SW8190117_Approved Plans_20190502

SITE DATA VICINITY MAP (NOT TO SCALE):
PARCELID: Ro8800-ool-oog-000 N COEDi VAUEY DR
10'X 70'SIGHT TRIANGLE CURRENT ZONING: R-15
(TYP) PROJECT ADDRESS: 9617 RIVER RD. W-�-E
>1 WILMINGTON, NC 28412 Z
S
CURRENT OWNER: CWEST, LLC, It
V
Pq 701 E. CHATHAM ST., STE. 201
CARY, NC 27511 IS
Low Pur or
TOTAL ACREAGE IN PROJECT BOUNDARY 77,6oO.38 S.F. 1.78 ac.)
EMERGENCY SPILLWAY
(SEE DETAIL) Boyd Knapp TOTAL DISTURBED AREA: 1.8 ac.
Rev Trust etal
Note: No camping activities or parking PROPOSED IMPERVIOUS AREAS PH -I (2o LOTS):
INFILTRATION BASIN #2 D�8. 57 3-089 of vehicles may occur within the REVISIONS
9 GRAVEL DRIVES 11,422 S.F.
TOB: 16.o designated access easement. C/) W
FP: 15.2 zoning: R-1,5 V) / i GRAVEL PARKING PADS 11,000 S.F (550 S.F. PER LOT)
Land Use: Capeground 21t B. B, 22,422 S.F (28.9%)
r4187.2 0. ASSY. �RBLI_,1,tW RE� TOTAL
5
WIRE BTM: 12.25 31VOAK 18.0
FENCI-.', 10'X 20'X 12" ED 18"OAK
POS7F
10'X 20'X 12" ED i8"OAK 18.o OPEN SPACE (.25 AC. / 50 SPACES)
S84*59'42t'l 55�-24 15-5
REQUIRED.25/50*2o LOTS o.10 AC
i5r 15.0 PROVIDED 0.38 AC.
iVOA D 'r.
K Cil i8'DEAD OA.
K I "I
I - 0 - �zl_l �1'
t5'EASEMENT OR RIGHT-OF-WAY SEE BOOK 6060 PAGE 319 Ul �`p "01,­ -_%. ;S MAIN W�)
14? � �11
i6"OAK / 14.
"OAl' 17"OAK
Wly
`O,,�K
,5"OAK DEVELOPMENT NOTES:
o EME14T OR RIGHT�OF-WAY SEE BOOI�,6060 PAGE 319 Y,
�ElmR DYING _E MAIN i, ALL DEVELOPMENT SHALL BE IN ACCORDANCE WITH NEW HANOVER COUNTY LAND
I - MATCH EX
�70AK 7PINI 7.
6RkSSE
(M *ti"OAK 5 17.5 DEVELOPMENT CODE.
TOAK 6 5 ±15.20 'T SHALL COMPLY WITH ALL FEDERAL STATE & NEW HANOVER COUNTY
2. PROJEC
14"OAK
1' -/20"CAK -OAK WALE #,c 3 14.65.
141' 8' J�NK I !:, REGULkTIONS.
9 9 8 1 2,273J '�' T ir:-�
GRASSED S
AN 2,009 13­� 3. EXISTING SURVEYING PERFORMED BY MICHAEL UNDERWOOD, N.C. PLS No. L-2962
y 2
2,232 , "I'll
v, 4. NE X PER PANEL #
5 7-4 2YO., 14.5 f POWER 3131 MAP # 3720313100J EFFECTIVE 4/3/o6.
3734 U! SD 1 WATE kLJ P01111",
5. NO WETLANDS EXIST ON SITE. NO NATURAL FEATURES REQUIRING SETBACKS EXIST ON SITE
cz S.f.±
ACCESS & MAINTENANCE EASEMENT 7 DAK 41, 6. TOILET FACILITIES TO BE PROVIDED BY EXISTING FACILITY.
0, NVI
�9, 14 11 �4 8 f.± �_ <111�i7;1 . . . . . . . . . . . . . . 2022 7. OWNER TO BE RESPONSIBLE FOR RELOCATION OF INFILTRATION BASINS SHOULD
'I,-- _t4 71
2 'ACCESS EASEMENT OR 2o'NON-VEHICULAR PEDESTRIAN EASEMENT
2 005
DBLOAK 013 013 013 2 K IMPROVEMENT OF 15
i I 91A#1
10
_c, 1,M3 _el D 20`0
-V I,- I 1_� - BE REQUIRED.
%0 s.f.± f.,: &f.±/ .1.f.± "'. 11, /1 11
,f± co ul I > 10'X 20'X 12"
2,027 AK
�c> St'OAK 20
Ufferyar
0
GKkXZ`0__ L ---- -- -.A 1 01
)AK
OAK UTILITYNOTES:
00007 00'� co I I
R I W
15'FES INV: 15-75 EXISTING WATER SERVICE IS CURRENTLY AVAILABLE TO THE SITE FROM AQUA PUBLIC
Ell
17.0 ED 3 r �n 4
1_�I�/OAK S`OA WI,5'X 10, X 12" MAINS.
GRASSED SWALE DISH EX. ROAD SIGN TO BE RELOCATED
- - --,L- 2. SANITARY SEWER SERVICES WILL BE PROVIDED BY A PRIVATE SEPTIC SYSTEM.
j L_ '�7633'04"E f �j X
2" B.O. ASSY 3. ALL PROPOSED UTILITY SERVICES, SUCH AS ELECTRIC POWER, CATV, GAS & TELEPHONE
SHAL 1, BE INSTALLED UNDERGROUND.
kh K-75'( _X
Stub for" --y
U
EX. PPTO BE
"S41­ 2�_
0 4. ALL WATER UTILITIES TO BE INSTALLED PER AQUA TECHNICAL SPECIFICATIONS &
future /E-4 < I K.EN;1OVED/RELOCA`FED INFILTRATION BASIN *1 (111k�
0 n/f
extension-,, OkJUI'N­� i TOB: 14-75 STANDARDS.
6" SS MAIN (TY
& inter- 5. THE CONTRACTOR IS RESPONSIBLE FOR THE LOCATION AND PROTECTION OR EXISTING
FP: 14.4
Troy Norman (1) 3,000 GALLON SEPTIC TANK z
.1c
UTILITIES DURING CONSTRUCTION. CALL U-LOCO AT i-800-632-4949. CONTRACTOR IS
K RESPONSIBLE FOR THE REPAIR AND REPLACEMENT OF ANY UTILITIES, CURB & GUTTER, Z
cohnectivity 30 )AK 1\4 /BTM: 1o.o
0
0 Wade (1) 3,000 GALLON PUMP TANK
17.8 #3
D.B.5,328-2773
3 0 W7 'o,
PAVEMENT, ETC. THAT MAY BE BE DAMAGED DURING CONSTRUCTION. DAMAGED ITEMS �5 z;
9`0 10 00 R (1)
FES INV: 16-o 1:P EMERGENCY SPIfLWAY SHALL BE REPAIRED TO AT LEAST THE QUALITY OR WORKMANSHIP FOUND IN THE -
�D Zoning -15
C,
12, 15 Z
Residence
2,023 S-f-± 000, Land Use. (SEE DE I TAIL) TIT ORIGINAL ITEM. fq
Nanev 10 r1i
i - -j,"OAK 6. THE BELLSOUTH CONTACT IS STEVE DAYVAULT, BUILDING INDUSTRY CONSULTANT, AT
Lewis etal Z�
-392-8712. CONTACT HIM PRIOR TO STARTING THE PROJECT IN 0 ER TO FACILITATE
19 o" 0
WIRL 18 /io' AK11._ Open 0 Bernard 910 RD
GOOD COMMUNICATION AND MAXIMUM FLEXIBILITY.
2,001
2,001 S.f±
D,B -J753 FENCE -.1 `7 N Spicer 7. THE PROCESS FOR TELEPHONE CABLE PLACEMENT: FINAL GRADE WILL NEED TO BE
1 2,011 ace z vehicles may occur within the designated
.1317 s 1,340A 20 Note: No camping activities or parking of
Z011i,19: R-15 POST 17 ID 8"OAK 11
i 19" STO�AGE buffer yard. Existing plantings in the D,B. 1220-1,9�)8 ESTABLISHED. * POWER WILL PLACE THEIR CABLE FIRST - APPROXIMATELY 3'DEEP.
1-BUILIAING BELLSOUTH &CABLE TV WILL THEN PLACE THEIR CABLE AT APPROXIMATELY 2'DEEP.
/,2,159 S-f� 0 Zoning: R-i5
0 ALL RUNOFF FROM IMPERVIOUS SURFACES TO BE DIRECTED TO INFILTRATION BASINS.
Laiid Use: Re�sidenee 16,62
'19"OAK s.f.± buffers will be supplemented as
Z
necessary to meet the visual screening Land Use: vacant
9. OWNER TO PROVIDE NEW SEPTIC REPAIR AREA WITH PHASE -II DUE TO NEW ACCESS.
N
N8�Y43'20 386.28' opacity reqirements,
0 21"OAK ----------
Q
X,
167'( AK _T N82 '43'20"W 118 h
7 W
i
0 21"t (7) SX 86NITRIF,cATjpN 7 -34'
_WIT,,ky CE
BOX L
WO( 7�1 IN
717A LORAV6& TRENCHES @ q'O.C. FOR PRESSURE DOSING
x /I
�0 71
R
7
0 STORAGE
JIM
'Iry it, li, Iljfjffl� ­ BUILDIN,
Note: No camping activities or parking 4, 4
Z-,/. 1-77 71
cu
Tz
vehicles may occur within the designat d'' ,LzLz, MODUIA
buffer yard, Existing p e�
P)
0
POIR
24 STORAGE
ELEC.
buffers Will be supplemented as Z-/ i POWEA
lantings in th Z-/- 9
i 23."O(AK Aj­OAK 11 0
ary to meet the visual screeni 01 "-J,
necess BUILDING
N
'C. tl* " 1 1 "i
opacity reqirements. "hp,
'TER POLE, I �*,
-i 04o"OAK
ME Guy
GUY
BUILDI Cv 1 `7
;5 POLE,
WIRE kK
a5"ONK i 4
GLO't S.
3_8`11ICKOR)�. T T
­4 STONE
0
X­ S 2"E 89-01'
t-,zz�
18"OAK z
POLE--_
P11ASNE Il
[7,7_1 7_171-77-I'777
8TO%V;E
't-VOOD PRIV-ACY FENCE I)GKA:RHOAffi
-7 BUILDLING AS
0 WOOD
WIRE 24"P OGHi
FENCE PRIVACY
END j FENCE
WkTER
S"X82 FENCE I
"d Z , \ j I
LVE
BUILDING
7 TIE TO,/EX.
POSTAT P.C. : t
RAGE-_/
/ 7
171 -m
ELE
MODI TIA R.11 OINIIZ WATE* A BOX
Ablo,-.r / "" - �, �­ _/ / I
TRANS4,6'R.NMER
SYSTEM
PAD
4 A A
IVIETER, 44
17' WOOD
7-1- V
SIGN
V
STORAGE
'RIG.,ITjON
BI: i I i I
CONI'ROL
ULDING
31"OAK 'Nqi�i�
/77
777
7
AE5 0 VALVE �Oi"
J
<0
R I 10 �%,I P,
rO ­T Nl'ol%
S' RAGE 0ON-
�41i POL'E,
z z 11/� '7+/ 7-77 /7'7"'/ /77/ 7 —/7/1
-ILDI r '. 7­ i- ! .1
J, NG
B(
\VtHOME
MODUL /i
4�i . I . _� I / 111"j-
Z
Sbane & Darlene 36"OAK1
0 3ZOAK
­71
A
Kosnik
nll
TE Z� z
STORAGE i
Designer's Plan Certification:
WIRE, C
D.B. 6024-018 BUILDING WGUY
-7
i � -1 .1 . 3o"OAK 1 hereby certify that this plan has been prepared in accordance with the latest
Zoning: R-1,5 1 151, 11, 1, New Hanover County Ordinances and Storm Water Design Manual.*
CO . . U,111.
1 1 lj­ - % A,
7 FENCE
7)
Signature:
Land Use: vacant 0 A�_
V 25 OA
Nk
K
STORAGE
0
BUILDING ... . ....
Printed Name and Title:
NO �6`oAK
/77
77/
151,
__ - T - k,
P0 I : 11 6_,_./,�
00
kjODU1,AR HOME
7 2�_"OAK 11 � 'OAIIN,�� : Date:
3&
A
0
J, POWER
0 SEAL
28'
A
POLE
Registration Number
--- - — -----
18?
PVC Property Owner Certification:
POWER
SS VENT 16"OAK 0 18'T
POLE "I (We) hereby certify that I (we) am (are) the current owner of the property and that upon
y
receipt of "Authorization -To -Construct" any clearing, grading, construction or development,
WATER
FrELECOINEM.
PEDESTAL
­7_1 _j
'R will be performed in accordance with this plan and that the applicable ordinances and rules of
110 JETE ATandT New Hanover County, the State of North Carolina and the Federal Government and its S E A L
2
ELl"C' o i�6"OA\ PEDE-STAL
Po N'* agencies which are hereby made part of this plan, As the owner, I (we) accept full
ST
0 21"OAK responsibility for the construction and operation and maintenance of the proposed facilities. I
]� C) -. 032555
0 (We) will not attempt to transfer of this responsibility without written authorization of
8"XS" FENCE V A I_jGIfT
v
POLE New Hanover County."
V C', I �01
8"OkK,
c 8"OAK Tj"OAK IS� ....... �,v
2 "OAK Signature:
3 D. C' `�`N`
Printed Name and Title: A nnmgml mp,
0 24"P
mrFIKURL)
�3_"03K
A K
Date:
8"CEPAR\
o 8"CEDAR
Of i _ ­ i, / -INA RIMMMENTAL
I) 24'P CAROL
0� MANAGEMENT OMMISSION
co N
Rz
\CWk \Ck a) lc�
0" ssmil
S5�00�
99 DIN
IL
N- 05 00 ?1 , .1. � Ili RITI: 20.29
POIr/ V GRAVEL .'I INV.: . ......... CLIENT INFORMATION:
DRjVj,-AVAY 0
LEGEND
Roa
A"Rils,8) — ------ —PROPERTY LdNE CWEST, LLC
. . ...... 6AD V ADJOINERS
sIG!T Curtis Westbrook, Sr.
GICAVLL
(pA�bklc — , PROPOSED CAMPER SITES
— — — — — — — — — —
DRIVEWAY
— — — — — — PROPOSED EASEMENT
701 E. Chatham St., Ste. 201
D
3-P
RUNOFF DIRECTION
Cary, NC 27511
W WATERLINE
SANITARY SEWER LINE
SS 919-604-6166
FM— FORCE MAIN
'RAVE > 3) 3:1 GRASSED SWALE
G L
DRIVE,"'AY
SPOT ELEVATION
C-4
6
New Hanover 1� EXISTING FIRE HYDRANT
Al
Countv *4 EXISTING WATER VALVE
41100 PROPOSED FIRE HYDRANT
Snows Cut Park 04
PROPOSED WATER VALVE
F .....0/,)
DRAWN: JAE
CHECKED: CDC
SHEET SIZE:
DATE:
24X36
3/29/201c)
APPROVED: CDC
SCALE:
I" = 30'
PROJECT NUMBER:
2018-010

SITE WORK NOTES:
1.
THE CONTRACTOR SHALL VISIT THE SITE AND BECOME FAMILIAR WITH EXISTING CONDITIONS BOTH ON AND ADJACENT TO THE SITE.
VICINITY MAP (NOT TO SCALE):
I
5'-8' MIN.)
Y ENG.
2.
CLEARING: CONTRACTOR SHALL REMOVE ALL TREES AND VEGETATION WITHIN LIMITS OF CONSTRUCTION UNLESS OTHERWISE DESIGNATED TO REMAIN.
N C Ywn bR
3 .
GRUBBING AND STRIPPING: CONTRACTOR SHALL RAKE AND REMOVE ROOTS STUMPS TAT'
VEGETATION, DEBRIS, EXISTING STRUCTURES ABOVE AND BELOW GRADE, ORGANIC
x
MATERIAL OR ANY OTHER UNSUITABLE MATERIAL. WITHIN LIMITS OF CONSTRUCTION.
-�
—
STEEL POST
4.
MUCKING: CONTRACTOR SHALL COORDINATE WITH OWNER AND THEIR GEOTECHNICAL REPRESENTATIVE TO COORDINATE REMOVAL OF ANY SOFT AREAS.
_
_.._
—
— _. ( __
—
WIRE FABRIC
5 .
DIP R
DISPOSAL: CLEARED, GRUBBED, STRIPPED OR OTHER WASTE MATERIAL SHALL BE REMOVED FROM SITE DISPOSED OF IN A PROPERLY PERMITTED
RM TTED FACILITY.
W
DR
E
ti
6.
FILL AND COMPACTION SHOULD COMPLY WITH GEOTECHNICAL RECOMMENDATIONS.
F
�...
.... __...._.._...._..._
....
_
MIN. r2 1/2 GA: M
�
FILTER FABRIC
7
THE. CONTRACTOR HALL T
CO CT S NOTE THAT THE GRADING PLAN.MAY-NOT REPRESENT A BALANCED EARTHWORK
HWORK CONDITION. THE CONTRACTOR BE RESPONSIBLE FOR CUT AND
� .
_
-,
[.__°_._........._.
_. INTERMEDIATE WIRES
6
w
8.
FILL QUANTITIES AND COMPLETE
Q INSTALLATION TO SPECIFIED GRADES.
THE CONTRACTOR SHALL FURNISH
� ..._
q�
I -
S SUITABLE BORROW MATERIAL FROM AN OFF SITE PROPERLY PERMITTED FACILLTYAS REQUIRED.
a3
_..-.
F
�,
9.
INFORMATION CONCERNING UNDERGROUND UTILITIES WAS OBTAINED FROM AVAILABLE RECORDS. IT SHALL BE THERE
RESPONSIBILITY OF THE CONTRACTOR TO DETERMINE THE
_
-
EXACT ELEVATIONS AND LOCATIONS OF ALLEXISTING UTILITIES AT ALL CROSSINGS PRIOR TO COMMENCING TRENCHEXCAVATION. IF ACTUAL CLEARANCES ARE LESS THAN
wn cr ,r
.�
,
_
4
Sa,
�I
SEE PLAN
INDICATED ATED PLAN THE ND C ON CONTRACTOR SHALL CONTACT THE DESIGN ENGINEER BEFORE PROCEEDING WITH CONSTRUCTION. ANY I
CONDTT ON DISCOVERED OR EXISTING THAT
WOULD NECESSITATE A MODIFICATION OF THESE PLANS SHALL BE BROUGHT TO THE ATTENTION OF
,
�
t
6
N
THE DESIGN ENGINEER BEFO
RE ORE PROCEEDING WITH CONSTRUCTION.
w
a
o
ANCHOR
a
`W
io.
NO CONSTRUCTION IS TO BEGIN BEFORE LOCATION OF EXISTING UTILITIES HAS BEEN DETERMINED. CALL NC ONE -CALL AT LEAST 48 HOURS BEFORE COMMENCING
CONSTRUCTION.
FABRIC
7
W
ii.
THE CONTRACTOR IS RESPONSIBLE FOR THE LOCATION AND PROTECTION OF ALL EXISTING UTILITIES DURING CONSTRUCTION. BEFORE COMMENCING ANY EXCAVATIONS IN OR
4
SKIRT AS
6
MI
ALONG ROADWAYS OR RIGHT-OF-WAYS PUBLIC AREAS OR IN PRIVATE EASEMENTS THE CONTRACTOR
, CO RACTOR SHALL NOTIFY ALL APPROPRIATE PERSONNEL OF THEIR INTENT TO
REVISIONS
DIRECTED
BY
2 - 3
o SEE PLAN
12.
EXCAVATE, IN WRITING, NOT LESS THAN io DAYS PRIOR TO EXCAVATING.
COARSE AGGREGATE ��'
THE CONTRACTOR SHALL BE RESPONSIBLE TO COORDINATE DISCONNECTION/ RECONNECTION AND/OR THE RELOCATION OF ALL EXISTING. UTILITIES WITH APPROPRIATE
NOTES:
ENGINEER
.
ti
PERSONNEL.
,
�� WIDTH AND
z. FENCE FABRIC SHA LL BE A MIN. OF 2 IN WID
3
SHALL HAVE AMIN, OF SIX LINE WIRES W1TH12" STAY
GEO FABRIC LINER
SECT -ION A - A
FILTER FABRIC
13.
COMPLETION
CONTRACTOR SHALL ADJUST ALL MANHOLES, VALVE &CURB BOXES TO FINAL GRADE UPON COMPLE ION OF ALL CONSTRUCTION. ANY BOXES DAMAGED OR OTHERWISE DISTURBED
SPACING.
BY THE CONTRACTOR SHALL BE REPAIRED AT THE EXPENSE OF THE CONTRACTOR.
2. FABRIC SHALL BE FOR EROSION CONTROL Ai�ID MIN.OF
NOTE:
0
, ,
CONSTRUCTION ENTRANCE TO BE I2 OR ENTIRE WIDTH OF
NOTES:
NO S
14.
4
EXISTING SURVEYING PERFORMED BY MICHAELNDERWOOD N.C.N:C. PLSNa L 2 62
e 9
„ FASTENED
WIDTH. FABRIC SHALL $E FAST
3 6 IN ID1
ADEQUATELY TO THE WIRE FABRIC AS DIRECTED BY THE
ENTRANCE. WHICHEVER IS GREATER.
„„
I. CLASS B RIP RAP TO BE USED FOR ALL DISSIPATOR ARF.r1.S:
5
THE CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS AT THE SITE. FURTHERMORE THE CONTRACTOR SHALL REPORT ALL DISCREPANCIES OR QUESTIONS TO THE ENGINEER
ENGINEER.
3. STEEL POST SHALL BES'-o"1NHEIGHTANDBEOFTHE
TEMPORARY GRAVEL (^+ 7� q `7EL
ENERGY
DISSIP,�T®R
16.
PRIOR TO INSTALLATION.
THE CONTRACTOR SHALL PROVIDE ANY AND ALL LAYOUT REQUIRED TO CONSTRUCT HIS WORK UNLESS OTHERWISE DIRECTED BY OWNER.
Q
SELF-FAsrENER STEEL ANGLE TYPE.
17.
ALL SERVICE CONNECTIONS SHALL BE INSTALLED TO MEET ALL LOCAL, STATE, AND CFPUA CODES. METERS, TAPS, MATERIALS, WORKMANSHIP AND ALL FEES SHALL. BE THE
CONSTRUCTION ENTRANCE
NTSSHALL
AND RESPONSIBILITY OF THE CONTRACTOR _ COMPLY WITH ALL REQUIREMENTS.
TEMPORARY SILT FENCE
NTS
18.
ALL BACKFILL FROM UTILITY INSTALLATION MUST BE COMPACTED OR AMENDED TO PROVIDE TRAFFIC BEARING CAPACITY. GEOTECHNICAL ENGINEER TO BE CONSULTED AT
NTS
CONTRACTORS COST AS NECESSARY.
19. ALL AREAS SHALL BE GRADED FOR POSITIVE DRAINAGE. CONTRACTOR SHALL REPORT ANY DISCREPANCIES TO THE ENGINEER PRIOR TO INSTALLATION. ALL AREAS SHALL BE
SLOPED TO DRAIN AWAY FROM BUILDINGS AT ALL TIMES.
20. CONCRETE FOR WALKS, CURBS AND DRIVES SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI @ 28 DAYS - AIR ENTRAINED.
21., FIELD TESTING SHALL BE DONE BY AN INDEPENDENT TESTING LABORATORY PAID FOR BY THE OWNER. FURTHER TESTING REQUIRED DUE T Q U O A FAILED TEST WILL BE PAID FOR BY
THE CONTRACTOR.
22. ALL SIDEWALKS SHALL BE FREE OF CRACKS BREAKS OR ANY OTHER DEFECT PRIOR T RE -E N , O C IVI G A CERTIFICATE OF OCCUPANCY.
1. ALL SWALES TO BE LINED WITH EXCELSIOR MAT AND
SEEDED IN ACCORDANCE WITH SPECIFICATIONS:
TYPICAL GRASS SWALE
NTS
SIDE SLOPES TO BE SODDED
TOP OF BANK
WIDTH
\I/
SEE TABLE
SEE TABLE
TOP OF BANK
1 I_
BOTTOM OF 3 E L. E TABLE
_ E SEE
SPILLWAY EL. SEE TABLE
1I 1
BOTTOM EL. SEE TABLE 3
BASIN ELEVATIONS
BASIN #
TOB
-BTM
2
1 .
.
475
10.00
2
16.00
12.25
3 3
_ EL SEE TABLE
EL. SEE TABLE
1
* BASIN BOTTOM TO BE SEEDED IN ACCORDANCE TO SEEDING SPECIFICATIONS. 3 3
* BASIN SIDE SLOPES TO BE SODDED.
* CONTRACTOR IS RESPONSIBLE FOR RESTORING BASIN TO ORIGINAL DESIGN STATE ONCE
SITE IS STABILIZED AND BASIN IS NOT BEING USED FOR TEMPORARY SEDIMENTATION.
OPEN INFILTRATION BASIN SECTION
�5% 25% 25% 25%
SA SA SA SA
FLOW
POROUS BAFFLES
PLAN
P BAFFLE MATERIAL OVER GA. MIN. HIGH TENSION
DRAPE 9
WIRE STRAND
SECURED TO POST. SECURE BAFFLE MATERIAL TO WIRE WITH
PLASTIC TIES EVERY 2 STEEL SUPPORT POST EXTEND 9 GA WIRE TO BASIN SIDE OR
24" INTO BOTTOM OR SIDE INSTALL T-POST TO ANCHOR BAFFLE TO SIDE
4' MAX OF BASIN AND SECURE TO VERTICAL POST.
SPILLWAY SPECIFICATIONS
BASIN #
TOB
SPILL.
WIDTH
1
14.75
14.40
1.00
2
16.Oo
15.20
1.00
NOTES:
z. WIDTH OF SPILLWAY TO BE PROTECTED WITH RIPRAP FOR THE FIRST 2d. REMAINING LENGTH
OF CHANNEL TO BE STABILIZED WITH EXCELSIOR MAT AND SEEDED IN ACCORDANCE WITH
SPECIFICATIONS.
EMERGEIN SPILLWAY DETAIL
NTS
Z
:off
COIR MESH** STAPLED INTO BOTTOM AND SIDES
2 MIN WITH a GA. X 12" MIN. LANDSCAPE STAPLES
ABC STONE
CROSS SECTION
*IF TEMPORARY SEDIMENT BASIN WILL BE CONVERTED TO A PERMANENT STORMWATER BASIN OF GREATER DEPTH, THE BAFFLE - 6° 8500 PSI
HEIGHT SHOULD BE BASED ON THE POOL DEPTH DURING USE AS A TEMP. SEDIMENT BASIN. )
rt a a a a a a a a CONCRETE 6 ABC
** COIR FIBER BAFFLE MATERIAL TO MEET THE FOLLOWING SPECIFICATIONS:
I STRENGTH (WET): B FT MIN. ELONGATION � % X /o MAX. — — — — — _— — — — —
THICKNESS. o o MIN TENSILE ST GTH E oo X 68o L E ONGAT ON . 6
3 (W ) 9 / (WET) 9 34
�— — —
FLOW VELOCITY: zo-12 FT SEC WEIGHT:. 2002. SY MIN. MINIMUM WIDTH: 6. , OPEN AREA: %MAX. __ — — — — — — — — — — — —
/ I 5 5a
POROUS BAFFLE DETAIL COMPACTED ED ,
..
— — — — — — — — — — — SUBGRADE ,
DRAWN: JAE
SHEET SIZE: 24a36
CHECKED. CDC.
}
DATE. 3/2�9/_a19
APPROVED: CDC
SCALE: N'I'S
PROJECT NUMBER: 2018-010
COMPACTED SUB -GRADE _ _ -_ _ _ _) _ = _ _ _
NTS A
r
;w t
I , , ,< ;
ABC STONE PARKING/DRIVE SECTION CONCRETE DRIVEWAY APRON SECTION ti_� DRAWING NUMBER
_
NTS NTS

SITE DATA
/ I PARCEL ID: Ro8800-oo1-oo9-000
1o' X 7o' SIGHT TRIANGLE CURRENT ZONING: R-15
- (TYP) PROJECT ADDRESS: 9617 RIVER RD.
WILMINGTON, NC 28412
w / / CURRENT OWNER: CWEST, LLC
701 E. CHATHAM ST., STE. 201
x CARY, NC 27511
O � _
o TOTAL ACREAGE IN PROJECT BOUNDARY 77,600.38 S.F. (f 1.78 ac.)
EMERGENCY SPILLWAY „rf o J
(SEE DETAIL) Boyd Knapp O `° /
TOTAL DISTURBED AREA: t 1.8 ac.
Rev Trust etal z 0
Note: No camping activities or parking W PROPOSED IMPERVIOUS AREAS PH -I (2o LOTS):
INFILTRATION BASIN #2 of vehicles may occur within the
D.h, 5793-089 W W � GRAVEL DRIVES 11,422 S.F.
TOB: 16.o designated access easement. Cn W / ,i '
FP 15.2 Zoning: R-15 � � / GRAVEL PARKING PADS 11,00o S.F (55o S.F. PER LOT)
WIRE BTM: 12.25 Land Use: Capeground / 18.25 2" B.O. ASSY. BARBED WIRE<. TOTAL 22,422 S.F (28.9%)
18.0 / 1n IkNCEPOST
FE,NC ', r s n 0 3x"C):1K 18"OAK i r! r
--
POST / ,r 10 X 20 X 12 ED i ¢�A
r 10X 20 X 12 ED ss4°594�„ 55 �4, xs"L 11K _. �j 18.0 / „ / i OPEN SPACE (.25 AC. / 50 SPACES)
w - i o- / REQUIRED .25/50 20 LOTS o.10 AC
�...� , /
o LAK t:
r (
--- .. ............._ ... 3 _.-. •:�...-, •- .. / _PROVIDED
i " x8 I r 1? C) x / F. }1�OAf .:. ` 1 -st �. w ! i 15.0 0.38 AC
1.,; "OAK „2z fS / C. AK i n ,L) 17 75 �oti� -, _y
K 6obo PAGE a n x DL 1D <).1K o x ^ 1 ;,
0
EASEMENT OR RIGHT-OF-WAY SEE B00 9 Ul x_ P " 1. I \ x2"P, - / 7 /^
]fi OAIC 01z"O. <
\ i r, - I ��1 b'I F ,.�7 .a * X6" SS MAIN (TYP), -� : '% "r�� 14.8
x OAK ! / 4 t )' __ _ t_� , 4.
�r
/
]:,"oAK ..^ �, „ � 3� � f):� . ,: - '; . _ , �� . = )- ' � 11 / DEVELOPMENT NOTES:
. � 0 x2' Oz�K_�4• tC> I , ' ,�.. ._`•4 `d- .. .a 1�.�' ,•� �' u . •< z
- 'x5'- EMEi?IT CAR RIGHT+OF-WAY SEE BOOIS,6o6o PAGE 3t9 � -, `
" I } l32" 'EDAR t)YING t �s >, , ^2" FORCE MAIN ��st.,) �>c`�c..; � .; ��cs�., . ' 1. ALL DEVELOPMENT SHALL BE IN ACCORDANCE WITH NEW HANOVER COUNTY LAND
-` MATCH X ASPHALT
} _.
# r ' x"Or1KN C j / ( 6 / / _1`r } 1515 DEVELOPMENT CODE.
<� ,p 'T
% � _-- _ , "" ,�.�„ ,, Jr- 17.5 i� , , '� GRASSED #i p `' .•,,•- x .,`�W � MA H E PH T
''OAK {' i t I t : +. t 15.20 2. PROJECT SHALL COMPLY WITH ALL FEDERAL STATE & NEW HANOVER COUNTY
' ,] 'OAK t / 2.2 8 2,2 '� 7 "`r as ,
4 0 14 Y ri i xx'"OAK i j 4 73 t
1 ;, x3"P zo'"OAK / % c 8"OAK `' 15.5 " AK ; f,t GRASSED SWALE #5 s.f. d 3' 11"OAA< ti/ ` 14.65 / REGULATIONS.
lr=:�`._. , s r •. �..'r r. ._ r 2,00 I,: r• i ' •�f`
t t 9 /max 4 14.4 % / EXISTING SURVEYING PERFORMED BY MICHAEL UNDERWOOD, N.C. PLS No. L-2962
5 _ z,232 s.£t
2/ 5 3
r � - �� e' x ! 2,op6 1 w => ,r : ° POWrER ' 4. SITE IS LOCATED IN FLOOD ZONE X PER PANEL # 1 1 MAP # 20 1 100J EFFECTIVE
:, " / z - r r. �� m< ., s f * h ,.> 4 5 r x3 oAx / 3 3 37 3 3 4/3/06.
d 3,934 i / ! 9 oAx 1.t F 2 SDIt 21 WATER ). 18. �'\, pprrI s.t
t r° cr, .� , l `' FOIE: 5. NO WETLANDS EXIST ON SITE. NO NATURAL FEATURES REQUIRING SETBACKS EXIST N
o ACCESS & MAINTENANCE EASEMENT - � � - r, ..� * ,, �.;•-� . � r. r ,>.,) / � � -, ;- w O SITE h>'1 1 _ � -o�-' f , , 4 OAK W �; ') /
C7 Q
�,3:
�1 �"6. TOILET FACILITIES TO $E PROVIDED $Y EXISTING FACILITY.
n DrII,OAK ai-i k9"OrSf 1 1�1 Q S`O• K 7 W 2,oz74/I _,2,022/ 7. OWNER TO BE RESPONSIBLE FOR RELOCATION OF INFILTRATION BASINS SHOULD i 2 01 z ox i_t.I)BL OA _ i ! s:£t 2 L +� O 2 01 2,0z,oxg 2,ox3 3 3 2,005 x6 OlK - ? i. \,; / w 0"1 IMPROVEMENT OF 1 'A CES - 3 i s01 s.fs.f.t � o oax z � � 5 C S EASEMENT OR 20 NON VEHICULAR PEDESTRIAN EASEMENTsf,s.Et i s.f.t O..}sic- r) G2z"p ®--)S°O.lx . ^OA e _..., �(. r- + „. o \ 10' X 2 ' X i2" ED BE REQUIRED. M
O i C) G� CS!. - LD I 4. r Y 2 9 OAK / O Q
t: yEs t' 4 \ I� D SWALE u iO f /..: z,: o �uffe --- F / 2 s
1- / I 0 9 OAT. tzl _ J SE' SI! E:1R.t 1 131rd o / IT y
I OAK-__ - . .A•.,, , i � -"- � J UTILITY NOTES.
,..
fari
1 FES INV: 1 - .. 1. EXIT w �=„
w / TM SING WATER SERVICE IS CURRENTLY AVAILABLE TO THE SITE FROM AQUA PUBLIC a�
1 ,p z "OAK , „ / 4 ';,, ;='/ .1 ] { f - SATRLL%TI l;.Ck%i / ; Q Cf L'J
7
va;
/ W -X 10 X 12 ED C7 t ? -n^^ r W ; r'_,., MAINS. ^3 Q
s OA /:5 . ,..., _ w ..,_ . / DISH �.; EX. ROAD SIGN TO BE RELOCATED n r s~
GRASSED SWALE #4 t ✓ "'. / w -'.<. / / :': ., , , 2 r
:w „_-/ ° o r SANITARY SEWER SERVICES WILL BE PROVIDED $Y A PRIVATE SEPTIC SYSTEM. " • G3
t _ h :` z Y / v- 76 330 „ / 1 <.., _�.. t _
0 0 _ -- ,`- - _.. ..,. .�, ,, _ . , •.,� ,--, =-- � x 40.34 ! 3. ...ALL PROPOSED UTILITY SERVICES SUCH AS ELECTRIC POWER CATV GAS & TELEPHONE� . .
0 2 B.O. AS�'�.\ , �, - -. ,. - „ , ,,.-.- -�.- .) '"► ' ' ' 0
-�• _ J�--�-ate
n _„ . , z- rilY _ gip. ,
Stub for. _ a �` / .. . l 1� fr SHALL INSTALLED UNDERGROUND.
w ; ' A =.-^� Y ,. �,.. .•s, � - ... � .:�. , ,p .`�'` `�,' ..�•_{ -•,. �•.I..,�s,. PP IO BI.. ;. ��..,
is � k. _ � �.,� r, »,� ; �, -`�� �.,� , _ ,.,-, a ... ,", �., , ,,.�. ... �. ; ..� .:_. ,,.�7 ,`�sc ;r'', ,. •. _, . ., , , ., uTT�FTT�TRATION $ASIN,ALL WATER UTILITIES T B .�
future * v ,� x . f _> v cam" .... „ - . ire. '�.. -. _- .',_- _ / E-! .. 4• O E INSTALLED PER AQUA TECHNICAL SPECIFICATIONS & Q
„ =� •., � .. ^.�, s' �,,-�-:�-�•����,�I`�� ,�-�-.�_. �,, ,T � RI�..14.lOVI.,. (� � p
r}5 oA „ �. n/f I)/R / TOB: 1 STANDARDS.
N extens o „;1,. .6 SS MAIN (TYP) r` s,° ' �,: = .11 4 75
I.LO •AII;D
& inter 18.0 .° �_ c�,t 'c „ �t t_ _3 • ,` :..1, _.. .� ' .., >. / / W O
ti 1,_ _ ,,,, oA TrO NOI mall t FP. 14.4 5 THE CONTRACTOR IS RESPONSIBLE FOR THE LOCATION AND PROTECTION OR EXISTING
W x _ _ _ ,.. .. '�' j / r 4 �.Y' b� ( c> \ , y (1} 3,00o GALLON SEPTIC TANK I f - - - c\ Z
30 oA U / V UTILITIES DURING CONSTRUCTION. CALL U LOCO AT i 8o0 6 2
o connectivlry ... BTM• 10.0 3 4949• CONTRACTOR IS '�
AK ti3 1 000 GALLON PUMP TANK t _ c� v
s xa \ 1 8 ? 7 ?" I r / / �� Wade (} 3, / t 1 RESPONSIBLE FOR THE REPAIR AND REPLACEMENT OF ANY UTILITIES CURB & GUTTER
T GRASSED SWALE #3 , ``''�'
^�`'' i ': )/ / / O 3o"C @0 / W' °� o D.B. 5iz8-%'773 , PAVEMENT, ETC. THAT MAY BE BEDAMAGED DURING CONSTRUCTION. DAMAGED ITEMS
0 18"F � : i, i 9 1� / s� G � ,.• EMERGENCY SPILLWAY ;�) / / SHALL BE REPAIRED TO AT LEAST THE QUALITY OR WORKMANSHIP FOUND IN THE .
;, f , 17.0 :
• / sf ; ;r t,1.'o x 15 FES INV: 16.0 / K ti� / 0, Zonin : R F) _ � U
Q
Nancy � z,023 s.f-* i ` ' � _ - ` n ��� (SEE DETAIL) ,r` � / % <r'f ORIGINAL ITEM. � �A w
✓ Land Use: Residence (I ct
x;{"OAx cyDc / �s, ?; �, 6. THE $ELLSOUTH CONTACT IS SIEVE DAYVAULT, BUILDING INDUSTRY CONSULTANT, AT (`
E'LVlS E al �9 /xo' AKz ( P o / ° o l ,i j B' ernard 910-392-8712. CONTACT HIM PRIOR TO STARTING THE PROJECT TN ORDER TO FACILITATE � � U
'
WIRE / t i f )c y : 18 i 14 0,=11` G 13'`OA C `Z'Q ,
).13. 1"I -1. - . / pen / �`� w� / GOOD COMMUNICATION AND MAXIMUM FLEXI$ILITY.
> i f , 5 i I E.NCL. i / ��_ / 2,00x s.f i { o / I o Note: No camping activities or parking of Spicer
-' 1 r , 2,oxx s.Et, / �0 z r 7. THE PROCESS FOR TELEPHONE CABLE PLACEMENT: * FINAL GRADE WILL NEED TO BE
Zoning: R-1� f OS'C / 1 v; �:,• 2,00x s.f.t / ace ` vehicles may occur within the designated w t, i % c
�9" - i / / 1 / 0 8"OAK xi'oA / / P 1 Y g y 1,' J / D:B.12'20-185g ESTABLISHED. * POWER WILL PLACE THEIR CABLE FIRST - APPROXIMATELY S DEEP.
Land Use: Residence :` f `o' t' ? � - S IO e�<,I: i �✓ / / buffer yard. Existing plantings in the M /
A159 s.f.t > r >' / / x6,b2o i' / Zoning: R 15 BELLSOUTH &CABLE TV WILL THEN PLACE THEIR CABLE AT APPROXIMATELY 2` DEEP. c
I BL:tLI 1!G / i^ / ' s f * / buffers will be supplemented as a
/ •> " , / : • l 8. ALL RUNOFF FROM IMPERVIOUS SURFACES TO BE DIRECTED TO INFILTRATION BASINS•
tq"O aK ! / �x I / - Lin S'I'C) GIs / I necessary to meet the visual screening z Land Use: Vacant
/ - rt3I7..DrNG D' g ;
tiY, „t�!.�, t � ! 0 {�. OWNER TO PROVIDE NEW SEPTIC REPAIR AREA WITH PHASE -II DUE TO NEW ACCESS.
/ ®. ®.. ® N8�943'20 W 386.28' opacityreglrements.
If
6"{ AK z1"OAK I / W ----•_ w / .... / #N8z°43'20"W .. 1x8.34' f
/ o z�'lz _- -, ; / / (7} 3' X 86' NITRIFICAT);ON
_ _ J \ /
>' SLOPING r IFOLD BOX _ ___ __. _.�.._ _ _
X
xq„t, - > ` / // ._ y i % WOOL) Pf4vAC` I+FNCE - l +
<%a.._ _ ..'roRAcs� 7?,,/ / TRENCHES �a 9 O.C. / f F R PRESSURED IN
i / rt i T ` f !/ Ii(IILUIP,rf; f/ / �;�; / / 1 0 DOSING
/..._>
vIE ';t;ti!,ji,�'Tr` i i ODD
! c Di;1.ARrIo i; f / c> 1 T % f T, rL� ,,. ---_ �I) , i �tM� /.r--.-. z'ittlirs(r.�f';!1 � ,^;, ,•' _-._-,, S'1'ORACfI: �SIC'N
Note: NO camping aCt1V1t1eS Or parking % , i / :%.1� / __aJ f , , f ! / 7 %
P g P g i / _- - BUILDING
,
vehicles may occur within the desk nat d' f / /. / /_ L ---- ;. a ]9 F ; x9 <)AI` r
e i �t ; r z rlON-1V
'
buffer yard. Existing plantings in they i . t q r , �tODi;t i ; I H / / L t /../:1_,•, / v ` - .i i -/ i l r Z
Y g P g I ° w _` ! ' ; 1orl; f l_GLf 1.1. / a / . r LEAN-TO
a o / ® I t) V .I
buffers will be supplemented as _._._ _ _ _- -! , i „ C) a. r �i �'z1"OAK /_� .L/ f, <24„ 6, i t I i / ; M Q POI;E
° zx Oz1K f r /
necessa to meeYthe visual screenin ! ' t f M- 3 i r -j �. } t STORAGI?. ' o /
1) go j 1 % it `r Lr / / _:._ / C i ' BUILDING 1' t I
ii I L.R _. ` 3 LLEC )It M.
opacity re irements. vz ` r EI,EC. / ;i ! ; �; ; ' i i i C CV / k» f / i i / 1r (� l �/ l PEDESTAL
! r ^Y
P tY q * c) / POLE ! r, _ ! ` _
4lri'I'I?.I2 "+• ._ C / \ J r iyi. r i ; Y 1f ST C)]Z1GE / j /
4U' O.lx F{7Lt • i / - Gui t '21 C`EDAI; CrUY t- BUILDIti
_ 0 N
' nr= / t4'.IRE / l rr. 'OAK WrR1: Q %_
" ._,, OAK POI-VERj 3r 18"HICKOR) 0 'It; ` / / i
w
' I
...__. _:._ >T j-. is oAK
/ �`�
POLI. / _ _. _ I i L)C.r / T l-// %/ / / 11_- - STON
s s__......._ _.w.., �.._.._........ ♦l, � AR . (� �� �. y x o0
l it
/ lJ' I
S85 AN
3352E 89•o J S 3, U.lk `- >: _ rL t ArODtXAR1'1ObtE; i € I r blORAC,L �,i <),9K_
WOOD Pizil`:4(;Y isl' lUI: 14 1 . ! ,'r ; / I ._ _ / I v i ' 1 r J 13I k�
i r `�� / �4 `F I'IGri'C BL)ILDItiG E x '_ }� A .
4tIR1=; jF ° !. 7/T �,% I/ V / / / ' WOOD i
E'E\t;E i : {� ` ,, � is 1. r° o< j �, „i_t / .E i,�ri TUr,Ci RIVtiC;Y - ;/" ,'"s•" 'r / 1� r^'a
--- /
•
I
t
;nD a. t / i !3 ;I i p ITi4%E 1y I /
„ ,.,..
S X r'.1" Cr IL ��` t .] 5 iVATER
vJ
4! r
POST AT P,C;. ` a %- r ,� r VALVE
/ 1 i / 0 1K r
STORA0E - 1' 1 i j z6
�J
r i
BUILDING ' /' y
_
TIE TO;�:X 1)
61
' i lIt)D[L.,11tI-IO1IF.• � t WATER ..
__._._ rq t! IIt.1N Fg!)RAtrsR CLEAN -OUT t /; LBOX ?` .:;-'
_ _._ _. . __.._ _ 71a/ r i _._,. r SYSTEM , 1
METERWOOD
If
1.
--____
SIGN
STORAGE i
_/ _.._
BUILDING _... IRRIGATION
t _ ) j t OAk t ;w --•- _ _ COt�"I'ROI_ 4 0' Ol:. Ng A.
i -.
/ l ice% / /�r� ;n \ . j\ (t4^•. ~ C I VALVE 1 �l / 1� 1 x S S ro<�l
'`� s� f ..--•-' ` lvt'YC' 1*ACs', 'fit..
aOI)UIf
L1Rr30a1„ /1: j \ } 1 tt
... ] .
bIORAUi., o POLE
BUILDING r, , I I t l I _7}/ 777 % '`Tg / TT 1 /-Tl / 77 T \ /} �.� ��� ,�',00 1 F
i
1 z4IovUI_�IZ HOME _ .... . sue' i l is.!
.. - ,O Ij `' x ' 1 t ' i `,• ,% / {._/� / , /...T'1/jT _!' i { : 'l ~4• y _ 1 . (' v`� -
Shale & Darlene � I i I I �'
ITrs
N i 0 2"Oe1K 3Ei'OAKI s f i I' // �; �,:... �/•1 �,
i
ttt
Kosnzk , ;Ax I
! l
�1E ! 1 f {i , I 1
~
s`IUIZAf,E✓ / ! . /� _ Designer's n Certify on.
&SODU.AR IiO. /
r, ._.__.. / ft I ; -!l GUYPlan Cali
D.B. 6024-078 M ; BULL )IIN / ; f � � / /,�,!-f- - � ' i :: ` � /
i /f / Ti:i i; �. / 1 IRIs
• i.
cv ' f-•'-�'""' '-1 " ° 1 7 ' hereby y this plan has been prepared m accordance with the latest
tr; 1111 i ! !i .•' I --•�- f / + "I he eb certify thatt 's la n
%C)nrfly: R-i5 r;, ! t p ,, 1 ; Flzil ACY �" ; - _ ! 1! r - i'• :) ' ' / '{+�'OA ,r� t New Hanover County Ordinances and Storm Water Design Manual:'
Land Use: Vacant (/ / / C)i`lk' i t - .
r : ; i�. _ _. r..r,x� 1 , z5"o1 co 31"a:�Ic
STOR_ frl ! __. ; _ / \\ ti Signature:
-- /
B 11LDINU (/ fl i "y� j > !'_I•
.1. f
!
.:..
1\K_6"Oe/ f
1 +
�
Printed Name and Title:
P�j'T s I t o c _;21ODUraxflo -
Date:
POWER
f/ POI,I k �� II �'! 1 i - �\ i zs"OAK / / Registration Number: SEAL
: _ .__. ; , < , � �? lam! �_ ..11 s.:.... _ ._':. �' � • - ' ,- . ,. � ,.
t
r �� 3x8„F i / / ll�ltttllur//,
,
F6C' t
.._ ,
/ s;;V1.�,r ....;-__.., _, I >.i � �.,...:� P Property Owner Certification:
t
G , - r_r•� / ; 1_ I OLE / "I (We) hereby certify that I (we) am (are) the current owner of the property and that upon �� C� .
1 TELECON3_l4 I / i ^. l pF�!
). �_ __ i' 1lEIt r �) receipt of "Authorization -To -Construct" an clearing, - / PEDESTAL
\ \ p y g, grading, construction or development,
d / I 1 t
o ,
_• - ` i-1E;1'I'sR will be performed in accordance with this plan and that the applicable ordinances and rotes of
r. \ e xfi"OA i New Hanover County, the State of North Carolina and the Federal Government and its _ S E A
r
�..
Iib.i;C. t �\ PEDESTAL / � _
/ O / i n I' V. agencies which are hereby made part of this plan. As the owner, I (we) accept full
/ POST`-`� l Y i, - x r i i -
v / - 4 02x'OAIC \ z9OAK t !!! _
1 / 1 responsibility for the construction and operation and maintenance of the proposed facilities I
WXs° FENCE. / 032555
(We) will not attempt to transfer of this responsibility without written authorization of
PO:9TA'I' P.C, ... f .. ��-
/ POLE r - - - } \ . 1 c \ i New over County."
i
FOT.E �'
' i N
t
0 8"UAK ! r �47'O_AK t i °•
� �Han
s ° -._ i Signature:�23
_
z„I
4
- . t / LIGHT , i .. ! _ ' '• % Printed Name and Title:: t
C '
PULF..Y `" %� •._. r tt
Date:'
r 0 24 tp \ J, \ h"C;F.DAC`\ f ! - _ . - '" - y
h 8 CLD 1R
A
OF y3��
C6o2Av
2% �h,{TO�t2r�F 1 � ! / __.__,___---` :.:;• i •` , .,- .-- __. ._ .__ : � 1
i/•}_ z
J
IL
I/� S, 'III
RIM: _0.29
/ / PO \ GRAS f L i rNV•.. .. - r- t M ENT INFORMATION:
Cj� DRI`'}•{WAY' 1 1 i i ■ ij ®O ~. 'r -l M i t�
\i iF
CLIENT INFO ATIO
. r--
-- LEGEND��
� _--_--
.- - FROPER�il"lrY,tSI� :. , �x • �f,,�WEST, LLC
•
r h SIN " '._ �` Ste' y �/ L...._ - - - ADJOIN _a f✓ ] Curtis Westbr k� Sr. �i�
-__ Ub I GIZIVEL PROPOSED: YER IT S r ,
t
I)R.IVL`s\V,lk e. ♦ ------
Fill ----- PROPOSEITa SEMI` i' Chatham rtSte�24L,
` ! RUNOFFDICITb i `
^ - -= - "' i • WATERLINE Cary, NC275111
µ o w
66
FM - FORCE MAIN
~' Y _- - - _.--•♦ $$ SANITARY SEWER LINE'•
GRAVE -t o 3a GRASSED SWALE 919-6OG}-6X
T mm
1)RIVEa1:AY ra♦
• e 25.5 SPOT ELEVATION
+
1�
New Hanover aIOVer yY� EXISTING FIRE HYDRANT
County
a•t EXISTING WATER VALVE
Snows Cut Park
PROPOSED FIRE HYDRANT
►0 PROPOSED WATER VALVE
DRAWN: JAL
SHEET SIZE:
24X36
CHECKED: CDC
DATE:
3/29/2019
APPROVED: CDC
SCALE:
C = 30'
PROJECT NUMBER:
201E-010
30' 15' o' 30' 60'
DRAWING NUMBER:
Scale: 1"=30' C-1
r Or