SW7091003_APPROVED PLANS_20110221

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

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\ $ N M"ffZAY 6t10RE6 INO. b / 8 N o
1. DEVELOPER: G. HOLDINGS, LLC E• PE �' OPEN SPN� �ry �' 2 v+ m
PO BOX 120 I \\ 4� MONfERAY SHORES SUBDIVISION / H m °° � c5 ° @ ,
KITTY HAWK, NC 27949 ROpERT R DEEMPRIELLE TRff r P v Z o 2 Z
61.M w O fA N N O H Z r 9 O
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MGM FRAY 5t10RE6 INC. \ / of n rn' N e E E t 2 m o
2. THE DEVELOPER INTENDS TO CONSTRUCT A 27 HOLE MINIATURE GOLF COURSE, 8 CART PARCEL 10, OPEN SPACE �' m H x m N.N n
BUMPER CAR/SPIN ZONE, AND A BUILDING TO INCLUDE TICKET BOOTH AND RESTROOMS. MONIERAY 5HORE6 5UWIVI6ION \ m d o'> o d c 0-
PC, / Elmo I, va o'SQ
3. THE PROPERTY IS PARCEL Z OF LOT 3, BUCK ISLAND - TIMBUCK II PHASE, P9935 05 4 ' � / a a Y a L) o
P.C. E, SL. 383 AND RECORDED IN DEED BOOK 221, PG. 477 I \�
CURRITUCK COUNTY PIN#: 116D-000-003D-0000;
THE COROLLA WORSHIP CENTER PROPERTY, P.C. G, SL. 205, RECORDED IN DEED Wo"m \
BOOK 761, PG. 929, CURRITUCK COUNTY PIN#: 0116-000-003W-0000.
PROPERTY ADDRESS: 810 OCEAN TRAIL, COROLLA, NORTH CAROLINA 27927 \ P EI--jOO=E NIV�ISION
I \
4. SURVEY REFERENCES:
�� ,., t, -. ,. A A G K, 5L
PC E, SL. 273 DB 221, PG. 477 — _ — � Pbl� — ` \\ / 9956 73 ILDI '
PC G, SL. 255 DB 961, PG. 361
PC E, SL. 383 DB 969, PG. 361 i
PC E, SL. 383 DB 1026, PG. 598 _�• �, : ' 4Ag
PC K, SL. 49 DB 376, PG. 690 �-- . ,• , I
DB 989, PG. 469 DB 741, PG. 50 -�� I / -�' PLp �4 v\ \ L�' r
DB 1025, PG 878 DB 984. PG. 113y_
DB 1034, PG. 591 DB 979, PG. 361 _ _ ` _ — .. — .. — . \ ExlsN
�
_ A
J
• WATE .AND
5. THE PROPERTY IS CURRENTLY ZONED GENERAL BUSINESS (GB).- ' — — .. — . IRRI6Ai1GN APE _.._ ®� V. , SEW sERVI E — —
6. BUCK ISLAND PARCEL - 49,692 SF (1.141 ACRES)
COROLLA WORSHIP CENTER PARCEL - 40,000 SF (0.918 ACRES) /' I �� �a►DWA��
7. PARKING REQUIREMENTS:
RRKaATIGT!
RETAIL STORE REQUIREMENTS: Pallo \J� Dc RCP DRAP�AEE PP>= '
1 SPACE/300 SF GOLF HOLE AREA 8 CAR /0 = 33.3 SPACES �� Z
1 SPACE 3 PERSON BUMPER CARS 8 CARS 3 = 2.6 SPACES � PN.o�'J' �.
1 SPACE/200 SF BUILDING SPACE 990/200 = 4.95 SPACES \ / — —
TOTAL SPACES REQUIRED 41 SPACES / �C \ \ N
TOTAL SPACES PROVIDED 49 SPACES / _
(38 PAVED SPACES; 11 ROCK SPACES & (1) BIKE RACK) o
8. THE SITE IS LOCATED IN FIRM ZONE "X" AND "AE-5'". FIRM MAP NUMBER 3720993500J, INSTALL FENCE /qfi F — ' —
EFFECTIVE DATE DECEMBER 16, 2005. (SUBJECT TO CHANGE BY FEMA) SIMU A ED, I, / '
ALONG CO
CANy�u C /((i \ \ \ 1>S 0 \ l w
WATERFALL N1 %S / �4 / t] \ Q•xwrm `, 1 5�
9. ALL DISTANCES ARE HORIZONTAL GROUND DISTANCES UNLESS OTHERWISE SPECIFIED. �_ RKsCREw O� N'.iy ' . ' . \ �\ PRNAGY FENCE A
ELEVATIONS SHOWN ARE HEREON PER NAVD88. /vim OF ? 1 S"oT SCREENED w
10. AREAS SHOWN ARE BY COORDINATE METHOD. BRiDc
O 9
(Ty
11. ALL DISTURBED AREAS SHALL BE STABILIZED WITH A COASTAL VEGETATION MIX. �P-��_ '-` ���A' �O S R``-,-; ';�;,�. :•,y;_ f ��
12. NO WETLANDS WILL BE DISTURBED AS PART OF THIS PROJECT.
13. MINIMUM BUILDING SETBACKS:'//
FRONT: 20' REAR: 25' SIDE: 15' CORNER: 20' Tw
:: •'- — __
R .
14. AREA TO BE DISTURBED: 2.3 ACRES INCLUDES OFF -SITE IMPROVEMENTS). / T34 E a � `O -'- e - °I'B C ...: _ ' • -'::: '.,,_�_ . � �C
15. LOT COVERAGE IS AS FOLLOWS: / / S31:07'34"W N3132.69'
T Porvo ft � �
AREA OF PARCEL Z: 49,692 SF (1.141 ACRES) / 70.75'
** » I
AREA OF CHURCH SITE: 40,000 SF (0.918 ACRES) � -'� �'
�x
PROJECT AREA: 89,692 SF (2.06 ACRES) /1 s ,a a + - "?` S�� �;'b ' N/f=
PROPOSED BUILDING: 6,953 SF P B PST A to 6TAWORP M. WI11TE
PROPOSED PARKING AREA: 21,594 SF ®-y : 1 \' / . R .,,g- ,-+ >.� m ,�: x PL. '.6„ 6L 90
PROPOSED SIDEWALKS: 3,060 SF o "` "` : ..•. n D.B. 485, PEi. 498
PROPOSED COURSE: 17,458 SF - � L x�3 BALL -IN -WA
TOTAL SITE COVERAGE: 49,065 SF (54.8%) M =�� I - SNOT
1 •SIMUTAT ROCK yy 9 -% "
WAT ON ♦C! " � H � '-.�..:. � +-iW
+ .n
f / ERFA L
(COURSE AREA INCLUDES HOLES, PATHS, PONDS, ROCKS AND OTHER COURSE FEATURES) � ` �� •. I < '+ ft PorvD */ �, � + - o � Z
(GOLF HOLE PLAYING AREA = 9,998 SF; TICKET BOOTH AND RESTROOM AREA = 990 SF) 1 2s 1 \ R m ®' sr O\ '4 * I p
16. STORMWATER MANAGEMENT WILL BE VIA SHEETFLOW TO INFILTRATION BASINS LOCATED AROUND N m IEs�or _
THE SITE. THE SITE WILL BE GRADED TO PREVENT RUNOFF INTO THE ADJACENT PROPERTIES.
F �'
17. THE OWNER SHALL BE RESPONSIBLE FOR THE MAINTENANCE OF ALL BUFFERING. ALL 1 I+o s fir`" • w
REQUIRED LANDSCAPING AND BUFFER AREAS SHALL BE MAINTAINED IN GOOD CONDITION SO N
AS TO PRESENT A HEALTHY AND ORDERLY APPEARANCE AND SHALL BE KEPT FREE FROM06;
&1LL IN WATER / 'L'^"L -x
REFUSE AND DEBRIS. THIS INCLUDES, BUT IS NOT LIMITED TO, THE REPLACEMENT OF PLANTS •'' - - ... C 1■��,
DAMAGED BY INSECTS, DISEASE, VEHICULAR TRAFFIC, AND VANDALISM.I
�• Mom. s PorvD T K • // TO REMAIN
J
18. ALL NEW UTILITIES ARE TO BE PLACED UNDERGROUND. 1 \ ' y;•. '< f ,` .�
. N t� a,.�a '(11. �-.° 516�•1.
19. ALL SIGNS SHALL BE ERECTED, ALTERED AND MAINTAINED IN ACCORDANCE WITH THE \ �3• .♦"•'� a ' ' - ,,„ - / O NGRTti GARGLINA \ t ^^ 2
� 1 I..L
PROVISIONS IN THE CURRITUCK COUNTY UNIFIED DEVELOPMENT ORDINANCE. L3T32 E `�s '�w\. � ,, R I I ^'( pEPARTb1E7•!F OF s '�'T ` �, yy '- , , ® ®� ®� W Z _ / Q
57.93 � � '•'- \ � " —, �� / `� TRANSPORTATION � � �' � a� ®®®®®® a ®� a
20. THE BUILDING WILL COMPLY WITH VOL. iC OF THE N.C. STATE BUILDING CODE AND CURRENT 1 1 / D6 989, P6. 465 y AocFss O
NFPA REQUIREMENTS. ( lj'
/ff w.,xo ,„",� pryer Yy gyp, -�Qy
1 R �'3, / - OUNTAIN 99�5 l� IZJ(/
(TrP.Ia'�- S '02�4 1L,W
21. BUILDING HEIGHT SHALL NOT EXCEED 35+ I p Z
REMOVE / S36'17'22"W "219.37'. BRG
i
22. THE OWNER HAS ACCESS TO NEARBY TRASH COLLECTION AND TRASH WILL BE TAKEN THERE. 1 N N E SCAB Post E10�TPlCa m
A PROPOSED SCREENED DUMPSTER PAD IS SHOWN SHOULD THE OWNER NEED TO \ \ �1•D ,+C.p � MUE • - _ / r• � �� p,p,� VED > O
CONSTRUCT. 1
TONA ENVIRONMENTAL
23. TIME OF OPERATION SHALL BE LIMITED TO 9:00 A.M. TO 12:00 P.M. MANAGEMENT COMMISSION O
, V.SION OFWATIER QUALt?Y a
IOrW l
\ .om� OCEM
NARi
DB 376, P6 690 < RO 0 ,• k: - y
=I 9935 7Z 1956 oL. yo
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ONLY - flown
/w
N3624'10"E-130.44'
5241'�.ry//y 19 �.Q- - r m
rn
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ro,
/A/OARFRAY aLAr)RFR -CW f1XVLSlON t 4 x � z i; W 0
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.III, ]L 191,
FINAL DRIm,AWING
NOT FOR
a

WC/V Y MAP
1. DEVELOPER: I.G. HOLDINGS, LLC
PO BOX 120
KITTY HAWK, NC 27949
2. THE DEVELOPER INTENDS TO CONSTRUCT A 36 HOLE MINIATURE GOLF COURSE, A GO-KART
TRACK, SPIN ZONE AND A BUILDING TO INCLUDE TICKET BOOTH, ARCADE, LIMITED
RETAIL/SNACK BAR AND OFFICE.
3. THE PROPERTY IS PARCEL Z OF LOT 3, BUCK ISLAND - TIMBUCK II PHASE,
P.C. E, SL. 383 AND RECORDED IN DEED BOOK 221, PG. 477
CURRITUCK COUNTY PIN#: 116D-000-003C-0000;
THE COROLLA WORSHIP CENTER PROPERTY, P.C. G, SL. 205, RECORDED IN DEED
BOOK 761, PG. 929, CURRITUCK COUNTY PIN#: 0116-0000-03WO-0000; AND
THE PROPOSED COMMERCIAL PROPERTY, A PORTION OF PARCEL 10, MONTERAY SHORES INC.
P.C. K. SL. 49, CURRITUCK COUNTY PIN#: 0116-000-0010-0000
PROPERTY ADDRESS: 787A SUNSET BOULEVARD, 810 OCEAN TRAIL AND MALIA DRIVE,
COROLLA, NORTH CAROLINA 27927
4. SURVEY REFERENCES:
PC E, SL. 273 DB 221, PG. 477
PC G, SL. 205 DB 761, PG. 929
PC E, SL. 255 DB 969, PG. 361
PC E, SL. 383 DB 1026, PG. 598
PC K. SL 49 DB 376, PG. 690
DB 989, PG. 469 DB 741, PG. 50
DB 1025, PG 878 DB 984, PG. 113
DB 1034, PG. 591 DB 979, PG. 361
5. THE PROPERTY IS CURRENTLY ZONED GENERAL BUSINESS (GB) AND OUTER BANKS STANDARD
RESIDENTIAL (RO1). REZONING PENDING.
6. BUCK ISLAND PARCEL - 49,692 SF (1.141 ACRES)
COROLLA WORSHIP CENTER PARCEL - 40,000 SF (0.918 ACRES)
PARCEL 10 - 1,576,608.3 SF (36.194 ACRES)
COMMERCIAL AREA 1.271 ACRES
OPEN SPACE AREA 34.923 ACRES
404 WETLANDS AREA ±24.482 ACRES
CAMA WETLANDS AREA t8.073 ACRES
AREA OF PARCEL 10 DEDICATED TO GREEN SPACE 23,307 SF
7. PARKING REQUIREMENTS:
RETAIL STORE REQUIREMENTS:
1 SPACE/300 SF GOLF HOLE AREA 13,839/300 = 46 SPACES
1 SPACE/3 PERSON GO-KART TRACK 25 CARS/3 = 8 SPACES
1 SPACE/3 PERSON BUMPER CARS 8 CARS/3 = 3 SPACES
1 SPACE/200 SF BUILDING SPACE 3,448/200 = 17 SPACES
TOTAL SPACES REQUIRED 74 SPACES
TOTAL SPACES PROVIDED 79 SPACES
8. THE SITE IS LOCATED IN FIRM ZONE "X" AND "AE-5"'. FIRM MAP NUMBER 3720993500J,
EFFECTIVE DATE DECEMBER 16, 2005. (SUBJECT TO CHANGE BY FEMA)
9. ALL DISTANCES ARE HORIZONTAL GROUND DISTANCES UNLESS OTHERWISE SPECIFIED.
ELEVATIONS SHOWN ARE HEREON PER NAVD88.
10. AREAS SHOWN ARE BY COORDINATE METHOD.
11. ALL DISTURBED AREAS SHALL BE STABILIZED WITH A COASTAL VEGETATION MIX.
12. MINIMUM BUILDING SETBACKS:
FRONT: 20' REAR: 25' SIDE: 10'
13. AREA TO BE DISTURBED: XX SF (XX ACRES) (INCLUDES OFF -SITE IMPROVEMENTS).
14. LOT COVERAGE IS AS FOLLOWS:
AREA OF PARCEL Z: 49,692 SF (1.141 ACRES)
AREA OF CHURCH SITE: 40,000 SF (0.918 ACRES)
AREA OF PARCEL 10: 1,576,608.3 SF (36.194 ACRES)
TOTAL SITE AREA: 1,666,300.3 SF (38.253 ACRES)
PROJECT AREA: 145,044 SF (3.33 ACRES)
PROPOSED BUILDINGS: 6,904 SF
PROPOSED PARKING AREA: 29,890 SF
PROPOSED SIDEWALKS: 10,092 SF
PROPOSED COURSE: 13,839 SF
PROPOSED GO CART TRACK: 19,313 SF
TOTAL SITE COVERAGE: 80,038 SF (4.80%)
15. STORMWATER MANAGEMENT WILL BE VIA SHEETFLOW TO INFILTRATION BASINS LOCATED AROUND
THE SITE. THE SITE WILL BE GRADED TO PREVENT RUNOFF INTO THE ADJACENT PROPERTIES
AND TO OVERFLOW INTO THE EXISTING POND.
16. THE OWNER SHALL BE RESPONSIBLE FOR THE MAINTENANCE OF ALL BUFFERING. ALL
REQUIRED LANDSCAPING AND BUFFER AREAS SHALL BE MAINTAINED IN GOOD CONDITION SO
AS TO PRESENT A HEALTHY AND ORDERLY APPEARANCE AND SHALL BE KEPT FREE FROM
REFUSE AND DEBRIS. THIS INCLUDES, BUT IS NOT LIMITED TO, THE REPLACEMENT OF PLANTS
DAMAGED BY INSECTS, DISEASE, VEHICULAR TRAFFIC, AND VANDALISM.
17. ALL NEW UTILITIES ARE TO BE PLACED UNDERGROUND.
18. ALL SIGNS SHALL BE ERECTED, ALTERED AND MAINTAINED IN ACCORDANCE WITH THE
PROVISIONS IN THE CURRITUCK COUNTY CODE OF ORDINANCES.
19. THE BUILDING WILL COMPLY WITH VOL. 1C OF THE N.C. STATE BUILDING CODE AND CURRENT
NFPA REQUIREMENTS.
20. BUILDING HEIGHT SHALL NOT EXCEED 35'
N/F
ROPERT R. DE6APRIE1 LE
MONTERAY Sf U ZS INW.
PARCEL 10, OPEN 6PA5,E
MONTERAY SHORES SWIVI61ON
PG K, 61- h9
9955 63 4485
S31*0 '34 N
70.75'
IM
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57.93
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IX. VEGETATION
TO REMAIN
EX. VEGETATION
TO REMAIN
I
VA 0 11*1110 KA ■ •
NOT FOR
CONSTRUCTION., /
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11
I I I I t I 303 N/F ^�� / i g p SL ROBERT R DE&ADRIEI I F 95 / ! MONiERAY 6HORE6 INC. a E8 -
PARCEL 10, OPEN SPACE
J y y
Q• MONTERAY 51-IOIZES SUPDVISION / HAp
\ I 1\ STOTER I I P9996 63 4 b5 m �'
AREAz m¢ o
m N V m C d m N
\ \ TO REMAIN `m a"i o 'i `� u a w E 4 6 n
IX. VEGETATION d
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X X EX X X VEGETATION)". x• 5t10RE5 IVISION
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— ' v o 99� ILDI ' S I
INT
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IX. VEGETATION
TO REMAIN
•37'
76 92 IXITE AND
S SERVI ER El
-
k _
PROPOSED ELEVATED .; I ,` ( `l'✓RVAT13� p*�;.. -'+- `�
WALKWAY/BRIDGE \\\"''•^^''•Re
3
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e SPIN ZONEo
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PROPOSED BUILDING I �
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STAWORD M. M11TE
PG. "6" 51- 90
''� r,✓ INFILTRATION I +. ' D.P. 455, P6. 498
BASIN
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7 —
/ VEGETATION �w
" "3 '1! r � ...+ � TO REMAIN
ti 111 //
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4� t m
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1 y1�� �rf �,,',. *y�l b�
AS,
GO,
AS,
AS,
TRANSPORTATIGN ;!G . 4 3
u + z z — X .X DP 59,9, `469 y 3.36'
TO REMAIN '� T 1, f'� `r-.!VTGTRO`` EXTOL REMAIN N J 99'f� 19Pl Q.OD', L=1�5.6�g F/T>zy,K S •O�v:' w O
/ R.40 CH 2W C�4To BE RELOCATED
S36.17'22"W 2197
/
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aPcYA SCAi N Lc? VbNNROMNT
AL
NCDOT TC!SS
ACCESS 1 RCKAUTY $o'O (VARIAPLE WW ' V
d
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�M IJ DP 376, P6 kW`L O' O9 8�.Co Gct be J 2
r ', 0 A S POSED SIDEWALK TO
N99'�5 72 1956 � / hpp 1`�p�p CONTINUE TO NORTHZ211/?y/ FLU/ GSO SIDEOF ALBACORE STREEF-:SfO'- _
IIU q*k (IF PERMITTED BY NCO o�e�
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1\136'24'10"E 130 44'
rn
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CVp 0tip� O Q Y O
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M0N7ER4Y SHORES S EM,11SION w 3 Ld
N/F COMMERCIAL TRACT I a fo _
EDWARD WALOAMAN, TRUSTEE
STEWART 6A6,K5, TRUSTEE
PARCEL Y OF LOT 3 / 10' GRAPHIC SCALE SCALE:
PIY.K ISLAND- TIMPLIGK I
Prygc,E / / / 30 0 15 30 60 120 I 1 - 3 0
DP 1026, Pe. /
9935 73 2011
(IN FEET)wo
1 INCH = 30 FT. 00
C201
PROD NO.070A
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OUTLET PIPE
LEGEND
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2' MIN.
6" MIN. FREEBOARD
TO TOP OF BERM
SEED & STABILIZE �
1 a6, III, a6, Ali, �h, ah. 6" MIN. DEPTH
-: (SEE PLANS FOR
REQUIRED DEPTH)
4" SAND COVER
NATIVE MATERIAL
1. BASIN GRADING SHALL BE PERFORMED AND PROTECTED, LIMITING COMPACTION FROM
CONSTRUCTION EQUIPMENT AND OTHER SOURCES AS MUCH AS POSSIBLE.
2. UPON COMPLETION OF BASIN GRADING, THE LIMITS SHALL BE PROTECTED FROM
RUNOFF OF SILT AND OTHER MATERIAL.
3. IN THE EVENT RUNOFF TO BASIN IS NOT PREVENTED, THE ENTIRE BASIN SHALL BE
TILLED TO RESTORE INFILTRATIVE CAPABILITIES.
4. STABILIZATION OF BASIN SHALL BE PERFORMED AS SOON AS POSSIBLE. IF BASIN
BECOMES FLOODED PRIOR TO ESTABLISHMENT OF GRASS, IT SHALL BE RE -SEEDED
UNTIL GRASS IS ESTABLISHED.
5. DO NOT PLACE SOD ALONG BOTTOM OF BASIN UNLESS APPROVED BY THE ENGINEER.
fif
18" CURB & GUTTER
W/ FLARE TO MATCH
GRATE
X
°a.
ri.amon `3 ..
AFL%RAWN BASIV
NTS
`�- VARIES
di, do ,di, ,di,
SWALE SECTM
NTS
8.0' 4.08.0, PLACE NCDOT CLASS I
(12" MAX DIAMETER)
RIP -RAP (18" DEPTH)
•�\\�\/\ /\\;\\�` - OVER FILTER FABRIC
LINE FILTER SLOPE AND
INVERT WITH SOD AND
IRRIGATE TO ESTABLISH
YEL WITH
(ERT
VECL'-I R%EA
NTS t� 4 ' "D"
"D" = PIPE DIAMETER
STORM SEWER OUTLI'f (ENERGY
DISWATEFU/STLLM BASNV DETAIL
NTS
PRECAST l ® C.ONCAEM C")DfPOP M_ET NO1F3
1. USE 4,000 PSI CLASS CONCRETE THROUGHOUT WITH REINFORCEMENT PER
NCDOT 840.45. STRUCTURE SHALL COMPLY WITH ASTM C913
X 2. PROVIDE ALL DROP INLETS OVER 3'-6" IN DEPTH WITH STEPS 16" ON CENTER.
USE STEPS WHICH COMPLY WITH STD. DRAWING 840.66.
3. MAXIMUM DEPTH IS LIMITED TO 10' FOR WAFFLE BOXES.
4. CONSTRUCT WITH PIPE INVERTS AS INDICATED ON PLANS.
N
5. REFER TO NCDOT STD. DWG. 840.02 AND 840.14 FOR BOX DIMENSIONS.
6. PROTECT DRAINAGE INLETS FROM SEDIMENTATION USING SILT FENCE UNTIL
STABILIZATION IS COMPLETE.
TRAFFIC RATED PRECAST REINFORCED LID Y PLAN RIM ELEVATION -
(COORDINATE OPENING FRAME GRA E &.03 HOOD
WITH NCDOT 840.02) NCDOT
CONC.' CURB °< PAVEM
8" a .
VARIES
VARIES
(SEE PLANS)
6"
(TYP) INV. ELEVATION
0-
1
SECTION X-X
E
TRAFFIC RAT
REII..
FRAME SHALL BE BICYCLE SAFE
IF LOCATED IN SIDEWALK OR
PATHWAY. COORDINATE OPENING
WITH NCDOT 840.14.
Y
Y
PLAN
•'•�•
•• •- • -
VARIES
VARIES
(SEE PLANS)
°
6"
(TYP)0-
6"°
a
6.,a
i
SECTION X-X
NCDOT PRECAST DRAINAGE
STRUCTURE (NCDOT 840.45)
2 0 6"
° MIN. (TYP)
•I a �'
°
SECTION Y-Y
CAST IRON H-20
D GRATE
12" INLET AND
12" OUTLET
NV
1'-0"x1'-6"x.080" ALUMINUM HANDICAP
PARKING SIGN. SIGN TO READ
"RESERVED PARKING" WITH
IDENTIFICATION SYMBOL, BOLTED TO
STEEL TUBE WITH 3/8" CADMIUM
PLATED BOLTS, NUTS AND WASHERS.
CORNER RADIUS: 1-1/2" (TYPICAL) -
4"x4" STYP POST -
NOTES:
1. REGARDLESS OF AGE, ALL ACCESSIBLE SPACES
SHALL BE IDENTIFIED BY ABOVEGROUND SIGNS
ONLY (SEE N.C.G.S.)
2. NEW SPACES SHALL NOT USE GROUND -PAINTED
SYMBOLS.
3. ACCESSIBLE SPACES ARE REQUIRED TO BE STRIPED
OFF ONLY; BLUE COLORING IS NOT NECESSARY
NOT REQUIRED.
4. STRIPING IS WHITE ON DARK PAVEMENT; BLACK
ON LIGHT PAVEMENT. (N.C.D.O.T.)
5. CONDITION 1: PEDESTRIAN PATH DOES NOT PASS
UNDER OR AROUND SIGN. CONDITION 2:
PEDESTRIAN PATH GOES BY, UNDER, OR AROUND
SIGN.
6. STANDARD SIGN COLORS: BACKGROUND - WHITE,
LETTERING/BORDER - GREEN, FIGURE - WHITE ON
BLUE FIELD.
HAADICAPPED PARKM SK V L*7AL
tEl
MAXIMUM
PENLTY
NTS
10" MITER FOR WATER RUNOFF
4"x6" WHALERS
6"
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0
U
BEND AS REQUIRED •\,!\\,�\�\ \/
NORMAL WATER
4"x6" DEADMAN 6'
LEVEL
MIN. BELOW GRADE
2'-6"
(CONTINUOUS)
6' (VARIES)
IIINOG 0 �'
5/ 5-4
-
X ®
k 20 ROD NICOLON FILTER
5/8" 0 HOG
gNGK CLOTH
THRU-BOLT, NUT &
6„11 LOCK WASHERS (TYP.)
12"
FINISHED GRADE
4' MIN
DBL. 1"x8" SHEET PILES -
JOINTS STAGGERED
6"x6" PILINGS ® 5'-4" O.C.
NOTE
CONTRACTOR TO MODIFY BASIN TO INCLUDE SIX (6) EQUALLY ALL WOOD SHALL BE SALT TREATED
SPACED 1" DIA. HOLES DRILLED IN BASIN BOTTOM FOR MARINE SERVICES. (I.0 CCA)
12' NYOPLAST DRAM a4M BUJCFEAD DETAL
NTS NTS
1. USE 4,000 PSI CLASS CONCRETE THROUGHOUT WITH REINFORCEMENT PER
NCDOT 840.45. STRUCTURE SHALL COMPLY WITH ASTM C913
2. PROVIDE ALL DROP INLETS OVER 3'-6" IN DEPTH WITH STEPS 16" ON CENTER.
X USE STEPS WHICH COMPLY WITH STD. DRAWING 840.66.
3. MAXIMUM DEPTH IS LIMITED TO 10' FOR WAFFLE BOXES.
4. CONSTRUCT WITH PIPE INVERTS AS INDICATED ON PLANS.
5. REFER TO NCDOT STD. DWG. 840.02 AND 840.14 FOR BOX DIMENSIONS.
6. PROTECT DRAINAGE INLETS FROM SEDIMENTATION USING SILT FENCE UNTIL
STABILIZATION IS COMPLETE.
- RIM ELEVATION -
STD. 840.16 FRAME
& GRATE
SEE PLANS VAF
SECTION Y-Y
NCDOT PRECAST DRAINAGE
STRUCTURE (NCDOT 840.45)
6"
(TYP)
8' MIN
•urc
CALCULATED POINT
Imo' m
EX/PROP
CURB INLET
Q
J
E
�Oati
CONCRETE MONUMENT FOUND
®
EX/PROP
DROP INLET
O
"IRF
IRON ROD FOUND
®
EX/PROP
STORM MANHOLE
N
PK NAIL FOUND
rye
EX/PROP
STORM CLEANOUT
f� Q
1iw
R/W MONUMENT FOUND
•
EX/PROP
DRAIN BASIN
It
R/W DISC FOUND
93
EX/PROP
FLARED END SECTION
"
Rrx
EX/PROP
RIP RAP
L
----
RIGHT OF WAY
STORMWATER FLOW ARROW
c
- -
EASEMENT
tea.
EX/PROP POWER POLE
EX/PROP
DRAINAGE PIPE
W
t
EX/PROP GUY WIRE
-
-
EX/PROP
DITCH/SWALE
-��
OVERHEAD ELECTRIC
v $ J OC
J N O a
© O
EX/PROP
SANITARY MANHOLE
N
, m °D ti o m
a
- u
UNDERGROUND ELECTRIC
H
m m" 8 o i m
Z U) N y Z .¢ `o
EX/PROP
SANITARY VALVE
N °
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T
UNDERGROUND TELEPHONE LINE
o < a9
a "' y 6
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EX/PROP
SANITARY CLEANOUT
m N
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EX/PROP TELEPHONE PEDESTAL
m r m= N v E$ E z d
© ©
EX/PROP CABLE TV PEDESTAL
- SS-
EX PROP
/
SANITARY SEWER
m N ui�
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a" -0 `-'Q `'ma
EX/PROP LIGHT POLE
- FM-
NEW FORCEMAIN
0
a a Y a LL 10 1 `o a cm.-
EX/PROP FIELD LIGHT
r( X
EX/PROP
FIRE HYDRANT
f"■ HE
PROP LIGHT POLES
EX/PROP
SIAMESE CONNECTION'-
-
EX/PROP
IRRIGATION VALVE
- -10- - -
EX/PROP CONTOURS
❑ ■
EX/PROP
WATER METER
t
1467 14.67
EX/PROP SPOT ELEVATIONS
EX/PROP
WATER VALVE
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EX/PROP TREELINE
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EX/PROP
WELL
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EX/PROP
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EX/PROP FENCE
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SILT FENCE
- �
- GAS -
EX/PROP
GAS LINE
Mum am
LIMITS OF CONSTRUCTION,
HANDICAP
PARKING
EX/PROP CONCRETE
v
SIGNAGE
4
TRAFFIC FLOW ARROWS
..
EX/PROP PAVEMENT
-
WHEELSTOPS
8" UNLESS
OTHERWISE
SPECIFIED
5" CONC. OR NTS
5 7 8" 2" SF9.5A PAVEMENT
/ 6" ABC BASE
?"R 1-1/2"
2"R 5' CONCRETE PATHWAY
12" (UNLESS OTHERWISE
:a Xl" TOOLED RADIUS SPECIFIED)
\ D ,
EX. GRADE
1/4
\ /\\��\\�\\�/\\//\\/ CONOCR E/\\ SI\//\�///\��\///`//\/\ - 1=_ _ ,Ili (SEE N E 7) ° ,I Il, 1 "/ FT. (TYP)
a
STAADARD CUB AND GU17ER - - -
a
NTS a
AS NOTED
(SEE SITE PLAN)
FORM CURB SECTIONS
WITH STD. CURB FORMS J¢" PREFORMED JOINT FILLER
PAVEMENT VARIES
6x6 No. 10/10 WWM
1/4"R TOOLED EDGE
4000 PSI CONCRETE
44 WWF
SUBGRADE (95%
STANDARD PROCTOR)
1/2" a
THICK \/\✓\/\\j\\j\\j\\j\\j\\j\\j\\\\\\/\\\\\\/\ FIBER REINFORCED CONCRETE
\ (UNLESS OTHERWISE SPECIFIED)
COMPACT EXISTING
SUBGRADE TO 95%
STANDARD PROCTOR
4„ DENSITY
t NOTES:
i 1. ALL CONCRETE SHALL BE 4,000 PSI, 5" THICK, UNLESS NOTED OTHERWISE. DRIVE APRONS AND PATHWAY AT DRIVEWAYS SHALL
BE 6" THICK CONCRETE SHALL BE PREPARED IN ACCORDANCE WITH ACI 211.1, ACI 301 AND ASTM C94.
2. CONTROL JOINTS SHALL BE PLACED PERPENDICULAR TO THE EDGE OF PAVEMENT AT 5' SPACING. CONTROL JOINTS SHALL BE
SAWED.
3. EXPANSION JOINTS SHALL BE PLACED AT THE END OF EACH SECTION OF CONSTRUCTION INCLUDING THE LOCATIONS THAT
PAVEMENT ABUTS EXISTING PAVEMENT AND AT 30' INTERVALS. EXPANSION JOINT MATERIAL SHALL BE 1¢" THICK AND CONFORM TO
ASTM D 1751.
4. LONGITUDINAL SLOPE SHALL NOT EXCEED 5%.
5. A GROOMED SURFACE FINISH SHALL BE PROVIDED UNLESS OTHERWISE APPROVED BY THE OWNER.
6. TESTING SHALL BE PROVIDED BY THE CONTRACTOR.
7. REFER TO PLANS FOR SLOPE DIRECTION.
CCAK*E E SDEW" DETAL
NTS
ill
0
rn
� QJQ 0 m m
O Q � Y m O
o 0
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� N G U ri
SCALE:
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'
C202

L NARRil
BEACHMART, INC. INTENDS TO CONSTRUCT AN OUTDOOR RECREATIONAL FACILITY CONSISTING OF
8,
AND
NOTES:
A 36 HOLE MINIATURE GOLF COURSE, A GO-KART TRACK, SPIN ZONE AND A BUILDING TO
Ff M
1. 6' POST SPACING FOR
NON -WIRE REINFORCED
INCLUDE TICKET BOOTH, ARCADE, LIMITED RETAIL/SNACK BAR AND OFFICE. THE SITE IS
iyOr
LOCATED ON 3.33 ACRES LOCATED ALONG OCEAN TRAIL AND IRIVE, COROLLA, NORTH
FENCE. 8' POST SPACING
CAROLINA. APPROXIMATELY 3.45 ACRES OF THE SITE ARE TO BE DISTURBED. CONSTRUCTION IS
PERMITTED IF FENCE
SCHEDULED TO BEGIN IN THE WINTER OF 2009.
T
CONTAINS REINFORCING
:.
WIRE.
I}
2. 4' MINIMUM OVERLAP
THE SITE CONTAINS SANDY SOILS AND ELEVATIONS PRIMARILY RANGE BETWEEN 4.0 AND 9.0
REQUIRED (ATTACHED AT
FEET ABOVE MEAN SEA LEVEL (NAVD 1988). THE NORTHWEST PORTION OF THE SITE IS\\\\
\
N
POSTS) WHEN JOINING
E
PARTIALLY WOODED WHILE THE REMAINDER OF THE SITE CONTAINS NATIVE GRASSES, SCATTERED
i�// //\�//\/\
SECTIONS SILT FENCE.
TREES AND A GRAVEL PARKING AREA. AN EXISTING MANMADE POND (t 4.68-ACRE) IS LOCATED
�j\\j\\j\\j\\j\
3. SILT FENCE SHALL BE
ON THE SITE AND OBSERVED WATER LEVELS WITHIN THE POND ARE t1.5� I THERE ARE
\//\//\//\//\//\
\\//i\�/%\�/%\�/%\�/%\�//\\//\\//
TO
VARYING SOIL TYPES ON THE PROPERTY. VEGETATION ON THE COMMERCIAL AREA OF THE SITE
.'�
/\\//\��
USINGATTACHADMINIMUM OOFPOSTS
WILL BE CLEARED AS SHOWN.
WIRE OR PLASTIC TIES.
DISTURBED AREAS ARE TO BE STABILIZED WITH TEMPORARY/PERMANENT VEGETATION ACCORDING
TO THE SEQUENCE OF CONSTRUCTION.
UPLAND
PiSOIL TYPES AS MAPPED IN THE SOIL SURVEY OF CURRITUCK COUNTY:
COROLLA FINE SAND (CDB),
NEWHAN-COROLLA COMPLEX
OSIER FINE SAND (Os)
IL CON I`RUCTION SEOLIENCE:
OBTAIN PLAN APPROVAL.
FLAG OR STAKE WORK LIMITS.
HOLD PRE -CONSTRUCTION MEETING.
PFLASE Ole
INSTALL SILT FENCING.
INSTALL CONSTRUCTION FENCING AND IMPROVE EXISTING ENTRANCE.
CLEAR LOT OF EXISTING VEGETATION AS SHOWN.
PLACE FILL MATERIALS.
COMMENCE CONSTRUCTION OF NEW FACILITIES.
SEED, FERTILIZE AND WATER DISTURBED AREA TO STABILIZE.
N. SEDNWATION EROSION CONTROL_ NOTES:
1. PRIOR TO ANY LAND DISTURBING ACTIVITIES AND AFTER DELINEATION OF THE LIMITS OF
CLEARING, THE CONTRACTOR SHALL SCHEDULE A PRE -CLEARING MEETING ON THE SITE WITH
THE REPRESENTATIVE INDICATED IN THE SPECIFICATIONS INCLUDING THE OWNER,
CONSTRUCTION MANAGER, ARCHITECT, ENGINEER AND CURRITUCK COUNTY PLANNING
DEPARTMENT IN ORDER TO IDENTIFY AND MARK SPECIFIC TREES WHICH ARE TO BE
PROTECTED IN ACCORDANCE WITH SECTION 3.38 OF THE NORTH CAROLINA EROSION AND
SEDIMENT CONTROL HANDBOOK.
2. PRIOR TO COMMENCEMENT OF ANY LAND DISTURBING ACTIVITIES, EROSION AND
SEDIMENTATION CONTROL MEASURES IDENTIFIED ON THE EROSION AND SEDIMENT CONTROL
AND THIS PLAN SHALL BE INSTALLED IN ACCORDANCE WITH THE PROJECT PLANS
SPECIFICATIONS.
3. THE CONTRACTOR SHALL ENSURE THAT AREAS OUTSIDE OF THE LIMITS OF LAND
DISTURBANCE AS WELL AS EXISTING IMPROVEMENTS SPECIFICALLY NOTED FOR PROTECTION
ARE NOT ADVERSELY IMPACTED BY ANY CLEARING ACTIVITIES.
4. AREAS WHICH HAVE BEEN DESIGNATED IN THE PLANS TO REMAIN UNDISTURBED SHALL BE
IDENTIFIED PRIOR TO CLEARING. IN ADDITION TO SECTIONS SHOWN WHERE ALL VEGETATION
IS TO REMAIN, ADDITIONAL SPECIMEN TREES WITHIN AREAS DESIGNATED FOR SELECTIVE
CLEARING MAY BE SPECIFIED AND FLAGGED TO REMAIN.
5. EVERYTHING WITHIN "PROJECT LIMITS" ESTABLISHED BY ACTUAL ADJACENT PROPERTY AND
USE LINES SHALL BE CLEARED UNLESS NOTED TO REMAIN. CONTACT THE ENGINEER IF
UNCLEAR. ALL CLEARED AREAS TO BE GRUBBED AND LEVELED. ALL REMOVAL AND DISPOSAL
SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR AND SHALL BE REMOVED BY THE
CONTRACTOR TO AN OFF SITE LOCATION.
6. THE LIMITS OF LAND DISTURBANCE SHALL BE MAINTAINED AS NOTED UNLESS OTHERWISE
APPROVED. THE CONTRACTOR SHALL ENSURE THAT AREAS OUTSIDE OF THE LIMITS OF LAND
DISTURBING AS WELL AS TREES SPECIFICALLY NOTED FOR PROTECTION ARE NOT ADVERSELY
IMPACTED BY ANY CONSTRUCTION ACTIVITIES. ANY SPECIMEN TREES DAMAGED SHALL BE
REPLACED IN KIND.
7. EXPOSED SIDE SLOPES SHALL BE PLANTED OR PROVIDED WITH TEMPORARY GROUND COVER
SUFFICIENT TO CONTROL EROSION WITHIN 15 WORKING DAYS OR 30 CALENDAR DAYS OF
COMPLETION OF ANY PHASE OR GRADING, WHICHEVER IS SHORTER.
B. IF EXCESSIVE WIND EROSION OR STORM WATER RUNOFF DEVELOPS DURING TIME OF
CONSTRUCTION IN ANY LOCATION ON THE PROJECT SITE, ADDITIONAL SAND OR SILT FENCING
SHALL BE INSTALLED AS DIRECTED BY ENGINEER, SEE SAND OR SILT FENCE DETAIL.
9. SOIL EROSION AND SEDIMENTATION CONTROLS TO BE INSPECTED, MAINTAINED AND REPAIRED
AS NECESSARY.
10. PERMANENT GROUND COVER MUST BE PROVIDED WITHIN THE SHORTER OF 15 WORKING
DAYS OR 90 CALENDAR DAYS AFTER COMPLETION OF CONSTRUCTION.
11. NO BURNING IS PERMITTED ON SITE.
12. NO BORROW PERMITTED FROM THE SITE.
13. PRIOR TO THE COMMENCEMENT OF ANY EXCAVATION, THE CONTRACTOR SHALL HAVE THE
APPROPRIATE UNDERGROUND UTILITIES LOCATED.
14. ALL CONSTRUCTION TRAFFIC SHALL UTILIZE THE CONSTRUCTION ENTRANCE AS DESIGNATED
ON AIRPORT ROAD.
15. EXISTING TOPOGRAPHIC INFORMATION BASED ON THE SURVEY INFORMATION OBTAINED BY
ALBEMARLE AND ASSOCIATES, LTD.
LOCATION OF EXISTING UNDERGROUND UTILITIES SHOWN HAS BEEN TAKEN
FROM RECORD DRAWINGS. EXACT LOCATION OF THESE UTILITIES IS UNKNOWN.
LOCATION OF OTHER UNDERGROUND UTILITIES IS UNKNOWN AND HAS NOT
BEEN SHOWN ON THESE DRAWINGS. ALL UNDERGROUND UTILITIES
ENCOUNTERED SHALL IMMEDIATELY BE REPORTED TO THE CONSTRUCTION
MANAGEMENT GROUP.
SPECIES
RATE
K-31 FESCUE
3
LB/1000 SF
COMMON BERMUDAGRASS
1
LB/1000 SF
WINTER RYE GRAIN
3
LB/1000 SF
NOTE: DELETE RYE GRAIN IF OVERSEEDING ESTABLISHED RYE OR FESCUE.
DELETE FESCUE IF OVERSEEDING
ESTABLISHED FESCUE.
MAY 10 - JILY 1ST PERMANENT SETDIKi
SPECIES
RATE
K-31 FESCUE
3
LB/1000 SF
COMMON BERMUDAGRASS
1
LB/1000 SF
GERMAN MILLET
3
LB/1000 SF
NOTE: DELETE MILLET IF OVERSEEDING
ESTABLISHED MILLET OR FESCUE.
DELETE FESCUE IF OVERSEEDING
ESTABLISHED FESCUE.
AUMST 10 - API I TErPORAINY SEED10
SPECIES
RATE
K-31 FESCUE
3
LB/1000 SF
WINTER RYE GRAIN
5
1 SF
SOL AMENDMENTS
APPLY LIME AND FERTILIZER ACCORDING
TO SOIL TESTS, OR APPLY 500 LB
PER ACRE OF 10-10-10 FERTILIZER.
MUCH
USE JUTE, EXCELSIOR MATTING OR OTHER EFFECTIVE CHANNEL LINING
MATERIAL TO COVER BOTTOM AND SIDES OF SWALES. ANCHOR MATTING
PER MANUFACTURERS RECOMMENDATIONS. HYDROSEEDING IS ALSO AN
ACCEPTABLE METHOD OF TEMPORARY STABILIZATION
MAINTENANCE
A MINIMUM OF 3 WEEKS IS REQUIRED TO FOR ESTABLISHMENT. INSPECT
AND REPAIR MULCH FREQUENTLY. FERTILIZE THE FOLLOWING SPRING
WITH 50 LB/ ACRE NITROGEN.
STEEL POST
COMPACTED FILL -J
WIRE REINFORCED SYNTHETIC
FIBRE JUTE MESH FILTER FABRIC
EXTENSION OF FILTER
FABRIC INTO THE TRENCH
DIRECTION OF FLOW ,
SILT FEMCE DE%AL
NTS
EX. VEGETATION
TO REMAIN
/-- _4-
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• FOR
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MONTERAY SNORES INC.
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TIMELY MAINTENANCE MUST BE PROVIDED. y_ / / / // /�/ / / / / .�'LAW
N3f'2�--L3GA4' -1/,
g5 ACC7E T
Al
1. WASHED STONE (#4 STONE OR 2" TO 3" AGGREGATE). / a
0 OD
PAD TO BE 50'L X 20'W X 6"D AT A MINIMUM. / / / // ^� / / // / / I o Y o
2. TURNING RADIUS SUFFICIENT TO ACCOMMODATE LARGE
TRUCKS IS TO BE PROVIDED. MONTERAY SHORES, SIABDNIS/ON Z z x
3. ENTRANCE(S) SHOULD BE LOCATED TO PROVIDE FOR N/1'= /\ / / / / / / / / / / / COMMERC/AL TRACT Li
_
MAXIMUM UTILITY BY ALL CONSTRUCTION VEHICLES. EPWARp WAUDAMAN, TRIY>Tff1 / / / / o rn o 0 0
/ /
4. MUST BE MAINTAINED CONDITION WHICH WILL PARCEL Y OF LOT 3 STEWART SACKS, TRU5T7� /// SCALE:
PREVENT TRACKING ORR DIRECT FLOW OF MUD ONTO I5UcK ISLAND - TIM6lk#C II / I 7) O 7
STREETS. PERIODIC TOP DRESSING WITH STONE SHALL Pi / / / // // / / ��.
BE NECESSARY. // m (� / / / GRAPHIC SCALE
D!5 IOTA, P0. 11 30 / 0 15 30 60 120
9935 73 201 \ / / �.
;;;,,,,,,,, DD'76YP8.929^T { CONSTRUCT ON
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VE
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r
PARCEL BlXKZ6F ISLAW 3 / /� 9 ^\ ---_I \\ \ 9,\ / n 7 O
L
/ I TIMbU6R II PHASE -
UT I 5935 73 OZ31 / / \ I`f`)' - - .y_ - - - - (^'�
r CIO
CEX. VEGETATION
TO REMAIN
NORTH GAR�IW' � � � � � - �^ � -% \ G x
3a \ l/ I DEPARTMEFIi �+ f �_ ,dya�� \ ` Q cn
NOTE:
APPLICABLE AT ALL POINTS OF INGRESS &
EGRESS UNTIL SITE IS STABILIZED,
FREQUENT CHECKS OF THE DEVICE AND

1. ALL CONSTRUCTION TRAFFIC SHALL UTILIZE THE CONSTRUCTION ENTRANCE AS DESIGNATED.
2. PRIOR TO COMMENCEMENT OF ANY LAND DISTURBING ACTIVITIES, ALL EROSION AND
SEDIMENTATION CONTROL MEASURES IDENTIFIED ON THIS PLAN SHALL BE INSTALLED IN
ACCORDANCE WITH THE EROSION CONTROL PLAN.
3. THE CONTRACTOR SHALL ENSURE THAT AREAS OUTSIDE OF THE LIMITS OF LAND
DISTURBANCE AS WELL AS TREES SPECIFICALLY NOTED FOR PROTECTION ARE NOT
ADVERSELY IMPACTED BY ANY CLEARING ACTIVITIES.
4. PRIOR TO FILLING THE SITE, THE CONTRACTOR SHALL STRIP AND STOCKPILE TOPSOIL IN
ACCORDANCE WITH GEOTECHNICAL REPORTS AT THE LOCATION INDICATED. AREAS WHICH ARE
TO BE FILLED SHALL BE RAISED IN COMPACTED SEQUENTIAL LIFTS NOT TO EXCEED 8
INCHES IN DEPTH. FILL MATERIAL SHALL BE CLEAN, WELL GRADED SAND. FILL LOCATED
BENEATH PAVEMENT SHALL BE COMPACTED PER GEOTECHNICAL REPORT. TOPSOIL
STOCKPILED CAN BE USED ON SITE FOR RESPREAD UPON COMPLETION OF FILL.
5. LIMITS OF SLOPES AND GRADING SHALL BE IN ACCORDANCE WITH THE LIMITS SHOWN
HEREON.
6. EXISTING TOPOGRAPHY IS BASED UPON NAVD 1988. PROPOSED ELEVATIONS ARE BASED
UPON NAVD 1988.
DRANA0E NOTES
1. PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL CONTACT NC ONE CALL (800-632-4949) TO
LOCATE UNDERGROUND UTILITIES.
2. ALL STORM SEWERS SHALL BE PLACED IN ACCORDANCE WITH THE MANUFACTURER'S
RECOMMENDATIONS. STORM SEWERS SHALL BE SMOOTH INTERIOR, DOUBLE WALLED HDPE WITH
GASKETED CONNECTIONS UNLESS OTHERWISE NOTED.
3. DROP INLETS AND DRAINAGE STRUCTURES SHALL BE CON
STRUCTED PER NCDOT 840.
4. ALL OPEN PIPE ENDS SHALL BE FITTED WITH A FLARED END SECTION OF THE SAME MATERIAL
AND SIZE. END SECTIONS SHALL BE PROVIDED WITH TEN CUBIC FEET OF CLASS "B" RIP -RAP,
PLACED TWELVE INCHES IN DEPTH. TOP OF RIP RAP SHALL MATCH THE F.E.S. INVERT.
5. INSTALLATION OF STORMWATER MANAGEMENT MEASURES SHALL BE IN ACCORDANCE WITH THIS PLAN
AND REQUIREMENTS STIPULATED BY THE DIVISION OF WATER QUALITY STORMWATER PERMIT.
6. UPON COMPLETION OF THE WORK, THE CONTRACTOR SHALL SUPPLY A CERTIFIED AS -BUILT
SURVEY. THE SURVEY SHALL INCLUDE ALL SITE IMPROVEMENTS AND STORMWATER MANAGEMENT
FEATURES WITH ELEVATIONS.
STORMWATM MANAC ENEW MAMENANCE NOTES
1. UPON ACCEPTANCE BY THE OWNER, IT IS THE OWNER'S RESPONSIBILITY TO PROVIDE NECESSARY
MAINTENANCE SO THAT THE STORMWATER SYSTEM WILL FUNCTION AS INTENDED.
2. AFTER EVERY RUNOFF PRODUCING RAINFALL EVENT AND AT LEAST MONTHLY, INSPECT THE
STORMWATER MANAGEMENT POND FOR EROSION, TRASH ACCUMULATION, VEGETATIVE COVER, AND
GENERAL CONDITION. ALSO INSPECT THE INFLOW STRUCTURES, OUTLET STRUCTURE, RIP -RAP
AND BASIN FOR OBSTRUCTION OR DETERIORATION. REMOVE ANY BLOCKAGE AND REPAIR THE
STRUCTURE TO APPROVED DESIGN SPECIFICATIONS
3. REPAIR ERODED AREAS IMMEDIATELY, RE -SEED AS NECESSARY TO MAINTAIN ADEQUATE
VEGETATIVE COVER, REMOVE TRASH AS NEEDED.
4. CHECK FOR SEDIMENTATION WITHIN THE BASIN ANNUALLY. IF DEPOSITION OF MATERIAL IS
OBSERVED WITHIN THE SYSTEM, REESTABLISH DESIGN GRADES AS INDICATED ON APPROVED SITE
PLAN.INSPECT BASIN WALLS AND STRUCTURES TO ENSURE THAT THEY ARE MAINTAINED AT THEIR
DESIGN ELEVATIONS. IF EROSION OCCURS, REESTABLISH DESIGN ELEVATIONS AS INDICATED ON
APPROVED SITE PLAN.
5. REFER TO STORMWATER MANAGEMENT INFILTRATION BASIN OPERATION AND MAINTENANCE
AGREEMENT FOR REQUIRED MAINTENANCE OF THE INFILTRATION BASIN.
LEGEND
-- -- RIGHT OF WAY
PROPERTY LINE
FLOOD ZONE
EX POND
EX DRAINAGE PIPE
PROP DRAINAGE PIPE
to EXISTING CONTOURS
—10 PROPOSED CONTOURS
EXISTING SPOT ELEVATIONS
14.67 PROPOSED SPOT ELEVATIONS
DRAINAGE AREA
HAM EM LIMITS OF DISTURBANCE
EXISTING CONCRETE
T PROPOSED CONCRETE
- EXISTING PAVEMENT
p�1�yy�� p��.��y- � ��PROPOSED PAVEMENT
APR 1- MAY 15 PEFW)I t' SEEDNfi
SPECIES RATE
K-31 FESCUE 3 LB/1000 SF
COMMON BERMUDAGRASS 1 LB/1000 SF
WINTER RYE GRAIN 3 LB/1000 SF
NOTE: DELETE RYE GRAIN IF OVERSEEDING ESTABLISHED RYE OR FESCUE.
DELETE FESCUE IF OVERSEEDING ESTABLISHED FESCUE.
MAY 15 - ALY * PEFWIBff' BEED5I11
SPECIES RATE
K-31 FESCUE 3 LB/1000 SF
COMMON BERMUDAGRASS 1 LB/1000 SF
GERMAN MILLET 3 LB/1000 SF
NOTE: DELETE MILLET IF OVERSEEDING ESTABLISHED MILLET OR FESCUE.
DELETE FESCUE IF OVERSEEDING ESTABLISHED FESCUE.
AUMW 15 - APF;L t 7E PONANY ski
SPECIES RATE
K-31 FESCUE 3 LB/1000 SF
WINTER RYE GRAIN 5 LB/1000 SF
SOL. AA230MENTS
APPLY LIME AND FERTILIZER ACCORDING TO SOIL TESTS, OR APPLY 500 LB
PER ACRE OF 10-10-10 FERTILIZER.
MLLCH
USE JUTE, EXCELSIOR MATTING OR OTHER EFFECTIVE CHANNEL LINING
MATERIAL TO COVER BOTTOM AND SIDES OF SWALES. ANCHOR MATTING
PER MANUFACTURERS RECOMMENDATIONS. HYDROSEEDING IS ALSO AN
ACCEPTABLE METHOD OF TEMPORARY STABILIZATION
MAWiBfANCE
A MINIMUM OF 3 WEEKS IS REQUIRED TO FOR ESTABLISHMENT. INSPECT
AND REPAIR MULCH FREQUENTLY. FERTILIZE THE FOLLOWING SPRING
WITH 50 LB/ ACRE NITROGEN.
EX. VEGETATION
TO REMAIN
INV. 3.5 \
D� HE
/ �"� - - 3B 1i` 4 •
12 DB
I �
_ _
Ix /
FILTER
ELEV. f6.00' \\
\ / •11D — — — -A — —
0
\ 4_—/
o I
■
n E v
22 °
—I Y 0 O..W C p
/ m STORMWATER o� 0rn N �+ Z u�� Q [
AREA o U m '� m
m
EX. VEGETATION / y M 2 uNi E c01i E
X . a TO REMAIN / \ E 3 m o c N Q 6 o d Zi
X X % � I / ' C.
Atjl,
1,
% X
EX. VEGETATION X /% \% % — — �i IXTON Cam. \•.:: I t . ems',
TO REMAIN / \ _ — / 'w1..I^-t..i....a. '..,thJ,�..+.-J�x_h�_ .....,t,..: �•� • L
is
- - ---
PROPOSED
/ I BULKHEAD
�7(. VEGETATION s . / / / Tw
-
- L/ .. ..�..1..a .• N` t,.J r ; .Go ^., .. •.. J '/, J.l..:.? _ _ — _ J— — _ / '^./ / / ��F� I � \ "px" WA D •�
_ 2 _ -- — — — —Z — ` ✓ �/ l — / / / j / / >'' '1...I ( L \.._ "^>�� ,,.,, 1 a _"•."{,M��t.�t.t.-C.+. I SEW RVI
91,
- - - - - - �� \ _ _ - / / = \ \ s'GETAiED-.-_._�.� - "a.✓..A
/ moo— _/ —s l \ -;' _
PROPOSED ELEVATED \ / - �.. i - 6,." rk\_ 11^2
6RA!•AVA792.�....
_ _ _ / H\ \ - - - - -_ - - - WALKWAY/BRIROE i .f :e*.�.� �. ,w .� -- I —Is 1 / l
--z-,>--- \ — POND _ti. l a �\C <<�- 11//s�/ j I\' — C
/ cr EX A6`
,. v-.' •. »^• - DRARNGE PPE
--- -- — — --Z— — -- — --
—
I
INSTALL NCDOT
CLASS I RIP RAP / i 5 SPIN ZONE
(10'x10'x127 / / I �,, • `'- - O /=6.4' �:. ^ WAL(• - * ,. n, ;` « rwz.m I 0
OVER WOVEN
GEOTEXTILE / / / - •� I : `-'... 5. 00 ' z y,_...,, •w-' ° Nv: y \
I 5 � -
_
1 `
y

CUR=CK SOUND
•''\, SHORELINE AS PER
'\ P.C. "I", SL. 53... ....
\
- - APPRO CAMA WETLANDS
F.�.R.M ZONE � WETLgN�SCgMA
\
FIRM. ZONE
TIMBUCK II
SUBDIVISION \
P.C. "E", SL. 102
h
_ mow.....
R ' ZONE \ \
`.�. P h ZONE
":a iL f , 5')
M..
AE• 5'}
PROPOSED PARCEL 6
e •....� '\ ,. - MONTERAY SHORES
�• \ COMMERCIAL $ OPEN SPACE PHASE II
•'� P.C. "D" SL. 54-61
404 WETLANDS LINE '
' ) \ ACAS PER SURVEY BY (FORMERLY PARCEL ER AND
Ru„�R#. COROLLA WORSHIP CENTER PARCEL)
rE_ ,rs 1 \ STROUD ENGINEERING P.I.D.#:0116-000-003X-0000 MONTERAY SHORES
SIGNED BY U.S.A.C.E. P.C. "K", SL. 49 OWNERS
SHOR
\ PROPOSED ON 3-1-05 D.B. 343, PG. 323
MND GREEN SPACE D.B. 990, PG. 704
g
S ��, ti 616,608.3 sf / 37.112 acres _
(zoa.05e.as s1 -- COMMERCIAL AREA: 2.189 acres �•�
a.fie acres) \ < OPEN SPACE AREA: 34.923 acres -"'-
1.,,
404 WETLANDS AREA: ±24.482 acres /
I EXISTING CAVA WETLANDS AREA: t8.073 acres �..•� /
GREEN SPACE V 'PRQPp$ -
I (SEE NOTE 10) / "� �x�Olbl'IALV� AREA OF PARCEL 6 DEDICATED TO GREEN SPACE: 49,719 sf
/ ♦ \ \` tO BE ROONEOk "GB J
\ /` v v• j k '� PROPERTY LINES OF
�• Tt�,rcE�2, v•, V "COROLLA WORSHIP CENTER" \ �•'' 0°
(P.C. „G" SL. 205
D.B. 761, PG. 929) _
N/F N/F \ \ TO BE VACATED BY 05
NORTH CAROLINA BUCK ISLAND INC. \ Z RECOMBINATION WITH
TRANSPORTOATION D.B. A90, PG. 385 '\ "PARCEL 10"
D.B. 376, PG. 690
°.,
EXISTING �� \ PARCELS 04 ROSEWOOD
GREEN SPACE \ 4 - PROPOSED COURT
/ G, ' OPEN SPACE
GREEN SPACE 5,185.E sf
BUCK ISLAND INN �O..SLrO i 0.119acres
/ D.B. A90, PG. 385 ",\ '\ •'w4 ,_
\ 203
ISLAND
IVISION
3L. 245-253
- OPEN SPACE
��ji�, //��V ��V�j�� N.C.9 sf
��•J ��--li 1VL V TRAIL �l V 0.165 acres
// A��//�� I�i/�V II� ND
N.C.D.O.T. \ •
D.B. 979, PG
I
�
I�
I
11
1D
COMMERCIAL
COMMERCIAL
RESTAURANT
RETAIL &
26,950 sf
FOOD SERVICES
®
0.619 acres
79,196 sf
1.818 acres
(tCi3k�PARCEL \�
ZONED'tvW" OF _ oz
_ r COMMERCIAL\ M
30' PRIVATE R/W 9,598 sf.� 404 WETLANDS LINE m
`= -A 0.220acres AS PER SURVEY BY
e 30 TEMPORARY ACCESS EASEMENT STROUD ENGINEERING -.
m 201
'r
,.� �-----------.._/ SIGNED BY U.S.A.C.E.
D \y/
5 C' EXISTING ON 3-1-OS
GREEN SPACE "
N/F �� ^
STAN FORD M. WHITE
P.C. 'G", SL. 90 \ _. ,.....• PARCEL 9
D.B. 485, PG. 498 40' R�W \ /
COMMERCIAL \ (PRIVATE) UTILITY OPEN SPACE
PARCEL 4 /
PROFESSIONAL N/F P.I.D.#: 0116-000-003Y-0000
OFFICE & RETAIL MONTERAY PINES / \
1 RESIDENTIAL CONDOMINIUM ASSN. P.C. " ", SL. S3 /
P OPEN SPACE UNIT P.C. "G", 175 P.C. " 20 SL 3-371
\ 42,521 sf / (1,954 sf C.B. 1, PG. G. 33 P.C. "D", SL. 20-27
\ \ 0.976 acres N/F 0.04 ac) D.B. 1001, PG. 356 sf 311
\ OB GAS L.L.0 111..665 ages
\ COMMERCIAL
P.C. "G", SL. 176 PARCEL 5 331
D.B. 741, PG. 630 48 RESIDENTIAL
COMMERCIAL CONDOMINIUM UNITS 310
PARCEL 3 73,461 sf
GAS STATION 1.686 acres MONTERAY SHORES / I- _ /
FOOD SERVICE -7 3os PHASE II
& RETAIL L 48,534 sf 1 \�5� P.C. "D", SL. 54-61
COMMERCIAL 1.114 acres \ / _ -i JP 0 34s
SHOPPING CENT-R,
RETAIL, FOOD SERVICES,
& PROFESSIONAL
MONTERAY
OFFICES
166,641 sf
SHORES PLAZA
3.826 acres
PARCELS A-E
(556,926 sf
_
12.785 acres)
C
COMMERCIAL
SHOPPING CENTER,
RETAIL, FOOD SERVICES
& THEATER
239,657 sf
5.502 acres
\
A
COMMERCIAL
PROFESSIONAL
OFFICES
44,478 sf
1.021 acres
R77 345
N/F WATER
G HOLDINGS L.L.C. \ / PLANT
P.C. "F", SL. 229 �/ EASEMENT lS\ Sq�O
D.B. 662, PG. 215
OMMERCIAL
PARCEL 1
RETAIL
RESIDENTIAL zal gas WINDSWEPT
UNITS N/F �(O SOUTH COURT
46,016 sf EEPCO L.L.C. �\Vy,
.056 acres / D.B. 329, PG. 791 N/F POINT
P.C. "E", SL. 137 BANK )F CURB "UCK COURT 89
/ D.B. 265, PC. 905
COMMERCIAL \ 295
\ PARCEL 2 P.C. "E", SL. '37 za2
\ RETAIL COMMERC A_
43,343 sf BANK Or 290 291 0.995 acres CURRITUCF
283 264
33,879 s° \
0.778 acres
OCEAN T1 u[ U - N.C. n
Wca= MAP
SCALE: 1" = 2000'
rn
1 0, N L0
C
�
o�
3
�E
S U
T Z
w 0
m0 N
N >
Y
0 C14
N
- Ln
U (n
rn Y
z
V) l a;d
Oz
V z
W
z
0
z
w
V U
Z 0Z
O- F
U }V »Vli
Z �-z� OQZO
NOTES: o
1) THE PROPERTY IS PART OF THE MONTERAY SHORES P.U.D. `n a`nw�iww�3
AND IS ZONED FOR COMMERCIAL USE. ©� w��Q SS
2) 2) WATER AND SEWAGE SERVICE PROVIDED BY CAROLINA WATER SERVICE. _=Z 0�0o Nw
3) NO IMPROVEMENTS ARE PROPOSED AS A PART OF THIS SUBDIVISION mow= >z wz r0�z�w
OF LAND. �OpZwa�oo
ow Ooz-
p Q U-
a
4) SUMMARY TABLE (ALL PHASES) aw3
Q =<
o
LAND USE „o..,,,,
OPEN SPACE '�� CAR��'%
ACTIVE AND PASSIVE USES 77.686 ac Q
11.665 ac PARCEL 9 (WASTEWATER TREATMENT PLANT) o:�FEssio •.,2';
WATER SUPPLY (WELL SITES) 7.440 ac a SEAL �'• _
OPEN SPACE PARCEL 8 0.119 ac 14071
PROPOSED PARCEL 6 OPEN SPACE 34.923 oc.
TOTAL OPEN SPACE 131.833 ac - 37.07% �"l,'4OS F.
RESIDENTIAL mg3<<<
SINGLE FAMILY DWELLINGS 195.75 ac -
TOTAL RESIDENTIAL 195.75 ac - 55.05% w 3
O � V
o0
z
COMMERCIAL p F m -
MONTERAY PLAZA (PARCELS A-E) 12.785 ac a o w Z.
U
BANK 0.780 aC .' U) a Q a Z a < a
COMMERCIAL AREA NEAR WWTP (PARCELS 1-5) 5.828 oc o 0 m a, w m g w
PROPOSED COMMERCIAL AREA NEAR WWTP (PARCEL 6) 2.189 ac w a w F w N w
COMMERCIAL AREA NEAR WWTP (PARCEL 7) 0.281 ac m - as 0 0 0 o z m
Z Q Q Z Z L Z w
PROPOSED COMMERCIAL AREA PHASE III 13.760 oc p w w w w w d u
W- Z fn VI N UI N O U
z w»> 5>> p a
wp 0ww'+iww p a
TOTAL COMMERCIAL AREA 35.623 ac - 10.02% Wm m m -
~ in v\i O\n NYO •ti m
TOTAL AREA MONTERAY SHORES P.U.D. 355.60 ac(ACCEPTED)-100.00% T
mina a m
ci �Nin a in ,nnm m
P.U.D. DENSITY
TOTAL AREA 355.600 oc
COMMERCIAL AREA 35.560 ac a
TOTAL NET AREA 320.040 oc - 90.00%
0 �
RESIDENTIAL UNITS v
EXISTING PHASES I & II 384 units
EXISTING PHASE III 19 units
PROPOSED PHASE III 199 units 2
EXISTING COMMERCIAL AREA NEAR WWTP 0
PARCEL 1 2
PARCEL 4 1
PARCEL 5 48
PARCEL 6 1
52 units
t
TOTAL P.U.D. RESIDENTIAL UNITS 654 units�,,l �y
TOTAL DENSITY in P.U.Q. (654 units/312.60 cc) = 2.09 units/ac
5) THIS IS A COMPOSITE MAP OBTAINED FROM AVAILABLE RECORDED PLATS AND OTHER o
COUNTY RECORD AND IT IS NOT INTENDED FOR LAND TRANSACTIONS AND OR
CONVEYANCES. v
6) PROPERTY IS LOCATED IN F.I.R.M. ZONES AS SHOWN. A
COMMUNITY -PANEL#: 370078-9935 "J", DATED: 12-16-05.�
7) PROPERTY SUBJECT TO EASEMENTS AND COVENANTS OF RECORD. �i v
8) PARCEL 6 OPEN SPACE: ALL LANDS WITHIN PARCEL 6 NOT DESIGNATED AS PROPOSEDi
COMMERCIAL AREA ARE DEEMED TO COMPLY WITH THE REQUIREMENTS OF OPEN SPACE/
UTILITY OPEN SPACE AS REQUIRED BY THE UNIFIED DEVELOPMENT ORDINANCE (U.D.O.)
FOR THE MONTERAY SHORES P.U.D.
9) NEW PROPOSED PARCEL 6 IS TO BE THE RECOMBINATION OF THE OLD "PARCEL 10" (P.C.1 v
SL. 49) AND THE "COROLLA WORSHIP CENTER" PARCEL (P.C. "G", SL. 205).
2
10) ALL GREEN SPACE AREAS PREVIOUSLY DEDICATED TO PARCEL 10 SHALL BE REALLOCATED Ll
TO PARCEL 6 AS SHOWN.
Ce
11) GREEN SPACE AREA ADJACENT TO TIM BUCK II AS PER DRAWING BY ROBERT G. BURGIN, JR., P.E.
SHEET GS-3 DATED: 12-27-06. oy
12) GREEN SPACE ON PROPOSED PARCEL 6 (OLD "PARCEL 10", P.C. "K", SL. 49) AS PER DRAWING DATE: SCALE:
BY ROBERT G. BURGIN, JR., P.E., SHEET GS-1 R3 DATED: 9-23-08. 4-3-07 1"= too'
CHECKED: DRAWN:
CFC ALC
GRAPHIC SCALE PROJECT NO: 100 o 50 100 200
P99352
CAD FILE:
P352-ASPR11
( IN FEET ) SHEET:
1 inch = 100 ft.
1 K 1