PAVEMENT, BASE AND SUBGRADE SHALL COMFORM TO NCDOT STANDARDS INCLUDING
WORKMANSHIP, MATERIALS AND EQUIPMENT. APPROPRIATE BARRICADES, SIGNS, LIGHTS
OR OTHER TRAFFIC CONTROL DEVICES SHALL BE PROVIDED IN ACCORDANCE WITH
0
�rl
�F
O
STORM
DRAIN MANHOLE DETAIL
TO MAINTAIN SAFETY AND TWO WAY TRAFFIC. COOT
"n
17. ALL AREAS SHALL BE GRADED FOR POSITIVE DRAINAGE. THE CONTRACTOR SHALL REPORT
ANY DISCREPANCIES
E-1
TO THE ENGINEER PRIOR TO INSTALLATION, ALL AREAS SHALL BE
x
SLOPED TO DRAIN AWAY FROM BUILDINGS AT ALL TIMES.
m
18. CONCRETE STORM DRAINAGE PIPE SHALL BE CLASS III WITH RUBBER GASKETED JOINTS
NOTE: DEWEY BROS.
�LL
AND INSTALLED IN ACCORDANCE WITH MANUFACTURER'S REQUIREMENTS.
O
CH-BN 3A FOR CATCH
AND CN-47
Do
19. USE WHITE LANE MARKING PAINT FOR ALL PAVEMENT MARKINGS. PAINT SHALL BE A
Z
FOR YARDD INLETS
�Q
CHLORINATED RUBBER ALKYD, FS TT-P-115, TYPE III, FACTORY MIXED QUICK DRYING
NCpoDOT STD. NO, 2"
ENT APPROVECCD EQUAL
PRE -CAST
o3
C
NON BLEEDING. REFLECTIVE MATERIAL MAY BE ADDED AT OWNER'S OPTION FOR
NIGHT REFLECTING.
20.
DUCTILE IRON SHALL BE CLASS 50.
21.
CONCRETE FOR WALKS, CURBS AND DRIVES SHALL HAVE A MINIMUMN COMPRESSIVE
E
-L CH-SN-2001 22.
STRENGTH OF 3000 PSI 0 28 DAYS - AIR ENTRAINED.
FIELD TESTING SHALL BE DONE BY AN INDEPENDENT TESTING
O
(„
LABORATORY PAID FOR
�y
PAVEMENT
BY THE OWNER. FURTHER TESTING REQUIRED DUE TO A FAILED TEST WILL BE
PAID FOR BY THE CONTRACTOR.
O
VARIES CONSTRUCTION
SEQUENCE
1.
NO CUT SLOPE OR FILL SLOPE SHALL EXCEED A RISE OR FALL OF ONE FOOT FOR
r
I T
TQ,
v
EVERY RUN OF 3 FEET (1 VERTICAL TO 3 HORIZONTAL).
2.
NO SEDIMENT WILL BE ALLOWED TO EXIT THE SITE. ALL EROSION SHALL BE CONTROLLED
1iI
INCLUDING SIDE SLOPES DURING AND AFTER CONSTRUCTION,
Fi•I
3.
INSTALL PRIMARY EROSION CONTROL MEASURES BEFORE BEGINNING CONSTRUCTION INCLUDING
U
BUT NOT LIMITED TO GRAVELLED CONSTRUCTION ENTRANCE, SILT FENCE, CHECK DAMS, ETC.
INSTALL ALL SECONDARY EROSION
M--I
•-1
�J_
3000 PSI CONC.-I
:a .•.
I:;
• I
_.,,
I '~,}
ONTROL MEASURES AS SOON AS POSSIBLE AFTER BEGINNING
CONSTRUCTION,
W
4. ALL EROSION CONTROL MEASURES TO BE INSPECTED AFTER EACH RAIN.
SILT FENCE, SILT TRAPS, AND INLET PROTECTION TO BE
rU,1
W
U�
_NOTE:
iRRn°a DROP TO
$EE PLqN FOR PIPE
ORIENTATIQN &
CLEANED WHEN HALF FULL.
Ei
122 &
LEAVE OPENING AS SHOWN
SIZES
SECTIO
5. IF APPLICABLE, CONSTRUCT PROPOSED RETENTION POND TO ACT AS A SEDIMENT BASIN
DURING CONSTRUCTIO
Q
SECTION
DROP INLET DETAIL
TNrS
N N. REMOVE ACCUMULATION OF SILT AS REQUIRED TO ALLOW PROPER L-�
FUNCTIONING. RESTORE POND TO DESIGN LEVELS AT THE COMPLETION OF CONSTRUCTION. F L CURB I N LET DETAIL 6 DURING IF (CONSTRUCTION. DROPCABLE, INSTALL INLETS
EACCUMULATED SILTASNEEDED TOTECTION TO REVEAS INT SILTLT FROMO W
NTS ENTERING STORM DRAIN PIPING Q
PIPE OR DITCH Mim ((Psg) mwm"1w
OUTLET
A
SQUARE PREFORMED
SCOUR HOLE (PSH) -
RIP RAP IN BASIN NOT
SHOWN FOR CLARITY
LINERS CLASS 2 RIP RAP /
12" THICK WITH FILTER FABRIC
NOTES:
1. SIDEWALK THICKNESS SHALL BE 4" UNLESS NOTED OTHERWISE.
2. CONTRACTION JOINTS (C.J.) SPACE SAME AS SIDEWALK WIDTH.
3. THICKEN SIDEWALK TO 6" AT DRIVEWAYS.
4. THICKEN SIDEWALK TO 6" IN LAST 3' WHERE IT ABUTS PAVEMENT
WITH NO CURB.
5. 1/2" EXPANSION JOINT (E.J.) REQUIRED AT 30' MAX. AT SIDEWALK
JUNCTIONS, AT STRUCTURES, AND AS NOTED ON SITE PLAN.
6. PROVIDE A LAYER OF 15# BLDG. FELT BETWEEN WALK AND ADJACENT
PARALLING CURB OR STRUCTURE.
7. REINFORCE w/6x6-10/10 W.W.M.
CURB 30' MAX. SPACING
•°
W e LLI
.J.
C.
BLDG.-STRUCTURE
PLAN
1/8"R TOOLED 1/4"x1" DEEP w/AN
JOINT F
1/8"R TOOLED JOINT
1/2" EXPANSIONS
JOINT MATERIAL
EXPANSION JOINT (E,J.) CONTRACTION JOINT (C.J.)
NTS
SEED W/ NARE GRASSES A HSTNIATDN
7.
8.
A 4" LAYER OF TOPSOIL SHALL BE APPLIED TO ALL NEW AREAS TO BE GRASSED.
ALL DISTURBED
AREAS SHALL BE SEEDED IN ACCORDANCE WITH SEEDING SCHEDULE AS
SOON AS POSSIBLE
r ,
BUT NO LATER THAN 30 DAYS AFTER DISTURBANCE,
F+i
9.
ALL SLOPED AREAS TO BE SEEDED NO LATER THAN 15 DAYS.
MAINTAIN ALL EROSION CONTROL MEASURES UNITL PROJECT IS COMPLETE,
E-1
E-4
10.
MORE STRINGENT MEASURES MAY BE REQUIRED TO HALT EROSION IF THOSE ON THIS
INSTALL LEVEL AND FLUSH
PLAN PROVE TO BE LESS EFFECTIVE.
Q
W/ NATURAL GROUND. 11.
REMOVE ALL TEMPORARY EROSION CONTROL MEASURES UPON COMPLETION OF CONSTRUCTION.
F
II
I
ALL PERMANENT MEASURES SHALL BE WELL ESTABLISHED PRIOR TO PROJECT COMPLETION.
MAINTENANCE
A 1.
P AN
ALL EROSION AND SEDIMENT CONTROL PRACTICES WILL BE CHECKED FOR STABILITY AND
C<-
<11
OPERATION FOLLOWING EVERY RUNOFF -PRODUCING RAINFALL, BUT IN NO CASE, LESS THAN
2.
ONCE EVERY WEEK AND WITHIN 24 HOURS OF EVERY HALF INCH RAINFALL.
ALL POINTS OF EGRESS WILL HAVE CONSTRUCTION ENTRANCES THAT WILL BE PERIODICALLY
V 1
W
D
TOP -DRESSED WITH AN ADDITIONAL 2 INCHES OF #4 STONE TO MAINTAIN PROPER DEPTH.
.
W S. THEY WILL BE MAINTAINED IN A CONDITION TO PREVENT MUD OR SEDIMENT FROM LEAVING
D nn, THE SITE. IMMEDIATELY REMOVE OBJECTIONABLE MATERIAL SPILLED,
E TP.
WASHED OR TRACKED
ONTO THE CONSTRUCTION ENTRANCE OR ROADWAYS.
3.
SEDIMENT WILL BE REMOVED FROM HARDWARE CLOTH AND GRAVEL INLET PROTECTION, BLOCK
^
AND GRAVEL INLET, ROCK DOUGHNUT INLET PROTECTION AND ROCK PIPE INLET PROTECTION
WHEN THE DESIGNED STORAGE CAPACITY HAS BEEN HALF FILLED WITH SEDIMENT. ROCK WILL
O
BE CLEANED OR REPLACED WHEN THE SEDIMENT POOL NO LONGER DRAINS AS DESIGNED,
DRANIAGEILL BE REMOVED FROM THE ROCK AND HARDWARE CLOTH TO ALLOW PROPER
d4
Co
PIPE OR DITCH
0,0
1'�
SILT SACKS WILL BE EMPTIED ONCE A WEEK AND AFTER EVERY RAIN EVENT.
SEDIMENT WILL BE REMOVED
f FR
OUTLET PSRM
FROM AROUND BEAVER DAMS, DANDY SACKS AND SOCKS
`J
ONCE A WEEK AND AFTER EVERY RAIN EVENT.
NATURAL GROUND
4.
DIVERSION DITCHES WILL BE CLEANED OUT IMMEDIATELY TO REMOVE SEDIMENT OR OBSTRUCTIONS
z
RS
FROM THE FLOW AREA. THE DIVERSION RIDGES WILL ALSO BE REPAIRED, SWALES MUST BE
~�
D
TEMPORARILY STABILIZED WITHIN 21 CALENDER DAYS OF CEASE OF ANY PHASE OF
B d
ACTIVITY ASSOCIATED WITH A SWALE.
I' TUCK
5.
SEDIMENT WILL BE REMOVED FROM BEHIND THE SEDIMENT FENCE WHEN IT BECOMES HALF FILLED.
THE SEDIMENT FENCE WILL BE REPAIRED
0 O
AS NECESSARY TO MAINTAIN A BARRIER. STAKES MUST
BE STEEL. STAKE SPACING WILL BE 6 FEET MAX. WITH THE USE OF EXTRA STRENGTH
r ,
d
FABRIC, WITHOUT WIRE BACKING. STAKE SPACING WILL BE 8 FEET MAX. WHEN STANDARD
BE STEEL. STAKE SPACING WILL BE 8 FEET MAX. WHEN STANDARD STRENGTH FABRIC
OO
SCOUR HOLE DETAIL
STANDARD STRENGTH FABRIC AND WIRE BACKING ARE USED, IF ROCK FILTERS ARE
DESIGNED
AT LOW POINTS IN THE IN THE SEDIMENT FENCE THE ROCK WILL BE REPAIRED
I ---I
�-H
T--M
CD
Nrs
OR REPLACED IF IT BECOMES HALF FULL OF SEDIMENT, NO LONGER DRAINS AS DESIGNED
T ('t
-I.J
OR IS DAMAGED.
\./
�
�„I
lCJ
u
6.
SEDIMENT WILL BE REMOVED FROM SEDIMENT TRAPS WHEN THE DESIGNED STORAGE CAPACITY HAS
O
1
1
BEEN HALF FILLED WITH SEDIMENT, THE ROCK WILL BE CLEANED OR REPLACED WHEN
-IIJ
Z
co
O'D
THE SEDIMENT POOL NO LONGER DRAINS OR WHEN THE ROCK IS DISLODGED. BAFFLES
WILL
CO
BE REPAIRED OR REPLACED IF THEY COLLASPE. TEAR, DECOMPOSE OR BECOMEINE
E. THEY REPLACEDREMOVED
ILTHEE
1
DEPOSITSREACHHALF HEIGHT OFF THE 1STY. BAFFLE. FLOATINGILL SKIMMERS WILLHBE
+�•D
O
1
0
INSPECTED WEEKLY AND WILL BE KEPT CLEAN.
OT
0
O
w
7.
SEDIMENT WILL BE REMOVED FROM THE SEDIMENT BASIN WHEN THE DESIGN STORAGE CAPACITY HAS
^
N
1-4
TEMPORARY FALL GRASSING DETAIL
POOL NOF LONGERFILLEDWITH DRA DRAINS SEDIMENT. OR IF THHEKROCK WILLCLEANEDWHEN THE SEDIMENT
DISLODGED. R EPLACED BAFFLES
// L
SEEDING MIXTURE
WILL BE REPAIRED OR
REPLACED IF THEY TEAR, DECOMPOSE
7
OR BECOME INEFFECTIVE. THEY WILL BE REPLACED
PROMPTLY.
"~
Jim= RATE [lb2aerel
SEDIMENT WILL BE REMOVED FROM BAFFLES WHEN DEPOSITS REACH HALF
THE HEIGHT OF THE 1ST BAFFLE. FLOATING SKIMMERS WILL BE INSPECTED
�+
O 0
p
o
Rye (groin) 120
WEEKLY AND
WILL BE KEPT CLEAN.
,�
8. ALL SEEDED AREAS WILL BE FERTILIZED, RESEEDED
Cu
NOTES
AS NECESSARY, AND MULCHED ACCORDING
a
MOUNTAINS
70 SPECIFICATIONS IN THE VEGETATIVE PLAN TO MAINTAIN A VIGOROUS, DENSE
- ADD. 15-DEC. 15
cQAsrAt PINT OOa PIEDMONT -AIM,. 15-MC 30
VEGETATIVE COVER. ALL SLOPES WILL BE STABILIZED WITHIN 21 CALENDER DAYS. ALL
O
OTHER AREAS WILL BE STABILIZED WITHIN 15 WORKING DAYS.
SOIL AMENDMENTS
9. FLOCCULANTS WILL BE USED TO ADDRESS TURBIDITY ISSUES. THE PUMPS, TANKS, HOSES AND
v
INJECTION SYSTEMS WILL BE CHECKED FOR PROBLEMS OR TURBID DISCHARGES DAILY.
(AF'
FOLLOW SOIL TESTS OR APPLY 2ADO UP/ACRE GROUND AGRICULTURAL
UMESTOE AND 1,000 LB/ACRE 10-10-10 FERTILIZER.
1
MULCH
r
APPLY 4,WO LB/M.YHE STRAW. A/HCIpR STRAW BT TIDI(NC WITH ASPIMLT, NETNG,
OR A MULCH SACRING TOOL. A DISK WITH BLADES SET NEARLY STRATGIT CM BE
USED AS A MULCH ANCHORING TOOL
SPRING -SUMMER
MAINTENANCE
PERMANENT GRASSING DETAW9:::�
Rap.b .nG MaUIM. tl. .9.E . . immioda y. TOPMTw .R1, SO Ib/an
OT nit15, I. With. N N W y�
b .xteM l.m,f
Jun. 13, Ovenasd rilh SO D/x,. NODS
SEEDING MIXTURE
acmory
cPYGmnL uM GowMI
Ca ftl
or Karon (Y.unt.im) I..P.E.[O in bN FN>Iu.ry or AwHy M.rch.
FALL -WINTER
RATE iW�eCFel
PERMANENT GRASSING DETAIL
PENSACOLA BAHULNSS 50
L`� 30
TEMPORARY SUMMER GRASSING DETAIL
SEEDING MIXTURE
DAGRASS 10
_ COMMON MILLET
10
TAU FESCUE so
SEEDING MIXTURE
RATE (IbZ=ml
SEEDING NOTES
lEmzIL RATE (beau' el
TAIL FESCUE BLIND OF TWO OR
N VNLETI6) 200
1. WHERE A NEAT APPFARATCE IS DEBITED, OMIT SMCFA
wlrr 4p
E (GRAN)
RYE ( N) 25
2. USE COMMON BD"VDRASS ONLY ON ISOATED STIES WHERE T W NGT
COME A PEST. BERMUDACRASS WY BE REFACED WITH 5 I/Oa• C
IN THE
N THE PIEDMONT AND M1F 50 U, A SMALL-STMIIm SUNONMAASS WY BE
slresnnnm AT A RATE a so Le/ACRE'
SEEDING DATES
Dk I t py I n 1
R N Ef
AUGUST - ECBAPRILSEEDING
AUQ15f - OECD
DATES
SEEDING NOTES
APRIL 1 - JULY 15
PIE - Wr ,5-A10 is
SOIL AMENDMENTS
JUL 3 1 2007
MONTS
CM14R L WY 1-WO 15
CCASTIL PINK - MR. IS-NIG. 15
APPLY LIME AND FERnuzER AIxXIRONG TO SCL lESIS, OR MPLY 3.000-5.000 ID/aaa
SOIL AMENDMENTS
GROUND AGRIOU.TINAL LIMESTONE (USE TIE LOWER RATE ON SHADY SOLS) AND
1,000 Ib/aa. 10-10-1D FERTLQFk.
PL
gIND rFFRR
SOIL AMENDMENTS
G NIPoOILTUK tY617pT1 sW 16/OC 10-,o-1' .W/
FTOULM RECOMIENDATOS OF SOT. TESTS OR APPLY $ODD LB/ACRE GRWTe AAGXIL-
MULCH
TOAL LIMESTONE ARIA 750 LB/ACRE 10-10-10 FERIUZM
MpLY 4,D00 U/xn GRAM STUNT' OR BNNMENT WIER OF ANUS R SURABIE
MUCH. AMISgk STRAW BY TACKING MIN ASPHALT. ROATG, OR NETTING OR BY CRW-
MULCH
MULCH
ING WITH A MUCH ANCHORING TOO, A DISK ITN BLADES SET NEARLY STRAIGHT CAN
BE USED AS A MULCH ANCHORING TOOL
APPLY 4,QU0 6/Gm GRAIN ST AMOR EQUIVALENT COVER OF MOTHER SUITABLE
MULCH ANCHOk BY TACKING WITH ROVING,
OR MULCH ANCHORING SROO ANCHOR WIRAW BT TACKING WBH ASPIYLT. NEANG,
OR A MULCH TOO, A DISK WITH BLADES SET NEARLY SIWMMIf CAN BE
ASPHALT, OR NETTING OR BY CRIMPING
WITH A MULCH NICHORWG TOO. A DISK MIN BUD$ SET NEARLY STRAIGHT CAR BE
USED A6 A MROH ArsNORnc 700E
AN
MAINTENANCE
USED AS A MUCH ANCHORING TOO.
MAINTENANCE
FERTILIZE ACCORDING TO SOL TESTS OR APPLY 40 b//an NITROGEN N ,WGYR{
OR FEBRWRY. 40 lb INSFPTEMBER AND 40 11, IN NbrEMBER, FROM A 12-4-B,
MAINTENANCE
RUM= F GROWTH IS NOT FULLY ADEQUATE. TES®, REFMME AND MULCH MF-
IEDMIELY FOLLOWING EIGSON OR OILER OVI•GE.
16-4- L OR SIMILAR TURF Fi R111LO . AVOID FERTILIZER APPLICATIONS DURING
WARM WFATER, AS THIS INCREASES STAND U765ES 1p DISUSE RESEED. FBTIIZE,
THE NG APRIL 5D ID NITROGEN. RGRDW
REPEAT M
AMD MUCH DAMAGED AREAS IMIE LATELY. MOW TO A HEIG T OF 2s-3.5 INCHES
AS NEEDED.
RRUERTILIZE
EOAiFS WY BE YOWmARP
DOH. OMIT SERICEA AND MOW AS OFTEN AS FEEDER
\VI\11111111/,,,
NCAR0''
ESSI
e N`�
S E A L
17374
NE�y't�:
OREGOR
BAH I11111111A
DATE 07-31-07
DESIGN PGT
DRAWN CLC
C 2
SHEET 2 OF 2
07029

N.C.D.O.T. R/W Z_
REVISIONS
0 NDdj/e i Description By
Y
NOW OR FORMERLY
/ o- /
,41ROJECT BENCHMARK OF ZONING: SH-B-2
&0&
HERBERT C. WARD, JR
DB6 : 563; PG: 101 m. MON. "MASONIC"
N. C. G, S.
JN
ELEVATION= 32,57(1 88) lb A4 �L
41
A -
'POWER
S29-
POLE IS
Z- 30 0
0-/
VV E
SEWER VALVE -N WATER
s
METER 54 M
WATE �ATER METER BOX 'o
VALVE 1w A
FIRE S7 8* 3 1'2 2'
HYDRANT
G
60,09'
C\j
00 STOP (CD) 'K q SIGN
(D
it- o,
u
Y
GT/FO_ Z
JCT BANK
VICINITY MAP NO SCALE
co
00 12" CMP
BOX b
INV.:28.23
o
o,
�,,QATV 1<
1MP 3� C)
)a
INV.:2" C27�62 N
SITE DATA:
TELEPHONE
PEDESTAL
S54'1 5 1 31 11 El -
DROP INLET n Li i DEVELOPER:
TOP:27,66 ZP GROUP, LLC
CH=40.72 E-1 a�
ARC=44.7'6 INV.i24.30 3: < 111 PRINCESS ST
POW RAD=30.00' )a _j WILMINGTON, INC 28401 >_4
ERl 17 — ___j P. 910�763.4669 C)
Y POLE RES 7,708± Sq. Ft. 0­1
E-1
'Z GU 4,-�7± AC� DEEP 6" SEWER UN
WIRE PORTION OF A 3. WILLIS, JR. 19.04± ACRES TRACT > USE: RETAIL
3 SANITAR(' RECORCED IN MAP CABINET 32 A, PAGE 14 1'± BEHIND CURB z
LECTRIC - 1\ UGT E--4
SEWER LINE
SERVICE 41 OF THE BRUNSWICK COUNTY REGISTRY DUCT TAX PARCEL ID: 1970002709 (19.04 ACRES) 0 �D
SUBJECT PROPERTY: 9.98 ACRES
DUCI ��5" WATER
BOX 32, S 2318 S86'231 8
47. -3± Sp. Ft. yea18" FES CH=42.43 -B-2/HB 0 rz,
LINE UNDER CURRENT ZONING: SH
FOR TION WILUS, JR '904± ACRES TRACT DROP INLET 118" FES SIDEWALK
OF A, 3, DROP INLET T_X.TEMPORARY NV.:29.86 18" FES ARC=47.12' MAX BUILDING HEIGHT 40' z
RSEl�, IN MAP CABIN� - 32 AT PAGE 14 TOP:27.79
GRAVEL INV,:31.22
ACRE -2,
0�_ -,-�E BRLYNISMCK CO REGISTRY INV.:24.62 _16- 8RApr�0.00'
ENTRANCE 1 BUILDING AREA: 51,128 SF z
UGT/FO INV�:32.13 CONCRETE AREA: 12,039+1,919(IN ROW)=13,958 SF E--4
*pUCT BAN N 48*36'42" W 298.58' ---H.C. ASPHALT AREA: 167,044 SF Z
/0 RAM
nv
OWER PARKING REQUIRED: 256 SPACES (1 SPACE/200SF)
25' Ulw_iTy EASEMENT 5C.0c
ti
FOR i OLE
7-CII UNDER PARKING PROVIDED: 264 SPACES
PROPOSED 12" WATER LINE L31TO IN 48*36'42" W 328.58' -CABLE-T.V.--
05 SHA119QTTEj_ TELEPHONE LANDSCAPING:
Kill, �1 ELECTRIC -60.01 INTERIOR PLANTING AREAS:
33 C IQ- 2inu -----STOP REQUIRED (8% OF 167,044 SF) 13,364 SF I E-1 E-1
b, SIGN PROVIDED 14,927 SF
7 Now $J��4 �ESS f98 58�SE; 12;PILIOD o1�;ALM c)
r
V.: CAT\L,,-'- 0�/'l 2 P 4M T+iCR-B6',N98ET
E R.O.W. PLANTINGS z
5C NT ------BOX— PALM f :36.21 8' X 8' FOR EVERY 50' FRONTAGE Z
GUY GO NO 7 3 SEWER LIN TELEPHONE/ 02.21
WIRE Rim 29.7' 1 PEDESTAL/ H. C' WE WITH 435' FRONTAGE, 576 SF REQUIRED: gzj lIl
INV. 23.5' 1. HLA�S I I PIPE P1 1 TREE OVER 8' OR 3 FLOWERING TREES, 18 SHRUBS P4
EASEMENT FOR ELECTRIC' E-1
1.0 •IN 31.08 711 25' ILITY RAM Elll
CI NO 8 -9,85 PRO SED 12" WATER LINE SERVICE -RE OR PLANTED 0
I BOX
1 344 -31 0 7,� 0 IYDRANT GENERAL REQUIREMENT: 15 TREES/AC. RETAINED
RIM 29.5 3c 8 0 31 PROPOSED: X
23.2' A 0 S0336'1 9,�c WATER 1-4
CI NO 9 INV (469) CH=42.43' VALVE 1-4
.0 f 462' 15) REQUIRED SETBACKS:
RIM 29.5' - ob- 4, 748 24.00, "lli-I ARC=47� 13' 0
INV. 22 1 \-3 o. gl_t, 31. - 6" WATER FRONT - 35' E-4
.8' 24.00, '24.00, 3 RAD=30.00' �LINIE_ UNDER REAR - 10'
V) co
29 95 - co
RCP 1.0 3 SIDEWALK SIDE - 10'
9. 98± ACRES(TOTAL) 434, Sq. Ft. (TOTAL) DEEP 6" SEWER LLN
Ax PORTION OF A. B. WILLIS, Ji 19.04± ACRES TRACT i'± BEHIND CURB PROPOSED SETBACKS
X '30.1 24 CI NO 4
RECORDED IN MAP CABINET 32 AT PAGE 14 .00, Rim 29.5' FRONT - 253'
21� -
OF THE BRUNSWICK COUNT Oil REAR 91'
OLD Y REGISTRY Y 31' 24
RCP 00 INV. 24.5' l,5V' RCP SIDE 113'/130'
SIGN SDMH NO 1 36p) 7 1 ___ - - CI NO 3 CURB INLET-- .:3542 f14
X 'POST 29 9�9 30.1 24. 1D
Aj T.C.C38,05
30, _)b8\ RIM 29.511
i T.
Rim 27.65' 1
0.0(, 20.00, cc INV. 21.3' B.C.:37.43
30�4 INV. 24.8' FEMA FLOOD MAP FIRM ZONE X
6 10 I � --- INV.:33.63 C\2
1(368) 29 &
/0 36" FES CI NO 2
NV 22,5 RETAIL '30 RIM 29.5' UGT 0///� - 140 z
68
10' X 15' X 24" ED 5,400 S 1 30 4 INV. 25.0' DUCT BANK 17�
C. 19.7
FF 31.25' 0
1c, M 30 (068) 0
2.86± ACRES 124,476� SQ, Fr.;-.1
•POWER R1 4 1 4'T CIO
i-Oi OF A tE WILLIS, JP 19,04- Ar,79 ' 5 IRA
2,15 0) 'J2 AT �'A PAGE 74
POLE 0 t_ CI NO 6 99 29.6 RECORDED IN WAR CABINET
or THE CCL;N�' Fr._�S�Py
�sl,
RIM 29.5'
f� 20. 30", 11, REFERENCES
Fti�OAK
23.7' INV. 3 0.4-\\ Deed Book 74 Page 36
TOB. 30 CI NO 5 190 1 '0 u O�o
27 C_), M Map Cabinet 32 Page 14 Ill LO Lo u
NP: 22.5' RIM 29.5' RETAIL CURB INLET. N CURB INLET 0 1 1
T. C.:9.0711,400 SQ FT 1 :39.lNO1FOOD LION INV. 24.1' 164 B.C.8.33 _--F.c.:38.33
FF 31.25'
GUY 34,928 SQ FT 31 1 0 INV.:35.23
---- ---- L�j JNV.:35.63
VIRP Rim 29.5' CWER
FF 31.25' <
INV. 22.5' i CID 0 1 PULE
co —
k -- ---- 140\
2 9, 2__ cli-1) 0) 07
DI NO 1 con DEEP 6" SEWER NOTES:
1�10 28 RIM 27.1' f:L4
1'± BEHIND C CONTRACTOR SHALL FIELD VERIFY ALL EXISTING U
m.
INV, 25.0' c UTILITIES TO CONFIRM SIZE, MATERIAL, INVERT, 0
0,/ AND LOCATION PRIOR TO ORDERING OR INSTALLING co Q
/00 1 10' TRUCK jj" WATER PROPOSED UTILITIES. Erl ,t :1, 4,
UG
0 TURN AROUND DUCT
T Lli,,E UNDER
D BANK
D P
6 -0 1, -)8 4 BRJNSWICK COUNTY I OF SH� E SIDEWALK CONTRACTOR SHALL USE EXTREME CARE TO
B
28 D I [­- - — -- - 'll �A`
/1/,�> a> % z' ZONIl 13-1')WIN H PROTECT EXISTING TREES.
28� 018'GUM
xN q 2-1 5 11L IMPROVEMENTS SHOWN ON THIS SITE PLAN cv)
<51, I's �� I CANNOT DEVIATE FROM THE APPROVED PLAN
28.0 WITHOUT WRITTEN APPROVAL OF ADMINISTRATOR.
lb X '�28.0 15 O�A ANY CHANGE IN USE SHALLL ALSO REQUIRE
28.G Pc�fi 0 1 llll—
APPROVAL.
RCP
&R,41V All' IN
0, 1>1 PLAR (il)12"POPLAR TW
All
TREE CI NO 12 ML 15'GUM TWN �12.!POPLAR
A, (D 15,PO K16'POPLAR
LINE Rim 27 0 a *AK
'A, @15`OA T 16'POPLAR
S E A L
INV. 23.3' 60 " `� , i / i// &
11 " 1� / ji / AL A, I LOST
j leo Cl NO I t) 1 2'POPLAR DUCT BANK 17374
Rim 28.0' t16"GUM
11L LEGEND
016*POPLAR K�,
NV. 25.5' --1 - 'Es,
AL 7 EXISTING CONTOUR
114
5 ,18"G4II5,GUM EXISTING SPOT ELEVATION
All, %20'PINE I 01MI
3 0. 12"POPLAR
w/ SCOUR HOLE �_�OAK H.C,-- 6" WATER PROPOSED SPOT ELEVATION
6" FES INV: 20.8' RAMP DROP INLET w/INLET PROTECTION DATE 07-31-07
POWER\,". LI - dE UNDER DESIGN PGT
12'OAK S)DEWALK STORMWATER RUNOFF DIRECTION
14*0l POLE
E.I.P. IN NOW OR FORMERLY NOW OR FORMERLY 14-OAK� TELEPHON9114"P,N� CONCRETE AREA DRAWN CLC
LNAINHOL�\
APLE
i'MAPLE
'BRANCH ALVIN BRYAN WILLIS, JR TREVIS J. WILLIAMS I URA INL� �CURB INLET
5 " S EWER
BEHIND CURB
U ST DU OT BAN
23 8 "W
U' RB
K
42 43
47 1 2 0 00
�2 31
1 50' CI NO 11 DB: 74 PG: 440 CI NO 10 ZONING: SH-HB W4� C
16*ELM,`lt) 25�60' IN 6 11V.:38.02 LIMITS OF DISTURBANCE
-S-39*42'40"W ELIZABETH WILLIS DB: 838; PG: 215 �E LANDSCAPING w/AREA
SITE PLAN G
T�C.:41.74 C.:41.66
.:40.97
RIM 27.0' ZONING: SH-HB RIM 27.0'
INV. 24.0
INV. 24.0' ' „il­ 'POWER C 1
--TREE 14"PINE 0 POLE x TSF TEMPORARY SILT FENCE
LINE 15"PINE PROPOSED WATER MAIN
50' 25' 0, 50' 100' 150' T12'PINE SHEET I OF 2
E. 1. R. PROPOSED SEWER MAIN
AT
PROPOSED STORM DRAIN
SD — SD PROPOSED