SW7090711_APPROVED PLANS_20141205

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW %(P�/�
DOC TYPE
❑ CURRENT PERMIT
FPAPPROVED PLANS
❑ HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
YYYYMMDD

VICINITY MAP
N TS
SITE DATA
1.
OWNER/DEVELOPER: CAMDEN REALTY GROUP, LLC
\
WILLIAM W. OWENS
207 S. SOUTH POINDEXTER STREET
ELIZABETH CITY, NC 27909
252-202-9661
\
2.
SITE INFORMATION: PIN# 028935032022760000
SITE AREA: 110,095 SF = 2.52 AC.
ZONING: CC - COMMUNITY CORE
REF:
D.B. 252 PG. 694; D.B. 266 PG. 238;
D.B. 255 PG. 855; D.B. 264 PG. 582;
D.B. 329 PG. 168;
ADJOINING PINS WITHIN CAMDEN REALTY GROUP LLC PROPERTY:
028934012909930000, 028935032041480000,
028935032051430000
3.
SITE IS LOCATED IN FLOOD ZONES "SHADED X", "X", AND "AE"
AS SHOWN ON F.I.R.M. PANEL 3720893500J AND 3720893400J, DATED
OCTOBER 5, 2004.
4.
THIS IS NOT A BOUNDARY SURVEY. BOUNDARY LIMITS SHOWN TAKEN
FROM PLAT ENTITLED "RECOMBINATION PLAT FOR CAMDEN REALTY GROUP"
PREPARED BY JASON A. MIZELLE, PLS-4917, DATED SEPTEMBER 8, 2014,
\
AS RECORDED IN MAP BOOK 7, PAGE 134, CAMDEN COUNTY REGISTER OF
DEEDS.
\
5.
THERE ARE WETLANDS WITHIN THE PROJECT LIMITS AS SHOWN ON MAP
\
"WETLAND PLAT FOR CAMDEN REALTY GROUP", PREPARED BY JASON A.
1
MIZELLE, PLS-4917, DATED AUGUST 29, 2014.
6.
MINIMUM SETBACKS:
STREET:
VEHICULAR & STRUCTURAL = 25'
LOT BOUNDARY:
/
STRUCTURAL SIDE = 25'
STRUCTURAL REAR LINE = 10'
/
VEHICULAR AREA SIDE & REAR = 10'
7.
PARKING REQUIREMENTS:
/
RESTAURANT: 1 SPACE PER 3 SEATS, PLUS 1 SPACE
PER 2 EMPLOYEES ON MAXIMUM SHIFT
/
® 75 SEATS AND 10 EMPLOYEES = IQ
/
MEDICAL OFFICE: 1 SPACE PER 150 SF FLOOR AREA = ZQ
INSURANCE OFFICE: 1 SPACE PER 400 SF FLOOR AREA = § /
PHARMACY- 1 SPACE PER 200 SF FLOOR AREA = 15
/
TOTAL SPACES REQUIRED: 71
TOTAL SPACES PROVIDED: 74 /
B.
SITE COVERAGE CALCULATIONS:
SITE AREA: 110,095 SF = 2.52 AC.
EXISTING (ON -SITE):
BUILDING : 18 SF
CONCRETE: 1954 SF
ASPHALT: 0 SF
TOTAL COVERAGE: 1,972 SF
RESULTING (ON -SITE):
BUILDING: 11,798 SF
CONCRETE: 2,911 SF
ASPHALT: 36,846 SF
TOTAL 555 SF N51' 21' 51"E
9.
LANDSCAPING REQUIREMENTS: 55.00'
BUFFER YARD
.-.�
REQUIRED BUFFER TYPE C (3 SIDES OF LOT):
INTERMITTENT OBSTRUCTIONS FROM GROUND TO
HEIGHT OF AT LEAST 20'. /
EFFECTIVE FRONTAGE = 169 + 405 + 348 = 922 LF
PARKING AREA
TOTAL VEHICULAR SURFACE AREA = 2,911+36,846 = 39,757 SF
REO'D SHADING: 20% OF TOTAL VEHICULAR SURFACE AREA
39.757 SF x 0.20 F = 7,914 SF
MATURE TREES GET SHADING CREDIT OF 707 SF FOR A
CROWN RADIUS OF 15 FEET (OR A PORTION DEPENDING
ON PLACEMENT).
SHADING PROVIDED: (6)x707 SF + (14)x354 SF = 9,198 SF
TOTAL LANDSCAPING PROVIDED
TOTAL TREES PROVIDED = 29
TOTAL SHRUBS PROVIDED = 94
LANDSCAPED AREAS IMMEDIATELY ADJACENT TO SHRUBS
SHALL BE MULCHED AND REMAINING AREAS SHALL BE
GRASS GROUND COVER. ALL OTHER OPEN AREAS SHALL
BE SEEDED OR SOD AND STABILIZED PER THE SEEDING SCHEDULE.
LANDSCAPING MUST BE INSTALLED AS SHOWN ON THIS
PLAN. CHANGES MUST BE APPROVED BY THE CAMDEN
COUNTY PLANNING DEPARTMENT PRIOR TO INSTALLATION.
REQUIRED LANDSCAPING SHALL NOT BE PLANTED IN THE
NCDOT RIGHT-OF-WAY.
10.
SIGNAGE MUST BE APPROVED AND PERMIT ISSUED BY THE CAMDEN
COUNTY PLANNING DEPARTMENT PRIOR TO INSTALLATION.
11.
ALL UTILITY CONNECTIONS SHALL CONFORM TO CAMDEN COUNTY
STANDARDS AND SHALL BE COORDINATED WITH THE CAMDEN COUNTY
PUBLIC WORKS DEPARTMENT.
12.
CONTRACTOR SHALL INSPECT AND MAINTAIN AS NEEDED ALL EROSION
CONTROL DEVICES ON A WEEKLY BASIS AND AFTER EACH MAJOR STORM
EVENT. FAILURE TO KEEP EROSION CONTROL DEVICES IN GOOD WORKING
ORDER MAY RESULT IN THE ISSUANCE of A STOP WORK ORDER.
13,
ANY FILL BROUGHT ON SITE SHALL BE FROM AN APPROVED SITE/MINE.
ANY MATERIAL REMOVED FROM THE SITE SHALL BE DISPOSED OF IN A
SINGLE APPROVED LOCATION.
14.
DISTURBED AREA WILL NOT EXCEED 8 ACRES.
15.
OFF -SITE PARKING, LOADING AND UNLOADING IN RIGHT OF WAY IS
PROHIBITED.
16.
NO EXTERIOR STORAGE CONTAINERS, BUILDINGS, ENCLOSURES,
ETC. SHALL BE ERECTED ON THIS SITE WITHOUT PRIOR APPROVAL
FROM THE CAMDEN COUNTY PLANNING DEPARTMENT.
17.
ALL STORAGE BINS, TRASH RECEPTACLES, AND RECYCLE CONTAINERS
SHALL BE SCREENED.
18.
EXISTING UTILITIES ARE APPROXIMATE. CONTRACTOR SHALL VERIFY
LOCATIONS AND DEPTHS TO ALL EXISTING UTILITIES.
N6S•
LEGEND
t 1I BENCHMARK
\ YYV BOUNDARY LINE
\ - - R/W LINE
\ t -
\1\ PROPERTY EXTENSION
\ \ . . . . . . ® . PROJECT LIMITS
\ 1 \ ao! ® EXISTING SOILS BOUNDARY
EXISTING DITCH/SWALE
1 ` -
EXISTING TOP OF BANK
EXISTING CONTOUR
EXISTING DRAINAGE PIPE
-W-W- EXISTING WATER MAIN
SHE EXISTING OVERHEAD ELECTRIC
\ UGE EXISTING UNDERGROUND ELECTRIC
\ GAS EXISTING NATURAL GAS LINE
1
\ 1 FO EXISTING FIBER OPTICS LINE
/ \ \ UGT EXISTING UNDERGROUND TELEPHONE
\ 1 `- - - - - - - - - - - - - - - EXISTING SANITARY FORCE MAIN
p3' 1 E 43299
N7T Vi \ _ EXISTING SHRUBBERY
NOW OR FORMERLY NOW OR FORMERLY l/l'l''YY-YYY � EXISTING WOODSLINE
\
\ CAMDEN COUNTY \
\
\ ` CAROLINA TELEPHONE EXISTING PAVEMENT
D.B. 146, PAGE 895
\ EXISTING GRAVEL
_tile i!L'e �\ \�c� U�;:42' 33' 42"E �
\ t:,- 1h 63'
EX. 13 LF 12" CMP.
EXISTING CONCRETE
\ EX 24" CMP \ � � \ INV. IN 1.7E
\ INV IN = -002 'a J / INV. OUT 1.79
\ NOTE: IN OUT = 001\�
SEE C101 FOR SITE SPECIFIC EXISTING WOODS TO BE CLEARED
>, \ DEMOLITION NOTES ,Y s 4 S42' 33' 42"E ` NV.EX. 6N LF 13'1B MP -
?• a \ J t* u ^5: 49' \/ ` INV. OUT = 2.68 EXIST. CONCRETE TO BE REMOVED
(0,
4. 'S52' 59' 13'£
moo, \ FM As / I �\\ �E�� '"q5 �S/T' EXISTING TREE
1, yS54\\ / p62 taej4j' 00�0 "4^ '\ \ 7 , 14.43�'.tt- �, , �/ �Op flq
rn- _ - F. S42 33 42"E' % mow.
- - - FM - Ny2 09 60.00' _ q\. \ S433569"E/ EX. 8" WATERMAIN EXISTING TREE TO BE REMOVED
EX. 12" WATERMAIN
�llL. _S�_ ` �t�•e��. 'i U CalEXISTING UTILITY POLE
66 38
EX DITCH FLOW DIRECTION
".27.66' _ EXISTING FIRE HYDRANT
,W �nJ �, -T ' '� - b •: '^ S60' 07' 21 E _
C1 \ \,\ .� - H,M� 86.14' �� EXISTING WATER METER
O
2 ry 1 ' CEMETERY \ \ \ \ ,/.'� -/ yF %c�' ,� ,S65' 53' 12"E - �Q EXISTING WATER VALVE
-.�. /.' _ ,-..7a o= _� EXISTING DROP INLET
�. Y 7_ TIC ❑
\ " / y �y / �'` ��� EXISTING CURB INLET
_ - PARCEL THREE
- . 7 110,095 SF
CP ' 252 ACRES (TOTAL) d /! / % -LJ S3.,� UGT - EXISTING WETLANDS
1.72 ACRES (UPLANDS) / / / r `~
�:/ -�' / // EX 15 RCP ������` �- EXISTING SOILS TYPE
U`
/` �'l eek 1� INV - 6.22 AaA = Altovista
,�� RICK: INV T = 6.04 EX \ _ ' /'Sv. \ / Oy i'J` y ...,,�_...., \'HppSE WV \ _ V \ �'T BoA = Bog c to
cr I�
l V / ry 2 EX REMAINS / J0
\ / �� 1 DoA = Dorown
/ 1 BURNT HOUSE
o' StA = Stote
PARCEL TWO 9 4e
� A . S)
47,740 SF
-1,10 ACRES
"PAR - -e'
47.740 SF
tiO N6 B 3p
,�'i> 49 EX. SAN AI
µ, .A, RELEASE VALVE
S45' 22' 06"W W q9"�.y
• �s ,,j EX CURB INLET
/?;'9 / / / RIM = 9.45
�j / / _ N6B•3 'T' ,/ / , INV OUT = 3.72
q9"W CA V
/ / Ng 3>• `\G' / /> / EX. CURB INLET
49"K, / P. / RIM = 9.63
?q Ai 1 / /.. / INV. IN = 6.38
PARCEL FOUR 69g• •� / 'iJ% / INV OUT = 6.23
�,c
- 587,869 SF : ✓ �' S41' 58' 13"W
- If
13.50 ACRES (TOTALJ`�,'� ,3 / / ` 70.75' ' if
R M CURB 63
-/ / '� B.OS ACRES (UPLA BS) ` EX. 1$° RCP ;/ '
(EXCLUDES FUTU�R/W) a INV IN`F 4.62 INV OUT =
NOW OR FORMERLY
HASTINGS PROPERTY
D.B. 93, PAGE 745
� rw►. � .� � ��wmr � arts � rrwu i �..rr. � .�. � rrm� � wui. � va � .assu� � sr �
/ cb
v
N
N
3
N68. 26' 00"W --- -.(9
62.72 a / NOW OR FORMERLY / J1 f,�'•c�l '
�+ SEYMOUR PROPERTY
D.B. 108, PAGE 929
NOW OR FORMkeY
y / /
BLUE SKY DEVELOPWNT LLC / /� of NOW OR FORMERLY
D.B. 138, PAf 109 �$ ^' STEVENS PROPERTY /
P.C. 5, SLIDE/77 @ 96/E/15
Cb
NCGS MONUMENT /
�. / // ,' SIGNAL" / / N 947,637.6552 /
NOW OR FORMERLY /E 2,831,885.0842 / STEVENS PROPERTY / /// ELEV.= 9.04' (NAVD 88) -
G� D.B. 161, PAGE 280
�OM/y0
lb-
ry
NCGS MONUMENT
"SHELL" I
N 946.170.1056
E 2,831,226.3617
ELEV. = 7.81' (NAVD 88)
-I-LAN 7-4--v 151C) (�j
APPROVED
NORTH CAROLINA ENVIRONMENTAL
MANAGEMENT COMMISSION
DIVISION OF WATER QUALITY
20_ �_
rrn a -ter Permit No�:T `2(f I 1
A
SOLUTIONS FROM THE GROUND UP
Hyman & Robey, PC
150 US Hwy 158 E.
PO Box 339
Camden„ NC 27921
[phone]
(252) 338 h552 fax
www.hyrnanrobey.com
License C-0598
xA CAROB°�'%
!•Q��CC A i ��•!
IN
A.
SITE PLAN
DESIGN
FOR
CAMDEN
TOWNE
CENTER
LOT 3
COURTHOUSE TOWNSHIP
CAMDEN COUNTY
NORTH CAROLINA
Know. what's below.
Call before you dig.
Project #:
140050
Drawing #:
140050 - SITE.dwg
Drawn:
RLH
Checked:
KDH
Approved:
SCR
Date:
10/23/2014
Sheet #:
2 /23
Scale:
1:70
NUM. DATE DESCRIPTION
SHEET TITLE:
GRAPHIC SCALE EXISTING CONDITIONS &
DEMOLITION OVERVIEW
70 0 35 70 140 SHEET NUMBER:
( IN FEET) C 1 O O
1 inch = 70 fL

VICINITY MAP
N TS
SITE DATA:
1. OWNER/DEVELOPER: CAMDEN REALTY GROUP, LLC
WILLIAM W. OWENS
207 S. SOUTH POINDEXTER STREET
ELIZABETH CITY, NC 27909
252-202-9661
2. SITE INFORMATION: PIN# 028935032022760000
SITE AREA: 110.095 SF = 2.52 AC.
ZONING: CC - COMMUNITY CORE
REF: D.B. 252 PG. 694; D.B. 266 PG. 238;
D.B. 255 PG. 855; D.B. 264 PG. 582;
D.B. 329 PG. 168;
ADJOINING PINS WITHIN CAMDEN REALTY GROUP LLC PROPERTY:
028934012909930000, 028935032041480000.
028935032051430000
3. SITE IS LOCATED IN FLOOD ZONES "SHADED X", "X", AND "AE"
AS SHOWN ON F.I.R.M. PANEL 3720893500J AND 3720893400J, DATED
OCTOBER 5, 2004.
4. THIS IS NOT A BOUNDARY SURVEY. BOUNDARY LIMITS SHOWN TAKEN
FROM PLAT ENTITLED "RECOMBINATION PLAT FOR CAMDEN REALTY GROUP"
PREPARED BY JASON A. MIZELLE, PLS-4917, DATED SEPTEMBER 8, 2014,
AS RECORDED IN MAP BOOK 7, PAGE 134. CAMDEN COUNTY REGISTER OF
DEEDS.
5. THERE ARE WETLANDS WITHIN THE PROJECT LIMITS AS SHOWN ON MAP
"WETLAND PLAT FOR CAMDEN REALTY GROUP", PREPARED BY JASON A.
MIZELLE, PLS-4917, DATED AUGUST 29. 2014.
6. MINIMUM SETBACKS:
STREET:
VEHICULAR & STRUCTURAL = 25'
LOT BOUNDARY:
STRUCTURAL SIDE = 25'
STRUCTURAL REAR LINE = 10'
VEHICULAR AREA SIDE & REAR = 10'
7. PARKING REQUIREMENTS:
RESTAURANT: 1 SPACE PER 3 SEATS, PLUS 1 SPACE
PER 2 EMPLOYEES ON MAXIMUM SHIFT
® 75 SEATS AND 10 EMPLOYEES = jQ
MEDICAL OFFICE: 1 SPACE PER 150 SF FLOOR AREA = ZQ
INSURANCE OFFICE: 1 SPACE PER 400 SF FLOOR AREA = EZ
PHARMACY: 1 SPACE PER 200 SF FLOOR AREA = 15
TOTAL SPACES REQUIRED: 71
TOTAL SPACES PROVIDED: 74
8. SITE COVERAGE CALCULATIONS:
SITE AREA: 110,095 SF = 2.52 AC,
EXISTING (ON -SITE):
BUILDING : 18 SF
CONCRETE: 1954 SF
ASPHALT: 0 SF
TOTAL . 1,972 SF
RESULTING (ON -SITE):
BUILDING: 11,798 SF
CONCRETE: 2.911 SF
ASPHALT: 36,846 SF
TOTAL
9. LANDSCAPING REQUIREMENTS:
BUFFER YARD
REQUIRED BUFFER TYPE C (3 SIDES OF LOT):
INTERMITTENT OBSTRUCTIONS FROM GROUND TO
HEIGHT OF AT LEAST 20'.
EFFECTIVE FRONTAGE = 169 + 405 + 348 = 922 LF
PARKING AREA
TOTAL VEHICULAR SURFACE AREA = 2,911+36,846 = 39.757 SF
REQ'D SHADING: 20% OF TOTAL VEHICULAR SURFACE AREA
39,757 SF x 0.20 F = 7,914 SF
MATURE TREES GET SHADING CREDIT OF 707 SF FOR A
CROWN RADIUS OF 15 FEET (OR A PORTION DEPENDING
ON PLACEMENT).
SHADING PROVIDED: (6)x7O7 SF + (14)x354 SF = 9,198 SF
TOTAL LANDSCAPING PROVIDED
TOTAL TREES PROVIDED = 29
TOTAL SHRUBS PROVIDED = 94
LANDSCAPED AREAS IMMEDIATELY ADJACENT TO SHRUBS
SHALL BE MULCHED AND REMAINING AREAS SHALL BE
GRASS GROUND COVER. ALL OTHER OPEN AREAS SHALL
BE SEEDED OR SOD AND STABILIZED PER THE SEEDING SCHEDULE.
LANDSCAPING MUST BE INSTALLED AS SHOWN ON THIS
PLAN. CHANGES MUST BE APPROVED BY THE CAMDEN
COUNTY PLANNING DEPARTMENT PRIOR TO INSTALLATION.
REQUIRED LANDSCAPING SHALL NOT BE PLANTED IN THE
NCDOT RIGHT-OF-WAY.
10. SIGNAGE MUST BE APPROVED AND PERMIT ISSUED BY THE CAMDEN
COUNTY PLANNING DEPARTMENT PRIOR TO INSTALLATION.
11. ALL UTILITY CONNECTIONS SHALL CONFORM TO CAMDEN COUNTY
STANDARDS AND SHALL BE COORDINATED WITH THE CAMDEN COUNTY
PUBLIC WORKS DEPARTMENT.
12. CONTRACTOR SHALL INSPECT AND MAINTAIN AS NEEDED ALL EROSION
CONTROL DEVICES ON A WEEKLY BASIS AND AFTER EACH MAJOR STORM
EVENT. FAILURE TO KEEP EROSION CONTROL DEVICES IN GOOD WORKING
ORDER MAY RESULT IN THE ISSUANCE OF A STOP WORK ORDER.
13. ANY FILL BROUGHT ON SITE SHALL BE FROM AN APPROVED SITE/MINE.
ANY MATERIAL REMOVED FROM THE SITE SHALL BE DISPOSED OF IN A
SINGLE APPROVED LOCATION.
14. DISTURBED AREA WILL NOT EXCEED 8 ACRES.
15. OFF -SITE PARKING. LOADING AND UNLOADING IN RIGHT OF WAY IS
PROHIBITED.
16. NO EXTERIOR STORAGE CONTAINERS, BUILDINGS, ENCLOSURES,
ETC. SHALL BE ERECTED ON THIS SITE WITHOUT PRIOR APPROVAL
FROM THE CAMDEN COUNTY PLANNING DEPARTMENT.
17, ALL STORAGE BINS, RASH RECEPTACLES, AND RECYCLE CONTAINERS
SHALL BE SCREENED.
18. EXISTING UTILITIES ARE APPROXIMATE. CONTRACTOR SHALL VERIFY
LOCATIONS AND DEPTHS TO ALL EXISTING UTILITIES.
LEGEND
BENCHMARK
YYY BOUNDARY LINE
R/W LINE
V \ PROPERTY EXTENSION
\ s o o n... PROJECT LIMITS
EXISTING SOILS BOUNDARY
EXISTING DITCH/SWALE
NOTE: SOME ADDITIONAL CLEAN UP & R\ OCCURRED ON SITE. CONTRACTOR S ALE MOVAL VISIT SITE TO HAS_ --- - -- - - - --__-- EXISTING TOP OF BANK
c DETERMINE SCOPE OF DEBRIS REMOVAL ASSOCIATED WITH
\ ` PREVIOUSLY DEMOLISHED HOUSE. "--- ---- -" EXISTING CONTOUR
EXISTING DRAINAGE PIPE
` -W W EXISTING WATER MAIN
OHE EXISTING OVERHEAD ELECTRIC
\ �' A'S42' 33' 42"E �� --,GE EXISTING UNDERGROUND ELECTRIC
4.63'
GAS EXISTING NATURAL GAS LINE
FO EXISTING FIBER OPTICS LINE
EX. 24" CMP \� \ ,4. \ \ EX. '3 LF 12" CMP "
INV IN = -0.02 = 1.76 -UGT EXISTING UNDERGROUND TELEPHONE
INV OUT = 0.01 �i �;, `�. s,l `` INV )UT = 1.79
\\\\`--------------- EXISTING SANITARY FORCE MAIN
,•��,\\ EXISTING SHRUBBERY
np �542' 33' 42"E
51 49' EX, 66 LF 12" CMP EXISTING WOODSLINE
Fn'\ �\ �. INV. IN = 3.18
N" \ INV. OUT = 2.68
EXISTING PAVEMENT
i
i \ \ 0 S52' 59' 13"E ` 1\', 18.41' \ / EXISTING GRAVEL
FM t
/ l ,N 444S -
Sry EXISTING CONCRETE
14.43' $ ` Gf
EXISTING WOODS TO BE CLEARED
S42' 33' 42"E
4,137 SF FILL 60.00' \ - /
06 ,S43/ "�i EXIST. CONCRETE TO BE REMOVED
N6ti AREA WITHIN , `\ ' � \ \� 43.1 ' 46"E 1" \
EXISTING �� \ �\ 43.13' \ \
WETLANDS °V
'v .\ O EXISTING TREE
REMOVE EX _. 543' 56' 46"E ��
14 i 12" CMP PIPE , \ J
�.,.h'_ __._._.?4•� j (L- 13 t) , 0 66.38' EX, 8" WATERMAIN \ EXISTING TREE TO BE REMOVED
ANY CLEARING BEYOND THE I " i P�Oi .?�" -' a / _ - ,r / EX. 12" WATERMAIN \
FILL AREA WITHIN THE I . I y(.,'�% ,✓O' �\ / \ EXISTING UTILITY POLE
WETLANDS SHALL ONLY BE �.' p / / •'" S60' 07' 21"E \ �'
ABOVE WATER GRADE WITH I ..'. , l I. NOi G / /" y+\ ', \ 27.66' ` ` \
STUMPS TO REMAIN AND I : "G -- ` p ` ...,. EX. DITCH FLOW DIRECTION
NO LAND DISTURBANCE. - . REMOVE " / �� \ \ " y \ \ c
AlI _
3,7REM SF �// "\ Vr X'0 y EXISTING FIRE HYDRANT
. - '� `.560' 07' 21"E .�../ • w �? - �,/ OF EXISTING EX ,\C '.
- CONCRETE/ // REMOVE EX WM "�', 66.14' 0 V' '/ ///^''� Q EXISTING WATER METER
- \ / PAVEMENT 12" CMP PIPE 3 \ _ 9- \ I N
"JJ c_ (L- 66 EXISTING WATER VALVE
_ I
EXISTING DROP INLET
.3�Q" .� �, ��\��1 '" S65' 53' 12"E\�
�J' 39.74'0wi EXISTING CURB INLET
/ EX. POWER POLES $ALL7Gt i` �� �� W ,1�I' EXISTING WETLANDS
\ \ ATTACHED GUY WIRES AND C \.�� � �•� � O� _ _ _ �-- ��
�- ALL�WER LINES SON \\-�
BETWEEN TO BE REMOVED �` _ _10
_ � �--�GT-��
\ f / (5 POLE LOC'S)\,�
Ex. 15' RCP _ \ � � _: ,\`�'t{j`-
r1 � / / � 1 �✓ �\� `L � � � �\ //� '- INV. IN = 6.22
/ ,y� / ' INV OUT = 6.04 5 ..
/ N /,F T` v A\8, _ 3 T
EX. LP GAS I �� �5 l B/?/CK. 7S.T
EX
TANK TO BE / �,� ✓ )_...... _. �� \ NOUSf WV
/ \ REMOVED BY / y / r J
UTILITY OWNER EX
/ . REMAINS ��
\ \
BURNT HOUSE
9 EXISTING HOUSE, \ \ \ N O 1
EX. WELL TO o+ CONCRETE DRIVE, SHED,
\ \ BE ABA`IOONED SIDEWALK, LANDSCAPING 1 \
h AND OTHER PERMANENT 01 / Y
ANI� CAPPED - - -9-- h FEATURES TO REMAIN
UNDISTURBED.
\ / REMAINING CONCRETE,�--
\ BRICK AND DEBRIS OF EX CURB INLET
BURNT HOUSE TO BE RIM 9.63 c� /
\ \ / REMOVED BY CONTRACTOR ryry NV. IN = 6.233IN
EX. GARAGE
AND SHEDS TO ? EX. CURB INLET
BE REMOVED RIM = 9.63-
INV OUT = &4510
400,
EX. SAN AIR �, / /
H68'3j, RELEASE VALVE
49 4g"W
S45' 22' 06"W �� ?70
i
/
/
EX. CURB INLET
RIM = 9.45
N6 INV OUT = 3.72
\°9 740,
/
l
a
\ 46 9
r 58' 13"W/ 7G.7 /
.' EX. 18" RCP
o INV IN = 4.62
\\
HYMAIN ■ u
ROBEY
SOLUTIONS FROM THE GROUND UP
Hyman & Robey, PC
150 US Hwy 158 E.
PO Box 339
Camden„ NC 27921
[phone]
[phone] fax
www.hymanrobey.com
License C-0598
,,0,0 u l n 11,,1,
c'°�'�N CARO<�''<
SSipti 9
ct-41W 4,��
A.
SITE PLAN
DESIGN
0
CAMDEN
TOWNE
CENTER
LOT 3
COURTHOUSE TOWNSHIP
CAMDEN COUNTY
NORTH CAROLINA
Know what's below.
Call before you dig.
Project #:
140050
Drawing #:
140050 - SITE.dw9
Drawn:
RLH
Checked.
KDH
Approved:
SCR
Date.
10/23/2014
Sheet #:
3 /23
Scale:
1:40
NUM. DATE DESCRIPTION
SHEET TITLE:
/ GRAPHIC SCALE SITE DEMOLITION PLAN
40 0 20 40 00
SHEET NUMBER:
/ \
\ ( FEET) C 101
1 inchh = 40 fl

VICINITY MAP
N TS
SITE DATA:
1. OWNER/DEVELOPER: CAMDEN REALTY GROUP, LLC
WILLIAM W. OWENS
207 S. SOUTH POINDEXTER STREET
ELIZABETH CITY, INC 27909
252-202-9661
2. SITE INFORMATION: PIN# 028935032022760000
SITE AREA: 110,095 SF = 2.52 AC.
ZONING: CC — COMMUNITY CORE
REF: D.B. 252 PG. 694; D.B. 266 PG. 238;
D.B. 255 PG. 855; D.B. 264 PG. 582;
D.B. 329 PG. 168;
ADJOINING PINS WITHIN CAMDEN REALTY GROUP LLC PROPERTY:
028934012909930000, 028935032041480000,
028935032051430000
3. SITE IS LOCATED IN FLOOD ZONES "SHADED X", "X", AND "AE"
AS SHOWN ON F.I.R.M. PANEL 3720893500J AND 37208934001, DATED
OCTOBER 5, 2004.
4. THIS IS NOT A BOUNDARY SURVEY, BOUNDARY LIMITS SHOWN TAKEN
FROM PLAT ENTITLED "RECOMBINATION PLAT FOR CAMDEN REALTY GROUP"
PREPARED BY JASON A. MIZELLE, PLS-4917, DATED SEPTEMBER 8, 2014.
AS RECORDED IN MAP BOOK 7, PAGE 134, CAMDEN COUNTY REGISTER OF
DEEDS.
5. THERE ARE WETLANDS WITHIN THE PROJECT LIMITS AS SHOWN ON MAP
"WETLAND PLAT FOR CAMDEN REALTY GROUP", PREPARED BY JASON A.
MIZELLE, PLS-4917, DATED AUGUST 29. 2014.
6. MINIMUM SETBACKS:
STREET:
VEHICULAR & STRUCTURAL = 25'
LOT BOUNDARY:
STRUCTURAL SIDE = 25'
STRUCTURAL REAR LINE = 10'
VEHICULAR AREA SIDE & REAR = 10'
7. PARKING REQUIREMENTS:
RESTAURANT: 1 SPACE PER 3 SEATS, PLUS 1 SPACE
PER 2 EMPLOYEES ON MAXIMUM SHIFT
® 75 SEATS AND 10 EMPLOYEES = 34
MEDICAL OFFICE: 1 SPACE PER 150 SF FLOOR AREA = ZQ
INSURANCE OFFICE: 1 SPACE PER 400 SF FLOOR AREA = fL
PHARMACY: 1 SPACE PER 200 SF FLOOR AREA = 15
TOTAL SPACES REQUIRED: 71
TOTAL SPACES PROVIDED: 74
8. SITE COVERAGE CALCULATIONS:
SITE AREA: 110,095 SF = 2.52 AC.
EXISTING (ON —SITE):
BUILDING : 18 SF
CONCRETE: 1954 SF
ASPHALT: 0 SF
L
RESULTING (ON —SITE):
BUILDING: 11,798 SF
CONCRETE: 2.911 SF
ASPHALT: 36,846 SF
TOTAL A (46.87)
9. LANDSCAPING REQUIREMENTS:
BUFFER YARD
REQUIRED BUFFER TYPE C (3 SIDES OF LOT):
INTERMITTENT OBSTRUCTIONS FROM GROUND TO
HEIGHT OF AT LEAST 20'.
EFFECTIVE FRONTAGE = 169 + 405 + 348 = 922 LF
PARKING AREA
TOTAL VEHICULAR SURFACE AREA = 2,911+36.846 = 39,757 SF
REVD SHADING: 20% OF TOTAL VEHICULAR SURFACE AREA
39,757 SF x 0.20 F = 7.914 SF
MATURE TREES GET SHADING CREDIT OF 707 SF FOR A
CROWN RADIUS OF 15 FEET (OR A PORTION DEPENDING
ON PLACEMENT).
SHADING PROVIDED: (6)x707 SF + (14)x354 SF = 9,198 SF
TOTAL LANDSCAPING PROVIDED
TOTAL TREES PROVIDED = 29
TOTAL SHRUBS PROVIDED = 94
LANDSCAPED AREAS IMMEDIATELY ADJACENT TO SHRUBS
SHALL BE MULCHED AND REMAINING AREAS SHALL BE
GRASS GROUND COVER. ALL OTHER OPEN AREAS SHALL
BE SEEDED OR SOD AND STABILIZED PER THE SEEDING SCHEDULE.
LANDSCAPING MUST BE INSTALLED AS SHOWN ON THIS
PLAN. CHANGES MUST BE APPROVED BY THE CAMDEN
COUNTY PLANNING DEPARTMENT PRIOR TO INSTALLATION.
REQUIRED LANDSCAPING SHALL NOT BE PLANTED IN THE
NCDOT RIGHT—OF—WAY.
10. SIGNAGE MUST BE APPROVED AND PERMIT ISSUED BY THE CAMDEN
COUNTY PLANNING DEPARTMENT PRIOR TO INSTALLATION.
11, ALL UTILITY CONNECTIONS SHALL CONFORM TO CAMDEN COUNTY
STANDARDS AND SHALL BE COORDINATED MATH THE CAMDEN COUNTY
PUBLIC WORKS DEPARTMENT.
12. CONTRACTOR SHALL INSPECT AND MAINTAIN AS NEEDED ALL EROSION
CONTROL DEVICES ON A WEEKLY BASIS AND AFTER EACH MAJOR STORM
EVENT. FAILURE TO KEEP EROSION CONTROL DEVICES IN GOOD WORKING
ORDER MAY RESULT IN THE ISSUANCE OF A STOP WORK ORDER.
13. ANY FILL BROUGHT ON SITE SHALL BE FROM AN APPROVED SITE/MINE.
ANY MATERIAL REMOVED FROM THE SITE SHALL BE DISPOSED OF IN A
SINGLE APPROVED LOCATION.
14. DISTURBED AREA WILL NOT EXCEED 8 ACRES.
15. OFF —SITE PARKING, LOADING AND UNLOADING IN RIGHT OF WAY IS
PROHIBITED.
16. NO EXTERIOR STORAGE CONTAINERS, BUILDINGS, ENCLOSURES,
ETC. SHALL BE ERECTED ON THIS SITE WITHOUT PRIOR APPROVAL
FROM THE CAMDEN COUNTY PLANNING DEPARTMENT.
17. ALL STORAGE BINS, TRASH RECEPTACLES, AND RECYCLE CONTAINERS
SHALL BE SCREENED.
18. EXISTING UTILITIES ARE APPROXIMATE. CONTRACTOR SHALL VERIFY
LOCATIONS AND DEPTHS TO ALL EXISTING UTILITIES.
!.a Jt -1W :l:lt
�LL
NOW OR FORMERLY
CAMDEN COUNTY
iljL
1 HYIMM
ROBEY
\\ \ SOLUTIONS FROM THE GROUND UP
Hyman & 15'8ey, PC
_ 150 US Hwyy 158 G.
PO Box 339
Camden„ NC 27921
[phone]
\ I (2521338-5552fax
www.hymanrobey.com
License C-0598
\ \ SEE LEGEND ON SHEET C201
\ \ NOW OR FORMERLY
\ CAROLINA TELEPHONE
\ \ D.B. 146. PAGE 895
\
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NOW OR FORMERLY �
SEYMOUR PROPERTY
/ D.B. 108. PAGE 929
/ NOW OR FORMC/ / /
BLUE SKY DEVELOP"^FNT LLC / /� NOW OR FORMERLY /
D.B. 138, PAGE, 109 \ - \ STEVENS PROPERTY
P.C. 5, SLID 7 B
� NOW OR FORMERLY
STEVENS PROPERTY
D,B. 161, PAGE 280
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SITE PLAN
DESIGN
FOR
CAMDEN
TOWNE
CENTER
LOT 3
COURTHOUSE TOWNSHIP
CAMDEN COUNTY
NORTH CAROLINA
Know what's below.
Call before you dig.
Project #:
140050
Drawing #:
140050 - SITE.Owg
Drawn:
RLH
Checked:
KD H
Approved:
SCR
Date:
10/23/2014
Sheet #:
4 /23
Scale:
1:70
NUM. DATE DESCRIPTION
SHEET TITLE:
SITE PLAN OVERVIEW
SHEET NUMBER:
C
00

EX.
CEMETERY
6' HIGH CHAIN -LINK A
SECURITY FENCE
WITH 12' GATE
-1 (BI-SWING)
1
18" STAND UP CURB-
(SEE SHEET C9001
FOR DETAIL) )
1
12' x 12' DUMPSTER
ENCLOSURE. SEE
DETAIL SHEET C901.
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' RETAINING WALL.
SEE DETAILS C901
"ONE-WAY
DO NOT
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SIGN
LEGEND
PROPERTY BOUNDARY
RIGHT OF WAY
LOT LINE
EASEMENT
® ®' ♦(� ® PROJECT LIMITS
---- - -- PROPOSED TOP OF BANK
PROPOSED POND POOL
r_y_Y_ _Y_Y Y Y Y \ EXISTING WOODSLINE
M'WY'WYl PROPOSED WOODSLINE
EXISTING ASPHALT PAVEMENT
EXISTING CONCRETE
91f PROPOSED LIGHT DUTY
ASPHALT PAVEMENT
li PROPOSED HEAVY DUTY
ASPHALT PAVEMENT
° - PROPOSED CONCRETE
EXISTING UTILITY POLE
EXISTING WATER VALVE
EXISTING FIRE HYDRANT
0 EXISTING DRAINAGE MH
o EXISTING DRAINAGE INLET
9 PROPOSED WATER VALVE
Y PROPOSED WATER METER
® PROPOSED SANITARY MANHOLE
a PROPOSED SANITARY CLEANOUT
® PROPOSED DRAINAGE MH
o PROPOSED CURB INLET
■ PROPOSED DROP INLET
T PROPOSED SIGN
PROPOSED TREES:
CANOPY: t OCTOBER GLORY RED MAPLE (20 Req'd)
'®3 (Ater rebrum)
` WILLOW OAK (3 Req'd)
7-� L^Zti (Quercus phellos)
-
w
UNDERSTORY:
RIVER BIRCH (6 Req'd)
(Betula nigro)
CANOPY TREES TO BE A MINIMUM OF 10'IN HEIGHT WITH
A MINIMUM CALIPER OF 2" (MEASURED 6" ABOVE GRADE)
AND UNDERSTORY TREES TO BE A MINIMUM 5'IN HEIGHT
AND MINIMUM CALIPER OF 1" AT THE TIME OF PLANTING.
PROPOSED SHRUBS:
/ CONVEXA JAPANESE HOLLY (75 Req'd)
'c `w/ (Ilex Crenoto 'Convexo')
JAPANESE YEW (19 Req'd)
Tc (Toxus Cuspidoto)
1*
SMALL SHRUBS TO BE A MINIMUM OF 18" IN HEIGHT /
3 GALLON SIZE AND LARGE SHRUBS TO BE A MINIMUM
24" IN HEIGHT / 5 GALLON SIZE AT THE TIME OF
PLANTING.
MAINTAIN 2 FT CLEARANCE FROM EDGE OF PAVEMENT
TO NEAREST SIDE OF SHRUBS (DUE TO POSSIBLE
VEHICLE OR PEDESTRIAN ENCROACHMENT).
INSTALL PLANTS SUCH THAT 3' CLEARANCE WILL BE
MAINTAINED BETWEEN MATURE PLANTS AND ELECTRICAL
TRANSFORMERS AND FIRE HYDRANTS.
FOR SHADE TREES THE 177, 354, 530 OR 707
NUMBER SHOWN REPRESENTS SHADING CREDIT
(SF) FOR THAT PARTICULAR TREE LOCATION.
zd GRAPHIC SCALE .a
( IN FEET )
I inch = 20 ft.
HIYMM
ROBEY
SOLUTIONS FROM THE GROUND UP
Hyman & Robey, PC
150 US Hwy 1.58 E.
PO Box 339
Camden, NC 27921
[phone]
[phone] fax
www.hymanrobey.com
License C-0598
,,�P�unr4p�r
� Z
20 rr ESS/0A 9
a
SITE PLAN
DESIGN
FOR
CAMDEN
TOWNE
CENTER
LOT 3
COURTHOUSE TOWNSHIP
CAMDEN COUNTY
NORTH CAROLINA
Know what's below.
Call before you dig.
Project #:
140050
Drawing #:
140050 - SITE.dwg
Drawn:
RLH
Checked:
KDH
Approved:
SCR
Date:
10/23/2014
Sheet #:
5 /23
Scale:
1:20
NUM. DATE DESCRIPTION
SHEET TITLE:
SITE PLAN
SHEET NUMBER:
C201
F

�......—..— ..— ..— ..— ..— ..— . .
�.. ....
NOTE:
10'x70' SIGHT ALL CURB RADAII ARE TO TRIANGLES (TYP)
THE FACE OF CURB UNLESS
OTHERWISE SHOWN
PARCEL FOUR
587,869 SF
13.50 ACRES (TOTAL)
8.05 ACRES (UPLANDS)
(EXCLUDES FUTURE R/W)
SGLU?IONS FROM THE GROUND UP
Hyman & Robey, PC
150 US Hwy 158 E.
PO Box 339
Camden, NC 27921
[phone]
[phone] fax
www.hymanrobey.com
License C-0598
CARD( *-"
MWM
AV, IF
SITE PLAN
DESIGN
FOR
CAMDEN
TOWNE
CENTER
LOT 3
HIM 111i"I
COURTHOUSE TOWNSHIP
CAMDEN COUNTY
NORTH CAROLINA
Know what's below.
Call before you dig.
Project #:
140050
Drawing #:
140050 - SITE.dwg
Drawn:
RLH
Checked:
KDH
Approved:
SCR
Date:
10/23/2014
Sheet #:
6 /23
Scale:
1:20
NUM. DATE DESCRIPTION
SHEET TITLE:
SITE PLAN
HWY 158 ACCESS
SHEET NUMBER:
C202

VICINITY MAP
N TS
SITE DATA:
1. OWNER/DEVELOPER: CAMDEN REALTY GROUP, LLC
WILLIAM W. OWENS
207 S. SOUTH POINDEXTER STREET
ELIZABETH CITY, NC 27909
252-202-9661
2. SITE INFORMATION: PIN# 028935032022760000
SITE AREA: 110.095 SF = 2.52 AC.
ZONING: CC - COMMUNITY CORE
REF: D.B. 252 PG. 694; D.B. 266 PG. 238;
D.B. 255 PG. 855; D.B. 264 PG. 582;
D.B. 329 PG. 168;
ADJOINING PINS WITHIN CAMDEN REALTY GROUP LLC PROPERTY:
028934012909930000. 028935032041480000,
028935032051430000
3. SITE IS LOCATED IN FLOOD ZONES "SHADED X", "X", AND "AE"
AS SHOWN ON F.I.R.M. PANEL 3720893500J AND 3720893400J, DATED
OCTOBER 5, 2004.
4. THIS IS NOT A BOUNDARY SURVEY. BOUNDARY LIMITS SHOWN TAKEN
FROM PLAT ENTITLED "RECOMBINATION PLAT FOR CAMDEN REALTY GROUP"
PREPARED BY JASON A. MIZELLE, PLS-4917, DATED SEPTEMBER 8, 2014,
AS RECORDED IN MAP BOOK 7, PAGE 134, CAMDEN COUNTY REGISTER OF
DEEDS.
5. THERE ARE WETLANDS WITHIN THE PROJECT LIMITS AS SHOWN ON MAP
"WETLAND PLAT FOR CAMDEN REALTY GROUP", PREPARED BY JASON A.
MIZELLE, PLS-4917, DATED AUGUST 29, 2014.
6. MINIMUM SETBACKS:
STREET:
VEHICULAR & STRUCTURAL = 25'
LOT BOUNDARY:
STRUCTURAL SIDE = 25'
STRUCTURAL REAR LINE = 10'
VEHICULAR AREA SIDE & REAR = 10'
7. PARKING REQUIREMENTS:
RESTAURANT: 1 SPACE PER 3 SEATS, PLUS i SPACE
PER 2 EMPLOYEES ON MAXIMUM SHIFT
0 75 SEATS AND 10 EMPLOYEES = M
MEDICAL OFFICE: 1 SPACE PER 150 SF FLOOR AREA = 2Q
INSURANCE OFFICE: 1 SPACE PER 400 SF FLOOR AREA = Q.
PHARMACY: 1 SPACE PER 200 SF FLOOR AREA = 15
TOTAL SPACES REQUIRED: 71
TOTAL SPACES PROVIDED: 74
8. SITE COVERAGE CALCULATIONS:
SITE AREA: 110,095 SF = 2.52 AC.
EXISTING (ON -SITE):
BUILDING : 18 SF
CONCRETE: 1954 SF
ASPHALT: 0 SF
TOTAL COVERAGE: i.97T-ST
RESULTING (ON -SITE):
BUILDING: 11.798 SF
CONCRETE: 2,911 SF
ASPHALT: 36,846 SF
TOTAL COVERAGE: 51,555 SF (46.8%)
9. LANDSCAPING REQUIREMENTS:
BUFFER YARD
REQUIRED BUFFER TYPE C (3 SIDES OF LOT):
INTERMITTENT OBSTRUCTIONS FROM GROUND TO
HEIGHT OF AT LEAST 20%
EFFECTIVE FRONTAGE = 169 + 405 + 348 = 922 LF
PARKING AREA
TOTAL VEHICULAR SURFACE AREA = 2,911+36.846 = 39.757 SF
REO°D SHADING: 20% OF TOTAL VEHICULAR SURFACE AREA
39.757 SF x 0.20 F = 7,914 SF
MATURE TREES GET SHADING CREDIT OF 707 SF FOR A
CROWN RADIUS OF 15 FEET (OR A PORTION DEPENDING
ON PLACEMENT).
SHADING PROVIDED: (6)x707 SF + (14)x354 SF = 9.198 SF
TOTAL LANDSCAPING PROVIDED
TOTAL TREES PROVIDED = 29
TOTAL SHRUBS PROVIDED = 94
LANDSCAPED AREAS IMMEDIATELY ADJACENT TO SHRUBS
SHALL BE MULCHED AND REMAINING AREAS SHALL BE
GRASS GROUND COVER. ALL OTHER OPEN AREAS SHALL
BE SEEDED OR SOD AND STABILIZED PER THE SEEDING SCHEDULE.
LANDSCAPING MUST BE INSTALLED AS SHOWN ON THIS
PLAN. CHANGES MUST BE APPROVED BY THE CAMDEN
COUNTY PLANNING DEPARTMENT PRIOR TO INSTALLATION.
REQUIRED LANDSCAPING SHALL NOT BE PLANTED IN THE
NCDOT RIGHT-OF-WAY.
10. SIGNAGE MUST BE APPROVED AND PERMIT ISSUED BY THE CAMDEN
COUNTY PLANNING DEPARTMENT PRIOR TO INSTALLATION.
11. ALL UTILITY CONNECTIONS SHALL CONFORM TO CAMDEN COUNTY
STANDARDS AND SHALL BE COORDINATED WITH THE CAMDEN COUNTY
PUBLIC WORKS DEPARTMENT.
12. CONTRACTOR SHALL INSPECT AND MAINTAIN AS NEEDED ALL EROSION
CONTROL DEVICES ON A WEEKLY BASIS AND AFTER EACH MAJOR STORM
EVENT. FAILURE TO KEEP EROSION CONTROL DEVICES IN GOOD WORKING
ORDER MAY RESULT IN THE ISSUANCE OF A STOP WORK ORDER.
13. ANY FILL BROUGHT ON SITE SHALL BE FROM AN APPROVED SITE/MINE.
ANY MATERIAL REMOVED FROM THE SITE SHALL BE DISPOSED OF IN A
SINGLE APPROVED LOCATION.
14. DISTURBED AREA WILL NOT EXCEED 8 ACRES.
15. OFF -SITE PARKING, LOADING AND UNLOADING IN RIGHT OF WAY IS
PROHIBITED.
16. NO EXTERIOR STORAGE CONTAINERS, BUILDINGS, ENCLOSURES,
ETC. SHALL BE ERECTED ON THIS SITE WITHOUT PRIOR APPROVAL
FROM THE CAMDEN COUNTY PLANNING DEPARTMENT.
17. ALL STORAGE BINS, TRASH RECEPTACLES, AND RECYCLE CONTAINERS
SHALL BE SCREENED.
18. EXISTING UTILITIES ARE APPROXIMATE. CONTRACTOR SHALL VERIFY
LOCATIONS AND DEPTHS TO ALL EXISTING UTILITIES.
NOW OR FORMERLY
CAMDEN COUNTY
NOW OR FORMERLY
CAROLINA TELEPHONE
D.B. 146. PAGE 895
SEE LEGEND ON SHEET C301
/(VgR�C NWy 3 \
Q geCe WAD ry N.
SOLUTIONS FROM THE GROUND UP
Hyman & Robey, PC
150 US Hwy 158 E.
\ PO Box 339
Camden, NC 27921
[phone]
[phone] fax
www.Nymanrobey.com
License C-0598
V�I% \ \ \ �• ; C V \Z j \�._ C)
y�_
& FUTURE DEVELOPMENT
J/
CD
1
—kOT 2
FUTURE DEVELOPMENT
a LOT 1
Q N� .. a.,, 3 ,
o0o ti / 1.10 AC.
00o
TO
7'
IV
NOW OR FORMERLY
Cl) HASTINGS PROPERTY
D.B. 93, PAGE 745
cb
ek\
- ---_ NOW OR FORMERLY
--, SEYMOUR PROPERTY
/ I D.B. 108, PAGE 929Ix
NOW OR FORM RCY
BLUE SKY DEVELOR14NT LLC / � /\ � ��-�- � NOW OR FORMERLY
D.B. 138, PAQF,, 109 8 STEVENS PROPERTY
P.C. 5, SLID 7 B - - / \- 96/E/15
/ NCGS MONUMENT
C C \ / "SIGNAL"
\__2!
r1 ' -Y \ \ / / / N 947,637.6552
NOW OR FORMERLY ELEV.2 931, 85.084288) /
STEVENS PROPERTY
D.B. 161, PAGE 280
/ / I G
' - NCGS MONUMENT RAPHIC SCALE
SHELL" 70 0 xs 70 140
I
/ 1 E
/ 17
ELEV. = 7.81' (NAND 88)
( IN FEET )
I inch = 70 ft.
=.tics .A.
`Q;`��/ '-
�p
SITE PLAN
DESIGN
Vem
CAMDEN
TOWNE
CENTER
LOT 3
PERMIT SET
00 NOT USE FOR CONSTRUCTION.
SALES, OR RECORDATION.
1 I
I
COURTHOUSE TOWNSHIP
CAMDEN COUNTY
NORTH CAROLINA
Know what's below.
Call before you dig.
Project #:
140050
Drawing #:
140050 - SITE.dw9
Drawn:
RLH
Checked:
KDH
Approved:
SCR
Date:
10/23/2014
Sheet #:
7 /23
Scale:
1:70
NUM. DATE DESCRIPTION
SHEET TITLE:
GRADING PLAN OVERVIEW
SHEET NUMBER:
;300

WITH 12' GATE
(BI-SWING) ( -
12' x 12' DUMPSTER ( 3
ENCLOSURE. SEE
DETAIL SHEET C901 T 4` a
1 1 1 6 N
FLOOR DRAIN
M �
M � �
� 3
W \W 4
I
FLOOD ZONE H D X"
FLOOD ZO E 'X'
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a
in
n
I
16
LF
1
"R(
I �
F
S
7
50 T
I
IN\
I
INI
I
9
RIM = 7.67
(E) INV IN = 2.97
(S) INV IN = 2.97
(N) INV OUT = 2.1
•ate
0
= TOO
W = 3.15
NIT = 3
= 7.00
8 LF�
DROP INLET 07
24" RCP
RIM = 7.67
II I II I I
I�(N)
TOUT 3.05 mini I I M I
INV 305
JUNCTION BOX 04
JUNCTION BOX 03
RIM = 8.75
RIM = 8.50
(E) INV IN = 3.10
(S) INV IN = 3.35
(N) INV OUT = 3.10
(W) INV OUT = 3.35
Ak
ilk
PARCEL THREE
110,095 SF
2.52 ACRES (TOTAL)
1.72 ACRES (UPLANDS)
14k
*' GAKULINA ItLLHHUNL
D.B. 146.iPAGE 895 _
\ 4 kI
g
PROPOSED BUILDING
\ 11,190 SF„y�s`
(1 STORY)
FF ELEV. 9.00 - - "
� � I I
II
12' z 12' DUMPSTER
ENCLOSURE. SEE
DETAIL SHEET C901
CAFE MEDICAL OFF INSURANCE RXcp
2500 sf �-3000 sf 2500 sf \ 3000 sf
l
".�. 01
ow
I
� 4 i���IFIFIFIFIFIFIFItIFIFIFIFIHFIHFIFIFIFIFIFIFIFIFIFIFIFIFIFIFIFtfIFt}IFIhIEIfIWIFI
BOLLARD, TYP. 4 <
IYj1
4 \\ 5-
6
- pJ III II
_ t
x
d L----_—Jam_.--.---
OI '1,
= 7.00
— 8 �
9
P INLET 04
= 8.10
INV IN = 3.25
INV IN = 3.25
INV OUT = 3.:
1
SEE SHEET C302
I)
8
132 LF 18" RCP
... ... ... ..
% SLOPE O. SOR SL �P 6
8 6
7 9
DROP INLET 12 g
RIM = 8.50 INV = 7.60
\ (S) IN IN = 4,95 INV = 8.00
` \\\ (N) INV OUT = 4.95
\\ 1 INV = 5.00 12 LF 18" RCP
N , m141M imimiiflm LM LMIAN LM Limilm"W HM III LI®L n tm [®LIm Im LI®1 M LM
tA
M�> q
p
v
4
s
t
3
�.�-
rs
Jx.. AF n'St,tu
DROP INLET 03
'(S) INV
zi
it
LEGEND
1V�
BENCHMARK
BOUNDARY LINE
— —
R/W LINE
—
PROPERTY EXTENSION
0
PROJECT LIMITS
EXISTING DITCH/SWALE
PROPOSED DITCH/SWALE
EXISTING TOP OF BANK
-- — — --
PROPOSED TOP OF BANK
-- -- --------- --- -- --
EXISTING CONTOUR
4
PROPOSED CONTOUR
EXISTING DRAINAGE PIPE
PROPOSED DRAINAGE PIPE
III IIIIIIIIIIIIIIIIII
LIMITS OF DISTURBANCE
EXISTING WOODSLINE
/YYYl'WYY-\
PROPOSED WOODSLINE
EXISTING PAVEMENT
EXISTING GRAVEL
EXISTING CONCRETE
-
II i�
PROPOSED LIGHT DUTY
ASPHALT PAVEMENT
9
PROPOSED HEAVY DUTY
ASPHALT PAVEMENT
PROPOSED CONCRETE
PROPOSED RIPRAP
000�oo�aa�o�o�o��
EXISTING UTILITY POLE
EXISTING DROP INLET
EXISTING CURB INLET
D
PROPOSED STORM MANHOLE
O
PROPOSED'DROP INLET
PROPOSED CURB INLET
F—
DRAINAGE FLOW DIRECTION
EXISTING DITCH FLOW DIRECTION
PROPOSED DITCH FLOW DIRECTION
�Q
PROPOSED GRADE
NOTE:
DIRECTIONS INDICATED IN DRAINAGE STRUCTURE LABELS
ARE SHEET ORIENTED (NORTH UP, SOUTH DOWN, ETC) FOR
EASE OF LABELING AND ARE NOT COMPASS DIRECTIONS.
2a GRAPHIC SCALE `o
( IN FEET )
I inch = 20 ft.
SOLUTIONS FROM THE GROUND UP
Hyman & Robey, PC
150 US Hwy 158 E.
PO Box 339
Camden„ NC 27921
[phone]
[phone] fax
www.hymanrobey.com
License C-0598
CARO
�quunpp
p� h�
4S A
SITE PLAN
DESIGN
FOR
CAMDEN
TOWNE
CENTER
LOT 3
COURTHOUSE TOWNSHIP
CAMDEN COUNTY
NORTH CAROLINA
Know what's below.
Call before you dig.
Project #:
140050
Drawing #:
140050 - SITE.dwg
Drawn:
RLH
Checked:
KDH
Approved:
SCR
Date:
10/23/2014
Sheet #:
8 /23
Scale:
1:20
NUM. DATE DESCRIPTION
SHEET TITLE:
GRADING PLAN
SHEET NUMBER:
C301

r
�f
7.50
(
8
8 12
4F B T
PE 0.50X S P 8
RCP,. �;
1
8 6
e tx
14
Boa l
\
W
M
8 LF-/
24" RCP
aMI®II=i®i
INV
= 7.67
INV TOUT 3305•I MII I®I®I
CTION
NV8IN BOX
.10 �W)S) I OUT BOX
3.35�
INV IN = 3.10
PARCEL FOUR
587.869 SF
13.50 ACRES (TOTAL)
8.05 ACRES (UPLANDS)
(EXCLUDES FUTURE R/W)
iiSEE LEGEND ON SHEET C201
KIM =
INV IN =
V OUT =
8 LF 24"
RIM = 7
INV IN = 3
INV IN = 3
V OUT= 3
L-1
0
SOLUTIONS FROM THE GROUND UP
Hyman & Robey. PC
150 US Hwy 158 E.
PO Box 339
Camden, NC 27921
[phone]
[phone] fax
www.hyrnanrobey.com
License C-0598
N CARP �'•..
SSi `.�'/•
oFE
qs a
SITE PLAN
DESIGN
FOR
CAMDEN
TOWNE
CENTER
LOT 3
COURTHOUSE TOWNSHIP
CAMDEN COUNTY
NORTH CAROLINA
Know. what's below.
Call before you dig.
Project #:
140050
Drawing #:
140050 - SITE.dwg
Drawn:
RLH
Checked:
KDH
Approved:
SCR
Date:
10/23/2014
Sheet #:
9 /23
Scale:
1:20
NUM. DATE DESCRIPTION
SHEET TITLE:
GRADING PLAN
HWY 158 ACCESS
SHEET NUMBER:
C302

LEGEND
BENCHMARK
VVV BOUNDARY LINE
— — R LINE
1.1!, PROPERTY EXTENSION
EMERGENCY
I ISPILLWAY
- ® I♦ ® PROJECT LIMITS
EXISTING DITCH/SWALE
PROPOSED DITCH/SWALE
EXISTING TOP OF BANK
O D O cc Ir
RIPRAP APRON ' ' O O O O ,O I`- Y PROPOSED TOP OF BANK
11'(W) X 20' (L). SEE / ' o00 o o'
ROCK ENERGY DISSIPATER
DETAIL SHEET C902 , ' i 'OOOooc>o: oc, "� Ali._ ,�j.n --- -- - - -- -- -- EXISTING CONTOUR
4 PROPOSED CONTOUR
/ 00�'ii000 VI
EXISTING DRAINAGE PIPE
Q \ PROPOSED DRAINAGE PIPE
/ IIIIIIIIIIIIIIIIIIIII LlMlrs of DISTURBANCE
A-` M'WYYYYI EXISTING WOODSLINE
c�o't
I _ci—�-0 / \ \ rYYYYYYYYI PROPOSED WOODSLINE
Pik
EXISTING PAVEMENT
1
\ Lr
EXISTING GRAVEL
27 LF LL RPC ORIFICE �`
� OUTFACE PIPE I , - ' EXISTING CONCRETE
1 _ INV IN = 1.50
INV OUT = 1.35 35 1 - 1\ PROPOSED LIGHT DUTY
1 ; I + ,
I - � `, \ � ASPHALT PAVEMENT
PROPOSED HEAVY DUTY
Ulaw ASPHALT PAVEMENT
oCONTROL STRUCTURE
4 I SEE SHEET C904 PROPOSED CONCRETE
o°°°o o °°o°o°o°o°o PROPOSED RIPRAP
OP OF OqM ( Cal EXISTING UTILITY POLE
O/ ' \ _ EXISTING DROP INLET
,
EXISTING CURB INLET
1 Jill,• PROPOSED STORM MANHOLE
AlIc
PROPOSED DROP INLET
1,P: PROPOSED CURB INLET
` DRAINAGE FLOW DIRECTION
\ , ALL
EXISTING DITCH FLOW DIRECTION
PROPOSED DITCH FLOW DIRECTION
/ ro
\, y
,' PROPOSED GRADE
N(
PROPOSED
' DETENTION -55
o , BAS1NNN"
` 4 a
CEMETERY
, 1�
i
2 -
/
i 9
` 1
6 �-
/ ` 1.5 . . . . . _ ✓ / INV. = 2.00 .. - \ .5 1
f
2 3_' •' }�Or _Cc v _ 5 6' HIGH CHAIN -LINK t `
v
/ O �"c r, - SECURITY FENCE `
/ ' � ,p t.�0`-'cc C. C`.-., o - .. _ �NZ � 4 � N7T(12'GAT' 1
o u .., `� . ' EN' 0
}O -. `+ cy o +O Ep5 RgGy .5 � { BI SWING
- , l PERMANENT POOL _OPM ORp\NpO `qC'F Fq \� \ ��
_ .1 .0 \ SFM ; 18" STAND UP CURB
- - _ - TEMPORARY POOL .\OP O. FNT \Op `
STORAGE EL. = 4.25 D��� �'' CURB UTTER
12' x 12' DUMPSTER (SEE SHEET C900 FOR DETAIL)
_. 1 ` �y / _� — _ _ _ _ - -_.�._ • ENCLOSURE. SEE T
4DE IL SHEET C901 06i�wa
-
6 .. FLOOR DRAIN
C � _ _ Copp 20 \
i5. \ 34 INV. =1
2.4 '
o
I
,L0 _ OD ION T I 1 1991
NE\GNt pF,S E "SHADED X\ \ 00�NNE S�pO�o 2 8" RCP
S\-O \ Fes- 10
S\OF' �i FvppO IN = 2.
DROP INLET 20 4 r A A DL7Tr QP A T PI-6- I _ _ __ N UTII 3.101 RIM = 7.00 \
1\ \/ 1\I _ i 1.
CAF&-
SOLUTIONS FROM THE GROUND UP
Hyman 3 Robey, PC
150 US Hwy 158 E.
PO Box 339
Camden, NC 27921
[phone]
[phone] fax
www.hymanrobey.com
License C-0598
CARO
,o4�O�ESS/DA
SITE PLAN
DESIGN
FOR
CAMDEN
TOWNE
CENTER
LOT 3
COURTHOUSE TOWNSHIP
CAMDEN COUNTY
NORTH CAROLINA
Know. what's below.
Call before you dig.
Project #:
140050
Drawing #:
140050 - SITE.dwg
Drawn:
RLH
Checked:
KDH
Approved'
SCR
Date:
10/23/2014
Sheet #:
10 /23
Scale:
1:20
NUM. DATE DESCRIPTION
SHEET TITLE:
GRADING PLAN
OUTLET TO POND
SHEET NUMBER:
C303
E

SECTION
ELEV. = 4.50
6"x6"x2O' TREATED PILINGS (8' O.C.)
TWO LAYERS 4x6 WHALER
1x8'S STAGGERED
BO ELEVOM 0 9 500ND
DRIVE UNTIL UNTIL TOP ELEVATION
MATCHES DESIGN.
FINISHED
GRADE
20 MIL PVC GEOMEMBRANE AS
MANUFACTURED BY EPI SOLUTIONS
ENVIRONMENTAL PROTECTION, INC.,
OR APPROVED EQUAL
7
10.1 SLOPE
G
TWO LAYERS
1x8'S STAGGEI
BULKHEAD DETAIL
NTS
RIP RAP PAD WEIR ACCESS END
20' CLASS B EROSION OF FOREBAY AREA
CONTROL STONE ELEV. = 2.00
TOP ELEV. = 1.75
ELEV. - 1.50
2.5'
1' SEDIMENT STORAGE
ELEV. = -1,00 -
BOTTOM ELEV. = -2.00
PERMANENT
WATER SURFACE
ELEV. = 1.50
3 1' SEDIMENT STORAGE
CLASS B EROSION J
CONTROL STONE / / \//\�'
BOTTOM ELEV. _ -5.50
FOREBAY AREA CROSS SECTION
NTS
SEE WET DETENTION BASIN PLANTING DETAIL
FOR PLANTING OF VEGETATIVE SHELF
20 MIL PVC GEOMEMBRANE AS
MANUFACTURED BY EPI SOLUTIONS
ENVIRONMENTAL PROTECTION, INC.,
OR APPROVED EQUAL
77 10 YR = 4.17
`;�7 2 YR = 3.67 INLET ELEV. = 1.50-----,
CLASS B STONE
COMPLETE
SURROUNDS RISER
PERMANENT WATER SURFACE TEMPORARY
ELEV. = 1.50 SKIMMER
6• ATTACHMENT
LOCATION
6" SCH 40 PVC PIPE 18 1�
FEMALE ADAPTER &
THREADED PLUG
6" SCH 40 PVC TEE
THREADED PLUG WITH w
3" CIA. HOLE p \ \/
DRILLED THROUGH = \
6' MIN.
THIS SECTION TO BE INSTALLED CLEARANCE
ONCE SITE IS STABILIZED ^AND
INSET A (TYP)
NTS
ELEV. = 1.50
ELEV. = -4,50
ELE
POND BOTTOM
5' ABOVE PERM. POOL FINISHED GRADE
100 SLOPE 10' VEGETATED SHELF
s\J°QE
3:� � 5' BELOW PERM. POOL
V SEDIMENT STORAGE
WET BASIN CROSS SECTION
NTS
TOP OF DAM
ELEV. = 6.00
TOP OF INLET COVER TOP = ELEV. 5.75
ELEV. = 5.25
INLET
ELEV. = 4.25
e .'
OPEN 4 SIDES
SILL L= 3' TYP.
e
8" TYP.
a
9"
BARREL
30" RCP
INVERT = 1.50
SLOPE 0.60%
°°°° <12a°°°
° ° �\ / \ y57 WASHED STONE
\\ PRIME WITH CLEAN METAL
PRIME & PAINT WITH 2 PART
DRA&CFI,TT NGS
/./. C PIPE BLACK EPDXY (TYP)
/�/� A4
SCH 40 PVC
(LENGTH AS REQUIRED)
20"X20"X3" THICK FM
CONCRETE PAD
5.00'
i 4•
OUTFLOW STRUCTURE
NTS
I�
8"
ANTI -SEEP COLLARS TO BE
PLACED MIDWAY BETWEEN
STRUCTURES AND SPACED
18" APART
1/2" 0 ROUND
BARS 3" O.C.
1/4" X 6" FLAT PLAT
SEE INSET A 5' y-
- 3'
3.67'
u 1
a
`\ 5'
DRAWDOWN
DEVICE
30" RCP
r'" 1
-DRAWDOWNI
DEVICE
SECTION A -A
CONCRETE BOTTOM AND TOP _.
SHALL BE REINFORCED WITH /4 REINFORCEMENT
BARS 8" O.C. EACH WAY. REINFORCEMENT BARS
SHALL NOT BE PLACED CLOSER THAN 3" TO ANY
EXPOSED EDGE OF CONCRETE. WALLS MAY BE
CONSTRUCTED WITH 4" X 8" X 16" SOLID
CMU'S OR CAST IN PLACE CONCRETE.
EXCELSIOR MATTING
12"
AMENDED
SOIL
30" TYP
�i l 111 I I I I► i I► II
PERENNIAL PLANTING
NTS
SET PLANT AT
ORIGINAL DEPTH
LARGE PLUGS
(4.9-7 CUBIC
INCHES)
AMMEND SOIL AS
SPECIFIED
EXISTING SOIL
SHALLOW LAND PLANTS
BOTANICAL
COMMON
CL
CHASAMANTHIUM LATIFOLIUM
RIVER OATS
CCC
CONOCLINIUM COELESTINUM
WILD AGERATUM
HC
HIBISCUS ARNOTTAINUS
WHITE ROSEMALLOW
04 SG
SACCHARUM GIGANTEUMAND ALLIES
PLUMGRASSES
LC
LOBELIA CARDINALS
CARDINAL FLOWER
SHALLOW WATER PLANTS
BOTANICAL
COMMON
AS
ACORUS AMERICANUS
SWEET FLAG
• t. IB
IRIS VIRGINICA
BLUE FLAG IRIS
PP
PONTEDERIA CORDATA
PICKEREL WEED
>° SC
SAURURUS CERNUUS
LIZARD'S TAIL
SB
SPARGANIUM AMERICANUM
BUR-REDD
3:1
3:1
PLANT SCHEDULE
HyMM NIL
BEY
STORMWAER VEGETATION FOR WET 15TH. AT NO TIME SHOULD SHALLOW FOR PERMANENT SHALLOW WATER ZONE SOLUTIONS FROM THE GROUND UP
DETENTION BASINS WATER PLANTS BE INSTALLED BETWEEN
(0"-6" BELOW NORMAL POOL) THE
THE CONTRACTOR SHALL INSTALL VEGETATION OCTOBER 1ST AND MARCH 1ST. A PARTIAL FOLLOWING MAY BE USED AS Hyman & ROOeV.. PC
IN THE SPECIFIED ZONES FOR WET DETENTION CERTIFICATION CAN BE FILED WITH NCDENR SUBSTITUTIONS: 150 US Hwy 158 E.
BASINS. THE HYDROLOGIC ZONES OF WITHOUT INSTALLATION OF THE SHALLOW
IMPORTANCE FOR A WET BASIN CONSIST OF WATER PLANTS TO INSURE THAT THEY ARE CLADIUM JAMAICENSE (SAWGRASS) PO BOX 339
THE UPLAND AND THE TEN FOOT WIDE PLANTED AT THE PROPER TIMES. SEE ECHINODORUS SUBCORDATUM Camden. NC 27921
VEGETATED SHELF THAT IS CENTERED ON THE ACCEPTABLE RECOMMENDED SPECIES LIST (CREEPING BURHEAD) [phone]
PERMANENT POOL ELEVATION. THE UPLAND BELOW. THE OPTIMAL DATES FOR
IS THE AREA ABOVE THE VEGETATED SHELF INSTALLATION OF SHALLOW LAND PELTANDRA VIRGINICA (ARROW ARUM) (252) 33H-5552 faX
THAT IS INTENDED TO RECEIVE LITTLE OR NO PLANTINGS IS BETWEEN APRIL 1ST AND wwvi.hy171anrOhey.COm
AUGUST 31ST ; HOWEVER, SHALLOW LAND SAGITTARIA IANCIFOLIA (BULLTONGUE)
INUNDATION. THE VEGETATED SHELF IS BROKEN INTO TWO DISTINCT REGIONS: 1) PLANTINGS CAN BE INSTALLED THROUGHOUT License C-0598
THE CONSTANTLY INUNDATED SHALLOW WATER THE YEAR. SEE ACCEPTABLE SAGITTARIA LATIFOLIA (DUCK POTATO)
RECO2)NTHE SHALLOW BELOW LAND OR�TEMPORARILYMAL POOL), AND SCH2.PLANTIS SHALDL BE INSTALLED CIES LIST BINLOW (SOFOENPLECTUS TS EM BULRUSH)RNAEMONTANI CARO<���
( ACCORDANCE NTH THE PERENNIAL SCIRPUS AMERICANUS AND ALLIES �`�0�,�•rtSS
INUNDATED ZONE 0" TO 6" ABOVE NORMAL
PLANTING DETAIL, PLANT SCHEDULE AND
POOL). TYPICAL PLANTING LAYOUT PROVIDED. IF (THREE -SQUARE)
SOIL PREPARATION THE SPECIES SPECIFICALLY CALLED FOR IN 21ZANIOPSIS MILIACEA (WATER MILLET) •Q SEA
1. THE CONTRACTOR SHALL OVER -EXCAVATE THE PLANT SCHEDULE ARE NOT AVAILABLE, 330
ARE ACCEPTABLE
1 /
THE UPLAND AREA 6" AND THE THE FOLLOWINGRECOMMENDED SPECIES. '•.GIN �'�•G
VEGETATED SHELF ARE
A BY 12 3.APPLY A SLOW RELEASE FERTILIZER TO '%
•••••
2.THE UPLAND AREA SHALL BE BROUGHT TO FOR PERMANENT SHALLOW LAND ZONES EACH PLANT AS IT IS INSTALLED. DO NOT ••,,`�
(0"-6" ABOVE NORMAL POOL) THE BROADCAST FERTILIZERS OR FERTILIZE �i�/qs� 0.�"`���``
GRADE BY PLACEMENT OF 6" TOPSOIL FOLLOWING MAY BE USED AS AFTER INSTALLATION IN THE AREA OF THE
AMENDED PER THE SEEDING AND MULCHING SUBSTITUTIONS: VEGETATED SHELF. SLOW RELEASE l(1 C
SPECIFICATIONS PROVIDED. WHEN PLACING FERTILIZERS SHOULD FEED PLANTINGS FOR
FERTILIZER, CARE SHALL BE USED TO LIMIT CAREX ALBOLUTESCENS, CRINITA, A MINIMUM OF 8-9 MONTHS, 12-14 SITE PLAN
PLACEMENT TO THE UPLAND AREA. SOD LUPULINA, LURIDA, AND TRIBULOIDES MONTHS IS PREFERRED. A 17-5-11
SLOPE. SHALL BE INSTALLED ON THE UPLAND . CHELONE GLA BRA (WHITE FORMULA IS RECOMMENDED, BUT CAN DESIGN
TURTLEHEAD) VARY. PHOSPHORUS CONTENT SHALL BE
3. THE VEGETATED SHELF SHALL BE LESS THAN IOX
BROUGHT TO GRADE BY PLACEMENT OF 12" ASCLEPIAS INCARNATA 'ICE BALLET"
AMENDED SOIL. SOIL SHALL BE AMENDED (ICE BALLET SWAMP MILKWEED)
AND TESTED TO VERIFY THAT SOIL PH IS OWNER MAINTENANCE
WEED) RIUM FISNLOSUM (JOE PYE
BETWEEN 5.5 AND 6.5 WITH A MINIMUM OF WEED) 1. THE PROPERTY OWNER SHALL INSURE THAT
5-10% ORGANIC MATTER. SOIL PH CAN BE THE WET DETENTION BASIN IS MAINTAINED FOR
INCREASED BY ADDING LIME OR DECREASED HELIANTHUS ANGUSTIFOLIUS (SWAMP ACCORDING TO THE OPERATION AND
BY ADDING IRON SULFITE. COMPOST CAN SUNFLOWER) MAINTENANCE AGREEMENT FILED WITH
BE ADDED TO INCREASE ORGANIC MATTER. NCDENR. TO INSURE THE SURVIVABILITY OF
USE OF PEAT MOSS IS NOT RECOMMENDED. HIBISCUS COCCINEUS AND THE WETLAND VEGETATION, SPECIAL
TESTING CAN USUALLY BE PERFORMED MOSCHEUTUS (ROSE MALLOWS) ATTENTION SHOULD BE PAID TO THE CAM D E N
THROUGH THE LOCAL COOPERATIVE JUNCUS EFFUSUS AND CORIACEOUS OUTFLOW STRUCTURE AND DRAWDOWN
EXTENSION OFFICE. (RUCHES) ORIFICE. CLOGGING OF THESE DEVICES WILL
4. GRADING
AC UPON COMPLETION E KOSTELETSKYA VIRGINICA (SEASHORE ELEVATEDCAUSE TER SURFACE FOR EXTENDEDLEVATIONS PERIODS OF TO
BE
TIME TOWNE
GRADING ACTIVITIES, INSTALL EXCELSIOR
EROSION CONTROL MATTING AND MALLOW) CAUSING INUNDATION LEVELS THAT ARE
PLANTINGS. IF SITE IS NOT COMPLETELY LOBELIA ELONGATA (CARDINAL UNACCEPTABLE FOR THE SPECIFIED PLANTS. CENTER
STABILIZED, INSTALL SILT FENCE AROUND FLOWERS) 2.WEEDING SHALL TAKE PLACE WITHIN THE
UPLAND PERIMETER AS NECESSARY TO FIRST TWO YEARS TO ASSURE THE BASIN
PROTECT THE POND FROM RUNOFF FROM SCIRPUS CYERINUS (WOOLGRASS) ISN'T OVERRUN BY SUCH UNDESIRABLE
UNSTABILIZED AREAS. PYCNANTHEMUM TENUIFOLIUM VEGETATION AS CATTAILS.
PLANT INSTALLATION (NARROWLEAVED MOUNTAINMINT) 3.FOR TWO YEARS AFTER PLANTING, DURING
1.PLANTS SHALL BE INSTALLED WITHIN 14 RHYNCHOSPORA COLORATA AND THE OPTIMAL PLANTING SEASON OF APRIL
DAYS OF COMPLETION OF GRADING ALLIES (WHITE -TOP SEDGE) 1ST AND JULY 15TH, ANY PLANT THAT DID
ACTIVITIES WHEN PLANTING DATES NOT SURVIVE THE PREVIOUS WINTER SHALL
CORRESPOND. FOR BEST RESULTS, VERONIA NOVEBORACENSIS (COMMON BE REPLACED.
SHALLOW WATER PLANTINGS SHOULD BE IRONWEED)
INSTALLED BETWEEN APRIL 1ST AND JULY
10'mil 10' 10' 10' 10'
(7) C (7) rHC (7) LC (7) VN (7)
�AS (7) SIB (7) I fPP (7) rSC (7) r rSB (7)
NORMAL
41
1II+�� .�
Ali�. _ ��� 1. ,1.
m Inn, II
N MA
I W4
;! �+
CONTOURS
O 3:1
STORM WATER CONTROL BASIN
TYPICAL PLANTING LAYOUT
NTS
WET DETENTION BASIN PLANTING DETAIL
NORMAL WATER
ELEVATION
A
J1
3
NVOUT CROSS-SECTION
TOP OF DAM ELEV. 6.00
EMERGENCY SPILLWAY
ELEV. 5.00
12" CLASS B
1�a RIP RAP
3 7�
NONWOVEN
GEOTEXTILE
REPEAT AROUND BASIN PERIMETER
WITH 10' BREAKS AT BULKHEADS
AND BASIN ACCESS POINTS
UPLAND ZONE
SHALLOW LAND ZONE (0"-6"
ABOVE NORMAL POOL)
SHALLOW WATER ZONE (0"-6"
BELOW NORMAL POOL)
COURTHOUSE TOWNSHIP
CAMDEN COUNTY
DEEP POOL ZONE NORTH CAROLINA
14'
12" CLASS B TOP OF DAM
RIP RAP
3
1�
EMERGENCY SPILLWAY
INVERT
CROSS-SECTION A -A
EMERGENCY SPILLWAY DEATAIL
NTS
w what's below.
Call before you
Project #:
140050
Drawing #:
140050- COVER -DETAILSdwg
Drawn:
RLH
Checked:
KDH
Approved:
SCR
Date:
10/23/2014
Sheet #:
20/23
Scale:
AS NOTED
NUM. DATE DESCRIPTION
SHEET TITLE:
DETENTION POND DETAILS
SHEET NUMBER:
C904

0
C
1.9
2 13 14 15
----
----
-----------
r� ---- �--r& fl--(tA
----------- - a
o It
1/ � � I �� � � �'�— • �� tom- / lV ♦ l • � � i I
RETAINING tp /d 1� I / I '7I%y�
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DWG BY: SRN
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ISSUED:
04 MAR 09
REVISED:
1 6 MAY 2009
© Copyright 2009
This document and the
design are the property of
Integrated Design, PA
Any reproduction without
prior written consent is
prohibited.
Dwg scaled for 34x22 plots
STORM DRAINAGE
CATCHMENT PLAN
JOB CODE: WOCCLD
DA
2A