SW8080514_APPROVED PLANS_20080710 (2)

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW8 013 05 I`}
DOC TYPE
❑I CURRENT PERMIT
IYI APPROVED PLANS
❑ HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
2oo8 07 1,0
YYYYMMDD

POND RECORD DRA WING
G
SITE a�
LOCATION MAP
NOT TO SCALE
m
/ EXISTING BULKHEAD
BY OTHERS /
EXISTING 42"RCP
BYPASSES OFFSITE
/ DRAINAGE, BY OTHERS /
1
S6
,
x42./\\
A PORTABLE PUMP <
/ DRDR USED AININ IN POND IN AN
EMERGENCY.
111
I / / 2
I Z
rDB r?g� 13 1 3' 13. 1 9,
STATE WATER QUALITY POND CONSIDERATIONS
Surface Area required = 23,540 sf
Surface Area provided le 26,930 sf a WSEL 9.0
Storage Volume required = 51,220 cf
Storage Volurle provided - 60,170 cf a WSEL 11.0
Storage volume Drawdown Time = 3 days
SEDIMENTATION POND CONSIDERATIONS -
Storage required = 19.3 X 1800 = 34,740 cf _
Storage provided 50,000 cf .. .
FORESAY CALCULATION: It
Approxlnate Farebol Volurle 8,900 cf x-1.2 .
NOTE: DELINEATED 404 WETLANDS UNE
HAS BEEN APPROVED BY 7HE US
ARMY CORPS OF ENGINEERS ti
� 4
W
AS -BUILT AREAS:
EL9.0= 26,930 sf
/ l EL10.0= 30,100 sf l / 23' a x 1s" CMP EL11.0= 33.240 sf
State storage=
(b a. i' (� 60,170 cf
/ INV IS' RCP 8.26
/ INV IS' RCP 8.23 \ TOP OULET STRUCTURE 11.04
INV 18' RCP 8.41 , INV 18' RCPS 8.49
INV 18' RCP 8.35 INVERT STRUCTURE 6.39
' \ \ 3' PVC INV 8.99
20
3
ONTROL POINT
PK NAIL INTERSECn
18.71'
3A
10
AS -BUILT SUMMARY (6-30-04) -
ITEM AS -BUILT
\ 1. Impervious area (bldgs., etc.) 14.6 acres
2. Normal pool surface area 26,930 sf
\ 3. Normal pool Surface Elevation 9.0 MSL
Actual pool Surface Elevation 9.2 MSL, 6-04
\ 4. Pond depth (deepest point) 10.2 feet
5. Bottom elevation (deepest) -1.2 MSL
6. Or i f ice elevation 9. 0 MSL
L 7. Weir elevation (State storage) 11.0 MSL
\ B. State storage volume 60,170 cf
�J \ 9. 6' shelf Yes
10. 10' access Yes
\ 11. Forebay Yes
\ 12. Outlet elevation B. 5 MSL
13. Primary Spillway elevation 11.0 MSL
\ 14. Emergency Spillway elevation 13.0 MSL
15, Average embankment elev. 14.7 MSL
\ 16, Side slopes (typical) 2. 51 1 to 311
17. Orifice size 3' PVC
\ \
10 \ /
CONTROL POINT \ \
PK NAIL (PC)
-1 1 ra.72'
EST GATE - Wet detention / retention pond `
Additional Calculation Summary for NCDENR / DWQ 1 \ `
WATER QUALITY CONSIDERATIONS - \
Impervious area calculations+ See Project Data Sheet `
TOTAL IMPERVIOUS = 14.6 acres
DRAWDOWN:
TOTAL AREA DRAINING TO POND = 19.3 acres
Average head from
storage elevation
to orifice
19.3 acres tota t - 14.6 acres Impervious = 4,7 acre green area
11. 0 - 9. 0 / 2 =
1. 0'
3' PVC drain to draw -down pond:
SA
REQUIRED 14.6 X 0,96 + 4.7 x 0.20 / 19.3 = 0.79, or 79%
-
Orif Ice equntion:
Q = CA(2gh)^I/2
Q = 0. 6C. 049)(64.4
X 1. W^1/2
At
7.5' depth, 907 TSS removal, from chart - SA/DA factor = 2.6
= 0. 236 cfs
19.
3 x 0. 01 x 2.8 = 23,540 sf SA REQUIRED
T : 233,000 sec.
3 days
At
Elev. • 9.0 26,930 sf SA PROVIDED
VOLUME REQUIRED: R=C(P)(Pj)(Rv)/121(A)
SEE PAGES A. 1 and A. 2, 'Controt t ing Urban Runoff:
'
A Practical Manual for Planning and Designing
Urban BMPs'
(P)= I'
(Pj)= 0.9
(Rv)= 0.05 + 0. 9(14. 6/19. 3) = 0. 731
(A)= 19.3
R= C(1)(0.731)/123(19.3) = 1,176 acre-feet
= 51,220 cf REQUIRED STORAGE
At E tent. - 11. 0 re 60,170 cf PROVIDED STORAGE
FOREBAY REQUIREMENTS -
Approximate capacity - 50,000 X 20X = 10,000 cf
Provided capocity - 8,90M cf
zz/
INSET VIEW
SCALE: 1 "= 30'
WESTGATE
TOWN OF LELAND
BRUNSWICK COUNTY, NORTH CAROLINA
DA TE'� 6-30-04
SCALE: 30'
OVERALL TO POND:
SITE DATA:
DRAINAGE AREA TO POND - 19.3 acres
TOTAL IMPERVIOUS AREAS -
Buildings and
Parking - 12.3 acres
Streets & walks - 2,3 acres
TOTAL IMPERVIOUS - 14.6 acres
MAINTENANCE PLAN -
1. All measures to be inspected weekly and after any rainfall
event and needed repairs made immediately.
2. Sediment Basin to be cleaned out when the level of sediment
reaches 5.6' below water surface. Riser structure to be cleaned
if excess water above design surface no longer drains
properly.
3. Sediment to be removed from pond foreboy when it is
approximately 25% filled or sediment level is within 5.6' of
water surface.
4. Sediment to be removed from behind the any Silt Fence and
inlet protection devices when it becomes 0.5' deep. Fencing
and inlet protection to be repaired as needed to maintain a
barrier.
5. All seeded areas shall be fertilized, mulched, and re -seeded
as necessary, according to specifications provided, to
maintain a suitable vegetative cover.
6. Construction entrances to be maintained in a condition to prevent
mud or sediment from leaving the construction site. Periodic
topdressing with 2"stone may be required. Remove all objectionable
material spilled, washed, or tracked onto public roadways immediately.
7. Inspect check dams for damage after every rainfall event and repair
as necessary to maintain design height and cross section.
VEGETATIVE PLAN -
1. Permanent vegetation to be established in accordance with
"North Carolina Erosion and Sediment Control Planning and
Design Manual", Section 6.11, latest version. See next Sheet.
STATE STORAGE VOLUME
= 60,170 of
EMBANKMENT TOP= 14.7 (SETTLED)
EMERGENCY SPILLWAY EL - 13.0 3
IF/
STATE STORAGE ELEVATION = 11.0 TOP OF BOX = 11.0
C7 NORMAL WSEL- 9.0 INVERT OUTew 8.5 18eRCP
aae� erg
ea. r
eea� ae�
aee� �
Plan View
1 UPDATED FOREBAY AREA 6-30-04
REV. NO. I REVISIONS DA'iE
Copyright a Hanover Deeir Serwese, P.A., All rot, restnod. Reproduction a aee of the Conlenls or this doaanml a Odcitiona a rtMetiona to ae
dowmant, h Mob a part, withoul whin ameeni of the Lund Sww,er w ri:gheer, is preh@ftad ONY Copes Nan the a/rhd of this dec wl,
me*od with the o,4hd eignahwe and withal sod of the Sww,w a e:gmaw. chat be omeide'ed to ee 06d and Owe capHa
GRATE
PLAN VIEW
6 WIDE, 6:1
VEGETATED
�j
SHELF
Directly under
Water Surface
El.= 8.0 to 9.0
Aquatic Vegetation Zone
3
(n
2 MAX
r7Go
( Z
Q
r
tl
o
I3
0'
�O
W
IQ
OP
��
EMBANKMENT SECTION
SCALE
NOT TO
RECF
MAY 1 `9
BY:St
EXISTING
EL- 11.04' GRATE TOP
WSEL=
9.0
$B 3 "PP VC W/ GRAVEL
AND FABRIC FILTER
90'ELBOW DOWN
B'$ELOW WSEL
i
/��a\
4 - 18 RCP
00.57
OUTLET
PIPES
EXISTING
EL= 6.39'
=ASE
4"x 10Precost Conc.Box
POND BOTTOM ELEV= -1.2 SECTION VIEW
^1 ITI CT 0TM1 1!'%TI IMC n=rA ll C
DENR / DWQ SW8 990807
3
1 �-
INV= EXISTING
&99' INV-8.49'
NOT TO SCALE
RECORD DRAWING FOR THE POND AT ( e__001
WEST GATE ��&�01
LOCATED IN TOWN CREEK TOWNSHIP ^„(,N.� )IV h
XII
BRUNSWICK COUNTY, NORTH CAROLINA
III IIprgl
CAR01/'",,
.
CC,g!ti 9
SEAL
20001
RIVER WIND HOLDINGS, LLC
PO BOX 3167
WILMINGTON, NC 28106, (910)-791-1196
HANO VER DESIGN SERVICES, P.A.
LAND SURVEYORS, ENGINEERS & LAND PLANNERS
319 WALNUT STREET
WILMINGTON, N.C. 28401
PHONE: [phone]
Date:
6-07-04
Scale:
AS SHOWN
Drawn:
MJL
Checked:
DSH
Project No:
6309-POND-04
'Sheet No:
`OC
14:59:37 07/08/2004

Plans and Profiles
WES T GA TE
BEST WESTERN HOTEL &
TO WNE LAKE DRIVE, LELAND.. N.C.
TRACT 2R& 13R OF WEST GATE
LOCATED IN THE TOWN OF LELAND
BRUNSWICK COUNTY, NORTH CAROLINA
DATE. JANUARY2008
SCALE: 1 "= 50'
OWNER / DEVELOPER:
SANKEY PROPERTIES, LLC
P.O. Box 847
Clarkton, NC 28433
910-862-5812
ARCHITECT:
MICHAEL R. McLEOD, ARCHITECT, PA
13-A HAMPSTEAD VILLAGE
HAMPSTEAD, N.C. 28443
910-270-9778
SEE PREVIOUSLY PERMITTED
PROJECTS
DWQ# SW8 990807
DEH-WATER# 0001227
WQ 0017916
STANDARD NOTES:
1. Information concerning underground utilities was obtained from
available records. It shall be the responsibility of the
Contractor to determine the exact elevations and locations
of all existing utilities at all crossings prior to
commencing trench excavation. If actual clearances are less
than indicated on Plan, the Contractor shall contact the
Design Engineer before proceeding with construction.
Any condition discovered or existing that would necessitate
a modification of these plans shall be brought to the attention
of the Design Engineer before proceeding with construction.
2. NO CONSTRUCTION IS TO BEGIN BEFORE LOCATION OF EXISTING
UTILITIES HAS BEEN DETERMINED. CALL "NC ONE -CALL" AT LEAST
48 HOURS BEFORE COMMENCING CONSTRUCTION.
3. All trees which are not required to be cleared for
constuction shall be preserved wherever possible unless
otherwise directed.
4. Contractor shall adjust all manholes, valve and curb boxes to
the final grade upon completion of all construction. Any boxes
damaged or otherwise disturbed by the Contractor shall be
repaired at the expense of the Contractor.
5. The Contractor is responsible for controlling dust and erosion
during construction of his expense. Parking areas shall be
watered to control dust when ordered by the Engineer.
6. No geotechnical testing has been performed on site. No
warranty is made for suitability of subgrode, and undercut and
any required replacement with suitable material shall be the
responsibility of the contractor.
Contractor responsible for geotechnical testing as necessary.
7. Extreme care shall be taken to ensure minimum separations at
all utility crossings.
B. Contractor to ensure that street pavement is placed so as to droin
positively to the roadway inlets and catch basins.
9. Contractor is responsible for obtaining all required permits.
10. This plan is for site utilities, grading, roadwork, and drainage only.
11. Affected Non -Municipal Utilities shall be contacted and provided
with plans and other pertinent information, when feasible, to
coordinate appropriate scheduling and placement. At the minimum
this should include AT&T and Progress Energy.
MORE GENERAL NOTES:
1. ALL CONSTRUCTION TO CONFORM TO TOWN OF LELAND STANDARDS
APPLICABLE STATE & LOCAL CODES.
2. CONTRACTOR TO COORDINATE ANY REQUIRED TRAFFIC CONTROL WITH
THE STATE AND THE TOWN, CONTRACTOR RESPONSIBLE FOR ANY
ADDITIONAL REQUIRED PERMITS.
J. CARE SHALL BE TAKEN DURING FINAL GRADING TO ENSURE POSITIVE
DRAINAGE TO RECEIVING STRUCTURES. ALL STORM WATER RUNOFF FROM
BUILT UPON AREAS (i.e. IMPERVIOUS SURFACES and ROOF DRAINAGE)
TO BE DIRECTED TO STORM SEWER COLLECTION SYSTEM (i.e. STORM INLETS
OR PONDS) BY SWALES, OVERLAND FLOW, ADDITIONAL GRADING, OR
LANDSCAPING INLETS.
4. CONTRACTOR IS RESPONSIBLE FOR COORDINATION OF ANY RELOCATIONS,
RE -ALIGNMENTS, DISCONNECTIONS OR CONNECTIONS OF EXISTING
UTILITIES WITH APPLICABLE AUTHORITIES.
5. CLEARING AND GRUBBING OF SITE TO INCLUDE REMOVAL OF EXISTING
CURB, ASPHALT INLETS, AND ANY OTHER STRUCTURES INCLUDING TREES,
STUMPS AND DEBRIS EXISTING ON SITE. TREES NOT REQUIRED TO BE
CLEARED FOR CONSTRUCTION SHALL REMAIN UNLESS OTHERWISE DIRECTED.
6. MINIMUM SEPARATION SHALL BE MAINTAINED AS FOLLOWS:
a. HORIZONTAL CLEARANCE OF 10 FEET BETWEEN SANITARY SEWER AND
WATER MAINS.
b. WHERE VERTICAL CLEARANCE IS LESS THAN 15" BETWEEN SANITARY
SEWER AND WATER OR WHERE SEWER LINE CROSSES ABOVE WATER
MAIN, BOTH PIPES SHALL BE DUCTILE IRON PIPE FOR A MINIMUM
OF 10' EITHER SIDE OF CROSSING.
c. WHERE VERTICAL CLEARANCE IS LESS THAN 24" BETWEEN SANITARY
SEWER AND STORM DRAIN, SANITARY SEWER SHALL BE DUCTILE IRON
PIPE FOR A MINIMUM OF 10' EITHER SIDE OF CROSSING.
d. WHERE VERTICAL CLEARANCE IS LESS THAN 12" BETWEEN WATER
MAiN AND STORM DRAIN, WATER MAIN SHALL BE DUCTILE IRON
PIPE FOR A MINIMUM OF IQ' EITHER SIDE OF CROSSING.
7. ALL STREETS ARE PROPOSED TO BE PUBLIC (BUILT TO TOWN OF LELAND
STANDARDS/ N.C.O.0.T. PAVEMENT AND SUBGRADE STANDARDS).
8. ALL SANITARY SEWER MAINS TO BE 8" UNLESS OTHERWISE INDICATED.
9, ALL WATER MAINS TO BE 8" UNLESS OTHERWISE INDICATED.
10. TWO VALVES ARE REQUIRED AT "T" INTERSECTIONS AND ONE VALVE ON
THE WATER LiNE TO FiRE HYDRANTS,
11. A BLOW -OFF VALVE IS REQUIRED AT THE TERMINUS OF ALL "DEAD END"
WATER LINES.
IF:\AII\West Gate\base-6309-best western.dwg (Layout Cover-1)
RESTAURANT
� SIGN AND
Ry.4Y
E
ETA6EMnENT
P�
PROPERTY OWNER
tiV
NATHAN S. ET JUDIA
SANDERS
DB 2053 PG 0468
TRACT 1
'
Il'R6
Zl wONED C-2
e PROJECT
K5. LIMITS
\ \
i \
BEEg�gy,�
PR lYE
N 9 \ ro 81EEA I \
-V1, z d ''Tn)ra11
��M1h�lz
e A' ,ase•_``, i i, (55' HEIGHT)
rs 100 ROOM
FF 21.0
' w -. gzae-"•a __ _,. ` � 18:�25 SF
s zee Regulated
� A' r i b4 wnL 4•,)d1,
'1 ca oowrm Wetlands Area I / «>°�P
PRroosEP IlvAcrFn ( / � �w81wrf°Newx rm de '
WETAHI9 aaenDaRar(dHWYH1(TQTD) ✓ i
ay
TOWN LIMITS OF LELAND
CAMERON TRACT
M.B. 7 PG. 167
TOWNE LAKE M. ' 1
NOTE:WATER MAIN IN
DRIVE PREVIOUSLY PERMITTED. \�6, \
SEE DEH-WATER# 0001227 000i'
NOTE:SEWER MAIN IN TOWNE LAKE
TTED. P i t00YEAR FLOOD LINE�� - T
DRIVE PREVIOUSLY PERMI��10/ Per HDS Field Survey
/ August 2007 '-�
SEE WQ 0VIOUSL \.
i
E BFE9�
LINE
IBEARING
DISTANCE
L32
S 30'11'46" E
25, 00'
L33
S 30'11'46" E
1 25.00'
DATUM CONVERSION:
xew ea - Ncw 3g + (-vas) •
100 YEAR FLOOD LINE \
Per Flood Insurance Rate Map Community ID#
RADIUS ARC L. CHORD L. CHORD BEARING 3720 panel 2196 suffix J effective date June 2, 2006.
CURVE
C1
310.00-
10.79'
10.79'
S 60'02'06" W
C2
285.00'
123.27'
122.32-
N 46-34'47" E
C3
335.00'
145.63'
144.48'
S 4638'31" W
C4
425.00'
121.94'
121.52'
N 38'24'56" W
C5
375.00'
124,75'
124.21'
N 39.43'43" W
C6
375.00'
110.49'
110.09'
S 57.42'07" E
C7
310.00'
134.45'
133.40'
S 4636'48" W
C8
425.00'
24.28'
24.27'
N 55'03'02" W
WATER SYSTEM
WEST GATE -Best
Western
Hotel & Restaurant
PIPE SUMMARY
NORTHERN LINE
410
LF
81PVC
SOUTHERN LINE
185
LF
81PVC
HYDRANT & FIRE SERVICE LINES
130
LF
61PVC
RESTAURANT SERVICE
LINE
100
LF
2'PVC
HOTEL WATER SERVICE
LINE
25
LF
4'PVC
HOTEL FIRE SERVICE
LINE
25
LF
81PVC
TOTAL VATER
100 LF OF 2' WATER
MAIN TOTAL
25 LF OF 4' WATER
MAIN TOTAL
130 LF OF 6' WATER
MAIN TOTAL
620 LF OF 8' WATER
MAIN TOTAL
a
m
11 ,
ge�Arrrvr �/
Existing
11
j1
Commercial
\
1111 f \\
PROPERTY OWNER
\
EAST CAROLINA BANK
11
DB 2422 PG 1253
Nil
11
11
WEST GATErBEST WESTERN
STORM SEWER SUMMARY:T❑ EXISTING POND
--------------------------------------------------
LINE DIA LEN INV INV SLOPE GRATE GRATE
ID IN LF EL. EL. % ELEV ELEV
#----------------(DIN)-(UP)--------(DIN)---(UP)
-----------------------------------------------------
EX TO 1 18 32 16.05 16.15 0.31 18.2 18.7
1 TO 2 18 40 16. 15 16. 30 0. 37 18. 7 18. 8
2 TO 3 18 215 16. 30 16. 50 0. 09 18. 8 18. 9
3 TO 4 18 112 16.50 16.60 0.09 18.9 19.7
4 TO 5 18 98 16.60 16.70 0.10 19.7 19.7
5 TO 6 18 188 16.70 16.90 0.11 19.7 19.7
STORM SEWER SUMMARY;NEW POND
-------------------------------------
LINE DIA LEN INV INV SLOPE GRATE GRATE
ID IN LF EL. EL, % ELEV ELEV
# (DW) (UP) (DW) (UP)
OUT TO 7 18 24 11 50 13 00 6 25 END 17 9
7 TO 10 18 88 13.00 13.50 0.57 17.9 17.9
7 TO 8 18 114 13. 50 14. 50 0, 88 17, 9 IS. 4
8 TO 9 18 110 14,50 15.00 0.45 18.4 18.4
10 TO 11 18 140 13, 50 14. 00 0. 36 17, 9 16. 9
NOTE:CURB INLET BOXES TO BE SIZED AS
NECESSARY TO ACCOMMODATE MULTIPLE PIPES.
SITE cH4 °�
�� � z �
P�
`rFsr &
� P G
q� f
✓gLkEN �"�Ly f9
S �fk SAP 9
g�
LOCATION MAP
NOT TO SCALE
LEGEND
E.I.P.
= EXISTING IRON PIPE
E. 1. =
EXISTING IRON
E.C.M. =
EXISTING CONCRETE MONUMENT
R\W =
RIGHT OF WAY
C.P. =
COMPUTED POINT
• =
WETLAND FLAG
SS
SANITARY SEWER
WM ®
WATER METER
COO
CLEAN OUT
CONDUIT
LIP ®
LIGHT POLE
WV od
WATER VALVE
P
FIRE HYDRANT
l✓ Exis
A8.4
tinn-1 11 SSMHgg
1 ` O
\ �1 7N1V 116.54 �� V`�0���
\\\ 1 �\ c_ +49.0 INDICATES SPOT ELEVATION
MORE GENERAL NOTES:
/v m 1. ALL CONSTRUCTION TO CONFORM TO TOWN OF LELAND STANDARDS
AND APPLICABLE STATE & LOCAL CODES.
2. CONTRACTOR IS RESPONSIBLE FOR COORDINATION OF ANY RELOCATIONS,
PHASE 1 SECTION 2 RE -ALIGNMENTS, DISCONNECTIONS OR CONNECTIONS OF EXISTING
M.C. 34 PG 519 UTILITIES WITH APPLICABLE AUTHORITIES.
3. CLEARING AND GRUBBING OF SITE TO INCLUDE REMOVAL OF EXISTING
CURB, ASPHALT, INLETS, AND ANY OTHER STRUCTURES INCLUDING TREES,
DEBRIS EXISTING ON S1TE. TREES NOT REQUIRED TO BE
/ EwsnNc eu HEAD IFS c� 6A2 CLEARED FOR CONSTRUCTION SHALL REMAIN UNLESS OTHERWISE DIRECTED.
BY G�ERS
eYPkSN5Es42 SnE /" S�°�T �'�9TF"G 4. CARE SHALL BE TAKEN DURING FINAL GRADING TO ENSURE POSITIVE
15MA0 GE. BY OTHERy =$ate D , DRAINAGE TO RECEIVING STRUCTURES.
a t
'
c
r/r W 1
I e 9 F
H
a 1 0
SE£6TCRM /
\ S. Ial axEEr♦ / � i \ z 1 /' 1 jg�... _ \ _ � .'
\\
100 YEAR FLOOD LINE
Per HDS Field Survey
August 2007
ISEEPREUIQUSLY RE MI \ \
` �bWQ SiA(8:.05D548-NtOD
G f
05
IWEST GATE
e /Eli r� Ir I` �\, / PPH SE 1 SECTION 1\
.,. BEEsr«wl i� 0 1•. - rUW '' 1��- 12 ..� ',�:. '7, / M.B. 26 PG. 342 ) / �j. /
1� DRAINACE ESMT. / 44,.. �, ' GENERAL NOTES:
2.61 ACRES / . /' - .1\'b\'1\. i/
i l , F4• __� ' ,� 0 .._ / /,. /. .� i 1. This map is not for conveyance, recordation, or sales.
i
RESTAURAN /' �,1. --\ / � / �":/-'" i 2. A portion of this section of property is located within a 100 year flood
n FFE=20.0 1 =n `,.�`,, A,Dr 'N`rr / / / , ,/\ - hazard area according to Flood Insurance Rate Map Community ID#
�. tiro 5,5,24 S .E,E1� Nt -. \ 1 -/ -- /' �• 3720 panel 2196 suffix J effective date June 2, 2006,
\ :PARK G
I. Cy wru,r ,,,1 -/ �� h• and not field verified. Additional topo from HDS, August 2007.
a,aeev, - 9 x ark -
� Ncxn rm« 3. This property is zoned Town of Leland C-2.
4. Sewer service to be NBSD (public).
Water service to be NBSD (public)..
�� ,� I �• TRACA<wa 1 a. ?, ` / �, h9 6.TH1S PROPERTY IS NOT LOCATED WITHIN 2000' OF AN
< ZONEID 2 1 $ 1 ' / - j,.i EXISTING N.C. GRID MONUMENT
s' 'EUN!° 8
An--9 _ -
8
100 YEAR FLOOD LINE
Per HDS Field Survey
August 2007 Regulated
\• TOWN LIMITS OF LELAND Wetlands Area
NOTE WELL:
These plans are for obtaining specific regulatory permits. They do
not purport to show all necessary information required to complete
construction. Subsequent plans by others may be required
including but not limited to retaining walls and security railing
design. Geotechnical consultation is required for subsurface
recommendations and compaction testing.
INDEX TO DRAWINGS
SHEET No.
DESCRIPTION
DRAWING No.
1 OF 9
COVER SHEET and GENERAL NOTES
6309-BW-COV-1
2 OF 9
SITE and GRADING PLAN
6309-BW-S2
3 OF 9
UTILITIES PLAN
6309-BW-U3
4 OF 9
PROFILES
6309-BW-P4
5 OF 9
DETAILS
6309-BW-Di
6 OF 9
ECP STORMWATER COVER SHEET and GENERAL NOTES
6309-BW-ECP-6
7 OF 9
EROSION CONTROL MEASURES, SEDIMENT BASINS, & DETAILS
6309-BW-ECP-7
8 OF 9
POND DETAILS
6309-BW-ECP-8
9 OF 9
EROSION CONTROL/WATER QUALITY NOTES & DETAILS
6309-BW-ECP-9
FA
\ NOTE: DELINEATED 404 WETLANDS LINE FIELD
VERIFIED JULY 3rd 2007 BY THE US
\ ARMY CORPS OF ENGINEERS. USACE
ACTION ID APPROVAL 4-2-08
• SEE $SAW-2008-306
NATIONWIDE PERMIT 18 & 33
NO CAMA PERMIT REQUIRED PER
DIVISION OF COASTAL MANAGMENT.
OCM FIELD VERIFIED 12/18/07
THAT THIS PORTION OF JACKEY'S
CREEK IS NOT NAVIGABLE.
NOTES FOR WATER SUPPLY AND INSTALLATION
1. ALL WATER MAINS TO BE SDR21 PVC PIPE WITH PUSH ON JOINTS.
SEE SPECIFICATIONS FOR ADDITIONAL MATERIALS REQUIRED.
2. 3' MINIMUM COVER ON ALL WATER MAINS,
3. LOCATE ALL METER SETTINGS 5' FROM LOT LINE UNLESS OTERWISE NOTED.
4. ALL COMMERCIAL WATER SERVICE LINES TO TO BE 2" UNLESS OTHERWISE NOTED.
5. FIRE HYDRANTS SHALL BE INSTALLED IN ACCORDANCE WITH COUNTY DETAIL
6. BLOW OFF ASSEMBLIES SHALL BE IN ACCORDANCE WITH COUNTY DETAIL.
7. ALL BENDS AND TEES SHALL BE ADEQUATELY BLOCKED (SEE COUNTY DETAIL).
8. ALL CONNECTIONS TO EXISTING WATER LINE AND BORES TO BE DONE
ACCORDING TO NORTH BRUNSWICK SANITARY DISTRICT SPECIFICATIONS,
9. ALL MAINS SHALL BE ADEQUATELY FLUSHED. PRESSURE TESTED,
AND DISINFECTED IN ACCORDACE WITH THE SPECIFICATIONS.
10. ALL WORK SHALL BE SUBJECT TO INSPECTION BY THE ENGINEER,
NORTH BRUNSWICK SANITARY DISTRICT, AND THE N.C. DEPT. OF ENVIRONMENTAL
HEALTH AND NATURAL RESOURCES, A PRE -CONSTRUCTION CONFERENCE
IS REQUIRED. CONTACT: J, SCOTT LEWIS [phone].
11. ALL WATER SYSTEM WORK SHALL BE DONE TO NORTH BRUNSWICK SANITARY DISTRICT
DETAILS AND SPECIFICATIONS,
BENCHMARK LOCATIONS AND ELEVATIONS
LOCATION:
ELEVATION
1
P.K. NAIL IN CENTERLINE OF INTERSECTION
(WEST GATE OR & NEW POINT BOULEVARD)
18.68' MSL
NAVD 29
J.
4.
1-UK KtI-tKtIVUt Stt M.U. 20 Yte. J42
TOPOGRAPHIC SURVEY iN AUGUST OF 2007.
5.
3.57 ACRES TOTAL AREA NOTE WELL:
6.
THiS PROPERTY IS NOT LOCATED WITHIN 2000' OF AN Portions of this plan reflect previously approved and permitted
EXISTING N.C. GRiD MONUMENT improvements. This plan is an addendum to those plans and does not
supersede any of the previously approved practices or conditions.
\
_
I
NOTE WELL:
1. All storm water runoff from built upon areas A ���
(Le. impervious surfaces & roof drainage) to be E'V v'
\�
directed t0 the storm sewer COICC110n S CAR IINA NOTE WELL,
yTH OMMISSIQ
, •ENT (a •r�( ANY AREAS ON -SITE WITHOUT ACTIVITY IN A 21 CALENDAR DAY PERIOD
(i.e. storm Inlets Or ponds) by swoles, Over al mG[ t\"v^�rn SHALL BE TEMPORARILY STABILIZED AS PER THE SPECIFICATIONS.
t, r - QUP&II1
GR tYV
I z
l Yt m
\
additional grading, or landscaping inlets. !1 Qr VVM ANY SLOPES TO BE STABILIZED AFTER 21 CALENDAR DAYS.
OETNLS SHOM ARE TYPICPL OF WSTALLATOHS REWRED BY BRUNSMN COUNTY.
1HIS SNEET DOES NOT PUR T TO SHOW ALL REOURRED CONSTRUCTON WTAILS, &IT
(A 1 A
(✓ `\
\
RAIHER SERVES AS A GLIDE TIE CONTRACTOR IS RESPONSIBLE FOR ADHERWG TO ALL
COUNTY AND STATE CODES AND CONSTRUCTION STANDARDS.
-•`I
`Y
,
-
\
---- \
No geoUwhnical testing has been performed m site. No warranty
made for sultebRlty of wbgrade, and undercut and any required
�+ I V ✓ repacanent with suitable moteal anal be the reap WbHity
1
r--`.\
RF'. of the contract«.
y \
1
;
JUL 1 0 ZOOS 0' 501 100' 150'
1
1
32 32
� At 08 CtOd8e .(„ I" = 50'
Cover Sheet and General Notes Date:
NOTE: 404 WETLANDS ON SITE AS SHOWN.
3
REVISED PER NCDENR-DEH & NCDENR-DWQ COMMENTS
7/2/08
2
REVISED PER NCDENR-DWQ COMMENTS
6/18/08
1
REVISED PER NBSD COMMENTS
5/2/08
REV. NO.
REVISIONS
DATE
CO Xhhf 0. N 0n Desipn Swvkea. P.A., M nahfa resr Ryroduclkn « use or the contents of Mb documenb « adNtkna « d tkns to Me
documenA M whole o Pm , WMauf erftten ..f of Me Lend So wyo ar En&M .. M Pr WIN.. l 11 clP Iron Me -119 w of thh document,
mooed Wfh the rigMd V,.Wre and a.W.0 ae Pf the Sowy« or EngFreer, MW be conaMered fo be Mid and five aopks.
WEST GATE
BEST WESTERN HOTEL & RESTAURANT
` LOCATED IN TOWN OF LELAND BRUNSWICK COUNTY, NORTH CAROLINA
4saszn o
E a ��L �3�{frtYe2Azb
g 'Jy'iCt37
-7-CCD -08
dhollis ® hdsilm.com
OWNER: SANKEY PROPERTIES, LLC
P.O. Box 847
Clarkton, NC 28433 phone:[phone]
HANOVER DESIGN SERVICES, P.A.
LAND SURVEYORS, ENGINEERS & LAND PLANNERS j
1123 FLORAL PARKWAY
WILMINGTON, N.C. 28403
PHONE: [phone]
psY.Q/1A
Scole:
1 "= 50'
Drown:
DBB
Checked:
DSH
Project No:
6309 BW_C._I
Sheet No:
1
Of:

i _"1::- 1 .........._ice _l.... ..1. _.,_-" .-._... _ _
PROPOSED
CURB & GUTTER
(TYPICAL)
r LEGEND
E.I.P. = EXISTING IRON PIPE
E.l. = EXISTING IRON
E.C.M. = EXISTING CONCRETE MONUMENT
R\W = RIGHT OF WAY
/ 1x \ \
PROPOSED _ \ It
CURB & GUTTER
y (TYPIC ) \ ll I \ \
EXISTIN x`�� \\ pe
CURB GUTTER
2:' JI P
/ 18
TO TO MA H k PRO OSED �A
G ADES FQT�R t� I� �L ` CURB &GUTTER
I & "'CURBIN,��•.(TYPIC
S
EX• � F
g aF� O C
I S
O
'/M L Al �rS RETAININ
WALL
BY OTHE
J
.00 o \ .cs;
5x X`PUN ' wB� NE D ��`
s X RES �20'',0 30�
o1zz7�� S \ N
0 x
oti d" C WEB ENGINES 38 5� 2N 1 X �.
'/ _.., ., of MP,NjP\N P ND SS�R G •.,...-. �, NpTE N1GR�- SV R
/ 78 !'W\ / `' �/ FLOW B� SCE L� O O �, O ECNPRCH\ZEGPC.,OFS �p a REWALIN C
/- �"55 �,. \ ICP ti 0 o P P puSYs M \
�o O N "na 56 S . \` / _ " 8 x x So YP P R` �' ti ER1F p\Ep1G VE Y OIN ER
/ x 8, Z O F\ �. c� o gu,LjPtiN Po 3�
. _ �F� ,8px ,,F.. ° j 9�Fp LC SF,f, RP wA\N F ,
O 6 !9 ��. P p I0'OE
oyw — — O �,c� 5Da
RETAINING _ % 2 �G •r� g'X` /i%;. CF
BY OTHERS /
L3 A4 0 �6/ CIED \� �� 09� /� �y �, o �„ M gE \
O - i/ ` p PY
�h...... 92 6hP' SE \MPP
�25 PRDPD WN RP�CH \ \ my,� / RNS\jE B� x
995,S DSISHO HANDICAP/00 �J
' wE�1AN p•p9 PCR \ j Al
6�lO, _ ,x�`o �1ox J cROs� LKet]�
N 9 32 NOTE WELL:ALL CROSSWALKS AND PARKING
1g 1001, STRIPING TO BE PER M.U.T.C.D. STANDARDS
A5 AND SPECIFICATIONS.'*w / \♦ S8_ �O ,> / '�/ ag0cc' , xx'9
1
x /�// O .Q J'� � //y x
l
O INING %
BY OTH l 1$ x x d x , _ V
TOTAL TRACT W
/ 3.57 Acres
1 �
/ D Lot 2R 2.40 Acres
Lot 13R 1.17 Acres ��� 1 16 \ NYDNj �� ° - - - _ 9pX X �,
/ �1M1'` S O • -� '\QVx,90�
'COVv �`v �'� S, 37, A17 M - - - �.
s. SgpR gip. _ _
/ ��0 3 1 EX�SC�NER NID
40
/ Q0 / REWALL G g�P PSPG�" g� /
BY OTHERS
^
NOTE: CONTRACTOR TO ENSURE THAT O C.P. = COMPUTED POINT
STREET PAVEMENT & CURBING IS PLACED \ / x • = WETLAND FLAG / �� W r)
SO AS TO DRAIN POSITIVELY TO CURB
INLETS AND DRAINAGE STRUCTURES. / SS SANITARY SEWER
x ' WM 0 WATER METER
Coo CLEAN OUT
CONDUIT 5' SIDEWALK / 2J4u� ~
x LIP 4, LIGHT POLE PER SUNTRUST
BANK PLANS
WV i,of WATER VALVE
F/H =FIRE HYDRANT
gyp' x y0ct`0 xrL°• / �OjL� O 2 +49.0 INDICATES SPOT ELEVATION
WETLANDS / / F \ •Ill/\:
x / J0� PROPOSED X�O 'S•
1 6 O ROOF DRAIN 1 9e XREDUCED PRESSURE
x� ONE
COLLECTION K'1'°.QLC' x� CcP�t` BFP BACKFLOW PREVENTER
x EXISTING WATERLINE
EXISTING SANITARY /
SEWER & MANHOLE
y\ Oj / / L. I �p ,f O
O�
x � 1•
PROPOSED V0
/ O CURB & GUTTER gEEOTOE1 C
2 (TYPICAL) PRSHE 4)
\ O ,px \,\ PROPOSED 61 E
xL` SE SS RFt 5' CONCRETE
/ E Q 2\ O \� O SIDEWALK
x 1p. \ 9 O GMATCH RA E) EXISTING /
X ECONpUIT / EONTRA
SQ Ox x \ x EYPICA
e0 l
x
x F\FiE� 2 GD G�2 PROPOSED �� \ J EXISTING/
G ROOF DRAIN Oj° \ x°
PAVE ENT
RYD� p 9 PROPOSED COLLECTION x� 1 BEG NEW
px O' ti ROOF DRAIN ** P ENT
ROOF x % �G� SYSTEM O ��
ti° 6 COLLECTION - ^� ` A, ATCH EXISTIt
SYSTEM**�� NO �11`►� �L°� DICAP
LK
,., M �x1a OP c RAOE)
{>\ S
/r•� X �p ,� � , ` ' I I . ' I ' I � � `. \NCB � -C�� ox x� � ,�"`P�pM\ P1 G1 �
REWALL G ��Q
BY OTHERS 5� O X�03 1�
�°• 2 `NG
x
J��--CURB & GUTTER ti s x VIL�IN / Ve 1GN 9
0 40 9 / / 1 .5 i / / % , I� Xry`. 55` `,
x �
R
\O X
ax 2 SF ti EBR �, GO
� 2� PROPOSED O M rs1
Oj XLO / / / / / x ✓ . R L. \E 1NEE COLD ECDRAINTION O S O�x EX DEH Serial No.E
�� COS \1A1'J E N, EGN j% o f SYSTEM** °� \y�
/ f \ 1 K�
A7�S
6.0' 30, 30,
18 REVERSE CROWN 0.5' Curbing
4"GONG. SPACEG CC (TYPICAL)
SIDEWALK
(TYPICAL) 1.5"' of S9.5A
ASPHALT
GRASSED
TYPE -"A " 8';4BC BASF COURSE AREA
CURB
NOTE HELL:
TYPICAL PARKING BAY SECTION PAVEMENT REQUIREWINTS
MAYBE INCREASED EPER RECOMMENDSS AND ATION OF GE07ECHNXAL
NON -TRUCK TRAFFIC AREA CONSULTANT.
NOT TO SCALE CONTRACTOR RESPONSIBLE FOR COMPAC77ON 7ES77NG
6.0' 30' 30'
18'
4"GONG. REVERSE CROWN 0.5' Curbing
SIDEWALK PARKING (TYPICAL)
SPACE CL
(TYPICAL) 3" of S9.5A
ASPHALT
GRASSED
TYPE "A' J 8"SE COURSE AREA
CURB
NOTE HELL'
TYPICAL PARKING BAY SECTION Mn1EENCREASESED � RECOM �AnOAOrGEOTECHNICAL
TRUCK TRAFFIC AREA CONSULTANT.
NOT TO SCALE SEE SHEET 3 CONTRACTOR RESPON9BLE FOR COMPAcrfow TES7NC
25F
91 �67 4/ `\ ��, CFO i sPROF\LeA - D 11 \ 24
GPMG v \ IONsr►Ee s\o�� o,NtiR�
g. /'- L --- P�KI
Al
7 �V D ,� � ���•� Ij RETAINING
M' APR FLOALL
O W� N `'' IRPC� s BY OTHERS OFB(Q�
7410
OVA 100 DS F1e1d Su \ DBO�N�gRY S��gP�K AZz
o Per H 00� p18 .� Do — — — — -- — 0 / , A9" W 1 WB�NED RECEIVED N 453Q. e9C\ q25
�0p u9ust 2 O o 0 0 L2 . S JUL 10 Z008 2O "
7
J /2" R I
WHERE REVERSE CROWN _
IS REQUIRED GUTTER SHALL 1• R
SLOPE AWAY AS SHOWN
" MOST APPLICATIONS 1 1/4' R
IN PARKING LOT \
STANDARD CURB SECTION
TYPE "A" "TS
sWIS
"NOTE WELL:
ALL HOTEL ROOF DRAINAGE
TO BE DIRECTED INTO
STORM WATER SYSTEM
AS SHOWN.
GENERAL NOTES:
1. This map is not for conveyance, recordation, or sales,
2. A portion of this section of property is located within a 100 year flood
hazard area according to Flood Insurance Rote Map Community ID11
3720 panel 2196 suffix J effective date June 2, 2006.
and not field verified. Additional topo from HDS, August 2007.
J. This property is zoned Town of Lelond C-2.
4. Sewer service to be NBSD (public).
Water service to be NBSD (public).
6.THIS PROPERTY IS NOT LOCATED WITHIN 2000' OF AN
EXISTING N.C. GRID MONUMENT
SITE and GRADING PLAN Date:
NOTE WELL: WEST GATE '-22-03
1. ROAD IS CROWN.
[2. PARKING LOT IS INVERTED CROWN. s°a1e:
BEST WESTERN HOTEL & RESTAURANT 1"= 20'
or 20' 40' 60' LOCATED IN TOWN OF LELAND BRUNSWICK COUNTY, NORTH CAROLINA Drawn:
Jto gytptt OBB
6It R01..
SCALE 1"= 20'
2
REVISED PER NCDENR-DEH COMMENTS
7/2/08
1
REVISED PER NCDENR-DWQ COMMENTS
6/18/08
REV. NO.
REVISIONS
DATE
Capyrtght 0. Hanover Design SeMcea P.A., All rights rase all. Reproduction or me of the aont..te of this d.armint. or addition. or deletions to this
document, In whole or part, without written aonsent of the land Surwyes or Engineer, Is prohenW. Only eopbs from the original of this document,
marked with the original signature and original seal of the Survepr or Engineer, shall be cansldere l to Ca valld and true copies.
S K�' t'k
2Co07
—/ - co `e-9©
dhollis @ hdsilm.com
OWNER: SANKEY PROPERTIES, LLC
P.O. Box 847
Clorkton, NC 28433 phone:[phone]
HANOVER DESIGN SERVICES, P.A.
LAND SURVEYORS, ENGINEERS & LAND PLANNERS �y
1123 FLORAL PARKWAY-1-.1-,
WILMINGTON, N.C. 28403 Iy/91�Ji
PHONE: [phone]
Checked:
DSH
Propct No:
6309 BW-52
Sheet No:
2
of: 9
F:\AII\West Gate\base-6309-best western.dwg (Layout S-2)
i

o
O
PROPOSED O TRUCK TRAFFIC
CURB & GUTTER AREA, SEE DETAIL
(TYPICAL) FOR PAVEMENT
5 O SECTION.
NOTE: CONTRACTOR TO ENSURE THAT
STREET PAVEMENT & CURBING IS PLACED O
SO AS TO DRAIN POSITIVELY TO CURB
INLETS AND DRAINAGE STRUCTURES.
O SO'
® 17 \° 9 '>>
\cp0
PROPOSED S
�-
O <0 ROOF DRAIN
/ f ^ COLLECTION r" AL C
SYSTEM**
SEE PREVIOUSLY PERMITTED y\ / /
PROJECTS 6, /
DWQ# SW8 990807DEH-WATE
WQ 001791# 0001227
TRUCK TRAFFIC
AREA, SEE DETAIL
FOR PAVEMENT 6 �w op-)
2 Rx
SECTION.
/ 0 ' � 04TT3 ACRES O \
40G(�
FARE 2 Gr PROPOSED �� \
G ROOF DRAIN
1�(DRPN PROPOSED ZO f COLLECTION O ��
ROOF DRAIN **
G� SYSTEM
6 COLLECTION
SYSTEM** ���� NPRKIING(P� O
REWALL G P /' \ T
Rw
BY OTHERS 5� �L1 �. 1O
R
♦C♦ PROPOSED , q� ; / '' j�� � ���� �'��
Y
LEGEND
E.I.P. =
EXISTING IRON PIPE
El. =
EXISTING IRON
E.C.M. =
EXISTING CONCRETE MONUMENT
R\W =
RIGHT OF WAY
C.P. =
COMPUTED POINT
• =
WETLAND FLAG
SS
SANITARY SEWER
INM ®
WATER METER
CO*
CLEAN OUT
CONDUIT
LIPS
LIGHT POLE
WV d
WATER VALVE
4 F/H
= FIRE HYDRANT
+49.0
INDICATES SPOT ELEVATION
\ \,
WETLANDS
BFP = REDUCED PRESSURE ZONE
BACKFLOW PREVENTER
EXISTING WATERLINE
�}f
EXISTING SANITARY
SEWER & MANHOLE
O\ PROPOSED
CURB A&) GUTTER SPROf%gA 41
PROPOSED ION SHSE
Cb O 5' CONCRETE
O (MATCHEXISTING/
9 GRADE) /
O X. NDU1T /
SO
3
/ CURB & GUTTER / i G
� NEBIppo
N�e' �� PROPSED
ROOFODRAIN O
O A$ i / / /�� 1E 17 ER SYSTEM"
/
°) / ' —� ♦ NEWP / Al 3 i Rp NOSE P E�pL EN SpE ROPoSED ; % // MECNPRGHtiEUPCt OFS
M
s ♦ ; %i// // ANp Y PpEO S ISSE
/ O Al T ♦ � %/,�j// voR� MAEp1N 5�S1uE &FI�
T1NC5
O i �g 56� ♦♦ ; r� / T�pW• gENDNECESSPR
/ —_55' 18' N ♦ %% PSCTYPICP� i
♦ -- RETAININGWLL�'/ij L�
BY OTHERS i �GiL� I
L3 Aq O 2q6/„ 1� p�TED `♦/ � 9�� % �� s�o /% j% MPY gE
\g 9 �g0 OSEp IMP REO� \ �� F\�L�`y ' *RpZ� BU1�o1NC
�25 PROP 0`NNNPTg �p�1 / ♦` qL
9g`32.1� <g T1ANps lS 09 AORE �O ` A15 \/�Gl�
N 5g'8„ NOTE WELL:ALL CROSSWALKS AND PARKING
ARDS / ♦ 'S '"'�
2�
0
I
I
I
I
I
I
5' SIDEWALK /
PER SUNTRUST
BANK PLANS /
Exlstir
DEH Serial
"
%
r
W STRIPING TO BE PER M.U.T.C.D. STAND gyp/ mom• P.
A5 AND SPECIFICATIONS."` / \ %'
� `♦ \ U'�`,, .P / % O �}1c1�aPgR.4`
AA A
TOTAL TRACT T i \
/ 3.57 Acres Q / RETAINING
G { O
/ Lot 2R 2.40 Acres / ` BY OTHERS
P` D Lot 13R 1.17 Acres { 16 — �5 u.E/
O G�
At 7 STORM
� Gp.M�RO PG A61 v / � \ ♦`♦ �':� sFo ' � � PNSNEe�c 41
M g a Al � / F�G00 �1N
�/ •(EPR Sv,cvey �No ENc�o
6.0' 30' 30,
18'
4"CONC. REVERSE CROWN 0.5' Curbing
PARKING (TYPICAL)
SIDEWALK
SPACE CL /
(TYPICAL) IVVV� 1.5" of S9T
.SA
ASPHAL
I GRASSED
TYPE 'A" I� �� 8"ABC BASE COURSE AREA
CURB
NOTE RELL'
TYPICAL PARKING BAY SECTION PA"ENT ESS RECOMMENDATION!OFGEMAYBENCREASEDPER OTECtTWCAL
NON -TRUCK TRAFFIC AREA CONSULTANT.
NOT TO SCALE CONTRACTOR RESPONSIBLE FOR COMPACRON TESDNG
6.0' 30' 30'
18
REVERSE CROWN
0.5' Curbing
4"CONC.
(TYPICAL)
SIDEWALK SPRCEG
CL
(TYPICAL)
3" of S9.5A
ASPHALT
GRASSED
TYPE 'A"
I �
8 ABC BASE COURSE AREA
CURB
I
NOTE xfTr.•
TYPICAL PARKING BAY SECTION PAVEMENT
NCREA DOPE RECOMMEENNDARON OF
GEOIfCHNICAL
TRUCK TRAFFIC AREA
CONSULTANT.
NOT TO SCALE
CONTRACTOR RESPONSIBLE FOR COMPACDON TESDNG
Ali NpS F %exd \ eCUNogRY
00/ pet t 2�01 A18
/ \ TRUCK TRAFFIC
AREA, SEE
"NOTE WELL: FOR PAVEMENTIL
ALL HOTEL ROOF DRAINAGE SECTION.
R I
WHERE REVERSE CROWN 1, R
IS REWIRED GUTTER SHALL
SLOPE AWAY AS SHOWN
' MOST APPLICATIONS 1 1/4' R
IN PARKING LOT \
STANDARD CURB SECTION
TYPE "Aft
TO BE DIRECTED INTO
STORM WATER SYSTEM
AS SHOWN.
GENERAL NOTES:
1. This mop is not for conveyance, recordation, or sales.
2. A portion of this section of property is located within a 100 year flood
hazard area according to Flood Insurance Rote Map Community ID#
3720 panel 2196 suffix J effective dote June 2, 2006.
and not field verified. Additional topo from HOS, August 2007.
3. This property is zoned Town of Leland C-2.
4. Sewer service to be NBSD (public).
Water service to be NBSD publi
6.THIS PROPERTY IS NOT LOCATED WITHIN 2000' OF AN
EXISTING N.C. GRID MONUMENT
/i
1111110tu:l
/ 0
10 �/
� O
SE��P661
Nd
NOTE WELL:
1. ROAD IS CROWN.
2. PARKING LOT IS INVERTED CROWN,
0' 20' 40' 60'
SCALE 1"= 20'
2
REVISED PER NCDENR-DEH COMMENTS
7/2/08
1
REVISED PER NCDENR-DWQ COMMENTS
6/18/08
REV. NO.
REVISIONS
DATE
Copyright Q. Here", Design S cee. P.A., M rights resrwd. Reproduction or use of the contents of this dowment, r additions or delelkna to this
do terwrt, In whole sr Part, without written consent of the l d Surveyor or Englnee, 1s prohlbited. aMY caber from the orlginol of this document,
marked with the original signawre and original seal of the Sum,or or Englher, shtll be considered to be wild and has cables.
'( K /
ME R
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( 4)
v
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BY OTHERS
�
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p `
-URB/&-
TYPICAL)
Lo
:RE/0VE EXIS
PIP
/TD
�D
N
E/R/
I GUTTER
C AY CDATE NE CONNECTI I Imo- ♦ Z /
ACTOR TO M CH Z
ING GRADES OR LJ \
AEENT & CUR ING. W
W ♦♦
� cc� ' ♦� � HOC
pe
2 4'
/ \ `
PROPOSED /
all CURB &GUTTER I �A 34
(TYPICAL) \\
\ O \
y REWALL INING A31\ /
OBY OTHERS /Y
o � •Lr.
cP
i
R� FG%2lo o F A30 \ G�
J cP
p
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NEC' ENGINEER WC{-vD � �� \ {
1 c �
RP \ R AININ (
CGH\ZE�p�Y OF WALL
ppEO SYSSEMS BY OTy-IERS
y0\LOPN pOStt\uE 3
N, � .�1vz4iiG1D/`\ to \�29
♦ '\ t6
/ ; / //jam \\�♦`
A-
0
�4 � sew—
RETAINING
BY OTHERS OFB(V
p22 F2ECEIVEiJ
JUL 1 0 2008 �s3 �C\ 5
sr20 \ A2
BY: Iy
�633�
UTILITIES PLAN
WEST GATE
BEST WESTERN HOTEL & RESTAURANT
LOCATED IN TOWN OF LELAND BRUNSWICK COUNTY, NORTH CAROLINA
ate,
§, ARO
��ro trweQea»sraoe
«� SEAL
w 20007
--'"I - CO.0a
dhollis @ hdsilm.com
OWNER: SANKEY PROPERTIES, LLC
P.D. Box 847
Clorkton, NC 28433 phone:[phone]
HANOVER DESIGN SERVICES, P.A.
LAND SURVEYORS, ENGINEERS & LAND PLANNERS TT TT
• 1123 FLORAL PARKWAY
WILMINGTON, N.C. 28403
PHONE: [phone]
�25
Date;
2-08
Scale:
i"= 20'
Drown:
DBB
Checked:
DSH
Project N.:
6309 8W-U3
Sheet No:
3
Of: 9
IF: \AII\West Gate\base-6309-best western.dwg (Layout U-3)

Storm-1
3
-I
2
- 1
24
24
rn 00
-.
DO
°
JEx,
-
_J
-
PROPO
ED
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-GRADE
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-
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-
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- -
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1 8
1 8
SEWER
SEE
NOTES
N
BEGI
SEE NOTES
ON
_
---- _
_ --
CO
-
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-
-- ---- --
-COVER
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ATER_MAIN__
-
-
--
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-
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-
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--
---
--
--
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--
---
-
-
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..
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..
--.
-
CONNECT
8" MAI
CHLORI
ATE T
145
GATE _
VALVE
15
0
1 0
75
1+05
1+35
1+65
1+95
2
25
1 2+55
2
85
3
15
3
45
3
75
WATER SYSTEM
WEST GATE -Best
Western Hotel
& Restaurant
PIPE SUMMARY
NORTHERN LINE
410
LF
81PVC
SOUTHERN LINE
185
LF
81PVC
HYDRANT & FIRE SERVICE
LINES
130
LF
6'PVC
RESTAURANT SERVICE
LINE
100
LF
21PVC
HOTEL WATER SERVICE
LINE
25
LF
4'PVC
HOTEL FIRE SERVICE
LINE
25
LF
8'PVC
TOTAL WATER
100 LF OF 2' WATER
MAIN TOTAL
25 LF OF 4' WATER
MAIN TOTAL
130 LF OF 6' WATER
MAIN TOTAL
620 LF OF 8' WATER
MAIN TOTAL
IF: \AII\West Gate\base-6309-best western.dwg (Layout Profiles-4)
3
REVISED PER NCDENR-DEH COMMENTS
7/2/08
2
REVISED PER NBSD COMMENTS
5/2/08
1
UPDATED STORM SEWER
2/13/08
REV. NO.
REVISIONS
DATE
Capright p, Huo. D..pn Servke., PA, NI right. re.erved. Reproductbn or u.. of q. content. of thl, document. or oddltbn. or d.l.tbn. to this
mIn x docuent, ole en pat, wlgoul wrltlconsent of qa Land Surveyor a En9ineer, 6 pmhblted. only copies from tne spinal of thi. document,
morked MO M. oh hol .Igimtur. aal orig4ol .1 of qe surveyor or En9h.eq shall De conWd..d to b valid and true copl ..
WE
WEST GATEIBEST WESTERN
STORM SEWER SUMMARY1T❑ EXISTING POND
LINE DIA LEN INV INV SLOPE GRATE GRATE
ID IN LF EL. EL. % ELEV ELEV
# (DW) (UP) (DW) (UP)
--------------------------
EX TO 1 16 32 16.05 16 15 0 31 18 2 18 7
1 TO 2 18 40 16. 15 16, 30 0. 37 16. 7 18. 8
2 TO 3 18 215 16. 30 16. 50 0. 09 18. 8 18. 9
3 TO 4 18 112 16. 50 16, 60 0, 09 18. 9 19, 7
4 TO 5 18 98 16. 60 16. 70 0. 10 19. 7 19. 7
5 TO 6 18 188 16, 70 16. 90 0. 11 19. 7 19. 7
STORM SEWER SUMMARY1NEW POND
LINE DIA LEN INV INV SLOPE GRATE GRATE
ID IN LF EL. EL. % ELEV ELEV
# (DW) (UP) (DW) (UP)
------------------------------
OUT TO 7 18 24 11.50 13.00 6.25 END 17.9
7 TO 10 18 88 13.00 13,50 0.57 17.9 17.9
7 TO 8 18 114 13, 50 14. 50 0. 88 17. 9 18. 4
8 TO 9 18 110 14. 50 15. 00 0. 45 18. 4 16. 4
10 TO 11 18 140 13. 50 14. 00 0, 36 17, 9 16. 9
NOTE:CURB INLET BOXES TO BE SIZED AS
NECESSARY TO ACCOMMODATE MULTIPLE PIPES.
RECEIVED
JUL 10 2008
BY:
PROFILES
WEST GATE
BEST WESTERN HOTEL & RESTAURANT
LOCATED IN TOWN OF LELAND BRUNSWICK COUNTY, NORTH CAROLINA
Yi,0
pG�4&E "ad9feF .
qS` goL�vOyi�ROZ#'q�'P.'
c''''°rs=,y �e�qsqq{�l.•i v$i{}�"�ey�seg�
r• 'a# 'p' e
_� 20007
dhollis c
OWNER: SANKEY PROPERTIES, LLC
P.O. Box 847
Clarkton, NC 28433 phone:[phone]
HANOVER DESIGN SERVICES, P.A.
LAND SURVEYORS, ENGINEERS & LAND PLANNERS _!
1123 FLORAL PARKWAY
WILMINGTON, N.C. 28403
PHONE: [phone]
Date:
1-22-08
Scale:
HORZ: 1 30'
VER T.: 1 r= 3'
Drawn:
088
Chocked:
DSH
Project No:
6309 BW-P4
Sheet No:
4
Of: 9
S

t
NOTES FOR WATER SUPPLY AND INSTALLATION
1. ALL WATER MAINS TO BE SDR21 PVC PIPE WITH PUSH ON JOINTS.
SEE SPECIFICATIONS FOR ADDITIONAL MATERIALS REQUIRED.
2. 3' MINIMUM COVER ON ALL WATER MAINS.
3. LOCATE ALL METER SETTINGS 5' FROM LOT LINE UNLESS OTERWISE NOTED.
4. ALL COMMERCIAL WATER SERVICE LINES TO TO BE 2" UNLESS OTHERWISE NOTED.
5. FIRE HYDRANTS SHALL BE INSTALLED IN ACCORDANCE WITH DETAIL AS SHOWN.
6. BLOW OFF ASSEMBLIES SHALL BE IN ACCORDANCE WITH DETAIL AS SHOWN.
7. ALL BENDS AND TEES SHALL BE ADEQUATELY BLOCKED (SEE COUNTY DETAIL).
8. ALL CONNECTIONS TO EXISTING WATER LINE AND BORES TO BE DONE
ACCORDING TO NORTH BRUNSWICK SANITARY DISTRICT SPECIFICATIONS.
9. ALL MAINS SHALL BE ADEQUATELY FLUSHED, PRESSURE TESTED,
AND DISINFECTED IN ACCORDACE WITH THE SPECIFICATIONS.
10. ALL WORK SHALL BE SUBJECT TO INSPECTION BY THE ENGINEER,
NORTH BRUNSWICK SANITARY DISTRICT ENGINEERING DEPT. AND THE N.C. DEPT. OF
HEALTH AND ENVIRONMENTAL NATURAL RESOURCES, A PRE -CONSTRUCTION CONFERENCE
IS REQUIRED. CONTACT: J. SCOTT LEWIS [phone].
11. ALL WATER SYSTEM WORK SHALL BE DONE TO NORTH BRUNSWICK SANITARY
DISTRICT SPECIFICATIONS.
NOTE:
DETAILS SHOWN ARE TYPICAL OF INSTALLATIONS REQUIRED BY THE TOWN OF LELAND
AND THE NORTH BRUNSWICK SANITARY DISTRICT (NBSD).
THIS SHEET DOES NOT PURPORT TO SHOW ALL REQUIRED CONSTRUCTION DETAILS, BUT
RATHER SERVES AS A GUIDE. THE CONTRACTOR IS RESPONSIBLE FOR ADHERING TO ALL
APPLICABLE COUNTY AND STATE CODES AND CONSTRUCTION STANDARDS.
GENERAL NOTES
1, NO EXCAVATED MATERIAL SHALL BE PLACED IN ANY STREAM, DITCH OR DRAINAGE -WAY.
2. THE CONTRACTOR IS RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES
BEFORE ANY CONSTRUCTION BEGINS,
3. THE CONTRACTOR IS RESPONSIBLE FOR TEMPORARY SEDIMENT AND EROSION CONTROL
MEASURES WHILE CONSTRUCTION IS IN PROGRESS,
4. THE CONTRACTOR IS RESPONSIBLE FOR STABILIZATION OF ALL DISTURBED AREAS.
5. THE CONTRACTOR IS RESPONSIBLE FOR LA DOWN & STOCKPILE AREAS
(TO ARRANGE AND INSURE COMPLIANCE WITH ALL LOCAL AND STATE REGULATIONS).
EXISTING GROUND
''.
COMPACTED BACKFILL TO
12"
95% MODIFIED PROCTOR
- -
IF UNDER PAVEMENT
CO
CO
<
S
COMPACTED BACKFILL TO
90% MODIFIED PROCTOR
LOPE WALLS TO ANGLE OF
REPOSE OF SOIL OR AS
APPROVED BY THE ENGINEER
6"
COMPACTED PIPE EMBEDMENT
TO 90% MODIFIED PROCTOR
0
-
COMPACTED
GRANULAR MATERIAL
a.
PIPE WIDTH +24"
TRENCH BOTTOM
STANDARD PIPE NTS
TRENCH DETAIL
FULL 18' JOINT
6' PIPE
SEE THRUST BLOCK
HYDRANT DETAIL FOUR RODDING
OD a ypal a TO MAIN
TIE BOLTS
HYDRANT LUGS RETAINER CLAMP
JOINT RESTRAINT HYDRANT TO 1ST FULL JOINT OF PIPE
SEE THRUST BLOCK
HYDRANT DETAIL FOR RODDING
w
a
ooaoo
a
aO
s
TE BOLTS
JOINT RESTRAINT HYDRANT TO MAIN TEE
GUIDELINES FOR
HYDRANT JOINT
RESTRAINT
NTS
ARKED:
SANITARY SEWER OR
STORM DRAIN AS REQUIRED
�yv TOP OF COVER STANDARD MANHOLE
A IJ�Ta d� A
a RING AND COVER
7/8„ OTTOM OF COVER NTS
5/8"
PLAN
2'-1"
1'-11 3/4"
NOTE: 1'-11 1/2
RING AND COVER CONTACT 0'-3 1/8"
SURFACES SHALL BE O'-2 1/,3
MACHINED TO INSURE 0'-7 1/2"
EVEN BEARING OF 0'-1"
COVER AND RING. V-8 3/8" 0'-D 1/2"
MINIMUM WEIGHTS 0'-4 1/8" 0'-4 1/8"
RING 261 LBS. 1'-9 5/8" 0'-5 1/2"
COVER 120 LBS. 0'-5 1/2" V-10 1/4"
SECTION "A -A" 2'-9 1/4"
MARKED:
SANITARY SEWER ALTERNATE
AS REQUIRED
STANDARD MANHOLE
TOP OF COVER RING AND COVER
� A A NTS
OTTOM OF COVER
1/2" 1/2 NOTE:
PLAN RING & COVER CONTACT
SURFACES SHALL BE
MACHINED SO AS TO
V-11 3/4" INSURE EVEN BEARING
0'-1" 2' -1 1 4" 1'-11 1/2" OF COVER ON RING
0'-2 3/4"-� 00'31 1/2" / MINIMUM WEIGHTS;
0'-2 1/8„
4' 0'-7 1 2' RING 1 LBS.
0'-4 3
/ / � COVER 120 LBS.
0'-0 1/2"
V-10 1/4" 0'-0 1/2"
2'-D 1/2"' 2'-9 1/4"
SECTION "A -A" DEWEY BROS. NO. MH-RCR-2001
-�__-_-----_
_--__---____-
--_______--
I r--
I INSULATED
USC APPROVED REDUCED
CB�EER tA55
PRESSURE ZONE (RPZ) j 1
I�_
SACKFLOW PREVENTER
12"
I
ASSEMBLY 1
1 FLANGED
I COUPLING
Q DRESSER 11
I 1 & ADAPTER
�•, COUPLING I I
I
I
FINISHED GRADE '.,
"^
I
I I
� ,.,...
s w
I
SLOPE 10 SUMP 1 I
_M:: FINISHED GRADE
•+ r q 8"LONG PA)• r.V'
/
\/
`• +
..:
SUMP, No.57 CONC BLDCK..'
WASHED
STONE ORT
SUP
FILLPW% GROUT
3
APPROVED
RPZ BACKFLOW PREVENIERS
REWIRED FOR ALL
SERVICES OVER 1" OIA,tETER
NOTE: USC APPROVED BACKFLOW
PREVENTERS REQUIRED ON ANY SERVICE
DETAIL - BACKFLOW PREVENTER LINES OVER 1" DIAMETER.
N.T.S.
USE USC APPROVED MODEL.
FEBCO MODEL 860 MASTER SERIES RPZ
OR APPROVED EQUIVALENTS
C
4 l G
1
C(SQ) MIN. N
6" i T•
MIN.
D(SQ) C A A PUN
BENDS
PLAN AND ELEVATION SMNOR PLAN
PLUGS SWAPS TEES 45'
Ia -
O MIN: ED
SECTION C-C
D(SQ) BENDS AND TEES
"goowL Ws' runs .....amen �Avl.r T.a PAn,
45' VERTICAL BENDS who . c cass.
PIPE
I)--
9IT
BENDS
45'
BENDS
22 1/2'
BENDS
TEES
PLUGS
45'VERT.
A
I B
I A
1 R
A
B
A
B
C
D
D
3
8'
10"
5"
10
3"
B°
5"
12"
6"
14'
21
0.2
4"
8
10
5'
10
3"
e
5
12
6
t4
21
0.2
9°
8
6
8
12
8
10"
20
27"
0.4
B"
14-1
12"
12'
10
8
12'
14"
}2
12
26
33
0.8
STANDARD THRUST BLOCKING
N.T.S.
CLEANOUT FRAME & COVER
I �
I I
I 3/4'
II II 6 15 i6"
II II
r
FINISHED GRADE TOP VIEW -T � "*4 3
SSA\\ 1 1/a•
MINIMUM OF B" BETWEEN 3/e'
CAP & COVER I
NOTE: 9 7/8
1. BOX EQUIVALENT TO 5 1/2'
ENNIS ENTERPRISES
NO. EEVB-001
2. STD. WEIGHT 30 LBS, 4" PIPE
Z < 4"-45' BEND
s
x
18" NIPPLE & /1J\�
/ GLUED CAP
STANDARD CLEANOUT
N.T.S.
IF:\AII\West Gate\bose-6309-best western.dwg (Layout Details-S)
4" WYE
I I I
I
\ / BRICK
EXTENSION
EX STACK /\Y
FINISHED GRADE _ CASTING
PLAN VIEW VIEWEN VIEW AGE
N.T.S. CASTING
CONCRETE COLLAR
I' a"
MOrTM OVER FAIGE STANDARD BRICK
MORTAR
1'
THIS NSTAUIWN REQUIRED WEN:.
VALK BOXES AND CLEMOUTS PRE AND
C CASTING LfVANE BOX !EXTENSION!EXTENSION!EXTENSIONLOCATED N PRESENT DR FUTURE D MERFO PRR
PAVED AREAS. PMOR TO SETTING V&W hu".
CAIRNS, NEW INSTALIATWS DOLL SEWER CLEAJIW CASTC
REWIRE WIL COMPAGTOII OF CENTERED OVER STACI(.
BACKFILL IN 6' Um.
CLEANOUT OR VALVE
IN PAVED AREA
N.T.S.
STANDARD
SIDEWALK
DETAIL
NTS
P
e�
P
.VP ^70
Q
6' or 8' WIDE
DRIPLINE
I
i `4_3' MIN. STAKE
PROTECTIVE BARRIER y HEIGHT ABOVE
OTECTI E B E
s GRADE
TREES TO BE SAVED WILL BE CLEARLY MARKED PRIOR TO CONSTRUCTION
AND A PROTECTIVE BARRIER IS TO BE INSTALLED AT THE DRIPLINE.
DRIP LINE - THE AREA OF SOIL DIRECTLY BENEATH THE TREE EXTENDING
OUT TO THE TIPS OF THE OUTERMOST BRANCHES. NTS
METHOD OF TREE
PROTECTION DURING
CONSTRUCTION
TREE PROTECTION DURING CONSTRUCTION
1. 00 NOT COMPACT SOIL BENEATH TREES. NO VEHICLE SHALL BE ALLOWED TO PARK
UNDER TREES. NO HEAVY MATERIALS SHALL BE STORED BENEATH TREES, RESULTS OF
COMPACTION CAUSE WATER AND AIR NOT TO REACH THE ROOTS AND THE TREE
WILL DIE, THESE "FEEDING ROOTS" OCCUR WELL AWAY FROM THE BASE OF
THE TREE TO THE EDGE OF THE OVERHEAD BRANCH CANOPY. DAMAGING
THE BARK WITH LAWNMOWERS, CONSTRUCTION EQUIPMENT, OR ANYTHING ELSE
IS PROHIBITED. APROTECTIVE BARRIER SHOULD PREVENT DAMAGE FROM
OCCURING DURING CONSTRUCTION,
2. NO CUTTING OF LARGE STRUCTURAL ROOTS LOCATED NEAR THE BASE OF THE
TRUNK. THESE ARE ESSENTIAL IN SUPPORTING THE TREE AND HOLDING IT
UPRIGHT IN HIGH WINDS. REMOVAL OF THESE ROOTS ALONG ONE SIDE IS
OFTEN DONE BECAUSE OF A WALK, PAVING OR BUILDING WHICH IS BEING
CONSTRUCTED.
3. AVOID CUT AND FILL WITHIN DIAMETER OF TREE CROWN DURING EXCAVATION.
EXPANSION JOINT
T 30'INTERVALS(TYP)
tki
I
k kjL
Q i i
1" SCORE(TYP)
k*L
A i
{.*]L
y $
4"THICK
3000 PSI CONCRETE THREADED GALVANIZED STEEL
(8)#4 REBAR THRUST COLLAR SEE "TIE ROD SCHEDULE" FOR
4 EACH WAY QUANTITY AND SIZE OF TIE ROD,
M.J.CAP OR OTHER
-- ---- ---- .L. M.J.FITTING
11e el I D DIP L*
I O II •,I.
I 1 '.
---- I 3„�
_________ __
� ► W AND
DIP TAP
I U AND BRASS NIPPLE
THRUST RING FOR 2"LINE EXTENSION
THRUST COLLAR SHALL BE FORMED USING 1/2-EXTERIOR
PLYWOOD AS PER COLLAR DIMENSIONS SHOWN,
TIE ROD SCHEDULE COLLAR DIMENSIONS
TIE ROD
PIPE DIAM, OUAN, SIZE SIZE LINE MIN.W MIND PLATE DIAM.
4" 2 5/8" 4" 6" L+8" L+2"
6" 2 3/4 6" 9" L+9" L+3"
8" 2 3/4 8" 12" L+9" L+3"
12" 4 3/4' 12" 180 L+9" L+3"
16" 4 7/8" 16" 18" L+9" L+3"
20' 4 1 20" 20" L+9" L+3"
24" 4 1-1/4" 24" 24" L+10" L+4"
30" 4 1-1/2" 30" 24" L+11" L+5"
• CONTRACTOR TO VERIFY DISTANCE
WITH COLLAR SUPPLIERS.
THRUST COLLAR
NTS
elor-
2" ASPHALT
TYPE "1"
EXISTING PAVEMENT N.C.D.O.T, SPEC.
\ EXISTING PAVEMENT
6" COMPACTED MARL BASE
1 (D.O.T. REQUIRES 8")
DITCH LINE DITCH LINE
(FP
IPE
NOTES:
• BACKFILL TO BE INSTALLED IN 6" LIFTS MAXIMUM). AND
COMPACTED TO A MINIMUM DENSITY OF 5% AS DETERMINED
BY THE MODIFIED A.A.S.H.T.O. STANDARD METHOD T-99
• CUT - BACK TO BE PREPARED AFTER TRENCH BACKFILLING
AND COMPACTION
STANDARD SHOWING METHOD
MAKING PAVEMENT REPAIRS
WHERE PIPE INSTALLED
NIS
r-
GENERAL NOTES
I. LOCATION OF WHEELCHAIR RAMPS:
1. IN ACCORDANCE WITH THE RATIFIED HOUSE BILL 1298, ALL SWEET CURBS IN NORTH CARWNA BEING CONSTRUCTED OR RECONSTUCTEO FOR
MAINTENANCE PROCEDURES TRAFFIC OPERATION REPAIRS CORRECTION T F P R
S, RECTIO OF UTILITIES 0R ALTERED OR ANY REASON AFTER SE TEMBE
1973 SMALL PROVIDE WHEELCHIR RAMPS FOR WE PHYSICALLY HANDICAPPED AT ALL INTERSECTIONS NHEITE ROW CURB AND GUTTER AND
SIDEWAlU(S ME FRONDED AND AT OTHER MAJOR POINTS OF PEDESTRIAN FLOW.
2. WMEELCHAR RAMPS SHOULD BE LOCATED AS INDICATED IN DETAIL DRAWINGS, HOWEVER EXISTING LIGHT POLES, FIRE HYDRANTS, DROP
INLETS. ETC. MAY AFFECT PLACEMENT,
$1. CONSTRUCTION NOTES:
1. NO SLOPE SHALL EXCEED 1'-1' (12:1) ON WE RAMP OR SIDEWALK.
2 IN NO CASE SHALL THE WIDTH OF WHEELCHAIR RAMPS BE LESS THAN 40- (3--4-} WIDTHS MAY EXCEED 40- IF NECESSARY.
3. USE CLASS 'A' CONCRETE WITH WE SURFACE HAVING A REA
CH. NON-SKID TYPE FINISH.
4. 1/2' EXPANSION JOINT WiLL BE REWIRED WHERE WE CONCRETE WHEELCHAIR RAMP JOINS MY RIGID PAVEMENT OR STRUCTURE.
5. CONSTRUCTION METHODS SHALL CONFORM ANTI THOSE OF WE GOVERNING BODY WHICH HAS JURISDICTION OF THE PMTIWLAL STREET.
III, ADDITIONAL NOTES:
I. WE INSIDE PEDESTRIAN CROSSWALK LINES SHALL BE ESTABUMED BY BISECTING WE INTERSECTION RADI WHERE MARKED (SEE NOTE 6).
2. WE WHEELCHAW RAMP SHALL BE LOCATED SO THAT THE BEGNNING OF THE WHEEL CHAR RAMP WILL BE TWO FEET FROM THE INSIDE
PEDESTRIAN CROSSWALK UNE
3. WE 1NDW OF WE PEDESTRIAN CROSWALK SHALL BE 10 FEET UNLESS A GREATER WIDTH IS REWIRED TO ACCOMMODATE WE PEDESTRIAN
TRAFFIC.
4, STOP BARS SHALL BE USED WHERE IT IS IMPORTANT TO INDICATE WE POINT BEHIND WIN VEHICLES ME REQUIRED TO STOP IN
COMPUANCE WIN A TRAFFIC SCNAL, STOP SIGN, OR OTHER LEGAL REOUIREMENTS,
5. PARKING SHALL BE ELIMINATED A MINIMUM OF 20 FEET BACK OF PEDESTRAN CRCSSWALX.
C ALL PAVEMENT MMKINGS SHALL BE IN ACCORDANCE MW WE LATEST EDITION OF THE MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES
PUBLISHED BY WE FEDERAL HIGHWAY ADMINISTRATION. WIS IS AVAILABLE FROM THE SUPERINTENDENT OF DOCUMENTS, U.S GOVERNMENT
PRINTING OFFICE, WASHINGTO. D.C. 20402.
GUIDELINES FOR
WHEELCHAIR RAMPS
U-8 1//4§'"
/ 0-0 11/16"
V-2 1/4- T
0'-7 1/4' o
0-11 7/8"
aaa o 0'-6 11 16"
QAa oR 0'-0 1/2" 0'-0 1/8"
b SaI/1
0'-O
ELAN. 00'-0 3/4"
0�6 11 /16"DIA.0,-0 1/I "
0._ / 0-0 1/24
0'-7„ 0-0 1 2' n
0'-0 5/16" 0 p _j 8" 1 0 -4
1 0'-0 1/2" 0'-0 1/2" SECTION "A -A"
\ 0; 10" 0'-6 1/2" DIA,
1 I 1-6 1/4" GREY WVC 6HD CAST IRON OR EQUAL
1 SECTION 'a -A" HEAVY DUTY
0 0'-8 1/4" MINIMUM WEIGHTS
0'-7 3 4" BOX 1400 LLB9.
0-11 �/8" EXTENSION 40 LBS. VALVE BOX LID
EXTENSION
...a--- ..... .� NTS
FINISH GRADE
THRUST COLLAR MIN, COVER 3.5'
DIP DIP
SEE COUNTY THRUST 3/4" THREADED STEEL
COLLAR DETAIL BELOW i/ vt RODS (TYP.)
3" 3" SEE COUNTY THRUST
3" 3• COLLAR DETAIL BELOW
AND FOR RODDING
CONCRETE THRUST BLOCK
(TYP,)
ROD REQUIREMENTS
AS PER NORTH BRUNSWICK SANITARY DISTRICT
GENERAL NOTES:
1. ONCE INSTALLED AND TIGHT, THE STEEL RODS AND BOLTS SHALL BE COATED WITH
TWO COATS OF BITUMINOUS BASE PAINT,
2. CONCRETE SHALL NOT CONTACT BOLTS OR ENDS OF MECHANICAL JOINT BENDS.
3, TYPICAL MIN. CLEARANCE BETWEEN CONCRETE AND END OF BOLT MUST BE 3".
4. APPROVED OFFSETS CAN BE USED IN THIS APPLICATION.
STANDARD
VERTICAL BEND
NITS
CASTING
NTS
AS
2"MJXMJ
4700 SERIES 2"CORP.
GATE VALVE
STOP - IRON PIPE VALVE BOX
WITH 2" SOUARE
THREADED INLET
NUT, OPENS
WITH IP COMPRESSION
RIGHT
OUTLET
NOTE: MJ PLUG TO BE RESTRAINED
RESTRAINT JOINT GLAND
SEE VALVE BOX
BODY WITH DUCTILE IRON
CASTING BASE
SCREWS, BREAK -AWAY HEAD
DETAILS, ABOVE
TO ENSURE PROPER TORQUE
8"MJ CAP TAPPED 2"
PVC OR OIP PIPE
2"PVC CL200
A :I�'"`'•-"+
CONC.BLOCKING
418"LONG 'MAX.
STD.B"MJ GASKET
2"DIA.
BRASS PIPE SCHDAD
PLAIN END
8" TOT" WATERLINE
CONNECTION ASSEMBLY
VNTH TAPPEDCAP
SO 4-27
NTS
RING PLAN VIEW
COVER PLAN VIEW
(BOTTOM)
0'-0 1/2" V-4 1/4" DIA. 0'-0 1/2"
0'-1" D'-D 7/8"
V-3 1/4" DIA. 0'-7 1/2"
0'-0 7/8" 0'-6 5/8"
0'-0 3/8'4 V-3 1/4" DIA. "�0D-4'
66' "
SECTION 'A -A'
MONUMENT
NTS
VAR
SEE OBSTRUCTION DETAIL
SIDEWALK AD(VAR)
PLAZA(VAR}--
SEE NOTE(TYP)
VAR VAR
10' MIN
PED-X-ING
a ,♦
SEE NOTE 2(TYP)';.:..`"':I
4,-0„
2'-0"
TYPICAL LOCATION OF WHEELCHAIR PEDESTRIAN CROSSWALKS & STOP BARS
GUIDELINES FOR
WHEELCHAIR RAMPS AND
DEPRESSED CURBS(A)
NTS
CRUSHED 6" GATE VALVE SEE COUNTY THRUST BLOCK
ROCK \ AND
-BOX DETAIL
E-FOR RODDING
DRAIN y.Li.-_-____
TEE OR CROSS
PLAN
BLOCK
BLOCK
D
,L
N.T.S.
PAY LIMIT FOR HYDRANT INSTALLATION
HYDRANT AS
VARIES
SPECIFIED
1.0'
MUELLER OR
(TTPICAL)
AMERICAN ARCING
®
a
MIRK
(RED IN COLOR)
m
o
HYDRANT
A
BARREL
CRUSHED
?I�VALVEBOX
ROCK
PIPE BENDING
DRAIN
o
AS SPECIFIED
H
GATE
I
VALVE
UNDISTURBED
TEE OR CROSS
EARTH (TYP.)
WITH BLOCKING
II'
" SEE COUNTY THRUST BLOCK
DETAIL FOR RODDING
CONCRETE THRUST
CONCRETE BASE
BLOCK
20"X20"X4" MIN.
18"x18"x6" MIN.
ELEVATION VALVE BLOCKING
N.T.S.
HYDRANT INSTALLATION
NTS
1
REVISED PER NCDENR-DWQ COMMENTS
6/18/08
1
REVISED PER NBSD COMMENTS
5/2/08
REV. NO.
REVISIONS
DATE
Copyright Q. Hanover Design Sar" , P,A., All rights served. Repreduetbn b use of the contents of this documant ddltbna w "000Aa to this
document N Whole r part, without written consent of the Land Surveyr or Engineer. M pmhiblted. Only copies from Me Original of this document,
markad with the original signature min original seal of the Surveyor or EngHmat shall be cansitlNed to be volts and true copies.
A A
J
COVER PLAN VIEW
TOP
SECTION 'B-B'
16 1/16" DIA. AT TOP
10 1/2" DIA, 0'-0 1 8"O'-0 1/8
6" DIA. 1 0'-0 1/2"
0'-1 7/8" 7/6"
0'-2 1 /8" 0'-0 1 /8"
0'-0 1/2"
0'-2 3/8" 1/16'
15 7/8" DIA. 0'-0 1/2
AT BOTTOM
0'-0 5/8"
PART OF SECTION 0'-0 3/8"
ENLARGED
G.R. ENNIS & SON NO. MBX-GRE-16
MINIMUM AVERAGE WEIGHT
RING 120 LBS.
COVER 40 LBS.
MONUMENT
NTS
1/2" EXPANSION JOINT
1/2" EXPANSION JOINT
B
STRIPCURB
5z
F CURB
10,-0" MIN
EXCEED 12.
PED-X-ING
PLAN VIEW WHEELCHAIR RAMP
GUIDELINES
FOR
WHEELCHAIR RAMPS AND
DEPRESSED CURBS(B)
NTS
SIDEWALK
4'-0"
3'-4"
4'-0"
SCORE
VAR
VAR
VAR
2:1 MAX
STEEL T POSTS
P 1.25 LEAF
5' LENGTH
MAXIMUM
SEE NARRATIVE FOR 4' SPACING
SECURE WIRE MESH MORE DETAIL AND 19 GAUGE
TO POSTS AT TOP, ALTERNATE METHODS. HARDWARE CLOTH
MIDDLE AND BOTTpA�
1INI MESH OPENINGS
MINIMUM HEIGHT
OF 2 FEET
-
�il�l■
a. e •
!=1
R'.'
ail:
__�_
{,���YII��Y�T
If:A
will
T�
re 'M
IA.FAI I•
- • •
/I
•
50
NTS PRACTICE 6.51
RECEIVED
JUL 10 2008
BY:
DETAILS
WEST GATE
BEST WESTERN HOTEL & RESTAURANT
LOCATED IN TOWN OF LELAND BRUNSWICK COUNTY, NORTH CAROLINA
4 A,Yaass+ne,e,"
qq
� Ca QE ML
20007'
-Gf).t
dhollis 0
OWNER: SANKEY PROPERTIES, LLC
P.O. Box 847
Clarkton, NC 28433 phone:[phone]
HANOVER DESIGN SERVICES, P.A.
LAND SURI/EYORS, ENGINEERS & LAND PLANNERS
1123 FLORAL PARKWAY
WILMINGTON, N.C. 28403
PHONE: [phone]
Date:
Scale:
22-08
As Shown
Drawn:
DBB
Checked:
DSH
Project No:
6309 BW-Details-5
Sheet No:
5
Of:
i

WEST GATE
BEST WESTERN HOTEL RESTAURANT
TO WNE LAKE DRIVE, LELAND, N.C.
TRACT 2R& 13R OF WEST GATE
Erosion & Sediment Control
and Water Quality Plan
LOCATED IN THE TOWN OF LELAND
BRUNSWICK COUNTY, NORTH CAROLINA
DATE: JANUARY2006
SCALE. 9"= 50'
LIMITS OF DISTURBANCE
140,260 sf, 3.22 Acres
OWNER / DEVELOPER:
SANKEY PROPERTIES, LLC
P.O. Box 847
Clarkton, NC 28433
910-862-5812
ARCHITECT:
MICHAEL R. MCLEOD, ARCHITECT, PA
13-A HAMPSTEAD VILLAGE
HAMPSTEAD, N.C. 28443
910-270-9778
SEE PREVIOUSLY PERMITTED /
PROJECTS
DWQ# SW8 990807
DEH-WATER# 0001227 /
DEH-WATER# 0501029
WQ 0017916
PLANNED EROSION AND SEDIMENT CONTROL PRACTICES -
1.
TEMPORARY GRAVEL CONSTRUCTION ENTRANCE
CE
Practice 6.06
Shall be installed at the entrances of the proposed
project in and from Towne Loke Drive as shown. Drainage
is away from the road and sedimentation will be controlled
with downstream practices. During wet weather it may be
necessary to wash truck tires at these locations.
2.
LAND GRADING
Practice 6.02
Grading should be limited to areas as shown on the Plans.
Cut and fill slopes shall be 3:1 or flatter except where
specifically indicated. Core shall be taken during land
grading activities not to damage existing trees that ore
not required to be removed.
3.
SEDIMENT FENCE
Practice 6.62
SF
Sediment fencing should be Installed as shown on the Pion,
first, to delineate and protect low areas, and around any
X-X-X
temporary stockpile areas as necessary to prevent any graded
interior areas from eroding onto adjacent lands or roadway, or
into inlets.
4.
OUTLET STABILIZATION
6.41
OPractice
Q P
i e located at the downstream end of
RI ro aprons will b
P P P
all discharge pipes to prevent scour.
5.
CONSTRUCTION ROAD STABILIZATION
Practice 6,80
Upon reaching final grade and after utilities have been
installed, roadways and parking areas are to be stabilized by
placing sub -base course of approved 8° ABC stone, as shown in
the typical cross-section detail on the Plan, to reduce
erosion and dust during the remainder of building construction.
6.
SEDIMENT BASIN
S.B
Practice 6.61
The Sediment Basins are to be constructed (see
Construction Schedule) as the primary Practice to prevent
sediment from leaving the site. Detailed design and spillway
configurations are specified in the details as shown on this
Pion and the Narrative. The PVC outlet is to be blocked during
sedimentation function (or not installed) until entire
watershed is permanently stabilized and pond Is converted to
permanent stormwater management detention / retention
function. The Contractor may choose to Install the oriface
during sedimentation function, ONLY if he screens the end
and protects the inlet with #57 stone.
7
TEMPORARY DIVERSION DITCH / BERM:
TD
Practice 6.20
Diversion channel is to be installed as shown on the
Plan to receive runoff from disturbed areas and divert it to
the Sediment Basin as shown.
8.
INLET PROTECTION
O Practice 6.51
IF
Storm sewer inlet barriers of hardware cloth and gravel inlet
protection are to be constructed to help prevent sediment from
entering the storm sewer system. After permanent stabilization
of the entire contributing watershed area, the storm sewer
system is to be flushed to remove accumulated sediment and
ensure design flows.
2•
24' 3
f
171� 11 Ill T�1=f- 1�
FLOW FROM SITE
Vegetate immediately 3 `
Existing
Ground
DETAIL TEMPORARY DIVERSION-�-2,-�'-
Practice 6.20
T- Runoff Flow Direction
_
TD
NOTE: TEMPORARY DIVERSION SHALL
MAINTAIN POSITIVE DRAINAGE
TEMPORARY DIVERSION
TO SEDIMENT BASIN.
PLAN SYMBOL
WEST GATU BEST WESTERN
STORM _SEWER -SUMMARY_TD_ EXISTING_ POND_____ -
LINE DIA LEN INV INV SLOPE GRATE GRATE
ID IN LF EL. EL. 7. ELEV ELEV
#(DW)- (UP)(DW)===(UP)-
EX TO 1 18 32 16.05 1& 15 0.31 18.2 18.7
1 TO 2 18 40 16.15 16.30 0.37 18.7 18,8
2 TO 3 18 215 16.30 16.50 0.09 18.8 18.9
3 TO 4 18 112 16.50 16,60 0.09 18.9 19.7
4 TO 5 18 98 16.60 16.70 0.10 19.7 19.7
5 TO 6 18 188 16.70 16,90 0.11 19.7 19: 7
STORM SEWER SUMMARYINEW POND
LINE DIA LEN INV INV SLOPE GRATE GRATE
ID IN LF EL. EL. % ELEV ELEV
# (DW) (UP) (DW) (UP)
OUT TO 7 18 24 11.50 13.00 6.25 END 17.9
7 TO 10 18 88 13.00 13.50 0,57 17.9 17.9
7 TO 8 18 114 13.50 14.50 0.88 17.9 18.4
8 TO 9 18 110 14.50 15.00 0.45 16.4 18.4
10 TO 11 18 140 13.50 14.00 0.36 17,9 16.9
NOTE:CURB INLET BOXES TO BE SIZED AS
NECESSARY TO MULTIPLE PIPES.
2
?a,e`
LIMITS OF DISTURBANCE
we+•�,E �As / Un"Y"Nr
=3.22 Acres
i
PROPERTY OWNER
tyt` FUNSTON LAND and
TIMBER, LLC.
TRACT 1 5
ZONED C•2
/
,dye �` �� cj / // )•� / 'a. �E,
/
�\ 4
TRACT 2R 4)
gno sa a. Ronexs
ta
,
zAo AD \ `$
A b
HOTEL
v
wawFsshc. b
, ` l
\
b
3 / MOTEL
TOWER
(55' HEIGHT) .. \
/ 5 STORY b N b
°g'aira .. - H _ ss•le• w,` .i, ra 100OOOM
e
18,725 SIF r
RRegulated
Wetlands Area PRQPo510114 a-
WEfV1DB1e4aNNMICH®) ✓ s P _
affi�
TOWN LIMITS OF LELAND
ra O/ ,
?Pig' �
CAMERON TRACT
M.B. 17 PG. 167 ���./ • \ 1
R
SO/
100 YEAR FLOOD LINEN ly
Per HDS Feld Survey
/ August 2007 -
DATUM CONVERSION: • \
MAID 8e - NOYD N + ) ,
100 YEAR FLOOD LINE \
Per Flood Insurance Rate Map Community ID#
3720 panel 2196 suffix J effective date June 2, 2006.
LINE
BEARING
DfSTANCE
L32
S 30'l1'46" E
25.00'
L33
S 30-11'45" E
25.00'
CURVE
RADIUS
ARC L.
CHORD L.
CHORD BEARING
C1
310.00'
10.79'
10.79'
S 60'02'06" W
C2
285.00'
123 27'
122.32'
N 46'34'47" E
C3
335.DO'
14563'
144.48'
S 46'38'31" W
C4
425.00'
121.94'
121.52'
N 38'24'56" W
C5
375.00'
124.78'
124.21'
N 3943'43" W
C6
375.00'
110,49'
110.09'
S 57'42'07" E
C7
310.00'
134.45'
133.40'
S 46'36'48" W
C8
425.00'
24.28'
24.27'
J N 55-OSO2" W
MORE GENERAL NOTES:
1. ALL CONSTRUCTION TO CONFORM TO TOWN OF LELAND STANDARDS
AND APPLICABLE STATE & LOCAL CODES.
2. CONTRACTOR IS RESPONSIBLE FOR COORDINATION OF ANY RELOCATIONS,
RE -ALIGNMENTS, DISCONNECTIONS OR CONNECTIONS OF EXISTING
UTILITIES WITH APPLICABLE AUTHORITIES
3. CLEARING AND GRUBBING OF SITE TO INCLUDE REMOVAL OF EXISTING
CURB, ASPHALT, INLETS, AND ANY OTHER STRUCTURES INCLUDING TREES,
STUMPS AND DEBRIS EXISTING ON SITE. TREES NOT REQUIRED TO BE
CLEARED FOR CONSTRUCTION SHALL REMAIN UNLESS OTHERWISE DIRECTED.
4. CARE SHALL BE TAKEN DURING FINAL GRADING TO ENSURE POSITIVE
DRAINAGE TO RECEIVING STRUCTURES.
I.
INDEX TO DRAWINGS
SHEET No.
DESCRIPTION
DRAWING No.
6 OF 9
COVER SHEET and GENERAL NOTES
6309-BW-COV-1
7 OF 9
EROSION CONTROL MEASURES, SEDIMENT BASINS, & DETAILS
6309-BW-ECP-2
8 OF 9
POND DETAILS
6309-BW-ECP-3
9 OF 9
EROSION CONTROL/WATER QUALI?Y NOTES & DETAILS
6309-BW-ECP-4
PROJECT
LIMITS
�N
11 ,
11 ,
gA�wwr /
Existing
Commercial
11 \\
11 \
11 \
t 0 \\
\ 111 \ \
/v
STANDARD NOTES:
1. Information concerning underground utilities was obtained from
available records. It shall be the responsibility of the
Contractor to determine the exact elevations and locations
of all existing utilities at all crossings prior to
commencing any excavation. If actual clearances are less
than indicated on Plan, the Contractor shall contact the
Design Engineer before proceeding with construction.
Any condition discovered or existing that would necessitate
o modification of these plans shall be brought to the attention
of the Design Engineer before proceeding with construction.
2. NO CONSTRUCTION IS TO BEGIN BEFORE LOCATION OF EXISTING
UTILITIES HAS BEEN DETERMINED. CALL "NC ONE -CALL" AT LEAST
48 HOURS BEFORE COMMENCING CONSTRUCTION.
3. All trees which ore not required to be cleared for
constuction shall be preserved wherever possible unless
otherwise directed.
4. The Contractor is responsible for controlling dust and erosion
during construction at his expense. Graded areas shall be
watered to control dust when ordered by the Engineer.
5. No geotechnical testing has been performed on site. No
warranty is made for suitability of subgrade, and undercut and
any required replacement with suitable material shall be the
responsibility of the contractor.
6. Contractor is responsible for obtaining all required permits,
7. This plan is for land disturbing activities and erosion control only.
Existing \
\ 11 RIM 18.5
\11 INV 16.14
�r�OJV
PHASE 1 SECTION 2
�\, \ M. C. 34 PG. 519
(rmvmeaJ
E%ISTNG',E HEAD �V,`/�F,t-js� ?• \
I E%IS11NG'�42' s W;t,• GA I NG
BYPASSES TE F nPRAINAOE, BY OTHER$'
I
d \
r
I �
A
l
1: 100 YEAR FLOOD LINE
R
rE' As us
JS �W
8
SITE
YS 'cf'r Z aF 0124
\LOCATION MAP
NOT TO SCALE
LEGEND
❑
IRON IN EXIST. CONC. MON.
- - EXISTING SANITARY
SEWER & MANHOLE
- -
- - - EXISTING WATERLINE
E.I.P.
= EXISTING IRON PIPE
E.I.R.
= EXISTING IRON REBAR
E.C.M.
= EXISTING CONCRETE MONUMENT
I.S. =
IRON SET
W/V = WATER VALVE
W/M
= WATER METER
F/H
= FIRE HYDRANT
PIP
= POWER POLE
C.P.
= COMPUTED POINT
+49.0 INDICATES SPOT ELEVATION
•
= WETLAND FLAG
SS
= SANITARY SEWER
R\W
= RIGHT OF WAY
BFP =
REDUCED PRESSURE ZONE
BACKFLOW PREVENTER
COO
CLEAN OUT
CONDUIT
LIP ®
LIGHT POLE
WV-
WATER VALVE
ill
F/H = FIRE HYDRANT
IP
INLET PROTECTION (TYPICAL)
TD
T TEMPORARY DIVERSION
-w_(FLOW DIRECTION)
WETLANDS t,
CE
CONSTRUCTION ENTRANCE o00000
(TYPICAL) coo o°a
LIMITS OF DISTURBANCE
SF
-X- SILT FENCE (NEW)
(TYPICAL)
QP
OUTLET PROTECTION (TYPICAL)
NOTE:SEE SHEET 4 FOR CONSTRUCTION DETAILS
v (1 Per HDS Field Survey \
1 t`I August 2007 \ \
�`--.-------�1 I
)SEE`1142EVlbus
LY�E
,`•n '� _ /:/bWQ#-v71rJC17-UVJHO-IY11.�... \....
l WEST GATE /
PHASE r SECTION 1A /
M.B. 26 PC. 342 ) /
,..,� - � DRAINAGE ESMr.
r
� �: � 2.61 ACRES
SEE SHEETS 1 THROUGH 5 OF THIS PLAN FOR ADDITIONAL DETAILS,
pn xrA"sE°N°cN �1' / / jy1 / INVERTS, INLET ELEVATIONS AND PIPE SIZES & SLOPES.
we
rl 1 g,�PROP�R•rYOWNEROWNER
1 ` dF Nan,,'
NST N LAND an /
ti 1 1, 1 F / "' /
1 / /
1,
t)1
N T
1. AREA COMPUTED BY COORDINATE METHOD
2. ALL DISTANCES ARE HORIZONTAL
b
BENCHMARK LOCATIONS AND ELEVATIONS
LOCATION:
ELEVATION
1
P.K. NAIL IN CENTERLINE OF INTERSECTION
(WEST GATE DR & NEW POINT BOULEVARD)
18.66' MSL
NA VD 29
✓;" 3. FOR REFERENCE SEE M.C. 26 PG. 342
tiff /" 4, TOPOGRAPHIC SURVEY IN AUGUST OF 2007.
5. 3.57 ACRES TOTAL AREA NOTE WELL:
100 YEAR FLOOD LINE --& +� g1 �',� / , 6. THIS PROPERTY IS NOT LOCATED WITHIN 2000' OF AN Portions of this plan reflect previously approved and permitted
Per HDS Field Survey 8 �,� An 1 ` • , EXISTING N.C. GRID MONUMENT improvements. This plan is an addendum to those plans and does not
August 2007 ,. 1 ` / supersede any of the previously approved practices or conditions.
\ Regulated gyp\ 1 \\` / ( NOTE WELL:
TOWN LIMITS OF LELAND Wetlands Area A9 + , I \ 1. All storm water runoff from built upon areas `� ��
e* •'� 1 N` -� ✓• (i.e. impervious surfaces & roof drainage) to be �.,.0 EIVED
\/ \ , \ NOTE WELL:
5 1 \ y\ directed to the storm sewer collection system ANY AREAS ON -SITE MITHOUT ACTIVITY IN A 21 CALENDAR DAY PERIOD
•\ NOTE WELL: STORM WATER POND 1 elf (i.e. storm inlets or ponds) by swales, overland flo JUL 1 0 2008 SHALL BE TEMPORARILY STABILIZED AS PER THE SPECIFICATIONS.
IZ t \ additional grading, or landscaping Inlets. ANY SLOPES TO BE STABILIZED AFTER 21 CALENDAR DAYS.
TO BE LOCATED WITHIN DEDICATED COMMON AREA. ,1 I \ \ \\ OETAU SHOWN ARE TYPICAL OF INSTALLATIONS REQUIRED BY BRUNSWICK COUNTY.
RATHTHIS ESERVO AS T DOES NOT
A WIDE. THE CSHOW MI R ED CONSTRUCTION DETAll BUT
ONTRACTOR 6 RESPONSIBLE FOR ADHERING TO .1t1
• NOTE: DELINEATED 404 WETLANDS LINE FIELD =1(ot
VERIFIED JULY 3rd 2007 BY THE US �• ------
; \
CONSTRUCTION SCHEDULE SUMMARY: ARMY CORPS OF ENGINEERS. USACE 1 / \
STEP-1 Installation of the additional Construction Entrances Sediment ACTION ID APPROVAL 4-2-08 1
, menSEE #SAW-2008-386
Fence, Sediment Basins and Temporary Diversions along with grading NATIONWIDE PERMIT 18 & 33
and stabilization of level s readers NO CAMA PERMIT RE
UIRED PER 1 I
Q
COUNTY AND STATE CODES ANO 001151RUCT01 STANDARDS.
No geoteandcd teetMg hoe bean performed on site. No warranty
is made for suitabNity of subgrade, and underoul and any required
replacement with auitoble material ehall be the responaibfity
of the contractor.
Or 50' 100' 150'
p DIVISION OF COASTALMANAGMENT. 1 2'A+�P W 1" = 50,
STEP-2 Complete construction of retaining walls and storm sewer DCM FIELD VERIFIED 12/18/07 1 _ S 7S 3'
s stem Remove Tam ora Diversion ditches Com let= r=mainin site / Date:
THAT THIS PORTION OF JACKEY'S 1.-' fCP STORMWATER COVER SHEET and GENERAL NOTES
y 1` ry p g CREEK IS NOT NAVIGABLE.
grading and vegetatively stabilize areas where building construction
is not imminent. Install non -municipal utilities. NOTE WELL:
See Construction Schedule on Sheet 9 for additional information. USACOE Fill Permit required prior to any construction in
(Once Step 1 measures are completed and stabilized Contractor proposed fill areas.
may proceed to Step 2.)
NOTE: 404 WETLANDS ON SITE AS SHOWN.
GENERAL NOTES:
1. This map is not for conveyance, recordation, or sales.
2. A portion of this section of property is located within c 100 year flood
hazard area according to Flood Insurance Rate Map Community ID#
3720 panel 2196 suffix J effective date June Z 2006.
and not field verified. Additional topo from HDS, August 2007.
3. This property is zoned Town of Leland C-2.
4. Sewer service to be NBSD public .
Water service to be NBSD public
6, THIS PROPERTY IS NOT LOCATED WITHIN 2000' OF AN
EXISTING N.C. GRID MONUMENT
3
REVISED PER NCDENR-DWQ COMMENTS
7/2/08
2
REVISED PER NCDENR-DWQ COMMENTS
6/18/08
1
REVISED POND CALCULATIONS
5/2/08
REV. NO.
REVISIONS
DATE
Copyright 0. Hanowr Oveign Sen*es, P.A. As rlghts reserved. Reproduction or use of the eantmft or thle document or addtions or deletions to thb
document M whole or pad, without ralttan consent of the land surveyor or Engireer, h ,ralublted. Only aopbe from Me odgind of Ole documanC
marked Win the o.Ngind srlt.,e and ongMef seal of the Surwyar or Engineer, shelf be coh.Wereal to be wild and frur aapbx
WEST GATE
BEST WESTERN HOTEL & RESTAURANT
LOCATED IN TOWN OF LELAND BRUNSWICK COUNTY, NORTH CAROLINA
Se AL
.0n07
0-08
hdsilm.com
OWNER: SANKEY PROPERTIES, LLC
P.O. Box 847
Clarkton, NC 28433 phone:[phone]
HANOVER DESIGN SERVICES, P.A.
LAND SURVEYORS, ENGINEERS & LAND PLANNERS
1123 FLORAL PARKWAY
WILMINGTON, N.C. 28403
PHONE: [phone]
1-22-08
Scale:
1"= 50'
Drawn:
DBB
Checked:
DSH
Project No:
6309 BW-ECP-6
Sheet No:
6
Ot: 9
IF:\AII\West Gate\base-6309-best westerrl (Layout ECP-6)

SF
(TYPICAL)
NOTE:SEE SHEETS 8 & 9 FOR
ADDITIONAL DETAILS AND
\ \
\o.
3S SIGN AND 1 1 \ \
,9y UTILITY \ 1
E EASEMENT
CX
0 \
1 �
LIMITS OF
F
DISTURBANCE Ex•gb 1
(TYPICAL)
\8 C \
CIFICATIONS \ sF TRACT1.00 ACRES 1 1
UN
SPE 5
SFx o
k x
O�• u
px k
j 6
,
�M1 O O M
SIGN �, xM1\� TD / S
\ RETAINING �C8 '+� SF TRACT 2 R (0
,\ BY OTHERS O GS kyo� IP x0�O ° x 2.40 ACRES
ZONED C-2 °a
SF vv cF. / kM1o1 ao x uILDINc ,,I,:. ,`�i�I�����, \. HOTEL
(TYPICAL) , Q x BAc o y I! �'+ ` PARKING
% �` - ; '—;' - f I(� r'1' I 119 SPACES TOTAL
M1'
INCLUDES 5 H.C.
�7y's
42
a3 20'REARBUILDING\ /��///N ' ° HOTEL
SETBACK(, STORY) IF{y / /. °`/ 5 STORY M1\°
LIMITS OF 11 - / % , TD TOWER
A6 DISTURBANCE `� °SF° ', ,% ! (55' HEIGHT)
g (TYPICAL) 78.56' x
LIMITS OF "Sg. 9Sa, O RETAINING SF \ ,' 13 - 100 ROOM
DISTURBANCE J2,7 < \ WALL N 86"55'18" w RRO�OM FFE=21.0
(TYPICAL) 8" BY OTHERS \ / / / O
92656° 18,725 SF
5 TZS Regulated ` / // NOTE WELL: IE=17.5+
Regulated A5 i S}O MECHANICAL ENGINEER
Wetlands Area Wetlands Area , / 5 AND ARCHITECT TO
.� VERIFY ADEQUACY OF
I / x OF BUILDING SYSTEMS
PROPOSED IMPACTED t uMlrs OF ° °� TOMAINTAINPoslmE
WETLANDS (SHOWN HATCHED) ✓DISTURBANCE
0.09 ACRE (TOTAL) / \ (TYPICAL)
TOWNI LIMITS OF LELAND
\ � A75
CAMERON TRACT �p?P/ �� 9�al'
11 3 k
• \ x
ZONED C-2 / w
/ s
LIMITS OF
x \
DIS URBANCE \\
(TYPICAL)
/RETAINING EXISTING BULKHEAD
r+ NOTE WELL: / CD ya / BY OTHEas BY OTHERS
1. ROAD IS CROWN. o� 11 y EXISTING 42°RCP /
2. PARKING LOT IS INVERTED CROWN. / o �_ ttSS77���GD ' IGMN BYPASSES OFFSITE
x�0 , , / /r _ ,DRAINAGE, BY OTHE Y
p\� LIMITS OF
kM1DISTURBANCE
EES YpRM \ (TYPICAL) (
ONM1SHEE 4) O / O �'/�f\
9x M1°° \ \� SEE STORM / / ` M1-�I(i' 'r'� ' `�
M10 \ PROFILE 1 �k / `�-�, f\ � 1 / \ (ON SHEET 4 / - x o '
x\ '�. Gry C W Z
w \ 1
0
HANDI 2
i✓ x \ CR ALKr-
Ox , \
,{+j ,rl. �� I `+ 100 YEAR FLOOD LINE
IX ,,. ►- Per HDS Field Survey
0
,9 D I ,' �1 ++ August 2007
h
pG� 0S 9 4
LIMBS N
C v y!G 1 DISTURBANCE
Wx ,0(TYPICAL)
k �
O x TD �\ Regulated -;'
O ` Wetlands Area
SEE STORM J �' .�% I RETAINING \ /
(OTHERS
IP - I
A311
RESTAURANT
FFE=20.0 \
k 5,524 SF ,
, TD WETLAND
° Cf PARKING ` , 1
WE
ENGINEER 38 SPACES TOTAL � / A30AND ARCHITECT TO 'o ,
VERIFY ADEQUAC, OF INCLUDE52H.C.
M.B. 17 PG. 167 ° Z OF BUILDING SYSTEMS
���J •/ �� ° kM1 0 0 a J pU %` ik° 0 TO MAINTAIN POSITIVE i \ FLOW. do 1 Z +
x HANDICAP/ 80k �.
o� �, /~ 1� TRACT FT, 1 p +
CROSS , ' N � +
TOTAL TRACT ���/ , \� 1 xxs\a ZONEDEG2
3.57 Acres Ov/ ° �'
Lot 2R 2.40 Acres F��/ 100 YEAR FLOOD LINE 1�, N� ,�° M1rk °�� \ 2S, o TD / / \ �A29 1
Lot 13R 1.17 Acres �`Pi Per HDS Field Survey \ N-. '$� rx9 �•„� / '� �k \ / I +
August 2007
SEE
PRO IOLE4 �gx TD CD `ci° o5 REWAI�NING \ +
DATUM CONVERSION: �. u ; ` '
BY OTHERS
q,P ENCLOS.
NAVD 88 = NGVD 29 + (-1.06) . 10
100 YEAR FLOOD LINE \ A1B \ IF D zT.SSIDEBUILDINc 14 2 +1111111' ( za
Per Flood Insurance Rate Ma Community ID# "S, +,� sETBACKaGWER) g
p Y y� 1 ^1 `\\.'.'° 'III y� ( LIMITS OF
70" RETAINING ++ P' I� +\ I DISTURBANCE
3720 panel 2196 suffix J effective date June 2, 2006. m _ 23 \.�.�
BY OT
Regulated Sol,
Wetlands Area A19 \vl 1
0' 30' 60 90' S 85'47 49 W 166.44 �— A24 7
—�— A22 LIMITS OF
,9 A21 L21 LINE
E D DISTURBANCE
A20 L20 G
27
SCALE 1 "= 30° SF
100 YEAR FLOOD LINE
Regulated
Per HDS Field Survey \ LIMITS OF DISTURBANCE wetlands Area 'SJ'2 RETAINING
_ V 1 +\
NOTE: CONTRACTOR TO ENSURE THAT August 2007 0. BY OTHERS V ' } 1
STREET PAVEMENT & CURBING IS PLACED g 140 260 sf 3 22 Acres NOTE' DELINEATED 404 WETLANDS LINE FIELD \
SO AS TO DRAIN POSITIVELY TO CURB
INLETS AND DRAINAGE STRUCTURES.
' VERIFIED JULY 3rd 2007 BY THE US \ \ A25 1 ARMY CORPS OF ENGINEERS. USACE
ACTION 10 APPROVAL 4-2-08
SITE DATA TOWN LIMITS OF LELAND SEE #SAW-2008-386
TOTAL AREA = LOT 2R 2.40 ACRES NATIONWIDE PERMIT 18 & 33 A26
TOTAL AREA =LOT 13R 1.17 ACRES SF
NO CAMA PERMIT REQUIRED PER hTy 1 \\
ZONED C-2 DIVISION OF COASTAL MANAGMENT. S \\
DCM FIELD VERIFIED 12/18/07 ' \
' THAT THIS PORTION OF JACKEYS
\ CREEK IS NOT NAVIGABLE. ' Z
NOTE: 404 WETLANDS ON SITE AS SHOWN.
3
REVISED PER NCDENR—DWQ COMMENTS
7/2/08
2
REVISED PER NCDENR—DWQ COMMENTS
6/18/08
1
REVISED POND CALCULATIONS
5/2/08
REV. NO.
REVISIONS
DATE
LEGEND
❑
IRON IN EXIST. CONC. MON.
�-
EXISTING SANITARY
SEWER & MANHOLE
—
— — EXISTING WATERLINE
E.I.P.
= EXISTING IRON PIPE
E.I.R.
= EXISTING IRON REBAR
E.C.M.
= EXISTING CONCRETE MONUMENT
I.S. = IRON SET
W/V
= WATER VALVE
W/M
= WATER METER
F/H
= FIRE HYDRANT
P/P
= POWER POLE
C.P.
= COMPUTED POINT
+49.0 INDICATES SPOT ELEVATION
•
= WETLAND FLAG
SS
= SANITARY SEWER
R\W
= RIGHT OF WAY
BFP =
REDUCED PRESSURE ZONE
BACKFLOW PREVENTER
CO*
CLEAN OUT
CONDUIT
LIP ®
LIGHT POLE
WV oa
WATER VALVE
4
F/H = FIRE HYDRANT
IP
INLET PROTECTION (TYPICAL)
TD
T TEMPORARY DIVERSION
(FLOW DIRECTION)
WETLANDS
OCE
CONSTRUCTION ENTRANCE o°oocoi
(TYPICAL)
LIMITS OF DISTURBANCE
SF
X SILT FENCE (NEW)
(TYPICAL)
OP
OUTLET PROTECTION (TYPICAL)
NOTE:SEE SHEET 4 FOR CONSTRUCTION DETAILS
_I /2" R I
WHERE REVERSE CROWN
IS REWIRED GUTTER SHALL 1" R
SLOPE AWAY AS SHOWN
MOST APPUCATONS 1 1/4" R
IN PARKING LOT \ J
I
0
STANDARD CURB SECTION
NTS
TYPE "A" SD74)7
6.0' 30' 30'
18'
4"GONG. PARKING REVERSE CROWN 0.5' Curbing
SIDEWALK SPACE CL (TYPICAL)
(TYPICAL) 3" of S9.5A
ASPHALT
GRASSED
TYPE "A' 8'ABC BASE COURSE AREA
CURB
NOTE WELL:
IREMENTS
TYPICAL PARKING BAY SECTION MAYBE£ INT NCREASED£ PSS ER RECOMME DATIONAND SUBGRADEOOF OEOTECHNICAL
TRUCK TRAFFIC AREA CONSULTANT.
NOT TO SCALE SEE SHEET 3 CONTRACTOR RESPONSIBLE FOR COMPACTION TES71NC
6.0' 18' 30' 30' RE IVE
4"CONC. PARKING REVERSE CROWN 0.5' Curbing JUL 1 0 2008
SIDEWALK SPACE CL (TYPICAL)
(TYPICAL) �1.5" of S9.5A BY:
ASPHALT
GRASSED
TYPE 'A" �� 8"ABC BASE COURSE AREA
CURB
NOTE WELL:
TYPICAL PARKING BAY SECTION PAVEMENT EREQUIREMENTS MAYBEINCREASEDPER RECOMME ABONOF CE07ECHNICAL
NOT TO SCALE CONSULTANT.
CONTRACTOR RESPONSIBLE FOR COMPACTION TESTING
EROSION CONTROL MEASURES, SEDIMENT BASIN, & DETAILS
WEST GATE
BEST WESTERN HOTEL & RESTAURANT
LOCATED IN TOWN OF LELAND BRUNSWICK COUNTY, NORTH CAROLINA
' SEAL
n Q0(i? I
ppy�
d oh it s 5 hdsilm©dRi
OWNER: SANKEY PROPERTIES, LLC
P.O. Box 847
Clorkton, NC 26433 phone:[phone]
HANOVER DESIGN SERVICES, P.A.
LAND SURVEYORS, ENGINEERS & LAND PLANNERS _
1123 FLORAL PARKWAY 17AJ�ti$�T'
WILMINGTON, N.C. 28403
PHONE: [phone]
Date:
1-22— 08
Scale:
I"= 30'
Drawn:
DBB
Checked:
DSH
Project No:
6309 BW—£CP-7
Sheet No:
7
a,: 9
F: \AII\West Gate\base-6309—best western.dwg (Layout ECP-7)

STATE STORAGE VOLUME
= 6,633 cf
V MINIMUM I
I
POND BOTTOM MAY BE
OVEREXCAVATED FOR
SEDIMENT STORAGE
:Y SPILLWAY EL =
10-YEAR WSEL-
TOP OF BOX = 1:
RETAINING
WALL BY
OTHERS
3
1F
EMBANKMENT
18°RCP 2p LF
PIPE
10' WIDE, 10:1 1-- 1
VEGETATED
SHELF OS
.SB
�\
EI.= 10.5 to 11.5
Aquatic Vegetation Zone
T�i4,
EMBANKMENT SECTION POND No.1
See Detail
Sheet 9
WEST GATE- BEST WESTERN VOLUME REQUIRED, R=t(P)(Pj)(Rv)/121<A)
Wet detention/retention pond No.1
Additional Calculation Summary for NCDENR / DWO r SEE PAGES A.1 and A.2, 'Controlling Urban Runoff
q Practical Manual for Planning and Designing Urban HMPs'
(P)= 1. 5'
WATER QUALITY CONSI➢ERATIONS - (Pj) 0,9
Impervious area calculations: See Project Data Sheet (R0= 0.05 + 0.9(47,650/68,073) = 0.60
TOTAL IMPERVIOUS = 47,650 sf (1.1 acres) (A)= 66,073 sf
R= C (1. 5) (0. 68/ 12] (68, 073) = 5,790 cf
TOTAL AREA DRAINING TO POND = 68,073 sf (1.56 acres) = 5,790 cf REQUIRED STORAGE
1,56 acres total - 1.1 acres Impervious = .46 acre green 6, 633 cf PROVIDED STORAGE R ELEV.= 12.2
SA REQUIRED: 47,650 (1. 1) / 68,073 (1.56) = 0.70, or 70% DRAWDOWN:
Average head from storage elevation to orifice -
At 4. 1' depth, 90% TSS removal, from chart - SA/DA factor = 6. 0 12.2-I1. 0 / 3 = 0. 4'
68,073 x 0.01 x 6.0 = 4,085 sf SA REQUIRED 1" drain (1' orifice In 4' PVC Cap) to draw -down pond,
At Elev. = 11.0 = 4, 130 sf SA PROVIDE➢ Orifice equation: 0 = CA(2gh)'1/2
T = 5 days
NOTE: 404 WETLANDS ON SITE AS SHOWN.
ELEV.
AREA
VOL. STORAGE STORAGE
(Ft)
(SF)
Ccf)
Ccf)
(ac_ft)
PEAK DISCHARGE SUMMARY -
111 0
4, 130
0(1) pre -developed 1.03 cfs
12, 0
6, 140
2,945
5,388
0, 12
9(10) pre -developed = 3. 30 cfs
12, 20
6,318
1,246
6,633
0, 15
W 100) pre -developed = 5.71 cfs
Q( 1) post -developed 0. 42 cfs @ WSEL = 12, 1
13, 0
7,030
5,339
11,973
0. 27
WIG) post -developed = 2.99 cfs @ WSEL = 12, 7
14. 0
7,300
7, 165
19, 138
0. 44
0(100)post-developed = 5.77 cfs @ WSEL = 13.0
15. 0
7,585
7,443
26,580
0, 61
STATE WATER QUALITY POND CONSIDERATIONS -
16, 0
8,500
8,043
34,623
0, 79
Surface Area required 4,085 sf
STATE
STORAGE of
EL=12.2
6,633
0.15
Surface Area provided 4,130 cf @ WSEL 11.0
Storage Volume required 5,790 cf
Storage Volume provided = 6,633 cf @ WSEL 12.2
Storage Volume Drawdown Time = 5 days
SEDIMENTATION POND CONSIDERATIONS -
Storage required = 1.56 X 1800 = 2,813 cf
Storage provided = 10,073 cf f
FOREBAY CALCULATION:
Forebay Volume = 3,440 cf (20.2%)
20Z Volume of Storage = 17,008 X .2 = 3,401 cf
NOTE:SEE SHEET 9 FOR
ADDITIONAL DETAILS AND
SPECIFICATIONS.
WELDED REBAR
4
TRASH GRATES,
GALVANIZED,°
3r
4 WT 4
NOT TO SCALE
cl N` ERm O�Ert
6"�
18"RCP
WEIR CUT
6"
HELDED BAR
TRASH RACK
2' WIDE WEIR CUT
4
BOLTED IN PLACE
ONE EACH SOX
4
VC
Scrcs
1
Plug2,0'
WEIR CUT
18%1CP
4'PYL'
fNV11.0
ilEf
MSELINV-
JZ
'W1.0vPf1L0CL4'
P1'h9'
for contro
6 7m
PLAN VIEW
155,
B GRAVEL BASE
MIN.
I-,VCProducts NM8
or eguilabnt
SECTION
VIEW
OS
OUTLET STRUCTURE DETAILS (POND 1)
NOT TO SCALE
RAILING
OTHERS ** NOTE WELL: ALL 1:1 ABOVE WATER
BY SLOPES TO BE NON-VEGATIVE & MUST
19 8 BE REINFORCED WITH RIP RAP OR
RETAINING EQUIVALENT.
WALL BY
OTHERS
3: 1 SLOPE
12.0 11.0 10.5 STATE STORAGE ELEVATION = 12.2 WEIR CUTS = 12.2
NORMAL WSEL= 11.0
10.0 CUT-OFF -
11.5 9.0 WALL BY
80 OTHERS
NOTE: 404 WETLANDS ON SIR: AS SHOWN.
BLOCK CUT-
OFF WALL,
SEE PLAN i=
COORDINATE
W/ ARCHITECT
O
TOP=11.0
w in
Forebay volume
FES
WSEL
20% of required Ld
OUTLET
' -11.0
storage, typical p
PIPE
1.0'
` WEIR CUT
OUTLET
=ELEV. 10.0
PROTECTION
ALL SLOPES/SED.=
1:1 MAXIMUMAS ON PLANS
VE
- 4.0
Forebay
Bottom
Elev.= 3.0
/,,'�FATION
AS
ANUFACTURER
FOREBAY SECTION DETAIL
NOT TO SCALE
COVER OVER
PIPE 0 PIPE
�1
1
18 �
A29 �1
l ! Tl
ELEV 17
1
0 ' °° o t
\ 16
Po 1 p
Sur
i. Mimi i D t
Averb t .1
1
ly' 1,
Ave ap� 1�e �HI (, Blume/SA
urn 1,7 0 of
A 28
Retaining
Wall
II�II I I
p I I I I I I I i By Others
3 21
5 4
10
Illl�l l � I
I
V 2� I
S �
)y EM.SPILLWAY LENGTH= 20' 70., a6,
SPILLWAY El .= 14.0 A
TOP OF BANK= 15.0 _ - \S. Sag S "
24dP �J1 I ,Oa/ s�0 e ...
A 22 Regulated
-- es.
WETLAND Wetlands Area
sib
LINE
AQUATIC VEGETATION ZONE. -
FROM
EL= 10.5 TO EL= 11.5
SUITABLE SPECIES FOR PLANTING IN
THIS ZONE ARE AS FOLLOWS:
- SAGITTARIA LATIFOLIA (COMMON ARROWHEAD)
- SAGITTARIA LANCIFOLIA (DUCK POTATO) V
- SAURURUS CERNUUS (LIZARDTAIL) �� �� Retaining
- PELTANDRA VIRGINICA (ARROW ARUM) Wall
IF ONE OR MORE OF THE SUGGESTED SPECIES A PORTABLE PUMP �O By Others
IS UNAVAILABLE, APPROPRIATE WETLANDS TO BE USED TO
VEGETATION COMMON TO THE COASTAL CAROLINA DRAIN POND IN AN /A
REGION MAY BE SUBSTITUTED. EMERGENCY.
*NOTE WELL: 1:1 UNDERWATER SLOPES MUST J
BE STRUCTURALLY STABILIZED WITH GEOGRID J
AND/OR GEOTEXTILES AS PER RECOMMENDATION 6
OF THE GEOTECH/SOILS CONSULTANT.
PROPEX TRM (TURF REINFORCEMENT MAT)
C-35 OR EQUIVALENT.
** NOTE WELL: ALL 1:1 ABOVE WATER NOTE: DELINEATED 404 WETLANDS LINE FIELD
SLOPES TO BE NON -VEGETATIVE & MUST VERIFIED JULY 3rd 2007 BY THE US
BE REINFORCED WITH RIP RAP OR ARMY CORPS OF ENGINEERS. USACE
EQUIVALENT. ACTION ID APPROVAL 4-2-08
ONLY.
SEE PLAN VIEW
REINFORCED
11 SLOPE**
13.0 1 i
3:1 SLOPE 11.0 14.0
- 10.5 13.0
00.0
9. 11.5 3:1 SLOPE
8.0
3:1 SLOPE 7.0 *1:1 SLOPE 7.0 10' VEGETATIVE
10' VEGETATIVE 6.0 *1:1 SLOP 6.0 SHELF (10:1 SLOPE)
1.5
SHELF (10:1 SLOPE) S'0 __ SED_REMOVAL=4.0 5 0 FROM ELEV. RETAINING
FROM ELEV. 10.5-11.5 4'0 3.0 O RETAINING
3.0 POND BOTTOM 3.0 -_2 0 WALL BY
SEDIMENT REMOVlL=1.0 - -1.0 OTHERS
0.0
FOUNDATION ASS
PER MANUFACTURER
IF:\AII\West Gate\base-6309-best western.dwg (Layout ECP-8)
NOTE WELL: ALL 3:1 SLOPES
TO BE VEGETATIVELY STABILIZED
W®_
eg
SS _Sae -
v -
��► 09
OUT
87'
=�. s 4
���
® ai® R�
EL
0.01
Z�
Z
t(n_J
15.2
STONE
d50=3"
SOD OR
I�LLJ
c
Of
0
(1' THICK)
REINFORCED
LEVEL
VEGETATIVE
0) Z
SPREADER
SOIL
ITV)
1
\
JX
10.0
w�
VEGETATION
POND CROSS SECTION DETAIL
NOT TO SCALE
SEE #SAW-2008-386
NATIONWIDE PERMIT 18 & 33
NO CAMA PERMIT REQUIRED PER
DIVISION OF COASTAL MANAGMENT.
DCM FIELD VERIFIED 12/18/07
THAT THIS PORTION OF JACKEY'S
CREEK IS NOT NAVIGABLE.
NOTE WELL: ALL 3:1 SLOPES
TO BE VEGETATIVELY STABILIZED
A 2 7
`L SOD
W W OR REINFORCED
VEGETATED SOIL
�, LS
A25 W O 00
Existing
Vegetation '
SOD _ v <' ,
OR REINFORCED A26 ''
VEGETATED SOIL �� 2 1
CD NOTE WELL: STORM WATER I
POND TO BE LOCATED
PROPERTY WITHIN DEDICATED COMMON AREA.
LINE .� 10' 0' 10' 20' RE. - -.; VED
SCALE 1"=10' A 0 l008 1
NOTE: 404 WETLANDS ON SITE AS SHOWN.
3
REVISED PER NCDENR-DWQ COMMENTS
7/2/08
2
REVISED PER NCDENR-DWQ COMMENTS
6/18/08
1
REVISED POND CALCULATIONS
5/2/08
REV. NO,
REVISIONS
DATE
Cce,Heht 0. How.. Despn SIwwI , P.A., AN dots reserved Reprod 4VIwr or use of the contents of Mh: documwnt, ar oddlfkms e- deletksu to Mb ,
document h whole or port, elehout witten c... t of Me Lmd Sorw,wr or Engineer, is prohiblfet Only copies Mom Me arighol of this document,
morked wlM Me odglnd xwgnohrre and "bow seal of Me Surw:,or or Engheer, show be considered to be .wild owd MI. copies.
POND DETAILS
WEST GATE
BEST WESTERN HOTEL & RESTAURANT
LOCATED IN TOWN OF LELAND BRUNSWICK COUNTY, NORTH CAROLINA
20007
OWNER: SANKEY PROPERTIES, LLC
P.O. Box 847
Clarkton, NC 28433 phone:[phone]
HANOVER DESIGN SERVICES, P.A.
LAND SURVEYORS, ENGINEERS & LAND PLANNERS
1123 FLORAL PARKWAY
WILMINGTON, N.C. 28403
PHONE: [phone]
Dote:
Scale:
2-08
1"= 10'
Drawn:
DBB
Checked:
DSH
Project No:
6309 BW-ECP-B
Sheet No:
8
Of.. 9

COMPACTED FILL OR -\
GRAVEL, EXTENSION
OF FABRIC AND WRE
INTO THE TRENCH
NOTE:
SEE NARRATIVE
FOR MORE DETAIL.
SOE M TRIC VIEW
;t B'SPACING
SEE NARRATIVE
':
V
FILTER
FABRIC
I
EXTENSION OF
BACKFILL
FABRIC AND WIRE
MINIMUM 8"
INTO THE TRENCH
THICK LAYER
OF GRAVEL
WIRE
/�
V-TRENCH
//
z
s
74"MINIMUM
to
SECTION
NT
FENCE
SILT FENCE
NTS
PRACTICE6.62
­1111111111wed La �Illllllllt- i NOTE WELL
1) OUTLET PROTECTION &
ROCK
STAB
18" RCP W REQUIRED AIS SHOWNAPRONS ON PLAN.
5 2) SLOPE IS FLAT l
FOR A MINIMUM OF 2LF
INTO
2' MIN. BOTT M WIDTH.
0
POND
0 OP
OUTLET PROTECTION
NOT TO SCALE
4"MINIMUM
OSECTION
SF
I- Rock to top of pipe
SIDE VIEW D both sides
w_
SLOPE
ut
E MBANKMENT
jIj
- I
See Narrative for
►I I additional details
2'min.
NOTE: FILTER FABRIC IS TO
BE PLACED UNDER ALL STONE
INLET AND OUTLET PROTECTION.
USE NICOLON MIRAFI 60OX
POLYPROPYLENE OR EQUIVALENT
RCP DIAMETER
La
W
I d50 I
dMAX
I APRON
I REQ. STONE
18" RCP INTO POND i
I 10'
I 10'
1 3" 1
6"
1 1'
I approx. 3cy
as
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• •
r r
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::•:::S,F.-,iTG:N:::a-fs.M04MM"Ill •k'a e3..R ,:sr'C •v::wq.^:
rail:+.:i:`�'::£.'ed:K::::S.ce:eeilx'<S`.<kk§t`2_�D•,ksii,:,.l�-.•�•:.'<i �>s.••.3�Na£ee iB'8d@Fsx4kiPi37§fEL'ce
• - •
• •
LEVEL SPREADER & ENERGY DISSIPATER
PLAN
N.T.S.
v-v-ir"I"" VEGETATEDSOIL
LS
0
LEVEL SPREADER & ENERGY DISSIPATER
ISOMETRIC N.T.S.
9LS
STONE "-W
SOD
REINFORCED
:ETATED SOIL
EXISTING
NETLANDS
'EGETATION
DESIGN
MAXIMUM
PROPOSED
PONDII
RCP DIAMETER
CFS
FPS
CFS
FPS
60"
200
10
-
-
48"
120
10
-
-
36"
65
10
-
-
30"
45
10
-
-
24"
30
10
-
-
18"
18
1 10
1 3.0
1 1.7
PUBLIC ROAD
- -
r,�
- `c
-11
1
2T
-1
0
CE
i
.
O i
bX wl 4'G�
'i•
)J
P
9� CO.
6" MIMMUM��'
THICKNESS
QG�
O
2"-3" COARSE
AGGREGATE f: _
NOTE: SEE NARRATIVE
12MINIMUM
FOR MORE DETAIL.
ENTRANCEIEXIT DETAIL
N.T.S.
MWRE WINE MESH
MORE DETAIL MD
Is GAUGE
To MSTS AT Too.
MIDDLE AN
A.TURNA7 METHODS.
HAIIDWAIGE CLOTH
1/4' MESH OPENINGS
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ISOMETRIC
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NTS PRACTICE 6.51
Constructlon Road Stnbi('znt'on
Specification # 6.80 - Construction Specifications
1. Clear roadbed and parking areas of nil vegetation, roots and other
objectionable material.
2. Ensure that road construction follows the natural contours of the terrain if
it is possible.
3. Locate parking areas on naturally riot areas if they are available. Keep
grades sufficient for drainage but generally not more than 2 to 3%.
4, Provide surface drainage, and divert excess runoff to stable areas by using
water bars or turnouts (References: Runoff Control Measures).
5. Keep cuts and fills at 2:1 or flatter for safety and stability and to
Facilitate establishment of vegetation and maintenance.
6. Spread a 6-Inch course of -ABC' crushed stone evenly over the full width of
the road and smooth to avoid depressions.
7. Where seepage areas or seasonally wet areas must be crossed, Install
subsurface drains or geotextile fabric cloth before placing the crushed stone
(Practice 6, 81, Subsurface Drain).
B. Vegetate all roadside ditches, cuts, fills and other disturbed areas or
otherwise appropriately Stabilize as soon as grading Is complete (References: 9 9 P
Surface Stabilization),
9. Provide appropriate sediment control measures to prevent off -site
sedimentation.
Maintenance
Inspect construction roods and parking areas periadlca Lly for condition of
surface. Topdress with new gravel as needed. Check road ditches and other
seeded areas for erosion and sedimentation after runoff -producing rains,
Maintain all vegetation in a healthy, vigorous condition. Sediment -producing
areas should be treated Immediately,
Sediment Fence (Silt Fence) Specification 6.62 - Construction Specifications o..
MATERIALS
].Use n synthetic Filter fabric or a pervious sheet of polypropylene, nylon,
polyester, or polyethylene yarn, which is certified by the manufacturer or
supplier as conformity to the requirements shown in T n Pp s able 6 62b, Synthetic
9 q Y
filter fabric should t l r contain u t avlolet ray Inhibitors and stabilizers to
provide a minimum of 6 months of expected usable construction life at a
temperature range of 0 to 120 F.
2.Ensure that posts for sediment fences are either 4-Inch diameter pine, 2-Inch
diameter oak, or 1.33 lb/Unear ft steel with a minimum length of 4 Ft. Make
sure that steel posts have projections to facilitate fastening the fabric.
3.For reinforcement of standard
a d strength
filter fabric use were fence with a
minimum 14 gauge and a maximum mesh spacing of 6 Inches.
Table 6.626
Specifications For Sediment Fence Fabric
Physical Property Requirements
Filtering Efficiency - 85% (mm)
Tensile Strength at Standard Strength- 30 lb/l m In (min)
Extra Strength- 50 lb/Lin In (mm)
Slurry Flow Rate - 0.3 gal/sq ft/min (min)
CONSTRUCTION
!.Construct the sediment barrier of standard strength or extra strength
synthetic filter fabrics.
2,Ensure that the height of the sediment fence does not exceed 18 inches above
the ground surface. (Higher fences may imp
ound volumes of water sufficient to
cause failure of the structure.)
3.Construct the. filter Fabric from a continuous roll cut to the length of the
barrier to avoid Joints. When Joints are necessary, securely fasten the filter
cloth only at a support post with overlap to the next post.
4.Support standard strength filter fabric by wire mesh fastened securely to the
up slope side of the posts using heavy duty wire staples at least 1 Inch long,
or tie wires. Extend the wire mesh support to the bottom of the trench.
5.When a wire mesh support fence is used, space posts a maximum of 8 ft apart.
Support posts should be driven securely Into the ground to a minimum of 18
Inches.
6.Extra strength filter fabric with 6ft post spacing does not require wire mesh
support fence. Staple or wire the filter fabric directly to posts.
7.Excavate a trench approximately 4 Inches wide and 8 Inches deep along the
proposed line of posts and upslope from the barrier (figure 6.62a).
B.Backflil the trench with compacted soil or gravel placed over the fitter
fabric.
9. Do not attach filter fabric
to existing
trees.
Maintenance
Inspect sediment fences at least once a week and after each rainfall. Make any
required repairs Immediately.
Should the fabric of a sediment fence collapse, tear, decompose or become
ineffective, replace It promptly. Replace burlap every 60 days.
Remove sediment deposits as necessary to provide adequate storage volume for the
next rain and to reduce pressure on the fence. Take care to avoid undermining
the fence during cleanout.
Remove ate fencing materials and unstable sediment deposits and bring the area
to grade and stabilize It after the contributing drainage area has been property
stab; IIzed.
I
C E Temoornry Gravel Construct'on Entrance/Exit
Specification # 6.06 - Construction Specifications
P P
1. Clear the entrance an xr d exit area of all on ve etatlroots and other
vegetation,
objectionable material n r and property l grade it.
J P P Y
2. Place the grovel to the specific grade and dimensions shown on the plans and
smooth It.
3. Provide drainage to carry water to a sediment trap or other suitable outlet.
4. Use eotextlle fabrics because they I us e improve stability of the foundation In
9 Y P Y
Locations subject to seepage or high water table.
Maintenance
Maintain the gravel pod In a condition to prevent mud or sediment from leaving
the construction site. This may require periodic topdressing with 2-inch stone.
After each rainfall, Inspect any structure used to trap sediment and clean It
out as necessary. Immediately remove all objectionable materials spilled,
washed, or tracked onto public roadways.
RETAINING
OUTLET
BY OTHERS
MATCH
PIPE
NATURAL
--
LEVEL
0% SLOPE GRADE
=' FLOW �
'
INV. 0.0
=10.0
SPREADER
TO WETLANDS
� �
= -
-
��j
.I' - -
STONE d50=3" MATCH '_I
PIPE FILTER FABRIC
SLOPE d50=3" NOTE FILTER FABRIC Is To
STILLING (1' THICK) BE eRr:TANDD W� ��s�
BASIN ug r#aaLaN MIRAR #sox
POLYPROInf ENI, OR I(MYALM
LEVEL SPREADER & ENERGY DISSIPATER
SECTION N.T.S.
NOIE WELL:
EROSION CONTROL DETAILS AND SPECIFICATIONS ARE AS PER THE "EROSION
AND SEDIMENT CONTROL PLANNING AND DESIGN MANUAL" OF THE STATE OF
NORTH CAROLINA, DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES,
LATEST EDITION. PRACTICE NUMBERS REFER TO THIS MANUAL.
/ NOTE:
THIS PLAN TO BE UTILIZED AND
REVIEWED ONLY IN CONJUNCTION
WITH THE WRITTEN NARRATIVE,
WHICH IS AN INTEGRAL PART OF
THIS EROSION AND SEDIMENT
CONTROL PLAN.
/ NOTE HELL
I
ANY AREAS ON -SITE WITHOUT ACTIVITY IN A 21 CALENDAR DAY PERIOD
SHALL BE TEMPORARILY STABILIZED AS PER THE SPECIFICATIONS.
ANY SLOPES TO BE STABILIZED AFTER 21 CALENDAR DAYS.
DETAILS SHOWN ARE TYPICAL OF INSTALLATIONS REQUIRED BY BRUNSWICK COUNTY.
THIS SHEET DOES NOT PURPORT TO SHOW ALL REQUIRED CONSTRUCTION DETAILS, BUT
RATHER SERVES AS A GUIDE. THE CONTRACTOR IS RESPONSIBLE FOR ADHERING TO ALL
COUNTY AND STATE CODES AND CONSTRUCTION STANDARDS.
No geotechnical testing has been performed on site. No warranty
is made for suitability of subgrade, and undercut and any required
replacement with suitable material shall be the responsibility
of the contractor.
CONSTRUCTION SCHEDULE -
8, All erosion and sediment control Practices ore to be inspected
3. Sediment to be removed from behind the any Silt Fence and
1.
Obtain approval of Plan and an necessary permits, and hold a
pP y y P
weekly and after any rainfall, and repaired as necessary.
inlet protection devices when it becomes 0.5' deep. Fencing
pre -construction conference prior to commencing any work.
9• Upon completion of building construction, the roadway and
and inlet protection to be repaired as needed to maintain a
2.
Flag work limits and stoke -out roadways, primary measures, and
driveways r to a paved n all areas permanently
Ys are b p and p y
barrier.
Sediment Basin for preliminary clearing and grubbing. Install silt
i 'Tel Ion the Arm s delineated wetlands line
fencing entirely a
9 Y 9 Y P
vegetatively tabili ed. After i e stabilization,ten orar s z s t
P Y
4. All seeded areas shall be fertilized, mulched, -
z m chid and re seeded
an
at Jockeys Creek between pond embankment and wetlands before
p
measures are to be removed and the Sediment Basin cleaned to
its original des; n contours, if necessary, and riser
9 Y
as necessary,accordingto specifications provided, to
proceeding with pond grading.
structures orifices opened, so as to function as a stormwater
s e
maintain a suitable vegetative cover,
3.
Install Gravel Construction Entrances,
management / water quality retention pond.
5. Construction entrances to be maintained in a condition to prevent
4,
Install Sediment Basin as shown on Plan while clearing and
10, Additional erosion control measures may be required as necessary.
mud or sediment from leaving the construction site. Periodic
topdressing with 2 stone may be required, Remove all objectionable
grubbing site. Sediment Basin to be constructed prior to major grading,
or building. New diversion ditches to be directed to Basin until
material spilled, washed, or tracked onto public roadways immediately,
storm sewer system is constructed; ditches are to remain open
MAINTENANCE PLAN -
6. Inspect diversion ditches for damage after every rainfall event and
and discharging to Basin during storm sewer construction.
1. All measures to be inspected weekly and after any rainfall
repair as necessary to maintain design height and cross section and
5.
Construct any other sediment control Practices shown, prior to rough
event and needed repairs made immediately,
ensure site drainage is diverted to sediment basin, until storm sewer
grading roadways, stockpiling material and topsoil necessary.
g g
2. Sediment Basin to be cleaned out when the level of sediment
system is completed.
n.
Construct retaining walls and install inlet protection.
nin
has accumulated to depth greater than the original des; n
P gg
VEGETATIVE PLAN -
sediment storage depth. Riser structure to be cleaned if excess
6.
Install utilities in roadways, establish final grades and
water above design surface no longer drains properly.
1. Permanent vegetation to be established in accordance with
stabilize roadways with stone base course.
"North Carolina Erosion and Sediment Control Planning and
7.
Final grade building site areas where required, fill existing ditches as
Design Manual°, Section 6.11, latest version. See next Sheet.
needed, and vegetatively stabilize areas where building
construction is not imminent. Install non -municipal utilities,
NOTE WELL: SEE SHEET 6 FOR
CONSTRUCTION PHASE SEQUENCE.
Permanent Seeding
Specifications # 6.11 - Specifications
Seedbed Requirements
Establishment of vegetation should not be attempted on sites that are unsuitable
due to Inappropr l ate soli texture (Table 6. Ila), poor ore Inrge, concentrated
overland flow, or steepness of slope until measures have been taken to correct
these problems.
To mat ntain a good stand of vegetate on, the soli must meet certa In ml n i mum
requirements as a growth medium. The existing salt shout have these criteria-
- Enough fine-grained (silt and clay) material to malntal adequate
moisture and nutrient supply (available water capacity at least ,05
inches water to I inch of sot U.
- Sufficient pore space to permit root penetration.
- Sufficient depth of Solt to provide an adequate root zone. The depth to rock
or Impermeable layers such as hardpans should be 12 inches or more, except on
slopes steeper than whe
re ere the addition of soli I n P P s of feasible.
- A favorable pH range for plant growth, usually 6. 0-6. 5.
- Freedom from large roots, branches, stones, large clods of earth, or trash of
any kind. Clods and stones may be left on slopes steeper than 3,1 if they are
to be hydroseeded.
If any of the above criteria are not met-I,e., If the existing soil is too
coarse, dense, shallow or acidic to foster vegetation -special amendments are
requ l red. The soil conditioners described below may be beneficial or,
preferably, topsoil may be applied In accordance with Practice 6.04, Topsolling,
Solt Conditioners
In order to Improve the structure or ore l nage character l st l cs of a so 11, the
followingmaterial may be n
Y dded These amendments should only be necessary
where soils hove Limitations that make them poor for plant growth or for fine
turf establishment <see Chapter 3, Vegetative Considerations).
Peat -Appropriate types are sphagnum moss peat, hypnum moss peat, reedsedge peat,
'.or peat humus, oil from fresh -water sources. Peat should be shredded and
conditioned in storage piles for at least 6 months after excavation.
Sand -clean an fre
e ee of toxic materials
Vermiculite-horticu Ltura gr
ade ode and free OF toxic substances. g a cis
Rotted manure -stable or cattle manure not containing undue amounts of straw or
other bedding materials.
Thoroughly rotted sawdust- free of stones and debris. Add 6 Lb. Of nitrogen to
each cubic yard.
Stud e-Treated se
wage n e and industrial sludges are oval t ,
B a Inb a in various forms 9 9
these should be used only in accordance with local, State and Federal
regulations.
Species Selection
Use the key to Permanent Seeding Mixtures (Table 6. Ills) to select the most
appropriate seeding mixture based on the general site and maintenance factors.
A Listing of species, including scientific names and characteristics, Is gl Yen
In Appendix 8.02.
Seedbed Preparation
Install necessary mechanical a Stan and sedimentation control practices before
seeding, and complete grading cording to the approved plan.
Lime and fertilizer needs shout be determined by soil tests. Soil testing Is
performed free of charge by th North Carolina Department of Agr Icutture soli
testing laboratory, Directions, sample cartons, and information sheets are
available through county agricultural extension offices or from NCDA. Because
the NCDA soil testing Lab requires 1-6 weeks for sample turn -around, sampling
must be planned well In advance of final grading. Testing Is also done by
commercial laboratories.
When salt test ore not available, follow rates suggested on the Individual
specification sheet for the seeding mix chosen (Tables 6,11c through 6.11v).
Applications rates usually fall Into the following ranges:
- Ground agricultural limestone
Light -textured, sandy soils; 1-1 1/2 tons/acre
Heavy textured, clayey soils 2-3 tons/acre
- Fertilizer:
Grasses 800-1200 Lb/acre of 10-10-10 (or the equeva nt)
Grass -legume mixtures: 800-1200 lb/acre of 5-10-10 C r the equivalent)
Apply time and fertilizer evenly and Incorporate into the top 4-6 inches of
soil b diskin or other suitable means. Operate Y 9 e s 0 ate machinery on the contour.
P Y
When usinga h dra seeder apply time and fern llzer to n rough,
Y ou loose surface.
PP Y , 9
Roughen surfaces according to Practice 6. 03, Surface Roughening,
Complete seedbed preparation by breaking up large clods and raking Into a
smooth, uniform surfac
e ce (slope less than 3: 1) Flll In or Level r
pdepressions than
can collect water. Broadcast seed Into a freshly Loosened seedbed that has not
-.een sealed by rainfall,
Tubte 6.11s - Seeding No. 4CP for:
Wet l-Drained Sand loans to Dr Sands,t P -
Y Y
Coastal Plain; Low to Medium Care Lawns
Seedingmixture
Species - Centepedegross - Rate - 10-20 (b/acre (seed) or 33 bu/acre (sprigs)
Seeding dates - Mar. - June, (Sprigging can be done through July where water is
available for irrigation.)
9
Solt amendments - Apply Ilme and Fertl I Izer according to soil test, or apply 300
lb/acre 10-10-10.
Sprigging - Plant sprigs In Furrows with a tractor -drown transplanter, or
broadcast b hand.
Y
Furrows should 4-
o d be 6 Inches die and 2ft apart, Piece sprigs ft. apart
c s s about 2
P P P 9
in the row with on
e e end at or above rand level <Fe ure .lid).
ground g 6
Broadcast at rates shown above, and press sprigs into the top 1 1/2 Inches of
SOIL with a disk set straight so that sprigs are not brought back toward the
surface.
Mulch - Do not mulch
Maintenance - Fertilize very sparingly- 20 Ib/acre nitrogen In spring with no
phosphorus. Centepedegrass cannot tolerate high pH or excess fertilizer.
Table 6. llt - Seeding No. 5CP for, Well -Drained Sandy Loans to Dry Sands; Low
Maintenance
Seeding mixture
Species Rate <lb/acre)
Pensacola Bahlagrass 50
Sericea lespedeza 30
Common Bermudngrass 10
German millet 10
Seeding notes
1, Where a neat appearance is desired, omit serecea
2. Use common Bermudagrass only on isolated sites where It cannot become a pest.
Bermudagrass may be replaced with 5 lb/acre centipedgrass.
Seedingdates - Apr. 1 - Jul 15
P Y
Solt amendments - Apply lime and fertilizer according to SOIL tests, or apply
3,D00 Ib/acre ground agricultural limestone and 500 lb/acre 10-10-10 fertilizer.
Mulch
Apply 4,000 ib/acre grain straw or equivalent cover of another suitable mulch.
Anchor by tacking with asphalt, roving and netting or by crimping with a mulch
anchoring tool. A disk with blades set nearly straight can be used as a mulch
anchoring tool.
Maintenance - Refertlllze the following Apr. with 50 lb/acre nitrogen. Repeat
as growth requires. May be moved only once a year. Where a neat appearance is
desired, omit sericea and now as often as needed.
Table 6. llv - Seeding No. 7CP for: Grass -lined Channels; Coastal Plain
Seeding Mixture
Species - Common Bermudagross - Rate - 40-80 (1/2 1b/1,000 ft )
Seeding dates - Coastal Plain; Apr - July
Solt amendments - Apply time and f rtllizer according i t t r n t eto so l tests, o
PP Y app
ly
3,000 lb/acre round a ricu It rat Limestone and 500 Lb/acre r10-10-10 f rtl li r.
g g u li es c e e ze
Mulch - Use Jute, excelsior matting, or other effective channel lining material
to cover the bottom of channels and ditches. The lining should extend above the
highest calculated depth of flow. On channel side slopes above this height, and
in drainages not requiring temporary linings, apply 4,000 Lb/ocre grain straw
and anchor straw by stapling netting over the top.
Mulch and anchoring materials must be allowed to wash down slopes where they can
clog drainage devices.
Maintenance -A minimum of 3 weeks is required for establishment. Inspect and
repair mulch frequently. Refertt IIze the following Apr. with 50 lb/acre
nitrogen.
Refer to Append I 8.02 for botanical names
Tgnporary Diversions
Specification 6.20 - Construction S ecifications TD
P P
MATERIALS
1, Remove and properly dispose of all trees, brush, stumps, and other
objectlonal material.
2,Ensure that the minimum constructed cross section meets all design
requirements.
3. Ensure that the top of the dike Is not tower at any point than the design
elevation plus the specified settlement.
4.Provide sufficient room around diversions to permit machine regrading and
cleanout,
5,Ve etate the ridge immediate) after construction,I t
9 9 Yunless t will remain in
place Less than 30 working days.
Maintenance
Inspect temporary diversions once a week and after every rainfall, Immediately
remove sediment from the flow area and repair the diversion ridge. Carefully
check outlets and make timely repairs as needed. When the area protected is
permanently stabilized, remove the ridge and the channel to blend with the
natural ground level and appropriately stabilize it.
Temoorar�Seeding \
Specification # 6.10 - Specifications
Complete grading before preparing seedbeds and Install all necessary erosion
control practices, such as dikes, waterways and basins. Minimize steep slopes
because they make seedbed preparation difficult and Increase the erosion hazard.
If soils become compacted during grading, loosen them to a depth of 6-8 Inches
using a ripper, harrow, or chi set plow,
Seedbed Preparation
Good seedbed preparation Is essential to successful plant establishment. A d
p p p goo
seedbed is well -pulverized, loose and uniform. Where hydroseeding methods are
used, the surface may be left with a more irregular surface of large clods and
stones.
Liming - Apply lime according to soli test recommendations. If the pH (acidity)
of the Solt Is not known, an application of ground agricultural limestone at the
rate of 1 to 1 1/2 tons/acre on coarse -textured soils and 2-3 tons/acres on
fine -textured soils Is usually sufficient, Apply Limestoneuniformly an d
Incorporate Into the top 4-6 inches of sort, Solis with a pH of 6 or higher
need not be limed.
Fertilizer- Base application rates on soil tests. When these are not possible,
apply a 10-10-10 grade fertilizer at 700-1,000 lb./acre. Both fertilizer and
time should be Incorporated into the top 4-6 inches of soil, If a hydraulic
seeder is used, do not mix seed and fertilizer more than 30 minutes before
application.
Surface roughening- If recent tillage operations have resulted in a loose
surface,additional roughening may not r ou o be required except to break u Large
9 9 Y Q P P 9
clods. If rainfall causes the surface to b m l r eco a seated or crusted, loosen ;t
Just prior to seeding by disking, raking, harrowing, or other suitable methods,
Groove or furrow slopes steeper than 3,1 on the contour before seeding (Practice
6: 03, Surface Roughening).
Plant Selection
Select an appropriate species or species mixture from Table 6. IGO, for seeding
In late winter and early spring, Table 6, 10b for summer, and Table 6, 10c for
fat 1.
Seeding
B
Evenly apply seed using a cyclone seeder (broadcast), drill, cultepacker seeder,
or hydroseeder. Use seeding rates given in Table 6.10a-6,10c. Broadcast seeding
and hyroseeding are appropriate for steep slopes where equipment cannot be
driven. Hand broadcasting Is not recommended because of the difficulty In
achieving a uniform distribution. Small grains should be planted no more than 1
inch deep, and grasses and legumes no more than 1/2 inch. Broadcast seed must
be covered by raking or chain dragging, and then lightly firmed with a roller or
cultepacker. Hydroseeded mixtures should Include a wood fiber (cellulose) mulch.
Mulchlno
The use of appropriate mulch will help ensure establishment under normal
conditions and Is essential to seeding success under harsh site condition
(Practice 6. 14, Mulching). Harsh site conditions include:
-seeding in fait for winter cover (wood fiber mulches are not considered
adequate for this use),
-slopes steeper than 3:1,
-excessively hot or dry weather,
-adverse solls(shalLow, rocky, or high in cloy or sand), and
-areas receiving concentrated flow.
If the area to be mulched Is subject to concentrated waterflow, as In channels,
anchor mulch with netting (Practice 6.14, Mulching), J
Table 6. too - Temporary Seeding Recommendation for Late Winter and Early Spring
Seeding mixture
Species- Rye(grain), Annual Lespedezo (Kobe in Piedmont and Coastal Plain
Rate (lb/acre)- 120
Omit annual lespedeza when duration of temporary cover Is not to extend beyond
June
Seeding dates -Coastal Plain - Dec. 1 - Apr, 15,
Soil amendments- Follow recommendations of soil tests or apply 2,000 lb/acre
ground agricultural limestone and 750 lb/ncre 10-10-10 fertilizer.
Mulch-App Ly 4, OOOlb/acre straw. Anchor straw by tacking with asphalt, netting
r mulch anchoringtool. A disk with blades set near) straight can be used
O a
Y 9
as a mulch anchoring tool.
Maintenance - Refertl lize if growth is not fully adequate. Reseed, referti U ze
and mulch immediately following erosion or other damage.
Table 6. 10b - Temporary Seeding Recommendations for Summer
Seeding mixture
Species -German millet
Rate(lb/acre)- 40
Seeding dates -Coastal Plain- Apr, 15-Aug. 15
Solt amendments -Follow recommendations of Solt tests or apply 2,000 Ib/acre
ground agricultural U mestone and 750 lb/acre 10-10-10 fertilizer.
Mulch -Apply 4,000 Lb/acre straw, Anchor straw by tacking with asphalt, netting
A disk with lad set near[ straight can be used
or a mulch anchoring tool. d s blades B Y g
as a mulch anchoring toot.
Maintenance-Refertlllze If growth is not fully adequate. Reseed, refertlllze
erosion or other damage.
and mulch immediately following
Y 9
Table 6. 10c - Temporary Seeding Recommendation for Fell
Seeding mixture
S ecles-R e( rain)
P Y 9
Rate(Lb/acre) - 120
to - Coastal Plain and Piedmont -Au 15 - Dec. 30
Seeding dates 9 9
Solt amendments - Follow soil tests or apply 2,000 lb./acre ground agricu lturel
Limestone and 1,000 lb/acre 10-10-10 fertilizer.
Mulch- Apply 4,000 lb/acre straw. Anchor straw by tacking with asphalt,
i toot. A disk with blades set near[ straight can
nettle or n mulch anchoring o
9• 9 Y 9
be used as a 9
mulch anchoring tool.
Maintenance- Repair acid refertlllze damaged areas Immediately. Topdress with 50
lb/acre of nitrogen In March, If It Is necessary to extend temporary covet -
beyond June 15, overseed with 50 lb/acre Kobe (Piedmont and Coastal Plain)
Land Grading
Specification # 6.02 - Construction Specifications
].Construct and maintain all erosion and sedimentation control practices and
measures In accordance with the approved sedimentation control plan and
construction schedule.
2.Remove good topsoil from areas to be graded and filled, and preserve It for
use in finishing the grading of all critical areas,
3. Scarify areas to be topsoi led to a minimum depth of 2 inches before placing
topsoil (Practice 6,04, Topsoiling).
4. Clear and grub areas to be fl l led to remove trees, vegetate on, roots, or other
objectionable material that would affect the planned stability of the fill.
5. Ensure that fl It material Is free of brush, rubbish, rocks, logs, stumps,
building debris, and other materials Inappropriate for constructing stable
IF l IS.
6. Piece all fill In layers not to exceed 9 Inches In thickness, and compact the
Layers as required to reduce erosion, slippage, settlement, or other related
problems. '
7.Do not Incorporate frozen material or soft, mucky, or highly compressible
materials Into fill slopes.
8. Do not place fill on a frozen foundation, due to possible subsidence and
slippage,
9. Keep diversions and other water conveyance measures free of sediment during
all phases of development.
1O.Handle seeps or springs encountered during construction In accordance with
approved methods (Practice 6.81, Subsurface Drain).
11, Permanently stabilize all graded areas Immediately after flnaL grading Is
m letetl on each area in the grading Inn. Ap
ply temporary stabilization
co P D 9 9P PPY Y
on all graded areas when work Is to be interrupted or delayed for 30
measuresg P Y
working days or longer.
12.Ensure that topsoil stockpiles, borrow areas, and spoll areas ore adequately
protected from erosion with temporary and final stabilization measures,
Including sediment fencing and temporary seeding as necessary.
Maintenance
Periodically check all graded areas and the supporting erosion and sedimentation
control practices, especially after heavy rainfalls. Promptly remove all
sediment from diversions and other water -disposal practices. If washouts or
breaks occur, repair them Immediately. Prompt maintenance of smell eroded areas
before they become significant gullies Is an essential part of an effective
erosion and sedimentation control plan,
MORE GENERAL NOTES:
1. ALL CONSTRUCTION TO APPLICABLE STATE AND LOCAL CODES,
2. CONTRACTOR TO CO ANY COORDINATE REQUIRED TRAFFIC CONTROL WITH NCDOT.
0
J. CAR HALL B TAKEN RING FINAL GRADING TO ENSURE POSITIVE
E S E E DU 1
DRAINAGE TO DRAINAGE SWALES AND RECEIVING STRUCTURES.
4. CONTRACTOR IS RESPONSIBLE FOR COORDINATION OF ANY RELOCATIONS,
RE -ALIGNMENTS, DISCONNECTIONS OR CONNECTIONS OF EXISTING
UTILITIES WITH APPLICABLE AUTHORITIES, AND ANY REQUIRED PERMITS.
5. CLEARING AND GRUBBING OF SITE TO INCLUDE REMOVAL OF EXISTING
CURB, ASPHALT, INLETS, AND ANY OTHER STRUCTURES INCLUDING TREES,
STUMPS AND DEBRIS EXISTING ON SITE, TREES NOT REQUIRED TO BE
III CLEARED FOR CONSTRUCTION SHALL REMAIN UNLESS OTHERWISE DIRECTED,
1
REVISED PER NCDENR-DWQ COMMENTS
7/2/08
REV. NO.
REVISIONS
DATE
Copyr(ght Q Hanover Design SeMcei P.A., All��ts reserved. Reproduction or use of Me conknis or MIS document, oraddtbns orddetbns to this
tlw:umeet, In"ok, or Pont. efthoot written t of Me Grad Surw, o or En9ker, ki pne,011ed. LNiy cookie wwn the adgmd of MIS document.
marked WM the onglnd signature and onglooi ned of the surwe,r r Engber. shay be conafdred to be wild and true copkie.
SB
S edlment Basin
Specifications # 6 61 - Construction Specifications
1,SIte preparations-C tear, grub and strip topsoil from areas under the
embankment to remove trees, vegetation, roots and other objectionable materta L.
Delay clearing the pool area until the dam is complete and then remove brush,
trees and other objectionable materials to facilitate sediment cleanout.
Stockpile all topsoil or salt containing organic matter for use on the outer
shell of the embankment to facilitate ve etativ establishment.
vegetative es ab shment. Pence temporary
sediment control measures below the basin as needed.
2. Cut-off trench -Excavate a cut-off trench along the centerline of the earth
fill embankment. Cut the trench to stable soil material, but In no case make it
less than 2 ft, deep. The cut-off trench must extend Into both abutments to at
least the elevation of the riser crest. Make the minimum bottom .loth wide
enough to permit operation of excavation and compaction equipment but In no case
less than 2 ft: Make side sloe of the trench no t s steeper er than 1: 1, Compaction
P P
requirements are the same as those for the embankment. Keep the trench dry
during backfilling and compaction operations.
3. Embankment -Take fill material from the approved areas showman the plans. It
should be clean mineral soil, free of roots, woody vegetation, rocks and other
objectionable material. Scarify areas on which fill is be placed before placing
Pit[. The fill material must contain sufficient moisture so it can be formed by
hand into a ball without crumb U ng. If water can be squeezed out of the ball, it
Is too wet for proper compaction. Place fill material In 6 to B-Inch
continuous layers over the entire length of he FILL
e t t area and then compact it,
Y 9 P
Compaction may be obtained by routing the construction hauling equipment over
the fill so that the entire surface of each layer Is traversed by at least one
wheel or tread track of the heavy equipment, or a compactor may be used.
Construct the embankment to an elevation 107. higher than the design height to
allow for settling.
4,Condult spillways -Securely attach the riser to the barrel or barrel stub to
make a watertight structural connection. Secure ate connections between barrel
sections by approved watertight assemblies. Place the barrel and riser on a
firm, smooth foundation of Impervious soil. Do not use pervious material such
as sand ravel or crush a n kfil around th , crushed stone s b c 1 ou d e pipe or antl-see 9 P P P
collars. Place the fill material around he pipe spillway -
t p p p ay 'n 4 inch layers and
compact it under and around the pipe to at least the same density as the
adjacent embankment, Care must be taken not to raise the pipe from firm contact
with its foundation when compacting under the pipe haunches.
Place n minimum depth of 2ft. of hand -compacted backfill over the pipe spillway
before crossing t ass n I with construction equipment. Anchor the riser in lace b 9P Y
concrete or other satisfactory means to prevent flotation. In no case should the
pipe conduit be installed by cutting a trench through the dam after the
embankment Is complete.
5.Emergency spillway -Install the emergency spillway in undisturbed soil, The
achievement of planned elevations, grade, design width, and entrance and exit
channel slopes are critical to the successful operation of emergency spillway.
6. Inlets -Discharge water Into the basin In a manner to prevent erosion. Use
diversions with outlet protection to divert sediment -laden water to the upper
end of the pool area to improve basin trap efficiency (References: Runoff
Control Measures and Outlet Protection).
7, Erosion control -Construct the structure so that the disturbed area Is
minimized. Divert surface water away from bare areas. Complete the embankment
before the area is cleared. Stabilize the emergency spillway embankment and all
other disturbed areas above the crest of the principal spillway immediately
after construction (References: Surface Stabilization).
8, Safety -Sediment basins may attract children and can be dangerous. Avoid steep
side slopes, and fence and mark basins with warning signs if trespassing Is
likely. Follow all state and local requirements.
Maintenance
Check sediment basins after periods of significant runoff. Remove sediment and
restore the basin to its original dimensions when sediment accumulates to one-
half the design depth.
Check the embankment, spillways, and outlet for erosion damage, and Inspect the
embankment for piping and settlement. Make all necessary repairs immediately.
`IkttRemove all trash and other debris from the riser and pool area.
i OP
Outlet StnLaillzntion Structure
Specif lCatIon # 6.41 - Constructlon Spec if lent Ions
1. Ensure that the subgrade for the filter and rlprap follows the required lines
and grades shown In the plan. Compact any FILL required In the subgrade to
t density f h r undisturbed material. ow areas ;n h he de sl a the surrounding u L ens the
Y 9
subgrade on undisturbed soil may also be filled by Increasing the rlprap
thickness.
2. The rlprop and gravel ft Iter must conform to the Spec[fled -grading limits
shown on the plans.
3. Filter cloth, when used, must meet design requirements and be properly
r t t from punching r tearing during installation. Repair an damn o ec ed o u c n o ten I e b
P P 9 9 9 P Y 9 Y
removing h r n another piece of filter cloth over the
the r p np and placing
damaged areo. All connecting Joints should over lop a minimum of I ft. If
thed mn e isextensive, rePlace the entire filter cloth.
4. Ri ra m b la m nt but take care to avoid damaging the
p p may e placed by equ p e g g
fitter.
r should be 1.5 times the maximum stone
5. The minimum th thickness of the ri n
P P
diameter.
6. RI rn may be field stone or rough quarry stone. It should be hard angular,
Riprap Y 9 9 Y 9 .
highly weather -resistant and wel l graded.
6. Construct the apron on zero grade with no over Pall at the end. Make the top
of the rlprap at the downstream end level with the receiving area or slightly
below it.
B. Ensure that the apron Is property aligned with the receiving stream and
P P P Y 9 9
t f curve t it it
straight throughout its ten h, I a cu a 's needed o f site
s t
preferably 99
conditions, place It In the upper section of the apron.
9. Immediately after construction, stabilize all disturbed areas with vegetation
(Practice 6. 10, Temporary Seeding, and 6. 11, Permanent Seeding).
Maintenance
Inspect rlprop outlet structures after heavy rains to see If any erosion around
or below the rlprap has taken place or If stones have been dislodged.
Immediately make all needed repairs to prevent Further damage.
HAR➢WARE CLOTH & GRAVEL INLET PROTECTION _(Temoornrv) IP
Specification # 6.51 - Construction Specifications o
As fabric, use a 19-gauge hardware cloth with 1/4 inch mesh openings,
with a total height of 2 Feet minimum. The sediment control stone, with
a height of 16 inches, should have an outside slope of 2:1.
For stakes, use steel T posts of 1.25 Ib/ tinear foot with a minimum
length of 5 ft., driven 2 ft. into the ground, maximum spacing of 4 feet,
Specifications
1. Uniformly grade a shallow depression approaching the Inlet.
2. Drive 5-foot steel posts 2 feet Into the ground surrounding the inlet.
Space posts evenly around the perimeter of the Inlet, a maximum
of 4 feet apart.
3. Surround the posts with wire mesh hardware cloth. Secure the wire
mesh to the steel posts at the top, middle, and bottom, Placing
a 2-foot anchoring flap of the mesh under the gravel Is recommended.
4. Place clean gravel (NCDOT #5 or #57 stone) on a 211 slope with n heig t
of 16 Inches around the wire, and smooth to an even grade,
5. Once the contributing drainage area has been stabs llzed, remove the
establish final grades.
accumulated sediment and es
, 9
J
t U
6. Compact the area properly acid stab III ze wl th groundcover,
BY;
Maintenance
Inspect the barrier after each significant rain and make repairs at needed.
Remove sediment from the area as necessary to provide adequate storage
volume for the next rain. Take care not to damage or undercut the hardware
cloth during sediment removal.
When the contributing drainage area has been adequately stabilized, remove all
materials and any unstable sediment and dispose of then properly. Bring the
disturbed area to the grade of the drop inlet and smooth and compact It.
Appropriately stabilize all bare areas around the Inlet.
r ADDITIONAL EROSION CONTROL AND WATER QUALITY NOTES & DETAILS
WEST GATE
BEST WEST
ERN HOTEL & REST
AURANT
RANT
LOCATED IN TOWN OF LELAND BRUNSWICK COUNTY, NORTH CAROLINA
I,,I,.,,.F_
CARD e
iss'Aenssnw•e `g
V
Sa AL If
OG,
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-I rozeob
dhollis A hdsilm.com
OWNER; SANKEY PROPERTIES, LLC
RO, BOX 847
Clarkton, NC 26433 phone,' 910-862-5812
HANOVER DESIGN SERVICES, P.A.
LAND SURVEYORS, ENGINEERS & LAND PLANNERS ITT yyy
1123 FLORAL PARKWAY
WILMINGTON, N.C. 28403
PHONE: [phone]
Dote:
1-22- 08
Scale
1=50
Drawn:
DBB
Checked:
DSH
Project No:
5309 OW-ECP-9
Sheet No:
9
of:
0 2008
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