SW8031130_APPROVED PLANS_20040413

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW8
DOC TYPE
❑ CURRENT PERMIT
® APPROVED PLANS
❑ HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
2-C) o 1 3
YYYYMMDD

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SANITARY SEWER SYSTEM AND N.C. HWY. #130
IMPROVEMENTS SHALL BE DESIGNED AND SUBMITTED
BY OTHERS. IMPROVEMENTS SHOWN ON THIS PLAN
ARE PICTORIAL ONLY.
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DEED BOOK 131, PAGE 83 / N I I I I I \ / U J
ZONED CLD
/ I I i I I /►� /\ POND SECTION A A _ Q—
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DEED BOOK 113, PAGE 473 w <a
ZONED R6000 gw�
DOD
mom
LYNDONN HHOLDEN // x / II I I I 1 \I \�\\\"w / \\ \\ \�' I O aOz
N AND / I 1 •r 1 \ \ \ \ / `'o.\ \ /
x JUDITH D. ET / I I I I \ \ \ \ \ / ��\ \ \ \ / \ �' TE D
DEED BOOK 1078, PAGE 578 / I I 1'" \ 1 \ \ \ \ / \ I — _ z u z<o
ZONED CLD / I I i to 1 \ \ �\ \ I 2 z z = %
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LIMITS OF
CLEARING N/F
31.32 3; \ ® ra N X 23.5 \ \\ \ I \� SAMUEL S. CAISON
\ M N \\\ \ \\ \ I \\ DEED
ZONED7R6WO PAGE _29 Q
I O N \ \ \ NOTE:
POND TO BE CONSTRUCTED PRIOR TO a / OZ
i 32.56 — — — — _ MAXIMUM I i \ \ \\ ALL OTHER CONSTRUCTION ACTII/ITIES. \� ul0
\ ALL UPSTREAM DISTURBANCE SHALL BE \ /
. 35 32.96
� 32.20� \ \ DETENTION POL M� ry \ ROUTED\\\ \ \ PURPOSES. AND FOR SEDIMENT [NO 0
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3 — — x N 06' '3"W 298.73' l EBAR / OF CONTROL \ LIMIT$.OF Q J iZ W
STRUCTURE CLEARING
f. is
X N/F
s o , o /�/ �/ ry�i /ry6 / JOSEPH A. CROWNOVER \ �,
\ SHED / ,� / / / AND N
N JENNIFER C. LANGDON
x x DEED BOOK 1458, PAGE Y9 x
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SCALE: 1'-w
DATE: 11/18/03
a / y DESIGNED BY: SIC
I — \ NEW4'Pvc M* �l ZONED R6000
IMELL i SEWER SERVICE P�RTRICIA G. LANCATER
AND DRAWN BY: KBD
❑ / // EUGENE LANCASTER _... APRov. W. nnK
/ DEED BOOK 1046, PAGE 237 PROJECT NO.: 03.02284E
ZONED CLDIR6000 SCALE IN FEET
SEPTIC TAyK/a WET WELL/�
PERBRNNSWICKCOUNTY 0' 10' 20' 49 5
HEALTI// DEPT. PERMIT
FILE NO.:

F YOU DIG NORTH CAROLINA...
CALL US FIRST!
1-800-282-7411
UTILITIES PROTECTION CENTER
IT'S THE LAW
PLAN REVIEW CONTACTS:
ZONING, SEPTIC AND BUILDING PERMIT
BRUNSWICK COUNTY
CENTRAL PERMITTING
20 REFERENDUM DRIVE, NE BUILDING G
P.O. BOX 249
PHONE: [phone]
FAX: [phone]
www.brunsco.net
CONTACT: HELEN EVANS BUNCH, ZONING ADMINISTRATOR
DRIVEWAY PERMIT
NORTH CAROLINA DEPARTMENT OF TRANSPORTATION
DIVISION 3 - DISTRICT 3
429 MULBERRY STREET
P.O. BOX 1500
SHALLOTTE, NC 28459
PHONE: [phone]
FAX: [phone]
www.doh.dot.state. nc. us/operations/division3
CONTACT: IRIS McCOMBS
EROSION AND SEDIMENTATION PERMIT
NORTH CAROLINA DEPARTMENT OF ENVIRONMENT AND
NATURAL RESOURCES DIVISION OF LAND QUALITY
WILMINGTON REGIONAL OFFICE
127 CARDINAL DRIVE EXTENSION
WILMINGTON, NC 28405-3845
PHONE: [phone]
FAX: [phone]
www.enr.state.nc.uslregionalofficeslofficeslwilmington.html
CONTACT: CAROL MILLER, ACTING REGIONAL ENGINEER
SITE DEVELOPMENT DATA
EXISTING ZONING
CLD
PROPOSED USAGE
RETAIL STORE
P/N NO.
232GE00503
DEED BOOK NO.
483, PG. 166
GROSS SITE AREA
2.00 Ac.
DISTURBED SITE AREA
1.10 Ac.
TOTAL BUILDING AREA
9,100 SF
BUILDING HEIGHT
17'
PARKING SPACES REQUIRED
23
PARKING SPACES PROVIDED
30
TOTAL PARKING / IMPERVIOUS AREA
23,015 SF
TOTAL GRASSED / PLANTED AREA
55,005 SF
BUILDING SETBACKS:
FRONT YARD SETBACK
25'
SIDE YARD SETBACK
6-
REAR YARD SETBACK
25'
GENERAL NOTES:
1. DEVELOPMENT SHALL COMPLY WITH BRUNSWICK COUNTY DESIGN STANDARDS.
2. THIS PROJECT WILL BE SERVED BY PUBLIC WATER. A SEPTIC SEWER SYSTEMS OWNED, MAINTAINED, AND
OPERATED BY THE OWNER.
3. SIGNAGE, LANDSCAPING, AND OTHER MONUMENTATION SHALL BE PERMITTED IN CONFORMANCE WITH
BRUNSWICK COUNTY ZONING ORDINANCE REQUIREMENTS.
4. SITE DEVELOPMENT IS EXPECTED TO BE COMPLETED WITHIN SIX MONTHS FROM PLAN APPROVAL.
5. ALL CONSTRUCTION DEBRIS SHALL BE REMOVED FROM SITE AND LEGALLY DISPOSED OF IN A LANDFILL.
6. NO BUILDINGS SHALL BE PLACED IN SPECIFIC SETBACKS OR BUFFER.
7. CONTRACTOR IS TO COMPLY WITH ALL PROVISIONS OF THE NORTH CAROLINA DEPARTMENT OF TRANSPORTATION
STANDARDS WHEN WORKING IN OR ADJACENT TO AN EXISTING PUBLIC HIGHWAY RIGHT OF WAY.
8. THE CONTRACTOR SHALL BE RESPONSIBLE TO STAKE OUT THE IMPROVEMENTS AND PROVIDE A CHECK
PRIOR TO CONSTRUCTION.
Site Development'Pla s
for
Dollar General
Holden Beach, NC
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Owner/ Developer
Butler Properties
2727 Paces Ferry Road, Suite 9-255
Atlanta, GA 30339
Contact: Doug Shepard (24-Hour Contact)
Phone: [phone] Ext. 20
Fax: [phone]
doug@buHerproperties. net
Tow
SITE
Town
ch
ATLANTIC OCEAN
LOCATION MAP
NOT TO SCALE
SITE
LOCATION MAP
NOT TO SCALE
SHEET SCHEDULE
LATEST
SHEET TITLE
SHEET NUMBER
ORIGINAL DATE
REVISION DATE
COVER SHEET
1
November 18, 2003
April 12, 2004
ALTA SURVEY (LANDAIR SURVEYING COMPANY)
2
November 18, 2003
-
ALTA SURVEY (LANDAIR SURVEYING COMPANY)
3
November 18, 2003
April 12, 2004
SITE LAYOUT PLAN
4
November 18, 2003
April 12, 2004
SITE UTILITY, GFADING, AND DRAINAGE PLAN
5
November 18, 2003
April 12, 2004
EROSION, SEDIMANTATION, AND POLLUTION CONTROL PLAN 6
November 18, 2003
April 12, 2004
GENERAL DETAILS
7
November 18, 2003
April 12, 2004
. THIS SET IS CURRENT THROUGH SHEET DATED APRIL 12, 2004
C q R p`Gi�i
DOC
m ENGINEERS, INC.
No.C-1900 c
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APPROWD
NGLiH C,,,90HNA ENVI„-:N1 NTAL
Gi'G1S!ilN OF WATii QUALITY i
Qele c,
S;
DDC Zi" wwlimCeem, line.
V1CONSULTING ENGINEERS, SURVEYORS, PLANNERS
V LANDSCAPE ARCHITECTS 8 ENVIRONMENTALISTS
1298 PROFESSIONAL DRIVE
MYRTLE PHONE:, SOUTH CAROLINA
29577
FAX: [phone]
i

Tow
33.95
oo Q
��____ W l 4.2 34.20 W_
12';4 WATER LINE (APPROXIMATE LOCATION)
W W W
8 WV
MAILBOX W 8 MAILBOX W
FH X 34. 1 X 34.0 33.8 SITE DISTANCE (1
705±
AXLE X X 33.9 SEE NOTE
P-- - \\ P P _ P-onc0 P o POSTO m PO _ P_ TPED ❑
POST WM
1 1-1/2"NAIL
TBM
TOP OF FIRE HYDRANT
ELEVATION = 35.19
ELEV. DATUM: NAVD 88
F YOU DIG NORTH CAROLINA...
CALL US FIRST!
1-800-282-7411
UTILITIES PROTECTION CENTER
IT'S THE LAW
***CAUTION***
THE UTILITIES SHOWN HEREON ARE FOR THE CONTRACTORS CONVENIENCE ONLY.
THERE MAY BE OTHER UTILITIES NOT SHOWN ON THESE PLANS. THE SURVEYOR
ASSUMES NO RESPONSIBILITY FOR THE LOCATIONS SHOWN AND IT SHALL BE THE
CONTRACTOR'S RESPONSIBILITY TO VERIFY ALL UTILITIES WITHIN THE LIMITS OF
THE WORK. ALL DAMAGE MADE TO EXISTING UTILITIES BY THE CONTRACTOR SHALL
BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR.
PORCH
0
FLAG,
PORCH I OILTANK
TPE O I
X 33.5
I LP
4
35 35 34.91 35
A
WM
a ASPH ASPH - ASPH A
33.85 15 "CMP SD 15'CMP A
INV 32.13 34.08 34.35
PASSING SECTION
HOLDEN BEACH ROAD 60' REW
(A. K.A. NC HWY 130) -
- --- ----- 45 MPH
1 35 Ot 3TJ 35.39
35.21 W
v = u W
W W W SITE DISTANCE (845'f) - W X34.2 1.631.44 FEET ALONG THE R/W
*SEE NgTE �� 1, THE PFE -INTERSECTION WITH R/W OF SR1239
N 89'37 07 E 170.66' POB
34.4
7WM P XJJ.6 P 1P 1/2"NAIL 0 BASE
P P P
P p P PX 34.4
P_
34.0
25'B/L
Q
Z I DOGWOOD X 33.3
O E
BUSHY O Q
CP
BUSHY I
BUSHQ PP
BUSH N 'I
31.34' p
00
J
I GUY J
W
4.15' I
S (2)�J�� I
N/F �L (3�.6688' I
PATRICIA G. LANCATER I
AND
EUGENE LANCASTER I
DEED BOOK 1046, PAGE 237 I
ZONED CLD/R6000
WELL
E N. 6.3' WELE
2 00
SHED
ZONE
_ ZONE R6000 2p
2E
0,74
1.32'
X29.9
Roadway Re uo /atory Authorities:
1. NC DOT Shallotte [phone]
R/W Dan Combs [phone]
2. Planning Department [phone]
[phone]
Utility Contacts:
1. Wilmington Office [phone]
Local 253-2025
Bolivia Office 253-2657
Sanitary Sewer Eric Wilioms [phone]
[phone]
2. Water - Brunswick Public Utilities
Tommy Grissett 253-2860
J. Sprint (Phone) [phone]
Local - Atlantic [phone]
755-1604; 754-4317
4. Carolina Power & Light [phone]
Brunswick Electric [phone]
5. Storm Water Glen Weddle 253-2409
a
� A
PORCH
FFE=35.53
i STORY
FRAME
25.3'
10.9,
DECK 1 STORY ^
Iv0 0 D � ENE
N/F
TOY JOHNSON
DEED BOOK 483, PAGE 166
SITE ADDRESS: J049 HOLDEN BEACH ROAD
ZONED CLDIR6000
X33.9
47.84'
46.24'
46.89'
�
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el
X 32.9 I
1
OLD WELL
REMAINS
O I
I
ZONE CLD �c
I WOODL l/VE X31.4
APPROXIMATE LOCA IT ON OF CHENGING ZONE LINE X 31.9
ZONE R6000
I
MATCH LINE
X 32.5
N/F
LYNDON L. HOLDEN
AND
JUDITH D. ET
DEED BOOK 1078, PAGE 578
ZONED CLD
ZONE CLD
E�
X 30.6
PP
35
C
Q
I
34.48
35.43
A a
\IPF
�\ 3/4"REBARAR
3 q o
-P P
P
PP
X 31.6
,y0
This
plat was based on
the following references:
1.
Deed recorded
in
deed book
483 page 166.
2.
Deed recorded
in
deed book
1078 page 578.
J.
Deed recorded
in
deed book
131 page 83.
4.
Deed recorded
in
deed book
1046 page 237.
5.
Deed recorded
in
deed book
1458 page 79.
6.
Deed recorded
in
deed book
79 page 429.
7.
Deed recorded
in
deed book
149 page 107.
SITE
T6wn
A T L A N T I C O C E A N
LOCATION MAP
NOT TO SCALE
SILE
LOCATION MAP
NOT TO SCALE
NORTH
MAGNETIC i
20 0 20 40 60
GRAPHIC SCALE - FEET 1" = 20'
ZONING =
FRONT - CLD
REAR - R6000
Setback Information:
CLD R6000
Front: 25' 25' C&G ACAD FILE NAME
Side: 6' 70' 035-267CRD
Corner: 25' 10' 03S-267. DWG
Re& 10' 25'
Other When CLD No buffer
abuts R6000
min 20' buffer
is required
N/F � �
RETT CALLOWAY AREA = 2. 00 ACRES o
OOK 131, PAGE 83 PIN # 232GE00503 � z
ZONED CLD
This survey relied upon information contained within o Chicago Title Insurance Company title
commitment #WL 2003-01547 with on effective date of June 25, 2003.
5. Court order recorded in Deed Book 700, page 692.
Z
Comment: Affects subject property, no evidence of present road sited within the deed was found U
therefore the surveyor can not plot the location of the easement. r�,,J �
v J v = U
The sight distance is based off of a viewing height of five feet and o base line point located of the C7�
right-of-way line and the approximate center of the site frontage. O Z =
No mile marker was found on NC HWY NO. 130. E (� O �
Tract shown on this survey has on access from public rood. O
This survey is made for the benefit of Chicago Title Insurance Company, Holden Beach DG, LLC, Regions O J
Bonk and Toy Johnson. �J O
I hereby certify that this survey was mode on the ground as per field notes and that this survey shows
the location of easements and other matters of record affecting the subject property as furnished to the Q
undersigned per legal description in such easements and other matters, and shows other matters visible
on the ground which may adverse/y affect the subject title, other than those easements and restrictions Q 0 O U
listed hereon (if any) which are blanket easements and restrictions affecting the property, that adequate J
ingress and egress to and from the subject property is provided to streets and dedicated public E C�
rights -of -way and that the subject property does not serve any adjoining properties for drainage, f\
ingress and egress, or other purposes, except as shown. Q
This is to certify that this map or plot and the survey on which it is based were made (i) in Q
accordance with Minimum Standard Detail Requirements for ALTA/ACSM Land Title Surveys, "jointly U E m m
established and adopted by ALTA and ACSM in 1999, and (ii) pursuant to the Accuracy Standards (as Q
adopted by ALTA and ACSM and in effect on the date of this certification) of an Urban Survey. Qj
1, Jon Adams, certify that this plat was drawn under my supervision from an actual survey made under Ei
my supervision (deed description recorded in Book 161, Page 622 and Deed Book131, Page 83), that
the boundaries not surveyed are clearly indicated as drawn from information found in Book 161, Page Q J
622 and Deed Book 131, Page 83,- that the ratio of precision as calculated is 107,845; that the tie to O
grid was measured using a Leico J99 dual frequency Global Positioning System with a before
adjustment occurocy setting of 0.26 feet horizontal of which all vectors used passed- that the survey is
of an existing parcel or parcels of land and does not create a new street or change an existing street;
that this plat was prepared in accordance with G.S. 47-JO as amended.
Drawing No.
l Of 2
Jon G. Adams, North Carolina Professional Land urveyor L-4143
File Number:
This tract of land does not lie within the 100 year intermediate regional flood zone as per the Federal
Emergency Management Agency as shown on Community -panel f J70295 0335 E lost revised April 2, OJS-267
1991.
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F YOU DIG NORTH CAROLINA...
CALL US FIRST!
1-800-282-7411
UTILITIES PROTECTION CENTER
IT'S THE LAW
***CAUTION***
THE UTILITIES SHOWN HEREON ARE FOR THE CONTRACTORS CONVENIENCE ONLY.
THERE MAY BE OTHER UTILITIES NOT SHOWN ON THESE PLANS. THE SURVEYOR
ASSUMES NO RESPONSIBILITY FOR THE LOCATIONS SHOWN AND IT SHALL BE THE
CONTRACTOR'S RESPONSIBILITY TO VERIFY ALL UTILITIES WITHIN THE LIMITS OF
THE WORK. ALL DAMAGE MADE TO EXISTING UTILITIES BY THE CONTRACTOR SHALL
BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR.
GV
Gas Valve
TBMy
TempororyyBench Mark
GP
Guy Pole
TP
Telephone Pole
GPMH
Georgia Power Mon
Hole
WM
Water Meter
HW
Head Wall
WV
Water Valve
IPF
Iron Pin Found
Yl
Yard Inlet
BPL
BPL
Buried Power Line
BTL
BTL
Buried Telephone Line
— —
—
Creek Line
X
X
Fence Line
G
G
Gas Line
P
P
Power Line
— — —
—
Property Line
/
l
Railroad Line
S
S
Sanitary Sewer Line
T
T
Telephone Line
W
W
Water Line
ORD
PAGE 1
ADD
T
SITE
ATLANTIC OCEAN
LOCATION MAP
NOT TO SCALE
S/TE
iA
N
1
LOCATION MAP
NOT TO SCALE
,zk
NORTH
L MAGNETIC j
20 0 20 40 60
GRAPHIC SCALE - FEET I" - 20'
LEGAL DESCRIPTION
A parcel of land situated in Lockwood Folly Township, Brunswick County, North Carolina and more
particularly described as follows;
Commencing at the point of intersection of North Carolina Highway 130 south, North Carolina Highway
130 West (Holden Beach Rood), and State Road 1239, Thence southwesterly along the southerly right of
way line of North Carolina Highway 130 a distance of 1,631.44 feet, according to a survey plat by
Brunswick Surveying, Inc recorded in Map Cabinet 17 Page 247 of Brunswick County Records, to a 1
nail set at a base located at the northwesterly corner of a tract of land recorded in Deed Book 161 at
Page 622 of Brunswick County Records, said 1 X" nail found being the northeasterly corner of the
herein described parcel and the TRUE POINT OF BEGINNING;
From the TRUE POINT OF BEGINNING as thus established, leaving the southerly right of way line of North
Carolina Highway 130 (Holden Beach Road), South 05 degrees 57 minutes 44 seconds West, along the
westerly line of said tract of land recorded in Deed Book 161 at Page 622, a distance of 275.92 feet
to a 2" rebar found; Thence North 86 degrees 10 minutes 36 seconds East, along the southerly line of
said tract recorded in Deed Book 161 at Page 622, a distance of 171.49 feet to a 1 )�" rebar found -
Thence South 02 degrees 46 minutes 40 seconds East along the westerly line of a parcel of land
recorded in Deed Book 131 at page 83 a distance of 18.20 feet to a 3/4" rebar found; Thence North
87 degrees 49 minutes 38 seconds East, along the southerly line of the said parcel recorded in Deed
Book 131 at Page 83, a distance of 99.35 feet to a 518" pipe found- Thence South 02 degrees 11
minutes 08 seconds East, a distance of 4.81 feet to a 3/4" pipe found; Thence South 56 degrees 34
minutes 39 seconds West, a distance of 317.33 feet to a 3/4" rebar found: Thence South 63 degrees
04 minutes 02 seconds West, a distance of 106.78 feet, to a X" rebor found: Thence North 05 degrees
58 minutes 44 seconds West, a distance of 208.33 feet to a 2" rebor found; Thence North 06 degrees
05 minutes 34 seconds West, a distance of 298.73 feet, to an iron pin found on the southerly right of
way line of North Carolina Highway 130, Thence North 89 degrees 37 minutes 07 seconds East, along
the said southerly right of way line of North Carolina Highway 130, a distance of 170.66 feet to a 1
9" nail set at a base found. Said 1 g" nail found being the TRUE POINT OF BEGINNING
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Drawing No.
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File Number:
03S-267

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a BASE
IPS IPF IPF
5/8"PIP 3/4"PIPE W47PIPE
,
S 02"11'O8'E 4.81'
NOTE:
1. CONTRACTOR SHALL BE RESPONSIBLE TO STAKE OUT THE IMPROVEMENTS \
AND PROVIDE A CHECK PRIOR TO CONSTRUCTION.
2. ALL TRAFFIC CONTROL DEVICES, PAVEMENT MARKINGS, SIGNS, AND
SIGNALS SHALL BE DESIGNED, INSTALLED AND MAINTAINED IN o
CONFORMANCE WITH THE STANDARDS SET FORTH IN THE MANUAL ON a
UNIFORM TRAFFIC CONTROL DEVICES.
3. STANDARD R7-8a RESERVED PARKING AND MAXIMUM PENALTY $100 a c=i i
NCGS 20-37.6 SIGNS MUST BE INSTALLED IN FRONT OF THE
4
HANDICAPPED PARKING SPACES. VAN ACCESSIBLE SIGN(S) MUST BE
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----------
PROVIDED IN FRONT OF VAN ACCESSIBLE SPACES.
4. A REGISTERED ENGINEER OR SURVEYOR SHALL SUBMIT SIGNED AND
SEALED CERTIFICATION AT TESTING THAT THE BUILDING IS PROPERLY
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LOCATED ON THE SITE AND THAT SUCH LOCATION IS IN COMPLIANCE
\
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WITH THAT APPROVED DEVELOPMENT PLAN PRIOR TO THE APPROVAL OF
N/F
\
THE CONSTRUCTION OF THE SURFACE FLOOR SLAB OF THE BUILDING BY
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THE BUILDING INSPECTOR.
EVERETT GALLOWAY
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DEED BOOK 131, PAGE 83
\
AR
GENERAL DOLLAR
5. ALL OUTDOOR LIGHTING SHALL BE SHIELDED IN SUCH A MANNER THAT
ZONED CLD
I
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NO DIRECT GLARE FROM THE LIGHT SOURCE CAN BE SEEN FROM A MAJOR
THOROUGHFARE, AN ADJOINING ZONING DISTRICT, OR FROM ABOVE.
.
6. NO WETLANDS ARE PRESENT ON SITE.
I
7. THIS PROPERTY IS NOT LOCATED INA WATERSHED DISTRICT.
❑
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______
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8. INDIVIDUALLY PLATTED LOTS WITH DRIVEWAY CUT/ DRIVEWAYACCESS TO A
IPF
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PARKING AREA OR DRIVE OF PLANNED SHOPPING CENTER WILL BE
INCLUDED AS PART OF THAT PLANNED SHOPPING CENTER
1 1/2'REBAR S 02"46'40"E
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IPF
\
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18.20'
3/4"RE R
9. A 5' GRASSED PARKING BUFFER WILL BE ADJACENT TO ALL PARKING AREAS.
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\ \ `" e SCALE. 1 "=50'
I \
NOTE. i \ \ 0
ROADWAY IMPROVEMENTS TO N.C. HWY. #130 I \ N/F
SHALL BE DESIGNED AND SUBMITTED
BY OTHERS. IMPROVEMENTS SHOWN ON I I \\ 'w B. G. FULFORD
AND
\
THIS PLAN ARE PICTORIAL ONLY. ARAMATHA FULFORT� I \ DEED BOOK 113, PAGE 473
\ ZONED R6000
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DEED BOOK 1078, PAGE 578 I \
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3R SAMUEL S. CAISON
PAINTED �, TYP. ® , \ DEED BOOK 79, PAGE 429
ISLAND (TYP N 00"2253" W _ _ _ _ , \ \ N ZONED R6000
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ALL RDRAINAGE SHALL
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WETLANDS
— — — — — — — — — N 05`5844"W 208.33'
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SHED
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PATRICIA G. LANCATER
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DEED BOOK 1046, PAGE 237
ZONED CLD/R6000
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JOSEPH A. CROWNOVER
AND
JENNIFER C. LANGDON
DEED BOOK 1458, PAGE 79
ZONED R6000
IPF
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F YOU DIG NORTH CAROLINA...
CALL US FIRST!
1-800-282-7411
UTILITIES PROTECTION CENTER
IT'S THE LAW
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DATE: 11/18/03
DESIGNED BY: SJC
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PROJECT NO.: 03.02284E
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DEED BOOK 131, PAGE 83 o f
POND SECTION A A
ZONED CLD 1 1 1 1 I I \
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IMPROVEMENTS SHALL BE DESIGNED AND SUBMITTED�_ s � �o =�
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M
33.50 I 32.5 30.88 I HEALTH DEPT. PERMIT x _ I _ M /� v PONDING \ 'a \ 1 \ \ \ \\ \ 1 \\ ZONED R6000
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314" WATER SHED / �° / / AND N
OIL TANKS (2) ' / / / / / N JENNIFER C. LANGDON
F I / WELL / rn / / / / x N x DEED BOOK 1458, PAGE'f9 x
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DATE: 111I M3
1 1-1r2'NAILf� BASE \
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DESIGNED BY:
SJC
AXLE
/ P/iTRICIA G. D NCATER
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DRAWN BY:
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DEED BOOK 1046, PAGE 237
NM
ZONED CLD/R6000
SCALE IN FEET
®
PROJECT NO.:
03.02284E
^
POST
0
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FILE NO.:

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NOTES:
II I \
1. TOTAL SITE AREA: 2.00 acres DISTURBED AREA: 1.10 ales S02'1f08'E 4.8T'
2. IF NECESSARY, SLOPES WHICH EXCEED 8' VERTICAL SHOULD BE STABILIZED WITH SYNTHETIC OR VEGETATIVE MATS IN
ADDITION TO HYDROSEEDING. IT MAYBE NECESSARY TO INSTALL TEMPORARY SLOPE DRAINS DURING CONSTRUCTION.
TEMPORARY BERMS MAY BE NEEDED DAILY UNTIL THE SLOPE IS BROUGHT TO GRADE.
3. THE NORTH CAROLINA SEDIMENTATION POLLUTION CONTROL ACT MANDATES A SHORTENED TIME FRAME IN WHICH TO I I I I I
LEGEND:
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TEMPORARY �.
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REESTABLISH WITHIN 115WORKING DAYS OR 30UCALENDAR DAYS P(WHICH LEVER IS THE SHORTER) AFTER COMPLETION EPLETION OF ANYPH SE I I III I // U) N N Z) M
OF GRADING, BE PLANTED OR OTHERWISE PROVIDED WITH GROUND COVER SUFFICIENT TO PERMANENTLY RESTRAIN I I Uj H r7
EROSION. I III I \ W W o O� 00
4. ALL SEDIMENT AND EROSION CONTROL DEVICES SHALL BE INSPECTED EVERY 7 DAYS OR AFTER EACH RAINFALL I i I I i I\ I �' S F SILT FENCE W °- U z x
OCCURRENCE THAT EXCEEDS ONE-HALF INCH. DAMAGED OR INEFFECTIVE DEVICES SHALL BE REPAIRED OR REPLACED, I I a \ I W O x
a
AS NECESSARY. Z I I `I \ W Q
III ^ 04 a
5. PROVIDE SILT FENCE AND/ OR OTHER EROSION CONTROL DEVICES, S MAYBE REQUIRED, TO CONTROL SOIL EROSION I I I N I I \ 0 W
DURING UTILITY CONSTRUCTION. ALL DISTURBED AREAS SHALL BE CLEANED, GRADED, AND STABILIZED WITH GRASSING I I I Z J
\ CD CHECK DAM A JU
IMMEDIATELY AFTER THE UTILITY INSTALLATION. I I N
�N }
6 THE CONTRACTOR MUST TAKE NECESSARYACT70N TO MINIMIZE THE TRACKING OF MUD ONTO THE PAVED ROADWAY FROM NIF / I I Ri I I I I \ N (I)c M
CONSTRUCTION AREAS. THE CONTRACTOR SHALL DAILY REMOVE MUD/ SOIL FROM PAVEMENT, ASMAYBE REQUIRED. EVERETT GALLOWAY I I I I I \ x Z Z
DEED BOOK 131, PAGE 83 / N I I \ / ov J
7. RESIDENTIAL SUBDIVISIONS REQUIRE EROSION CONTROL FEATURES FOR INFRASTRUCTURE AS WELL S FOR INDIVIDUAL LOT ZONED CLD '�' I I I I I \
CONSTRUCTION. INDIVIDUAL PROPERTY OWNERS SHALL FOLLOW THESE PLANS DURING LOT CONSTRUCTION OR PROVIDE AN / N I III ' / CONSTRUCTION SEQUENCE. �----
INDIVIDUAL PLAN MEETING SECTION R72-307 OF THE STORM WATER MANAGEMENT AND SEDIMENT REDUCTION ACT. /
PROVIDE A DETAIL. // i I i ��\� 1. LOCATE ALL EXISTING UTILITIES IN PROJECTAREA.
8. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING ALL SILT BARRIERS AND SEDIMENT CONTROL INSTALLATIONS / I I I I / I / \ 2. INSTALL EROSION CONTROL MEASURES.
DURING CONSTRUCTION UNTIL THE COMPLETION OF THE SITE DEVELOPMENT / I I I I / I m / \
FOUR INCHES MINIMUM TO GRADES INDICATED) ON ALL x / / IPF / / \ 3. CONSTRUCT POND
9. FINAL GRADING SHALL CONSIST OF SPREADING TOP SOIL
( 11/2'RE 0k�46'40'E I � \
DISTURBED AREAS. / 4PF So / 4. CLEAR AND GRUB SITE.
10. ALL DISTURBED AREAS SHALL BE LANDSCAPED AND STABILIZED IMMEDIA TEL Y AFTER FINAL GRADING, AS PER THE �\ \ _ _ — — — — — — — — — ' / l / \ \ N l / / \ 5. CONSTRUCT PARKING AREA AND BUILDING PAD.
LANDSCAPING PLAN. \ (' — — — — — — — — —
\ / i 6. PLACE S.A.S.C. AND COMPACT.
11. EROSION CONTROL DEVICES MUST BE INSTALLED IMMEDIATELYAFTER LAND DISTURBANCE OCCURS. THE LOCATION OF SOME
OF THE CONTROL DEVICES MAY BE ALTERED FROM THAT SHOWN ON THE APPROVED PLANS, IF DRAINAGE PATTERNS DURING 7. PAVE PARKING AREA STABILIZE ALL DISTURBED AREAS.
CONSTRUCTION VARY FROM THE FINAL DRAINAGE PATTERNS. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO PROVIDE
SOIL EROSION CONTROL FOR ALL DRAINAGE PATTERNS DURING ALL STAGES OF CONSTRUCTION. ALL INADEQUACIES IN SOIL \ \ �2g� = ` ` ` \ \\ \II\ \ \ / / /25/ / I 8. UPON APPROVAL BY GOVERNING AGENCY, REMOVE ALL REMAINING
EROSION CONTROL DURING ANY PHASE OF CONSTRUCTION MUST BE REPORTED IMMEDIATELY TO THE ENGINEER. \ \ `pO ` ` — — C- EROSION CONTROL DEVICES WHEN SITE STABILIZATION IS COMPLETE. 1TMf
12. ADDITIONAL EROSION CONTROL MEASURES WILL BE EMPLOYED WHERE DETERMINED NECESSARY BYACTUAL SITE CONDITIONS. \ \ \ \ \ \ \ I \ \\ \ \ \ I {gyp �11If
PROVISIONS SHALL BE MADE TO ENSURE POSITIVE DRAINAGE ON THE SITE ATALL TIMES. NATURAL DRAINAGE FEATURES '��� \ / \ \ x \ / \ ' ' }' G� ' �' �f ,
DISTURBED BY CONSTRUCTION MUST BE REESTABLISHED. NO PONDING DUE TO SPOILS, STOCKPILING OR OTHER ACTIVITIES \ ) / / \ \� / _ — / \ ` — ' ff t� fps
SHALL BE PERMITTED. — — — — —
13. FAILURE TO INSTALL, OPERATE AND MAINTAIN ALL EROSION CONTROL MEASURES, S SHOWN ON THE APPROVED PLANS OR
AS DIRECTED BY THE ENGINEER AND/OR GOVERNING AGENCY WILL RESULT IN ALL WORK ON THE CONSTRUCTION SITE BEING
STOPPED UNTIL PROPER CORRECTIVE MEASURES HAVE BEEN MET, AS REQUIRED AND/ OR DIRECTED. i i II I I ' \ \ \ \ \ \ / / \ \ \ "a 'Stiy� +*
14. SEDIMENT TRAPPED IN SILT FENCE, POND AND CHECK DAMS SHALL NOT EXCEED 113 FULL. MAINTENANCE OF THESE FEATURES / ' II I I I ' \ \ \ \ \ \ \ N/F
SHALL BE MAINTAINED UNTIL FINAL SITE STABILIZATION HAS BEEN ACHIEVED. I II II I \ \\ \\ \ \ \ �� I B.
G.
AND ORD o o U } 619
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ARAMATHA FULFORT i°?
DEED BOOK 113, PAGE 473 Z <
ZONED R6000
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/ N/F // II I I II \ \\\\\ \ / \\ \\ \ I w 0>'j
/ LYNDON L. HOLDEN / x ' I I I - I I \ \ \ \ N / \ \ �� I o w M u
AND / I I v 1 \ \ \ \ \ / `-3 \ / m 0 two
JUDITH D. ET / I I I I ^ I\ I \ \ \ \ \ / 10 \ \ \ \ \ W (1)
DEED BOOK 1078, PAGE 578/I iI i II I �v \ \\\\ 2 Z
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PATRICIA G. LANCATER
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/ DEED BOOK 1046, PAGE 237
/ ZONED CLOIR6000
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JOSEPH A. CROWNOVER \
AND N
JENNIFER C. LANGDON
/ x x DEED BOOK 1458, PAGE 79 x
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SCALE: 1'=20'
DATE: 11/18/03
N ZONED R6000 DESIGNED BY: SJC
DRAWN BY: KBD
APROV. BY: TMK
- SCALE IN FEET PROJECT NO.: 03.02284E
0' 10, 20' 'w 036
FILE NO.:

RESERVED
PARKING
18"
U
RESERVED
PARKING
Y� 12" —+I Imo- 12" --►I
SIGN R7-8
MAXIMUM
PENALTY9.
VAN
$250 ACCESSIBLE 6"
A
12" —� �- 12" —�-I
SIGN R7-8D VAN ACCESSIBLE SIGN
STANDARD COLORS: (ALL SIGNS)
BACKGROUND - WHITE
LETTERING / BORDER - GREEN
ARROW -GREEN
FIGURE - WHITE ON BLUE FIELD
HANDICAPPED PARKING SIGN
SCALE: N.T.S.
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2"
2"
CONCRETE
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1.0'
WHERE REQUIRED
CONCRETE BOLLARD
PAINTED YELLOW
8" DIA. CONCRETE
SURROUND AROUND
PIPE COLUMN
EDGE OF PAVEMENT
WHITE
REFLECTIVE
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8' 8' 10, TYR
PAVEMENT MARKING DETAILS
SCALE: N.T.S.
EXPANSION JOINT 0 32' O.C.
CONSTRUCTION JOINT !M 4.0' O. C.
PLAN
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1/4" TOOLED CONSTRUCTION
JOINT 1 " DEEP 4' O.C.
SECTION
WIDTH BETWEEN BACK OF CURB AND SIDEWALK VARIES.
WHERE NO CURBING IS REQUIRED, MINIMUM SIDEWALK
SEPARATION WILL BE MEASURED FROM THE EDGE OF
PAVEMENT.
112"EXPANSION JOINT
0 30' O.C.
C
71
T
COMPACTED
SUBGRADE
6'X6" WIAXWIA WWM
TYPICAL SIDEWALK DETAIL
SCALE: N.T.S.
SERVICE LINE (I.P.S.):
TYP. COPPER OR 200 PSI
45' MIN.
POLYETHYLENE SDR 9
TAPPED SADDLE (I.P.S.)
SERVICE MATERIAL PER
(NYLON OR EPDXY COATED)
AWWA STANDARDS.
COMPRESSION FITTING
USE 1 • FOR DOUBLE
NOTE.,
METER SERVICE.
SINGLE SST STRAP SADDLE FOR
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DBL. SST STRAP SADDLE FOR
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SCALE: N.T.S.
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SCALE: N.T.S.
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FINISH GRADE
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TYPICAL SEWER CLEAN OUT
SCALE: N.T.S.
NOTE:
TEMPORARY PLUG REQ'D.
WHEN LATERAL TO UNIT
NOT INSTALLED AT SAME
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OF SLOPES WHOSE HEIGHT IS GREATER THAN 5'
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2. WOVEN WIRE FENCE SHALL BE REQUIRED AS A BACKING FOR FILTER FABRIC WITH
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AN ELONGATION AS DETERMINED BYASTM D 1682, OF 50% OR GREATER. THE
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WIRE FENCE SHALL BE A MINIMUM OF 32' IN WIDTH AND SHALL HAVE A MINIMUM
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3. WOOD OR STEEL POST MAY BE USED, WOOD POST SHALL BE A MINIMUM OF 6'
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(MIN. COMPACTION 98 %)
LONG AND 3" OR MORE IN DIAMETER. STEEL POST SHALL BE A MINIMUM OF 5' LONG
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WEIGH A MINIMUM OF 1.3 POUNDS/FOOT, AND HAVE PROJECTIONS FOR FASTENING
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SLOPE AS SHOWN ON PLAN
THE WIRE OR THE FABRIC TO THE POST. STEEL POST SHALL ALSO HAVE A METAL
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PLATE SECURELYATTACHED SUCH THAT WHEN THE POST IS DRIVEN TO THE
PROPER DEPTH, THE PLATE WILL BE BELOW GROUND LEVEL FOR ADDITIONAL
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STABILITY. POSTS SHALL BE INSTALLED TO A DEPTH DIRECTED BY THE ENGINEER,
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WITH 1 TO 2 INCHES OF THE POST PROTRUDING ABOVE THE TOP OF THE WIRE
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FENCE OF FABRIC BEING IDEAL, BUT IN ANY CASE, NO MORE THAN 3' OF THELLJ
POST SHALL PROTRUDE ABOVE THE GROUND.
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6" MIN. COMPACTED STABILIZED
12" PREPARED SUBGRADE PLACED IN
STAPLES 1 112 INCHES LONG AND TO STEEL POST USING TIE WIRES. NUMBERS AND
AGGREGATE BASE COURSE (SA.B.C.) LIFTS NOT EXCEEDING 8 INCHES IN
LOCATION OF FASTENERS WILL BE AS DIRECTED BY THE ENGINEER IN A MANNER TO
COMPACTED TO 98 % OF THE
COMPACTED THICKNESS AND DENSIFIED
PREVENT SAGGING OR TEARING OF THE FABRIC BUT IN ALL CASES, AFFIXED TO THE
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SOILS MODIFIED PROCTOR MAXIMUM
IN -PLACE TO 98 % OF THE SOILS STANDARD
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DRY DENSITY (ASTM D 1557)
PROCTOR MAXIMUM DRY DENSITY
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BE TIED TO THE FENCE AS DIRECTED BY THE ENGINEER IN SUCH A MANNER TO
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SCREEN TO SURROUND -
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TOP VIEW
SCREEN DESIGN
MAY VARY
1D
9' 9'
6" CONCRETE PAD
WITH REINFORCEMENT
12" PREPARED (MIN.)
SUBGRADE 6' COMPACTED STABILIZED
AGGREGATE BASE COURSE
SIDE VIEW
1 Y2" CHAMFER
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PLAN '4
2' 9• SEAL HOLES
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PAVING II
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SECTION A A
CONCRETE WHEEL STOP DETAIL
SCALE: N.T.S.
DUMPSTER PAD
WITH SCREEN
SCALE., N.T.S.
1.5'
RIP -RAP STONE SIZE 6" TO 12"
FILTER
FABRIC
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STONE CHECK DAM cD
SCALE. N.T.S.
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LINE WIRES -
#12 112 GAGE -
BOTTOMSTRAND -
#10 GAGE
METAL OR --�
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NATURAL GROUND LINE
6' MAX.
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NATURAL GROUND LINE
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REINFORCEMENT
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5
ILTER FABRIC
FABRIC ANCHORAGE
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SCALE: NO SCALE
DATE: 11/18/03
DESIGNED BY: SJC
DRAWN BY: KBD
APROV. BY: TMK
CE
PROJECT NO.: 03.02284E
GRAVEL CONSTRUCTION ENTRANCE 7
SCALE., N.T.S.
FILE NO.: