SW8120218_APPROVED PLANS_20121115

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO
SW8 M O 21 8
DOC TYPE
❑ CURRENT PERMIT
rO APPROVED PLANS
❑ HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
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YYYYMMDD

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CONSTRUCTION DOCUMENTS FOR:0
BROAD &GALES CREEK FIRE DEPARTMENT ADDITION
NEWPORT, CARTERET COUNTY, NORTH CAROLINA
Croatan
National Forest
_ 1124
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SIT i
NG 24 --
1122
cs7 ,
BOGUESQUND
NORTH —
VICINITY MAP
NOT TO SCALE
INDEX TO PLANS
C-0 COVER
C-1 EXISTING CONDITIONS / DEMOLITION PLAN
C-2 SITE LAYOUT PLAN
C-3 EROSION CONTROL PLAN
C-4 GRADING AND STORM DRAINAGE PLAN
D-1 DETAIL SHEET
L-1 LANDSCAPE PLAN
ALL CONSTRUCTION SHALL BE DONE IN ACCORDANCE WITH ALL CARTERET
COUNTY, NCDENR AND NCDOT DESIGN STANDARDS AND SPECIFICATIONS.
OWNER / DEVELOPER?
BROAD & GALES CREFK FIRE DEPT.
3010 HWY 24
NEWPORT, NC 28570
TEL: [phone]
CIVIL ENGINEER:
PABST & HILBURN, PA
911 PAVERSTONE DRIVE, SUITE E
RALEIGH, NC 27615
TEL: [phone]
FAX: [phone]
SURVEYOR:
SUITT & ASSOCIATES, P.A.
P.O. BOX 12034
NEW BERN, NC 28561
TEL: [phone]
ARCHITECT:
DAVID HUSS ARCHITECT
200 POWELL DRIVE, SUITE 107
RALEIGH, NC 27607
TEL: [phone]
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APPROVED
NORTH CARD- INA ENVIRONMENTAL
MANAGEMENT COMMISSION
DIVISION OF V,ATER QUALITY
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OCT 9 2012
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FOR REVIEW ONLY
NOT FOR CONSTRUCTION
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PROJECT NUMBER
172-11
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LOT
8
N79'49'04"E 231.29'
a
j 30 SETBACK _
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WILLIAM F.O'NEAL
& ETHELENE P. O'NEAL
I DEED BOOK 359, PAGE 191
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—. —_— ' _
SIGN � i�40 5ETBACK
INVERT 25.2'
c
i INVERT 25.1'
o 5" RCPNG
�44����
INVERT 25.2'
o EP-
7_.�..
V
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r
BUA AREAS (TOTAL SITE)
EXISTING BUA (PRIOR TO 1988)
BUILDING:
1,938 SF
ASPHALT DRIVEWAY:
4,420 SF
SIDEWALK:
466 SF
GRAVEL PARKING:
993 SF
TOTAL:
7,817 SF
EXISTING BUA (PRIOR TO 1988) TO REMAIN
7,817 SF
EXISTING BUA (AFTER TO 1988)
BUILDING: 4,270 SF
ASPHALT DRIVEWAY: 4,806 SF
SIDEWALK: 1,493 SF
GRAVEL PARKING: 8,194 SF
TOTAL: 18,764 SF
EXISTING BUA (AFTER 1988) TO REMAIN 8,331 SF
I
PHASE THREE, ROLLINGWOOD SUBOIVI5ION
MAP BOOK 22, PAGE 34
LOT LOT LOT
9 10 11
j — N79°27'23"E 109,86' — ® — N79044'51"E 109.89'
• s
CONCRETE
WELL TO BE ABANDONED TO BE
(REFER TO NOTE#'1) REMOVED
WELL
HOUSE
FRAME
REMOVED \... BUILDING
LAND AREA
131,372 SO, FT.
3,02 ACRES
WV
579038'48"W 300.00' — —
—INVERT 25.7' 0
SYMBOL LEGEND
FOUND EXISTING METAL STAKE
®
SET NEW METAL STAKE
w❑
WATER METER
E�
ELECTRIC RISER
0
TELEPHONE RISER
U
FIBER OPTIC RISER
`-Q,
UTILITY POLE
*
UTILITY POLE WITH AERIAL LIGHT
-0
GUY WIRE ANCHOR
FIRE HYDRANT
i�
WATER VALVE
Q
COMMUNICATION TOWER
ABBREVIATIONS
R/W = RIGHT OF WAY
SQ.FT. = SQUARE FEET
MBL = MINIMUM BUILDING SETBACK LINE
HVAC = HEATING, VENTILATING & AIR CONDITIONING
RCP = REINFORCED CONCRETE PIPE
CPP = CORRUGATED PLASTIC PIPE
NGS = NATIONAL GEODETIC SURVEY
sFT = SURVEY FEET
(N) = NORTH
(W)= WEST
:c7
�� TO BE REMOVED / DEMOLISHED
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48,6'
Fence Encroachment
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ABOVEGROUND J METAL STORAGE
WATER MAIN CONTAINER
TO BE REMOVED
ABOVEGROUND
PROPANE TANK
LOT
13
SURVEY NOTES
Address:
3010 Hwy 24
Newport, NO 28570
Deed Reference:
Broad & Gales Creek Community Associates, Inc.
Book 447, Page 196, Book 472, Page 428 & Book 562, Page 398
Tax Parcel Number 631604819337000
Area by coordinate computations.
Flood Report:
This property is located in Zone X per Flood Insurance Rate Map Number
3720630600, Community Number 370043, Panel Number 6306, Suffix J. Effective
Date: July 2, 2004.
Property is subject to land use and environmental laws and regulations of Federal,
State & Local Regulatory Agencies. Compliance with such regulations has not
been considered by this survey.
Property is subject to all easements and restrictions of record. No title examination
was performed by Suitt & Associates, PA.
Carteret County Zoning
Property Zoned B-1.
Minimum Building Setback Lines in Accordance with B-1 Zoning Requirements,
North Carolina Department of Transportation NO Highway #24 Project Reference
Number 6.1690027.
Vertical Datum:
Elevations shown are based upon the National Geodetic Survey Continuously
Operating Reference Station NCBE. The published elevation of NCBE is 9.65
Meters, NAVE) 88
North Carolina State Plane Coordinate System
Horizontal positions are referenced to NAD83/National Spatial Reference System
(2007). Epoch Date 2002.00. Vertical positions are referenced to NAVD88 using
GEOID09. Project Combined Factor = 0.999549825.
NOTES:
1. WELL TO BE ABANDONED, CONTRACTOR TO CONTACT CARTERET
COUNTY HEALTH DEPARTMENT REGARDING PERMITS AND
ABANDONMENT PROCEDURES PRIOR TO BEGINNING WORK.
SETBACKS:
FRONT: 40'
REAR: 30'
SIDE: 15' (ONE SIDE)
FRAME CALIFORNIA LAND COMPANY, LLC
DUMPSTER __ _ ,..__ BUILDING DEED BOOK 1054, PAGE 62
TO BE RELOCATED HV .�' AC
EX, CONNCRETF 'L N
HVAC o
ELECTRIC �u J
< METER
` EXISTING EX.2-STORY
1-5TORY CONCRETE FRAME EX. 1-STORY CONCRETE `5 b
BLOCK FIRE TRUCK BAY BUILDING BLOCK AMBULANCE BAY o /
EX. GRAVEL }• BUILT AFTER TO 1988 FEE BUILT PRIOR TO 1988
BU PARKING t ILT AFTER
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I BE REMOVED - 1 TO 1988 _ J
—SIGN
TO
i RELOCATED
— --NG— NGQ —
/INVERT 24.8'
J
O;7
EP— —
J NGS Station Boucher
'/ North = 359,642,27 sFT
— R/W East = 2 614,40T41 sFT
Latitude= 34° 43' 14_82811" (N)
Longitude = 076' 57' 13 60369" (W)
1.c
1.5'
SEX, 1,371.32 sFT
CONCRETE, i� X J EP East North 2 6�9,28456 sFT
A
EX. ASPHALT rrt
A / I TO REMAIN v EX. ASPHALT /Z m rn
' — — 40'5ETBACK
'j
SIGN
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SPHALT DRIVE-` ( 3
0 BE REMOVED" .7
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POLE�.y I \ INVERT26.5' U
a U
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EP R/W
1FRG1� < x' 1 57,RCP �n 0.5' 588°13'25
-- NG — NG — 12' CP'P W 1177.91'
724.8W'
INVERT 26.4'
EP
INVERT INVERT 25.1' �.
INVERT 25.1'
N73°44' 34"E 6306 69'
(Grid Distance) G.
rn —
NC HIGHWAY #24 - PUBLIC 100' R/W \
FOR REVIEW ONLY
NOT FOR CONSTRUCTION
— — EP
G
— R/W —
NGS Station Knoll
North = 361,407.83 sFT
East = 2,620,461,91 sFT
Latitude = 34' 43' 31,04966" (N)
Longitude = 076' 56' 05.64372" (W)
GRAPHIC SCALE
30 60
( IN FEET )
I inch = 30 ft.
OCT rug
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DRAWING
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PROJECT NUMBER
172-11

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(TYP)
J.
140'SETBAC
�— SIGN �-.,
F
INVERT 25.2' 7 x10" ALIMINUM .
! . 4 "NOT AN EXIT" SIGN
INVERT 25.1` l-J
�\� — 10'%70' SIGHT
15" RCP — _ TRIANGLE
R/W NG -- -- --
EP
TIE TO EXISTING
PAVEMENT (TYP)
m
ING
NA REAR
12"
CUSTOM SIGN
RESERVED
PARKING 11
MAXIMUM
PENALTY
$250
as 20-37.6
12"
SIGN R7-8E
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N79027'23"E 109.86' 1 N79044'51"E 109.89'
REL
DUN
PROPOSED
CONCRETE
•• "'WHEEL'STORS,�•„`.•.:'''...
'GRAVEL
PAaKING 14
AREA' •-
8
p � '< CONCRETE
ORDSE HC � •
C2gAVEL .."°24 VAN
PARKING
24'
4" WHISE ' CONC. SIDEWALK
PAINT'.., 'Ps+ (4" THICK)
PROPOSED SJ)FIPING: ,
CONCRETE
v 'tip..
PROPOSED
RAVEL',.':':.; CONCRETE
STORMWATER BMP
INFILTRATION
BASIN #1 Fi10
70'
10'X70' SIGHT 10'X70' SIGHT
TRIANGLE 579 �— TRIANGLE — — — — —
N6 — -- NG — - -- — NG —
ry
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7"x10" ALIMINUM
"ENTRANCE ONLY" SIGN
—EP— —
N
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CUSTOM SIGN
O
R/W —
VAN ACCESSIBLE
SIGN (AS REQUIRED)
THIS SIGN MAY BE USED IN
PLACE OF SIGNS R7-8IR7-BD
GRADE
VAN
FINISHED
m
ACCESSIBLE
CONDITION 1: PEDESTRIAN PATH DOES NOT
PASS UNDER OR AROUND SIGN.
GENERAL NOTES: CONDITION 2: PEDESTRIAN PATH GOES BY,
UNDER, OR AROUND SIGN.
1.
REGARDLESS OF AGE, ALL ACCESSIBLE
12"SPACES
SHALL BE IDENTIFIED BY ABOVE -
VAN ACCESSIBLE SIGN
GROUND SIGNS ONLY. (SEE N.C.G.S.)
SIGN APPROVED FOR USE
2.
NEW SPACES SHALL NOT USE GROUND -
UNDER GENERAL STATUTE 20-37.6
PAINTED SYMBOLS.
STANDARD COLORS (ALL SIGNS):
3.
ACCESSIBLE SPACES ARE REQUIRED TO
BACKGROUND -WHITE
BE STRIPED OFF ONLY; BLUE COLORING IS
LETTERING/BORDER - GREEN
NOT NECESSARY NOR REQUIRED.
ARROW -GREEN
4.
STRIPING IS WHITE ON DARK PAVEMENT;
FIGURE -WHITE ON BLUE FIELD
BLACK ON LIGHT PAVEMENT.(N.C.D.O.T.)
CORNER RADIUS -1112"(TYPICAL)
HANDICAP SIGN
DETAILS
NTS
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L• Fence Encroachment
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0
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,TED
fER SEPTIC TANK / FIELD
AREA, SEE CARTERET METAL STORAGE
COUNTY PERMIT #5002 CONTAINER
FOR APPROX. LOCATION
m � �
T — ABOVE GROUND
COVERED AREA PROPANEE TANK
SEE ARCHITECT PLANS FRAME
BUILDING
EX, CONCRETE„ --`
HVAC
----' - ._ - - - HVAC d'..
- \\\,ni
ELECTRIC L' Li pn'
METERISTORY CONCRETE `� EXISTING EXFRAMORY EX. 1-STORY CONCRETEI—
BLOCK FIRE TRUCK BAY BUILDING BLOCK AMBULANCE BAY ((�
BUILT AFTER TO 1988 FFE-28.1' BUILT PRIOR TO 1988 91
_ 5' CONC. SIDEWALK BUILT AFTER
(4" THICK) TO 1988 j
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PROPOSED TO REMAIN PROPOSED v EX.ASPHALT � m
ASPHALT ra ASPHALT r"
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SIGN
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North = 3E
East = 2,6'.
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TIGHT 10'X70• SIGHT
° 8'48" ® TRIANGLE EP BLE
0.5'
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TRIANGLE 1;� FA _
\TIE TO EXISTING
PAVEMENT (TYP)
N73044' 34"E 6306.68'
(Grid Distance)
rn
— — — — — — 4. -
NC HIGHWAY #24 - PUBLIC 100' R/W
NG5 Station Boucher
North = 359,642.27 sFT _
East = 2,614,407.41 sFT —
Latitude = 340 43' 14.82811" (N)
Longitude = 0760 57' 18.60369" (W)
PAINTED 6" NOMINAL DIA. —
EXTRA STRONG STEEL PIPE
(MIN. WALL THICKNESS 0.432 IN.)
FILLED W/CONCRETE (3000 PSI)
FINISH GRADE 'p <o
b o
1• i7
a a'
Ji
#6 BARS EACH WAY THRU PIPE
io
CLASS W CONC 12"
(3000 PSI) SO.
POLE DETAIL
NTS
PAINTED 2" x 2" STEEL
TUBE. EXTEND INTO
CONCRETE FILLED PIPE T-O"
8" PORTLAND CEMENT
CONCRETE (4,000 PSI)
pppp0pnnnnAnnp5p0000
000000(4"NCDOTABC00000000
SUBGRADE
CONCRETE SECTION FOR DRIVES
(TYP) N.T.S.
6" PORTLAND CEMENT
CONCRETE (4,000 PSI)
s a•
3ppppppnnnnnnnn0pp00000C
000000(4" NCDOT ABC00000000
SUBGRADE
CONCRETE SECTION FOR
HANDICAP PARKING N.T.S.
SUBGRADE
GRAVEL SECTION FOR PARKING
N.T.S.
SITE DATA
GENERAL
TRACT AREA:
3.02 AC
DEED BOOK: 447 PAGE: 196
CARTERET COUNTY PIN:
631604194
CARTERET COUNTY PRID:
13027DO133
CURRENT ZONING:
B-1
CURRENT USE: FIRE / RESCUE STATION
PROPOSED BUILDING AREA
PROPOSED BUILDING AREA:
4,800 SO FT
PARKING
EXISTING PARKING:
10 SPACES
PROVIDED PARKING:
39 SPACES
(INCLUDES 2 ACCESSIBLE SPACES)
BUA AREAS (TOTAL SITE)
EXISTING BUA (PRIOR TO 1988)
BUILDING:
1,938 SF
ASPHALT DRIVEWAY:
4,420 SF
SIDEWALK:
466 SF
GRAVEL PARKING:
993 SF
TOTAL:
7,817 SF
EXISTING BUA (PRIOR TO 1988) TO REMAIN
7,817 SF
EXISTING BUA (AFTER TO 1988)
BUILDING:
4,271 SF
ASPHALT DRIVEWAY:
4,806 SF
SIDEWALK:
1,493 SF
GRAVEL PARKING:
8,194 SF
TOTAL:
18,764 SF
EXISTING BUA (AFTER 1988) TO REMAIN
8,331 SF
NEW BUA
BUILDING:
6,193 SF
ASPHALT PAVEMENT:
1,912 SF
CONCRETE DRIVEWAY:
18,221 SF
SIDEWALK:
800 SF
GRAVEL PARKING:
9,236 SF
TOTAL:
36,362 SF
FLOODPLAIN
FLOOD INFO.:
-ZONEX
- FLOODWAY: NO
- FIRM MAP: 37206306001, EFFECTIVE DATE: JULY
2, 2004
WATERSHED BASIN
- WHITE OAK BASIN
- NEAR SA WATERS/COASTAL SW RULES APPLY
GENERAL NOTES
1. ALL CONSTRUCTION SHALL BE DONE IN ACCORDANCE WITH ALL CARTERET COUNTY
NCDENR AND NCDOT STANDARDS AND SPECIFICATIONS.
2. VERIFY ALL SETBACKS WITH LOCAL CODES.
3. ALL DIMENSIONS ARE TO EDGE OF PAVEMENT AND FACE OF BUILDING WALL,
UNLESS OTHERWISE NOTED.
4. ALL PERMITS RELATING TO THIS PROJECT MUST BE OBTAINED PRIOR TO
CONSTRUCTION.
S. ALL WHEELCHAIR RAMPS AND HANDICAP PARKING SIGNS SHALL MEET THE
CURRENT ADA REQUIREMENTS.
6. CONTRACTOR SHALL PREPARE / COMPACT SUBGRADE PER GEOTECHNICAL
RECOMMENDATIONS PREPARED BY TERRACON CONSULTANTS, INC. AND DATED
JUNE 30, 2011.
7. SEE PLUMBING PLANS FOR WATER AND SEWER CONNECTIONS TO THE EXISTING
BUILDING.
8. ALL RADII TO BE 3' UNLESS OTHERWISE SPECIFIED.
COMPACTED)
SUBGRADE
ASPHALT PAVEMENT SECTION
N.T.S.
FOR REVIEW ONLY
NOT FOR CONSTRUCTION
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GRAPHIC SCALE €;
ep30 60
30 0
( IN FEET )
1 inch = 30 ft.
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PROJECT NUMBER
172-11
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N79049'04"E 231,29' N79°27'23"E 109.86' I( N79044'51"E 109,89' N74°34'10"E 137.19'
- ._ 29 - --- -' - __ ___ 29 - _ ..._.. _ - ._. - _... .4Sa6- Fence nc ent
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LIMITS OF
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STDURBANCEZS 28 _...- 30' SETBACK
30 5 TBACK - - - - _ _-- _-----
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ABOVE GROUND\
....' :. 2A/ / o ®PROPANE TANK ..�.,
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/ V / / l., , Y,. o N o ,, .:a'. .a.• - BUILDING
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ELECTRIC
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TEMPORARY O EXISTING EX. 2-STORY
SILT FENCE t _ tit _ .. ;... , - I -STORY CONCRETE FRAME EX1-5TORY CONCRETE j -
I . o
i
..,�.; (TYP) BUILT AFTER TO 1988 BUILT PRIOR TO 1988
BLOCK FIRE TRUCK BAY BUILDING BLOCK AMBULANCE BAY I /
m '
BUILTAFTER BU
1 � . TO 1988 - J
2
.EX CON 4R T \.�- 2W ." m EP North = 3E
m 15
/ �� x East = 2,61
8.0 EX.ASPHALT vm I"y
TEMPORARY '-TEMPORARY - v EX. ASPHALT ,'gym m
1 (.. ti=.� \` • �<',�pp �� ", " DIVERSION �`<5 INLET PROTECTION
BERM I DITCH-
SIGN SETBAL .I i�- TEMPORARY "-'"' ��S-�'� z� 40' SETBACK -
J
�' SEDIMENT BASIN - �275-n� - ^3
WV < < < <
�� t �,• ��T �' - _-C TEMPORARY
i
INVERT 25.2' s ��-- �y" OUTLET- -- - - ---- r/ SILT FENCE
- 4 o ROCKL23.0 I 27.0 (TYP) FLAG-
1-' N K
CHECK DAM / ?�, 24.0 25.0 - v 27 t`. P LE�., \�•• INVERT 26.5
INVERT 25.1' } ! n
15" RCP .... _- _- - 26 - "W-380:00.:... '-- 26.5� - 579438 48"W 254 Z - - - ^ _ _-' EP
_ _
2b - - - - - 26 = - ._ - _-23--- ._.. 2 - --
iiiiiiiiiiir�
15" RCP
�. ......... - .. -- 0, '
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27
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INVERT 25.2' ---� .. ___ - ___.._____ . _ .-.-_. --_.�> ,�.._.J._ .._ ...... _...� _.� .. .-__ ----•- -- - - - -- - - --z8 "` -
EP - U dam' ` - 0 - -- e e INVERT 25.1' ) INVERT 25.1 �G
Ln INVERT 24.8' t
INVERT 25.7' Q \ INVERT 24.8'
OUTLET PIPE INLET
28 _ -- -' " - J PROTECTION J PROTECTION /
_ J TEMPORARY LIMITSOF g4'34"E 6306.68'
CONSTRUCTION fi DISTURBANCE/ N73° /
ENTRANCE (TYP) - - - - - (Grid Distance) / - G
\ /
NC HIGHWAY #24 PUBLIC 100' R/W /
J
J NG5 Station Boucher G
G / North = 359,642.27 SET
- R/ W `' East = 2,614407,4107.41 sFT --
Latitude = 34" 43' 14.82811" (N)
Longitude = 076° 57' 18.60369" (W)
NOTES:
1. PUT SILT FENCE OR TREE PROTECTION FENCE UP
TO ENSURE CONSTRUCTION ENTRANCE IS USED.
2. IF CONSTRUCTION ON THE SITES ARE SUCH THAT
THE MUD IS NOT REMOVED BY THE VEHICLE TRAVELING
OVER THE STONE, THEN THE TIRES OF THE
VEHICLE MUST BE WASHED BEFORE ENTERING THE
PUBLIC ROAD.
3. IF A PROJECT CONTINUES TO PULL MUD AND DEBRIS
ON TO THE PUBLIC ROAD, THE GOVERNING AUTHORITY
WILL CLEAN THE AREA AND INVOICE THE FINANCIALLY
RESPONSIBLE PERSON AS INDICATED ON THE FINANCIAL
RESPONSIBILITY FORM.
50' MIN.
BUT SUFFICIENT TO KEEP
SEDIMENT ON SITE
Z ¢
o 0' 2" - 3" STONE TO BE USED
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NEW CONSTRUCTION
35' MIN. 15' MIN.
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FABRIC UNDER STONE ""-
CROSS SECTION
TEMPORARY CONSTRUCTION
ENTRANCE DETAIL NTS
PERMANENT SEEDING SCHEDULE
SHOULDERS. SIDE DITCHES. RESIDENTIAL LAWN . SLOPES (MAX 3,1)
DATE DTE PLANTING RATE
AUG 15- NOV 1 TALL FESCUE 300 LBS/ACRE
NOV 1- MAR 1 TALL FESCUE AND ABRUZZI RYE 300 LBS/ACRE
MAR 1- APR 15 TALL FESCUE 300 LBS/ACRE
APR 15- JUNE 30 HULLED COMMON BERMUDAGRASS 25 LBS/ACRE
FERTILIZATION SCHEDULE
FERTILIZER - 16-4-0 AT 20 LBS/1000 SF
LIME - DOLOMITE AT 90 LBS/1000 SF
SUPERPHOSPHATE - 0-20-0 AT 12 LBS/1000 SF
SEEDBED PREPARATION
1. CHISEL COMPACTED AREAS AND SPREAD TOPSOIL 3 INCHES DEEP OVER ADVERSE SOIL
CONDITIONS, IF AVAILABLE.
2. RIP THE ENTIRE AREA TO 6 INCHES DEPTH.
3. REMOVE ALL LOOSE ROCK, ROOTS, AND OTHER OBSTRUCTIONS LEAVING SURFACE
REASONABLY SMOOTH AND UNIFORM.
4. APPLY AGRICULTURAL LIME, FERTILIZER, AND SUPERPHOSPHATE UNIFORMLY AND MIX WITH
SOIL (SEE BELOW +).
5. CONTINUE TILLAGE UNTIL A WELL -PULVERIZED, FIRM, REASONABLY UNIFORM SEEDBED IS
PREPARED 4 TO 6 INCHES DEEP.
6. SEED ON A FRESHLY PREPARED SEEDBED AND COVER SEED LIGHTLY WITH SEEDING
EQUIPMENT OR CULTIPACK AFTER SEEDING.
7. MULCH IMMEDIATELY AFTER SEEDING AND ANCHOR MULCH.
8. INSPECT ALL SEEDED AREAS AND MAKE NECESSARY REPAIRS OR RESEEDINGS WITHIN THE
PLANTING SEASON, IF POSSIBLE. IF STAND SHOULD BE OVER 60% DAMAGED, REESTABLISH
FOLLOWING ORIGINAL LIME, FERTILIZER AND SEEDING RATES.
9. CONSULT EFS ENVIRONMENTAL ENGINEER ON MAINTENANCE TREATMENT AND FERTILIZATION
AFTER PERMANENT COVER IS ESTABLISHED.
* APPLY: AGRICULTURAL LIMESTONE - 2 TONS/ACRE (3TONS/ACRE IN CLAY SOILS)
FERTILIZER - 1,000 LBS/ACRE - 10-10-10
SUPERPHOSPHATE - 500 LBS/ACRE - 20% ANALYSIS
MULCH - 2 TONS/ACRE - SMALL GRAIN STRAW
ANCHOR - ASPHALT EMULSION 0 300 GALS/ACRE
ING SCH
26IL I]7'E
PLANTING RATE
AUG 15 - NOV 1 TALL FESCUE
300 LBS/ACRE
NOV 1 - MAR 1 TALL FESCUE & ABRUZZI RYE
300 LBS/ACRE
MAR1 - APR 15 TALL FESCUE
300 LBS/ACRE
APR 15 dUN HULLED COMMON BERMUDAGRASS
25 LBS/ACRE
30
JUL 1 - AUG 15 TALL FESCUE AND
125 LBS/ACRE
+** BROWNTOP MILLET OR
35 LBS/ACRE
*++ SORGHUM -SUDAN HYBRIDS
30 LBS/ACRE
SLOPES (3:1 TO 2:1)
MAR 1 - JUN 1 TALL FESCUE
100 LBS/ACRE
JUN i - SEPT 1 TALL FESCUE AND
120 LBS/ACRE
*** BROWNTOP MULLET OR
35 LBS/ACRE
*** SORGHUM -SUDAN HYBRIDS
30 LBS/ACRE
SEPT 1 - MAR 1 TALL FESCUE
100 LBS/ACRE
(NOV 1 - MAR 1) AND ABRUZZI RYE
25 LBS/ACRE
NOTE: SERICEA LESPEDEZA AND WEEPING LOVE GRASS ARE
NOT PERMITTED
ON DAM EMBANKMENTS.
CONSULT CONSERVATION ENGINEER OR NATURAL RESOURCES CONSERVATION SERVICE
FOR ADDITIONAL INFORMATION CONCERNING OTHER ALTERNATIVES FOR VEGETATION OF
DENUDED AREAS. THE ABOVE VEGETATION RATES ARE THOSE WHICH
DO WELL UNDER
LOCAL CONDITIONS; OTHER SEEDING RATE COMBINATIONS ARE POSSIBLE.
"`TEMPORARY - RESEED ACCORDING TO OPTIMUM SEASON FOR DESIRED PERMANANT
VEGETATION. DO NOT ALLOW TEMPORARY COVER TO GROW OVER
12" IN HEIGHT
BEFORE MOWING, OTHERWISE FESCUE MAY BE SHADED OUT.
SEEDING SCHEDULE
LEGEND
® - -
LIMITS OF DISTURBANCE
SF
TEMPORARY SILT FENCE
TEMPORARY
CONSTRUCTION ENTRANCE
ROCK CHECK DAM
INLET PROTECTION
TEMPORARY DIVERSION DITCH
WETLAND NOTE:
THERE ARE NO WETLANDS
LOCATED ON THIS SITE.
FOR REVIEW ONLY
NOT FOR CONSTRUCTION
CONSTRUCTIONHESEQUENCE (CS) 1. CONTRACTOR SHALL
A PRE -CONSTRUCTION MEETING, PRIOR TO BEGINNING WORK, WITH THE OWNER'S
REPRESENTATIVE, ENGINEER, AND NCDENR-DIVISION OF LAND QUALITY.
2. OBTAIN LAND DISTURBING PERMIT FROM NCDENR-DLQ.
3. CONTRACTOR SHALL VERIFY LOCATION AND DEPTH OF ALL EXISTING UTILITIES PRIOR TO CONSTRUCTION TO AVOID
CONFLICT DURING INSTALLATION OF WATER LINES, SEWER LINES, EROSION CONTROL MEASURES, AND STORM
DRAINAGE. CONTRACTOR SHALL CALL 1-800-632-4949 N.C. "ONE CALL" PRIOR TO DIGGING TO LOCATE ALL EXISTING
UNDERGROUND UTILITIES ON SITE.
4. CONTRACTOR IS RESPONSIBLE FOR ANY OFF -SITE WASTE AREAS ASSOCIATED WITH THE CONSTRUCTION OF THE
SITE AS REQUIRED BY NCDENR-DLQ.
5. INSTALL TEMPORARY CONSTRUCTION ENTRANCE, ROCK CHECK DAM, TEMPORARY DIVERSION DITCH, SILT FENCE
AND SEDIMENT TRAP AS SHOWN ON THE APPROVED PLAN. CLEAR ONLY AS NECESSARY TO INSTALL THESE
DEVICES.
6. SEED IMMEDIATELY AFTER CONSTRUCTION OF THE TEMPORARY DIVERSION DITCH AND SEDIMENT TRAP BERM.
MAINTAIN THESE DEVICES UNTIL PERMANENT VEGETATION IS WELL ESTABLISHED.
7. CONTRACTOR SHALL CALL NCDENR-DLQ FOR ON SITE INSPECTION BY THE ENVIRONMENTAL INSPECTOR AND
OBTAIN A CERTIFICATE OF COMPLIANCE PRIOR TO COMMENCEMENT OF GRADING OPERATION.
8. BEGIN CLEARING, GRUBBING, ROUGH GRADING AND DEMOLITION OF SITE ONCE CERTIFICATE OF COMPLIANCE HAS
BEEN OBTAINED. MAINTAIN DEVICES AS NEEDED. SEE SHEET C-1.0 FOR DEMOLITION.
9. INSTALL THE 4" PVC, 10" PVC, 12" DIP, AND THE DROP INLET ONLY AT THIS TIME. TEMPORARILY CAP THE 10" PVC
UNTIL FRENCH DRAIN SYSTEM IS INSTALLED. FRENCH DRAIN SYSTEM SHALL NOT BE INSTALLED UNTIL ALL
UPSTREAM AREAS HAVE BEEN STABILIZED. INSTALL BLOCK AND GRAVEL INLET PROTECTION AS SHOWN ON PLANS.
SEE SHEET C-4.0 FOR STORM DRAINAGE INFORMATION.
10. BEGIN FINE GRADING OF SITE AND INFILTRATION BASIN #2 AS SHOWN ON SHEET C-4.0. MAINTAIN POSITIVE
DRAINAGE IN TEMPORARY DIVERSION DITCH AS GRADING CONTINUES.
11. BEGIN CONSTRUCTION OF BUILDING PAD. CONTRACTOR MAY BEGIN UTILITY CONNECTIONS AT THIS POINT.
12. DRIVEWAY ENTRANCES OFF OF NC HWY 24 SHALL BE CONSTRUCTED AFTER NCDOT DRIVEWAY PERMIT HAS BEEN
OBTAINED.
13. STABILIZE SITE AS AREAS ARE BROUGHT UP TO FINISH GRADE WITH VEGETATION AND PAVING. ESTABLISH GROUND
COVER ON DENUDED AREAS WITHIN TWENTY-ONE (21) DAYS OF COMPLETION OF ANY PHASE OF GRADING.
14. IF IT IS DETERMINED DURING CONSTRUCTION THAT SIGNIFICANT SEDIMENT IS LEAVING THE SITE, DESPITE PROPER
IMPLEMENTATION AND MAINTENANCE, THE CONTRACTOR IS OBLIGATED TO TAKE ADDITIONAL CORRECTIVE ACTION.
15. THE CONTRACTOR SHALL INSPECT AND MAINTAIN THE EROSION CONTROL DEVICES SO THEY CONTINUE TO
FUNCTION PROPERLY. ACCUMULATED SEDIMENT
M NT IN TRAP MUST BE REMOVED WHEN IT REACHES ONE-HALF THE
DESIGN DEPTH OF THE TRAP. SILT FENCING SHALL BE INSPECTED AND CLEANED OF SEDIMENT AFTER EACH
RAINFALL. THE CONTRACTOR IS ALSO RESPONSIBLE FOR INSPECTING AND MAINTAINING THESE DEVICES.
16. COMPLETE FINAL GRADING OF THE PARKING AREA AND STABILIZED WITH STONE ANDIOR CONCRETE.
17. COMPLETE FINAL GRADING OF ALL SLOPES, LANDSCAPE AREAS, SWALES AND PERMANENTLY VEGETATE.
18. AT THIS POINT, FRENCH DRAIN SYSTEM MAY BE INSTALLED AND CONNECTED TO 10" PVC AS SHOWN ON C-4.0.
19. WHEN CONSTRUCTION IS COMPLETE AND ALL AREAS ARE STABILIZED COMPLETELY, CALL NCDENR-DLQ FOR AN
INSPECTION.
20. IF SITE IS APPROVED, REMOVE TEMPORARY DIVERSION, SILT FENCE AND SEDIMENT TRAP AND GRADE INFILTRATION
BASIN #1 AS SHOWN ON SHEET C 4.0. ALL REMAINING PERMANENT EROSION CONTROL DEVICES, SUCH AS VELOCITY
DISSIPATERS, SHOULD NOW BE INSTALLED.
21. OBTAIN A CERTIFICATE OF COMPLETION.
GENERAL NOTES
1. ALL CONSTRUCTION IS TO BE PERFORMED IN ACCORDANCE WITH CURRENT CARTERET COUNTY, NCDENR, AND
NCDOT STANDARDS AND SPECIFICATIONS.
2. ALL PERMITS RELATING TO THIS PROJECT MUST BE OBTAINED PRIOR
R OR TO CONSTRUCTION.
3. PROTECTION OF EXISTING VEGETATION: AT THE START OF GRADING INVOLVING THE LOWERING OF EXISTING GRADE
AROUND A TREE OR TRIPPING OF TOPSOIL, A CLEAN, SHARP VERTICAL CUT SHALL BE MADE ATTHE EDGE OF THE
TREE SAVE AREA AT THE SAME TIME AS OTHER EROSION CONTROL MEASURES ARE INSTALLED. THE TREE
PROTECTION FENCING SHALL BE INSTALLED ON THE SIDE OF THE CUT FARTHEST AWAY FROM THE TREE TRUNK AND
SHALL. REMAIN IN PLACE UNTIL ALL CONSTRUCTION IN THE VICINITY OF THE TREE IS COMPLETE. NO STORAGE OF
MATERIALS, FILL, OR EQUIPMENT AND NO TRESPASSING SHALL BE ALLOWED WITHIN THE BOUNDARY OF THE
PROTECTED AREA.
RIVER BASIN: WHITE OAK
GRADING NOTES
1. INITIATE CONTRUCTION SEQUENCE BEFORE BEGINING CLEARING AND GRADING ON -SITE OPERATIONS.
2. STRIP TOPSOIL TO FULL DEPTH IN AREAS TO BE GRADED. STOCKPILE TOPSOIL FOR AREAS TO BE SEEDED.
3. AREAS TO BE GRADED SHALL BE CLEARED OF ALL EXISTING VEGETATION. CONTRACTOR TO PROTECT VEGETATION
LOCATED BEYOND GRADING LIMITS.
4. COMPACT ALL FILL AREAS PER GEOTECHNICAL REPORT PREPARED BY TERRACON CONSULTANTS, INC. AND DATED
JUNE 30, 2011.
5, OPERATOR SHALL FIELD VERIFY EXISTNG TOPOGRAPHY IN RELATION TO THE PROPOSED GRADES TO ENSURE
DRAINAGE IN THE DIRECTION INDICATED ON PLANS.
6. CONTRACTOR SHALL BE FINANCIALLY RESPONSIBLE FOR DISPOSAL OF ALL WASTE MATERIALS OFF SITE. THIS
RESPONSIBILITY SHALL INCLUDE ALL REQUIRED APPROVALS AND CONDITIONS DICTATED BY LOCAL OR STATE
EROSION CONTROL AUTHORITIES,
TOTAL DISTURBED AREA = 1.53 AC.
EROSION CONTROL NOTES
1. LAND DISTURBING PERMIT WILL BE REQUIRED FOR THIS SITE.
2. SUFFICIENT EROSION CONTROL PRACTICES MUST BE INSTALLED AND MAINTAINED TO RETAIN SEDIMENT WITHIN
THE BOUNDARIES OF THE SITE. ALL DISTURBED AREAS SHALL BE NON EROSIVE AND STABLE WITHIN TWENTY-ONE
(21) CALENDER DAYS OF COMPLETION OF ACTIVITY.
3. MAINTENANCE: ALL EROSION AND SEDIMENT CONTROL PRACTICES TO BE INSPECTED WEEKLY AND AFTER EVERY
RUNOFF PRODUCING RAINFALL EVENT. IF NEEDED, REPAIRS SHALL BE MADE IMMEDIATELY.
4. MAXIMUM GRADED SLOPE SHALL NOT EXCEED 3:1, UNLESS OTHERWISE NOTED.
5. SEE SHEET D-1.0 FOR EROSION CONTROL DETAILS.
BEFORE YOU DIG !
CALL TOLL FREE
1-800-632-4949
IORTH CAROLINA
ONE CALL
GRAPHIC SCALE
30 0 30 30 60
( IN FEET )
I inch = 30 ft.
!CT ii 9 2012
120
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PROJECT NUMBER
172-11

/40'SETBACK,
SIGN
<
INVERT 25.2' 20'STORMWATER
o ACCESS EASEM
INVE- RT 251A 26 27.8
15,� RCP +
76
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28 -
INVERT 25.2'
EP -
N m
STO­RMWA_TER_ . . ...
EASEMENT
0
7.5 INV.
26.7 2 .3 27.6 28.5 27.85/ 25.60 METAL I STORAGE
CONTAINER
28.5 . . ...... FRENCH DRAIN WITH 6" .. ....
PERFORATED PVC 28
39 LF @ 0.64%
28.6 FRENCH DRAIN WITH 6"
H35
2�.. 7 27.8 PERFORATED PVC 20.��d' 8.67 ABOVEGROUND
aSW`28*x0r 28.6 2 - INV. 85 LF @ 0.76% PROPANE TANK ti-4 V. 26.0 -FRAME
BUILDING
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T. ELECTRIC 35 LF @ 1.0% 2
61 .. . .. ... METER
27.6
EXISTING EX. 2-STORY
1-STORY CONCRETE FRAME EX. 1-STORY CONCRETE
BLOCK FIRE TRUCK BAY BUILDING BLOCK AMBULANCE BAY
BUILT AFTER TO 1988 FFE-28.1' BUILT PRIOR TO 1988
BUILT AFTER
28.65:: TO 1988
TSW 28.5 28.60 28.66'
SW 28.00 m
EP North = 3f
'EX. CONCRETE m
N East 2,6;
-27- - CONNECT ROOF DRAIN
-7 LEADER TO 4" HOPE
0 EX.ASPHALT >
Cl <
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RIM �26.�70 q)
INV. IN (4") 24.70 S
INV IN 2�4.70
JMFILTBATION
OUT 24.60
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BASIN 40' SETBACK
DROP INLET27.5'
nj v 27.15 27.85 -,U
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27.0
0.53% 27.25 F
, 1 'LAI,
27. P LE INVERT 26.5'
yl� 26.75 HP N 26.00 X
"27,.85
26.. 27.85 27.85
V
IT. RCP Z'
26 - 16" RCP (CLASS Lv4)!_w 26 2yq RCP
26' 12" C�
6 - NG INV
7 S
INV. 25.70
EMERGENCY X�7 66 INVERT 251'
SPILLWAY OUTLET-1 ' INVERT 25.1'
01 INV. 24.00 INVERT 24.8' INVERT 24.8.8'
INVERT 25.7' q
CONTRACTOR TO FIELD VERIFY
LOCATION OF NATURAL GAS N73°44 34`E 6306.68'
LINE AND NOTIFY ENGINEER OF (Grid t)i5tance)
ANY CONFLICTS WITH
PROPOSED 15-RCP
_EP-
R/W
TOP OF BASIN
0 ELEV. 26.5
1 0-YR STORM ELEV. 26.18
F
m
1 00-YR STORM ELEV. 26.47
- - - - - - - - - - - -
N
N Lp FOREBAY
-
1-YR STORM ELEV. 25.05
- - - - - - - - - - -
0
� 1
(3 BOTTOM ELEV. = 24.0
mI NOTE: EMERGENCY SPILLWAY AT ELEVATION 26.0
W171tvLZ
FOREBAY BERM
ELEV. = 25.5
/�//
INFILTRATION
BASIN-1
\o - - - - - -
BOTTOM ELEV. = 24,0
NGS Station Boucher
North = 359,642.27 SFT
East = 2,614A07.41 sFT
Latitude = 34' 43' 14 82811" (N)
Longitude= 076' 57' 18,60369"(W)
TOP OF BASIN
ELEV. 26.5
1 FLOW
FOREBAY
1' OF WA$HED-SAND I BOTTOM
11 MIN. UNDISTURBED IN -SITU SOIL ELEV. = 24.0
I�Z
- - - - - - - - - -
SHWT �_
INFILTRATION BASIN SECTION
NTS
NC HIGHWAY #24 - PUBLIC 100' P/W
( l ACQ D 010 DAD DI Ai-Pn 0All nl=PQ
INCLUDE SUBLAYER OF FILTER
FABRIC OR FS-2 FILTER STONE WITH
A BEDDING THICKNESS OF 6".
EMERGENCY SPILLWAY DETAIL
NTS
GENERALNOTES
1. ALL CONSTRUCTION IS TO BE PERFORMED IN ACCORDANCE WITH CURRENT CARTERET COUNTY, NCDENR, AND
NCDOT STANDARDS AND SPECIFICATIONS.
2. ALL PERMITS RELATING TO THIS PROJECT MUST BE OBTAINED PRIOR TO CONSTRUCTION.
3. PROTECTION OF EXISTING VEGETATION: AT THE START OF GRADING INVOLVING THE LOWERING OF EXISTING GRADE
AROUND A TREE OR TRIPPING OF TOPSOIL, A CLEAN, SHARP VERTICAL CUT SHALL BE MADE AT THE EDGE OF THE
TREE SAVE AREA AT THE SAME TIME AS OTHER EROSION CONTROL MEASURES ARE INSTALLED. THE TREE
PROTECTION FENCING SHALL BE INSTALLED ON THE SIDE OF THE CUT FARTHEST AWAY FROM THE TREE TRUNK AND
SHALL REMAIN IN PLACE UNTIL ALL CONSTRUCTION IN THE VICINITY OF THE TREE IS COMPLETE. NO STORAGE OF
MATERIALS, FILL, OR EQUIPMENT AND NO TRESPASSING SHALL BE ALLOWED WITHIN THE BOUNDARY OF THE
PROTECTED AREA.
RIVER BASIN: WHITE OAK
GRADING NOTES
1. INITIATE CONTRUCTION SEQUENCE BEFORE BEGINING CLEARING AND GRADING ON -SITE OPERATIONS.
2. STRIP TOPSOIL TO FULL DEPTH IN AREAS TO BE GRADED. STOCKPILE TOPSOIL FOR AREAS TO BE SEEDED.
3. AREAS TO BE GRADED SHALL BE CLEARED OF ALL EXISTING VEGETATION. CONTRACTOR TO PROTECT VEGETATION
LOCATED BEYOND GRADING LIMITS.
4, COMPACT ALL FILL AREAS PER GEOTECHNICAL REPORT PREPARED BY TERRACON CONSULTANTS, INC. AND DATED
JUNE 30, 2011.
5. OPERATOR SHALL FIELD VERIFY EXISTNG TOPOGRAPHY IN RELATION TO THE PROPOSED GRADES TO ENSURE
DRAINAGE IN THE DIRECTION INDICATED ON PLANS.
6. CONTRACTOR SHALL BE FINANCIALLY RESPONSIBLE FOR DISPOSAL OF ALL WASTE MATERIALS OFF SITE, THIS
RESPONSIBILITY SHALL INCLUDE ALL REQUIRED APPROVALS AND CONDITIONS DICTATED BY LOCAL OR STATE
EROSION CONTROL AUTHORITIES.
TOTAL DISTURBED AREA = 1.53 AC.
WETLAND NOTE:
THERE ARE NO WETLANDS LOCATED ON THIS SITE.
BIJA AREAS (DRAINAGE AREAS)
IMPERVIOUS SURFACE AREA
DRAINAGE AREA 1
ON -SITE BUILDINGS / LOTS (SF):
ON -SITE STREETS (SF):
6,193 SF
ON -SITE PARKING (SF):
-ON-SITE SIDEWALKS (SF):
29,369 SF
800 SF
OTHER ON -SITE (SF):
FUTURE SF:
OFF -SITE SF
EXISTING BIJA (SF):
8,331 SF
TOTAL (SF): 44,693 SF
FOR REVIEW ONLY
NOT FOR CONSTRUCTION
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SHEET
GRAPHIC SCALE ou 9 2042
C-4
30 0 30 30 60 120
PROJECT NUMBER
172-11
( IN FEET )
1 inch - 30 ft.

n
1.5' MIN. BEYOND BANK OF SLOPE
CLASS B
EROSION CONTROL
STONE \
?'r
24" MAX.
FILTER FABRIC ATICENTER
SECTION A -A
STONE SHALL BE PLACED OVER THE CHANNEL BANKS TO KEEP WATER
FROM CUTTING AROUND THE DAM.
ROCK CHECK DAM DETAIL
NTS
DEWATERING
CONCRETEBLOCK
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2:1 SLOPE, GRAVEL BERM
CONSTRUCTION SPECIFICATIONS
1. LAY ONE BLOCK ON EACH SIDE OF THE STRUCTURE
ON ITS SIDE IN THE BOTTOM ROW TO ALLOW POOL
DRAINAGE. THE FOUNDATION SHOULD BE EXCAVATED ARE SCREEN
AT LEAST 2 INCHES BELOW THE CREST OF THE STORM TEMPORARY SEDIMENT
DRAIN. PLACE THE BOTTOM ROW OF BLOCKS AGAINST POOL
THE EDGE OF THE STORM DRAIN FOR LATERAL SUPPORT DEWATERING
AND TO AVOID WASHOUTS WHEN OVERFLOW OCCURS. ,
IF NEEDED, GIVE LATERAL SUPPORT TO SUBSEQUENT •: : ,
ROWS BY PLACING 2 X 4 WOOD STUDS THROUGH 1' MIN.a
BLOCK OPENINGS. T MAX.
2. CAREFULLY FIT HARDWARE CLOTH OR COMPARABLEWIRE
MESH WITH 112-INCH OPENINGS OVER ALLnl
� a•
BLOCK OPENINGS TO HOLD GRAVEL IN PLACE.
=i�'-- :IIIIL -IIIII=III
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3. USE CLEAN GRAVEL, 3/4-TO 1/2-INCH IN
SEDIMENT
DIAMETER, PLACED 2 INCHES BELOW THE TOP
_g
OF THE BLOCK ON A 2:1 SLOPE OR FLATTER AND
SMOOTH IT TO AN EVEN GRADE. DOT #57 WASHED
STONE IS RECOMMENDED.
NOT TO BE USED FOR SEDIMENT STORAGE
BLOCK AND
GRAVEL INLET
PROTECTION DETAIL
UPSTREAM END OF OVERFLOW
- - � UPSTREAM END OF--.-�_ - STORMORM DRAIN
STORM DRAIN
1/3 PIPE
DIAMETER
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WWI EXTERIOR PLYWOOD
4
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SHEET 1 OF 1
840.14
OF PLYWOOD NOTE:
ALL PARTIALLY COMPLETED STORM DRAINS, UP TO
24" PIPE SIZE, SHALL BE PROTECTED AT THE END
OF EACH DAY IN ACCORDANCE WITH THESE
DETAILS.
PLYWOOD PIPE INLET
PROTECTION DETAIL NTS
WEEP HOLES
1X
GENERAL NOTES:
USE CLASS 'I CONCRETE THROUGHOUT.
PROVIDE ALL DROP INLETS OVER W-6" IN DEPTH WITH STEPS 12"
ON CENTER. USE STEPS WHICH COMPLY WITH STD. DRAWING 040.66.
OPTIONAL CONSTRUCTION - MONOLITHIC POUR 2" KEYWAY OR #4 BAR DOWELS AT
12" CENTERS AS DIRECTED BY THE ENGINEER.
USE FORMS FOR THE CONSTRUCTION OF THE BOTTOM SLAB.
IF REINFORCED CONCRETE PIPE IS SET IN BOTTOM SLAB OF BOX, ADD TO SLAB
AS SHOWN ON STD. NO. 840.00.
CONSTRUCT WITH PIPE CROWNS MATCHING.
INSTALL 2" WEEPHOLES AS DIRECTED BY THE ENGINEER.
INSTALL STONE DRAINS, OF A MINIMUM OF 1 CUBIC FOOT OF NO. 78M STONE IN A
POROUS FABRIC BAG OR WRAP, AT EACH WEEP HOLE OR AS DIRECTED BY THE ENGINEER.
CHAMFER ALL EXPOSED COflNEPS 1
Y`- DRAWING N07 TO SCALE.
PLAN
WITH GRATE &FRAME REMOVED
,OPING(INCIDENTAL)
IP ELEVATION
640.16 FRAME ---------- \ v
RATE
6„ B 6„
C'
(SEE NOTE) MAX. PIPE THIS SIDE
SECTION X-X SECTION Y-Y
DIMENSIONS AND QUANTITIES FOR DROP INLET(BASED ON MIN. HEIGHT, H)
DIMENSIONS OF BOX & PIPE
CUBIC YARDS
CONC. IN BOX
DEDUCTIONS FOR
ONE PIPE
PIPE
SPAN
WIDTH
MIN. HEIGHT
D
A
B
H
BOTTOM WALL PER
SLAB FT. HT.
N_
NxT07METE
MR MINI"
wi H
C.M.
RIC.
12"
3'.0"
2'-0"
2'-0"
0.222 0.222
0.592
0.015
0.026
151,
2'-3"
0.648
0.023
0.036
1811
2'-6"
0.703
0.033
0.049
24"
3'-0"
0.814
0.059
0.085
30"
3'-0"
2'-0"
3'-6"
0.222 0.222
0.925
0.092
0.127
DROP INLET DETAIL
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FOR REPAIR OF SILT FENCE FAILURES, USE
NO. 57 WASHED STONE. FORANCHOR WHEN
SILT FENCE IS PROTECTING CATCH BASIN. IN
EACH CASE THE SILT FENCE IS TO BE
PROPERLY ENTRENCHED & THE STONE
SHALL BE AT A MINIMUM OF 16" ABOVE
GRADE AT THE DIRECTION OF FLOW &
BETWEEN 60.45 DEGREES.
NOTES:
- END OF SILT FENCE SHOULD BE TURNED UPHILL
- SEE N.C. STATE DENR PRACTICE STANDARDS & SPECIFICATIONS
SEDIMENT FENCE SET FOR CONDITIONS WHERE PRACTICE APPLIES:
PLANNING CONSIDERATIONS & DESIGN CRITERIA. (HOWEVER FLOW
SHALL NOT RUN PARRALLEL WITH THE TOE OF THE FENCE).
NITS
LAP TOP OF -
FILTER FABRIC
TEMPORARY SIL
MIN. 12-1/2 GA.
INTERMEDIATE
WIRES
GRADE
IIIF_II'
STEEL POST
WOVEN WIRE FABRIC IS ALWAYS REQUIRED
SILT FENCE GEOTEXTILE FABRIC
q
o
FILL SLOPE
N
•GRADE
• -
�n
.: ••:
=
L-IIIII=
6" MIN. COVER
OVER SKIRT
111',
ANCORIIIIISKIRT AS
DIRECTED BY ENGINEER.
SIDE VIEW
T FENCE DETAIL
STEEP CUT OR FILL SLOPE
SIDE SLOPES
2:1(MAX.)
UPSLOPE TOE
Z MIN
COMPACTED
2' MIN
m
2:1 SLOPE (MAX)
ORIGINAL GRADE
CROSS SECTION
STABILIZE DIVERSION DITCH
WITH TEMPORARY SEEDING
AND EROSION CONTROL
NETTING
POSITIVE GRADE 1.0% MAX.
- - - - 2'MIN.
I
\ f
\ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \
\ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \
\\\ \\\ \\ \ \ \\ \\\\\\\\\
STEEP CUT OR FILL SLOPE
PLAN VIEW
NTS
TEMPORARY DIVERSION DITCH DETAIL
NITS
FINISH GRADE
SOIL BACKFILL
0 0 0 0 0 0
0 0 0l o 0 0 0 0 0 o FILTER FABRIC ENCLOSED
0 0 0 0
STONE FILTER
0
0 0 0
0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0
Z o 0 0 0 0 0 0
? o0 00 0
#57 WASHED STONE
0 00 00 0 0 00 0
0 0 0 0 0 0 0o c 6" PERFORATED PVC
W/ FILTER SOCK
o 0
e o
o ? o
0 0 0 00
0
0 o 0 0
,a o
0 0 0 0 0 0 T3T'
10'1,
FRENCH DRAIN DETAIL
NOTES:
1. L = THE LENGTH OF THE RIPRAP APRON.
2. d = 1.5 TIMES THE MAXIMUM STONE DIAMETER BUT NOT
LESS THAN 6" (inches).
3. A FILTER BLANKET OR FILTER FABRIC SHOULD BE
INSTALLED BETWEEN THE RIPRAP AND SOIL FOUNDATION
A ,Yiyi ��•
PLAN VIEW
FABRIC
SECTION IA -A'
NTS
DESIGN CRITERIA
SUMMARY:
TEMPORARY SEDIMENT TRAP
PRIMARY SPILLWAY:
STONE SPILLWAY
MAXIMUM DRAINAGE AREA:
5 ACRES
MINIMUM VOLUME:
3600 CU FT PER ACRE OF DISTURBED AREA
MINIMUM SURFACE AREA:
435 SO FT PER CFS OF Q PEA FLOW
MINIMUM LW RATIO:
2:1
MINIMUM DEPTH:
3.5 FEET, 1.5 FEET EXCAVATED BELOW GRADE
MAXIMUM HEIGHT:
WEIR ELEVATION 3.5 FEET ABOVE GRADE
DEWATERING MECHANISM:
STONE SPILLWAY
MINIMUM DEWATERING TIME:
N/A
BAFFLES REQUIRED:
3 MINIMUM
NOTES:
SEE N.G. STATE DENR PRACTICE
STANDARDS & SPECIFICATIONS FOR
CONDITIONS WHERE PRACTICE APPLIES
PLANNING CONSIDERATION: DESIGN CRITERIA
(WITH EXCEPTION THAT MIN. WEIR 15IV) &
CONSTRUCTION SPECIFICATION & MAINTENANCE.
A
W2
(L'
D)
OUTLET
(in)
(ft)
ft)
ft)
d
RIP RAP
(i)
1
12
4.0
1 3.0
1 4.0
1 12"
1 CLASS A
3.0
NCDOT STD, 840.14 NTS OUTLET PROTECTION DETAIL
NTS
DESIGN 21"
SETTLED
TOP \
FOR REVIEW ONLY
NOT FOR CONSTRUCTION
1' FREEBOARD IIIII uu
10 FT MIN o og III iIIIII=IIIII
�I-
-ao 0oO "off aIII_III 2:1 SIDE
SbOcP0006 a - (I ( (I" A
\ 5 FT 1 -um--ur �oU3' o = o 'pan SLOPE MAX
-IIII-IIII 4��ao po o . o .IIIII=
' MAX FILL 2'MIN TO IIIII=IIII o ��aoao >o cb IIIIL--11'"
3.5' MAX "III_ II c 000 g III -III
- - FILTER 'I _ crpoa�aa q� il( 1:1 SIDE SLOPE
FABRIC (IIIII{Ilaoo _IIII JI MAX
3 FT
MIN
STRUCTURE LIFE LIMITED
TO 2 YEARS
MAINTENANCE
1. INSPECT TEMPORARY SEDIMENT TRAPS AFTER EACH PERIOD OF SIGNIFICANT
RAINFALL. REMOVE SEDIMENT AND RESTORE TRAP TO ITS ORIGINAL DIMENSIONS
WHEN THE SEDIMENT HAS ACCUMULATED TO ONE-HALF THE DESIGN DEPTH OF
THE TRAP. PLACE THE SEDIMENT THAT IS REMOVED IN A DESIGNATED DISPOSAL
AREA AND REPLACE THE CONTAMINATED PART OF THE GRAVEL FACING.
2. CHECK THE STRUCTURE FOR DAMAGE FROM EROSION OR PIPING.
3. PERIODICALLY CHECK THE DEPTH OF THE SPILLWAY TO ENSURE IT IS A MINIMUM
OF 1.5 FT BELOW THE LOW POINT OF THE EMBANKMENT. IMMEDIATELY FILL
ANY SETTLEMENT OF THE EMBANKMENT TO SLIGHTLY ABOVE DESIGN GRADE.
4. ANY RIP RAP DISPLACED FROM THE SPILLWAY MUST BE REPLACED IMMEDIATELY
STABILIZE THE EMBANKMENT AND ALL DISTURBED AREAS ABOVE THE SEDIMENT POOL
AND DOWNSTREAM FROM THE TRAP IMMEDIATELY AFTER CONSTRUCTION WITH
SEEDING.
SEDIMENT TRAP TABLE
5 FT
MAX
FILTER
FABRIC
OVERFILL 6"
FOR SETTLEMENT
76"
EMERGENCY BYPASS
BELOW SETTLED
TOP OF DAM
NATURAL
GROUND
TRAP/
DRAINAGE
DENUDED
Q10
REQUIRED
REQUIRED
TOTAL
INTERIOR
PROVIDED
PROVIDED
WEIR
BASIN
AREA
AREA
SURFACE AREA
VOLUME
DEPTH
SIDE
SURFACE AREA
VOLUME
LENGTH
(CFS)
NUMBER
(AC)
(AC)
(SF)
(CF)
(FT)
SLOPE
(SF)
(CF)
1
1.22
1.10
3.76
1,639
3,960
3.5
3:1
3,712
5,453
20'
SEDIMENT TRAP DETAIL
OCT u 2, 2012
NTS ----
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D-1
PROJECT NUMBER
172-11

SHRUB PLANTING DETAIL
C
a c
PROPOSED PERIMETER BUFFER m r^
EVERGREEN SHRUBS PLANTED IN TWO I F
OFF SET ROWS AT 4' ON CENTER N m
LOW LYING SHRUBS PLANTED IN ONE
ROW AT 3' ON CENTER MULCH WITHIN LANDSCAPE BEDS (TYP.) ( A o
BED LINE (TYP.) 11-LI
- - � - - I 12JU13-LI 16-LOR 1-
a n '0
17-DYH 11-LI 18-EU 14-EU 16-DY9-LI(
12-EA 12JU 12-EA 14-LOR 13•LI N79°44'51E SO A 9JU79°34'10"E 137.19'
N79°49'04"E 231.29' 13-LI 15-EU 13-LI N79°27'23E 109.86' 13_LI _ � 13-DYH
- Enc400chment
SEED 01o
SEED SEED
0
1 - - 30' SETBACK
Ig.._....-.
SEED EXISTING TREES
TO REMAIN
i�;. FRAME BUILDING
SEED
PROPOSED
i`
ED7• / DRIVE METAL STORAGE CONTAINERS
t
EXISTING TREES TO REMAIN ' .... PROP.OSED. r I
15' PARI(ING 4dT,
,: SEED
.�.'.:: ^.:,..... '..,.a. I ABOVEGROUND
ZI DIN
` ,ETANK
q'
m 'ar HVA 8 G
AC cn
"ELECTRIC u. ti
N t � I _ P METER
N 1 ROPQSE PROPOSED
�I GF(kRKtNG DRIVE
• ` EXISTING 1-STORY BUILDING
1 ` i SEED I I EXISTING
2- TOR EXISTING I -STORY BUILDING + ✓ r /
SEED d - 1.5
.,'
I' f
�NO £�EX. ASPHALT .', �,� �A P A T
PROPOSED rn EX. 5H L
i
a �
DRIVE
rn
..� - SETBACK - I - _ - INFILTRATION 40' SETBACK -�
SEED ' BASIN �SEEf� EXISTING SIGN
\WV 3
p SEED I G U
SEED EXISTING FLAG POLE
C SEED - -:;. \ INVERT 26.5'
__ _ O
r 3�9°38.'4$' W 300.00' _ 579°38'48'W 254.22' - - - EP _
15" PCP
- RJW --- -- '� NG --- - G -:.15„ RPP -_ - -- __ - _ _� -- - .....-._ RC - --.-. 0
'-- -- -!t _-NG` N6 NG - 12" CPR
INVERT 25.2' J Fq Fq INV
EP - � INVERT 25.1' - G
(n INVERT 24.8' INVERT 25.1'
INVERT 25.7' O INVERT 24.8' -
J
(Grid Distance)- - G
NC HIGHWAY #24 PUBLIC 100' R/W G
(/ O
\ J NGS Station Boucher G
L \1 North = 359,642,27 34'1 .82
--FT
RJW - East = 2,614 407.41 sFT -
Latitude = 34° 43' 14.82811" (N)
Longitude = 076' 57' 18,60369" (W)
GENERAL PLANTING NOTES:
1. All landscaping shall be installed according to sound nursery practices and shall meet all standards as stated in the
latest edition of 'American Standard for Nursery Stock'
2. Plant list quantities are provided for convenience only. In the event of quantity discrepancies, the drawings shall take
precedence.
3. No substitutions shall be made without written authorization from the owner or landscape designer.
4. Contractor shall have utility company locate all utilities prior to digging. Contractor shall be responsible for all damages
incurred by his/her work.
5. Methods of tree staking indicated on the drawings are suggestions only. The landscape contractor shall use whatever
method he deems fit, however he will be held liable for any damages caused to trees by improper staking methods (or
absence of staking) and is responsible for uprighting and replanting trees which are blown over.
6. All areas not shown as hard surfaces, plant bed, mulched or undisturbed areas, shall be seeded or sodded as lawn with
"Rebel IV", Confederate Plus or Lesco Tall Turf Type fescue for in all areas in right of way up to the road.
7. All landscape beds contain mulched and shall be triple shredded hardwood mulch at a thickness of 3"
8. All landscape beds shall have positive drainage away from all structures.
9. All plant beds shall be treated with pre -emergent weed control (i.e. Treflon granules).
10. All plants shall be in accordance with the latest edition of the American Association of Nurserymen and shall be
vigorous, healthy material free of pests and disease.
11. Verification of total quanties as shown on the plant list shall be the responsibility of the planting contractor, and the total
quantities shall be required on the planting plan.
12. Owners shall maintain all plant beds and plant material in good health, and any dead, unhealthy or missing plants shall
be replaced with the same plant material originally specified on this plan
13. Plant material on this site must be installed in conformance with the general planting notes and details on this plan or to
the standards of the County of Carteret.
14. Landscape contractor is responsible for all required permits and licenses to perform the required work.
15. All plants shall be vigorous, healthy material free from pests and disease.
LANDSCAPE CALCULATIONS
PERIMETER BUFFER
Requirement: two off set rows of evergreen shrubs planted at 4' on center and one row
of low lying shrubs planted at Ton center.
Provided: two off set rows of evergreen shrubs planted at 4' on center and one row of
low lying shrubs planted at Ton center.
MASTER PLANT LIST
KEY
BOTANICAL NAME
COMMON NAME
CITY.
HEIGHT
SPREAD
ROOT
COMMENTS
EA
Thu'a occidentalis'De root's Spire'
Eastern Arborvitae
48
3' HT.
24"-28"
CONT.
JU
Junliperus communis'Gold Cone'
Common Juniper
45
3' HT.
24"-28"
CONT.
LI
Lig ustrum 'a onicum'Rotundifolium'
Li ustrum
94
3" HT.
24"-28"
CONT.
DYH
Ilex vomits ria Bonleaui'Condeaux'PP#8779'
Dwarf Yau on Holly
46
24" Ht.
18"-24"
CONT.
EU
Euon mus forturl'Canadale Gold'
Wintercree er
47
24" Ht.
18"-24"
CONT.
LOR
Loro etalum chinensis Emerald Snow
Loro etalum
30
24" Ht.
18"-24"
CONT.
L. AS PER
JCER
UH
NOTES
1. Remove the burlap, burlap ties and wire basket from top 113 of rootball. Remove all nylon strings, plastic liners and synthetic burlap -
type of materials from the entire rootball,
2. Scanty rootball and bottom/sides of plant pit.
3. Excavate planting pit two to three times as wide as the rootball. Install rootball 114 to 113 above existing/proposed grade. Locate rootball
on solid soil and not loose backfill.
4. All saucers shall be soaked with water and mulched immediate) following planting.
Y 9P 9
5. The size of the rootball shall conform to the AAN standards.
5. Fertilized all plants with Agriform fertilizer tablets or equal, to be applied according to manufacturer's recommendation.
7. All rootballs after removing from containers shall be scanted prior to backfilling the planting hale.
S. Thoroughly soak the shrub root ball and adjacent prepared soil several times during the first month after planing and at least once a week
for the first two growing seasons.
TREE PLANTING DETAIL - B&B TREES IN ALL SOIL TYPES
NOTE: THIS DETAIL ASSUMES THAT THE PLANTING SPACE IS LARGER THAN 8 FT
SQUARE, OPEN TO THE SKY, AND NOT COVERED BY ANY PAVING OR GRATING.
INTERNATIONAL SOCIETY
OF ARBORICULTURE
V
DO NOT HEAVILY PRUNE THE TREE AT PLANTING.
PRUNE ONLY CROSSOVER LIMBS, CO DOMINANT
LEADERS AND BROKEN OR DEAD BRANCHES.
SOME INTERIOR TWIGS AND LATERAL BRANCHES 7�
MAY BE PRUNED HOWEVER DO NOT REMOVE
THE TERMINAL BUDS OF BRANCHES THAT
EXTEND TO THE EDGE OF THE CROWN.
EACH TREE MUST BE PLANTED SUCH THAT
THE TRUNK FLARE IS VISIBLE AT THE TOP
SET TOP OF ROOT BALL FLUSH TO
OF THE ROOT BALL. TREES WHERE THE TRUNK
GRADE OR 1-2 IN.
MULCH RING
FLARE IS NOT VISIBLE SHALL BE REJECTED.
HIGHER IN SLOWLY DRAINING SOILS.
6 FT. DIAM. MIN.
DO NOT COVER THE TOP OF THE ROOT
8FT. DIAM. PREFERRED
BALL WITH SOIL.
8 IN
31N. MULCH DO NO PLACE
41N. HIGH EARTH SAUCER
MULCH IN CONTACT WITH TREE TRUNK
BEYOND EDGE OF ROOT BALL,
MAINTAIN THE MULCH WEED -FREE FOR
A MINIMUM OF THREE YEARS AFTER
REMOVE ALL TWINE, ROPE AND WIRE, AND
BURLAP FROM TOP HALF OF ROOT BALL
IF PLANT IS SHIPPED WITH A WIRE BASKET AROUND
THE ROOT BALL, CUT THE WIRE BASKET IN FOUR PLACES
AND FOLD DOWN 81N, INTO PLANTING HOLE.
NOTE: FOR DIMENSIONS OF
PLANTING AREAS, TYPES OF SOIL
PLACE ROOT BALL ON UNEXCAVATED
OR TAMPED SOIL.
SEE "SOIL IMPROVEMENT DETAILS"
AMENDMENTS, OR SOIL REPLACEMENT,
TAMP SOIL AROUND ROOT BALL
BASE FIRMLY WITH FOOT PRESSURE
SO THAT ROOT BALL DOES NOT SHIFT.
NOTES
1. Scarify rootball and bottom/sides of plant pit.
2. Excavate planting pit two to three Ames as wide as the rootball. Install rootball 114 to 113 above exisfing/proposed grade. Locate rootball
on solid soil and not loose backfill.
3. AI saucers shall be soaked with water and mulched immediately following planting.
4. The size of the rootball shall conform to the AAN standards.
5. Fertilized all plants with Agnfonn fertilizer tablets or equal, to be applied according to manufacturer's recommendation.
6. All rootballs after removing from containers shall be scarified prior to backflling the planting hole.
7. Thoroughly soak the shrub root ball and adjacent prepared soil several times during the first month after planting and at least once a week
for the first two growing seasons.
8. Guying, if necessary, shall be removed after one growing season.
FOR REVIEW ONLY
NOT FOR CONSTRUCTION
GRAPHIC SCALE
( IN FEET )
I inch - 30 ft.
t
OCT 69
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DRAWING
SHEET
- L-1
PROJECT NUMBER
172-11

CONSTRUCTION DOCUMENTS FOR:
BROAD &GALES CREEK FIRE DEPARTMENT ADDITION
NEWPORT, CARTERET COUNTY, NORTH CAROLINA
Croatan
i National Forest
1124
SIT
NC 24
IL
� � 1
j1122j
J
BOGUE SOUND
NORTH
VICINITY MAP
NOT TO .SCALE
INDEX TO PLANS
C-0 COVER
C-1 EXISTING CONDITIONS / DEMOLITION PLAN
C-2 SITE LAYOUT PLAN
C-3 EROSION CONTROL PLAN
C-4 GRADING AND STORM DRAINAGE PLAN
D-1 DETAIL SHEET
L-1 LANDSCAPE PLAN
ALL CONSTRUCTION SHALL BE DONE IN ACCORDANCE WITH ALL CARTERET
COUNTY, NCDENR AND NCDOT DESIGN STANDARDS AND SPECIFICATIONS.
OWNER / DEVELOPER:
BROAD & GALES CREEK FIRE DEPT.
3010 HWY 24
NEWPORT, NC 28570
TEL: [phone]
CIVIL ENGINEER:
PABST & HILBURN, PA
911 PAVERSTONE DRIVE, SUITE E
RALEIGH, NC 27615
TEL: [phone]
FAX: [phone]
SURVEYOR:
SUITT & ASSOCIATES, P.A.
P.O. BOX 12034
NEW BERN, NC 28561
TEL: [phone]
ARCHITECT:
DAVID HUSS ARCHITECT
200 POWELL DRIVE, SUITE 107
RALEIGH, NC 27607
TEL: [phone]
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DIVISION OF WATER QUALITY
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C-0
PROJECT NUMBER
172-11

�I
II LOT LOT
8 ( 9
N79'49'04"E 231.29'
w
30' SETBACK _
1
l 1
WILLIAM F. O'NEAL
& ETHELENE P, O'NEAL
j DEED BOOK 359, PAGE 191 n tr
N irri
N
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INVERT 25.2'
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v R/W NG -- ���-�"NG —
6
INVERT 252
PHASE THREE, ROLLINGWOOD SUBDIVISION
MAP BOOK 22, PAGE 34
LAND AREA
131,372 SQ, FT.
3.02 ACRES
�W^V
I^w
579038'48"W 300.00' —
-- — NG ---
i —
3
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g L
3
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v \�
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Ni 109,86'
BUA AREAS (TOTAL SITE)
EXISTING BUA (PRIOR TO 1988)
BUILDING:
1,938SF
ASPHALT DRIVEWAY:
4,420 SF
SIDEWALK:
466SF
GRAVEL PARKING:
993 SF..
TOTAL:
7,817 SF '..
EXISTING BUA (PRIOR TO 1988) TO REMAIN
7,817 SF
EXISTING BUA (AFTER TO 1988)
BUILDING: 4,271 SF
ASPHALT DRIVEWAY: 4,806 SF
SIDEWALK: 1,493 SF
GRAVEL PARKING: 8,194 SF
TOTAL: 18,764 SF
EXISTING BUA (AFTER 1988) TO REMAIN 5,900 SF
LOT
11
N79044'51"E 109.89'
CONCRETE
WELL TO BE ABANDONED TO BE
(REFER TO NOTE #1) REMOVED
WELL
HOUSE_
--TO—BE
REMOVED-.-,,,,,� FRAME
,l `
-_� BUILDING
ABOVEGROUND
WATER MAIN
TO BE REMOVED
DUMP5TER_,_
TO BE RELOCATED
T
SYMBOLLEGEND
*
FOUND EXISTING METAL STAKE
0
SET NEW METAL STAKE
L7
WATER METER
ELECTRIC RISER
�i
TELEPHONE RISER
O
FIBER OPTIC RISER
UTILITY POLE
1'S
UTILITY POLE WITH AERIAL LIGHT
-d
GUY WIRE ANCHOR
FIRE HYDRANT
Wv
WATER VALVE
COMMUNICATION TOWER
TO BE REMOVED / DEMOLISHED
H
ABBREVIATIONS
R/W = RIGHT OF WAY
SQ.FT. = SQUARE FEET
MBL = MINIMUM BUILDING SETBACK LINE
HVAC = HEATING, VENTILATING & AIR CONDITIONING
RCP = REINFORCED CONCRETE PIPE
CPP = CORRUGATED PLASTIC PIPE
NGS = NATIONAL GEODETIC SURVEY
sFT = SURVEY FEET
N) = NORTH
W) = WEST
T
C
a
w ^�
LOT F p
Nm
12 I v m
� o
w�
� pp
N79034'10"E 137.19' d
48.b'
Fence Encroachment
o
o 0 11
30' SETBACK
METAL STORAGE
CONTAINER
ABOVE GR UND
PROPANE TANK _.(.
LOT
13
SURVEY NOTES
Address:
3010 Hwy 24
Newport, NC 28570
Deed Reference:
Broad & Gales Creek Community Associates, Inc.
Book 447, Page 196, Book 472, Page 428 & Book 562, Page 398
Tax Parcel Number 631604819337000
Area by coordinate computations.
Flood Report:
This property is located in Zone X per Flood Insurance Rate Map Number
3720630600, Community Number 370043, Panel Number 6306, Suffix J. Effective
Date: July 2, 2004,
Property is subject to land use and environmental laws and regulations of Federal,
State & Local Regulatory Agencies. Compliance with such regulations has not
been considered by this survey.
Property is subject to all easements and restrictions of record. No title examination
was performed by Suitt & Associates, PA.
Carteret County Zoning
Property Zoned B-1.
Minimum Building Setback Lines in Accordance with B-1 Zoning Requirements.
North Carolina Department of Transportation NC Highway #24 Project Reference
Number 6.1690027.
Vertical Datum:
Elevations shown are based upon the National Geodetic Survey Continuously
Operating Reference Station NCBE. The published elevation of NCBE is 9.65
Meters, NAVD 88
North Carolina State Plane Coordinate System
Horizontal positions are referenced to NAD83/National Spatial Reference System
(2007). Epoch Date 2002.00. Vertical positions are referenced to NAVD88 using
GEOID09. Project Combined Factor = 0.999549825.
NOTES:
1. WELL TO BE ABANDONED, CONTRACTOR TO CONTACT CARTERET
COUNTY HEALTH DEPARTMENT REGARDING PERMITS AND
ABANDONMENT PROCEDURES PRIOR TO BEGINNING WORK.
SETBACKS:
FRONT:
40'
REAR:
30'
SIDE:
15' (ONE SIDE)
CALIFORNIA LAND COMPANY, LLC
DEED BOOK 1054, PAGE 62
\i
INVERT 265 U -`
R/W-
GRAPHIC SCALE
( IN FEET )
I inch = 30 ft.
09"
M�^
Z3
CO
ftJ
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0
Z
C-1
PROJECT NUMBER
172-11

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N79049'04"E 23L29' N79727'23"E 109,86' 1 N79°44'51"E 109.89' N79°34'10"E 137.19' _ N -
- - - - - - - - - - - - - - • - - - - x _ V - --- 4
��-
20' STORMWATER }
ACCESS EASEMENT Fence Encroachment
_ wI0 t
............ SEPTIC TANK /FIELD p
ro ro ( AREA. SEE ARCHITECT 30' SETBACK o 0
30 SETBAK / o
______ PLANS FOR EXACT _ FRAME
9 ILOCATION BUILDING
-.-._._.-CUNCIJETE `
I 20-STORMWATER >*"
} h RS• STORMWATER
i, RELOCATED ACCESS EASEMENT EASEMENT
METAL STORAGE
DUMPSTER
/ V / CONTAINER
/ _ _ o STORMWATER BMP )A�f
\ INFILTRATION
BASIN
3 1
. _ . - . - . - . _ . — - . _ . _ . . )AB�VE GROUND --
I' COVERED AREA yROPANE TANK , SEE ARCHITECT'PtAN3 - _ FRAME BUILDING
�� iui I ( `• ..:, ARttIN t' - HVAC
G
n cn I .AREA -" 'EX, CONCRETE ..,-.,«.....,.,...a.�..........•......, cn
I`
HVAC 7_
` C ro
h � ''CONORET ` LECTRI � ro jI
N �x GRAVEL. METER I. m i
;o PARKING ' EXISTING EX.2-STORY I w
I I •24 VAN 1-STORY CONCRETE FRAME EX. I-5TORY CONCRETE
' "`>'S' c •: 24' I BLOCK FIRE TRUCK BAY BUILDING BLOCK AMBULANCE BAY -
" - BUILT AFTER TO 1988 FFE-28.1' BUILT PRIOR TO 1988
}4, I , WHEEL,ST'OPS �•I{C BUILT AFTER r
WHEEL STOPS - (TYP) TO 1988
I `
(TYP) 1 4" WHITE- .......<. �._.7 '
\ ' CONC. SIDEWALK _
l• PAINT'.' \s (4"THICK) ..°=_�:.._.._.-.� E.X CONCRETE... ..,..m...� �m, 15
(CONCRETE P ___ m �--EP
I A
STORMWATER \ CONCRETE 4' CONC. SIDEWALK A X rn , Z
GRAVE(.. (4" THICK) p m m_'" rn
! , EASEMENT
z¢
40' SETBACK —\ `- 40' SETBACK '� n
SIGN
I
1� STORMWATER I STORMWATER BMP \
• 70' SIGN
ACCESS EASEMENT ' INFILTRATION \ \
BASIN#1
INVERT 25.2'A 1 I *- p 7"xl0" ALIMINUM P
"NOT AN EXIT" SIGN FLAG i
INVERT 25.1'� C.J .. `\-''- 10'X70'SIGHT =— � _/ SI HT 10'X70' POLE - -
- - - - - - - SIGHT 10'X70' SIGHT -
10'X7V SIGHT TRIANGLE TRIANGLE
15" RCP TRIANGLE 579 _---311'IU TRIANGI E
- -- RIW --- �-- NG NG -- -- - NG -- - --- -- — NG — - - NG --- _T0'X70-SR3HT— NG - ---
,P - R2S __ — -___ <% TRIANGLE a FA
0
TIETO EXISTING
7"x10" ALIMINUM
TIE TO EXISTING I PAVEMENT (TYP)
PARKING
IN REAR
12"
CUSTOM SIGN
RESERVED
PARKING
MAXIMUM
PENALTY
$250
GS 20-37.6
i
12"
SIGN R7-8E
PAVEMENT (TYP)
"ENTRANCE ONLY SIGN
w
0
—EPr —
R/W
CUSTOM SIGN
R-1
VAN ACCESSIBLE
SIGN (AS REQUIRED)
NGS Station Boucher
North = 359,642.27 sFT
East = 2,614 407.41 sFT
Latitude = 34° 43' 14.82811" (N)
Longitude = 076° 57' 18.60369" (W)
PAINTED 6" NOMINAL DIA.
EXTRA STRONG STEEL PIPE
(MIN. WALL THICKNESS 0.432 IN.)
FILLED WICONCRETE (3000 PSI)
ry73"44' 347E 6306,68
(Grid Distance)
INC HIGHWAY #24 - PUBLIC 100' R/W
PAINTED 2" x 2" STEEL
TUBE. EXTEND INTO
CONCRETE FILLED PIPE 2'-0"
_'nwrvGLE EP
0.5'
- NG— --1
8" PORTLAND CEMENT
CONCRETE (4,000 PSI)
s•
�000000nnnnnnnno00oa000c
000000(4" NCDOT ABC 00000000
SUBGRADE
CONCRETE SECTION FOR DRIVES
(TYP) N.T.S.
6" PORTLAND CEMENT
CONCRETE (4,000 PSI)
nP. x
Ol
North = 3f
East = 2,6:
SITE DATA
GENERAL
TRACT AREA:
3.02 AC
DEED BOOK: 447 PAGE: 196
CARTERET COUNTY PIN:
631604194
CARTERET COUNTY PRID:
13027DO133
CURRENT ZONING:
B-1
CURRENT USE: FIRE / RESCUE STATION
PROPOSED BUILDING AREA
PROPOSED BUILDING AREA:
4,800 SO FT
PARKING
EXISTING PARKING:
10 SPACES
PROVIDED PARKING:
39 SPACES
(INCLUDES 2 ACCESSIBLE SPACES)
BUA AREAS (TOTAL SITE)
EXISTING BUA (PRIOR TO 1988)
BUILDING:
1,938 SF
ASPHALT DRIVEWAY:
4,420 SF
SIDEWALK:
466 SF
GRAVEL PARKING:
993 SF
TOTAL:
7,817 SF
EXISTING BUA (PRIOR TO 1988) TO REMAIN
7,817 SF
EXISTING BUA (AFTER TO 1988)
BUILDING:
4,271 SF
ASPHALT DRIVEWAY:
4,806 SF
SIDEWALK:
1,493 SF
GRAVEL PARKING:
8,194 SF
TOTAL:
18,764 SF
EXISTING BUA (AFTER 1988) TO REMAIN
5,900 SF
NEW BUA
BUILDING:
6,193 SF
CONCRETE DRIVEWAY:
17,696 SF
SIDEWALK:
1,027 SF
GRAVEL PARKING:
8,991 SF
TOTAL:
33,907SF
FLOODPLAIN
FLOOD INFO.:
-ZONEX
- FLOODWAY: NO
- FIRM MAP: 3720630600J, EFFECTIVE DATE: JULY
2, 2004
WATERSHED BASIN
- WHITE OAK BASIN
- NEAR SA WATERS/COASTAL SW RULES APPLY
GENERAL NOTES
1. ALL CONSTRUCTION SHALL BE DONE IN ACCORDANCE WITH ALL CARTERET COUNTY,
NCDENR AND NCDOT STANDARDS AND SPECIFICATIONS.
2. VERIFY ALL SETBACKS WITH LOCAL CODES.
3. ALL DIMENSIONS ARE TO EDGE OF PAVEMENT AND FACE OF BUILDING WALL,
UNLESS OTHERWISE NOTED.
4. ALL PERMITS RELATING TO THIS PROJECT MUST BE OBTAINED PRIOR TO
CONSTRUCTION.
5. ALL WHEELCHAIR RAMPS AND HANDICAP PARKING SIGNS SHALL MEET THE
CURRENT ADA REQUIREMENTS.
6. CONTRACTOR SHALL PREPARE / COMPACT SUBGRADE PER GEOTECHNICAL
RECOMMENDATIONS PREPARED BY TERRACON CONSULTANTS, INC. AND DATED
JUNE 30, 2011.
7. SEE PLUMBING PLANS FOR WATER AND SEWER CONNECTIONS TO THE EXISTING
BUILDING.
8. ALL RADII TO BE 3' UNLESS OTHERWISE SPECIFIED.
N
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THIS SIGN MAY BE USED IN r
PLACE OF SIGNS R7-SIR7-8D 000Q0 (4" NCDOT ABC VUVVVVVV z
ooaaat_,�UVVUUUaa 00000aw
FINISHED GRADE
VAN COMPACTE z 0
ACCESSIBLE FINISH GRADE @ v SUBGRADE Lj w U
CONDITION 1: PEDESTRIAN PATH DOES NOT 2i Z
GENERAL NOTES: PASS UNDER OR AROUND SIGN. -c °, CONCRETE SECTION FOR _) w
CONDITION 2: PEDESTRIAN PATH GOES BY, __!p U U
1. REGARDLESS OF AGE, ALL ACCESSIBLE UNDER, OR AROUND SIGN. q,. _ o _ w w
HANDICAP PARKING
N.T.S.
12 SPACES SHALL BE IDENTIFIED BY ABOVE- :,a y,. it o
VAN ACCESSIBLE SIGN GROUND SIGNS ONLY. (SEE N.C.G.S.) U m
w
SIGN APPROVED FOR USE 2• NEW SPACES SHALL NOT USE GROUND- ° ::a, v w
UNDER GENERAL STATUTE 20-37.6 PAINTED SYMBOLS. c p
STANDARD COLORS (ALL SIGNS): #66ARS EACH WAY THRU PIPE
Z cc
3. ACCESSIBLE SPACES ARE REQUIRED TO a ,.- 6" NCDOT ABC FILTER FABRIC
BACKGROUND -WHITE N
BE STRIPED OFF ONLY; BLUE COLORING IS LETTERING/BORDER - GREEN
z
NOT NECESSARY NOR REQUIRED. ARROW -GREEN - - Z
OOoo0 a0000000a000 000 --F• o
4. STRIPING IS WHITE ON DARK PAVEMENT; FIGURE -WHITE ON BLUE FIELD -,._
CORNERRADIUS-1112"(TYPICAL) CLASSWCONC —12" 000000 Oa0000000000 00 _ -_` DRAWING
BLACK ON LIGHT PAVEMENT. (N.C.D.O.T.) (3000 PSI) SQ. SQZOQOOOOOOOOOO000,00 00 ` ` `-
COMPACTS� y_ SHEET
D— i
SUBGRADE GRAPHIC SCALE C-2
HANDICAP SIGN DETAILS POLE DETAIL GRAVEL SECTION FOR PARKING S0 0 30 30 60 120
N.T.S.
NTS NTS
PROJECT NUMBER
(1v FFFT) 172-11
1 inch = 30 ft.

CONSTRUCTION SEQUENCE
INVERT 25.2'
INVERT 25.1'
15" RCP
A.
R/W _- -
� I
T
c
F
om
N
1 ( ry
tim
o -{
0
N79°49'04"E 231,29' N79-27'23"E 109.86' 1 N79°44'51"E 109.89' _ N79 34'10"E 137.19'
---- - Fen Encroachment_
\ O _.. '
, 28.8-. -.- LIMITS OF
u:
DISTURBANCE fn 30' SETBACK _ -
i 30 SETBACKi'ru
-
- ! / o •- FRAME 1` 1 m ,...
LIMITS OF .' 2� I ti f� - BUILDING
DISTURBANCE / - - .-.-.-.-.-.-.- m
V ! / 27.5
� 1 � I a�_ ors
METALSTORAGE"\
A,0 / A.�d CONTAINER
r
28 -
��� I i
�--- - - -' AB�VEG OUND,PRO" \t
TANK
P�E FRAME \
/ `, �,r p .,•. ,..;y4 BUILDING
,
r
t
EX, CONCRETE
VA
.__._,,.` C
,
CTRIC _ ELE T N
N
:
t
4)
I I METER
m
TEMPORARY O EXI5TING EX.2-STORY
\ o
SILT FENCE 'L .
1-STORY CONCRETE I - STORY R CONCRETE T FRAME EX. S O Y ON E E I o
J
TYP
0
BLOCK FIRE TRUCK BAY BUI Z C A U A C BAY
} LD NG BLO K MB L N E
l
)
BUILT AFTER TO 1988
I FFE-28.1' BVILT PRIOR TO 1988 z \
}t ( < .,, �' BUILT AFTER
TO 1988
TEMPORARYI
11 , -DIVERSION Yp - \ _ 1.5' EP
✓�^ \ ", - '•'-` "'' ,EX:. CONCR,ETcr 28 --- North = 3f
� BERM I DITCH ��<. � - \- -"' i .m��\/
-.27 - - -7 TEMPORARY a X J East = 2,6:.
It N •djo 2>S \ INLET PROTECTION --
�,,,,/'� X➢/ -
r.,
vc / -
­27.
i<-G-<-< < zd�®! --�q
.
7.0 40' SETBACKSETS
SIGN sIG N
TEMPRAWV
/ SEDIMESILT FENCE SIN TEMPORARY 9Ir
-"
u
U
f, ROCK 23.0 (TYP) FLAG ( ti ? .I INVERT 265
< Z CHECK DAM / �. 24.0 LE
iii
25.0 p m
t
27.
260
26 - -_ ___ .� �- - '. ,.. ,_..533°38'4--4fl0(J0. f6 s� d 9. r' 1
-- . / ,.5-.,...-. _ 579.38.48"J 254 -tt, --:i .-- -- - EP
RCP
26 - - - --.--
...26
- - -- -- - - =- ' - ®mrifm-omm m � �-.a-�-® - - n a�z._..:: k. ..: .. I _- �.- __.. INV
;..a
INVERT 25.2 ._...._. ...-. - ... _ . ,.. ___ __. ....._ T. ...._. _. _. _. _. ._- -- ---- 28
EP- -- --- �' - --- --
G
INVERT 24.8' INVERT 251' INVERT 25.1' C-
�
�-. INVERT 25.7' CD INVERT 24.8'
PIPE INLET _
?8 _ _ -- -- -- J PROTECTION
_ -- -" - TEMPORARY LIMITS OF /// 44'34"E 6306.68 /
CONSTRUCTION (� DISTURBANCE I N73°
(Grid Distance)
ENTRANCE (TYP)
NC HIGHWAY #24 PUBLIC 100' R/W
i
\� J NG5 Station Boucher
North - 359.64227 sFT \
- R/ W East = 2,614,407 41 sFT
Latitude = 34' 43` 14.82811" (N) -
i� Longitude= 076' 57' 18.60369" (W)
NOTES:
1. PUT SILT FENCE OR TREE PROTECTION FENCE UP
TO ENSURE CONSTRUCTION ENTRANCE IS USED.
2. IF CONSTRUCTION ON THE SITES ARE SUCH THAT
THE MUD IS NOT REMOVED BY THE VEHICLE TRAVELING
OVER THE STONE, THEN THE TIRES OF THE
VEHICLE MUST BE WASHED BEFORE ENTERING THE
PUBLIC ROAD.
3. IF A PROJECT CONTINUES TO PULL MUD AND DEBRIS
ON TO THE PUBLIC ROAD, THE GOVERNING AUTHORITY
WILL CLEAN THE AREA AND INVOICE THE FINANCIALLY
RESPONSIBLE PERSON AS INDICATED ON THE FINANCIAL
RESPONSIBILITY FORM.
50' MIN.
BUT SUFFICIENT TO KEEP
SEDIMENT ON SITE
no,�oc,oc c0000 o ac>0:1ooC
O' CEO Q ODO nO COG-JG t.P O
"o � o.v appopcav co 0 o"�p �7
OpppO
Z } o a' 2" - 3" STONE TO BE USED
N o o ( SURGE STONE OR
w ao o �� RAILROAD BALAST )
D' pOo 0
OOODp4 p0O
OOO Od}J�jOOt_JpOOpnGbOOG
00 ix0 a O l,', o oOP � � O O OOpc
y
6" IN.
PLAN
25' OR FULL WIDTH
OF PROPOSED STREET
OR ENTRANCE,
WHICHEVER IS
GREATER.
NEW CONSTRUCTION
35' MIN.- 15' MIN.-j�, ►i
O O O MIN.
or o u O O O O O 0400 :J O I
00 �y 0 0 0 0 O OO
CJ O O C O. CJ CYJ
OOp OOpp n4�p JG iJ�4r''"'''p G' OO OO 00 Op Odd 0 +
out � p I,I
FABRIC UNDER STONE jl--
CROSS SECTION
TEMPORARY CONSTRUCTION
ENTRANCE DETAIL NTS
ANENT SEEDING SCHEDULE
DATE SYPE PLANTING RATE
AUG 15- NOV 1 TALL FESCUE 300 LBS/ACRE
NOV 1- MAR 1 TALL FESCUE AND ABRUZZI RYE 300 LBS/ACRE
MAR 1- APR 15 TALL FESCUE 300 LBS/ACRE
APR 15- JUNE 30 HULLED COMMON BERMUDAGRASS 25 LBS/ACRE
FERTILIZATION SCHEDULE
FERTILIZER - 16-4-0 AT 20 LBS/1000 SF
LIME - DOLOMITE AT 90 LBS/1000 SF
SUPERPHOSPHATE - 0-20-0 AT 12 LBS/1000 SF
SEEDBED PREPARATION
1. CHISEL COMPACTED AREAS AND SPREAD TOPSOIL 3 INCHES DEEP OVER ADVERSE SOIL
CONDITIONS, IF AVAILABLE.
2. RIP THE ENTIRE AREA TO 6 INCHES DEPTH.
3. REMOVE ALL LOOSE ROCK, ROOTS, AND OTHER OBSTRUCTIONS LEAVING SURFACE
REASONABLY SMOOTH AND UNIFORM.
4. APPLY AGRICULTURAL LIME, FERTILIZER, AND SUPERPHOSPHATE UNIFORMLY AND MIX WITH
SOIL (SEE BELOW *).
5. CONTINUE TILLAGE UNTIL A WELL -PULVERIZED, FIRM, REASONABLY UNIFORM SEEDBED IS
PREPARED 4 TO 6 INCHES DEEP.
6. SEED ON A FRESHLY PREPARED SEEDBED AND COVER SEED LIGHTLY WITH SEEDING
EQUIPMENT OR CULTIPACK AFTER SEEDING.
7. MULCH IMMEDIATELY AFTER SEEDING AND ANCHOR MULCH.
8. INSPECT ALL SEEDED AREAS AND MAKE NECESSARY REPAIRS OR RESEEDINGS WITHIN THE
PLANTING SEASON, IF POSSIBLE. IF STAND SHOULD BE OVER 60% DAMAGED, REESTABLISH
FOLLOWING ORIGINAL LIME, FERTILIZER AND SEEDING RATES.
9. CONSULT EFS ENVIRONMENTAL ENGINEER ON MAINTENANCE TREATMENT AND FERTILIZATION
AFTER PERMANENT COVER IS ESTABLISHED.
* APPLY: AGRICULTURAL LIMESTONE - 2 TONS/ACRE (3TONS/ACRE IN CLAY SOILS)
FERTILIZER - 1,000 LBS/ACRE - 10-10-10
SUPERPHOSPHATE - 500 LBS/ACRE - 20% ANALYSIS
MULCH - 2 TONS/ACRE - SMALL GRAIN STRAW
ANCHOR - ASPHALT EMULSION 0 300 GALS/ACRE
SEEDING SCHEDULE
SHOULDERS, ID DITCHES,
OP (MAX ,1)
DATE rEE
PLANTING RATE
AUG 15 - NOV i TALL FESCUE
300 LBS/ACRE
NOV 1 - MAR 1 TALL FESCUE & ABRUZZI RYE
300 LBS/ACRE
MAR1 - APR 15 TALL FESCUE
300 LBS/ACRE
APR 15 JUN HULLED COMMON BERMUDAGRASS
25 LBS/ACRE
30
JUL 1 - AUG 15 TALL FESCUE AND
125 LBS/ACRE
+*+ BROWNTOP MILLET OR
35 LBS/ACRE
**+ SORGHUM -SUDAN HYBRIDS
30 LBS/ACRE
SLOPES (3:1 TO 2:11
MAR 1 - JUN 1 TALL FESCUE
100 LBS/ACRE
JUN 1 - SEPT I TALL FESCUE AND
120 LBS/ACRE
+++ BROWNTOP MULLET OR
35 LBS/ACRE
*++ SORGHUM -SUDAN HYBRIDS
30 LBS/ACRE
SEPT 1 - MAR 1 TALL FESCUE
100 LBS/ACRE
(NOV 1 - MAR 1) AND ABRUZZI RYE
25 LBS/ACRE
NOTE: SERICEA LESPEDEZA AND WEEPING LOVE GRASS ARE
NOT PERMITTED
ON DAM EMBANKMENTS.
CONSULT CONSERVATION ENGINEER OR NATURAL RESOURCES CONSERVATION SERVICE
FOR ADDITIONAL INFORMATION CONCERNING OTHER ALTERNATIVES FOR VEGETATION OF
DENUDED AREAS. THE ABOVE VEGETATION RATES ARE THOSE WHICH
DO WELL UNDER
LOCAL CONDITIONS; OTHER SEEDING RATE COMBINATIONS ARE POSSIBLE.
'*'TEMPORARY - RESEED ACCORDING TO OPTIMUM SEASON FOR DESIRED PERMANANT
VEGETATION. DO NOT ALLOW TEMPORARY COVER TO GROW OVER
12" IN HEIGHT
BEFORE MOWING, OTHERWISE FESCUE MAY BE SHADED OUT.
M44-111 [e►idlii][4111111l1111
LEGEND
111111111111011 ®
LIMITS OF DISTURBANCE
SF
TEMPORARY SILT FENCE
TEMPORARY
CONSTRUCTION ENTRANCE j
ROCK CHECK DAM
0
INLET PROTECTION
>>
TEMPORARY DIVERSION DITCH
WETLAND NOTE:
THERE ARE NO WETLANDS
LOCATED ON THIS SITE.
1. CONTRACTOR SHALL SCHEDULE A PRE -CONSTRUCTION MEETING, PRIOR TO BEGINNING WORK, WITH THE OWNER'S
REPRESENTATIVE, ENGINEER, AND NCDENR-DIVISION OF LAND QUALITY.
2. OBTAIN LAND DISTURBING PERMIT FROM NCDENR-DLQ.
3. CONTRACTOR SHALL VERIFY LOCATION AND DEPTH OF ALL EXISTING UTILITIES PRIOR TO CONSTRUCTION TO AVOID
CONFLICT DURING INSTALLATION OF WATER LINES, SEWER LINES, EROSION CONTROL MEASURES, AND STORM
DRAINAGE. CONTRACTOR SHALL CALL 1-800-632-4949 N.C. "ONE CALL" PRIOR TO DIGGING TO LOCATE ALL EXISTING
UNDERGROUND UTILITIES ON SITE.
4. CONTRACTOR IS RESPONSIBLE FOR ANY OFF -SITE WASTE AREAS ASSOCIATED WITH THE CONSTRUCTION OF THE
SITE AS REQUIRED BY NCDENR-DLQ.
5. INSTALL TEMPORARY CONSTRUCTION ENTRANCE, ROCK CHECK DAM, TEMPORARY DIVERSION DITCH, SILT FENCE
AND SEDIMENT TRAP AS SHOWN ON THE APPROVED PLAN. CLEAR ONLY AS NECESSARY TO INSTALL THESE
DEVICES.
6. SEED IMMEDIATELY AFTER CONSTRUCTION OF THE TEMPORARY DIVERSION DITCH AND SEDIMENT TRAP BERM.
MAINTAIN THESE DEVICES UNTIL PERMANENT VEGETATION IS WELL ESTABLISHED.
7. CONTRACTOR SHALL CALL NCDENR-DLQ FOR ONSITE INSPECTION BY THE ENVIRONMENTAL INSPECTOR AND
OBTAIN A CERTIFICATE OF COMPLIANCE PRIOR TO COMMENCEMENT OF GRADING OPERATION
8. BEGIN CLEARING, GRUBBING, ROUGH GRADING AND DEMOLITION OF SITE ONCE CERTIFICATE OF COMPLIANCE HAS
BEEN OBTAINED. MAINTAIN DEVICES AS NEEDED. SEE SHEET C-1.0 FOR DEMOLITION.
9. BEGIN INSTALLATION OF STORM DRAINAGE STRUCTURES AND INSTALL BLOCK AND GRAVEL INLET PROTECTION AS
SHOWN ON PLANS.
10. BEGIN FINE GRADING OF SITE AND INFILTRATION BASIN #2 AS SHOWN ON SHEET C-4.0. MAINTAIN POSITIVE
DRAINAGE IN TEMPORARY DIVERSION DITCH AS GRADING CONTINUES.
11. BEGIN CONSTRUCTION OF BUILDING PAD. CONTRACTOR MAY BEGIN UTILITY CONNECTIONS AT THIS POINT.
12. DRIVEWAY ENTRANCES OFF OF NO HWY 24 SHALL BE CONSTRUCTED AFTER NCDOT DRIVEWAY PERMIT HAS BEEN
OBTAINED.
13. STABILIZE SITE AS AREAS ARE BROUGHT UP TO FINISH GRADE WITH VEGETATION AND PAVING. ESTABLISH GROUND
COVER ON DENUDED AREAS WITHIN TWENTY-ONE (21) DAYS OF COMPLETION OF ANY PHASE OF GRADING.
14. IF IT IS DETERMINED DURING CONSTRUCTION THAT SIGNIFICANT SEDIMENT IS LEAVING THE SITE, DESPITE PROPER
IMPLEMENTATION AND MAINTENANCE, THE CONTRACTOR IS OBLIGATED TO TAKE ADDITIONAL CORRECTIVE ACTION.
15. THE CONTRACTOR SHALL INSPECT AND MAINTAIN THE EROSION CONTROL DEVICES SO THEY CONTINUE TO
FUNCTION PROPERLY. ACCUMULATED SEDIMENT IN TRAP MUST BE REMOVED WHEN IT REACHES ONE-HALF THE
DESIGN DEPTH OF THE TRAP. SILT FENCING SHALL BE INSPECTED AND CLEANED OF SEDIMENT AFTER EACH
RAINFALL. THE CONTRACTOR IS ALSO RESPONSIBLE FOR INSPECTING AND MAINTAINING THESE DEVICES.
16. COMPLETE FINAL GRADING OF THE PARKING AREA AND STABILIZED WITH STONE ANWOR CONCRETE.
17. COMPLETE FINAL GRADING OF ALL SLOPES, LANDSCAPE AREAS, SWALES AND PERMANENTLY VEGETATE.
18. WHEN CONSTRUCTION IS COMPLETE AND ALL AREAS ARE STABILIZED COMPLETELY, CALL NCDENR-DLQ FOR AN
INSPECTION,
19. IF SITE IS APPROVED, REMOVE TEMPORARY DIVERSION, SILT FENCE AND SEDIMENT TRAP AND GRADE INFILTRATION
BASIN #1 AS SHOWN ON SHEET C-4 0. ALL REMAINING PERMANENT EROSION CONTROL DEVICES, SUCH AS VELOCITY
DISSIPATERS, SHOULD NOW BE INSTALLED.
20. OBTAIN A CERTIFICATE OF COMPLETION.
GENERALNOTES
1. ALL CONSTRUCTION IS TO BE PERFORMED IN ACCORDANCE WITH CURRENT CARTERET COUNTY, NCDENR, AND
NCDOT STANDARDS AND SPECIFICATIONS.
2. ALL PERMITS RELATING TO THIS PROJECT MUST BE OBTAINED PRIOR TO CONSTRUCTION.
3. PROTECTION OF EXISTING VEGETATION: AT THE START OF GRADING INVOLVING THE LOWERING OF EXISTING GRADE
AROUND A TREE OR TRIPPING OF TOPSOIL, A CLEAN, SHARP VERTICAL CUT SHALL BE MADE ATTHE EDGE OF THE
TREE SAVE AREA AT THE SAME TIME AS OTHER EROSION CONTROL MEASURES ARE INSTALLED. THE TREE
PROTECTION FENCING SHALL BE INSTALLED ON THE SIDE OF THE CUT FARTHEST AWAY FROM THE TREE TRUNK AND
SHALL REMAIN IN PLACE UNTIL ALL CONSTRUCTION IN THE VICINITY OF THE TREE IS COMPLETE. NO STORAGE OF
MATERIALS, FILL, OR EQUIPMENT AND NO TRESPASSING SHALL BE ALLOWED WITHIN THE BOUNDARY OF THE
PROTECTED AREA.
RIVER BASIN: WHITE OAK
GRADING NOTES
1. INITIATE CONTRUCTION SEQUENCE BEFORE BEGINING CLEARING AND GRADING ON -SITE OPERATIONS.
2. STRIP TOPSOIL TO FULL DEPTH IN AREAS TO BE GRADED. STOCKPILE TOPSOIL FOR AREAS TO BE SEEDED.
3. AREAS TO BE GRADED SHALL BE CLEARED OF ALL EXISTING VEGETATION. CONTRACTOR TO PROTECT VEGETATION
LOCATED BEYOND GRADING LIMITS.
4. COMPACT ALL FILL AREAS PER GEOTECHNICAL REPORT PREPARED BY TERRACON CONSULTANTS, INC. AND DATED
JUNE 30, 2011.
5. OPERATOR SHALL FIELD VERIFY EXISTNG TOPOGRAPHY IN RELATION TO THE PROPOSED GRADES TO ENSURE
DRAINAGE IN THE DIRECTION INDICATED ON PLANS.
6. CONTRACTOR SHALL BE FINANCIALLY RESPONSIBLE FOR DISPOSAL OF ALL WASTE MATERIALS OFF SITE. THIS
RESPONSIBILITY SHALL INCLUDE ALL REQUIRED APPROVALS AND CONDITIONS DICTATED BY LOCAL OR STATE
EROSION CONTROL AUTHORITIES.
TOTAL DISTURBED AREA = 1.53 AC.
EROSION CONTROL NOTES
1. LAND DISTURBING PERMIT WILL BE REQUIRED FOR THIS SITE.
2. SUFFICIENT EROSION CONTROL PRACTICES MUST BE INSTALLED AND MAINTAINED TO RETAIN SEDIMENT WITHIN
THE BOUNDARIES OF THE SITE. ALL DISTURBED AREAS SHALL BE NONEROSIVE AND STABLE WITHIN TWENTY-ONE
(21) CALENDER DAYS OF COMPLETION OF ACTIVITY.
3. MAINTENANCE: ALL EROSION AND SEDIMENT CONTROL PRACTICES TO BE INSPECTED WEEKLY AND AFTER EVERY
RUNOFF PRODUCING RAINFALL EVENT. IF NEEDED, REPAIRS SHALL BE MADE IMMEDIATELY.
4. MAXIMUM GRADED SLOPE SHALL NOT EXCEED 3:1, UNLESS OTHERWISE NOTED.
5. SEE SHEET D-1.0 FOR EROSION CONTROL DETAILS.
BEFORE YOU DIG I
CALL TOLL FREE
1-800-632-4949
IORTH CAROLINA
ONE CALL
GRAPHIC SCALE
30 60
( 1N FEET )
1 lneh = 30 ft.
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DRAWING
SHEET
C-3
PROJECT NUMBER
172-11

I
i
I I I
T
C
o c
a T
v�
I
-,
29 ..-20'SToRMWA�ER
ACCESS EASEMENT-_ __-_ _.... _ ... _ _ __ Z8
-' - - -' - - -� 0.46AC I
�7'B 30' SETBACK
0 SET BACK / -%+o -. - - _._.---
� 1'""- ,�--- FRAME fr-. -'- �, _____ A -I
DA-1 - - -' -' - - -' - - - 2Q I ems" BUILDING STORMWATER �u
i _
1.38 AC / 27.g 28 E EASEMENT
r _ ,,/y 20' STORMWATER _,- - .. � _r \ �,7f 0-)
26.6 „ 27.3 I 28" ACCESS EASEMENT
I METAL STORAGE r
-, ., • .: .,. _.. 27.6 j _ CONTAINER
50' �',
��. / .. ., 27.3 28.0 �i . - . - . -. ._. --.� 7-')-.5 - . 27 -..._ ,
26
-... <•--_�. .._ _- r. �' o_ ==TRA (27.90 2 �� j 1 7.25 r '' 8.0XABSi7VE GROUND r '
/ 4 27 S5;� r'ROPANE TANK
\ ; " FRAME
o/` BUILDING �\
i
-
`- 'EX, CONCRETE
/ AC
VAC
I - V' `
p °
p ELECTRIC
1 _ I METER
1
EXISTING
2-STORY j
} . 1-STORY
E EX FR ME EX. 1-STOPY BLOCKAMBULONCEETE
O. I
BLOCK F Y } J
m BUILT AFTER TO 1988 B G BAY (� /
w FFE-28.1' BUILT PRIOR TO 1988
27. ...: 26. O 26.0 BUILT
AFTER v
.. - • 27.85 27.85 f......_...._.__....._....:.._.....,.,a,,,,.,.-.,,,,. ,..uw...,...�,W,.,�...,..-_n....•.•,,._2�; f
27.8
CONCRETE - 28 im EP North = 3f
27 - - DROP INLET `� East = 2,6i
'SEAM 26.5
QSERIIM9�NT - .2`\ O�P X CONNECT ROOF DRAINTLEADER T04" HOPE
W.mNVAN 24.9 • Zp -AV727.75
X '-
/
V
PT 27.45 27.4 \ _ .�.?_7.25� ,� -w-earl \
SIGN : 40' SETB� I 9� INFILTRATION - - - 27.p X a?'�� "� 40' SETBACK
�2 BASIN # 6• WV i t SIGN, _ .__ _. U
FOREBA.Y �. '-- X U
INVERT 25.2'- STORMWATER I \ �' I�: 27.25 € -
ACCESS EASEMENT/ r INV_ 24.0 ✓ """ "hl'4`LF @ 0.70% I f FLAG 1 r r -s
t
`I r ! /T7 26.76 V. 26. 27= P1/1LEV �' INVERT 26-5'
INVERT 25.1' _� ,� -` - __ _.. _✓ I • I /� Y`J -
T _ _ _._ ..
\ \
\. _. 15 RCP. x .-. _._ --- --26 v -- -- - 27 8 i ... ,;.. _._. .., ---53 27.85 - *pP85 --'47.85 - - 2T 5� -,„-I - - CP EP
:mow -- - - _ -- _ _.
-.:w.....,„ \ _-. -� _ _.. - ---. -r -� •.�, aw:-e�:,: �no:ae - _ 2b - - 15" RCP (CLASS LV� ®26 -_ _ - = 26 1
a-=--"'o-L -. _ _ RCP --- 26 - -'-- _ ,°.rn - _
RiW' ----. - " 77 - , �-- _ -.-- _ ` -_- .. _. _-_ _.�- N�- �,---- _ _ ___ _. ___._._ - r-.. = _..__ --98=LF-Q;83.% - - _ - �'' ... 1 __ 26 _z _
-._.-. - _....... -_._. ._-. _._ -_, N_.,., =W -- NG-.-1. .-N5'-21_. _...12
�T _- _ -- - -- - __-`
28
T'!'S` ___INV 25 70 . ___,__, ,- �? __. ._` _ '.. A v .r F, _ - 28
INVERT 25.2' -_ _X ----•- -__ -
INV
EP - -.-- (� 27.65 t EMERGENCY-- -.- 72 65 *_ - --1 -- / -__ INVERT 25.1' - � _ .. - G
�- SPILLWAY INVERT 24.8' ? INVERT 25.1'
INVERT 25.7' Q INVERT 24.8'
I
-28 _ - - _. - - -- J CONTRACTOR TO FIELD VERIFY
44'4 3"E 6306.68'
_ V � LOCATION OF NATURAL GAS N73° I
LINE AND NOTIFY ENGINEER OF (Grid Ulstance) /
-� - - - - ANY CONFLICTS WITH
(�-- - - - - -- - - - J PROPOSED 15" RCP
27�- A NC HIGHWAY #24 PUBLIC 100' R/W /
/ I
EP
NGS Station Boucher
V North = 359,642.27 sFT
R7W / East = 2,614 407,41 sFT
��\."� Latitude = 34° 43' 14.82811" (N)
Longitude = 076° 57' 18.60369" (W)
TOP OF BASIN
TOP OF BASIN ELEV. 26.5
F40 ELEV. 26.5 3' WIDE FLOW
k 10-YR STORM ELEV. 26.18 FOREBAY BERM
100-YR STORM ELEV. 26.43 ELEV. = 25.5
- - - - - - - - -
u' FOREBAY INFILTRATION FOREBAY
.'
- _ - _1-YR STORM ELEV_25.04 _ ^ w BASIN-1
BOTTOM ELEV. = 24.5
NOTE: EMERGENCY SPILLWAY AT ELEVATION 26.0
BOTTOM ELEV. = 24.0
L_ 1' OF WASHED SAND BOTTOM
V MIN. UNDISTURBED IN -SITU SOIL ELEV. = 24.0
SHWT _
INFILTRATION BASIN #1 SECTION
NTS
TOP OF BASIN
ELEV. = 27.0
F`Ow
Z_
N
INFILTRATION
BASIN-2
BOTTOM ELEV. = 25.0
EXISTING GRADE
I FL.W
10-YR STORM ELEV. 26.09
- - - - 1-YR STORM ELEV. 25.06
1' MIN. UNDISTURBED IN -SITU SOIL
- - -� -
SHWT 21.0
INFILTRATION BASIN #2 SECTION
NTS
GENERAL NOTES
1. ALL CONSTRUCTION IS TO BE PERFORMED IN ACCORDANCE WITH CURRENT CARTERET COUNTY, NCDENR, AND
NCDOT STANDARDS AND SPECIFICATIONS.
2. ALL PERMITS RELATING TO THIS PROJECT MUST BE OBTAINED PRIOR TO CONSTRUCTION.
3. PROTECTION OF EXISTING VEGETATION: AT THE START OF GRADING INVOLVING THE LOWERING OF EXISTING GRADE
AROUND A TREE OR TRIPPING OF TOPSOIL, A CLEAN, SHARP VERTICAL CUT SHALL BE MADE AT THE EDGE OF THE
TREE SAVE AREA AT THE SAME TIME AS OTHER EROSION CONTROL MEASURES ARE INSTALLED, THE TREE
PROTECTION FENCING SHALL BE INSTALLED ON THE SIDE OF THE CUT FARTHEST AWAY FROM THE TREE TRUNK AND
SHALL REMAIN IN PLACE UNTIL ALL CONSTRUCTION IN THE VICINITY OF THE TREE IS COMPLETE. NO STORAGE OF
MATERIALS, FILL, OR EQUIPMENT AND NO TRESPASSING SHALL BE ALLOWED WITHIN THE BOUNDARY OF THE
PROTECTED AREA.
RIVER BASIN: WHITE OAK
GRADING NOTES
1. INITIATE CONTRUCTION SEQUENCE BEFORE BEGINING CLEARING AND GRADING ON -SITE OPERATIONS.
2. STRIP TOPSOIL TO FULL DEPTH IN AREAS TO BE GRADED. STOCKPILE TOPSOIL FOR AREAS TO BE SEEDED.
3. AREAS TO BE GRADED SHALL BE CLEARED OF ALL EXISTING VEGETATION. CONTRACTOR TO PROTECT VEGETATION
LOCATED BEYOND GRADING LIMITS,
4. COMPACT ALL FILL AREAS PER GEOTECHNICAL REPORT PREPARED BY TERRACON CONSULTANTS, INC. AND DATED
JUNE 30, 2011.
5. OPERATOR SHALL FIELD VERIFY EXISTNG TOPOGRAPHY IN RELATION TO THE PROPOSED GRADES TO ENSURE
DRAINAGE IN THE DIRECTION INDICATED ON PLANS.
6. CONTRACTOR SHALL BE FINANCIALLY RESPONSIBLE FOR DISPOSAL OF ALL WASTE MATERIALS OFF SITE. THIS
RESPONSIBILITY SHALL INCLUDE ALL REQUIRED APPROVALS AND CONDITIONS DICTATED BY LOCAL OR STATE
EROSION CONTROL AUTHORITIES.
TOTAL DISTURBED AREA = 1.53 AC.
WETLAND NOTE:
THERE ARE NO WETLANDS LOCATED ON THIS SITE.
BUA AREAS (DRAINAGE AREAS)
IMPERVIOUS SURFACE AREA
DRAINAGE AREA 1
DRAINAGE AREA 2
ON -SITE BUILDINGS / LOTS (SF):
5,468 SF
725 SF
ON -SITE STREETS (SF):
- T
ON -SITE PARKING (SF):
26,687 SF
ON SITE SIDEWALKS (SF)
1,027 SF
OTHER ON SITE (SF):
FUTURE (SF):
r==2,
EXISTING BUA (SF):
008 SF
3,292 SF
TOTAL (SF): 35,790 SF 4,017 SF
CLASS B RIP RAP, PLACED 24" DEEP
TOP OF SPILLWAY
SPILLWAY ELEV. =
SPILLWAY WIDTH = 25' \ I
INCLUDE SUBLAYER OF FILTER
FABRIC OR FS-2 FILTER STONE WITH
A BEDDING THICKNESS OF 6".
EMERGENCY SPILLWAY DETAIL
NTS
GRAPHIC SCALE
30 30 60
120
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DRAWING
SHEET
C-4
i
IN FEET )
1 inch - 30 ft-
PROJECT NUMBER
172-11

1
n
1.5' MIN. BEYOND BANK OF SLOPE
CLASS B
EROSION CONTROL
STONE \
?'7
24" MAX.
FILTER FABRICATICENTER
SECTION A -A 1
STONE SHALL BE PLACED OVER THE CHANNEL BANKS TO KEEP WATER
FROM CUTTING AROUND THE DAM.
ROCK CHECK DAM DETAIL
UPSTREAM END OF
STORM DRAIN
3/4" EXTERIOR PLYWOOD _ '-
BURY BOTTOM
OF PLYWOOD
O
om
TO
H ' Z
70000
D D_1T �Cn
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SHEET 1 OF 1
840.14
NTS
BLOCK
0 0
C7�0 G p Uo
80 °0�6 %
3-400
0
aa° °0 0
a
Oa�Gao"o"oopopll`�O�o
ob��P"t5$��Q;V�o��000a �$�
o��o
2:1 SLOPE, GRAVEL BERM
CONSTRUCTION SPECIFICATIONS
1. LAY ONE BLOCK ON EACH SIDE OF THE STRUCTURE
ON ITS SIDE IN THE BOTTOM ROW TO ALLOW POOL
DRAINAGE. THE FOUNDATION SHOULD BE EXCAVATED WIRE SCREEN
AT LEAST 2 INCHES BELOW THE CREST OF THE STORM TEMPORARY SEDIMENT
DRAIN. PLACE THE BOTTOM ROW OF BLOCKS AGAINST POOL
THE EDGE OF THE STORM DRAIN FOR LATERAL SUPPORT DEWATERING
AND TO AVOID WASHOUTS WHEN OVERFLOW OCCURS.
IF NEEDED, GIVE LATERAL SUPPORT TO SUBSEQUENT ...
ROWS BY PLACING 2 X 4 WOOD STUDS THROUGH 1' MIN. 16
BLOCK OPENINGS. 2 MAX. __ ❑ ❑
2. CAREFULLY FIT HARDWARE CLOTH OR COMPARABLE
WIRE MESH WITH 1/2-INCH OPENINGS OVER ALL n'-- in il!ii'--111 IIII a�
BLOCK OPENINGS TO HOLD GRAVEL IN PLACE.��mm I�l (III- IIII - °•'
SEDIMENT
3. USE CLEAN GRAVEL, 3/4- TO 1/2-INCH IN '°'-•°'
((;I L•'
DIAMETER, PLACED 2 INCHES BELOW THE TOP _g•e
OF THE BLOCK ON A 2:1 SLOPE OR FLATTER AND
SMOOTHIT TO AN EVEN GRADE. DOT #57 WASHED
STONE IS RECOMMENDED.
NOT TO BE USED FOR SEDIMENT STORAGE
BLOCK AND GRAVEL INLET
PROTECTION DETAIL
UPSTREAM END OF OVERFLOW
STORM DRAIN
113 PIPE
DIAMETER
e 4
3/4" EXTERIOR PLYWOOD
NOTE:
ALL PARTIALLY COMPLETED STORM DRAINS, UP TO
24" PIPE SIZE, SHALL BE PROTECTED ATTHE END
OF EACH DAY IN ACCORDANCE WITH THESE
DETAILS.
PLYWOOD PIPE INLET
PROTECTION DETAIL NTS
." WEEP HOLES
Y
PLAN
WITH GRATE & FRAME REMOVED
BRICK COPING(INCIDENTAL)
TOP ELEVATION --
v STD. 840.16 FRAME -
& GRATE
T
6„ A 6"
6"
noI
SEE NOTE DOWEL -SEE NOTE)
SECTION X-X
GENERAL NOTES:
USE CLASS "B" CONCRETE THROUGHOUT.
PROVIDE ALL DROP INLETS OVER T-6" IN DEPTH WITH STEPS 12"
ON CENTER. USE STEPS WHICH COMPLY WITH STD. DRAWING 840.66.
OPTIONAL CONSTRUCTION - MONOLITHIC POUR 2" KEYWAY OR #4 BAR DOWELS AT
12" CENTERS AS DIRECTED BY THE ENGINEER.
USE FORMS FOR THE CONSTRUCTION OF THE BOTTOM SLAB.
IF REINFORCED CONCRETE PIPE IS SET IN BOTTOM SLAB OF BOX ADD TO SLAB
AS SHOWN ON STD. NO. 840.00.
CONSTRUCT WITH PIPE CROWNS MATCHING.
INSTALL 2" WEEPHOLES AS DIRECTED BY THE ENGINEER.
INSTALL STONE DRAINS, OF A MINIMUM OF 1 CUBIC FOOT OF NO. 78M STONE IN A
POROUS FABRIC BAG OR WRAP, AT EACH WEEP HOLE OR AS DIRECTED BY THE ENGINEER.
CRAMFER ALL EXPOSED CORNERS 1".
DRAWING NOT TO SCALE.
v
.I
#4 BAR
B S•
N
/I x
i,
6"
DOWEL
MAX. PIPE THIS SIDE
SECTION Y-Y
DIMENSIONS AND QUANTITIES FOR DROP INLET(BASED ON MIN. HEIGHT, H)
DIMENSIONS OF BOX $PIPE
CUBIC YARDS
CONC. IN BOX
DEDUCTIONS FOR
ONE PIPE
PIPE
SPAN
WIDTH
MIN. HEIGHT
D
A
B
H
BOTTOM
SLAB
WLL PER
FT. HT.
CONCRETE
Fox NINI..
HEIGHT, H
C.M..
R.C.
12"
3'-G'
Cl'2'-
2'-0"
0. 222
0.222
0.592
0.015
0.026
15"
2'-3"
1
0.648
0.023
0.036
16"
2'-6"
0.703
0.033
0.049
24"
3'-0"
x
I 0.81E
0.059
0.085
30"
3'-0°
2'-0"
3'-6"
0.222
0.222
! 0.925
0.092
1 0.127
DROP INLET DETAIL
Z
O O
F }
Hp~C00
LLJ0
000OL
2
W QQU_=
Q0DI0C I
F
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p000Q
cc
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cs J
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QC p .
0 .
a W =
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u) T
H
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Z
W
'SHEET 1 OF 1
840.1E
NTS
MIN. 10 GA
LINE WIRES
7
A' MAX_
II IIII■■■■■�■■■■■■IIIII
IIIII
I■■■■■■■■r
IIIII
Million
N���III
FOR REPAIR OF SILT FENCE FAILURES,
USE No. 57 WASHED STONE. FOR
ANCHOR WHEN SILT FENCE IS
PROTECTING CATCH BASIN. IN EACH
CASE THE SILT FENCE IS TO BE
`ol
PROPERLY ENTRENCHED & THE STONE
o
SHALL BE AT A MINIMUM OF 16" ABOVE
0
GRADE AT THE DIRECTION OF FLOW & '�
GG
i
BETWEEN 60 - 45 DEGREES.
n
IIII
NOTES:
o
- END OF SILT FENCE SHOULD BE TURNED UPHILL
il�
- SEE N.C. STATE DENR PRACTICE STANDARDS & SPECIFICATIONS
(III
IIIII
TIOWH
SEDIMENT FENCE SET FOR CONDITIONS ERE PRACTICE APPLIES;
II{II'IIiII
PLANNING CONSIDERATIONS & DESIGN CRITERIA. (HOWEVER FLOW
_
SHALL NOT RUN PARRALLEL WITH THE TOE OF THE FENCE).
MIN. 12-1/2 GA.
INTERMEDIATE
MRES
GRADE
III{ =1
STEEL POST
WOVEN WIRE FABRIC IS ALWAYS REQUIRED
/ SILT FENCE GEOTEXTILE FABRIC
FILL SLOPE
•:� GRADE
\ 6" MIN. COVER*
OVER SKIRT
�ANCOR SKIRT AS
DIRECTED BY ENGINEER.
SIDE VIEW
TEMPORARY SILT FENCE DETAIL
NOTES:
1. L - THE LENGTH OF THE RIPRAP APRON.
2. d = 1.5 TIMES THE MAXIMUM STONE DIAMETER BUT NOT
LESS THAN 6" (inches).
FILTER BLANKET OR FILTER
3. AF RABRIC SHOULD BEF
INSTALLED BETWEEN THE RIPRAP AND SOIL FOUNDATION.
A
A
W1 PIPE W2
(3xD) D (L+D)
q%a
PLAN VIEW
SECTION 'A -A'
FABRIC
OUTLET
(�)
�)
ft)
ft)
d
RIP RAP
�I)0
FES-1
8
3.0
2.0
3.0
12"
CLASS A
3.0
NCDOT STD. 840.14 NTS
OUTLET PROTECTION DETAIL
NTS
NITS
2' MIN
COMPACTED
STEEP CUT OR FILL SLOPE
2' MIN
L�III'�I 2:1 SLOPE (MAX)
\-'�
ORIGINAL GRADE
STABILIZE DIVERSION DITCH
CROSS SECTION WITH TEMPORARY SEEDING
AND EROSION CONTROL
NETTING
UPSLOPE TOE POSITIVE GRADE 1.0% MAX.
2' IMIN.
1
SIDE SLOPES }
2 : 1 (MAX.)
\ \ \ \ \ \ \ \ \ \
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STEEP CUT OR FILL SLOPE
PLAN VIEW
TEMPORARY DIVERSION DITCH DETAIL
12" MIN. N.C.D.O.T. #5 OR
WASHED STONE
5 FT
MIN
DESIGN CRITERIAa4Ee�o
SUMMARY:
TEMPORARY SEDIMENT TRAP
PRIMARY SPILLWAY:
STONE SPILLWAY - 3600 CU FT/ACRE-
MAXIMUM DRAINAGE AREA:
5 ACRES
MINIMUM VOLUME:
3600 CU FT PER ACRE OF DISTURBED AREA
MINIMUM SURFACE AREA:
435 SO FT PER CFS OF QIC'EAK FLOW
1'
MINIMUM L/W RATIO:
2:1
MINIMUM DEPTH:
3.5 FEET, 1.5 FEET EXCAVATED BELOW GRADE
MAXIMUM HEIGHT:
WEIR ELEVATION 3.5 FEET ABOVE GRADE
DEWATERING MECHANISM:
STONE SPILLWAY 1.5' MI CROSS SECTION
MINIMUM DEWATERING TIME:
N/A
BAFFLES REQUIRED:
3 MINIMUM
DESIGN 21" MIN
SETTLED
NOTES:
TOPFREEBOARD -IIBa
NI! 11
SEE N.C. STATE DENR PRACTICE _
IIIII' IIIII IIII=III
STANDARDS & SPECIFICATIONS FOR
oho
I_8� 10 FT MIN
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CONDITIONS WHERE PRACTICE APPLES
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PLANNING CONSIDERATION;
DESIGN CRITERIA
a o coca o a
�I11"'
2:1 SIDE
IIASLOPE
(WITH EXCEPTION THAT MIN.
WEIR IS 10') & 5 FT MAX
IIIII ""`�`i'po �'�ao �Ii -I�
MAX FILL IIII' o�o
CONSTRUCTION SPECIFICATION & MAINTENANCE. 2' MIN TO
3.5' MAX II ii Oo'o $< illi
FILTER 1 II�f- 1:1 SIDE SLOPE
III
FABRIC IIIh: oo$oCo MAX
'- - - --1_
�3 FT
MIN
STRUCTURE LIFE LIMITED
TO 2 YEARS
MAINTENANCE
1. INSPECT TEMPORARY SEDIMENT TRAPS AFTER EACH PERIOD OF SIGNIFICANT
RAINFALL. REMOVE SEDIMENT AND RESTORE TRAP TO ITS ORIGINAL DIMENSIONS
WHEN THE SEDIMENT HAS ACCUMULATED TO ONE-HALF THE DESIGN DEPTH OF
THE TRAP. PLACE THE SEDIMENT THAT IS REMOVED IN A DESIGNATED DISPOSAL
AREA AND REPLACE THE CONTAMINATED PART OF THE GRAVEL FACING.
2. CHECK THE STRUCTURE FOR DAMAGE FROM EROSION OR PIPING.
3. PERIODICALLY CHECK THE DEPTH OF THE SPILLWAY TO ENSURE IT IS A MINIMUM
OF 1.5 FT BELOW THE LOW POINT OF THE EMBANKMENT. IMMEDIATELY FILL
ANY SETTLEMENT OF THE EMBANKMENT TO SLIGHTLY ABOVE DESIGN GRADE.
4. ANY RIP RAP DISPLACED FROM THE SPILLWAY MUST BE REPLACED IMMEDIATELY
STABILIZE THE EMBANKMENT AND ALL DISTURBED AREAS ABOVE THE SEDIMENT
POOL AND DOWNSTREAM FROM THE TRAP IMMEDIATELY AFTER CONSTRUCTION
WITH SEEDING.
SEDIMENT TRAP TABLE
NTS
5 FT
MAX
FILTER
FABRIC
OVERFILL 6"
FOR SETTLEMENT
jEMERGENCY BYPASS
6" BELOW SETTLED
TOP OF DAM
NATURAL
GROUND
TRAP/
DRAINAGE
DENUDED
Q10
REQUIRED
REQUIRED
TOTAL
INTERIOR
PROVIDED
PROVIDED
WEIR
BASIN
AREA
AREA
SURFACE AREA
VOLUME
DEPTH
SIDE
SURFACE AREA
VOLUME
LENGTH
NUMBER
(AC)
(AC)
(CFS)
(SF)
(CF)
(FT)
SLOPE
(SF)
(CF)
1
1.22
1.10
3,76
1,639
3,960
3.5
3:1
3,712
5,453
20'
SEDIMENT TRAP DETAIL
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PROJECT NUMBER
172-11

j 17-DYH
-� 12-EA
N79°49'04"E 231.24'
I I
I ll,
SEED
I, EXISTING TREES TO REMAIN
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SEED
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GENERAL PLANTING NOTES:
0
SEED
INVERT 25_2'
EP
151, BGP
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- 48.6' -
Encroachment
s�
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noEXISTING TREES
DRIVE ` TO REMAIN
FRAME BUILDING -
� SEED
METAL STORAGE CONTAINERS
/ ( INFILTRATION 1 i �{
. SEED BASIN #2
..PRO SED'• ..:; .. -:
1:! !•:, ". PARF(iSONG LOT.'.:::.,.,..:. zs..,....-...,.�,...,.,.....„ .»--...
.. _SEED �^ I
B ` - ABOVEGROUND I
!SEED) -• PROPANE TANK
FRAME B DING
HVAC
. � \ ,�`
.. ELECTRIC
METER sc9 I N
I m /
EXISTING 1-STORY BUILDING Oo J
! - EXISTING 2-STORY EXISTING 1-STORY BUILDING41
- l
BUILDING
z
SEED
YQ - - m L5 �- EP
•PR�O2EED
�I
j PROPOSED SEED '
t DRIVE J p
INFILTRATION \ SEED r_T71^ 40' SETBACK
BASIN #1 \ 1VV I ' EXISTING SIGN
n
SEED �...� �. o� ( yG �° U ��� U -
` Wiv SEED EXISTING FLAG POLE
\ ) "'
INVERT 26.5'
&7-4°3A9$ W 300.00 579°38'48"W 254.22' EP
U INVERT 25.1' G
\` O NR 248' INVERT 24.8' --INVERT 25.1'
SEED
11-LI
12-JU
15-EU
\ INVERT 25.7 _
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G Un
O
1. All landscaping shall be installed according to sound nursery practices and shall meet all standards as stated in the
latest edition of'American Standard for Nursery Stock'
2. Plant list quantities are provided for convenience only. In the event of quantity discrepancies, the drawings shall take
precedence.
3. No substitutions shall be made without written authorization from the owner or landscape designer.
4. Contractor shall have utility company locate all utilities prior to digging. Contractor shall be responsible for all damages
incurred by his/her work.
5. Methods of tree staking indicated on the drawings are suggestions only. The landscape contractor shall use whatever
method he deems fit, however he will be held liable for any damages caused to trees by improper staking methods (or
absence of staking) and is responsible for uprighting and replanting trees which are blown over.
6. All areas not shown as hard surfaces, plant bed, mulched or undisturbed areas, shall be seeded or sodded as lawn with
"Rebel IV", Confederate Plus or Lesco Tall Turf Type fescue for in all areas in right of way up to the road
7. All landscape beds contain mulched and shall be triple shredded hardwood mulch at a thickness of 3"
8. All landscape beds shall have positive drainage away from all structures.
9. All plant beds shall be treated with pre -emergent weed control (i.e. Treflon granules).
10. All plants shall be in accordance with the latest edition of the American Association of Nurserymen and shall be
vigorous, healthy material free of pests and disease.
11. Verification of total quanties as shown on the plant list shall be the responsibility of the planting contractor, and the total
quantities shall be required on the planting plan.
12. Owners shall maintain all plant beds and plant material in good health, and any dead, unhealthy or missing plants shall
be replaced with the same plant material originally specified on this plan
13. Plant material on this site must be installed in conformance with the general planting notes and details on this plan or to
the standards of the County of Carteret.
14. Landscape contractor is responsible for all required permits and licenses to perform the required work.
15. All plants shall be vigorous, healthy material free from pests and disease.
PROPOSED PERIMETER BUFFER
EVERGREEN SHRUBS PLANTED IN TWO
OFF SET ROWS AT 4' ON CENTER
LOW LYING SHRUBS PLANTED IN ONE
ROW AT TON CENTER MULCH WITHIN LANDSCAPE BEDS (TYP.)
BED LINE (TYP.) 11-LI
JU
12
N79'27'23' E 109,86' N79 44'51
- \ 12-EA
12-EA 9-J U
18-EU - _y- 12-JU 16130R 14 EU 16-DYH 9-LI
"E SO 13-LI -DrYH
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R/W -
LANDSCAPE CALCULATIONS
-SEED
PROPOSED ❑ SEED --
i
J
NGS Station Boucher
North = 359,642,27 sFT
East = 2,614,407.41 sFT
Latitude = 34' 43' 14.82811" (N)
Longitude = 076' 57' 18.60369" (W)
PERIMETER BUFFER
Requirement: two off set rows of evergreen shrubs planted at 4' on center and one row
of low lying shrubs planted at 3' on center.
Provided: two off set rows of evergreen shrubs planted at 4' on center and one row of
low lying shrubs planted at 3' on center.
SEED
30'SETBACK
4'10"E 137.19'
N73°44'34°E 630668'
(Grid 41stance) G
NC HIGHWAY #24 - PUBLIC 100' R/W
G \_
G
MASTER PLANT LIST
KEY
BOTANICAL NAME
COMMON NAME
CITY,
HEIGHT
SPREAD
ROOT
COMMENTS
EA
Thu a occidentalis'De roof's S ire'
Eastern Arborvitae
48
T HT.
24"-28"
CONT.
JU
Juni erus communis'Gold Cone'
Common Juniper
45
T HT.
24"-28"
CONT.
LI
Li ustmm ja onicum'Rotundifolium
Li ustrum
94
3" HIT.
24"-28"
CONT.
DYH
Ilex vomitona Bordeaux T'"'Condeaux'PP#8779'
Dwarf Yau on Holly
46
24" Ht
18"-24"
CONT.
EU
Euon mus fortunei'Canadale Gold'
Wintercree er
Loro etalum
47
30
24" Ht.
24" Ht.
18"-24"
18"-24"
CONT.
CONT.
LOR
Loro etalum chinensis Emerald Snow
SHRUB PLANTING DETAIL
IL AS PER
JCER
RTH
NOTES
1. Remove the burlap, burlap ties and wire basket from top 1/3 of rootball. Remove all nylon strings, plastic liners and synthetic burlap -
type of materials from the entire rootball.
2. Scarify rootball and bottomisides of plant pit.
3. Excavate planting pit two to three times as wide as the rootball. Install rootball 114 to 1/3 above existing/proposed grade. Locate rootball
on solid soil and not loose backfill.
4. All saucers shall be soaked with water and mulched immediately following planting.
5. The size of the rootball shall conform to the AAN standards.
6. Fertilized all plants with Agrifonn fertilizer tablets or equal, to be applied according to manufacturer's recommendation.
7. All rootballs after removing from containers shall be scarified prior to backfilling the planting hole.
8. Thoroughly soak the shrub root ball and adjacent prepared soil several times during the first month after planting and at least once a week
for the first two growing seasons.
TREE PLANTING DETAIL - B&B TREES IN ALL SOIL TYPES
NOTES THIS DETAIL ASSUMES THAT THE PLANTING SPACE IS LARGER THAN 8 FT.
SQUARE, OPEN TO THE SKY, AND NOT COVERED BY ANY PAVING OR GRATING.
DO NOT HEAVILY PRUNE THE TREE AT PLANTING.
PRUNE ONLY CROSSOVER LIMBS, CO -DOMINANT
LEADERS, AND BROKEN OR DEAD BRANCHES.
SOME INTERIOR TWIGS AND LATERAL BRANCHES
MAY BE PRUNED; HOWEVER, DO NOT REMOVE
THE TERMINAL BUDS OF BRANCHES THAT
EXTEND TO THE EDGE OF THE CROWN.
MARK THE NORTH SIDE OF THE TREE
IN THE NURSERY, AND ROTATE TREE
TO FACE NORTH AT THE SITE WHEN EVER
SET TOP OF ROOT BALL FLUSH TO
GRADE OR 1-2 IN,
HIGHER IN SLOWLY DRAINING SOILS.
8 IN
INTERNATIONAL SOCIETY
OF ARBORICULTURE
EACH TREE MUST BE PLANTED SUCH THAT
THE TRUNK FLARE IS VISIBLE AT THE TOP
OF THE ROOT BALL. TREES WHERE THE TRUNK
MULCH RING FLARE IS NOT VISIBLE SHALL BE REJECTED.
6 FT. DIAM. MIN. DO NOT COVER THE TOP OF THE ROOT
SET. DIAM. PREFERRED BALL WITH SOIL.
MULCH DO PLACE
/
41N. HIGH EARTH SAUCER
MULCH
MULCH IN CONTACT WITH TREE TRUNK
BEYOND EDGE OF ROOT BALL.
MAINTAIN THE MULCH WEED -FREE FOR
/f
A MINIMUM OF THREE YEARS AFTER
REMOVE ALL TWINE, ROPE AND WIRE, AND
BURLAP FROM TOP HALF OF ROOT BALL
IF PLANT IS SHIPPED WITH A WIRE BASKET AROUND
THE ROOT BALL, CUT THE WIRE BASKET IN FOUR PLACES
AND FOLD DOWN 81N, INTO PLANTING HOLE.
NOTE: FOR DIMENSIONS OF
PLANTING AREAS, TYPES OF SOIL
PLACE ROOT BALL ON UNEXCAVATED
OR TAMPED SOIL.
SEE "SOIL IMPROVEMENT DETAILS."
AMENDMENTS, OR SOIL REPLACEMENT,
TAMP solL AROUND Roar BALL
BASE FIRMLY WITH FOOT PRESSURE
SO THAT ROOT BALL DOES NOT SHIFT.
NOTES
1. Scarily rootball and bottom/sides of plant pit.
2. Excavate planting pit two to three times as wide as the rootball. Install rootball 1/4 to 113 above existing/proposed grade. Locate rootball
on solid soil and not loose backfill.
3. All saucers shall be soaked with water and mulched immediately following planting.
4. The size of the rootball shall conform to the AAN standards.
5. Fedilized all plants with Agdform fertilizer tablets or equal, to be applied according to manufacturers recommendation.
6. All rootballs after removing from containers shall be scarified prior to backfilling the planting hole.
7. Thoroughly soak the shrub root ball and adjacent prepared soil several times during the first month after planting and at least once a week
for the first two growing seasons.
8. Guying, if necessary, shall be removed after one growing season.
GRAPHIC SCALE ',I!IN
30 0 30 30 60 r.' 120
( IN FEET )
1 inch = 30 ft.
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PROJECT NUMBER
172-11