SW7120805_APPROVED PLANS_20120906

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW
DOC TYPE
El CURRENT PERMIT
APPROVED PLANS
❑ HISTORICAL FILE
DOC DATE
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CRAWFORD TOWNSHIP CURRITUCK COUNTY, NORTH CAROLINA
PREPARED FOR THE
COMMERCIAL PROPERTIES , INC., OF RALEIGH
GENERAL SURVEY NOTES
1. DATU M REFERENCE:
VERTICAL REFERENCE: NORTH AMERICA VERTICAL DATUM (NAVD 88)
HORIZONTAL REFERENCE: NORTH CAROLINA COORDINATE SYSTEM (NAD
83)
2. TOPOGRAPHICAL INFORMATION DESCRIBED WITHIN THE PROPOSED
PROJECT LIMITS PROVIDED & PREPARED BY
EASTERN GEOMATICS, PLLC
P.O. BOX 1026
KILL DEVIL HILLS, NC 27948
[phone]
IN CONJUNCTION WITH AERIAL PHOTOGRAPHY OBTAINED FROM
CURRITUCK COUNTY GIS & GOOGLE EARTH
4. AREAS DETERMINED BY COORDINATE METHOD
5. UNDERGROUND UTILITIES, IF ANY, WERE NOT LOCATED WITH THE
SURVEY FIELD DATA, FURTHER EVALUATION MAY BE REQUIRED.
6. NO RECOVERABLE NCGS MONUMENTS APPEAR TO BE WITHIN 2000' OF
THE SUBJECT PROPERTY SHOWN HEREON.
SITE NOTES
1. PROPERTY COVERAGE:
PROJECT AREA: 43,586± SF (1.00±AC)
BUILDING = 8120± SF (0.19±AC)
ASPHALT = 15,863± SF (0.36± AC)
CONCRETE WALKS/CURBS/PADS = 1257± SF (0A3± AC)
TOTAL IMPERVIOUS AREA - 25,240± SF (0.58± AC) 57.9%
2. PARKING REQUIRED:
DESCRIPTION: COMMERCIAL RETAIL (7,644 SF GFA)
REQUIREMENT: 1 SPACE PER 300 SF OF GFA
PARKING INDICATED: 10'x18' VISITOR SPACES= 24
HANDICAP ACCESSIBLE:
VAN ACCESSIBLE SPACES = 2
TOTAL = 26
DRAWING INDEX
COVER SHEET
1 LEGEND/ LINETYPE/ABBREVIATIONS
2 EXISTING SITE CONDITIONS
3 SITE DEVELOPMENT PLAN
4 GRADING, DRAINAGE, & UTILITY PLAN
5 LIGHTING PLAN
6 GENERAL SITE DETAILS
7 UTILITY DETAILS
8 ARCHITECTURAL ELEVATIONS
(FOR COUNTY SUBMISSION ONLY)
CRAWFORD TOWNSHIP
CURRITUCK COUNTY
NORTH CAROLINA
VICINITY MAP
NOT TO SCALE
ON THE SITE PLAN ENTITLED FAMILY DOLLAR STORE, STORMWATER
DRAINAGE IMPROVEMENTS SHALL BE INSTALLED ACCORDING TO THESE PLANS
AND SPECIFICATIONS AND APPROVED BY CURRITUCK COUNTY. CURRITUCK COUNTY
ASSUMES NO RESPONSIBILITY FOR THE DESIGN, MAINTENANCE OR THE
GUARANTEED PERFORMANCE OF THE STORMWATER DRAINAGE IMPROVEMENTS,
ENGINEER/SURVEYOR/ARCHITECT
DATE
GENERAL NOTES
1. DEED REFERENCE: D.B. 230, PG. 463-465
PLAT REFERENCE: WILSON SNOWDEN SUBDIVISION, 11-10-1986
TAX MAP REFERENCE: LOT 2 - PIN 0050000062130000,
2. OWNER/DEVELOPER: CURRITUCK RESOLUTION PROPERTIES, INC.
PO BOX 99
GRANDY, NC 27939
3. TOTAL AREA: 43,586 SF = 1.00± AC.
4. CURRENT ZONING: GB (GENERAL BUSINESS)
5. CURRENT LAND USE. VACANT/UNDEVELOPED
LAND USE: COMMERCIAL -RETAIL
6. THE SUBJECT PROPERTY IS LOCATED WITHIN FLOOD HAZARD ZONE X,
AS SCALED FROM F.E.M.A. F.I.R.M. PANEL #3720896800 3 DATED DEC. 16, 2005.* FLOOD
ZONES SUBJECT TO CHANGE BY FEMA.
7. NO A.C.O.E. JURISDICTIONAL 404 WETLANDS ARE KNOWN TO EXIST WITHIN THE LIMITS
OF THE SUBJECT PROPERTY.
8. MINIMUM BUILDING SETBACKS - FRONT YARD: 50'
REAR YARD: 25'
SIDE YARD: 15'
9. ALL APPLICABLE PERMITS WILL BE SECURED PRIOR TO ISSUANCE OF A
BUILDING PERMIT OR COMMENCEMENT OF ANY LAND DISTURBING ACTIVITIES.
10. ALL UTILITIES SHALL BE PLACED UNDERGROUND. THE LOCATION OF
WATER SERVICE SHALL BE APPROVED BY CURRITUCK COUNTY PUBLIC WORKS DEPT.
AND VERIFIED BY THE GENERAL CONTRACTOR PRIOR TO THE COMMENCEMENT OF
CONSTRUCTION, (AS REQUIRED).
11. LOCATIONS OF EXISTING UTILITIES INDICATED ARE APPROXIMATE. VERIFY THE
LOCATIONS OF ALL EXISTING UNDERGROUND UTILITIES PRIOR
TO BEGINNING CONSTRUCTION. THE GENERAL CONTRACTOR SHALL ALSO CALL
ULOCO AT 1-800-832-4949, BEFORE DIGGING, FOR VERIFICATION.
12. ALL SETBACKS DESCRIBED HEREON ARE AS PER CURRITUCK COUNTY AND DO NOT
REFLECT ANY RESTRICTIVE COVENANTS THAT MAY EXIST.
13. PRIOR TO ANY LAND DISTURBING ACTIVITIES COMMENCING, A SEDIMENT & EROSION
CONTROL PERMIT SHALL BE SECURED THROUGH THE NCDENR DIVISION OF LAND
RESOURCES, LAND QUALITY SECTION.
14. EXISTING VEGETATION SHALL BE PRESERVED TO THE MAXIMUM EXTENT PRACTICABLE.
15. AN NCDOT RIGHT-OF-WAY ENCROACHMENT AGREEMENT SHALL BE SECURED PRIOR TO
PERFORMING ANY CONSTRUCTION WITHIN THE STATE RIGHT-OF-WAY.
16. AN NCDENR-DWQ HIGH -DENSITY STORMWATER PERMIT SHALL BE OBTAINED PRIOR TO
CONDUCTING ANY SITE IMPROVEMENTS,
18. PLACEMENT, NUMBER, & SIZING OF SOLID WASTE BULK CONTAINERS SHALL BE
INSTALLED IN ACCORDANCE WITH CURRITUCK COUNTY ZONING CODE.
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Call before you dig.
STORN-NATER
APPROVED
NORTH CAROLINA ENVIr��"�„"vmtNTAL
MANAGEMENT COMMISSION
DIVISION OF WATE::? CIUALITY
s:z71n No. w t 04a�
NOTE:
THE INFORMATION DESCRIBED HEREON IS BELIEVED TO BE '
ACCURATE, COMPLETE, AND CURRENT. CES, PLLC MAKES NO
WARRANTY AS TO THE ACCURACY, COMPLETENESS OR
CURRENCY OF THE CONTENT. IT IS THE CONTRACTORS
RESPONSIBILITY TO VERIFY THIS INFORMATION PRIOR TO
RELYING ON IT. THE CONTENT OF THESE DOCUMENTS MAY
INCLUDE TECHNICAL INACCURACIES OR TYPOGRAPHICAL
ERRORS. IF SUCH CONDITIONS EXIST, THE CONTRACTOR
SHALL CONSULT WITH THE ENGINEER PRIOR TO PROCEEDING
WITH THE: SCHEDULED WORK UNTIL AUTHORIZATION TO
PROCEED HAS BEEN GRANTED,
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PROJECT
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ISSUANCE:
COUNTY REVIEW
"PRELIMINARY DO NOT USE
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FOR CONSTRUCTION"
DRAWING TITLE
COVER SHEET
LAU rLLt "Am` P1023-3CD.DWG
DRAWING SCALE: NONE
DATE: &28-12 SHEET NUMBER
PROJECT NO.:
P1023

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mG� SW712-080-r
LI NETYPES
EXIST. DESCRIPTION
SURFACE FEATURES:
BUILDING LINE (EXISTING)
• i DITCH CENTERLINE (EXIST.)
CURB/PAVEMENT/SIDEWALK (EX)
_-- FENCE (EXISTING)
— _ — — _.._ — — — —.. MARSH/SWAMP PERIMETER
I INTERIOR I EXTERIOR WETLAND PERIMETER (DELINEATED BY BIOLOGIST)
LAKE/POND SHORELINE
V EG ETATION/TREELINE
n n GUARDRAIL (EXISTING)
RETAINING WALL (EXISTING)
C ROCK (EXISTING)
SURVEY:
CENTERLINE (EXISTING)
CONTOUR (DEPRESSION)
- - - - - - - - - - - - - - - - - - - CONTOUR (INDEX) (EXIST.)
— — — EASEMENT
— PROPERTY LINE (EXISTING)
-- — RIGHT -OF --WAY (CURRENT)
BOUNDARY LINE
EDGE OF PAVEMENT (EXISTING)
— — — — — — — — — -- — — — — FLOOD HAZARD DESIGNATION LINE
UTILITIES (EXISTING):
TV
CABLE TELEVISION (AERIAL)
CABLE TELEVISION (BURIED)
CTV
FORCE MAIN
FM
GAS
G
OHE
POWER (AERIAL)
UG-P
POWER (BURIED)
SANITARY SEWER
SS
— — — — — — — — 12"CMP------
STORM DRAINAGE
TELEPHONE (AERIAL)
T
TELEPHONE (BURIED)
UG•T
w
WATER
LEGEND
CONSTRUCT
DESCRIPTION
BUILDING LINE
DITCH CENTERLINE
CURB(PROP) 2/7
_
CURB/PAVEMENT/SIDEWALK
SFSF
SILT FENCE
V V
HIGH VISIBILITY FENCE
CENTERLINE
* * *
CONTOUR (INTERVAL)
* * *
CONTOUR (INDEX)
—
EASEMENT (PERMANENT)
PROPERTY LINE
TOP OF BANK (PROPOSED)
RIGHT-OF-WAY
R_ d�N R A. A A e A 1 � e A
GUARDRAIL
...�..._..._...._..._..._...—,.._
POND/BASIN
INTERIOR
WETLAND PERIMETER
EXTERIOR
RETAINING WALL
CONSTRUCTION LIMITS
x x x x
PROPOSED FENCE
ROAD SURFACE MATERIAL
SYMBOL DESCRIPTION
CUT SLOPE CATCH POINTS(OPTIONAL)
D
)
(SCALEABLE)
FILL SLOPE CATCH POINTS(OPTIONAL)
(SCALEABLE)
SHOULDER
PROPOSED HEAVY-DUTY ASPHALT SURFACE
PROPOSED BMP WETLAND AREA
PROPOSED LIGHT -DUTY ASPHALT SURFACE
BMP WATER SURFACE
PROPOSED PAVEMENT STRIPING
_3
PROPOSED CONCRETE SURFACE
PROPOSED BUILDING
GAS/POWER/TELEPHONE
SYMBOL
DESCRIPTION
EXIST.
CONSTRUCT
ZI9
PAD MOUNTED TRANSFORMER
©
1 ' -1
POWER VAULT
-0-
-0-
UTILITY POLE
COL)
0
POWER POLE
E —
UTILITY POLE ANCHOR
LIGHT POLE
a
TELEPHONE PEDESTAL
EnE
it
TELEPHONEVAULT
SURVEY
SYMBOL
DESCRIPTION
EXIST. CONSTRUCT
IL
ANGLE POINT
BENCH MARK
O o
BLOCK CORNER
•
IRON PIPE
0
5/$" REBAR
❑
CONCRETE MONUMENT
(D
MONUMENT (IN CASE)
OWNERSHIPTIE
OBSERVATION WELL
P/K NAIL
® ®
SOIL BORING
x
SPOT ELEVATION
o •
WITNESS CORNER
WC WC
C)
TAX LOT / PARCEL NUMBER
TINTERSTATE
DRAINAGE
SYMBOL
DESCRIPTION
EXIST. CONSTRUCT
STORM DRAIN CATCH BASIN
STORM DRAIN INLET(NOCATCH)
STORM DRAIN CULVERT
Op O
STORM DRAIN MANHOLE
25 L.F. 12"
STORM PIPE(PROPOSED)
DOUBLE LIN E TO SIZE
OF PIPE DIAMETER
STRUCTURE DETAILS NO.
4
47
CALLOUT DESIGNATION
SHEET NO.
CONTRACTOR SHALL VERIFY LOCATION
AND DEPTHS
OF ALL EXISTING UTILITIES PRIOR TO CONSTRUCTION
WATER
SYMBOL DESCRIPTION
EXIST.
CONSTRUCT
O
0GF GUARD POST
F�MH
FH
NG
N WATER VALVE
®wm
i6m WATER METER
EROSION CONTROL SYMBOLS
CD
CHECK DAM
CE
TEMPORARY STABILIZED
CONSTRUCTION ENTRANCE
CL
CONSTRUCTION LIMITS
r..xi err+
�Q
COMPOST
�C
DUST CONTROL MEASURES
D1
TEMPORARY DITCH
0
TREES, SHRUBS, VINES, AND GROUND COVERS:
GL
GRADING LIMITS O
�P
CATCH BASIN AND CULVERT/
INLET PROTECTION
IS
MATTING (EROSION CONTROL BLANKET)
0
MU
MULCHING:
PS
PERMANENT SEEDING
(�
RIP RAP
O
SOD
SA
STOCKPILEAREA
S
SEEDING
$
SILT FENCE — SF — SF —
SM
"STRAW MULCH" FOR TEMPORARY COVER
SR
SURFACE ROUGHING (a
ST
TEMPORARY Qpdaa�6
SEDIMENT TRAP
TS
TEMPORARY SEEDING
QHIGH
VISIBILITY FENCE
—V---V-VEGETATION
PRESERVATION
V�
VEGETATED FILTER STRIP
-
®
VEGETATED STREAM BANK STABILIZATION
TREE PRESERVATION AND PROTECTION:
LEVEL SPREADER: Hi
OUTLET STABILIZATION STRUCTURE:
Ripaw ECB n7M
TEMPORARY DIVERSION DITCH OR SWALE
STD =1,-TD�
PERMANENT DIVERSION DITCH: _PD —PD —
DIVERSION DIKE OR BERM ADD TDB ==31-
FABRIC DROP INLET PROTECTION (TEMPORARY): j
BLOCK AND GRAVEL INLET PROTECTION (TEMPORARY):
ae o0
STONE DROP INLET PROTECTION (TEMPORARY):
SEDIMENT BASIN:
ROCK SEDIMENT DIKE:
CHECK DAM: OR
RIPRAP-LINED CHANNELS: Km
ECB OR TRM-LINED CHANNELS: Em
ABBREVIATIONS
ABC
AGGREGATE BASE COURSE
AC
ASPHALT CONCRETE
ACP
ASPHALT CONCRETE PAVEMENT
ADJ
ADJUST
AM
AHEAD
AP
ANGLE POINT
APPROX.
APPROXIMATELY
AVE
AVENUE
AVG
AVERAGE
BOC
BACK OF CURB
k
BASELINE
BLDG
BUILDING
BLVD
BOULEVARD
BM
BENCH MARK
BMP
BEST MANAGEMENT PRACTICE
BRG
BEARING
BTWN
BETWEEN
BVCE
BEGINNING OF VERTICALCURVE ELEVATION
BVCS
BEGINNING OF VERTICAL CURVESTATION
CAN
CABLETV
CB
CATCH BASIN
CL
CLASS
CL
CENTERLINE
CLR
CLEAR
CMP
CORRUGATED METAL PIPE
COMPT
COMPACTED
CONC
CONCRETE
CONN
CONNECT
CONST
CONSTRUCTION
Cu
CUBIC
CY
CUBIC YARD
D
DRAIN PIPE
DEG OR
DEGREE
DIAM
DIAMETER
DIST
DISTANCE
DWG
DRAWING
DWY
DRIVEWAY
E
EAST, ELECTRICAL
EA
EACH
EL
ELEVATION
ELEC
ELECTRICAL
EMS
EMBANKMENT
EP
EDGE OF PAVEMENT
EQ
EQUATION
EST
ESTIMATE
EVCE
END OF VERTICAL CURVE ELEVATION
EVCS
END OF VERTICAL CURVE STATION
EXCL
EXCLUDE
EXIST
EXISTING
FH
FIRE HYDRANT
FT OR
FEET/FOOT
G
GAS LINE, GREEN
GALV
GALVANIZED
GB
GRADE BREAK
GE
GRATE ELEVATION
GR
GUARDRAIL
GRD
GROUND
GV
GAS VALVE
HORIZ
HORIZONTAL
HT
HEIGHT
HWY
HIGHWAY
ID
INSIDE DIAMETER
IE
INVERT ELEVATION
INV
INVERT
JB.
JUNCTION BOX
JTS,JT
JOINTS, JOINT
L
LENGTH OF ARC
LF
LINEAL FOOT/FEET
LT
LEFT
M
METER
MAX
MAXIMUM
MH
MANHOLE
MIN
MINIMUM
MISC
MISCELLANEOUS
MON
MONUMENT
MUTCD
MANUAL ON UNIFORM TRAFFIC CONTROL DIVICES
N
NORTH
NO
NUMBER
NTS
NOT TO SCALE
O.C.
ON CENTER
OD
OUTSIDE DIAMETER
OP
OVERHEAD POWER
OT
OVERHEAD TELEPHONE
P
POLE, POWER
PAV'T
PAVEMENT
PC
POINT OF CURVATURE
PCC
POINT OF COMPOUND CURVE
PED
PEDESTRIAN
Pi
POINT OF INTERSECTION
R-
PROPERTY LINE
PP
POWER POLE
PR
PAIR
PRC
POINT OF REVERSE CURVE
PSI
POUND PER SQ IN
PT
POINT OF TANGENT
PVC
POLYVINYL CHLORIDE
PVCC
POINT OF VERTICAL COMPOUND CURVE
PVI
POINT OF VERTICAL INTERSECTION
PVRC
POINT OF VERTICAL REVERSE CURVE
QTY
QUANTITY
R
RADIUS
RD
ROAD
REINF
REINFORCED
REQ'D
REQUIRED
ROW
RIGHT-OF-WAY
FIT
RIGHT
R/W
RIGHT-OF-WAY
S
SOUTH/SLOPE
SAN
SANITARY
SCHED
SCHEDULE
SD
STORM DRAIN
SECT
SECTION
SERV
SERVICE
SF
SQUARE FEET/FOOT
SHLO
SHOULDER
SHT
SHEET
SPEC
SPECIAL
SPECS
SPECIFICATIONS
SQ
SQUARE
SR
STATE ROUTE
SS
SANITARYSEWER
ST
STREET
STA
STATION
S/W
SIDEWALK
T
TELEPHONE, TANGENT, TON
TAN
TANGENT
TBM
TEMPORARY BENCHMARK
TCE
TEMPORARY CONSTRUCTION EASEMENT
TEMP
TEMPORARY
TP
TELEPHONE POLE
TYP
TYPICAL
UD
UNDERDRAIN PIPE
UG
UNDERGROUND
VAR
VARIES
VC
VERTICAL CURVE
VERT,
VERTICAL
W
WEST, WATER
W/
WITH
WM
WATER METER
WM
WATERMAIN
W/o
WITHOUT
WV
WATER VALVE
Y
YELLOW
YDS
YARDS
&
AND
1 REV'D SHEET SET # 7-20-12 PROJECT DEVELOPMENT SUMMARY: ENGINEER'S SEAL PROJECT NAME _ DRAWING TITLE
DRAWING SCALE: 1"=20' �� Ca !�/7�i FAVAIL � _ '��A swN LEGEND,
PROJECT NO.: P1023 UTIONS_ �.9 FAMILY DOLLAR STORE LI N ETYPEs
DRAWING NO.: P1023-C3D — FOR
CREATIVE ENGINEERING SOLUTIONS, PLLC :; 0 B- COMMERCIAL PROPERTIES, INC. ABBREVIATIONS
6-27-12 Flrus LICENSE: P o970 Q-; - 2869 CARATOKE HWY.
DATE: 262 MOTHER VINEYARD RD. I{�V ���
DESIGNED DMR MANTEO, N.C. 27954 ��/� m CRAWFORD TOWNSHIP,
dave creativeen Ineerin obx.com#1�lliifiti�l�, GRAPHIC CURRITUCK COUNTY, NC
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n DRAWING NUMBER SHEET NUMBER
CHECKED: DMR www.creativeengineetingobx.com PRELIMINARY- DO SCALE:
NUM. REVISION DATE -- TES-/F+uc: zss.a73.ss� NOT USE FOR 1"' zo'
MOBILE. 252.475.008 CONSTRUCTION"
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26S9 CARAI
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EX. DRIVEWAY
ACCESS
EX. FIRE HYDRANT
W/ VALVE
X. DROP INLET
GRATE ELEV:8.89' EX
E
J15"0 RCP IN/OUT: 6.01'
COURTHOUSE RD. (NC 1242)
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CULVERT PIPE
INV. IN: 7.16
INV. OUT: 6.83'
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NOW OR FORMERLY
LOT 3
NILSON SNOWDEN SUBDMSION
KINGFISHER COVE, INC.
(D.B. 230, PG 466)
2883 CARATOKE HWY.
ZONING: GB
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6� GRATE ELEV- BAS'
71 1S'O RCP IN/OUT: is 5 yi
5,5(f
CONSTRUCTION SEQUENCE
CONSTRUCTION ACTIVITY
CONSTRUCTION ACCESS -
CONSTRUCTION ENTRANCE.
CONSTRUCTION ROUTES. EQUIPMENT
PARKING AREAS
SEDIMENT TRAPS & BARRIERS
BASIN TRAPS, SEDIMENT FENCES, &
OUTLET PROTECTION
RUNOFF CONTROL -
DIVERSIONS, PERIMETER DIKES,
WATER BARS, AND OUTLET
PROTECTION
RUNOFF CONVEYANCE SYSTEM -
STABILIZE STREAMBANKS, STORM
DRAINS, CHANNELS, INLET & OUTLET
PROTECTION, SLOPE DRAINS
LAND CLEARING & GRADING -
SITE PREPARATION -CUTTING, FILLING
& GRADING, SEDIMENT TRAPS,
BARRIERS, DIVERSIONS, DRAINS,
SURFACE ROUGHENING
SURFACE STAB] U ZATION-
TEMPORARY & PERMANENT SEEDING,
MULCHING, SODDING, RIPRAP.
BUILDING CONSTRUCTION -
BUILDINGS, UTILITIES, PAVING.
LANDSCAPING & FINAL
STA BI LIZATION-
TOPSOIUNG, TREES &SHRUBS,
PERMANENT SEEDING, MULCHING,
SODDING, RIPRAP
SCHEDULE CONSIDERATION
FIRST LAND -DISTURBING
ACTIVITY -STABILIZE BARE AREAS
IMMEDIATELY WITH GRAVEL&
TEMPORARY VEGETATION AS
CONSTRUCTION TAKES PLACE.
INSTALL PRINCIPAL BASINS AFTER
CONSTRUCTION SITE IS ACCESSED.
INSTALL ADDITIONAL TRAPS AND
BARRIERS AS NEEDED DURING
GRADING.
INSTALL KEY PRACTICES AFTER
PRINCIPAL SEDIMENTS TRAPS AND
BEFORE LAND GRADING. INSTALL
ADDITIONAL RUNOFF -CONTROL
CONVEYANCE MEASURES DURING
GRADING.
WHERE NECESSARY, STABILZE
STREAM BANKS AS EARLY AS POSSIBLE.
INSTALL PRINCIPAL RUNOFF
CONVEYANCE SYSTEM WITH
RUNOFF -CONTROL MEASURES. INSTALL
REMAINDER OF SYSTEM AFTER
GRADING.
BEGIN MAJOR CLEARING AND GRADING
AFTER PRINCIPAL& KEY
RUNOFF -CONTROL MEASURES ARE
INSTALLED. CLEAR BORROW & DISPOSAL
AREAS AS NEEDED. INSTALL ADDITIONAL
CONTROL MEASURES AS GRADING
PROGRESSES. MARK TREES & BUFFER
AREAS FOR PRESERVATION.
APPLY TEMPORARY OR PERMANENT
STABILIZATION MEASURES IMMEDIATELY
ON ALL DISTURBED AREAS WHERE
WORK IS DELAYED OR COMPLETE.
INSTALL NECESSARY EROSION &
SEDIMENTATION CONTROL PRACTICES
AS WORK TAKES PLACE.
STABILIZE ALL OPEN AREAS, INCLUDING
BORROW & SPOIL AREAS. REMOVE&
STABILIZE ALL TEMPORARY CONTROL
MEASURES.
TEMPORARY SEEDING
THE PURPOSE OF TEMPORARY SEEDING IS TO TEMPORARILY STABILIZE
DENUDED AREAS THAT WILL NOT BE BROUGHT TO FINAL GRADE FOR A
PERIOD OF MORE THAN 7 CALENDAR DAYS
TEMPORARY SEEDING SPECIFICATIONS
SEEDING RECOMMENDATIONS FOR LATE WINTER & EARLY SPRING
SEEDING DATES- DECEMBER 1 TO APRIL 15
SEEDING MIXTURE
SPECIES RATE (LB/ACRE)
WINTER RYE (GRAIN) 120 (ANNUAL RYEGRASS SHALL NOT BE USED)
ANNUAL LESPEDEZA 50
(KOBE)
*OMIT ANNUAL LESPEDEZA WHEN DURATION OF TEMPORARY COVER
IS NOT TO EXTEND BEYOND JUNE
SOIL AMENDMENTS -
FOLLOW RECOMMENDATIONS OF SOIL TESTS OR APPLY 2,000 LB/ACRE
GROUND AGRICULTURAL LIMESTONE AND 750 LB/ACRE 10-10-10 FERTILIZER.
MULCH -
APPLY 4,000-LB/ACRE STRAW. ANCHOR STRAW BY TACKING WITH ASPHALT,
NETTING, OR A MULCH -ANCHORING TOOL. A DISK WITH BLADES SET NEARLY
STRAIGHT CAN BE USED AS A MULCH -ANCHORING TOOL
MAINTENANCE-
REFERTILIZE IF GROWTH IS NOT FULLY ADEQUATE. RESEED, FERTILIZE AND MULCH
IMMEDIATELY FOLLOWING EROSION OR OTHER DAMAGE.
SEEDING RECOMMENDATIONS FOR SUMMER
SEEDING DATES- APRIL 15 TO AUGUST 15
SEEDING MIXTURE
SPECIES RATE (LB/ACRE)
GERMAN MILLET 40
SOIL AMENDMENTS -
FOLLOW RECOMMENDATIONS OF SOIL TESTS OR APPLY 2,000 LB/ACRE GROUND
AGRICULTURAL LIMESTONE AND 750 LB/ACRE 10-10-10 FERTILIZER
MULCH -
APPLY 4,000-LB/ACRE STRAW. ANCHOR STRAW BY TACKING WITH ASPHALT,
NETTING, OR A MULCH -ANCHORING TOOL. A DISK WITH BLADES SET NEARLY
STRAIGHT CAN BE USED AS A MULCH -ANCHORING TOOL
MAINTENANCE-
REFERTILIZE IF GROWTH IS NOT FULLY ADEQUATE. RESEED, FERTILIZE AND
MULCH IMMEDIATELY FOLLOWING EROSION OR OTHER DAMAGE.
SEEDING RECOMMENDATIONS FOR FALL
SEEDING DATES- AUGUST 15 TO DECEMBER 30
SEEDING MIXTURE
SPECIES RATE (LB/ACRE)
WINTER RYE (GRAIN) 120
SOIL AMENDMENTS -
FOLLOW RECOMMENDATIONS OF SOIL TESTS OR APPLY 2,000 LB/ACRE GROUND
AGRICULTURAL LIMESTONE AND 1,000 LB/ACRE 10-10-10 FERTILIZER.
MULCH -
APPLY 4,000-LB/ACRE STRAW. ANCHOR STRAW BY TACKING WITH ASPHALT,
NETTING, OR A MULCH -ANCHORING TOOL. A DISK WITH BLADES SET NEARLY
STRAIGHT CAN BE USED AS A MULCH -ANCHORING TOOL
MAINTENANCE -
REPAIR AND REFERTIUZE DAMAGED AREAS IMMEDIATELY. TOPDRESS WITH
50 LB/ACRE OF NITROGEN IN MARCH. IF IT IS NECESSARY TO EXTEND TEMPORARY
COVER BEYOND JUNE 15, OVERSEED WITH 50 LD/ACRE KOBE LESPEDEZA IN LATE
FEBRUARY OR EARLY MARCH.
NOTE:
THE CONTRACTOR SHALL INDICATE TO
THE ENGINEER THE SOURCE FROM
WHICH FILL MATERIAL WILL BE
OBTAINED FROM. THE MATERIAL SHALL
BE FROM A STATE APPROVED SOURCE
AND BE PROVIDED TO NCDENR-DLR
PRIOR TO COMMENCING WITH ANY
ON -SITE CONSTRUCTION ACTIVITIES.
LAND GRADING CONSTRUCT10N SPECIFICATIONS
1. CONSTRUCT & MAINTAIN ALL EROSION & SEDIMENTATION CONTROL PRACTICES &
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 TOPSOILED TO A MINIMUM DEPTH OF 2 INCHES BEFORE
PLACING TOPSOIL.
4. CLEAR & GRUB AREAS TO BE FILLED TO REMOVE TREES, VEGETATION, ROOTS, OR
OTHER OBJECTIONABLE MATERIAL THAT WOULD AFFECT THE PLANNED STABILITY OF
FILL.
5. ENSURE THAT FILL MATERIAL IS FREE OF BRUSH, RUBBISH, ROCKS, LOGS, STUMPS,
BUILDING DEBRIS, AND OTHER MATERIALS INAPPROPRIATE FOR CONSTRUCTING
STABLE FILLS.
6. PLACE 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.
10. HANDLE SEEPS OR SPRINGS ENCOUNTERED DURING CONSTRUCTION IN
ACCORDANCE WITH APPROVED METHODS.
11. PROVIDE A GROUNDCOVER (TEMPORARY OR PERMANENT) ON EXPOSED SLOPES
WITHIN 7 CALENDER DAYS, FOLLOWING COMPLETION OF ANY PHASE OF GRADING;
AND, A PERMANENT GROUNDCOVER FOR ALL DISTURBED AREAS WITHIN 15 WORKING
DAYS OR 90 CALENDER DAYS (WHICHEVER IS SHORTER) FOLLOWING COMPLETION
OF CONSTRUCTION OR DEVELOPMENT.
12. PROVIDE ADEQUATE PROTECTION FROM EROSION FOR ALL TOPSOIL STOCKPILES,
BORROW AREAS, AND SPOIL AREAS.
MAINTENANCE
PERIODICALLY CHECK ALL GRADED AREAS & THE SUPPORTING EROSION &
SEDIMENTATION CONTROL PRACTICES, AT A MINIMUM OF ONCE A WEEK AND WITHIN 24
HOURS AFTER ANY STORM EVENT GREATER THAN HALF AN INCH. PROMPTLY REMOVE
ALL SEDIMENT FROM DIVERSIONS AND OTHER WATER -DISPOSAL PRACTICES. IF
WASHOUTS OR BREAKS OCCUR, REPAIR THEM IMMEDIATELY. PROMPT MAINTENANCE
OF SMALL -ERODED AREAS BEFORE THEY BECOME SIGNIFICANT GULLIES IS AN
ESSENTIAL PART OF AN EFFECTIVE EROSION & SEDIMENTATION CONTROL PLAN.
IMMEDIATE CORRECTIVE ACTION MUST BE TAKEN FOR ANY DEVICE FAILURE. IF
SEDIMENT HAS BEEN OBSERVED TO HAVE BEEN DEPOSITED IN A STREAM OR WETLAND,
THE DIVISION OF WATER QUALITY MUST BE NOTIFIED WITHIN24 HOURS AND A WRITTEN
NOTICE PROVIDED WITHIN 5 DAYS.
SODDING
THE PURPOSE OF PERMANENT SEEDING IS TO PREVENT EROSION AND DAMAGE FROM
SEDIMENT AND RUNOFF BY STABILIZING THE SOIL SURFACE WITH PERMANENT VEGETATION
FOR THE PURPOSE OF:
-THE PROVISION OF IMMEDIATE VEGETATIVE COVER IN CRITICALAREAS
-TO STABILIZE DISTURBED AREAS WITH A SUITABLE PLANT MATERIAL
THAT CANNOT BE ESTABLISHED BY SEED.
-TO STABILIZE DRAINAGEWAYS & CHANNELS AND OTHER AREAS OF CONCENTRATED FLOW
WHERE FLOW VELOCITIES WILL NOT EXCEED THAT SPECIFIED GRASS LINING,
SODDING SPECIFICATIONS
SOD QUALITY
-SOD SHOULD BE MACHINE CUT AT A UNIFORM DEPTH OF 1/2-2 INCHES
-SOD SHOULD NOT HAVE BEEN CUT IN EXCESSIVELY WET OR DRY WEATHER,
SECTIONS OF SOD SHOULD BE STANDARD SIZE AS DETERMINED BY THESUPPLIER, UNIFORM
AND UNTORN.
SECTIONS OF SOD SHOULD BE STRONG ENOUGH TO SUPPORT THEIR OWN WEIGHT AND
RETAIN THEIR SIZE AND SHAPE WHEN UFTED BY ONE END,
-HARVEST. DELIVERY, AND INSTALLATION OF SOD SHOULD TAKE PLACE WITHIN
A PERIOD OF 36 HOURS.
SOI L AM ENDM ENTS-
APPLY LIME AND FERTILIZER ACCORDING TO SOIL TESTS OR APPLY 2 TONS/ACRE OF
PULVERIZED AGRICULTURAL LIMESTONE AND 1.000 LB/ACRE 10.10-10 FERTILIZER IN THE
FALL, OR 5-10-10 IN SPRING.
PRIOR TO LAYING SOD, CLEAR THE SOIL SURFACE OF TRASH, DEBRIS, ROOTS, BRANCHES,
STONES, AND CLODS LARGER THAN 2 INCHES IN DIAMETER, FILLOR LEVEL LOW SPOTS IN
ORDER TO AVOID STANDING WATER, RAKE OR HARROW THE SITE TO ACH IEVE A SMOOTH AND
LEVEL FINAL GRADE. COMPLETE SOIL PREPARATION BY ROLLING OR CULTIPACKING TO FIRM
SOIL.
SOD INSTALLATION-
S. MOISTENING THE SOD AFTER IT IS UNROLLED HELPS MAINTAIN VIABILITY,
STORE IN SHADE DURING INSTALLATION.
2. RAKE THE SOIL SURFACE TO BREAK THE CRUST JUST BEFORE LAYING SOD. DURING THE
SUMMER, LIGHTLY IRRIGATETHESOIL, IMMEDIATELY BEFORE LAYING SOD TOCOOLTHESOIL
AND REDUCE ROOT BURNING & DIEBACK.
3. DO NOT SOD ON GRAVE, FROZEN SOILS, OR SOILS THAT HAVE BEEN TREATED RECENTLY
WITH STERILANTS OR HERBICIDES.
4. LAY THE FIRST ROW OF SOD IN A STRAIGHT LINE WITH SUBSEQUENT ROWS PLACED
PARAL.LELTOAND BUTTING TIGHTLY AGAINST EACH OTHER. STAGGER STRIPS IN A BRICK -LIKE
PATTERN. BE SURE THAT THE SOD IS NOT STRETCHED OR OVERLAPPED AND THAT ALLJOINTS
ARE BUTTED TIGHTLYTO PREVENT VOIDS. USE A KNIFEOR SHARP SPADE TO TRIM AND FIT
IRREGULAR SHAPED AREAS.
5. INSTALLSTRIPS OF SOD WITH THEIR LONGEST DIMENSION PERPENDICULAR TO THE SLOPE.
ON SLOPES OF 3:1 OR GREATER, OR WHEREVER EROSION MAY BEA PROBLEM, SECURESOD
WITH PEGS OR STAPLES.
6. AS SODDING OF CLEARLY DEFINED AREAS IS COMPLETED, ROLLSOD TO PROVIDE GOOD
CONTACT BETWEEN ROOTS AND SOIL.
7. AFTER ROLLING, IRRIGATE UNTIL THE SOIL IS WET 4 I NCH ES BELOW THE SOD.
8. KEEP SODDED AREAS MOIST TO A DEPTH OF 4 INCHES UNTIL THE GRASS TAKES ROOT. THIS
CAN BE DETERMINED BY TUGGING ON THE SOD.
9. MOWING SHOULD NOT BE ATTEMPTED UNTIL THE SOD IS FIRMLY ROOTED, USUALLY 2-3
WEEKS.
SODDED WATERWAYS
1. PREPARE SOIL AS DESCRIBED ABOVE_
2. LAY SOD STRIPS PERPENDICULAR TO THE DIRECTION OF FLAW, WITH THE LATERALJOINTS
STAGGERED IN A BRICK -LIKE PATTERN. BUTT EDGES TIGHTLY TOGETHER,
MAINTENANCE -
AFTER THE FIRST WEEK, WATER AS NECESSARY TO MAINTAIN ADEQUATE MOISTURE IN THE
ROOT ZONE & PREVENT DORMANCY OF THE SOD.
DO NOT REMOVE MORE THAN ONE-THIRD OF THE SHOOT IN ANY ONE MOWING. GRASS HEIGHT
SHOULD BE MAINTAINED BETWEEN 2-3 INCHES UNLESS OTHERWISE SPECIFIED.
AFTER FIRST GROWING SEASON, ESTABLISHED SOD REQUIRES FERTILIZATION, AND MAYALSO
REQUIRE LIME. FOLLOW SOILTEST RECOMMENDATIONS.
PERMANENT SEEDING
THE PURPOSE OF PERMANENT SEEDING IS TO REDUCE EROSION
AND DECREASE SEDIMENT YIELD FROM DISTURBED AREAS, AND
TO PERMANENTLY STABILIZE SUCH AREAS IN A MANNER THAT IS
ECONOMICAL, ADAPTS TO SITE CONDITIONS, AND ALLOWS SELECTION
OF THE MOST APPROPRIATE PLANT MATERIALS. THESE AREAS
MUST BE SEEDED OR PLANTED WITHIN 15 WORKING DAYS OR 90
CALENDAR DAYS AFTER FINAL GRADE IS REACHED, WHEN TEMPORARY
STABILIZATION IS APPLIED, OTHERWISE STABILIZATION MUST OCCUR
WITHIN 7 DAYS,
PERMANENT SEEDING SPECIFICATIONS
SEEDING RECOMMENDATIONS FOR SUMMER
SEEDING DATES- APRIL TO JULY
SEEDING MIXTURE
SPECIES RATE
COMMON BERMUDAGRAS5 1011,000 SF (SPRIGS)
1-2 LB/1,000 SF (SEED)
SEEDING NOTES-
1. SPRIG OR SOD. MOISTURE IS ESSENTIAL DURING INITIAL
ESTABLISHMENT.
SOD MUST BE KEPT WATERED FOR 2-3WEEKS, BUT CAN BE PLANTED
EARLIER OR LATER THAN SPRIGS.
SOIL AMENDMENTS -
APPLY LIME AND FERTILIZER ACCORDING TO SOIL TESTS OR APPLY
3,000 LB/ACRE GROUND AGRICULTURAL LIMESTONE AND 500 LB/ACRE
10-10-10 FERTILIZER, OR 50 LB/ACRE NITROGEN FROM TURF -TYPE
SLOW -RELEASE FERTILIZER. ADD 25-50 LB/ACRE NITROGEN AT
2-3 WEEK INTERVALS THROUGH MIDSUMMER
SPRIGGING-
PL.ANT SPRIGS IN FURROWS WITH A TRACTOR -DRAWN
TRANSPLANTER,
OR BROADCAST BY HAND.
FURROWS SHOULD BE 4-6 INCHES DEEP AND 2 FEET APART.
PLACE SPRIGS ABOUT 2 FT. APART IN A ROW WITH ONE END
AT OR ABOVE GROUND LEVEL
BROADCAST AT RATES SHOWN ABOVE, AND PRESS SPRIGS INTO
THE TOP 1/2-2 INCHES OF SOIL WITH A DISK SET STRAIGHT
SO THAT SPRIGS ARE NOT BROUGHT BACK TOWARD THE SURFACE.
MULCH -
DO NOT MULCH.
MAINTENANCE -
WATER AS NEEDED AND MOW TO 3/4 TO 1-INCH HEIGHT.
TOPDRESS WITH 40 LB/ACRE NITROGEN IN APRIL, 50 LB IN MAY,
50 LB IN JUNE, 50 LB IN JULY, AND 25 LB IN AUGUST.
SCOPE OF DEMOLITION WORK
THE ITEM(S) TO BE REMOVED ARE SHOWN ON THE PROJECT DRAWINGS. UNLESS OTHERWISE SPECIFIED,
DEMOLITION SHALL BE DONE ALONG WITH ANY SPECIFIED CLEARING, GRUBBING, AND REMOVAL OF
OBSTRUCTIONS, AT A SATISFACTORY DISTANCE IN ADVANCE OF EARTHWORK AND/OR OTHER
SCHEDULED CONSTRUCTION, THE AREA ABOVE THE NATURAL GROUND SURFACE SHALL BE CLEARED OF
ALL VEGETATION SUCH AS TREES, LOGS, UPTURNED STUMPS, ROOTS OF DOWNED TREES, BRUSH,
GRASS, WEEDS, AND ALL OTHER OBJECTIONABLE MATERIAL INCLUDING CONCRETE OR MASONRY, WITHIN
THE FOLLOWING LIMITS:
A. AREA LIMITS FOR DEMOLITION, CLEARING AND GRUBBING
FOR STREETS, ROADS, PARKING AND LANDSCAPED AREAS, STRUCTURES AND ALL OTHER TYPES OF
CONSTRUCTION, THE DEMOLITION, CLEARING AND GRUBBING SHALL EXTEND TO AT LEAST 5 FT. OUTSIDE
OF THE DESIGNATED EXCAVATION AREA(S), UNLESS OTHERWISE SPECIFIED IN PROJECT DOCUMENTS.
B. WASTE TEMPORARY STORAGE AND DISPOSAL
THE CONTRACTOR MAY COLLECT DEMOLITION, CLEARING AND GRUBBING WASTES AT ONE
PRE ,APPROVED LOCATION ON THE SITE FOR COST EFFECTIVE LOADING AND HAULING. ALL MATERIALS
REMOVED SHALL BE DISPOSED AT LOCATIONS AWAY FROM TOWN PROPERTY, THE CONTRACTOR SHALL
MAKE HIS OWN ARRANGEMENTS FOR DISPOSING OF MATERIALS AND SHALL PAY ALL COSTS INVOLVED.
C. BURIED OBSTRUCTIONS
ALL EXISTING FOUNDATIONS, SUMPS, BURIED TANKS, PIPING AND ALL OTHER OBJECTIONABLE MATERIAL,
INCLUDING MASONRY AND CONCRETE RUBBLE, SHALL BE REMOVED FROM WITHIN THE LIMITS OF NEW
STRUCTURE(S) ANDIOR 3 FT. BELOW THE EXISTING GROUND SURFACE OR 6 FT. BELOW FINISHED GRADE,
WHICHEVER IS DEEPER, OF SURROUNDING OPEN AREAS. THE REMOVAL OF EXISTING UTILITIES
REQUIRED TO PERMIT ORDERLY PROGRESS OF WORK SHALL BE ACCOMPLISHED BY THE RESPECTIVE
UTILITY'S SUBCONTRACTOR(S), UNLESS OTHERWISE SHOWN ON THE PROJECT PLANS.
D. SPECIAL REQUIREMENTS FOR CONCRETE FACILITY REPLACEMENTS
CONCRETE FACILITIES SHALL BE REMOVED TO NEATLY SAWED EDGES WITH SAW CUTS MADE TO A
MINIMUM DEPTH OF 3.0IN. CONCRETE SIDEWALK OR DRIVEWAY APRONS TO BE REMOVED SHALL BE
NEATLY SAWED IN STRAIGHT LINES WHETHER PARALLEL TO THE CURB OR AT RIGHT ANGLES TO THE
ALIGNMENT OF THE SIDEWALK AS REQUIRED. NO SECTION OF SIDEWALK TO BE REPLACED SHALL BE
SMALLER THAN 30 IN. IN EITHER LENGTH OR WIDTH. IF THE SAW CUT IN SIDEWALK OR DRIVEWAY APRON
FALLS WITHIN 301N. OF A CONSTRUCTION JOINT, EXPANSION JOINT, OR EDGE, THE CONCRETE SHALL BE
REMOVED TO THAT JOINT OR EDGE. ALSO, WHERE THE SAW CUT FALLS WITHIN 12 IN. OF A SCORE MARK,
THE SAW CUT SHALL BE MADE IN AND ALONG THE SCORE MARK CURB AND GUTTER SHALL BE SAWED TO
A DEPTH OF 3.0 IN. ON A NEAT LINE AT RIGHT ANGLES TO THE CURB FACE. NO SECTION OF CURB AND
GUTTER TO BE REPLACED SHALL BE SMALLER THAN 5 FT. IN LENGTH. IF THE SAW CUT IN THE CURB AND
GUTTER FALLS WITHIN 5 FT. OF A CONSTRUCTION JOINT OR EXPANSION JOINT, THE CONCRETE SHALL BE
REMOVED TO THAT JOINT.
E. SEPTIC TANKS, CHEMICAL SUMPS AND TANKS, AND SEWERS
THE REMOVAL OF THESE AND RELATED ITEMS ALSO GENERALLY INVOLVE THE REMOVAL OF HAZARDOUS
MATERIALS. THE TOWN WILL PREPARE AND OBTAIN APPROVAL OF CLOSURE PLANS FOR EACH LOCATION,
WILL SUPPLY SPECIAL CONTAINERS INTO WHICH SOME HAZARDOUS MATERIALS SHALL BE PLACED AND
WILL PREPARE MANIFEST PAPERS FOR SHIPMENT. SOME OF THE DEBRIS CONSIDERED CLEAN, SHALL BE
HAULED TO REGULAR DUMP FOR DISPOSAL.
G. SEALING AND ABANDONING OF WELLS
NEITHER THE WORK OF SEALING AND ABANDONING WELLS NOR ANY OTHER WORK WITH POTABLE OR
GROUNDWATER OBSERVATION IS A PART OF THIS SECTION. SHOULD ANY UNSPECIFIED WELL BE FOUND
IN THE PROJECT WORK AREA, NOTIFY THE CONSTRUCTION ENGINEER.
H. APPLYING WATER, WETTING AGENTS AND DUST PALLIATIVES
1. EQUIPMENT
ALL EQUIPMENT USED FOR THE APPLICATION OF WATER SHALL BE EQUIPPED WITH POSITIVE
MEANS OF SHUTOFF THAT IS APPROVED BY THE LOCAL WATER AUTHORITY.
2. AVAILABILITY OF EQUIPMENT AND WATER
DURING ALL DEMOLITION OPERATIONS THAT CREATE, OR IS LIKELY TO CREATE ANY DUST, ONE MOBILE
UNIT WITH A MINIMUM CAPACITY OF 1,000 GAL. SHALL BE AVAILABLE FOR APPLYING WATER.
NEITHER TOWN POTABLE, NOR FIRE PROTECTION WATER SHALL BE USED.
3. WETTING AGENTS
IF SUCH WETTING AGENT IS USED, FURNISHING AND APPLYING THE WETTING AGENT SHALL BE AT THE
CONTRACTOR'S EXPENSE. THE PROPORTION OF WETTING AGENT TO WATER SHALL BE AS
RECOMMENDED BY THE MANUFACTURER, UNLESS OTHERWISE DIRECTED BY THE PROJECT ENGINEER.
4. DISTRIBUTION (SPRAYING)
THE RESULTING MIXTURE SHALL BE APPLIED WITH PRESSURE TYPE WATER DISTRIBUTOR TRUCK
EQUIPPED WITH A SPRAY SYSTEM OR PRESSURE TYPE ASPHALT DISTRIBUTORS AT AN APPROXIMATE
RATE OF FROM 0.2 GAL. TO 0.8 GAL.ISY.
1. WASTE, SPOIL AND SURPLUS MATERIALS
UNLESS OTHERWISE SHOWN ON THE PROJECT PLANS OR SUPPLEMENTAL SPECIFICATIONS, ALL WASTE
SPOIL AND SURPLUS MATERIAL, SHALL BE DISPOSED OF AWAY FROM LMMS PROPERTY AT THE
CONTRACTOR'S EXPENSE.
J. SAFETY DEMOLITION HOLES
COMPACTED BACKFILL OF HOLES SHALL BE IMMEDIATELY SURROUNDED BY SAFETY BARRICADES,
SHOULD HOLES IN STREETS, SIDEWALKS OR PARKING AREAS NEED TO BE QUICKLY MADE READY FOR
TEMPORARY TRAFFIC, REFER TO TRENCHING AND BACKFILLING.
DRAWING SCALE: 1"=20`
PROJECT NO.: P1023
DRAWING NO.: P1023-C3D
DATE: 6-27-12
DESIGNED DMR
CHECKED: DMR
1
REV'D SHEET SET #
7-20-12
PROJECT DEVELOPMENT SUMMARY:
��
CREATIVE ENGINEERING SOLUTIONS, PLLC
FIRM LICENSE: P-0970
262 MOTHER VINEYARD RD.
MANTEO [e-mail]
www.creativeengineeringobx,com
252.473.0038
T MOBILE,
MOBILE: [phone]
ENGINEER'S SEAL tl
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■ ■ '
9
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PROJECT NAME _a _ ��-� �, t �
ILVOrbi..'..
PAflow--
FAMILY DOLLAR STORE
FOR
COMMERCIAL PROPERTIES, INC.
2869 CARATOKE HWY.
CRAWFURRITUOCKDCOUNTYHNC
SCALE IC zo o Io za <° so
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DRAWING TITLE
EXISTING
CONDITIONS PLAN
DRAWING NUMBER
C-2
SHEET NUMBER
2 OF 7
NUM.
REVISION
DATE
...

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DRIVEWAY
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NOW OR FORMERLY
LOT 1
WILSON SNOWDEN SUBDIVISION
HELOU ENTERPRISES, INC.
(D,B. 527, PIS 375)
2859 CARATOKE HWY.
ZONING: GB
HVAC
10.0' —
CONDENSER PAD'
8' HIGH OPAQUE
FENCE W/ ACCESS—�
GATES AT EITHER
END
PROPOSED
COLLECTOR SWALE
8' WEDE 0
SIDEWALK
LEFT/RIGHT HAND
TURN LANE _
1 UPDATED BLDG. FOOTPRINT, SIDEWALKS, LANDSCAPING
DRAWING SCALE: "=20' 2 ADDED BOLLARDS, IRR METER, UPDATED SE CORNER LAI
PROJECT NO.: P1023
DRAWING NO.: P1023-C31D
DATE: 6-27-12
DESIGNED DMR
CHECKED: DMR
NUM. REVISION
COURTHOUSE RD. (NC 1242)
PROPOSED FIRE 50 LF. CULVERT PROPOSED EX- 18'# RCP
EX. DITCH WVnDAKET cvTcK,CrnK, INGRESS/EGRE59 ULVERT PIPE EX. DITCH
UT UT —
PROPOSED CURB
CUT
I s
`20,
H�
7-20-12 1 PROJECT DEVELOPMENT SUMMARY:
DATE
s
1_� . ...........
?y O'x35' SITE
DI
STANCE
to
�T TRIANGLE OW)
EX. TREES, TO BE
RETAINED
Cn EX. TREE HAMMOCK
CONSTRUCTED
/ WETLAND
6" AGGREGATE -
BASE COURSE
CO M PACTED TO
98% SPD
NOW OR FORMERLY
LOT 3
WILSON SNOWDEN SUBDIVISION
KINGFISHER COVE; INC.
(D.B. 23Q PG 466)
2883 CARATOKE HWY.
TONING: GB
10'x18' ASPHALT
LIGHT -DUTY
PARKING SPACE,
W/ 2' OVERHANG
& CURB STOP, AS
SHOWN, (TYP,
COLLECTOR SWALE
_ FLUME =`
25' R EX. COl CURB
EX. DROP INLET
GRATE ELEV:8.45 1
15"0 RCP IN/OUT:
5.50'
TRANSITION TO EXISTING
CURB & GUTTER
8" AGGREGATE
BASE COURSE
COMPACTED T(
98% SPD
8"
6" 2"R
6"
Concrete Pavement
18 �R
JOInt
Seal
L}" Exp. Joint and
L, Preformed Joint Filler
TYPE 'D' CONCRETE CURB
5" 1 6"
2"R
_\
t "
3R
J"R 7. Std.
L 6 Min.
4 V-0"
TYPE rF'
CONCRETE CURB AND GUTTER
a■ WAIN 11.11mrRFT1" 2" MIN- (COMPACTEDI
Pvp LSW 71c)
VARIES 1/2'
(SEE CONSTRUCTION [
PLANS FOR WIDTH) •+ 5: + ::U2-R
w• ."►• ;1 + rf.' •..' 'r
t,: ' S •..
SLOPE:296(MAXiMUM) '•'.. 's ..' •'•' .:.,.:. `:.-�;: .,. .,�i, •s.
4' (MINIMUM) 1/2' PRE FORMED 1j7 PRE FORMED
EXPL N EXPANSION
IONJOINT PAANRSIONJOINT
2" SAND CUSHION ON THOROUGHLY
COMPACTED SUBGRADE. TYPE "A" JOINT TYPE "B" JOINT TYPE "C" JOINT
W X 6" X WIAXWIA W.W.F., WHERE SIDEWALK ABUTS DRIVEWAYS
PLACED @ MID -DEPTH SECTION CLASS "A' CONCRETE AND CONCRETE CURBS, ETC,
CONCRETE SIDEWALK INSTALLATION DETAILS
NOT TO SCALE NOTES: (SEE PLAN FOR LOCATIONS)
TYPE'A" TYPEEl TYPE "A" 1. SIDEWALKS SHALL HAVE A 4' MINIMUMTHICKNESS
JOINT JOINT JOINT Z ALL SIDEWALKS WILL BE CONSTRUCTED A MINIMUM OF5 FEET
EXPANSION JOINT. EXPANSION JOINT. WIDE
3. ALL CONCRETE USED FOR SIDEWALKS SHALL BE A MINIMUM OF
1 •L s•
• � '+ • ti 3.500 PSE.
,t. '.'•.' .r.•
.t• ss 's' ��• • i � OUS PATH TO MAIN
' ti ' s�. '[. "i • 4� SIDEWALKS SHALL W RM A CONFINU
_ ;•y, Rf 4a; '�r. ..� 's .;•.' •� a .a ti r • +r, �' i''+•' �` • '.t:'.t :�, i; , :' ' : Y :r� :... it''� ' .v"`' re :.'• �� y ;ti `:� ENTRANCES OF FACIUMES.
;'•'�'•' Y:' '.Ir +' •' •' •'+. ''r••!:'-. a ':� .•F'fi•.St, .{�,a. .r.•. ��, t�.: ;':. •sir• r. �''a'' •'•�r�*w,:� j•
44 owl
.• J t {
CURB
5'-0' CONTROL JOINT.
20'-0' (MAXIMUM)
_.. _. ......_ `COMPACTED
SUBSOIL
LIGHT -DUTY PAVEMENT DETAIL
NOT TO SCALE
NOTE:
0.18 TO 0,45 GAL/SYD PRIME COAT ON AGGREGATE BASE COARSE
0.20 TO 0.50 GAL/SYD OF TACK COAT BETWEEN BITUMINOUS COURSES
1" MIN, CONCRETE 2' MIN. (COMPACTED)
SURFACE COURSE BINDER COURSE
Ill
TYPE Sll r- NCDOT TYPE "W
PLAN
TABLE OF SIDEWALK JOINTS
TYPE
LOCATION
20, CENTER TO CENTER ON SIDEWALKS,
+A•
P.C. AND R.T. OF CURVES.
JUNCTION OF EXISTING AND NEW SIDEWALKS,
DRIVEWAYS, AND SIMILAR STRUCTURES.
CENTER TO CENTER ON SIDEWALKS.
TABLE OF CONCRETE TYPE
•D'
LOCATION
REINFORCEMENT
B•
6'
DUMPSTER PAD & APRON
MECHANICAL EQUIPMENT
PADS & APRONS
#4 BARS 6 17OC EW
#4 BARS 6 17OCEW
4'
SIDEWALK{
6x6Wi-4xWi4
DUMPSTER WIDTH ILL BOLLARD SOLID W/
���ONC., FLUSH W/TOP
FIXED, 6" DIAMETE
STEEL PIPE BOLLARD 4'- 0'
12' CONCRETE PAD PAINTED YELLOW
+/- 3' TYP.APPROX. ENCLOSURE LOCATION
TO BE CONSTRUCTED OF 12' r~-
OPAQUE MATERIALS '4
PER UDC[ REQUIREMENTS
2" CHAMFER SIDES & '''
REAR 4000 PS
CONCRETE FOOTING
_I IIKI KII .a —
! II II
_1� - -'
-_.j L--DUMPSTER WIDTH
FRONT VIEW CONCRETE DUMSPTER PAD DETAILS
COMPACTED
SUBSOIL
HEAVY-DUTY PAVEMENT DETAIL
NOT TO SCALE
NOTE:
0.18 TO OAS GAL/SYD PRIME COAT ON AGGREGATE BASE COARSE
0.20 TO 0.50 GAL/SYD OF TACK COAT BETWEEN BITUMINOUS COURSES
Plan Symbol SITE LANDSCAPING LEGEND
SF
BF
PI
LT
58
12' CONCRETE PAD
8" PAD, 3,500 PSI CONCRETE
REINFORCED WTH #4 BARS 0 12" O.C.
PAD IS TO BE LEVEL
OLLARD TYP•
.4Rip
a• • '
i—
SIDE VIEW
EVEL COMPACTED SUBGRADE
Botanical Name
Common Name
Specified Size
Spacing:
_Quantity -
Canopy Trees:
rus calleryana
Callery Pear
2.5 cal -inch/ 8' min.
As Shown
4
Halesia Monticola
Mountain Silverbell
2.5 cal -inch/ 8' min-
As Shown
4
Understory Trees:
La erstroemia Natchez
White Flowering Crepe Myrtle
2 cal.- inch/ 8' min.
As Shown
2
Corpus Florida
Flowering Dogwood
2 cal.- inch/ 8' ruin.
As Shawn
2
Shrubs:
flex crenata 'microphylia
Littlel Japanese Holly
18" min.
5' O.C.
20
Ilex crenata 'convex&
I Convex& Japanese Holly
18" min.
5' O.C.
20
Ra hiole is indica
India Hawthorn
18" min.
5,O.C,
16
Taxus cus 'data
Japanese Yew
18" min.
5' O.C.
9
gWETLAND PLANT LEGEND
Botanical Name
Common Name
s ecified size
Spacing:
Quantity:
SHALLOW LAND
Shrubs:
Aral arbutifolia
Red Chokeberry
1 Gal.
5' O.C.
5
Coll amomum
Silky Dogwwod
1 Gal.
5' O.C.
10
Ilex glabil
Inkberry
1 Gal.
5' O.C.
5
Herbaceous:
BDehmeria cylindrica
False Nettle
Plug/Container stock
24" O.C.
60
Asclepias incarl
Swamp Milkweed
Plug/Container stock
24" 0-C.
92
Chelone glabra
White Turtlehead
Plug/Container stock
24" O.C.
S4
Lobelia cardinalis
Cardinal flower
Plug/Container stock
24" O.C.
70
SHALLOW WATER
Emergents:
Aeorus subcordatum
Sweetflag
Plug/Container stock
24' 0•C.
60
Iris virginica
Blue Flag Iris
Plug/Container stock
24" O.C.
68
Pontederia cordata
Pickerelweed
Plug/Container stack
24' O.C.
100
Saururus cemil
Lizard's Tail
Plug/Container stock
24" O.C.
75
SchoenopiIectus tabemaemontani
Soft stem bulrush
Plug/Container stock
24" O.C.
57
DEEP POOL
Floating Aquatic:
Nelumbo lute&
American Lotus
Col re- Root Stock
2' O.C.
46
Nuphar Ill ssp. advena
Yellow Pond -Lily
Cont./Bare-Root Stock
2' O.C.
38
NOT TO SCALE
FILL BOLLARD SOLID W/
CONC.. W/CONCRETE CAP
PAINTED SW4081
"SAFETY RED"
(SEE PLAN FOR LOCATONS)
FIXED, 6" DIAMETER
STEEL PIPE BOLLARD
PAINTED YELLOW
4'-_ 0"
^lr�„
V 4'
3,
4000 PS
CONCRETE FOOTING
12" SIDE VIRV
TYP. STANDARD BOLLARD DETAILS
NOT TO SCALE (SEE PLAN FOR LOCATIONS)
6" 6"
21
s
1" DIA. HOLE FOR 3/" X 30" LIS.
STEEL ANCHOR - 2 PER BUMPER u'
PLAN
3'-0"
3" 4„ 3" 211" 6r, 2
4" 4" T2�-I#N. REINF.
5 X 5'-6"
Ll,C
tar' �•, 8" "IT 11"
ELEVATION SECTION
CONCRETE WHEEL STOP
NO SCALE SECTION, ELEVATION, PLAN
FRONT VIEW
GENERAL NOTES:
L FENCING MUST BE PLACED OUTSIDE OF PAD. GATES SHALL
HAVE 12' CLEAR OPENING- FENCING SHALL BE INSTALLED ON
THREE SIDES WITH A GATE ON THE REMAINING SIDE.
UDO REQUIREMENTS:
1. DUMPSTERS SHALL BE SCREENED WITH AN ENCLOSURE,
FENCE OR WALL THAT REACHES 6 FEET IN HEIGHT OR THE
HEIGHT OF THE DUMPSTER WHICHEVER IS HIGHER.
2. GATES OR DOORS ON DUMPSTER ENCLOSURE SHALL BE
CONSTRUCTED OF OPAQUE MATERIAL
3. VEGETATION IS REQUIRED TO BE PLANTED OUTSIDE Of
THE ENCLOSURE.
CAP
rtEgvtiro
PARIC"s SIGN: R7-8 OR R7-SA GREEN -
i8' BORDER AND LEGEND WHITE -
i" BACKGROUND SUA - IN
ACCORDANCE W/ H/C STANDARDS
MAMMUM SIGN: R7-8D GREEN -
PENALTY BORDER AND LEGEND
s 250 WHITE - BACKGROUND
6" IAN
.ccaa"E I"
VAN ACCESSIBLE" SIGN
14 <o
r- 2" v
RADIUS CONIC. TOP
so 2500 PSI CONCRETE
3 iF+----� F—
iz
HANDICAP SIGN DETAIL
NOT TO SCALE (SEE PLAN FOR LOCATIONS)
ENGINEER'S SEAL
PROJECT NAME
DRAWING TITLE
,�,
PAKY0� � �
PROPOSED SITE
FAMILY DOLLAR STORE
DEVELOPMENT
FOR
CREATIVE ENGINEERING SOLUTIONS, PLLC
FIRM LICENSE: P-0970
r 06COMMERCIAL
PROPERTIES, INC..
PLAN
262 MOTHER VINEYARD RD.
Q,`
" fIi1F.F;
2869 CARATOKE HWY.
NT O, N. 27954
`��
CRAWFORD TOWNSHIP,
DRAWING NUMBER
SHEET NUMBER
i.
[e-mail]
��It111M11lat�l1`1
GRAPHIC CURRITUCK COUNTY
www.creativeengineeringobx.com
TEl 252.473,5566
"PRELIMINARY- DO
NOT USE FOR
SCALE: I D Ia zo 40 so
i" = zo•
C-3
MOBILE: [phone]
CONSTRUCTION"
- -' " P "f .,� K .rr .,r.. h.. -. _ rr - .,. .Pr .1. 1,.•.. ['�v � . T r7•iw rrsr �r- �' --1-T -'T'� . - - — - --

s..• - tea.'. - 'i - H 1 .i• -
NOTE:
A DRAINAGE MAINTENANCE
EASEMENT SHALL BE APPLIED TO ALL
OPEN SPACE AREAS, NOT
ENCUMBERED BY BUILT -UPON AREAS
OR SURFACE OF SUBSURFACE
(UTILITIES. ACCESS TO THE EASEMENT
AREA SHALL BE ACHIEVED
INTERNALLY, FROM THE BUILT UPON
SURFACES, OR FROM THE
ADJOINING RIGHT-OF-WAY
COURTHOUSE RD. (NC 1 242)
(60, R/Ng
12"0 HDPE OUTLET PIPE EMERGENCY OVERFLOW PROPOSED 18"0 RCP CULVERT, FX, I 0 RCP
PROPOSED 1" INV.: 7.5' SWALE, INV. IN: 9.SU, EX. 6"0 WL, CONNECT TO EX. CULVERT, MATCH EX CULVERT PIPE
WATER METER INV, OUT: 7.25' INV. OUT: 9.06t, ( SEE (LOCATION INV. IN, INV. OUT: 6.63', TRANSITION INV. IN: 7.16'
DETAIL) APPROXIMATE) 8 TO EX. DITCH FLOW LINE CE INV. OUT: 6.83'
UT UT T UT
VV W W W W
CD -
4CD
X AA
oX. ' , N I _ M 185.70' .... ._
M M. H„ EEP POOL SHALLOW LAITOB: SHALLOW WAPERM. PERM. POO�L _� TEMP�OOL• DEEP PCB IG
(nW 148 SF _ AREA, I A9 SF !FI 41i1n ARFA• 114II CF (fL. 8.0? fr,' VFI R A3 A
O
�1
r�l
OUTLET
STRUCTURE,(SEE
t'1
DETAIL
SF
$
PROPOSED 325 LF
OF 12"0 HOPE PIPE
INV. IN: 02-8,
ROOF GUTTER
NOW OR FORMERLY COLLECTION
LOT 1 SYSTEM, ALONG
WILSON SNOWDEN SUBDIVISION THIS SIDE ONLY,
HELOU ENTERPRISES, INC. TO DISCHARGE
(D.B. 527, PG 375) INTO VEGETATIVE o
2859 CARATOKE HWY, SWALE, TYP., (SEE
ZONING: GB DETAIL)
VEGETATIVE SY6WLE
�V 2 H.-V SLOPES
AVG,: 1.5' DEPTH
LONGITUDINAL SF
SLOPE: 0.12%,
PROVIDE TEMP.
SYNTHETIC
MATTING, (SEE INV.:8.45'
DETAIL)
PROPOSED 40 LF
OF 170 HDPE PE
INV. IN: 8.6
INV.OUT:8.Y
INV.
�ETATIVE �
AVG.: 1.5' DEPTH
LONGITUDINAL
SLOPE: 0211A
PROVIDE TEMP.
SYNTHETIC
MATTING, (SEE
DETAIL)
YY■iYWIW■i.,lla■i i■lalalllla�':.,,Y-, �
.�
=��''
EX TREE HAMMOCK
-DEEP POOL
IN
PROPOSED�
--SHALLOW
CULi
!
rWATER
��-RCP
r OUTLET
• : s
I=
I
1 1
THICKNESS 0.6'
IJ
_���II■,
_
!s■
DETAIL)
PERM, POOL
OUTLET
• •
• • ■Wo
I
I�
,
(SEE DETAIL)
BUILDING ROOF
RUNOFF FLOW
DIRECTION
11. 0 -1.5%
FFE: 1150'
INFLUENT LINE
SLOPE 0 1%
!; PS I
rA I I
M 0
o
EX. SIGN SA � r
14.6'
1D
- 1,500 GAL.
�1 H-20 RATED
SEPTIC TANK
1,000 GAL
H-20 RATED
PUMP TANK
1" 0 SCH 80 PVC
PIPE ENCASED IN
4"0 DIP
o �
v.�
00 �7 �.
EX. FIRE HYDRANT 1-4
W/ VALVE = _ Z - _ INV.:8.65'
EX CONC. CURB = 293,�gr r~��� I� J \ \ 100% REPAIR AREA O I 1
P�
PS ��\\
EX, 12"0 WL,
(LOCATION = E
APPROXIMATE)
ova I � i
SF5.81
(LOCATION
APPROXIMATE)
_ EX. CONC. CURB
& GUTTER
� O
� y
FX. SIGN ON 1fl
AIVFC
TEMP POOL:
(EL 8.83')
NOW OR FORMERLY
il- LOT 3
WIL.SON SNOWDEN SUBDIVISION
KINGFISHER COVE, INC.
(D.B. 230, PG 466)
2883 CARATOKE HWY,
RIP -RAP OUTLET ZONING: GB
PROTECTION,
La = 4'
Wi =5.25'
Wo �5.75'
THICKNESS = 0.6'
(SEE DETAIL)
i
�3:1
TTVE SV�
H:V SLOFf:S
AVG.: 1.S' DEPTH
LONGITUDINAL
SLOPE: 0.14%
PROVIDE TEMP.
SYNTHETIC
MATTING, (SEE
DETAIL)
zo
,___ zo
CLEANOUT (TYR)
TOP OF FILL SLOPE
ACTIVE L.P.P. DRAINFIELD
DESIGN Q =214 GPD
W/(4) 36 LF. LATERALS SPACED
C 5' OC IN SAND-BACKFILLEO
LL
TRENCH W/22- OF FILL
FINISHED ELEV.: 10.83' MSL
LATERAL DEPTH: 12" (SEE
DETAIL SHEET D-1)
TOE OF FILL SLOPE
_INV.:8.0'
_ 4"x4" P057 �� SF
N54o$o?gam
Y
DRAWING SCALE, 1"=20' -
PROJECT NO.; P1023
DRAWING NO,: P1023-01)
DATE: 6-27-12
DESIGNED DMR
CHECKED: DMR
1
2
US 168
CgR�4 TpK� y�
REV'D BLDG FOOTPRINT, GRADING, BMP
ED X-SECTION DETAIL. PLANTING DETAIL, CONST. SEQUE
REVISION
W
1 ` _ EX. CONC. CURB
EX. DROP INLET 1 -
GRATE ELEV: 8.45'
15'0 RCP IN/OUT: 1
S.
_
w_
/-20-12 PROJECT DEVELOPMENT SUMMARY:
Fil"i V.
2 2
COMPA TE
EMBANKMENT
2tf
Jtr� 3.1 SLOF r- OR
FLATTER
2G 12"
0
aq 18" P/BASIN TOP
TRAPIBASIN BOTTOM
3.5' MINIMUM GEOTEXTILE
FILTER FABRIC
( PLACED BENEATH
STONE APRON
5' MINIMUM
CONCRETE FLUME W! OUTLET PROTECTION
NOT TO SCALE
APPROVED SUITABLE FILL MATERIAL
COMPACTED TO 95% MAX. DENSITY
AS DETERMINED BY ASTM DI
TOP OF FlU OR PAVEMENT
3.
UNDISTURBED SOIL
IIII�
II II�
�I
SELECT BACKFILL MATERIAL CLASS lit OR
CLASS II, TYPE 1 ABOVE & BELOW SPRINGLINE
+
i
Ilil
I
BACKFILL SHALL BE PLACED IN 8' LAYERS
AND COMPACTED M 90R MAXIMUM DENSITY
AS DETERMINED BY ASTM D698 TO 12' ABOVE
DLA/4
=
TOP OF PIPE
I
II
VERT PIPE
/:•': ; 1.:: ; �.::: NOTES
HAUNCH ZONE- FULLY COMPACTED
• • s 1. E7USTING GRA(3E TO BE EXCAVATED IN SUCH A MANNER TO PROVIDE A SAFE WORK AREA.
PIPE D[A I.D./6 MM.
LOOSELY PLACED SELECT MATERIAL CLASS IN OR CLASS A NOT LESS THAN B° 2. AREA UNDER CONNECTION MUST BE OVEREXCAVATED TO ALLOW AMPLE WORK AREA
TYPE 1 FOR PIPE BEDDING. LEAVE SECTION DIRECTLY TO WRAP NON -WOVEN GEOTEXTILE
BENEATH PIPE UNCOMPACTED AS PIPE SEATING AND COMPACT AFTER PIPE IS *., NON -WOVEN GEOTEXlILI: TO BE WRAPPED AROUND CONNECTION WITH FULL SEAM OVERLAP
BACKFILL WILL ACCOMPLISH COMPACTION PLACED & PRIOR 7O PLACEMENT OF FILL TO PROVIDE FULL PROTECTION FROM SOIL INTRUSION.
4. CONNECTION AND PIPE TO BE 13ACKFiLLED PER ASTM D2321.
STANDARD CULVERT PIPE INSTALLATION DETAIL 5' ALL PIPE CONNECTIONS SHALT BE OF THE GASKETED SOIL TIGHT COUPLING TYPE.
NOT TO SCALE NCDOTSTE)300D01 CULVERT CONNECTION DETAIL
(FLEXIBLE H.D.P.E PIPE MUST BE DUAL WALL) NOT TO SCALE
Downspout, 4" Dia.
Schedule 4(} DRAWDOWN DEI/ICE, GROUT
AROUND STRUCTURE INLET GRATE ELEVAT10H
Insert downspout in riser 6' min. TO PROVIDE WATERPROOF wv. = s.S' NISL_
SEAT, (SEE DETAIL PR
LJ ELEVATION NOTE:
TEMPORARILY PLUG DEVICE AT
Stage 1 Construction Sequence: Wetland Facillty Condmiction
f
INSTALLATION AND REMOVE
1: Stabilise Draksaj/eArI Stormwater wetlands should only be constructed after
I
2 fL
ONCE SITE HAS BEEN
the contributing drainage area to the wetland is completely stabilized. If the
-
��
PERMANENTLY STABILIZED.
proposed wedand site will be used as a sediment trap or basin during the
Downspout Hangers---,�y
•
construction phase, the facility shall be de -watered, dredged and re -graded to
(BY OTHERS)
"r
design dimensions after the original site construction is complete.
Existing Ground Outlet Section
-
2rAssemble Constrvcti n Matwfbk on -site, make sure they meet design
spedfications, and prepare any staging areas
6' dia. Solid Sch 40 PVC
(last 10' Section)
& CAw and St* the project area to the desired sub -grade.
rnstaN Erosion and Sodknwv (E&V Cantrolls prior to construction, including
Riser unit - 6�' Dia.
4
temporary dewater(ng devices, sediment basins, and stormwater diversion
Schedule 40 PVC (non -perforated)
Instali a flap or fork type
_`
radices. All areas surrounding the wetland that are coded or denuded during
P 9 9 n9
2 ft.
with 90, elbow.
construction of the wetland are to be planted with turf grass, native plant
JJJ
self cleaning (or
_
materials or other approved methods of soil stabilization. Grass sod is preferred
?
Slope% equivalent) animal guard
over seed to reduce seed colonization of the wetland. During construction the
y
wetland must be separated from the contributing drainage area so that no
sediment flows into the wetland areas.
S• Excavate the Con Trenchfee the Embankment and InstaiY the SpI1A■W Pie .
Elev. 885
� 2 ft
�
r-
.
aU
B6TTOM ELEVATM
@iV. = 7.5' MSL
& Mstall the Riser or DvMbw S&Ucture and ensure that the top invert of the
Elev. $75'
. .
overflow weir is constructed level and at the proper design elevation.
Corrugated plastic tubing (" diam„
7.• Construct the Embankment and anylntarnmfBemtt in 8 to 12-inch lifts and
meeting the requirements of ASTM F
compacted with appropriate equipmen
riate elevation and desired contours are
& Excavat■yt^irada until the appropriate
DOWNSPOUT OUTLET DETAIL405, Heavy Duty CPT.
12^HOPE PIPE, SEE PLAN
FOR INV. ELEVATIONS
achieved for the bottom and side slopes of the wetland. This is normally done by
NOT TO SCALE (LOCATIONS AS DENOTED ON PLAN)
'roughing up' the interim elevations with a slid loader or other sirnilar equipment
OUTLET STRUCTURE DETAIL
to achieve the desired topography across the wetland. Spot surveys should be
made to ensure that the interim elevations are 3 to 6 inches below the final
THREADED PLUG
NOT TO SCALE (LOCATIONS AS DENOTED ON PLAN)
elevations for the wedand.
Y-0 x3'-0" BRICK OR PRECAST DROP INLET W/ FRAME AND GRATE
9 lAstall Mkro-ropographk Featwus and SafAmerrdmarts within wetland ).
0.5 X TY 6" DIA. PVC DRAWDOWN 6'�" TE
AND 6" EXTENDED BASE, AS SHOWN
�fThe planting soil should be a high organic content loam or sandy Loam, placed by
MIN
SEE PLAN
a
mechanical methods, and spread by hand. Plaming soil depth of should be at least
PER#i POOL ELEVAT■7■r
4 inches for shallow wetlands. No machinery should be allowed to traverse over
, aor M L "
the planting soil during or after construction. Planting soil should be tamped as
directed in the design specifications, but it should not be overly compacted.
°
DIA. PVC PIPE w/CAP, i
DRILL a HQU THRU CAR
T 1 _
After the planting soil is placed, it should be saturated and allowed to settle for at
a p
'
PIPE SUPPORTED BY EARTHEN AS
STABILIZE SWALE W/
least one week prior to installation of plant materials.
P p
• . • • •
•O • •
'o °� o
IELEVNvl MS<
BANK SECTION, (AS SHOW). IV
BERMUDA GRASS
Jk Construct the Ernergwwy Spr7 wvy in cut or structurally stabilized soils.
SI: Install Outet Plebes
�`
o
a
3AWMN.
l�I.
32.• Stablt7x'e Egmsad Sorts with temporary seed mixtures appropriate for a
ILy
• ROCK d50 • , � f �' , 4EEP POOL BOTTOM ELEVAWN
50% SHALL 8E LARGER THAN • INV. - sa MSL
wetland environment. All wetland features above the normal pool elevation should
. 4' MiNIMUM DIAMETER ►�pa�� SEE PLAN DRAWDOWN DEVICE DETAIL
be temporarily stabilized by hydro -seeding or seeding over straw.
0 a,DQ o\lo"
1
NOT TO SCALE (LOCATIONS AS DENOTED ON PLAN)
&2. Stage 2 Construction Sequence: Establishing the Wetland Vegetation
a •
I& Finalise the Wetland &mdsrwplrrg P&n. At this stage the engineer, shall work
'
DEPTH: AVG. (SEE PLAN)
to refine the initial wetland landscaping plan aftcYthe stormwater wetland has
�i p e o
SIDE SLOPE 31
been constructed. Several weeks of standing time Is needed so that the designer S
can more precisely predict the following two things:
• Where the inundation zones are located in and around the wetland; and
• Whether the final grade and wetland microtopography will persist over time. PLAN OVERFALL
This allows the designer to select appropriate species and additional soil ELEVATION
amendments, based on field confirmation of soils properties and the actual depths
and inundation frequencies occurring within the wetland.
14 Open Up the Wetland CbnnccMwr. Once the final grades are attained, the
pond and/or contributing drainage area connection should be opened to allow e -
the wetland cell to fill up to the normal pool elevation. Gradually inundate the
"a
wetland erosion of unplanted features. Inundation must occur in stages so that 'd' ° a • 2-L
deep pool and high marsh plant materials can be placed effectively and safely.
Wetland planting areas should be at least partially inundated during planting to FILTER RECEIVING
promote plant survivability. ELEVATION
15, hfaasure and Stake Akn&V Depths at the onset of the planting season. MATERIAL
Depths in the wetland should be measured to the nearest inch to confirm the THICKNESS {T) _ (SEE PLAN)
original planting depths of the planting zone. At this time, it may be necessary to MIN. STONE DIA. - 6"/ MAX. STONE DIAr 9"
modify the plan to reflect altered depths or a change in the availability of wetland
plant stock. Surveyed planting zones should be marked on the as -built or design SECTION
plan, and their locations should also be identified in the field, using stakes or flags.
16.• Propagate the Shmmmah w Wetland . Three techniques are used in NOTES:
combination to propagate the emergent community over the wetland bed: 1. 'La' = LENGTH OF APRON. DISTANCE:'La' SHALL BE OF SUFFICIENT LENGTH
L A Wua/ PlanfJng of Conferrer -Grown Wetland Plant Snick. The transplanting
window extends from early April to mid -June. Planting after these dates is quite TO DISSIPATE ENERGY, (SEE PLAN FOR LENGTH).
chancy, since emergent wetland plants need a full growing season to build the
root reserves needed to get through the winter. If at all possible, the plants should 2. APRON SHALL BE AT A ZERO GRADE AND ALIGNED STRAIGHT.
be ordered at least 6 months in advance to ensure the availability and on -time
LONGITUDINAL SLOPE: (SEE PLAN)
STABILIZE WITH TIFWAY BERMUDAGRASS
TYPICAL_=COLLECTOR SWALE SECTION
NOT TO SCALE y (LOCATIONS AS DENOTED ON PLAN)
ELEV. 9.83' MAX. WS ELEV.
3 =3
8" rock lining
OVERFLOW ELEV.: 9.5 r - -��
SHWL-] V
Q z rock lining as per
detail above
compacted
embankment
delivery of desired species. 3�.
Seed Mixes. The higher wetland elevations should be 3. FILTER MATERIAL SHALL BE GEOTEXTILE FILTER FABRIC OR 6 THICK
2. Broadcasting Nkdand
established by broadcasting wetland seed mixes to establish diverse emergent MINIMUM GRADED GRAVEL LAYER. WETLAND PLANTING DETAIL
wetlands. Seeding of switchgrass or wetland seed mixes as a ground cover is NOT TO SCALE (LOCATIONS AS DENOTED ON PLAN)
recommended for all zones above 3 inches below the normal pool elevation. Hand
broadcasting or hydroseeding can be used to spread seed, depending on the size PIPE OUTLET PROTECTION/ENERGY DISSIPATOR EMERGENCY SPILLWAY DETAIL
of the wetland cells, including the downstream rip -rap apron protection. NOT TO SCALE SEE PLAN FOR LOCATION
17: Plant the Wetland Fringe and SuflferAret. This zone generally extends from SCATS: NONE LOCATION AS NOTED ON PLAN
1 to 3 feet above the normal pool elevation (from the shoreline fringe to about
half of the maximum water surface elevation for the 2-year storm). Consequently,
plants in this zone are infrequently inundated (5 to 10 times per year), and must 112'
be able to tolerate both wet and dry periods.
OVERFLOW SPBLWAY
(SEE DETAIL) OUTLET STRUCTURE
9.3. Construction inspection (SEE DETAL)) FIN. GRADE ELEV.: 9.63' (FLOOD VOLUME P )
Construction inspections are critical to ensure that stormwater wetlands are
properly constructed and established. Multiple site visits and inspections are } I T _ _ _ J,
recommended during the following stages of the wetland construction process -! 1 3 12 ' 1 ' 1 ' ""' - - - �lill=
Pre -construction meeting �D SHALLOW LAND ELEV_ 8Q 1 r - 1 SHALLOW LA V 8 " r L SHALLOW LAND ELEV_ 80 wi a 3 I INFLOW
• Initial site preparation (including installation of project E&S controls) 1 � � SHALLOW 3 1 - - 3 SHALLOW WA R 3 1 1-I1 wi t E_� i 1-1 { L 3 SHALLOW WATER 3 - - - t I - I _1 �1
I 11=1I .. .. - = I - ^. f
{ II kk 1L, 1-1t1
Excavation/Grading(e-g.,interimlfinalelevations] -J1 1i TIE I. wArER - = T_ II IIE=lI ELEV.:7.5',==11-I IFII I-L�II_ -I1-I ��� i=i-T-[I�I -. ii LEv:7.s II I I elf=if=lt=q1I "ti
�'
-1jfi f PEEP Pool ELEV.: 7.5' - I =1 - 111= I I �I I �I �I Ir..P�r�l� �H -I I !=1 II111--I # =1 i I I I I I �- i L1L f- E�,�r , 4 I -L IlLffl �I �I I Ii �EEP Ppat Wetland installation (e.g., microtopography, sail amendments and staling of I E - 1 �II���I =_ -�II1- 1L - IIf=�II I I E i 1= _I }J��-I E I- -I I- ji= ��I I �=111 it -I ! I l I_ 11 E i I i E _� I- JLI=ILL I I i i I� i ! ?�plarrtingzones) �f=11�11=14 I li fl Il IIL-II TII�Il11:11�11111111=till=1!1=11=f1 4E III Il Il�ll�i I III (III II 111=11 I i! (III Ill=ll�ll-:! i1 II i! II
• Planting Phase (with an experienced landscape architect or wetland expert} SYNTHETIC OR CLAY LINER l LT BOTTOM ELEV_ 5�tr= ��11 � I ���II IFI II l_i ill i fl�IlE _Ii1= � JJ�-)� LIJr 1� L l i -il ll= j =1 �I gpTTOMELEV_ 5A
• Final lnspecdon(developapunchlistforfacilityacceptance) W/INFILTRATION RATE HI-€{I-1}_I1=1i I II II EE Ilh-II III T�II II ii r UPI -Ilrill�Il III ITV l -I 1 �IE�ilCll=ll- f=11 €I II II I I II 11�111=11 III ! H�II II II iILll lri-II II II-,I-ft-I�. {
OF LESS THAN 0.01 IN/HR
9.1. Fertilization W/4^ PLANTING SOIL LAYER SYNTHETIC OR CLAY LIVER
SEE SPECIFICATIONS W/ INFILTRATION RATE
Insert dry fertilizer tablets or spikes near plants at the time of installation. No (DEEP POOL ONLY) CONSTRUCTED WETLAND DETAIL SECTION B OF LESS THAN ao1IN/1-9
supplemental fertilizing shall occur after initial installation. W/4" PLANTING SOIL LAYER
SCALE: 1"=10 LOCATION AS NOTED ON PLAN SEE SPECIFICATIONS
9.2. First Year Ma(ntename Operations
83' (DEEP POOL ONLY)
lnkW Jrnspectibm During the first 6 months following construction, the site 24' 57
should be inspected at least twice after storm events that exceed 1/2 inch of (FLOODFIN. GRADE ELEV.: )
rainfall. 4' 20' 24 16' 15'
Spot ReseadhiSL Inspections should look for bare or eroding areas in the rr ! III 1I STABILIZED
contributing drainage area or around the wetland buffer, and make sure they are ' „L II I _J1 INLET -r
I I I SHWL; &0 R Sgvv_L 80
immediately stabilized with grass cover. IILy- 31 A WATER fir^' sHA OW WA' R ' (�-�°$ T !' "' 3
Watark■¢ Trees planted in the buffer and on wetland islands and peninsulas need �I-_ ��C I ELEV: 75 7.5',:ffl III . INV. IN: In' ` FOREBAY SEC7rOt�
wateringduri the first growing season. Watering should occur eve three daysI III I i 1_ INV. OUT: 7.5'
n9 g ng 9 every Tl 1T�E� IIljll I� -11 i III 1JT
.TIE=1 11 1 /ELEV--
I I I �f I I- r 1 -LI-1 I I- I-� BOTTOM ELEV.: 635 �-_ '- i I -Ifor the first month and a half, or until fully established, and then weekly during , _ - _
SYNTHETIC OR CLAY LINER�l I -I III -I I -I I I r I I f= I I IW11111J&1F11&FF1P91 I11the first growing season (April - October}, depending on rainfall. ! i IF,_ I_1� L-11f L- I - III I; f=Reinforram+nt A Construction mntrads should include a care and WiINFILTRATION RATE -I I-1=1 I - JL I Jjl I�j_TI-OF LESS THANMMIN/HA, •011FI1Awl III=11�I:�il=11�11�11�11�11�111-e1=III=11-II II I 1=1# II�Ii 111-Y€ lit=it Il-}I1=11�i�E�lll=ll ll ll l ll ll�ll�
replacement warranty extending at least two growing seasons after initial planting, w/4" PLANTING SOIL LAYER L8"• C1u\4RZ_ME
to selectively replant portions ofthe wetiandthat fail tofill inorsurvive, SEE (DEEP ATIOI
WV. OUT. CONSTRUCTED WETLAND DETAIL (SECTION A)
{DEEP POOL ONLY) ILO, OUT:7.(Y
SCALE: 1"40 LOCATION AS NOTED ON PLAN
ENGINEER'S SEAL PROJECT NAME_DRAWING TITLE
CARFAf-4 PROPOSED
TT
WWILU- IONS �- tisp.9 FAMILY DOLLAR STORE GRADING,
L r
CREATIVE ENGINEERING SOLUTIONS, PLL14 '16' COMMERCIAL PROPERTIES, INC. DRAT NAG E & UTILITY
FIRM LICENSE: P-0970 i • `
262 MOTHER VINEYARD RD. i •'. rl�E� 2869 CARATOKE HWY. PLAN
MANTEO, N.C. 27954 '�i • . • • CRAWFORD TOWNSHIP
[e-mail] �Et�� CURRITUCK COUNTY, NC
www.creativeengineeringobx.com „ I I11111GRAPHIC 20 D 10 20 40 DRAWING NUMBER SHEET NUMBER
PRELIMINARY- DO SCALE:
: 252.473.5566 NOT USE FOR 1" 20
MOBILEC-4 4 OF
7
MOBILE: 25z475.0038 (`(] N VTR I 1 f TTC) N"
rf 71 lr :: I ► ��...,{, �' .....-. .. .. .... .,r ,. .i:. �.. .Ir ,1 iti.,', ' 4:.- +. ,. ! .�./� _ -
',{•art} r•«,. � •r rnis �r -r�
4- t'.l• a i:Laai4 i.l'J _-i~ -_

HANDICAPPED 9GN
f -SEE DETAIL Tf'J6 SHEET
6" STROKE
(PMCA")
HANDICAP STALL STRIPING
NOT TO SCALE (SEE PLAN FOR LOCATION)
S
4" WIDE TRAFFIC W l[TE
STRIPE (TYPICAL)
------------
SCORE FULL WIDTH OF
CURB AND GUTTER ---
PLAN
AREA STRIPPED AND THEFT TEMPORARILY SEDER,
LISING EITHER BONDED FIRER MATRICES OR HYDRO
SEEDLING TECFN'IQUES
i'
•��i::
STRAW MULCIBMCx
L FOR AREAS OF SITE WITH LESS THAN 30% SLOPE;
2-3 BALES OF STRAW EQUALS 2-114CI{ES OF
STRAW MULCH OVER 1D00 SQARE HE
2 MULCH SHALL BE WEED FREE STRAW.
TO PROVIDE TEMPORARY SOIL STABILIZATION BY PLAN74G GRASSES
AND LEGUMES TO AREAS THAT WOULD REMAIN BARE FOR MORE THAN
7 CALENDAR DAYS WHERE PERMANENT COVER 15 NOT NECESSARY OR APPROPRIATE
LAND DISTURBANCE & STABILIZATION DETAIL
FRONT
STANDARD METHOD OF ENDING
3'
MOUNTABLE
CURB AND GUTTER
BERM(6"MIND
NOT TO SCALE
50' MINIMUM
EXISTING
5:1
EARTH FILL.
*" GEOTEXTILE CLA55 'C OR BETTER -'-
PIPE AS NECESSARY
6"
SIDEWALK IT STD)
MINIMUM 6" OF 2"-3' AGGREGATE OVER
OAl {MIN}
LENGTH AND DTH OF STRUCTURE
WI
3
z' °ETTLT"BLE
aoa iMAx) EXISTING GROUND PROFILE VIEW
WARNIM Dana G.o2 (MAX) {
O.os
042 (NORM)
DROP CURB
(STD, 2'-6- CURB
0.04 (NORM)
" 50' MINIMUM
T
& GUTTER SHOWN)
4"
LENGTH
1`
F12:1
�RIIP
10' M#N.
SECTION R-R
111111
-
. _ 12' MINIMUM 10'MIN.
�- -
EXISTING
SIDEWALK
6'-0" a . 6'-0"
_
PAVEMENT
ELEVATION
CURB Mild CURB
TOP OF tul:8
- WIDTH
TRANSIIIOhI DRIP TRANSITION
_
CURB
NOTES
i. DETECTABLE WARNING SHALL CONSIST OF RAISED TRUNCATED DOMES MANUFACTURED
BY "COTE-L INDUSTRIES, INC.'. CALLED "SAM-TRAX", WITH POLYURETHANE COATING
"DURABAK", OR APPROVED EQUAL APPLIED ON SMOOTH (NON -GROOVED) CLEAN CON-
CRETE RAMP, AND SHALL CONFORM TO THE DETAILS IN THE PLANS AND IN ACCORD-
ANCE WITH MANUFACTURER'S SPECIFICATIONS AND INSTALLATION INSTRUCTIONS.
2. ALL DETECTABLE WARNING AREAS SHALL START AT BACK OF CURB, BE 24 INCHES IN
DEPTH AND COVER THE COMPLETE WIDTH OF THE RAMP AREA 48 INCHES MIN..
3. 70% VISUAL CONTRAST IS REQUIRED. THE COLOR SHALL BE AN INTEGRAL PART OF THE
DETECTABLE WARNING MATERIAL, AS SPECIFIED ON THE PLANS, COLOR TO BE DETER-
MINED BY THE TOWN STAFF, SAFETY YELLOW IS THE DEFAULT COLOR.
4` DETECTABLE WARNING SURFACE:
APPLIED A COATING OF "DURABAK" SLIP -RESISTANT POLYURETHANE COATING TO THE
SMOOTH, CLEAN CONCRETE SURFACE, ON TOP OF THE POLYURETHANE COATING APPLY
TRUNCATED DOMES FROM A'SAFTY-TRAX" CONTACT SHEET. ON TOP OF THE TRUN-
CATED DOMES AND INITIAL POLYURETHANE COATING PLACE THREE ADDITIONAL COATS
w
O
OF DURABAK POLYURETHANE COATING. COLOR TO BE DETERMINED BY TOWN STAFF
THE PLANS SAFETY YELLOW IS A DEFAULT COLOR.
OR AS SPECIFIED ON ,
I5 ION F PED-
CTABLE WARNING SHALL BE ALIGNED IN THE DIRECT 0
ALL RAMPS AND DETECTABLE
ESTRIAN TRAVEL AND DIRECTED TOWARD RAMP.
VARIABLE SLOPES NOT GUTTER
TO EXCEED 12:1 (933%)
SECTION S-S
NOTE: A PORTION OF ONE OR BOTH RAMPS
MAY EXTEND OUTSIDE THE RETURN.
RAMP WIDTH AREA
IS VARIABLE
p Q b 0 0 0 0A5 R
z © Q O O ° o.OZR
b
N
O g 0 0 0 0
2.35'
0.Z0"
N
T DETECTABLE PRECAST
CLASS "B"
WARNING DOMES CONCRETE
ALTERNATE MATERIAL
MAY BE SUBSTITUTED PROVIDED THE
HE T PRODUCT IS ON T OWN'S APPROVED MANUFACTURER UST
HE MANUFACTURER'S
AND T FACT RER'S PRODUCT AND INSTALLATION
SPECIFICATIONS ARE FOLLOIAM
TYPE "A" WHEELCHAIR RAMP
NOT TO SCALE
F
Y
+✓
SINGLE TREE
PLAN VIEW_
10`i MIN.
f-
CONSTRUCTION ENTRANCE SPECIFICATIONS
1. LENGTH - MINIMUM OF 50'
2. WIDTH -12' MINIMUM, SHOULD BE FLARED AT THE EXISTING ROAD TO PROVIDE ATURNING
RADIUS.
3. GEOTEXTiLE FABRIC (FILTER CLOTH) SHALL BE PLACED OVER THE EXISTING GROUND PRIOR TO
PLACING STONE.
4- STONE - CRUSHED AGGREGATE (2' TO 3") OR RECLAIMED OR RECYCLED CONCRETE EQUIVALENT
SHALL BE PLACED AT LEAST 6" DEEP OVER THE LENGTH AND WIDTH OF THE ENTRANCE.
5. SURFACE WATER - ALL SURFACE WATER FLOWING TO OR DIVERTED TOWARD CONSTRUCTION
ENTRANCES SHALL BE PIPED THROUGH THE ENTRANCE, MAINTAINING POSITIVE DRAINAGE. PIPE
INSTALLED THROUGH THE STABILIZED CONSTRUCTION ENTRANCE SHALL BE PROTECTED WITH A
MOUNTABLE BERM WITH 5:1 SLOPES AND A MINIMUM OF 6' OF STONE OVER THE PIPE. PIPE HAS
TO BE SIZED ACCORDING TO THE DRAINAGE. WHEN THE SCE IS LOCATED AT A HIGH SPOT AND
HAS NO DRAINAGE TO CONVEY A PIPE WILL NOT BE NECESSARY. PIPE SHOULD BE SIZED
ACCORDING TO THE AMOUNT OF RUNOFF TO BE CONVEYED. A 6" MINIMUM WILL BE REQUIRED.
CONSTRUCTION ENTRANCE
8. LOCATION - A STABILIZED CO E SHALL BE LOCATED AT EVERY POINT
WHERE CONSTRUCTION TRAFFIC ENTERS OR LEAVES A CONSTRUCTION SITE. VEHICLES LEAVING
THE SITE MUST TRAVEL OVER THE ENTIRE LENGTH OF THE STABILIZED CONSTRUCTION ENTRANCE.
CONSTRUCTION ENTRANCE
NO SCALE LOCATION AS NOTED ON PLAN
It TER,
ALLOW THIN LAYER OF SOIL
/G TO COVER BALL
TWICE RADIUS ROOT BALL TO BE 1/3 - W
OF BALL ABOVE EXISTING GRADE
--� BASED ON SOIL DRAINAGE
2' UM ,/� IMPORTED TOP SOB
PINEE STRAW
AW OR BARK _.,, rt( 14�1► ..._
Ali. � _1 _ � � .. - ...- .. I-. •--11=
NOT TO SCALE (SEE PLAN FOR LOCATIONS)
ALL SHRUBS/GROUNDCOVER
5' TO BE TRIANGULAR SPACING
r O.C. SPACING, SEE PLANT UST FOR (O.C.) SPACING.
4'
PLANT SPACING DETAIL
NOT TO SCALD:
TRUNK 0 (IN.) PROTECTION ZONE RADIUS (FT)
4 5
6 7.5
8 10
12 15
16 20
20 25
STEEL T POST
(FACTORY PAINTED)
ORANGE UV RESISTANT,
rHIGH - TENSILE STRENGTH,
POLY BARRICADE FABRIC (TYPIC.AL)
I J--E%tSTING PLANT
/ r-UMIT OF CANOPY, DRIPUNE
PLAN VIEW OF PROTECTIVE FENCING
AROUNDSINGLE TREE- EXPAND AS NECESSARY
TOP VIEW
HIGH VISIBILITY PLASTIC MESH FENCING HIGH VISIBILITY PLASTIC MESH FENCING
PROTECTIVE FENCING:
ORANGE VINYL CONSTRUCTION FENCING, CHAIN LINK FENCING, SNOW FENCING OR OTHER SIMILAR FENCING AT LEAST FOUR FEET (4') HIGH AND
SUPPORTED AT A MAXIMUM OF TEN -FOOT (19) INTERVALS BY APPROVED METHODS SUFFICIENT ENOUGH TO KEEP THE FENCE UPRIGHT AND IN PLACE.
THE FENCING SHALL BE OF A HIGHLY VISIBLE MATERIAL, AND SHALL HAVE A TREE PROTECTION SIGN AFFIXED TO THE FENCE EVERY TWENTY (20) FEET IN
METHOD OF TREE PROTECTION DURING CONSTRUCTION SUCH A MANNER TO BE CLEARLY VISIBLE TO THE WORKERS ON -SITE.
NOT TO SCALE
DRAWING SCALE: 1 "=20'
PROJECT NO.: P1023
DRAWING NO.: P1023-C3D
DATE: 6-27-12
DESIGNED DMR
CHECKED: DMR
1
2
NUM,
LOCATION AS PER PLANS PRIOR TO CONSTRUCTION:
THE CONTRACTOR OR SUBCONTRACTOR SHALL CONSTRUCT AND MAINTAIN, FOR EACH PROTECTED TREE OR GROUP OF TREES ON A CONSTRUCTION
SITE, A PROTECTIVE FENCING WHICH ENCIRCLES THE OUTER LIMITS OF THE CRITICAL ROOT ZONE OF THE TREES TO PROTECT THEM FROM
CONSTRUCTION ACTIVITY. ALL PROTECTIVE FENCING SHALL BE IN PLACE PRIOR TO COMMENCEMENT OF ANY SITE WORK AND REMAIN IN PLACE UNTIL ALL
EXTERIOR WORK HAS BEEN COMPLETED.
UPDATED SHEET SET #, ADDED O & M INFORMATION I 7-20-12 I PROJECT DEVELOPMENT SUMMARY:
ADDED SILT FENCE, MATTING, & CONST. ENTRANCE DETAILS 1 8-15-12
REVISION
DATE
PLAN VIEW
DECIDUOUS TREE
STANDARD WATERPROOFTREE WRAP
(DECIDUOUS TREES ONLY)TO
2ND BRANCH
3' OR WIDER NYLON WEBBING
W/ METAL GROMMETS
12 GA. GALV. STEEL WIRE,
DO NOT PULL TAUT. -all
6' LONG STAKES, 2'x 2' OR 2 y2
D IAM. WOOD. OR STEEL T-POSTS,
TWO PER TREE (DECIDUOUS TREES)
SPECIFIED BACKFILL
COMPACTED SUBGRADE
(GUY AND STAKE DECIDUOUS TREES 6'
2" AND LARGER CALIPER AND
CONIFEROUS TREES OVER 4' HT.) Tz :1
EVERGREEN TREE
PRUNE ONLY DEAD OR DAMAGED
WOOD. DO NOT PRUNE
FLUSH TO BRANCH. LEAVE
SLIGHT STUB.
12 GA. GALV. STEEL GUY WIRE,
ATTACH TO 24" MIN. STEEL
T-POST OR REBAR STAKE, 3 PER
TREE, DO NOT PULLTAUT.
t
a
FLEX -PIPE BARK PROTECTOR
SET ROOT BALL 2 "_4' ABOVE FINAL GRADE
REMOVE1 K ENTIRE BASKET AND
d
BURLAP FROM TOP/3OFROOTBAL.L
AND ANY TWINE OR WIRE.
WHITE PVC AROUND WIRETO MARK
AND PREVENT PEOPLE FROM
TRIPPING OVER WIRE.
4' DEPTH WOOD CHIP MULCH
12' 6' HIGH SAUCER AROUND PLANT
24' MIN. STEEL T-POST OR #4 REBAR
STAKE, FLUSH W/ GRADE, THREE
PER TREE (EVERGREEN TREES)
fmp Lo 25DX M 6 /a0 86-5'
GENERAL LANDSCAPING NOTES:
1. THE LANDSCAPE CONTRACTOR SHALL GRADE PLANTING BEDS AS REQLmtm TO
PROVIDE POSITIVE DRAINAGE AND PROMOTE OPTIMUM PLANT GROWTH.
2. ALL PLANTING SHAU. BE DONE IN ACCORDANCE WITH THE NORTH CAROLINA
NURSERYMEN'S AND GROWER'S ASSOCIATIONS APPROVED PRACTICES
3. ALL PLANTS SHALL BE FERTILIZED WITH AGRIFORM 20-10.5 TABLETS AS PER THE
MANUFACTURERS SPECIFICATIONS IN CONJUNCTION WITH NOTE N S.
4. THE PLANTING SOIL SHALL BE THE APPROXIMATE PROPORTIONS AS FOLLOWS: 50% SAND
AND 50% ORGANIC MATERIAL CONSISTING OF NATIVE PEAT, WELL -DECOMPOSED
SAWDUST, LEAF MOLD AND TOP SOIL IT SHALL PROVIDE A GOOD PLIABLE AND
THOROUGHLY MIXED MEDIUM WITH ADEQUATE AERATION, DRAINAGE AND
WATER -HOLDING CAPACITY. IT SHALL ALSO BE FREE OF AL EXTRANEOUS DEBRIS,, SUCH
AS ROOTS, STONES, WEEDS, ETC
S. ALL PLANTING AREAS SHALL RECEIVE A 3" LAYER OF RECYCLED HARDWOOD LOG MULCH,
WHICH IS TO BE WATERED -IN AFTER INSTALLATION.
6. THE PLANT MATERIAL SCHEDULE IS PRESENTED FOR THE CONVENIENCE OF THE
LANDSCAPE CONTRACTOR. IN THE EVENT OF A DISCREPANCY BETWEEN THE PLAN AND
THE PLANT KEY, THE PLAN SHALL PREVAIL.
7. PLANTS SHALL MEET SIZECONTAINS AND SPACING SPECIFICATIONS ANY , R MATERIAL
NOT MEETING SPECIFICATIONS SHALL BE REMOVED AND REPLACED AT THE
CONTRACTOR'S EXPENSE.
& ALL TREE AND SHRUB LOCATIONS ARE SUBJECT TO CHANGE ALL LOCATIONS SHALL BE
APPROVED BY THE LOCAL MUNICIPALITY ZONING REPRESENTATIVE PRIOR TO PLANTING.
9. THE LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR EXAMINING FULLY BOTH THE
SITE AND THE BID DOCUMENTS, DISCREPANCIES IN THE DOCUMENTS OR THE ACTUAL
SITE CONDITIONS SHALL BE REPORTED TO THE PROJECT MANAGER IN WRITING AT THE
TIME OF BIDDING OR DISCOVERY. NO ACCOUNT SHALL BE MADE AFTER CONTRACT
COMPLETION FOR FAILURE TO REPORT SUCH CONUMN, OR FOR ERRORS ON THE PART
OF THE LANDSCAPE CONTRACTOR AT THE TIME OF BIDDING.
10, THE LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR SECURING ALL NECESSARY
APPLICABLE PERMITS AND LICENSES TO PERFORM THE WORK SET FORTH IN THIS PLAN
SET AND THE SPECIFICATIONS.
1L PLANT MATERIAL SHALL BE BID AS SPECIFIED UNLESS UNAVAILABLE AT WHICH TIME THE
PROJECT MANAGER WILL BE NOTIFIED BY TELEPHONE AND IN WRITING OF INTENDED
CHANGES.
12. ANY AND ALL QUESTIONS CONCERNING THE PLAN SET AND/OR SPECIFICATIONS SHALL
BE DIRECTED TO THE PROJECT MANAGER.
13. THERE SHALL BE NO ADDITIONS, DELETIONS OR SUBSTITUTIONS WITHOUT THE WRITTEN
APPROVAL. OF THE PROJECT MANAGER
14. THE LANDSCAPE CONTRACTOR SHALL GUARANTEE, IN WRITING, PLANT SURVIVABILITY
FOR A PERIOD OF TWELVE (12) MONTHS FROM FINAL ACCEPTANCE BY THE PROJECT
12" 1, 1,
MANAGER.
MIN. 2 ROOTBALL 2
15. ALL DIMENSIONS TO BE FIELD -CHECKED BY THE LANDSCAPE CONTRACTOR PRIOR TO
ROOTBALL ROOTBALL
LANDSCAPE MATERIAL INSTALLATION. DISCREPANCIES SHALL BE REPORTED IMMEDIATELY
OLA DIA
TO THE PROJECT MANAGER
16. ALL MATERIALS MUST BE AS SPECIFIED ON THE LANDSCAPE PLAN. IF MATERIALS OR
LABOR DO NOT ADHERE TO SPECIFICATIONS, THEY WILL BE REJECTED BY THE PROJECT
DECIDUOUS A N D EVE RG RE E N
MANAGER INSTALLATION PROPER INSTALTION CARRIED OUT BY LANDSCAPE CONTRACTOR AT
NO ADDITIONAL COST.
TREE PLANTING AND GUYING DETAIL
TO D I THEPROSPECD BY THE CATION NSTALLING CONTRACTOR UNLESS
17. ALL ONE VMITS P NECESSARYSPECIFICALLY
OTHERWISE SPECIFICALLY STATED IN THE SPEClFECATIONS
STATED
18 EDOSTL SQ
NOT TO SCALE
NG D SHALL BE REMOVED AS NECESSARY TO ACCOMODATE NEW PLANTINGS
(SEE PLAN FOR LOCATIONS) 19. ANY EXISTING SOD AREAS THAT ARE UNNECESSARILY DISTURBED DURING THE
LANDSCAPE INSTALLATION SHALL BE RESOODED TO MATCH EXISTING.
20. THE LANDSCAPE CONTRACTOR WILL. BE RESPONSIBLE FOR THE COLIECFKK REMOVAL,
AND PROPER DISPOSAL OF ANY AND ALL DEBRIS GENERATED DURING THE
INSTALLATION OF THIS PROJECT.
POSTS MUST BE 1.33 LB/LINEAR FT. STEEL WITH
WHEN STANDARD STRENGTH FILTER FABRIC
1. USE SYNTHETIC FILTER FABRIC OF AT LEAST 95%BY WEIGHT OF POLYOLEFINS OR
A MIN. LENGTH OF 5'. POST SHALL HAVE PROJECTIONS
IS UTILIZED WIRE FENCING MUST ALSO BE
POLYESTER WHICH I5 CERTIFIED BY THE MANUFACTURER AS CONFOR NG TO
TO FACILITATE FASTENING OF FILTER FABRIC,
INSTALLED ON UPSTREAM SIDE OF POSTS.
THE REQUIREMENTS IN ASTM D 6461. FILTER FABRIC SHAU CONTAIN
EXTNED MAX. 24" ABOVE EXISTING GRADE TO
ULTRAVIOLET RAY INHIBITORS AND STABILIZERS TO PROVIDE A M4NIMUMi OF 6
BOTTOM OF TRENCH.
MONTHS OF EXPECTED USABLE CONSTRUCTION LIFE AT A TEMPERATURE RANGE
OF 0 TO 120"F.
INSTALL POSTS B' D.C. MAX WHEN EXTRA STRENGTH
FABIRC WITH WIRE FENCE IS UTILIZED.
2. CONSTRUCT THE SEDIMENT BARRIER OF GEOTEX 105F EXTRA STRENGTH
SYNTHETIC FILTER FABRIC OR EQUAL ENSURE THAT THE HEIGHT OF THE
MIN. 14 GA
SEDIMENT FENCE DOES NOT EXCEED 24 INCHES ABOVE THE GROUND
WIRE FENCING
SURFACE
STEEL POSTS ONLY
MAX. 5' X 5' SPACING
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 4 FT
MINIMUM OVERLAP TO THE NEXT POST.
N
4. SYNTHETIC FILTER FABRIC SHALL BE FASTENED SECURELY TO EACH FENCE
POST WITH MIN. 50 LE. TENSILE STRENGTH WERE OR ZP TIES AT TOP,
MID -SECTION AND BOTTOM, FABRIC HEIGHT SHALL BE BETWEEN 18" MIN. TO
24' MAX. ABOVE GROUND LEVEL ON THE UPSLOPE SIDE OF THE POSTS
EXTRA STRENGTH FILTER FABRIC W/6' POST SPACING SHALL BE SECURELY
FASTENED DIRECTLY TO POSTS,
24"
112 INCHES OF FILTER FABRIC SHALL BE BURIED IN AN EXCAVATED TRENCH
APPROXIMATELY 4 INCHES WIDE AND 8 INCHES DEEP ALONG THE PROPOSED
LINE OF POSTS AND UPSLOPE FROM THE BARRIER. BACKFILL TRENCH WITH
MECHANICALLY COMPACTED SOIL PLACED OVER THE FILTER FABRIC DO NOT
CONSTRUCT 4" W X B"D U
ATTACH FILTER FABRIC TO TREES
TRENCH ALONG ENTIRE
UPSTREAM SIDE OF FENCE
6. SILT FENCE SHALL BE INSPECTED AT LEAST ONCE A WEEK & AFTER EACH
STEP 1
STEP 2
RAINFALL EVENT. MAKE ANY REPAIRS IMMEDIATELY, SHOULD THE FABR�
COLLAPSE, TEAR DECOMPOSE OR BECOME IPIEFFECTNE REPLACE IT PROMPTLY.
7. REMOVE SEDIMENT DEPOSITS AS NECESSARY TO PROVIDE ADEQUATE STORAGE
VOLUME FOR THE NEXT RAIN AND TO REDUCE PRESSURE ON THE FENCE. TAKE
FASTEN THE FILTER FABRIC TO THE UPSTREAM
BACKFILL THE TRENCH AND COMPACT THE SOIL
SIDE OF POSTS OR WIRE FENCE IF UTILIZED.
FIRMLY TO ANCHOR THE BOTTOM OF THE SILT
CARE TO AVOID UNDERMINING THE FENCE DURING CLEANOUT.
EXTEND FABRIC B" DOWN & 4" FORWARD ALONG
FENCE. BURIED FABRIC SHALL NOT BE VISIBLE.
THE TRENCH.
&REMOVE ALL FENCING MATERIALS AND UNSTABLE SEDIMENT DEPOSITS AND
BRING THE AREA TO GRADE AND STABILIZE IT AFTER THE CONTRIBUTING
DRAINAGE AREA HAS BEEN PROPERLY STABEIZED.
STEEL POSTS
N
r'
A
WIRE FENCE
~'::::;:•..
v FILTER FABRIC
'•'��'�`'"`►!a':'�Ic�i��`tai•���
WIRE OR PLASTIC TIES
r
; `� •
z W OTT
B DM OF WIRE FENCE
r
•.�x
2
AND FILTER FABRIC BURIED
IN EXCAVATED TRENCH
w'
a
STEEL POST DRIVEN
AR
24" INTO GROUND
STEP 3
STEP 4
SECTION A -A
TYPICAL SILT FENCING DETAIL
NOT TO SCALE LOCATION AS NOTED ON PLAN
SLOPE SURFACE SHALL BE SMOOTH BEFORE PLACEMENT IF THERE IS A BERM AT THE TOP OF SLOPE, ANCHOR
FOR PROPER SOIL CONTACT UPSLOPE OF TH E BERM -�
ANCHOR IN 6"x6"MIN.
TRENCH AND STAPLE AT
STAPLING PATTERN AS PER MANUFACTURER'S 12" INTERVALS
RECOMMENDATIONS
MIN, 2" OVERLAP /
0
S' STEEL POSTS WIT EMBEDMENT, (MN.)
CLOTH,19-GA HARDWARE
(OPENINGV4 MESH
SHALLOW . E
.■■ ■c
O
o
MIN. 6 OVERLAP
a �O
STAPLE OVERLAPS MAX. 5' SPACING • 57 WASH D STRIVE PLACED TO A HE
21 H:V SIDE 9APE
16" MIN. ABOVE TOP OF BOX
DO NOT STRETCH BLANKETS/MATTINGSBRING MATERIAL DOWN TO LEVELTIGHT ALLOW THE AREA, TURN THE END UNDER 4"
ROLLS TO MOLD TO ANY IRREGULARITIES AND STAPLE AT 12' INTERVALS CONSTRUCTION SPECIFICATIONS
1. UNIFORMLY GRADE A SHALLOW DEPRF-SSION AROUND INLET.
LIME, FERTI LJZE AND SEED BEFORE INSTALLATION. 2. DRIVE 6 STEEL POSTS 2-FT INTO GROUND SURROUNDING INLET. SPACE POSTS EVENLY AROUND INLET,
PLANTING OF SHRUBS, TREES, ETC. SHOULD OCCUR AFTER MAX. 4' SPACING.
FOR SLOPES LESS THAN 3H:1V, ROLLS MAY BE PLACED IN INSTALLATION. 3. SURROUND POSTS WAMREMESH HARDWARE CLOTH. SECUREWIREMESH TOTHESTEEL POSTS AT
HORIZONTAL STRIPS TOP,MIDDLE & BOTTOM. PLACE A 7 FLAP OF WARE UNDER GRAVEL FOR ANCHORING.
4. PLACE CLEAN GRAVEL (NCDOT #5 OR 057 STONE) ON A 2:1 SLOPETO AHMGHT OF 1e AROUND BARRIER
AND SMOOTH TO EVEN GRADE
5, ONCE CONTRIBUTING DRAINAGE AREAS IS STABILIZED, REMOVEEACCUMULATEI1 SED MENT, & ESTABLISH
FINAL GRADE,
REINFORCED STABILIZATION MATTING INSTALLATION 8. COMPACT THE AREA PROPERLY& STABIUZEVOGROUNDG'OVER,
NOT TO SCALE SLOPE INSTALLATION DROP INLET BARRIER INSTALLATION
NOT TO SCALE LOCATIONS AS NOTED ON PLAN ISOMETRIC VIEW
ENGINEER'S SEAL PROJECT NAMEJF
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►4GArrri,,,� FAVIRY0
I ►� Rd
:7 IONS
FAMILY DOLLAR STORE
FOR
CREATIVE ENGINEERING SOLUTIONS, PLLC COMMERCIAL PROPERTIES, INC.
FIRM LICENSE: P-0970
262 MOTHER VINEYARD RD. `. 1�E,tiQ.` 2869 CARATOKE HWY.
MANTEO, N.C. 27954 CRAWFORD TOWNSHIP
[e-mail] /j ��CURRITUCK COUNTY NC
rI4I Il 111�� GRAPHIC
www.creativeengineetingobx.com "PRELIMINARY- DO SCALE: zD D +0 20 40
TEL/FAX:252R73.5566 NOT USE FOR 1'-7b'
MOBILE: 252A75.0038 CONSTRUCTION" - _
DRAWING TITLE
GENERAL SITE
DETAILS
Ito DRAWING NUMBER
i I C-6
SHEET NUMBER
6 of 7
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