89-14EX Town of North Topsail Beach Oversized Plans

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f
LEA F* RI GS & ASSOCIATES, INC. (c-,3o)
LAND SURVEYING - CONVENTIONAL & GLOBAL POSITIONING SYSTEYSt
LAND PLANNING & COMPUTER MAPPING
502 NEW BRIDGE STREET RECEIVED 101 SCOTTS HILL LOOP ROAD
JACKSON\ALLE, N.C. 28541
P.O. BOX 1570 —1570 SEP 26"" WILMINGTONo N.C. 28411
TELEPHONE- [phone] Dcm-mi4oC,,lTY TELEPHONE: [phone]
E—MAIL: riggsland0bilzec.mcom E—MAIL: [e-mail]
PARKING AREA DEVELOPME...N.T
ATLANTIC
SITES 1, 2, 3 & 4
S-UMP SOUND TOWNSHIP, ONSLOW COUNTY, NORT u
l�, I -,-
TOWN 0:' Nn.-/RTH TOPSAL BEACH, OWNER, D.B. 4084, P. 264 & D.B. 4`38, P. 358
TOWN OF NORTH TOPSAIL BEACH
INDEX
SHEET
1*
COVER SHEET
SHEET
2:
SITE
#1
PLAN
SHEET
3:
SITE
#2
OVERALL PLAN
SHEET
4.-
SITE
#2
PROPOSED PLAN SITE
SHEET
5--
SITE
#2
EXISTING SITE
SHEET
6:
SHEET
7-6
SITE
#4
PLAN
SHEET
8-.
DETAILS
RECEIVED
sEp � ,62014
MAPPING DATE: AUGUST 25, 2014 IDCM-MHD
DRAWN BY: J, Ht�L— M5
CHECKED BY: C,r, P--Ie5;�5
EP R-0�.IE—CT NUMBER: — 14-05-02 RECEIVE
R WILMINGT N, NG
31�r
SHEET 1 OF

THIS IS TO CERTIFY THAT THE SUBJECT PROPERTY IS LOCATED
IN FLOOD ZONE VE WHICH A
SPECIAL FLOOD HAZARD AREA AS DETERMINED
NATIONAL FEDERAL.
EMERGENCY MANAGEMENT AGENCY, AND THE
INSURANCE PROGRAM, COMMUNITY PANEL NUMBER
005
THIS AREA NOT ELIGIBLE FOR FEDERAL
FLOOD INSURANCE AS OF 11-16-90
LINE TABLE
LINE If
LENGTH
DIRECTION
L1
15,57'
N43'47'43"E
L2
19.69'
N77`47'24"E
L3
33,81'
S32'51'04"E
L4
7,91'
S36'03'32"W
L5
28,5'
S11'33'14'E
L6
23.33'
S57'40'59"E
L7
4.91'
S62'42'39"VI!
R/W
1.64
� :3
0 p
C'
ix
ziw
PROPOSED
GRADE
GR�ADEG
PROPOSED WOOD WALK
4 t 3 B
i
PROJECT NOTES
PROPOSE
1. BOUNDARY AND TOPOGRAPHIC SURVEYS WERE PERFORMED BY CHARLES F. RIGGS & ASSOCIATES, INC.
PARKING
2, PARKING AREA DEVELOPMENT PLANS ARE USED FOR OBTAINING MAJOR CMA, NC STATE STORMWATER AND EROSION CONTROL PERMITS.
3. PROJECT WALL UTILIZE ONWASA WATER FOR WATER.
NOW OR FORMERLY
ONSLOW COUNTY
4. PROJECT WILL UTILIZE PLURIS, LLC FOR SANITARY SEWER.
NDS HWY
4024 RICHLA 5. PLAN DOES NOT REFLECT FIELD VERIFICATION OF EXISTING UTILITIES, FIELD VERIFICATION TO BE PERFORMED ON SITE BY CONTRACTOR
JACKSONVILLE, NC 2540 NEW RIVER INLET , --' .-� BY CALLING THE NORTH CAROLINA ONE -CALL CENTER AT (800) 632-449 AND ALLOW THE CENTER TO LOCATE EXISTING UTILITIES
LOT 29
EXTENSION OF NORTH TOPSAIL BEFORE DIGGING.
M.B.SHE
ES 44 �,, .•-..-� 6. ELEVATIONS ARE RELATIVE TO NAVD 88.
R/W TAX ID: 778D-67 •-
VACANT y'Ai�'' ` 7. FINAL LANDSCAPING TO BE DESIGNED AND INSTALLED UNDER DIRECTION OF LANDSCAPE PROFESSIONAL,
8, PROPOSED RESTROOMS WILL BE A FLOOD PROOF PERMANENT STRUCTURE OR TEMPORARY PORTABLE RESTROOMS TO BE M08ILE,
R°i �►,'• RESTROOM BUILDING OR IF INDIVIDUAL UNITS THEN SIX FEET PRIVACY FENCE IS REQUIRED FOR SCREENING. y
9, ASPHALT MUST MEET NCDOT ROAD SPECIFICATIONS FOR COMPACTION, DENSITY & THICKNESS (SEE DETAIL).
R/W PROPOSED TO E LOCATED OUTSIDE OF R W STYLE OF GATES TO BE DETERMINED BY TOWN 0 NORTH TOPSAIL BEACH. �,\
_...._..�_...._-_�.__���.�.. _m._,__-_ .�� ��.- � 10, P OS D GATES E3 / ,
—�' S29°18'17"E 867.991-10
CURVE TABLE
=Mimi
-
-.
# t q S
r'Z i } i' "'1rr` (FI_FV',/1TI<l(`E j6 0'4-3
i.J '-.l �'4
_N5515 43 E__— — — — ______--
10.00'
1 ZONED CONS VATION
JAD t
-- / VI
NK k POST FENCE
ZONED--1�-
AREA
B � 4.887 ACRES
Y _ _ _
F � � � .-► � � / ' ` ' A.,. — ..... __ ,.. _... ,_... _.._ --^- '..' -~ ,." "..",°^ i -.., a -\ \ \ '`• ` �'_ `, �j .,.. �
o f f -- -- ` _ `"� PROPOSED GR -- _ \ ` 1.`� - _ _ _ T \
BOtRFJAiED TIM! �T \ \ t i _ ` \, ,. �. __ . ~ ` ,• \ \ \ ` FLOW
SAIL} } 1 I 7 \ 0a \ ..
\ a
1 C! \� I 1 ..,,1..,•' . f PROPOSED
' ,. ��-° -f""� ..� PARKING STOP ,/� /
(TYPICAL) r
7rl:
//
1 � • 1 •4 .. �� .7 f � }` ��J t "tc `, ,_�r�''t/. i .r �, / j l,%/,:�` _ ` .: ``-"� 4 ' f j f �./ I / / � '`.- °^^' �" � \ � ` T \. \
\ t( \ � 1t �' � f.} " r,� \ �,. E //.^,% / 5�.?f/jj , f, ",. /yF' � � ''. tea. �, 'li► � ;/"' I J/w f � � '\ ! \\ \ \ �'�� }��� •.
f I \ \ \ h Vx
\ \
Y :. - PROPOSEDr; ,�\J IANTiY t �. / - rY - r ri /" °� ~ /+ .- .r. ..� \ '\ `
\ iW ! �- PARKING > fPROPOSfA {. '
\ 1 t + ?ROPdSEO ' 74 PArS::
SPHALT , 1r f ;; x ,�. \ 'AL) ASPHALT ` �
A \ t t + I ASPHALT �' Y;. Sry '•' X
. 352$ Sq.Ft. \ SHOWER & ! \
GA T�'P 4780 Sq.Ft. \
PROPOSED TES ( r
179'x10' WOOD
To BE DETT�I��IN ;.' , � ,� �� � 1
STYLE \,, ,� ,i PLATFORM
8Y NORTHSAIL 68AG°FI � r �, /' � � T�:
' 1 �. : ,iyy1''� ."'\r •^i f s� '4 i�"' `\`
t4Fv ,. \ EIR /^ s
PROPOSED CONIS1RiiCT10f
t 4 PROPOSES} t , f
APRON6.0 �'� %,-`. , r
p cRETE-' i NOW OR FORMERLY
FALCO
LA
' �•�; t --, 1 � as
1 /•,. !♦ 9
LT 4 CIIYHOMES DR.
PIAPi
PROF7 wSITV SICA4
x.
, � (41 P 97
I �2 5 "�+ r t D.B,
\. ii
f
y� .g/
v
.�� � � cislwD
r
``-�. '. � � • z' � �, s\ / 1 � � LOT 1
s L. ASiALT %
1 1`I
j: s ! I BEACH CLUB
u�<,: NEW RIVER
1 \11 4856
�F•§JiY wlLwtdS '�.__. :5'l. M1,.,,., <,r „y:.1;•'<.<�.• { :`ti'. `.x =\:I % f
APPROXIMATE LOCATi c,P 104
S
f I
1
NOW OR FORMERLY
FALCO
LT 4 CITYHOMES DR.
PI API
D.B. 2415, P. 797
LOT 2
NEW RIVER BEACH CLUB
_ J M.B. 50, P. 104
MANHOLE & GRAVITY MAN
1:1W �a + \ \ `a 4 ,s of VACANT VACANT
! t
EXIST>rJG - r 1
— 7
t •, \_�. � .;=�� �.. °k,• € TAX ID: 778D 51 TAX ID: 7 8D--52
t GRAVEL p� `,r x l
\ W , Q E
W I ROAD OPt?SI . < \ i ASPHALT
#.
Z ASPHALT ` \" \, ; � - 4762 .Ft ` `�`
28 r Sq.Ft, l• . f _
_. NOW OR FORMERLY
7 IS THE END SMN b
�fl of ASPHALT a by PADGETT PROPERTIES
TE>W /` �' k
� THE Ti}WN STREET SYS BENCHMARK N UHVI ARK � W R� � , �� � � + � � �' \.
� ; \� � \ .\� , � _ .x. � �'. '., _� \ PO BOX 309
E.-3.02 :# JACKSONVILLE, NC 28541
X
l
.3
J
D.B.1719, 48 9
9
xt Pa
y;t Tin
�,..� ..- - - Gam! PRO �d 7ED C0N J ' f\U V r �i`�: � ,\'. , � ,:kr`\ i�`� .� ., i - J �:^ � \ \•` y\
.— .—. _ — — •-- _ ~ t \ \ �; w^ M.B. 23, P. 15
— — ROPE POST FENCE ENTRANCI` J " ,_ . - .- EIR \
r .►,,,-= VACANT
TAX ID: 778-7
00
E,AR LNG DETAIL `� STORMVYATER MANAGEMENT NOTES
LAT: 34 31 45N t r 21 27' 1. APPLICATION FOR LOW DENSITY STORMWATER PERMIT NUMBER WITH 12% IMPERVIOUS AREA
DIVISION OF COAS`"AL MANAGEMENT NOTES LONG: 77— 20--41 w 1/f � €ATURAL 1TGGETA'i]\E n 25 ANC LESS THAN 1/2 MILE MOM SA WATERS
1. ANY IMPERVIOUS SURFACE WILL BE DIVIDED BY NARROW STRIPS OF `°,, �� p.,, �,, <� �vl=�'r� TO ��c�I�.€N `„� �,� �N 2. RECEIVING STREAM NAME: ATLANTIC OCEAN IN WHITE OAK RIVER BASIN
PERVIOUS STONE AS TO LIMIT THE SQUARE FOOTAGE OF EACH AREA TO I r 1 N�6.� 3. INDEX NUMBER: 99-(4)
r^ - f
LESS THAN 5000 SF; EROSION IS LESS THAN 2 FEET PER YEAR AND 0 Z�o•a 4. S?�AM CLASSIFICATION: SB
MINIMUM SETBACK OF fi0 FEET IS USE FOR SMALL STRUCTURES. �� ~ /04 WETLANDS 5. k-L DEVELOPMENT MUST BE IN COMPLIANCE WITH THE STATE OF NORTH CAROLINA GENERAL
PERMIT - NCG 010000 EFFECTIVE ON AUGUST 3, 2011 OR SUBSEQUENT REVISIONS -SEE
2, PERVIOUS RIVER GRAVEL WITH UNIFORMED SIZE BETWEEN 3/4" TO 3" WILL N c -� �-�°� LAN MANAGEMENT pI~€NEATION /1 DETAILS SHEET
CT" TEMPORARY
NOT BE INCLUDED AS BUA, � `� IJ.--.�" r 6�,A.'8 ���Vi,,�P 7/�7/ia "
� ��� �� UsAC� 6, GRAVEL DEFINITION PER THE "TEMPORARY GRAVEL •�S RULES IN GRAVEL MEANS A CLEAN OR WASHED,
A��!ENDMENT EFFECTIVE MARCH 28, 2014
3. INTENT OF SITE GRADING LANDWARD OF THE 60' SMALL STRUCTURE e �0 , Y ADJOINER's Wood WALK LOCSE, UNIFORMLY -GRADED AGGREGATE OF STONES FROM A LOWER LIMIT OF 0.8 INCHES TO
` ai OVERHEAD DECK
SETBACK IS "DUNE REDISTRIBUTION." �• 7 � 3,5.23 ANUPPER LIMIT OF 3.0 INCHES IN SIZE. GRAVEL MEETING THIS CRITERIA IS CONSIDERED
O PERVIOUS AND EXCLUDED FROM STATE STORMWATER BUILT UPON AREA (BUA). PERVIOUS
4. PROPOSED RESTROOMS WILL BE FLOOD PROOF OR TEMPORARY PORTABLE AiiJOINI=R's NOW OR FORMERLY GFAVEL AGGREGATE SIZE TO BE DETERMINED AND APPROVED BY:
RESTROOMS WILL BE USED. COBBLESTONE DRIVE NC DER
GREENS DI'.^SION OF ENERGY, MINERAL AND LAND RESOURCES
5. THE PROJECT IS IN OCEAN ERODIBLE, HIGH HAZARD FLOOD AND INLET 10 TRELLIS CIR. LAND QUALITY SECTION: STORMWATER MANAGMENT
HAZARD AREAS AS DETERMINED BY JASON DAIL OF DCM. PEMBROKE, MA 02359-2354
AaPRvxI�ATE LOCATION TAX ID: 778D-12.1 �
APPROXIMATE MEAN HIGH WATER LINE WAS SURVEYED AS 1 FOOT (NAVD88) OF r�- DIP WATER LINE & STOR ,WATER MANAGEMENT BUA.
6 1 TUMAN 1. TOTAL PROPERTY AREA 4.887 ACRES
S GRAVEL WILL BE DETERMINED BY
7. PERVIOUSTATE STORMWATER 3944 RIVER RD. 2. LESS COASTAL WETLANDS _ 0.000 ACRES
MANAGEMENT DEFINITION —SEE NOTE IN STORMWATER MANAGEMENT NOTES, NORTH TOPSAIL BEACH, NC 28460 3, LESS SURFACE WATERS 0.000 ACRES
TAX ID: 778D-12 4. TOTAL PROJECT AREA (PA) 212895 SF 4.887 ACRES
1
LOT 12
EXTENSION OF NORTH TOPSAIL SHORES
5, g+„ �► ALLOWED = TOTAL PA * 12X
25537 SF
M.B. 23, P. 44
6. E3L' A ALLOCATION:
RESIDENTIAL
6.1. BUILDING & STRUCTURES
6.2. CONCRETE WALKS
220 SF
2483 SF
6.3. PARKING -ASPHALT
22834 SF
NCGS MONUMENT / CC
6.4. EXISTING BUA
0 SF
SMN
"TOYER NINE 2'
NORTHING: 285981.59'
6.5. FUTURE BUA
6.5.' TOTAL BUA ALLOCATION
0 SF
= 25537 SF
EASTING, 2497523,02'
DATUM: NAD 53 (2001
I /////
�\
"
s
SCALE FACTOR: 0.909052%
SITE 1
ANTICIPATED DISTURBED AREA, 36135 Sq.Ft. ` 4' r
g S�o•.�
R/W
—
s
�
EMN
^
TOTAL LENGTH OF SHORE LINE: 228.77` _ -
T �.'.�
_
—
,��
,�
--ARKING AREA DEVELOPMENT PLAN.
iFA� ' • ,
tc
�� q k A 0 TAT E,(C-73rJ,
U 0'� �� R/'
���
c�`L INTERSECTION OF
RIVER ROAD do
RIVER ROAD ExTENSTON
.,;
y
.`��i.
F O `�
BEAD
• if �1110
LAND SURVEYING -- CONVENTIONAL & GLOBAL POSITIONING SYSTEMS
LAND PLANNING & COMPUTER MAPPING
502 NEW BRIDGE STREET
P.O. BOX 1570 101 SCOTTS HILL LOOP ROAD
JACKSONVILLE, N.C. 28541-1570 WILMINGTON, N.C. 28411
TELEPHONE: [phone] TELEPHONE: [phone]
E—MAIL: riggsl0nd izec.mcom E—MAIL: riggslcnd0bizec.rr.com
TV111V Ul'- 1VVn1R ivrotiii, uLri�.ia
►= MONUMENT / CC TRACTS 1, 2 & 31 LOT RECOMBINATION FOR NEW RIVER INLET SHORES, M.B. 61, P. 133
TOWER NINE 2 RM 3"
E�AST1HING3 24M 77.4 STUMP SOUND TOWNSHIP, ONSLOW COUNTY, NORTH CAROLINA
DATUIM: NAD a3 (2001 358
SCALE FACTOR: 0.999 5257 TOWN OF NORTH TOPSAIL BEACH, OWNER, D.B. 4084, P. 264 & D.B. 4135, P.
3960 RIVER ROAD
PROPOSED ASPHALT = 22834 Sq.Ft.
PROPOSED CONCRETE = 2483 Sq.Ft.
VICINITY SKETCH
NOT TO SCALE
JUNLtZ,Z) v r rltrc €Z>t € V € cU I
BENCHMARK: SMN
r
NORTHING: 287692.61 '
FASTING: 2498507.45'
ELEVATION: 3.02'
HORIZONTAL DATUM: NAD 83 (2011)
VERTICAL DATUM: NAVD 88
J',,,1
`Sr
HORIZONTAL & VERTICAL DATUM OBTAINED
WITH TOPCON GRS USING N.C. GEODETIC
CONTINUOUS OPERATING REFERENCE STATIONS
ZONED R-10 & CONSERVATION
B-10 ZQNI.NQ SE . ACKS
FRONT = 20'
REAR = 10'
SIDE = 8'
SIDE STREET = 15'
s9'
'
TOWN OF NORTH
TOPSAIL BEACH
'CA�r
TITLE SOURIQE
D.B. 4084, P. 264 (TRACT 3)
D.B. 4138, P. 358 (TRACT 1 & 2)
S29'18'17"E
\�
672.30'
NOW OR FORMERLY
NOW OR FORMERLY
NOW OR FORMERLY
TAX ID
778D-13.1 (TRACT 3)
GRA210SI
CONEY ROGER TRUSTEE
VANN
778D-13.2 (TRACT 1)
1075 DAVENPORT PL.
7874 PROMONTORY CT.
12926 COUPLES PL.
778D-13.3 (TRACT 2)
WINTERVIL LE, Nd 28590
VIENNA, VA 22027
WALDORF, MD 20601
D.B. 2504, P. 494
D.B. 2536, P. 174
D.B. 1881, P. 838
RESIDENTIAL
RESIDENTIAL
LOT 4
REEEREN=
TAX ID: 778D-53
TAX ID: 778D-53.1
NEW RIVER BEACH CLUB
D.S. 4084, P 264
M.B. 50, P. 104
RESIDENTIAL
D.S.4138, P. 358
TAX ID: 778D-54
FEND
M.B. fit, P. 133
CC =
CONTROL CORNER
ECM
EXISTING CONCRETE MONUMENT (FOUND)(CONTROL CORNER)
EIP =
EXISTING IRON PIPE (FOUND)
E1R =
EXISTING IRON ROD (F'aUND)
EROSION AND SEDIMENT CONTROL NOES
EMN v
EXISTING MAGNETIC NAIL (FOUND)(CONTROL CORNER)
1,
LAND DISTURBANCE = 0.83 ACRES
EPK =
EXISTING PARKER—KALON NAIL (FOUND)(CONTROL CORNER)
ERRS =EXISTING RAILROAD SPIKE (FOUND)
2.
ABIDE BY REVISED NPOES PERMIT EFFECTIVE AUGUST 2, 2011 FOR THE NEW STABILIZATION TIME
MBL =
MINIMUM BUILDING LINE
FRAMES. NO NEW SLOPES STEEPER THAT 3:1 ARE DESIGNED.
NMP =NON
MONUMENTED POINT
R/W =
RIGHT OF WAY
3.
SEE DETAILS_ SHEET FOR VEG TA33VE PLAN, , QQNSTRUCTION SEQUENCE AND EROSION CONTROL.
SCM =
SET CONCRETE MONUMENT (CONTROL CORNER)
MAINTENANCE PLAN
SIP =
SET IRON PIPE
4.
CLEAR AND REMOVE FROM SITE ALL TREES, ROOTS, ROOT MAT, ETC. FROM THE AREA "THIN
SIR =
SMN
SET IRON ROD
SET MAGNETIC NAIL (CONTROL CORNER)
DESIGNATED CLEARING LIMITS
SPK =
SET PARKER-KALON NAIL (CONTROL CORNER)
5.
CONTRACTOR SHALL BE RESPONSIBLE FOR CLEANING AND RESTORING TO PRE -CONSTRUCTION
q =
CENTERLINE
CONDITIONS ANY AREAS OUTSIDE THE PROJECT UMITS THAT MAY INADVERTENTLY BE DAMAGED
Ili =
WATER METER
DUE TO THE FAILURE OF THE EROSION MEASURES BOTH DURING AND AFTER LAND DISTURBING
=
FIRE HYDRANT
ACTIVITIES HAVE BEEN COMPLETED.
wv
pQ -
WATER VALVE
6.
CONTRACTOR SHALL CONTINUE TO MAINTAIN PERMANENT AND TEMPORARY EROSION CONTROL
MEASURES UNTIL FINAL INSPECTION AND APPROVAL BY NCDENR-DIVISON OF ENERGY, MINERAL
=
SANITARY SEWER MANHOLE
AND LAND RESOURCES, LAND QUALITY SECTION, IF REQUIRED.
Co =
CLEAN OUT
7.
FIELD CHANGES MADE THAT AFFECT TEE PERMITTED EROSION CONTROL PLAN, INCLUDING
PH =
TELEPHONE PEDESTAL
STORMWATER CHANGES. SHALL. BE THE RESPONSIBILITY OF THE CONTRACTOR TO ENSURE THE
@ =
TELEVISION PEDESTAL
SITE IS BROUGHT INTO : -_MPLIANCE W -1-1 NCDE:NR—DE ALR LAND QUALITY SECTION.
F'o =FIFER
OPTIC CABLE MARKER
8.
ANY BORROW MATERIAL FROUGHT ONTC SITE �AUST BE FROM A LEGALLY OPERATED LANDFILL
=
LIGHT POLE
REGULATED BY THE DID"S �N OF WASTE MANAGZMENT OR LANDFILL REGULATED UNDER THE
=
POWER POLE
MINING ACT OF 1971.
_�,
IN
MI=
ELECTRIC
TRICTRANSFORMER
9.
ANY EXCESS MATERIAL REMOVED FROM SITE MUST BE HAULED TO A LEGALLY OPERATED
X7.S =
EXISTING SPOT ELEVATION
LANDFILL REGULATED BY THE DIVISION OF WASTE MANAGEMENT OR LANDFILL REGULATED UNDER
F7—.37 =
PROPOSED SPOT ELEVATION
THE MINING ACT OF 1971.
=
EXISTING POST SIGN
10.
CONTACT PERSON RESPONSIBLE FOR EROSION CONTROL MEASURES:
=
PROPOSED TRASH CAN
CHARLES F. RIGGS & ASSOCIATES, INC.
BIKE =
PROPOSED BICYCLE RACK
MR. CHARLES F, RIGGS
PT -
PROPOSED PORTABLE TOILET
502 NEW BRIDGE STREET
FK-o--Dl =
PROPOSED "KEEP OFF DUNE" SIGN
JACKSONVILLE, NC 28W
s =
PROPOSED "STOP" SIGN
PHONE: [phone]
=
PROPOSED STORMWATER FLOW
STUART
LOGGERHEAD MANAGER
COURT
2008 GRAPHIC SCALE
NORTH TOPSAIL BEACH, NC 28460
PHONE: [phone] J
rINAL- 12P,,A MNa
NOr kLt�AS5ri irOP CON57�'LJCV6?N
0
( IN FEET } RECE'r'ED
i inC = 34 ft. SFP 0 6 201,
ACTUAL FIELD SURVEY DATE: JUNE 30, 20� 01-MHD CI
MAPPING DATE: AUGUST 25, 2014
DRAWN BY: J, Ht—�L- M
CHECKED BY: C,F,
FIELD BOOK: 830 PAGE: 15
SHEET 27 I#
0

NCDOT_ N OWES
1, MAINTENANCE FOR EASEMENTS OUTSIDE OF NC DEPARTMENT OF
TRANSPORTATION RIGHTS -OF -WAY ARE THE RE PONSIBILTY OF THE
PROPERTY OWNER (or HOA).
2. THERE SHALL BE NO ENCUMBRANCES WITHIN THE NCDOT RIGHT-OF-WAY.
3, ONLY NCDOT APPROVED MATERIALS ARE TO BE USED WITHIN THE
RIGHT-OF-WAY.
4. PAVEMENT MARKINGS MUST BE PREMARKED, INSPECTED AND APPROVED BY
NCDOT TRAFFIC SERVICES PRIOR TO FINAL PAVEMENT MARKINGS. CONTACT
NCDOT TRAFFIC SERVICES AT [phone].
5. ALL TRAFFIC IMPROVEMENT WORK BETWEEN MEMORIAL DAY AND LABOR
DAY WILL BE NIGHT WORK ONLY.
6. ALL TRAFFIC CONTROL SHALL FOLLOW MANUAL ON UNIFORM TRAFFIC
CONTROL DEVICES (MUTCD).
7, PROPOSED STRIPING FOR CROSSWALKS ACROSS NEW RIVER INLET ROAD TO
BE APPROVED AND INSTALLED BY NCDOT.
8♦ PROPOSED STRIPING ON MULTIUSE PATH CROSSING NEW DRIVEWAYS SHALL
BE INSTALLED BY TOWN OF NORTH TOPSAIL BEACH AND SHALL MEET
NCDOT APPROVAL / STANDARDS.
R/W
C/L INTERSECTION OF
NC HIGHWAY 210 &
R/W
ANEW RIVER INLET ROAD
\ NMP
NOW OR FORMERLY
GHABRA ='`'•�r},'
540 LEOPARD RD. _
BERWYN, PA 19312
D.B. 4071, P. 701
LOT 1
OCEAN SOUND VILLAGE ; ; �} -/ ow: w,'
M.B. 32, P. 47 _� _ ;f',• {,Ili = ; ;,'
RESIDENTIAL USE j
TAX ID: 7688--1
STORMWATER MANAGEMENT NOTES
1. APPLICATION FOR LOW DENSITY STORMWATER PERMIT NUMBER WITH 12%
IMPERVIOUS AREA AND LESS THAN 1 /2 MILE FROM SA WATERS
2. RECEIVING STREAM NAME: ATLANTIC OCEAN IN WHITE OAK RIVER BASIN
3. INDEX NUMBER: 99�-(4)
4. STREAM CLASSIFICATION: SB
5. ALL DEVELOPMENT MUST BE IN COMPLIANCE WITH THE STATE OF FORTH
CAROLINA GENERAL PERMIT - NCG 010000 EFFECTIVE ON AUGUST 3, 2011
OR SUBSEQUENT REVISIONS - SEE DETAILS SHEET
6, GRAVEL DEFINITION PER THE "TEMPORARY GRAVEL RULES IN EFFECT"
TEMPORARY ADMENDMENT EFFECTIVE MARCH 28, 2014 STATES "GRAVEL
MEANS A CLEAN OR WASHED, LOOSE, UNIFORMLY --GRADED AGGREGATE OF
STONES FROM A LOWER LIMIT OF 0.8 INCHES TO AN UPPER LIMIT OF 3.0
INCHES IN SIZE, GRAVEL MEETING THIS CRITERIA IS CONSIDERED PERVIOUS
AND EXCLUDED FROM STATE STORMWATER BUILT UPON AREA (BUA).
PERVIOUS GRAVEL AGGREGATE SIZE TO BE DETERMINED AND APPROVED
8Y:
NC DENR
DIVISION OF ENERGY, MINERAL AND LAND RESOURCES
LAND QUALITY SECTION: STORMWATER MANAGMENT
STORMWATER MANAGE ENT BUA
1, TOTAL PROPERTY AREA
2. LESS COASTAL WETLANDS
3. LESS SURFACE WATERS
4. TOTAL PROJECT AREA (PA)
525,649 SF
5. BUA ALLOWED = TOTAL PA * 12% -
63,078 SF
6. BUA ALLOCATION:
6.1. BUILDING & STRUCTURES
0 SF
6.2. PARKING -ASPHALT & ABC STONE
37,733 SF
6.3. EXISTING BUA
25,119 SF
6.4. FUTURE BUA
226 SF
6.4.1. TOTAL BUA ALLOCATION -
63,078 SF
12.067 ACRES
0.000 ACRES
•-• 0.000 ACRES
-� 12.067 ACRES
ROSION AN SEDIMEN 0 0 ES
1. LAND DISTURBANCE -� C6 ACRES
2. ABIDE BY REVISED NPDES PERMIT EFFECTIVE AUGUST 2, 2011 FOR THE NEW STABILIZATION
TIME FRAMES. NO NEW SLOPES STEEPER TTIAT 3:1 ARE DESIGNED,
3,
4. CLEAR AND REMOVE FROM SITE ALL TREES, ROOTS, ROOT MAT, ETC. FROM THE AREA
WITHIN DESIGNATED CLEARING LIMITS.
5. CONTRACTOR SHALL BE RESPONSIBLE FOR CLEANING AND RESTORING TO
PRE -CONSTRUCTION CONDITIONS ANY AREAS OUTSIDE THE PROJECT LIMITS THAT MAY
INADVERTENTLY BE DAMAGED DUE TO THE FAILURE OF THE EROSION MEASURES BOTH
DURING AND AFTER LAND DISTURBING ACTIVITIES HAVE BEEN COMPLETED.
6. CONTRACTOR SHALL CONTINUE TO MAINTAIN PERMANENT AND TEMPORARY EROSION
CONTROL MEASURES UNTIL FINAL INSPECTION AND APPROVAL BY NCDENR-DIVISON OF
ENERGY, MINERAL AND LAND RESOURCES, LAND QUALITY SECTION, IF REQUIRED.
7. FIELD CHANGES MADE THAT AFFECT THE PERMITTED EROSION CONTROL PLAN, INCLUDING
STORMWATER CHANGES, SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO ENSURE
THE SITE IS BROUGHT INTO COMPLIANCE WITH NCDENR-DEMLR LAND QUALITY SECTION.
8. ANY BORROW MATERIAL BROUGHT ONTO SITE MUST BE FROM A LEGALLY OPERATED
LANDFILL REGULATED BY THE DIVISION OF WASTE MANAGEMENT OR LANDFILL REGULATED
UNDER THE MINING ACT OF 1971.
9. ANY EXCESS MATERIAL REMOVED FROM SITE MUST BE HAULED TO A LEGALLY OPERATED
LANDFILL REGULATED BY THE DIVISION OF WASTE MANAGEMENT OR LANDFILL REGULATED
UNDER THE MINING ACT OF 1971.
10. CONTACT PERSON RESPONSIBLE FOR EROSION CONTROL MEASURES:
CHARLES F. RIGGS & ASSOCIATES, INC.
MR. CHARLES F. RIGGS
502 NEW BRIDGE STREET
JACKSONVILLE, NC 28540
PHONE: [phone]
STUART TURILLE, TOWN MANAGER
2008 LOGGERHEAD COURT
NORTH TOPSAIL BEACH, NC 28460
PHONE: [phone]
AREA
52 649 Sq.Ft.
12,067 ACRES
•
2. PERVIOUS RIVER GRAVEL WITH UNIFORMED SIZE BETWEEN 3/4- TO 3- WILL
NOT sINCLUDED AS r.
3. INTENT OF SITE GRADING LANDWARD OF THE 60' SMALL STRUCTURE SETBACK
IS "DUNE REDISTRIBUTION,"
4. PROPOSED PORTABLE RESTROOMS WILL BE USED,
5. APPROXIMATE MEAN HIGH WATER LINE WAS SURVEYED AS 1' FOOT (NAVD88).
6. PERVIOUS GRAVEL WILL BE DETERMINED BY STATE STORMWATER MANAGEMENT
DEFINITION - SEE NOTE IN STORMWATER MANAGEMENT NOTES.
7. THE PROJECT IS IN OCEAN ERODIBLE AND HIGH HAZARD FLOOD AREAS AS
DETERMINED BY JASON DAIL OF DCM.
COASTA MANAGEMENT:
EXISTING GRAVEL PARKING = 25119 Sq.Ft.
PROPOSED ASPHALT ENTRANCE APRONS = 1826 Sq.Ft.
PROPOSED TOTAL IMPERVIOUS SURFACE 62852 Sq.Ft,
PROPOSED IMPERVIOUS AREA 12.0%
ANTICIPATED DISTURBED AREA: 100452 Sq.Ft.
TOTAL LENGTH OF SHORE LINE: 2410.5'
R/W � R/W
%- CL_
I
OIL
SMN EXISTING PARKING AREA NEW PARKING AREA 0
5 OF 8) (SHEET 4 OF 8) >_ �
(SHEET SEE SHEET SEE SHEET LLJ
g SOFB 40F8 cy-�
PROPOSED STRIPING TO BE I
APPROVED & INSTALLED BY NCDOT 0
0
i� d49lb1,
Itt) l vr
f_-' (' .�pUBL�C� �... _ WATS OF
I]ISTURSANCE NEW ENTRANCE2LR/W
„ �•�r .�.
� � L ..---~ �-�----- -°► �-----• -. NEW ENTRANCE �3 L29�
i` ..--�-.,- .►�---- ` .�"'.-'-'- ------- •- _ SMN I4s6#24'03 E EMN
SMN VA1E .------° t4C ....----� = _~_�17 __ - - -L1 - L19 -L --. ^°'1N --- __v_. , _._._ _ Xl'l T`
' 453 40'
` r, - kFt l-'-�, r L
A- „�.�
`---� BENCHMARK% ._--- NE .-.. L1 - _ -L21M -
� � .� - 6 _,.�._""-" L22 - - _ L27 L28 ..
co I ,.,,,,.,., - -- 5 .. �- , ..., „� ..... ._�.. _ _..,.. €._,...._,�-.€.,. �. _ _ __. w_., _ _ - L23 L25-•----- �',.,26 R/W I_L; ` i..t , I t : V
I('} ''�-- EL=618' -- L ...,e. EIR - t r
w
..� �` L24
E ¢ ( •� ,�„� �,..•• ." - ��,,,. a■ r• i ®� �+� �� +wns -.� +•r awe .r ...� w ..�. - S09'31 1 } j L` ; s ,1 -
- I iS 40 jj
_ ,
��
,
�r r . 3 .,:
_
y�.. (€. h ..� . _ _ tr
F l
P LIMITS OF
S tC' STONE DISTURBANCE _
c AecV - -. _ ZONE
_ _ - NOW OR
_.. aria .Ia�. , ..... , _ sT:. �..� • _ _ _ - -- _ -.-- -- --_ _ FORMERLY
9 yq
'' AT�C -J-
_ - _ as 366s,
,. s .pt. .,: , _ , s .. _ , _ .. �a... .sp•yA g}spj-.• . .... _ j
LOCIF t j(- S{�)[J ;(�y�j
�► _ 3 i T of 1A i, - xFr•� 1 11 // 1 Y I ' V i GI R V LAM [/�j
.. ,, _ � < . fit. - :: - ,-_ J 49b1 ,Ft 4 .
3 -
_ r,
2 ,.
_ 4
L - wrrr �� ash VIQ ; t_ .. , s ,
iLIVJ"IIR1 GRAYQ.- _ . .v.. r h r •%
_ _ r , f ! , , 735 HEATHERGATE DR.
_. , , �• PARKING L9 CF' .. .. �,,,, .....F ..�- -"r -.. f . - - � -. �� . f: P� _ ,
.r
�Eft�ati' re
2s s o_ ALL STRUCTURE SETBACK , _ _ _ �..... - - ->- _ TSBURG _ s4 � 1j ��.� .- _ C�! . -., H PA 15238
- N '251
l I
.... :.mot t ......w�. �.... ...... .www .� �r.w .wow. ..ter �LTS
EXI i f ++.. w+SAND` .i 1 hLI r - -AVEL , '" LR+I11`$�OFmow- r- �,IF ,1�_ � � �: .� � _ I LOT 9
-
-. ...
._ 'CRYSTAL
_ V
.- - SHORES
CM+tA C1R5 Lit3E OF _ . -SECTION I
EIR
k ry
t .,:a.w .w,n i .r.iw._. - .._ .-.. .- _--._,._. _. .- ._ .. .. .. /
f �. __.. ,,. ,., . „wriiiY vW,w. ' _ . . , .. •w�R_ .+�� _ .. r.w,. ,rerw. - /
I"' .r .. - _.,fir twlrr - . -.. , .. - _ -.. _ -
I v 1 _.. 1. ,ECM .. _ .�. ww..nw .. .. ,.': ,.,wr .. .., .. ._ -. .. ... ,.. :. BY .. ,. - - , _.
FLSI'I YIn
rt 'Z;, xl?wft E rLOiN) L Ij
APPROXIMATE MEAN HIGH WATER LINE
ELIVATIOI+I 1,0' NAVI} $a
L_
LINE TABLE
LINE #
LENGTH
DIRECTION
L1
58.73'
S83'24'16"E
L2
94.32'
S85'47'48"E
L3
108, 6 9'
S89'59' 20"E
L4
34.47'
N83'33'12"E
L5
20.00'
N08`46'40"W
L6
68.68'
N81613'20"E
L7
95,93'
N74'08'44"E
LB
97.97'
N67'21'47"E
L9
95,60'
N60'05'26"E
L10
33.55'
N55'18'36"E
L11
60.91'
N51'30'32"E
L12
96.17'
N48'25'28"E
L13
91.93'
N47'54'44"E
L14
97.24'
N47'59'48"E
L15
160.60'
N49'05'00"E
L16
91.82'
N52'2842"E
L17
94.54'
N55'34'44"E
L18
100,60'
N58'37'36"E
L19
97.41'
N60'30'09"E
L20
95.31'
N60'21'39"E
L21
94.76'
N60'26'43"E
L22
96.23'
N60'33'03"E
FLSNVrN����
____
- 5•. A --- -
- � �..F.i®'rR�B®R
4 $/13/14-S� _ JAI)
N 5/13 113/14 STOINrtlFFE
V V �+i
�- - - - _ � FL NV
_8 2s 1_ / i�
�
0)
_ - - - - - • •-4
}#'
ritrt S-E R 0('* 1� P
. RESIDENTIAL IAL USE
V_ ,... _
.... _
JAI)_ .. :_ . .__,._T__ -- -...JAD
JAtJAD
V
E �/Lv1Tp...�-
.
$0 STORUWATER IAF ER
...-._,._. _.
TADQ JAD 6/2_e..._.
/
J
6/24
TAX ID: 775 -43
JA
S58'49' 33"W 490. 47' s �, : , ,3..._
55 07 01 W 269,36 S57 05 43 W 265,76 •43
.._- .. -... _ .,...•. .,
L391 L38 L37 L3fi L35
_ . _ ,._._
1 ---- ---
Lac;
APPROXIMATE MEAN HICH WATER LINE G ` � `• ; I ,-
•--- --_ �.... - ....- •- ,.. - .1 1
L42 LQ1 L40
L34 L33 L32 L31
ELEVATION 1.0' NAVD 6$
LINE TABLE
LINE #
LENGTH
DIRECTION
L23
97,09'
N59'42'19"E
L24
103.87'
N57`48'27"E
L25
96.48'
N56`15'56"E
L26
101.05'
N55'36'11 "E
L27
126.95'
N5503338"E
L28
57.33'
N5813'43"E
L29
15.03'
N58'1343"E
L30
109.09'
S61655'04'W
L31
94.77'
S52'30'01 "W
L32
92.51
S58'30'26"W
L33
91.04'
S56'33'09"W
L34
95,78'
S60'39'42"W
L35
186.95'
S59003'35"W
1_36
93.44'
S60'21'35"W
L37
94.64'
S57'32'47"W
L38
94.55'
S58'59'01 "W
L39
89.92'
S57'08'47"W
L40
94.24'
S52'30'25"W
L41
91.03'
S58'08'53'W
L42
94.23'
S59'5536"W
L43
62.73'
S70'51'43"W
ATLANTIC OCEAN
EXISTING GRAVEL PARKING = 25119 Sq.Ft.
PROPOSED ENTRANCE APRONS = 1826 Sq.Ft.
(ASPHALT OR CONCRETE)
PROPOSED ABC STONE DRIVE - 35907 Sq.Ft,
4
C. (C- 730
10 �� . u� •.•� ,.
SYSTEMS, s FRANG,g`,`�*
!lII1�
PROPOSED PROPOSED
CROSSOVER E - F CROSSOVER C - D
PROJECT NOTES
1. BOUNDARY AND TOPOGRAPHIC SURVEYS WERE PERFORMED BY CHARLES F. RIGGS & ASSOCIATES, INC.
2. PARKING AREA DEVELOPMENT PLANS ARE LSED FOR OBTAINING MAJOR CAMA, NC STATE STORMWATER,
EROSION CONTROL PERMITS AND NCDOT DR VEWAY PERMIT.
3. PROJECT WILL UTILIZE ONWASA WATER FOR WATER.
4. PROJECT WILL UTILIZE PORTABLE RESTROCM SERVICE FOR SANITARY SEWER.
5. PLAN DOES NOT REFLECT FIELD VERIFICATION OF EXISTING UTILITIES. FIELD VERIFICATION TO BE
PERFORMED ON SITE BY CONTRACTOR BY CALLING THE NORTH CAROLINA ONE -CALL CENTER AT (800)
632-4949 AND ALLOW THE CENTER TO LOCATE EXISTING U71UTIES BEFORE DIGGING.
6. ELEVATIONS ARE RELATIVE TO NAVD 88
7. FINAL LANDSCAPING TO BE DESIGNED AND INSTALLED UNDER DIRECTION OF LANDSCAPE PROFESSIONAL
8. PROPOSED RESTROOMS WILL BE A FLOOD PROOF PERMANENT STRUCTURE OR TEMPORARY PORTABLE
RESTROOMS TO BE MOBILE RESTROOM BUILDING OR IF INDIVIDUAL UNITS THEN SIX FEET PRIVACY FENCE
IS REQUIRED FOR SCREENING,
9. PROPOSED WOOD CROSSOVERS TO BE DESIGNED BY- OTHERS.
SITE #2 - OVERALL
BARKING AREA DEVELOPMENT PLANS
FOR
TOWN OF NORTH TOPSAIL BEACH
PORTION OF TRACT 3, D.B. 2159, P. 864
STUMP SOIJr4 D TOWNSHIP, ONSLOW COUNTY, NORTH CAROLINA
G & L C PI -AL HOLDINGS, LLC, OWNERS, D.B. 2159, P. 864
NEW RIVER INLET ROAD
(SOUTHVvEST OF CRYSTAL SHORES OSPREY COURT)
ATLANTIC OCEAN
PROPOSED
CROSSOVER A - 8
FIN �A W
yOTE
BENCHMARK: SMN
NORTHING: 273800.73'
EASTTNG: 2475741.18'
ELEVATION: 6.18'
HORIZONTAL DATUM: NAD 83 (2011)
VERTICAL DATUM: NAVD 88
HORIZONTAL & VERTICAL DATUM OBTAINED
'81-H TOPCON ORS USING N.C. GEODETIC
CONTINUOUS OPERATING REFERENCE STATION
OMERS
G & L HOLDINGS, LLC
A NORTH CAROLINA LIMITED
LIABILITY COMPANY
TITLE - SOURCE
URCE
G.B. 2159, P. 864
?AX ID
,68-7
REFERENCES
tD,8, 2159, P. 864
D.B. 4080, P. 109
LEGENDL
CC = CONTROL CORNER
ECM EXISTING CONCRETE MONUMENT (FOUND)(CONTROL CORNER)
EIP = EXISTING IRON PIPE (FOUND)
EIR = EXISTING IRON ROD (FOUND)
EMN = EXISTING MAGNETIC NAIL (FOUND)(CONTROL CORNER)
EPK = EXISTING PARKER-KALON NAIL (FOUND)(CONTROL CORNER)
ERRS = EXISTING RAILROAD SPIKE (FOUND)
S MBL = MINIMUM BUILDING LINE
NMP NON MONUMENTED POINT
R/W = RIGHT OF WAY
SCM = SET CONCRETE MONUMENT (CONTROL CORNER)
SIP SET IRON PIPE
SIR = SET IRON ROD
SMN = SET MAGNETIC NAIL (CONTROL CORNER)
SPK = SET PARKER--KALON NAIL (CONTROL CORNER)
( = CENTERLINE
®= WATER METER
= FIRE HYDRANT
m WATER VALVE
SS - SANITARY SEWER MANHOLE
Co = CLEAN OUT
= TELEPHONE PEDESTAL
= TELEVISION PEDESTAL
F4 = FIBER OPTIC CABLE: MARKER
= LIGHT POLE
` = POWER POLE
= GUY WIRE
- = POWER LINE
= ELECTRIC TRANSFORMER
SINGLE POST SIGN
- = DOUBLE POST SIGN
RAPHIC SCALE
100 0 a0 100 200 400
( IN FEET )
i inch = 100 ft.
ACTUAL FIELD SURVEY DATE: JUNE 30, 2014 SFP
MAPPING DATE: AUGUST 25, 2014 DCMWHI
DRAWN BY: �J, H ---l-M5
CHECKED BY: C,r, �'l C i5
FIELD BOOK: 83 , PAGE:_
SHEET -05 # a
CI�
Y p
TI
K)
r- m
_K0
Z J C
Oa
z
C�

Irk
It"22 L
rn f
EXISTING
MULTI -USE PATH
NEW ENTRANCE #1
.� 5�
PRO�'E�TY Lk E �
(AsP ,
PROPOSED NEW PARKING 217 SPACES
- ------------
ao
(L
{ PROPOSED <{
1Vx10' DECK 8e WOOD WALK ! {
WATER SPIGOT {
F C 20.0
z EXISTING
GRADE
PROPOSED STRIPING FOR MULTIUSE PATH CROSSING
0 NEW DRIVEWAY CONNECTION SHALE. BE INSTALLED
BY TOWN OF NORTH TOPSAIL BEACH AND SHALL
r"00101 MEET NCDOT APPROVAL / STANDARDS.
PROPOSED STRIPING TO BE APPROVED & NEW ENTRANCE #2
INSTALLED BY NCDOT PROPOSED--- .... " " "'�. .."` "_"-'.. ---- CONSTRUCTION -�
YM
TH'OALL
AO_
ATLANTIC OCEAN
VICINITY SKETCH
NOT TO SCALE
CID
$ �� <
I { l;
Q PROPOSED {� R/W
WOOD WALK
a
I:L' •� 10'x10' DECK do {
WATER SPIGOT,` U
- >%
m
12 16. i 8.0 a-
Z '>- CL
PROPOSED ST1tlP%4 FOR MULTIUSE PATH CROSSING � <
NO DRWWAY CONNECTION SHALL BE INSTALLED
V T WM Of NORTH TOPSAIL BEACH AND SHALL CL
MEET NI APPROVAL / STANDARDS.
ENTRANCE 24'
26' RADIUS (TYPICAL) -� SPEED �� ��� �� �'� ®""i• '"`""" -.-----•�°- tEDOE OF ASPHALT -.�.. - (TYPICAL) PROPOSED 45
-- -r„� 56fi'� . y ` '_ ..� ASPHALT _ LN�AIT
t _--" .-..�_` SMN
589
--IMtiLTt..USE PATI�I L17 L1 8 L19
VIM
EXISTING MULTI -USE PATi•I
PROPOSED
E 14CE
IN56'24'03'E 463.40' -
w
NEW ENTRANCES (I i-'Y' ''(-- h ' . t''- %',' t
PROPOSED
'MALT APRON
154'
TT I3SE PATH L28
R/W
i
i
LR/W
MN I
1p1 PROPOSEDIXN r �r warMr �.� ...� .r..r ®... awe +ram mower ��� _ _ -L22° �i F Ti.�J l lt�iti
R W------" ,�.. ,�..; __ - _ _ _ _ _ _ - _ _ _ L23 L24 L25 P L2 _ _ _ JE#R/
ASPHALT APRON - p� _ _ w
.� �� r r� Vito �S ••M/� �r� �� �,., �� \ y "' w �rh rLj-��L,yr'tyM�yr /// , { , ,f.
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4-
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K"
PROPOSED _, ._: y , 4949_. ....� � �.., PERVIOUS „-- -� Ld
CTION �- I 1 1 A L .- --- ✓PROPOSED ROPE '. DISTURB
CONSIRU
I ..� .r.,.._,, ,y `-- - POST Fp4CE /ENTRANCE / - KOD # _ _ _
PROPOSED ROPE I LIMITS OI: KOD _ _ �. .."� �+-dw,w,-��._+ .�.,. '" �=• - r- -^ ! r- ! -� -� _ - -' \.. -�
.4 .. �+" 1 & POST FENCE DISTURBANCE
�---�- �- -..,_ ..�..1�►ciOrDK-.�;. r(;� t i��Y
SMN __ . __ _ _ _ _ v__ _ _ --
''ro 0 A S iEi _ $•fl ..•► - - -- - CAMA 60' SMALL STRUCTURE SETBACK .._,-_ �.. � � -' S MAlii ` // ��^ `` "" .'° .. _ E --�- " w '" t� -=` ~'
-.. - ''�"� I j ` a , _ -- - `' RESIROOM +.� '' \ "' ""' -_� ..--;_.-.. r - ��-~ .� -
BENCHMARK _.. -- - PR �g ir, ,_.. _ - -
.r�.'a �..i �� w� ..i: �. .�.� r rrrr �r.r ww� .rr+ r a �wnw. ,.ram �� wwe.w ai ..� ��" was -r-iG . ..e ` , ;ii' .;�"`i ! - +�� . ,ems: ..rrw,e- ,,,,r •r �., .s-.r ram• \ �" \ ..tr. f ..t� sew '^•.. �.
rwrrr I _ �' I afr�n� •-f ��r �.. - �•-
y1 r - �.- - 10x10 DECK SCREENW /. -� �`"- i�
ww� raerae °'u- •w P ash 1 I k �' ^,••'\ w.` �- .+, A `-` �% I ~ '`r \`"� .... --... �,/ .� "r r.._,.. "'"'r �e.,w .. ,'� .mom- \� ,/
EL= 6.18 Axf0' DECIC•� 1 I de WATER 1 I - - - --- =- _ - ` -_ _ _ _ 58
- ( r '\ ` SEE PROJECT NOTES) I `" °''"• `�" w.; "� •`w, .. \ ! .,r.'...� ^".-. ',,w \ � i +i wi - wV�• � ) /' �`\\ t� 'J^� - ......-.. �~ ` 4 w ._.. --,.
&WATER ) `` SPIt;OTjjj ice` ( \ % ,'_f t ! I I J ` .�'` .. • _ - - \ - m _ �-�► -- -•c T /,[�.�f. l/�' \\� yy � -"_ =_ - _r _ -- , : -" -N '2S{
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SPIG0
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- - _ - - - - �- - CAMA FAILS? LINE OF STABLENATURAL
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- fi��•tr^' - - '"� _ NATEfF?AL VEGETATION Yam. ••..,"' �- / \ ! \ '� "•.•.,, "'_ - 1 \ 1 i /' -•'�
�. ��' - , ® ewww rr� rrrr wnew `•'fl�rrr -+- �_ = --�- ra_ aY%�.'�.sw -,ate_ _ -- �1 ice' !� ~ '1!� /' �: ,.i �. '�.«,... --'-�.
-. .�,-;-- ---- _ -- - _--- -� _ __, _ �_> �, ,--• ,--_ _ _ __ +6' D.B. 1985, P. 461
•-rwr. -f4Yw -�'- _a�lll�-' ..q� - - - '�'' - _- - - - - - -- -- _ - \ = i• -' _ -�.� \ ` - r �,.ir `- -'� _i / - _ - \'�\ �.. ._...' ``.,� ..�..ti / ate. .-- ,-'r" -.-•
_ - - - - - a . _ ,u►soN flA (SAD - - - _ - - - - - =N� .- _ ,�- _�--� �.
l �` -I.SNi �"iR.��
- - _ _ - _ _ _ _ f - LOT 9
= - - _ _ \
..._
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d �1 „r_ / r
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dAD � JAO -
��...... -� �.. '�' ..- ..... _ � .� ,._. _.. a ,� - - ..� ...- � - -- �.. TM'..,..,- .:.a•• ,..-" ...
______ _---------------__-----_-__ .�___ / / -- �_-
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PnPOSED-
CROSSOVER E F - - - m - -- - - - - - - _ _ - -� ~ - - �- --� --
-- ----- _ - --s �- -� $/����4A �s/�/I4 � M.B.31 P. 80
�o sTnRaw;RTER-`BUFI•ER � � .....-•- CROSSOVER C D E�'-�T4�.w'R •�•�-�� � •� _'
-" y,.- - _ --�yr' .._.. -.... - - -^ •._., �,.- ..- ..._ ,..,. _... � � � � - _ _..• �-.._. _... r •" ' I I ` M' .\ \ ,....• - ..... ,..•, _._ ,_,.• ...,..,,_.. _._.. ,..w_ - - - ...,. - _ - ..... - - ,.... �....•,. .... - - .-.• - - -. �'_ - - - - -... _._. ---
- .-..• -_- .._ �. ._.. _ _. _ _. -.� ._. ,.... _ _ .- _. �. �.. �...-. .,,_ ...- - � ,.... - _. - ,..._ _... �, � CROSS 0 VER A � e - _ -.. - _ _ ._ .-.., , .- - _. - _ _ - I �_ �� ,_-, r;~ 7 0) N � - , > , k . � .- ,. ---- -- �, RESIDENTIAL � U S E
i
~' ti. ...- •� - ti4.. - r- a«- _ _. - _ ..u_ -,.•w w. wrr _ _ - - - - -. �- _ - - - - � -+- .r•- -••• ..-- � -� •r. �. .-_, .,...a ^..,. ter_ w4
--___�_ _a � _- .. - _- -- _______- _ _- -..R._ __ - _ __ __ --__ _ -_-.,...._..,.-._...,--_____-----------_-- - - _ - ---_. _-
- _ __ _--- _ I_1 ,Y,�s, I!��I�l I�, tD' iT-7"'4
137.85' 127.91' :� `---` -" r - ._.,...._.-___--_-_---_----------_--•------••-•-------- ------ •- --__- -----------__,.--__-...�•-----------�•------_..---------.,.._ ... ----_--_-___ ------ __ -_.
J57'05' Q-3"W 265.76 6' L '- - - - _ - ._ .._ ._ _ _ _ .- -- -� „_., _- - - - - -- _ - .v.. _. - , _...,- r- .-' ..._ _-...,.. ,..-...._ - - - . •- - _. _ - ..� .... _. _ - -.
4�3
L39 L38 L37 L39 L35 L3 L31 L3C) APPROXIMATE
L4 ! .41 L40 4 L33 L32 WAVER LINE
El VATM{1N i o'
SALT TREATED TIMBERS
20 BORDERING GRAVEL
I (SIZE TO BE DETERMINED BY
I APPROVED PERVIOUS GRAVEL)
SALT TREATED 761 RS
8ORWING GRAY& 2 5'
(SIZE TO K DETERIMID BY
APP,RIOII PERVIOUS GRAVEL) #
a
PERVIOUS GRAVEL
(SIZE TO BE DETERMINED BY
STATE STORMWATER
SEE NOTES)
20'
I
T I
V_ #
#
{
I 24'
20
I
S
#
I
I
ETE PARKING STOP
'
#
I
10 #
11�r(sEE DETAIL);
ABC spot
I
b
7
� I
�a
#
RARKING DETAIL
! �. a A L ,..
= :-
CHARLES F* RIGGS & ASSOCIATES9 INC. (c-7
ND SURVEYING - CONVENTIONAL & GLOBAL PO SI TIO iING S �'S TEMS, � ' • • ..... • �- ,
IFS FF�At\
LAND PLANNING & COMPUTER MAPPING
M 502 NEW BRIDGE STREET
0. BOX 1570 101 SCOTTS HILL LOOP ROAD
r�
JACKSONVILLE, N.C. 28541-1570 WILMINGTON, N.C. 28411
, TELEPHONE: [phone] TELEPHONE: [phone]
E-MAIL: riggsland0bizec•rr,com E-I AIL: riggsland0bizec.rr.com
LINE TABLE
LINE #
LENGTH
DIRECTION
L14
97.24'
N47'59'48"E
L15
160.60'
N49.05'00'E
L16
91.82'
N52028'42"E
L17
94.54'
N551444"E
Li 8
100.60'
N58'37'36"E
L19
97.41'
N60030'09"E
L20
95.31'
N60'21'39"E
L21
94.78'
N60'2643"E
L22
96.23'
N60'33'03"E
L23
97,09'
N 59'42'19"E
L24
103.87'
N57'48'27"E
L25
96.48'
N56"15'56"E
L26
101.05'
N55'36'11"E
L27
126.95'
N55.33'38"E
L28
57.33'
N58*13'43"E
LINE TABLE
LINE #
LENGTH
DIRECTION
L29
15.03'
N58*13'43"E
L30
109.09'
S61'55'04"W
L31
94.77'
S52'30'01 "W
L32
92.51'
S58'30'26"W
L33
91.04'
S56'33'09"W
L34
95.78'
S60039'42-W
L35
186.95'
S59'0335'W
L36
93.44'
S60'21'35"W
L37
94.64'
S57.32'47"W
L38
94.55'
S58"59'01 "W
L39
89.92'
S57*08'4rW
L40
94.24'
S52030'25-W
L41
91.03'
S58'08'53-W
L42
94.23'
S59'55'36'W
L43
62.73'
S70.51'43'W
ATLANTIC OCEAN
f Y Of 7 i/ f/ i5 5-et2 r ! \ a..J 7.ra' 7 Y 51 1. 6...+ 11 5.++' ! V
SITE #2 - NEW PARKING AREA
:)A KINO AREA DEVELOPMENT PLANS
FOR
TOWN OF NORTH TOPSAIL BEACH
PORTION OF TRACT 3, D.B. 2159, P. 864
STUMP SOUND TQUVNSHIP, ONSIOW COUNTY, NORTH CAROLINA
G & L CA` TAL HOLDINGS, LLC, OWNERS, D.B. 2159, P. 864
NEW RIVER INLET ROAD
(SOUTHWEST OF CRYSTAL SHORES &OSPREY COURT)
TOTAL AREA
525649 Sq.Ft.
12.057 ACRES
EQENQ
X = CONTROL CORNER
C0 :CM EXISTING CONCRETE MONUMENT (FOUND)(CONTROL CORNER)
-IP
EXISTING IRON PIPE (FOUND)
S'IR
EXISTING IRON ROD (FOUND)
tMN =
EXISTING MAGNETIC NAIL (FOUND)(CONTROL CORNER)
EPK =
EXISTING PARKER-KALON NAIL (FOUND)(CONTROL CORNER)
ERRS = EXISTING RAILROAD SPIKE (FOUND)
MBL =
MINIMUM BUILDING LINE
NMP =
NON MONUMENTED POINT
,/W s
RIGHT OF WAY
SCM =
SET CONCRETE MONUMENT (CONTROL CORNER)
SIP
SET IRON PIPE
SIR
SET IRON ROD
SMN =
SET MAGNETIC NAIL (CONTROL CORNER)
SPK =
SET PARKER-KALON NAIL (CONTROL CORNER)
=
CENTERLINE
=
WATER METER
=
FIRE HYDRANT
wV =
WATER VALVE
ss =
SWTARY SEWER MANHOLE
=
CLEAN OUT
X
,DH :
TELEPHONE PEDESTAL
=
TELEVISION PEDESTAL
,PO s
FIBER OPTIC CABLE MARKER
=
LIGHT POLE
=
POWER POLE
fit►----- =
POWER LINE
=
GUY ORE
M =
ELECTRIC TRANSFORMER
=
EXISTING SPOT ELEVATION
=
PROPOSED SPOT ELEVATION
-� - =
EXISTING POST SIGN
=
EXISTING DOUBLE POST SIGN
=
PROPOSED TRASH CAN
11«ICE =
PROPOSED BICYCLE RACK
T =
PROPOSED PORTABLE TOILET 5° °
Kt)D =PROPOSED
"KEEP OFF DUNE" SIGN
S =
PROPOSED "STOP" SIGN
- =
PROPOSED STORMWATER FLOW
NAVD 88'
mom.
BENCHMARK: SMN
NORTHING: 273800.73'
EASTING: 2475741.18'
ELEVATION: 6.18'
HORIZONTAL DATUM: NAD 83 (2011)
VERTICAL DATUM: NAVD 88
HORIZONTAL & VERTICAL DATUM OBTAINED
WITH TOPCON GRS USING N.C. GEODETIC
CONTINUOUS OPERATING REFERENCE STATIONS
ONNERS
G & L HOLDINGS, LLC
A NORTH CAROLINA LIMITED
LIABILITY COMPANY
011011-"+i�1Z
: ,: - -
0I
D.B. 2159, P. 864
D. B. 4080, P. 109
GRAPHIC SCALE
25 sG tact
( IN FEET )
1 inch = 50 M
20D
ACTUAL FIELD SURVEY DATE: JUNE 30, 201$FP P
MAPPING DATE: AUGUST 25, 2014
DRAWN BY: J. H -L-M5 DCM-r4HD c�
CHECKED BY: Cf rc- C/>
FIELD BOOK:� 83 12 PAGE: 1 v�
PROJECT NUMBER: 14-05-03 m
SHEET OF 0 q®
z
z
0

R/W
C/L INTERSECTION OF
NC HIGHWAY 210 &
R/W NEW RIVER INLET ROAD
.GIMP
SMN
'i. : 7
0
<
Ll EVA
NOW OR FORMERLY
GHABRA
D.B. 4071, P. 701
LOT 1
OCEAN SOUND
VILLAGE
M.B. 32, P. 47
RESIDENTIAL USE
i�'
LINE TABLE
LINE #
LENGTH
DIRECTION
Ll
58.73'
S83*24'16'E
L2
94.32'
S65*47'48"E
108.69'
S89*59'20"E
L4
34.47'
N83*33'1 2"E
L5
20-00'
N08"46'40*W
L6
68.68'
N 81 *1 3'20"E
L7
95-93'
N74*08'44"E
L8
97.97"
N67"21'47"E
L9
95,60'
N60*05'26"E
L10
33.55'
N55*18'36"E
60.91'
N51 *30'32"E
L12
96.17'
N48#25'28"E
L13
91.93'
N47*5444"E
L14
97,24'
N47*59'48"E
TOTAL AREA
525649 Sq.Ft.
12-067 ACRES
bQm
BENCHMARK: SMN
NORTHING: 273800,73'
EASTING' 2475741.18
ELEVATION: 6,18'
HORIZONTAL DATUM: NAD 83 (2011)
VERTICAL DATUM: NAVD 88
HORIZONTAL & VERTICAL DATUM OBTAINED
WITH TOPCON GRS USING N.C. GEODETIC
CONTINUOUS OPERATING REFERENCE STATIONS
QWNEES
G & L HOLDINGS, LLC
A NORTH CAROLINA LIMITED
LIABILITY COMPANY
TITLE SQuaQE
D.B. 2159, P. 864
N.To on
T
PROPOSED STRIPING TO
BE APPROVED BY NCDOT
I � —R/W
EDGE OF XSPH'kLT
...........
JAI
11568 ot OF, AspH#I
sp, ED
o -USE PATH R/W AD . . . . ......... ........... E)GS-11
.....................
00 \EIR
. . ......
..............
,APPROXIMATE F_�)C-D i INIE SMN
BENCHMARK
LIMIT EL=6.18"
*3
0
T
Z. t" 11L
-M TING OF
E V A T-11 (1) N 1 4. r.'
AWING L8 Ll I
L 0
251P19 Sq.Ft. L 9
V
A
-A
CAMA 8V SMALL STRUCTURE SETBACK
V -
N
IN -
SAND SEE SHEET
C;
>
4 OF 8
_4
3pjpiii 1111
r \,7-
- -- - - - - - - - - - - _z.
Z - - - - - - - - k_� _-Z
v F t-C 10D Z( ly
Y g�� LEVATIC'N
— — — — — — — — — — — — --
4-
- - - - - - - - - - - - - -
a -one CAMA FIRST LINE Of STABLE NAIURAL VEGETA710N (FLSNV)
:5:
ECM - - - - - - - - - - -
_­ 4 �101 FLSNV - - - - - - - - -
-4 — - - - _:Z-z- - - - -.E:=- �E� - - - - - - - - - - - - - - --- - At" DAJL �'JAD)
- - - - - - - NV FLSNV '0�t
- - - - - - - - - -
'FLSO
- - - - - - - - - - - - -
-- - - - - -- - - ILC
-44 AV
$/1311 - - - - - - - - - - - - - - - - - - - - - - - - - - - Tn't -
-- - - - - - - - - - - - ---
P R f 5/13/14 jAD -- - - - - - -
i�T_ /oMAfE Y SUC'nR­__ - - - - - -
50' SIORM10 TE JAD
-aISTIIATURAL DUNE- EXISTING NATURAL DUNE
V! EXISTING NATURAL DUNE
.49K-ASCE -CR0SSW5R-- -BE-Ae++- ACCESS - - - - - - - - - - - - - - - - -- CRO-MOVER-71DR- BE-ACK-ACCESS-
CROSSOVER FOR BE
-- - - - - - - - - - - - - - - - - - - - - - - - - - -$S - - - - - - - - --- FOR�
+ E I_ E V A '11*'k'_)'!'+='! 6 - - - - - - - - - - - - --- - - - - - - - - - - - - - * - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - --- - - - - - - - - - - - - - --- - - - - ,......-..,.-•-------�- -�- ---- _ _ _ �
APPROXIMATE MEAN HIGH WATER UNE --v - - - - - - - -- - - - - - - - - - - - - - - - - - - - -- 2L - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 22 - - - - - - - - - - - - - - - - - - - - - - - - - - - - t37-.85 - - - - - - -
WE , illillem.1 - — p - — " - - -
ELEVATION 1.0' NAYD Sa S58*49'33"W 490.47' 0. S57*05 43 W 265.76'
52 S58"07'01"W 269.36'
\A
A
9
ARLE S F RIGG
ASSOCIATES, INC. (C-73
­k
8 U R4
,
LAND SUjRVEYING - CONVENTIONAL & GLOBAL POSITIONING SYSTE)IS,
���/s ������s����
LAND PLANNING &
COMPUTER MAPPING
502 NEW BRIDGE STREET
P.O. BOX 1570
101 SCOTTS HILL LOOP ROAD
JACKSONVILLE, N.C. 28541-1570
WILMINGTON, N.C. 28411
TELEPHONE: [phone]
TELEPHONE, [phone]
E—MAIL.* [e-mail]
E—MAIL: rioasland0bizec.mcom
ATLANTIC OCEAN
NO PROPOSED CHANGES TO
rvio-m (*_1 DADVIKIn- AD A
SITE #2 -EXISTING PARKING AREA
PARKING AREA DEVELOPMENT PLANS
FOR
BEACH
TOuvvTN OF NORTH TOPSAIL
PORTION OF TRACT 3, D.B. 2159, P. 864
STUMP .
_601,_ND TOWNSHIP, ONSLOW COUNTY, NORTH CAROLINA
G & L CAO TAL HOLDINGS, LLC, OWNERS) D.B. 21599 P. 864
NEW RIVER INLET ROAD
(SOUTHWEST OF CRYSTAL SHORES & OSPREY COURT)
,P'-1NA1, MAMN6
NO-r �L, tA5et7 POP CON5 -rkLJCV0N
LEGEND
CC
CONTROL CORNER
ECM
EXISTING CONCRETE MONUMENT (FOUND)(CONTROL CORNER)
EIP
EXISTING IRON PIPE (FOUND)
EIR =
EXISTING IRON ROD (FOUND)
EMN =
EXISTING MAGNETIC NAIL (FOUND)(CONTROL CORNER)
EPK EXISTING PARKER—KALON NAIL (FOUND)(CONTROL CORNER)
ERRS = EXISTING RAILROAD SPIKE (FOUND)
MBL =
MINIMUM BUILDING LINE
NMP
NON MONUMENTED POINT
R/W =
RIGHT OF WAY
SCM =
SET CONCRETE MONUMENT (CONTROL CORNER)
SIP
SET IRON PIPE
SIR
SET IRON ROD
SMN
SET MAGNETIC NAIL (CONTROL CORNER)
SPK
SET PARKER—KALON NAIL (CONTROL CORNER)
I =
CENTERLINE
WATER METER
FIRE HYDRANT
Wv
m =
WATER VALVE
@ =
SANITARY SEWER MANHOLE
@ =
CLEAN OUT
@ =
TELEPHONE PEDESTAL
(5 =
TELEVISION PEDESTAL
@ =
FIBER OPTIC CABLE MARKER
* =
LIGHT POLE
=
POWER POLE
=
GUY WIRE
=
POWER LINE
11 =
ELECTRIC TRANSFORMER
------ =
SINGLE POST SIGN
DOUBLE POST SIGN
GRAPHIC SCALE
0 25
50 100 200
( IN FEET ) SEP 2 01
1 inch = 50 ft.
DCM-MHD
ACTUAL FIELD SURVEY DATE: JUNE 30, 2014
MAPPING DATE- AUGUST 25, 2014
DRAWN BY: .J' HILL- M:5
CHECKED BY: C,r, Ple5ie5i5
FIELD BOOK:-- 832 J PAGE. -
PROJECT NUMOER: 14-05-03
SHEET -5' OF
z
0

THIS IS TO CERTIFY THAT THE SUBJECT PROPERTY IS LOCATED
IN FLOOD ZONE "VARIES" WHICH IS A
SPECIAL FLOOD HAZARD AREA AS DETERMINED BY THE FEDERAL
EMERGENCY MANAGEMENT AGENCY, AND THE NATIONAL FLOOD
INSURANCE PROGRAM. COMMUNITY PANEL NUMBER
37046R 3 2005
EROSION AND SEDIMENT CONTROL NOTES
1. LAND DISTURBANCE = 3 ES_
2. ABIDE BY REVISED NPDES PERMIT EFFECTIVE AUGUST 2, 2011 FOR THE NEW STABILIZATION TIME
FRAMES. NO NEW SLOPES STEEPER THAT 3:1 ARE DESIGNED.
3.111111 V
MAINIENANCE PLAN
4. CLEAR AND REMOVE FROM SITE ALL TREES, ROOTS, ROOT MAT, ETC. FROM THE AREA WITHIN
DESIGNATED CLEARING LIMITS .
5. CONTRACTOR SHALL BE RESPONSIBLE FOR CLEANING AND RESTORING TO PRE -CONSTRUCTION
CONDITIONS ANY
AREAS FAILURE OF ZDE THE EROS ONPROJECT MEASURESMITS THAT MAY INADVERTENTLY BOTH DURING AND AFTER LANDBDISTURB ND
DUE TO THE FA L G
ACTIVITIES HAVE BEEN COMPLETED.
6. CONTRACTOR SHALL A®NINSPECTIONMAINTAIN
APPROVALNBYTAND NCDENR-DioSONYOFR®NERGY,SION OMiNERAL
OL
MEASURES UNTIL
AND LAND RESOURCES, LAND QUALITY SECTION, IF REQUIRED.
7. FIELD CHANGES MADE THAT AFFECT THE PERMITTED EROSION CONTROL PLAN, INCLUDING
STORMWATER CHANGES, SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO ENSURE THE
SITE IS BROUGHT INTO COMPLIANCE WITH NCDENR-DEMLR LAND QUALITY SECTION.
8. ANY BORROW MATERIAL BROUGHT ONTO SITE MUST BE FROM A LEGALLY OPERATED LANDFILL
REGULATED BY THE DIVISION OF WASTE MANAGEMENT OR LANDFILL REGULATED UNDER THE
MINING ACT OF 1971.
ATED
9, ANY EXCFILL RREGULATED B REMOVED MATERIAL THE D VIS DIVISION OF WASTETE TM®NAGEMENT OR LANDFILLE HAULED TO A YREGURLATED UNDER
LANDFILL
THE MINING ACT OF 1971,
10. CONTACT PERSON RESPONSIBLE FOR EROSION CONTROL MEASURES:
CHARLES F. RIGGS & ASSOCIATES, INC.
MR. CHARLES F. RIGGS
502 NEW BRIDGE STREET
JACKSONVILLE, NC 28540
PHONE: [phone]
STUART TURILLE, TOWN MANAGER
2008 LOGGERHEAD COURT
NORTH TOPSAIL BEACH, NC 28460
[phone]
DIVISION OF COASTAL MANAGEMENT NOTES
1. ANY IMPERVIOUS SURFACE WILL BE DIVIDED BY NARROW STRIPS OF PERVIOUS STONE AS TO LIMIT THE
SQUARE FOOTAGE OF EACH AREA TO LESS THAN 5000 SF; EROSION IS LESS THAN 2 FEET PER YEAR
AND MINIMUM SETBACK OF 60 FEET IS USED FOR SMALL STRUCTURES.
2. PERVIOUS RIVER GRAVEL WITH UNIFORMED SIZE BETWEEN 3/4" TO 3" WILL NOT BE INCLUDED AS BUA.
3. PROPOSED RESTROOMS WILL BE FLOOD PROOF OR TEMPORARY PORTABLE RESTROOMS WILL BE USED.
4. THE PROJECT IS N OUTSTANDING RESOURCE WATER (ORW), HIGH HAZARD FLOOD AREA AND THE
ENTIRE LOT IS WITHIN THE 575' AEC. THE OVERALL PROPOSED BUILT UPON AREA IS LESS THAN 25%.
5. NORMAL HIGH WATER LINE WAS DELINEATED BY JASON DAIL.
6. PERVIOUS GRAVEL WILL BE DETERMINED BY STATE STORMWATER MANAGEMENT DEFINITION - SEE NOTE
IN STORMWATER MANAGEMENT NOTES,
7. THE PROPOSED KAYAK DOCK AND LAUNCH SYSTEM IS WITHIN A PRIMARY OR SECONDARY NURSERY
AREA AND WITHIN OR ADJACENT TO SHELLFISH HARVESTING AREA. THE SYSTEM IS SUBJECT TO THE
25% WIDTH LIMITATION WITHIN THE WATER BASIN AS MEASURED FROM EDGE OF MARSH TO EDGE OF
MARSH.
8. COASTAL CAROLINA EZ DOCK AND TRAIL SYSTEM IS DESIGNED TO STOP THE FLOATING DOCK SYSTEM
AT ANY ELEVATION FOR EFFECTIVE CLEARANCE OVER ENVIRONMENTAL SENSITIVE AREAS; THUS THE
PLATFORM AND LAUNCH COMPONENTS WILL BE SET TO ALWAYS MAINTAIN 18" SEPARATION FROM
BOTTOM OF DOCK AND BOTTOM OF WATER BODY.
� s
COASTAL MANAGEMENT:
PROPOSED RESTROOM & 12" EAVES = 204 Sq.Ft.
PROPOSED SHELTER & 12' EAVES = 300 Sq.Ft.
PROPOSED CONCRETE PARKING SPACE = 392 Sq.Ft.
PROPOSED CONCRETE WALK = 361 Sq.Ft.
PROPOSED ASPHALT PgEING APRON = 390 aglt.
PROPOSED TOTAL BUILT UPON AREA/IMPERVIOUS SURFACE 1647 Sq.Ft.
TOTAL ' OT AREA ABOVE�MHWL = 14288 Sa,Ft.
PROPOSED BUILT UPON AREA/IMPERVIOUS SURFACE = 11.5%
ANTICIPATED DISTURBED AREA: 14506 Sq.Ft,
NOTE R/W
BENCHMARK: EMN I
,
RAW
R/W
10
PROJE'T NOTES
1. BOUNDARY AND TOPOGRAPHIC SURVEYS WERE PERFORMED BY CHARLES F. RIGGS & ASSOCIATES, INC.
2. PARKING AREA DEVELOPMENT PLANS ARE USED FOR OBTAINING MAJOR CAMA, NC STATE STORMWATER, EROSION CONTROL
PERMITS AND NCDOT DRIVEWAY PERMIT.
3. PROJECT WILL UTILIZE ONWASA WATER FOR WATER.
4. PROJECT WILL UTILIZE PLURIS, LLC FOR SANITARY SEWER.
5. PLAN DOES NOT REFLECT FIELD VERIFICATION OF EXISTING UTILITIES. FIELD VERIFICATION TO BE PERFORMED ON SITE BY
CONTRACTOR BY CALLING THE NORTH CAROLINA ONE -CALL CENTER AT [phone] AND ALLOW THE CENTER TO
LOCATE E-XISTING UTILITIES BEFORE DIGGING.
6. ELEVATIONS ARE RELATIVE TO NAVD 88,
7. FINAL LANDSCAPING TO BE DESIGNED AND INSTALLED UNDER DIRECTION OF LANDSCAPE PROFESSIONAL.
8. PROPOSED 6' WALK TO BE TREATED WOOD; MUST BE ADA COMPLIANT WITHIN THE PROPERTY BOUNDARY AND WOOD NOT
TO EXTEND INTO NCDOT R/W, ELEVATED WALK TO BE DESIGNED BY OTHERS.
9. PROPOSED RESTROOMS WILL BE A FLOOD PROOF PERMANENT STRUCTURE OR TEMPORARY PORTABLE RESTROOMS TO BE
MOBILE RESTROOM BUILDING OR IF INDIVIDUAL UNITS THEN SIX FEET PRIVACY FENCE IS REQUIRED FOR SCREENING.
10, NO WETLAND IMPACTS ARE PROPOSED,
PROPOSED
PERMOUS
GR p,SL
NORTHING: 266892.82
FASTING: 2463573.63'
ELEVATION: 5.92' I
HORIZONTAL DATUM: NAD 83 (2011)
VERTICAL DATUM: NAVD 88
HORIZONTAL & VERTICAL DATUM OBTAINED
WITH TOPCON GRS USING N.C. GEODETIC
CONTINUOUS OPERATING REFERENCE STATIONSCT I
I PROPOSED
"STOP'
SIGN
.O- N35.16' 33; W EI
92' Now e5 0.20' t 5.5'
1 EMN
BENCHMARK PROP SERF 20' RADIUS
NOTE. EGRESS &
TOGETHER WITH AN EASEMENT FOR INGRESS,
REGRESS AND FOR SUCH RIGHTS AS GRANTORS HAVE IN AND TO TH/,T
CERTAIN FIVE FOOT WALKWAY EASEMENT FROM N.C. HWY 210 TO THE
ATLANTIC OCEAN AS SHOWN ON A PLAT ENTITLED "REVISED BOUNDARY
SURVEY FOR BILLY G. SCHINDEWOLF AND WIFE, DORIS M. SCHLINDEWOLF"
RECORDED IN M.B. 32, P. 224, SLIDE J-12 ONSLOW COUNTY REGISTR".
AS PER D.B. 1985, P. 646, & D.B. 1985, P. 675
1`
NOW OR FORMERLY
SPLASH LANDING, LLC
616 KINGS RD �~<
GREENVILLE, NC 27858
D.B. 2852, P. 971 rr -
LOT 2B rr
M.B. 30, P. 40 I
RESIDENTIAL USE
I$
I G RETAINING
``
I
tWALL
Ex ,S_NG 4' PiC,(ET FENCE
=1R
>
0D
; 86.47'- o.- ' FENCE
CHAIN FEN
z------
XIS N
Xic-, ; c- �c
C5
rq
S33'43' 50"E 374.95
0
_
5' WALKWAY EASEMENT
D
;
NOW OR FORMERLY
z(
BARNES
619 PARK AVE.
rn
G--DSBORO, NC 27530
STORMWATER MANAGEMENT NOTES
D.B. 2255, P. 509
1.
APPLICATION FOR LOW DENSITY STORMWATER PERMIT NUMBER
WITH 12% IMPERVIOUS AREA LOT 3A
2.
AND LESS THAN 1/2 MILE FROM SA WATERS
RECEIVING STREAM NAME: INTRACOASTAL WATERWAY IN CAPE
M.B. 32, P. 225
FEAR RIVER BASIN RESIDENTIAL USE
3. INDEX NUMBER: 18-87
CL 4. STREAM CLASSIFICATION: SA; ORW
�► 5. ALL DEVELOPMENT MUST BE IN COMPLIANCE WITH THE STATE OF NORTH CAROLINA GENERAL
c PERMIT - NCG 010000 EFFECTIVE ON AUGUST 3, 2011 OR SUBSEQUENT REVISIONS - SEE
N DETAILS SHEET
6, GRAVEL DEFINITION PER THE "TEMPORARY GRAVEL RULES IN EFFECT" TEMPORARY
ADMENDMENT EFFECTIVE MARCH 28, 2014 STATES "GRAVEL MEANS A CLEAN OR WASHED,
LOOSE, UNIFORMLY -GRADED AGGREGATE OF STONES FROM A LOWER LIMIT OF 0.8 INCHES TO
AN UPPER LIMIT OF 3.0 INCHES IN SIZE. GRAVEL MEETING THIS CRITERIA IS CONSIDERED
PERVIOUS AND EXCLUDED FROM STATGE STORMWATER BUILT UPON AREA (BUA). PERVIOUS
E GRAVEL AGGREGATE SIZE TO BE DETERMINED AND APPROVED BY:
NC DENR
` DIVISION OF ENERGY, MINERAL AND LAND RESOURCES
LAND QUALITY SECTION: STORMWATER MANAGMENT
STORMWATER MANAGEMENT BUA
1. TOTAL PROPERTY AREA 0.824 ACRES
2. LESS COASTAL WETLANDS - 0.509 ACRES
z 3. LESS SURFACE WATERS - 0.000 ACRES
4. TOTAL PROJECT AREA (PA) 13,722 SF - 0.315 ACRES
�- 5. BUA ALLOWED = TOTAL PA * 12% - 1,647 SF
6. BUA ALLOCATION:
6.1. BUILDING & STRUCTURES 504 SF
6.2. PARKING -ASPHALT & ABC STONE 1143 5F
6.3. EXISTING BUA 0 SF �'
6.4. FUTURE BUA 0 SF A Ri
6.4.1. TOTAL BUA ALLOCATION = 1,647 SF
f jor
SE
CHARLES F. RIGGS & ASSOCIATES L-2 :�C-7 0)
S UR VLF PING - CONVENTIONAL & GLOBAL PO � � ;. 5' TEMS', LAND
LAND PLANNING & COMPUTER MAPA% RAN
t Ill
z 502 NSW BRIDGE STREET
PO. BOX 1570 101 SCOTTS HILL LOOP ROAD
8 JACKSONVILLE, N.C. 28541-1570 WILMINGTON, N.C. 28411
TELEPHONE, (910) 455--0877 TELEPHONE: [phone]
°- E-MAIL:[e-mail] E-MAIL: rlggslandC�blzec.rr.com
N
p-AR v1NG
ADA COMPLIANT RAMP
PROPO;ED Wool) OR MUL
RESTROOM
�""
PROPOSED \ ADA COMPLIANT WALK
EXISTING
GRADE
NORMAL TIDAL CHANGES RANGE FROM 15" TO 18"
NORMAL HIGH WATER: 0.2' ELEVATION
NORMAL LOW WATER: -1.3' ELEVATION
(ELEVATIONS RELATIVE TO NAVD 88)
PROPOSEr� PROPOSED ADA
PARKING S'r­'S COMPLIANT WOOD RAVP
(TYPICAL PROPOSED ROPE
- do POST FENCE AREA IS PROPERTY ,
\ DIS BEDS a
4.
i 10'x15'
o N I PROPOSED
10 A K �G I BATTiR00IaJ
L_ -
ADA COMPLIANT RAMPS
1 A MINIMUM OF 6' y PROPOSED FLOATING
ABOVE HIGH i OBSERVATION PROPOSED UNCH
WATER OVER DECK GANG KAYAK LA
I CANAL
WAY
i
L CAMA NORMAL HIGH
WATER UNE 0.2
VICINITY SKETCH
NOT TO SCALE
0.2'
1.1 L
I
I
'STOP" TO
PROPOSED ADA C OMPLIANT I
EXISTING
FLOATING KAYAK LAUNCH " ABOVE
MAINTAINBOTTOM OF WATER
�
2aC
C O
WOOD WALK
MUST MAINTAIN A MINIMUM
OF 3' ABOVE GROU ND LEVEL
WETLANDS AREAS
CANAL I
SEE DIVISION OF COASTAL ;
MANAGEMENT NOTE -1.7'
`�
IN
CHANNEL TO ESTABLISH
RIPARIAN CORRIDOR
-0
X
=
15' RIPARIAN SETBACK
(15' RIPARIAN CORRIDOR
_1 g
WAIVER EXTENT FROM
ADJONING DAVIS)
X-1.4'
CAMA NORMAL HIGH WATER U14E
X-1'5' 1.8, %
X-1.5'
AS PER JASON DAIL 06/24/14
NOW
OR FORMERLY
0
X -1.7
,•, �'������� -1.s�
DAVIS
.2
X-1.4' oq-/
9036 9th ST
�.
%QP¢\P
X-1.7'
SURF
CITY, NC 28445
COASTAL0 2
�. ,y�. e
'4
X-1.8'
D.B.
2685, P. 161
WETLANDS
s - - - \'
� ��P
Foy, �QQ '1`
�"���/�
32' FROM MARSH 25%
LIMITATION OF STRUCTURE
VACANT
...... - - -1
N6
EXTENT INTO RIPARIAN CORRIDOR
UPLANDS `
0. 2' \
/ �i9p`\ .�Q-Cr.
�i}
' " 478, 78' 0
N 35 23
PROPOSED FENCE END �•
�(r G \
��NN
_ . 452.35'
10'x10' WOOD DECK
& WATER SPIGOT
-N35'24'22W 307.g4�
C� 19 .0k
C=:n BENCHES
A , ASPHALT ` ( r " -4 IS PT
EL=5.92 APRON NOD
_ d
PROPOSED 1 '�"
PROPOSED ROPE m CCD
CONSTRUC70N 11 PROPOSED PET`' "�'fF &POST FENCE
ENTRANCE GRA PARKING' O (�
w 14 5s1[E0 'CONCRETE tf�
Ff
LINE
392 Sq. r' -�.._ PROPOSED ADA
00
00 a CO�PUANT WOOD RAMP
Lv
r` Y I 16� ` PROPOSED
m �N� ;ry PICNIC
- cj SHELTER I O
LAT: 34 28 2N,,. "
LONG: 77--- 27- 43W
Y� oo EM fLn
o
5.5 t0
PR6paSED AD
1 bl. 56 PL;��1T 6' Mars w;altc�.� t,. Z
C0M
EIR
EM
W Ln
,
SPEED 1 elm- do
.51 150, �� . ' � ", @ 1 4 ' PROPOSED 6' SHADOW LI►1iOSGA Ci
"��24 BOX PRIVACY FENCE /
45 NMP PROPOSED ADA j EIR
LIMIT PLIANT RAMP rOR
\nll�ooD WAENDS A' Dk
z IR
46.
w , j PROPOSED
1 "TOWN OF N' TOPSAIL BEACH
BE A - ACCESS"
PROPOSED 3GN NOW OR FORMERLY
"TOWN OF NORTH - TREASURE COAST
404 WETLANDS DELINEATION BY
LAND MANAGEMENT GROUP 07/17/14
4.41
\ 9y
�\ �< \
X-1.7' X-1.8'
Q
V
M
to
APPROVED BY
a
LOT 5
RONNIE SMITH USACE
22.02• \ AQP �,,
\�
35912 Sq.Ft.
�.
iG t
X-1.7'
4
0.824 ACRES
ADA RAMP
14288 Sq.Ft.
,4t
PROPOSED ADA COMPUATIT 6' WOOD WALK
=r ADA RAMP '" •
.. -
-� \
PROPOSED KAYAK LAUNCH
0.328 ACRES
' ADA RAMP f
DESIGN BY COASTAL
CAROLINA EZ DOCK
"co
ABOVE NORMAL
. 4 22 E 345.46
S35 2
COASTAL WETLANDS DEUNEA11ON
910 796-4424
0 ; Q0
C'D '
HIGH WATER LINE
AREAS EXCLUDE R/W
�\
AS PER JASON DAIL 06/24/14
PROPOSED 6' SHADOW BOX
PROPOSED FENCE END
{
PRIVACY FENCE
BOTTOM RAIL A MINIMUM OF
6" ABOVE 404 WETLANDS
�
LINE TABLE
�G
LINE #
LENGTH
DIRECTION
L1
7.02'
S67'29'41 "W
L2
13.16'
S55'20'30"W
L3
14.78'
N71'29'23"E
L4
13.24'
S56'42'51 "E
L5
3.10'
S55'04'56"E
TOPSAIL BEACH PARKING
ACROSS STREET"
a"
i PROPOSED
INVESTORS, INC.
SALT TREATED TIMBERS
BORDERING GRAVEL
SIGN
5' CONCRETE WALK
I
P O B O X 389
2 5,
(SIZE TO BE DETERMINED BY
---
1
SNEADS FERRY, NC 28460
APPROVED PERVIOUS GRAVEL)
1
EIR---;
'
Li�'v
PRCr'�D
D.B. 1985, P. 675
WONS76'28'12"W
'TOMM OF NOR` TOPSAIL BEACH
BEACH ACCESS
LOT 3
•
0,79 SGtI M.B. 48, P. 29 I CONCRETE PARKING STOP
PROPOSED CROSSWALK VACANT (SEE DETAIL)
.-� STRIPPING IN R/W TO BE �!3
U APPROVED BY NCDOT I ,
J t
8
N °-
U
i- J
Q Q
_j
_ � I
z
C.D
0
=
o
U
co
z�
0
R/W
R/w
NCDOT NOTES
1, MAINTENANCE FOR EASEMENTS OUTSIDE OF INC DEPARTMENT OF TRANSPORTATION RIGHTS -OF -WAY
ARE THE RESPONSIBILTY OF THE PROPERTY OWNER (or HOA).
2. THERE SHALL BE NO ENCUMBRANCES WITHIN THE NCDOT RIGHT-OF-WAY.
3. ONLY NCDOT APPROVED MATERIALS ARE TO BE USED WITHIN THE RIGHT-OF-WAY.
d. PAVEMENT MARKINGS MUST BE PREMARKED, INSPECTED AND APPROVED BY NCDOT TRAFFIC SERVICES
PRIOR TO FINAL PAVEMENT MARKINGS. CONTACT NCDOT TRAFFIC SERVICES AT [phone].
5. ALL TRAFFIC IMPROVEMENT WORK BETWEEN MEMORIAL DAY AND LABOR DAY WILL BE NIGHT WORK
ONLY.
F. ALL TRAFFIC CONTROL SHALL_ FOLLOW MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD).
FINS ��W%
20
I
� I o
I
I
•
i
SITE #4
BARKING AREA DEVELOPMENT PLANS
FOR
24'
PERVIOUS GRAVrL
(SIZE TO BE DETERMINE a
STATE STORMWATER - SrE v^-ES)
292,53
S35°24'22"E
NOW OR FORMERLY z
TREASURE COAST �q
tiVESTORS, INC. r
PO BOX 389
SNEADS FERRY, NC 28460
D.B. 1985, P. 646
LOT 4
i
M.B. 48, P. 29
VACANT
SALT TF -ATED - u E -R S
Imo`
BORDERING GRAVE-
S ZE TO BE DEIERWNED BY
2.5' �*-
APc7 = :.': PERVIOUS GRAVEL)
j
I�
I�
I�
20'
I
I
I
1
I
I
•
3'
N
i
r r
r j
� � r
oil I I 8I
Alt I
I F_:,A"NG DOCK
r 6' WOOD OBSERVATION 0'
WALK ADA COMPLIANT RAMI r DECK :,ANG
�® s wAv 6AUNC►+ ul
r 11� ,3'
r
PLJNGS MALL BE
ENDED BY OTHERS
KAYAK LAUNCH DETAIL
N t)F NORTO'Twv TH TOPSAIL BEACH
LOT 5. =VISION OF TREASURE COVE, M.B. 48, P. 29
STUMP SOL:ND TOWNSHIP, ONSLOW COUNTY, NORTH CAROLINA
TOWN OF NORTH TOPSAIL BEACH, NORTH CAROLINA, OWNER, D.B. 4099, P. 557
3623 ISLAND DRIVE
LEGEND
CC =
CONTROL CORNER
ECM =
EXISTING CONCRETE MONUMENT (FOUND)(CONTROL CORNER)
EIP =
EXISTING IRON PIFIE (FOUND)
EIR =
EXISTING IRON ROD (FOUND)
EMN =
EXISTING MAGNETIC NAIL (FOUND)(CONTROL CORNER)
EPK =
EXISTING PARKER-KALON NAIL (FOUND)(CONTROL CORNER)
ERRS = EXISTING RAILROAD SPIKE (FOUND)
ZONED R-20
MBL =
MINIMUM BUILDING LINE
ZONING_ SETBACKS
NMP =
NON MONUMENTED POINT
FRONT = 30'
R/W =
RIGHT OF WAY
REAR = 10'
SCM =
SET CONCRETE MONUMENT (CONTROL CORNER)
SIDE = 10'
SIP =
SET IRON PIPE
SIR =
SET IRON ROD
SMN =
SET MAGNETIC NAIL (CONTROL CORNER)
Q�RS
SPK =
SET PARKER--KALON NAIL (CONTROL CORNER)
TOWN OF NORTH
I =
CENTERLINE
TOPSAIL BEACH,
®=
WATER METER
NORTH CAROLINA
=
FIRE HYDRANT
wV
=
I�
WATER VALVE
TITLE SOURCE
ss =
SANITARY SEWER MANHOLE
D.B. 4099, P. 557
Co =
CLEAN OUT
PH =
TELEPHONE PEDESTAL
TAX ID
l'.:J =
TELEVISION PEDESTAL
814-13.9
Fp ==
FIBER OPTIC CABLE MARKER
=
LIGHT POLE
REFERENCES
-' =
POWER POLE
=
POWER LINE
D.B. 4099, P. 557-
® =
ELECTRIC TRANSFORMER
M.B. 48, P. 29
X7.3' =
EXISTING SPOT ELEVATION
7.3' =
PROPOSED SPOT ELEVATION
=
EXISTING POST SIGN
TC =
PROPOSED TRASH CAN
BIKE =
PROPOSED BICYCLE RACK
pT =
PROPOSED PORTABLE TOILET
KOD =
PROPOSED "KEEP OFF DUNE" SIGN
s =
PROPOSED "STOP" SIGN
=
PROPOSED STORMWATER FLOW
GRAPHIC SCAM
30
0 15
30 60 120
REVISIONS
09/09/14: IREVISED KAYAK LAUNCH & FLOATING DOCK TO REMOVE THEM FROM
ADJOINER'S RIPARIAN CORRIDOR
EXTENDED POS- & ROPE FENCE TO COASTAL WETLANDS
( IN FEET )
2 inch = 30 ft.
RECE D
ACTUAL FIELD SURVEY DATE: AUGUST 20, 2014
MAPPING DATE: SEPTEMBER 9, 2014 SFP 2 014
DRAWN BY: .J, HE L-M.5 c�CM-MH Orly
CHECKED BY: C,r,
FIELD BOOK: 754 PAGE: 75�
PROJECT NUMBER: 14-05-05 90
G7 C
SHEET OF 0 0
z
z
0

GENERAL SITE AND PLAN NOTES
Y AGENCIES, HOWEVER, ANY
1. THIS PLAN DOES NOT NECESSARILYL OF A
CONSTRUCTION ACTIVITIES SHOULD CONFORM TO FEDERALSTATE, LOCAL RLAWS, CODES AND REGULATIONS.
2. ANY DISCREPANCY IN THIS PLAN AND ACTUAL FIELD CONDITIONS SHALL BE REPORTED TO THE ENGINEER PRIOR TO
START OF CONSTRUCTION. GENERAL CONTRACTOR SHALL E RESCONSIBLE FOR
VERIFICATION OF ALL SETBACKS,
EASEMENTS AND DIMENSIONS SHOWNHEREON BEFORE BEGING
1 THE GENERAL CONTRACTOR SHALL CONTACT ALL OWNERS OF EASEMENTS, UTILITY AND R.O,W+'S PUBLIC OR PRIVATE,
PRIOR TO WORKING IN THESE AREAS.
4. CONTRACTOR SHALL MAINTAIN THE SITE IN A MANNER
NN RDSO THAT WORKMEN AND PUBLIC SHALL BE PROTECTED FROM
INJURY, AND ADJOINING PROPERTY ROTE
4. ACCESS TO UTILITIES, FIRE HYDRANTS, STREET LIGHTING, ETC., SHALL REMAIN UNDISTURBED, UNLESS COORDINATED WITH
THE RESPECTIVE UTILITY.
5. CHECK THE GRAPHIC SCALE OF THIS DRAWING SET AS IT IS A REPRODUCTION AND SUBJECT TO DISTURBON.
6. THE GENERAL CONTRACTOR SHALL REMOVE ALL DEBRIS FROM THE SITE UPON COMPLETION OF THE PROJECT AND AT
LEAST ONCE A WEEK DURING CONSTRUCTION.
7. THE GENERAL CONTRACTOR SHALL KEEP THE AREA OUTSIDE THE `CONSTRUCTION LIMITS" BROOM CLEAN AT ALL TIMES,
B. CONTRACTOR SHALL MAINTAIN AN "AS --BUILT" SET OF DRAWINGS TO RECORD THE EXACT LOCATION OF ALL PIPING
PRIOR TO CONCEALMENT. DRAWINGS SHALL BE GIVEN TO THE OWNER UPON COMPLETION OF THE PROJECT WITH A
COPY OF THE TRANSMITTAL LETTER TO THE ENGINEER.
9. IF DEPARTURES FROM THE SPECIFICATIONS OR DRAWINGS ARE DEEMED NECESSARY BY THE CONTRACTOR, DETAILS OF
SUCH DEPARTURES AND REASONS THEREOF SHALL BE GIVEN TO THE OWNER FOR REVIEW, NO DEPARTURES FROM THE
CONTRACT DOCUMENT SHALL BE MADE WITHOUT THE PERMISSION OF THE OWNER.
10. ALL PERMITS RELATIVE TO PROJECT MUST BE OBTAINED, PRIOR TO CONSTRUCTION.
11. ALL CONSTRUCTION TO BE IN ACCORDANCE WITH PERMITS ISSUED AND APPLICABLE STATE, COUNTY, AND LOCAL CODES.
12. FOR BUILDING DIMENSIONS, SEE ARCHITECTURAL DRAWINGS.
13, THE CONTRACTOR SHALL OBTAIN AND PAY FOR ALL INSPECTIONS, CERTIFICATIONS, EQUIPMENT, ETC., TH4T MAY BE
REQUIRED.
14. THE ENGINEER AND/OR OWNER DISCLAIM ANY ROLE IN THE CONSTRUCTION MEANS AND METHODS ASSOCIATED WITH THE
PROJECT AS SET FORTH IN THESE PLANS.
GENERAL GRADING NOTES
1. REASONABLE CARE HAS BEEN EXERCISED IN SHOWING THE LOCATION OF EXISTING UTILITIES ON THE PLANS. THE EXACT
LOCATION OF SUCH UTILITIES IS NOT KNOWN IN ALL CASES, THE CONTRACTOR SHALL EXPLORE THE AREA AHEAD OF
THE DITCHING OPERATION BY OBSERVATIONS, ELECTRONIC DEVICES, HAND DIGGING AND BY PERSONAL CONTACT WITH
THE UTILITY COMPANIES IN ORDER TO LOCATE EXISTING UTILITIES IN ADVANCE OF THE TRENCHING OPERATIONS SO AS
TO AVOID AND PREVENT DAMAGE TO THE EXISTING UTILITIES. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL COST
RESULTING FROM ANY DAMAGE TO THE EXISTING UTILITY LINES INCLUDING BUT NOT LIMITED TO REPAIRS AND LOSS
SERVICE REVENUE. CONTRACTOR SHALL ARRANGE FOR TEMPORARY SUPPORT OF EXISTING UTILITIES, SUCH AS POLES,
CONDUITS, FIBER OPTIC CABLES, TELEPHONE CABLES, WATER LINES, ETC...
2. CONTRACTOR SHALL COMPLY WITH THE LATEST REVISIONS AND INTERPRETATIONS OF THE DEPARTMENT OF LABOR
SAFETY AND HEALTH REGULATIONS FOR CONSTRUCTION PROMULGATED UNDER THE OCCUPATIONAL SAFETY AND HEALTH
ACT,
3. CONTRACTOR SHALL PLAN AND CONSTRUCT WORK SO AS TO CAUSE MINIMUM INCONVENIENCE TO THE OWNER AND
THE PUBLIC, THE CONTRACTOR SHALL PROVIDE, ERECT AND MAINTAIN AT ALL TIMES DURING THE PROGRESS OR
TEMPORARY SUSPENSION OF WORK, SUITABLE BARRIERS, FENCES, SIGNS OR OTHER ADEQUATE PROTECTION, INCLUDING
FLAG MEN AND WATCHMEN AS NECESSARY TO INSURE THE SAFETY OF THE PUBLIC AS WELL AS THOSE ENGAGED IN
THE CONSTRUCTION WORK. CONSTRUCTION SIGNING SHALL BE IN ACCORDANCE WITH THE LATEST EDITION OF
"CONSTRUCTION AND MAINTENANCE OPERATIONS SUPPLEMENT TO THE MANUAL ON UN{FORM TRAFFIC CONTROL DEVICES"
BY THE NCDOT,
4 UNLESS OTHERWISE DIRECTED BY THE OWNER OR DEVELOPER, ALL MATERIAL CLEARED AND GRUBBED BY THE
CONTRACTOR IN ORDER TO CONSTRUCT THE WORK, SUCH AS TREES, VEGETATION, FENCING, ETC... SHALL BECOME THE
PROPERTY OF THE CONTRACTOR AND SHALL BE PROPERLY DISPOSED OF OFF -SITE OR BURNED IF PROP:u:R PERMITS ARE:
RECEIVED.
5. ALL WORK BY THE CONTRACTOR SHALL BE WARRANTED BY THE CONTRACTOR FOR A PERIOD OF ONE YEAR AFTER THE
OWNER ACCEPTS THE WORK.
6, CONTRACTOR SHALL CALL THE NORTH CAROLINA ONE -CALL CENTER AT [phone] AND ALLOW Wt CENTER TO
LOCATE EXISTING UTILITIES BEFORE DIGGING,
NQM
1. PLAN DOES NOT REFLECT FIELD VERIFICATION OF EXISTING UTILITIES.
FIELD VERIFICATION TO BE PERFORMED ON SITE BY CONTRACTOR.
NCDOT NMI
1. MAINTENANCE FOR EASEMENTS OUTSIDE OF NC DEPARTMENT ON
TRANSPORTATION RIGHTS -0E-V ';Y ARE THE RESPONSIBILITY OF THE
PROPERTY OWNER (OR HOA)
2, SIGHT DISTANCE EASEMENTS SHOWN HEREON SHALL REMAIN FREE 4F
ALL STRUCTURES, TREES, SHRUBBERY AND SIGNS, EXCEPT UTILITY
POLES, FIRE HYDRANTS AND TRAFFIC CONTROL SIGNS.
3. THIS TRACT IS SUBJECT TO 404 WETLANDS AND/OR AREAS OF
ENVIRONMENTAL CONCERN,
4, ALL PROPOSED UTILITIES AND WATERLINE TO BE WITHIN 5' OF
RIGHT-OF-WAY UNLESS VARIANCE IS GRANTED. WITH VARIANCE,
WATERLINE SHALL BE AT LEAST 4' OFF OF EDGE OF PAVEMENT.
5, ALL ROADS SHALL BE PUBLIC AND BUILT TO NCDOT STANDARDS.
. THERE SHALL BE NO ENCUMBRANCES WITHIN THE NCDOT RIGHT-OF-WAY.
7. ONLY NCDOT APPROVED MATERIALS ARE TO BE USED WITHIN THE
RIGHT-OF-WAY.
8. WATERLINE CAN BE DUCTILE IRON: THICKNESS CLASS 50 OR POLYVINYL
CHLORIDE AWWA C-900 PVC PIPE: WORKING PRESSURE CLASS 200 PSI.
3/4"
NOT TO SCALE
iRAJNAGE &
RKLIFT SLOTS
12 GAUGE 4"X4' OR 2'X4" WELDED
ORE HOOKED ONTO PREFORMED
CHANNELS ON METAL POSTS
STORMWATER MAN8GEMENT NOTES
1. ALL DEVELOPMENT MUST BE IN COMPLIANCE WITH THE STATE OF NORTH CAROLINA
GENERAL PERMIT - NCG 010000 EFFECTIVE ON AUGUST 3, 2011 OR SUBSEQUENT
REVISIONS; REQUIREMENTS INCLUDE:
1.1. PROJECT MUST FOLLOW AN APPROVED EROSION AND SEDIMENTATION CONTROL PLAN
1.2. CONSTRUCTION SITE POLLUTANTS MUST BE MANAGED INCLUDING EQUIPMENT
OPERATION AND MAINTENANCE, MATERIAL HANDLING, BUILDING MATERIAL WASTE
HANDLING, LOCATION OF STOCK PILES AND HANDLING OF CONCRETE
1.3. GROUND STABILIZATION MUST BE ACHIEVED ON ANY AREA OIL A SITE WHERE
LAND -DISTURBING ACTIVITIES HAVE TEMPORARILY OR PERMANENTLY CEASED, REFER
TO APPROVED EROSION AND SEDIMENTATION CONTROL PLAN FOR STABILIZATION
TIMEFRAME REQUIREMENTS.
1.4. MINIMUM SELF INSPECTION AND REPORTING REQUIREMENTS MUST BE LOGGED AND
MAINTAINED AS LONG AS LAND DISTURBING ACTIVITIES ARE ACTIVE. THE FOLLOWING
ARE THE REQUIRES ITEMS, REFER TO THE NCO 010000 PERMIT FOR COMPLETE
DETAILS OF ALL REQUIRED INSPECTIONS AND REPORTING:
1.4.1. RAIN GAAGE MONITORING DAILY AND AFTER SIGNIFICANT RAIN EVENTS
1.4.2, WRITTEN RECORD OF DAILY RAINFALL AMOUNTS; PERMIT LIST RECORD RETENTION
REQUIREMENTS
1.4.3. EROSION AND SEDIMENTATION CONTROL MEASURES INSPECTIONS AND RECORD
KEEPING
1.4.4. NOTIFICATION OF 'VISIBLE SEDIMENT DEPOSITION LEAVING SITE,
Sp��1
6" MIN. -----a
2" - 3" COARSE
AGGREGATE OR
MINIMUM 2" -3" DIAMETER STONE
sleet
50' MIN.
6" DIVERSION TO DIRECT
RUNOFF FROM R/W
SECTION VIEW
GEO-FABRIC
UNDER ROCK
NOT TO SCALE I
1, OBTAIN PLAN APPROVAL AND NECESSARY PERMITS, CONTACT NCDENR-DEMLR LAND
QUALITY SECTION AND REQUEST PRE -CONSTRUCTION MEETING; HOLD AN ON -SITE
PRE -CONSTRUCTION MEETING PRIOR TO COMMENCING ANY WORK IF NECESSARY.
2, FLAG THE WORK LIMITS AND CONSTRUCTION ENTRANCE AREAS.
3. INSTALL TEMPORARY GRAVEL CONSTRUCTION ENTRANCE/EXIT AND SILT FENCING (IF NEEDED)
ACCORDING TO PLAN.
4, INSTALL UNDERGROUND UTILITIES, IF NEEDED, FOR AMENITIES; CONSTRUCT GRAVEL AND/OR
PAVED PARKING LOT AREAS; CONSTRUCT WOODEN DUNE CROSSOVERS, KAYAK LAUNCH AND
PRIVACY FENCE.
5. INSTALL PERMANENT VEGETATION ON ANY DISTURBED AREAS. THE TIME FRAME FOR
STABILIZATION OF THE DISTURBED AREAS WILL BE PER THE "NPDES PERMIT STABILIZATION
TIMEFRAMES EFFECTIVE AUGUST 2, 2011" - SEE MAINTENANCE PLAN NOTES.
6. ALL EROSION AND SEDIMENTATION CONTROL MEASURES WILL BE INSPECTED AND REPAIRED
ACCORDING TO THE EROSION CONTROL MAINTENANCE PLAN.
7. REMOVE ALL SILT FENCING AND OTHER EROSION CONTROL MEASURES.
8. ESTIMATED TIME FOR ACTIVE CONSTRUCTION SITE IS TWO WEEKS.
EROSION CONTBOL _MAINTENANCE PLAN NOTES
1, ALL EROSION AND SEDIMENT CONTROL MEASURES WILL BE INSPECTED WEEKLY AND AFTER ANY RAINFALL
EVENT. ANY NEEDED REPAIRS WILL BE MADE IMMEDIATELY,
. ALL POINTS OF EGRESS WILL HAVE CONSTRUCTION ENTRANCES THAT WILL BE MAINTAINED IN A CONDITION TO
PREVENT MUD OR SEDIMENT FROM LEAVING THE SITE. PERIODICAL TOP -DRESSED WITH AN ADDITIONAL 2
INCHES OF #4 STONE TO MAINTAIN PROPER DEPTH MAY BE REQUIRED. INSPECT AFTER ANY RAINFALL EVENT
AND IMMEDIATELY REMOVE OBJECTIONABLE MATERIAL SPILLED, WASHED OR TRACKED ONTO THE PUBLIC OR
PRIVATE ROADWAYS,
3. SWALES ARE NOT INTENDED FOR SEDIMENT STORAGE. IN THE EVENT SEDIMENT COLLECTS IN SWALES, THE
SCALE WILL BE CLEANED OUT IMMEDIATELY TO REMOVE SEDIMENT OR OBSTRUCTIONS FROM THE FLOW AREA
AND ALL SIDE SLOPES WILL ALSO BE REPAIRED. SWALES MUST BE TEMPORARILY STABILIZED WITHIN 7
CALENDAR DAYS.
4. SEDIMENT WILL BE REMOVED FROM BEHIND THE SEDIMENT FENCE WHEN IT BECOMES HALF FILLED OR ABOUT 1
FOOT DEEP AT THE FENCE. THE SEDIMENT FENCE WILL BE REPAIRED AS NECESSARY TO MAINTAIN A
BARRIER.
5, ALL SEEDED AREAS WILL BE FERTILIZED, RESEEDED AS NECESSARY AND MULCHED ACCORDING TO
SPECIFICATIONS IN THE VEGETATIVE PLAN TO MAINTAIN A VIGOROUS, DENSE VEGETATIVE COVER,
6. SOIL STABILIZATION SHALT. BE ACHIEVED ON ANY AREA OF A SITE WHERE LAND -DISTURBING ACTIVITIES HAVE
MPORARILY OR PERMANENTLY CEASED ACCORDING TO THE FOLLOWING SCHEDULE (TIMEFRAMES FROM THE
LAST LAND -DISTURBING ACTIVITY):
61. ALL SWALES/DITCHES, PERIMETER SLOPES AND ALL SLOPES STEEPER THAN 11 WILL BE STABILIZED
WITHIN 7 CALENDAR DAYS.
6.2. ALL OTHER DISTURBED AREA WITH SLOPES 11 OR FLATTER WILL BE STABILIZED IN 14 DAYS
6.3. FOLLOWING CONDITIONS OR EXEMPTIONS SHALL APPLY TO STABILIZATION REQUIREMENTS IN 8.1 & 8.2:
6.3.1. EXTENSION OF TIME MAY BE APPROVED BY THE PERMITTING AUTHORITY BASED ON WEATHER OR
OTHER SITE-SPECIF'C CONDITIONS THAT MAKE COMPLIANCE IMPRACTICABLE
6.3.2, ALL SLOPES GREATER THAN 50' IN LENGTH SHALL APPLY GROUND COVER WITHIN 7 DAYS EXCEPT
WHEN THE SLOPE IS FLATTER THAN 4:1
6.3.3. ANY SLOPED AREA FLATTER THAN 4:1 OR LESS THAN 10' IN LENGTH IS EXCEPT FROM THE 7 DAY
REQUIREMENT EXCEPT WITH THE SLOPE IS STEEPER THAN 2:1 (WILL REQUIRE 14 DAYS)
6.3.4. ALTHOUGH STABILIZATION IS USUALLY SPECIFIED AS GROUND COVER, OTHER METHODS, SUCH AS
CHEMICAL STABILIZATION, MAY BE ALLOWED ON A CASE -BY -CASE BASIS.
6.3.5. FOR PORTIONS OF PROJECTS WITHIN THE SEDIMENT CONTROL COMMISSION -DEFINED "HIGH QUALITY
WATER ZONE", STABILIZATION IS WITHIN 7 DAYS.
7, THE OWNER WILL PERPETUALLY MAINTAIN ALL PERMANENT EROSION CONTROL DEVICES IN ORDER TO REDUCE
TI-E EFFECTS OF ONGOING EROSION
8. SWALE SYSTEM MAINTENANCE REQUIREMENTS PER THE STORMWATER MANAGEMENT PERMIT APPLICATION FORM,
HIGH OR LOW DENSITY SUPPLEMENT WILL BE ADHERED TO,
9. FLOCCULANTS WILL BE USED TO ADDRESS TURBIDITY ISSUES, THE PUMPS, TANKS, HOSES AND INJECTION
SYSTEMS WILL BE CHECKED FOR PROBLEMS OR TURBID DISCHARGES DAILY.
MAXIMUM SEDIMENT STORAGE :_EVEL.
REMO'r SEDIMENT WHEN THIS :-VEL
IS REACHED OR AS DIRECTED BY
CONSERVATION INSPECTOR
ULTRAVIOLET RESISTANT (BLACK) MIRIFI FABRIC
OR EQUIVALENT SECURED TC WIRE W.7-4 METAL
CLIPS OR WIRE AT 8" ON CENTER
CARRY APPROXIMATELY 12' OF FABRIC INTO
TRENCH, (8" DOWN & 4" FORWARD ALONG THE
TRENCH) COVER WITH SOIL AND TAMP BACKFILL
CARRY 6" OF WIRE INTO TRENCH
NOT TO SCAI
6" PERVIOUS GRAVEL (SEE NOTE)
GEO--FABRIC UNDER ROCK
V� COMPACTED
J� % ! SUBGRADE
NOTEL
1. "GRAVEL" MEANS A CLEAN OR WASHED, UNIFORMLY -GRADED
AGGREGATE OF STONES FROM A LOWER LIMIT OF 3/4 INCHES TO
AN UPPER LIMIT OF 3.0 INCHES IN SIZE.
2. PROPOSED GRAVEL THICKNESS TO BE DETERMINED BASED ON SIZE
OF ROCK APPROVED BY NORTH CAROLINA STORMWATER MANAGMENT.
3. ALL FILL TO BE COMPACTED PER NCDOT SPECIFICATIONS.
EEMOQUS GRAVEL DUAIL
NOT TO SCALE
1.5" SURFACE
COURSE, SF9.5A
6" AGGREGATE BASE
COURSE
COMPACTED
SUBGRADE
NOTE:
ALL FILL TO BE COMPACTED PER NCDOT SPECIFICATIONS.
NOT TO SCALE I
TOWN OF NORTH TOPSAIL BEACH
SITES 1, 2, 3 &
STUMP SOUND TOWNSHIP, ONSLOW COUNTY, NORTH CAROLINA
TOWN OF NORTH TOPSAIL BEACH, OWNER, D.B. 4084, P. 264 & D.B. 4138, P. 358
TOWN OF NORTH TOPSAIL BEACH
VEGETATIVE PLAN
1. PERMANENT SEEDING
PERMANENT VEGETATION TO BE ESTABLISHED IN ACCORDANCE WITH "NORTH CAROLINA EROSION AND
SEDIMENT CONTROL PLANNING AND DESIGN MANUAL" , SECTION 6.11, LATEST VERSION.
SEEDING MIXTURE SPECIES SAIE
PENSACOLA BAHIAGRASS 50
SERICEA IESPEDEZA 30
CENTIPEDE GRASS 5
GERMAN MILLET 10
SEEDING DATES: APRIL 1 - JULY 15=
SOIL AMENDMENTS: APPLY LIME AND FERTILIZER ACCORDING TO SOIL TESTS FROM THE AGRICULTURE
EXTENSION SERVICE.
MULCH: APPLY 4,000 LB/ACRE GRAIN STRAW OR EQUIVALENT COVER OF SUITABLE MULCH. ANCHOR BY
TACKING WITH ASPHALT, ROVING OR NETTING OR BY CRIMPING WITH A MULCH ANCHORING TOOL. A .DISK
WITH BLADES SET NEARLY STRAIGHT CAN BE USED AS A MULCH ANCHORING TOOL,
LIMESTONE SHALL CONTAIN NOT LESS THAN 85 PERCENT OF CALCIUM AND MAGNESIUM CARBONATES AND
SHALL CONFORM TO THE FOLLOWING MINIMUM STANDARDS: ONE HUNDRED PERCENT (100%) MUST PASS
THROUGH U.S. STANDARD 10 MESH SCREEN AND FORTY PERCENT (40%) MUST PASS THROUGH U.S.
STANDARD 100 MESH SCREEN.
2. TEMPORARY SEEDING - FALL
SEEDING MIXTURE SPECIES RAIE (L AME)
RYE (GRAIN) 120
SEEDING DATES: AUGUST 15 - DECEMBER 30
SOIL AMENDMENTS: FOLLOW RECOMMENDATIONS OF SOIL TESTS FROM THE AGRICULTURE EXTENSION
SERVICE FOR FERTILIZER AND LIME APPLICATION RATES.
MULCH: APPLY 4,000 LB/ACRE STRAW. ANCHOR STRAW BY TACKING WITH ASPHALT, NETTING, OR A
MULCH ANCHORING TOOL, A DISK WITH BLADES SET NEARLY STRAIGHT CAN BE USED AS A MULCH
ANCHORING TOOL,
IF CRIMPING IS USED AS ANCHORING METHOD, THEN 4 TONS/ACRE OF MULCH IS REQUIRED.
MAINTENANCE: REPAIR AND REFERTILIZE DAMAGED AREAS IMMEDIATELY. TOPDRESS THE AREA WITH 50
LB/ACRE OF NITROGEN IN MARCH. IF IT IS NECESSARY TO EXTEND TEMPORARY COVER BEYOND JUNE 15,
OVERSEED WITH 50 LB/ACRE KOBE,
3. TEMPORARY SEEDING - LATE WINTER AND EARLY SPRING
SEEDING MIXTURE SPECIES RAIE (LB,ZACRE)
RYE (GRAIN) 120
ANNUAL IESPEDEZA (KOBE) 50
OMIT ANNUAL IESPEDEZA WHEN DURATION OF TEMPORARY COVER IS NOT TO EXTEND BEYOND JUNE.
SEEDING DATES: DECEMBER 1 - APRIL 15
SOIL AMENDMENTS: FOLLOW RECOMMENDATIONS OF SOIL TESTS FROM THE AGRICULTURE EXTENSION
SERVICE FOR FERTILIZER AND LIME APPLICATION RATES.
MULCH: APPLY 4,000 LB/ACRE STRAW. ANCHOR STRAW BY TACKING WITH ASPHALT,
NETTING, OR A MULCH ANCHORING TOOL. A DISK WITH BLADES SET NEARLY STRAIGHT CAN BE USED AS
A MULCH ANCHORING TOOL. IF CRIMPING IS USED AS ANCHORING METHOD, THEN 4 TONS/ACRE OF
MULCH IS REQUIRED,
MAINTENANCE: REFERTILIZE IF GROWTH IS NOT FULLY ADEQUATE; RESEED, REFERTILIZE AND MULCH
IMMEDIATELY FOLLOWING EROSION OR OTHER DAMAGE.
4. TEMPORARY SEEDING - SUMMER
SEEDING MIXTURE SPECIES REE1
GERMAN MILLET 40
SEEDING DATES: APRIL 15 - AUGUST 15
SOIL AMENDMENTS: FOLLOW RECOMMENDATIONS OF SOIL TESTS FROM THE AGRICULTURE EXTENSION
SERVICE FOR FERTILIZER AND LIME APPLICATION RATES,
MULCH: APPLY 4,000 LB/ACRE STRAW. ANCHOR STRAW BY TACKING WITH ASPHALT, NETTING, OR A
MULCH ANCHORING TOOL. A DISK WITH BLADES SET NEARLY STRAIGHT CAN BE USED AS A MULCH
ANCHORING TOOL. IF CRIMPING IS USED AS ANCHORING METHOD, THEN 4 TONS/ACRE OF MULCH IS
REQUIRED.
MAINTENANCE: REFERTILIZE IF GROWTH IS NOT FULLY ADEQUATE; RESEED, REFERTILIZE AND MULCH
IMMEDIATELY FOLLOWING EROSION OR OTHER DAMAGE.
5. COASTAL CHANNELS AND INTERTIDAL GRASS
SEEDING MIXTURE SPECIES RATE CRE)
COMMON BERMUDAGRASS 40--80
CENTIPEDE SOD SOD
ST. AUGUS11NE SOD SOD
SMOOTH, SALTMEADOW, TRANSPLANTS
GIANT CORDGRASS (INTERTIDAL)
SEEDING DATES
APR - JULY
SOIL AMENDMENTS
FOR COMMON BERMUDAGRASS ONLY:
FOLLOW RECOMMENDATIONS OF SOIL TESTS OR APPLY 3,000 LB/ACRE GROUND AGRICULTURAL LIMESTONE
AND 500 LB/ACRE 10-10-10 FERTILIZER,
MULCH
FOR COMMON BERMUDAGRASS ONLY:
TEMPORARILY LINE CHANNELS AND DITCHES WITH JUTE NETTING, EXCELSIOR MATTING, OR OTHER EROSION
CONTROL BLANKETS TO COVER THE BOTTOM OF CHANNELS AND DITCHES. OTHER OPTIONS ARE TO APPLY
4,000 LB/ACRE STRAW. ANCHOR STRAW BY TACKING WITH ASPHALT, NETTING OR A MULCH ANCHORING
TOOL. A DISK WITH BLADES SET NEARLY STRAIGHT CAN BE USED AS A MULCH ANCHORING TOOL,
MAINTENANCE
FOR COMMON BERMUDAGRASS ONLY:
A MINIMUM OF 3 WEEKS IS REQUIRED FOR ESTABLISHMENT; REFERTILIZE IF GROWTH IS NOT FULLY
ADEQUATE, RESEED, REFERTILIZE AND MULCH IMMEDIATELY FOLLOWING EROSION OR OTHER DAMAGE.
cNor FOP: CON5T)' C�70
RECEIVED
i
MAPPING DATE: AUGUST 25, 2014
DRAWN BY: J, �1� -
CHECKED BY: C,r, f��_1 e5i5
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