SW7090603_APPROVED PLANS_20091125

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO. SW 79��
DOC TYPE ❑ CURRENT PERMIT
APPROVED PLANS
❑ HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
YYYYMMDD

Developer:
SECHRIST MANAGEMENT GROUP, LLC
3670 Virginia Avenue
Collinsville, VA 24078
Telephone: [phone]
Contact: Charles Sechrist
E-mail: chorles.sechrist®sfswendys.com
Civil En qin eer:
STOCKS ENGINEERING, PA
1100 Eastern Avenue
Nashville, NC 27856
Telephone: [phone]
Fax: 252.459.819 7
Contact: J. Kevin Varnell
E-mail: kvornell®stocksengineering.com
Construction Plat General Notes:
1. This plan must be approved by the Town of Edenton prior to construction of any
street, water and/or sanitary sewer, storm drainage or other site improvements on this
plan.
2. All improvements shall conform to the Town of Edenton's Land Development Code
and the Manual of Specifications and Details.
3. No land disturbance shall take place until DENR approves an Erosion and
Sedimentation Control Plan.
4. Disturbed area is in excess of 1 acre and formal Sedimentation & Erosion Control
plan approval was required as a condition of construction plan approval. A copy of
the approved erosion control plan must be kept on site at all times. The approved
requirements;
Sedimentation &Erosion Control Plan should be regarded as minimum
additional measures shall be put in place as needed to insure that no sediment is
released from the site.
5. A water permit is not required.
6. Payment of water and sewer services fees may be due prior to setting of taps or
meters, contact Town of Edenton to determine applicable fee(s).
7. The contractor shall make arrangements with the local utility authority for
connection to the existing mains. Do NOT operate any existing valves without the
permission of the Town of Edenton.
8. Omitted.
9. No 404 wetland permits are required for the construction of this project.
10. Record drawings for all utilities shall be prepared in accordance with Town
standards and provided prior to final plat approval.
11. Copies of all permits and approved plans must be kept on site in a permit box
that is conspicuously located and easily accessible during construction. This includes
approved construction plans, approved erosion control plans, encroachment agreements,
driveway permits, water/sewer permits, etc.
12. The contractor shall be responsible for all work zone traffic control in or
adjacent to the NCDOT right-of-way. All signs, pavement markings and other traffic
control devices shall conform to the Manual on Uniform Traffic Control Devices
(MUTCD), 2003 edition, as amended.
13. Electrical service to be underground.
14, The building setback lines shown on this plat are for the Engineer's use in
establishing minimum lot frontages at the setback line and for reserving sufficient
building area. Building contractors are to verify lot line setbacks before setting forms
or digging footings.
15. Fire Protection water supply system including fire hydrants, shall be installed and in
service prior to recording the subdivision, or if no subdivision is involved, the placing of
combustible building materials for structures or combustible pre -tested fabricated
building assemblies on the project site or utilizing them in the construction of building
structures. If phased coordination is planned, coordinate installation of the fire
protection water system is permitted.
16. Fire department vehicular access to all structures under construction shall be
provided at all times. In areas where ground surfaces are soft or likely to become soft,
hard all weather surface roads shall be provided and maintained.
17. Address Numbers, both Commercial and Residential, must be posted on the front
of the structure nearest to the main entrance in a position to be plainly legible,
visible, and unobstructed from the street or road fronting the property.
18. Any change or deviation from this plat, prior to or during construction, will
cause addressing and/or street names to be re-evaluated with possible subsequent
change.
19. For installation of gas services, contact Eastern N.C. Natural Gas.
20. Any relocation of existing utilities will be at the cost of the developer/owner.
The Town will not accept responsibility for damages to curb and gutter or street
improvements if installed prior to underground services, nor will the Town absorb the
cost for borings to install underground services, pavement patching or damages to
landscaping. These will be the responsibility of the developer/owner.
21. All signage shall meet requirements of Town Ordinance.
22. Contractor is not to interfere with or close public traffic ways without permission
of governing authorities. Contractor is not to interfere with adjacent private facilities.
23. Contractor to locate and identify underground utilities passing through work area
prior to commencement of excavation. If utilities are encountered in areas other than
identified, contractor should immediately notify utility companies and the Engineer to
amend the project record to show actual locations.
24. Contractor is to protect existing utilities indicated to remain and is not to
interrupt existing utilities without prior written approval from owner.
25. Owner/developer to secure and pay for the services of a geotechnical engineer and
follow all recommendations of the Geotechnical Report.
26. All rock excavation, over excavation, dewatering and removal or replacement of any
other unsuitable condition shall be included to bring the site to a suitable condition for
construction.
27. Provide light broom finish on all sidewalks and slabs, perpendicular to foot traffic
unless otherwise indicated.
28. Provide medium broom finish on all sidewalk ramps, perpendicular to traffic unless
otherwise indicated.
29. All concrete and parking areas at acceptance by owner will be "new" condition, or
will be replaced at the expense of the contractor.
30. Base course and surface course material must have a density of 94% and 96%
respectively (ASTM D1559).
31. Curbs shall be straight and true in cross section. Form and screen accurately with
template.
32. Space expansion joints 30'-0" OC maximum.
33. Space construction joints 10*-0" OC maximum.
34. Expansion joint filler to be non -extruding bituminous type. Install expansion joint
filler to full depth of concrete. Recess edge of filler to depth indicated to receive joint
sealant.
35. A light broom finish shall be used on all horizontal curb surfaces and all vertical
surfaces shall be formed.
36. General contractor to determine exact location, height, and type of site lighting
with the owner. Locations shown on this plan are representative only. Site contractor
to coordinate electrical conduits to each light with general contractor if needed.
37. All cleanouts in driving surfaces are to be ductile iron with brass caps.
38. All pavement striping to be thermoplastic.
39. All Heavy Duty Rigid pavement in Drive-Thru lane must be reinforced internally
with 6" X 6" wire mesh.
INDEX
CV COVER SHEET
C-1 DEMOLITION PLAN
C-2 SITE AND UTILITY PLAN
C-3 GRADING AND DRAINAGE PLAN
C-4 STORMWATER BMP PLAN
C-5 EROSION AND SEDIMENTATION
CONTROL PLAN
C-6 EROSION AND SEDIMENTATION
CONTROL NOTES & DETAILS
C- 7 LANDSCAPING PLAN
STORMWATER
APPROVE DXn.
N7p'FH,^ ^_'_IN4ENVIRDNviENTAL
MANAGEMENT .COMMIS' ;t,N
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NOTES:
EXISTING FEATURE
TO BE REMOVED
1. PUMP DRY, CRUSH AND BACKFILL SEPTIC
SYSTEMS ON —SITE. CONTACT JOHN MORGAN
OF CHOWAN COUNTY ENVIRONMENTAL HEALTH
DEPARTMENT AT 252.482.6023 W/QUESTIONS.
2. REMOVE RIP —RAP THAT CONFLICTS WITH DRIVEWAY,
CURB —GUTTER AND DRAINAGE PIPE INSTALLATION
AS SHOWN ON DRAWING C-2 LEAVE RIP —RAP THAT
DOES NOT CONFLICT WITH THE INSTALLATION OF THESE
IN PLACE AS ARMOR FOR SPILLWAY OF HAMPTON INN
SWALE AREA.
SCALE: 1" = 30'
0 30 60 75 90 105 120
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VICINITY MAP - NTS
r BEFORE YOU DIG
CALL TOLL FREE
1 800 632 4949
NORTH CAROLINA
ONE -CALL CENTER
6'-8" HIGH SCREENI
W/DOUBLE ACCESS
TO MATCH BLDG.
Construction Plat General Notes:
1. This plan must be approved by the Town of Edenton prior to construction of any
street, water and/or sanitary sewer, storm drainage or other site improvements on this
plan.
2. All improvements shall conform to the Town of Edenton's Land Development Code
and the Manual of Specifications and Details.
3. No land disturbance shall take place until DENR approves an Erosion and
Sedimentation Control Plan.
4. Disturbed area is in excess of 1 acre and formal Sedimentation & Erosion Control
plan approval was required as a condition of construction plan approval. A copy of
the approved erosion control plan must be kept on site at all times. The approved
Sedimentation & Erosion Control Plan should be regarded as minimum requirements;
additional measures shall be put in place as needed to insure that no sediment is
released from the site.
5. A water permit is not required.
6. Payment of water and sewer services fees may be due prior to setting of taps or
meters, contact Town of Edenton to determine applicable fee(s).
7. The contractor shall make arrangements with the local utility authority for
connection to the existing mains. Do NOT operate any existing valves without the
permission of the Town of Edenton.
8. Omitted.
9. No 404 wetland permits are required for the construction of this project.
10. Record drawings for all utilities shall be prepared in accordance with Town
standards and provided prior to final plat approval.
11. Copies of all permits and approved plans must be kept on site in a permit box
that is conspicuously located and easily accessible during construction. This includes
approved construction plans, approved erosion control plans, encroachment agreements,
driveway permits, water/sewer permits, etc.
12. The contractor shall be responsible for all work zone traffic control in or
adjacent to the NCDOT right-of-way. All signs, pavement markings and other traffic
control devices shall conform to the Manual on Uniform Traffic Control Devices
(MUTCD), 2003 edition, as amended.
13. Electrical service to be underground.
14. The building setback lines shown on this plat are for the Engineers use in
establishing minimum lot frontages at the setback line and for reserving sufficient
building area. Building contractors are to verify lot line setbacks before setting forms
or digging footings.
15. Fire Protection water supply system including fire hydrants, shall be installed and It.
service prior to recording the subdivision, or if no subdivision is involved, the plocino of
combustible building materials for structures or combustible pre -tested fabricated
building assemblies on the project site or utilizing them in the construction of building
structures. If phased coordination is planned, coordinate installation of the fire
protection water system is permitted.
16. Fire department vehicular access to all structures under construction shall be
provided at all times. In areas where ground surfaces are soft or likely to become soft,
hard all weather surface roads shall be provided and maintained.
17. Address Numbers, both Commercial and Residential, must be posted on the front
of the structure nearest to the main entrance in a position to be plainly legible,
visible, and unobstructed from the street or road fronting the property.
18. Any change or deviation from this plat, prior to or during construction, will
cause addressing and/or street names to be re-evaluated with possible subsequent
change.
19. For installation of gas services, contact Eastern N.C. Natural Gas.
20. Any relocation of existing utilities will be at the cost of the developer/owner.
The Town will not accept responsibility for damages to curb and gutter or street
improvements if installed prior to underground services, nor will the Town absorb the
cost for borings to install underground services, pavement patching or damages to
landscaping. These will be the responsibility of the developer/owner.
21. All signage shall meet requirements of Town Ordinance.
22. Contractor is not to interfere with or close public traffic ways without permission
of governing authorities. Contractor is not to interfere with adjacent private facilities.
23. Contractor to locate and identify underground utilities passing through work area
prior to commencement of excavation. If utilities are encountered in areas other than
identified, contractor should immediately notify utility companies and the Engineer to
amend the project record to show actual locations.
24. Contractor is to protect existing utilities indicated to remain and is not to
interrupt existing utilities without prior written approval from owner.
25. Owner/developer to secure and pay for the services of a geotechnical engineer and
follow all recommendations of the Geotechnical Report.
26. All rock excavation, over excavation, dewatering and removal or replacement of any
other unsuitable condition shall be included to bring the site to a suitable condition for
construction.
27. Provide light broom finish on all sidewalks and slabs, perpendicular to foot traffic
unless otherwise indicated.
28. Provide medium broom finish on all sidewalk ramps, perpendicular to traffic unless
otherwise indicated.
29. All concrete and parking areas at acceptance by owner will be "new" condition, or
will be replaced at the expense of the contractor.
30. Base course and surface course material must have a density of 94% and 96%
respectively (ASTM D1559).
31. Curbs shall be straight and true in cross section. Form and screen accurately with
template.
32. Space expansion joints 30'-0" OC maximum.
33. Space construction joints 10'-0" OC maximum.
34. Expansion joint filler to be non -extruding bituminous type. Install expansion joint
filler to full depth of concrete. Recess edge of filler to depth indicated to receive joint
sealant.
35. A light broom finish shall be used on all horizontal curb surfaces and all vertical
surfaces shall be formed.
36. General contractor to determine exact location, height, and type of site lighting
with the owner. Locations shown on this plan are representative only. Site contractor
to coordinate electrical conduits to each light with general contractor if needed.
37. All cleanouts in driving surfaces are to be ductile iron with brass caps.
38. All pavement striping to be thermoplastic.
39. All Heavy Duty Rigid pavement in Drive-Thru lane must be reinforced internally
with 6" X 6" wire mesh.
6" DIA. DIP BOLLARDS FILLED
�W/CONCRETE (4)
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5
;ATES
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5
24'
TOP VIEW
)TES:
PAD SLOPED TO DRAIN
DRAIN 2" TRAP WITH 3" HORIZONTAL BRANCH
CONCRETE TO BE 4000 PSI 0 28 DAYS
PROVIDE HOT & COLD WATER OUTLETS PER
HEALTH CODE
AREA LIGHT MUST BE PROVIDED EARLY MORNING
AND OFF HOUR PICK UP
ENTIRE DUMPSTER PAD TO BE REINFORCED
BY #4 REBAR (2' ON CENTER)
V SIDE VIEW
DUMPSTER PAD DETAIL
NOT TO SCALE
RELOCATE EXISTING
ROAD SIGN OUTSIDE
DRIVEWAY RADIUS.-
_OfRHEAO Cg7P RR
CONCRETE TO BE AIR -ENTRAINED
LOW SLUMP 3,000 P.S.I. O 28 DAYS.
SPILL LIP
CONCRETE TO BE AIR -ENTRAINED
LOW SLUMP 3,000 P.S.I. O 28 DAYS.
STANDARD 24" CURB and GUTTER
NOT TO SCALE ( ON -SITE )
DIRECTIONAL
NOT TO SCALE
1/2" RADIUS O NO
4" SF9.5A ASPHALT
HEAVY DUTY
FLEXIBLE PAVEMENT
NOT TO SCALE
4" SF 9.5A
ASPHALTq� ,,�,�^
8" CABC
�I
COMPACTED-�- -II0�
SUBGRADE
(DUMPSTER PAD &
DRIVE THRU LANE)
HEAVY DUTY
RIGID PAVEMENT
NOT TO SCALE
66" 00 THICK
PSI CON
® 28 DAYS ,, ,.
" THICK
4" CABC
Tj
COMPACTED- -
SUBGRADE
20"
_L
ARROW DIMENSIONS
3,000 PSI GONG. O 28 DAYS
COMPACTED SUBGRADE
SECTION A
�y TURNDOWN SIDEWALK DETAIL
2 NOT TO SCAU.
RELOCATE EX. 3"
CALIPER OAK OUTSIDE
DRIVEWAY RADIUS.
SCALE: 1" = 30'
0 30 60 75 90 105 120
SITE INFORMATION
(SIDEWALKS)
LIGHT DUTY
RIGID PAVEMENT
NOT TO SCALE
3000 PSI CONIC.
® 28 DAYS '
4" THICK
COMPACTED - _II
SUBGRADE
12
VAN -ACCESSIBLE
SIGN AT VAN
SPACE ONLY
LVAN
ACCESSIBLE
137-8 or R7-8a
RESERVED
PARKING GREEN
GREEN
BLUE
WHITE SYMBOL
WHITE BACKGROUND
MAXIMUM R7-8D
m PENALTY
$250 Z
0
�2
R7-8 HANDICAP SIGN
LOCATION: . .....................................................................
. N.C. HIGHWAY 32
EDENTON, N.C.
COUNTY:.........................................................................
CHOWAN COUNTY
PARCEL ID: ....................................................................
7805 0045 0615
REFER TO: . ...................................................................
. D.B. 394 - PG. 175
TOTAL SITE ACREAGE: ........................................
1.62 Ac.
ZONING: . ...........................................................................
HIGHWAY COMMERCIAL
MINIMUM BUILDING SETBACKS:
FRONT:.............................................................................
.10'
SIDE: . .................................................................................
. 10,
REAR: . ..............................................................................
. 20'
SIDESTREET:.............................................................
.10,
PROPOSED SEATING: ............................................... 100
TOTAL REQUIRED PARKING: .............................
100/4 = 25 SPACES
PARKING PROVIDED:
REGULAR..........................................................................
48
H.C. (REGULAR)......................................................... 1
H.C. (VAN ACCESSIBLE) ..................................... 1
TOTAL:...............................................................................
50
)o( SITE LIGHTING
OWNER/DEVELOPER:
SECHRIST MANAGEMENT GROUP, LLC
3670 VIRGINIA AVENUE
COLLINSVILLE, VA. 24078
1'11111,11
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C-3

BEFORE YOU DIG
CALL TOLL FREE
1 800 632 4949
NORTH CAROLINA
ONE -CALL CENTER
VICINITY MAP — NTS
WETLAND PLANTINGS:
• Choose 10 different species (with no more than 30% of one
species) from the list below.
• Contractor shall ensure the following densities:
Shallow Water
— Herbaceous plants (550 each)
Shallow Land
— Shrubs (88 each)
Deep Pool
— Floating plants (20 each)
— Submerged plants (20 each)
Wetland Plant Recommendations
DEEP POOL Botanical Name Common Name
rioarmg Aquatic giants
Lenina spp.
Duckweed
Niepliarpolysepahnn
Spatterdock
Potainogeton spp.
Pondweed
Spirodela pol,'rhiza
Duckineat
Wolffftellp lingulata
Bog mat
Submerged Aquatic Plants
Eleocharis acicularis
Spikerush
Elodea spp.
Waterweed
Isoetes spp.
Quillwort
Lilaeopsis occidentalis
Litaeopsis
Najas spp.
Naiad
Zannicliellia palashis
Horned pondweed
SHALLOW WATER
Botanical Name
Common Name
Emergent Plants
Alisnia spp.
Water plantain
Acorns spp.
Sweet flag
Atoperctirus howellii
Foxtail
Canna lily-
'Bengal Tiger canna
Cladiuni janlaicense
Sawgrass
Cyperus aristahis
Plat sedge
Iris hexagona
'-Hexagonal iris
-
Iris nelsonii
Nelson's Iris
If prisniatica
Slender Blue Iris
Iris virginica
Blue Flag Iris
Iris versicolor
Blue Flag Iris
his fielva
Oopper Iris
juncus effr,sns
Softrush
Leptochlon fasicidnris
Salt -meadow grass
Latdwigia spp,
Primrose willow
(fir yza saliva
Rice
Pejtandra virginica
Arrow Arum
Platt tago major
Common Plantain
Pontederia cordata
Pickerelweed
Sagittaria latifolia
Duck Potato
Sagiltaria lancifolia
Bulltongue
Sagittaria tongiloba
Arrowhead
Saurunts cernims
Lizard Tail
Schoenoplechis tabernaeniontaid
Scirpns mnericailus
Three -square bulrush
Zizania arluatica
Wild rice
Zizai eoo sis ntiliacea
Water millet
SHALLOW LAND Botanical Name
Common Name
Trees Ashnina triloba
Common Pawpaw
Betula nigra
River birch
Carpirias caroliniana
Ironwood
Diospyros virginica
Common persimmon
Frankiinia alataniaha
Pranklinia
Nyssa bijlora
Swamp blackgum
Nyssa atluatica
Water tupelo
T'axodiunt distichnni
Bald cypress
SHALLOW LAND Botanical Name
Common Name
Herbaceous Plants Asclepias incarnate
Swamp Milkweed
Carex spp.
Sedges
Chelone glabra
White Turtlehead
Crinnrn arnericanuin
American crinum lily
Crinuni entbescem
Swamp lily
Dichroinena latifolia
White Star Grass
Eupatorium coelestinrnn
Wild Ageratum
Eapatorhan dubhon
Dwarf Joe Pye Weed
Eupatorhan fistulostun .'
Joe Pye Weed
L'npatonnrn wacnlatutn
Eupatoriuln parpurenin
Helianthus angustifolius
Swamp sunflower
Helianthus verticillatus
Hibiscus aculeatits
I'melands mallow .
Hibiscus coccinea
Scarlet rose mallow
Hibiscus dasycal yx
Neches River mallow
Hibiscus grandi, lorus
Velvet mallow
Hibiscus nioscheulus
Rose mallow
Hynienocallis eulae
Spider lily
Hynienocallis liriosine
Spring marsh spider lily
Hynienocallis pyginnen
Dwarf Spider Lily
Hynienocallis traubii
_Traub's Spider Lily
Kosteletskya virginica
Seashore Mallow
Lobelia cardinalis
'-Cardinal flower
Lobelia sipliditica, elongata,
and allies (Blue Lobelia)
Saccharann gignntenm and allies (PIumegrasses)
Zephyraidlies ateauasco
Atamasco Lily
Shrubs Alnus serulata
Hazel alder
Aronia arbutifolia
Red Chokeberry
Cephalanthus occidentalis
Common Buttonbush
Clethra alnifolia
Summersweet
Corms ainoinum
Silky Dogwood
Cyrilla racentiflora
American Cyrilla
Gordonia losiandtris
Loblolly Bay
Hypericum densijlortan
Dense Hypericum
Hypericurn proliftcurn
Shrubby St.Johnswott
Ilex decidua
Possumhaw
Ilex glabra
lnkberry
Iler vertici(lata
Winterberry
Itea virginica
Sweetspire
Kalinin angustifolia
LambkilI Kalmia
Magnolia virginica
Sweetbay Magnolia
Rosa pplushis
Swamp Rose
Sanibucus canadensis
Elderberry
Vaccinimn crassifolitanl
Creeping Blueberry
Viburniau nuduln
Possumhaw
2' x 3' DROP INLET
TOP ELEVATION 106.50
�
1 1 /4" PVC
1 f4.80
CLASS A EMERGENCY
SPILLWAY 0 16.90
DI 8
TOP 16
INV. IN (1.25") 14.80
INV. OUT (1 3 ) 14.66
i
/ O "
TOP OF DAM
17.00 -
123 LF 15" RCP
0.3% W/6' FES
INV. OUT 104.66
TLET DETAIL
NOT TO SCALE
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i (2,131 S.F. 40%)
DEEP POOL (18"-36" DEEP)
FOREBAY (537 S.F. 10%)
NONFOREBAY (531 S.F. 10%)
SHALLOW LAND (0"-12" ABOVE PERM. POOL)
W W (2132 S.F. 40%)
1.25" PERM. F
ORIFICE
15" RCP —
MICROPOOL
12.00
STORM 15.80
14.80
SEDIMENT FOREBAY
11.00
ST®RMWATER WETLANDI'R®FILE
NOT TO SCALE
SCALE: 1" = 20'
0 20 40 50 60 70 80
ii 2009
RECEIVED
NOV 2 0 2009
DWQ
PROJ #
TOP OF DAM
— 17.00
SHWT ELEV. 15.30
SLWT ELEV. 14.59
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CALL TOLL FREE
1 800 632 4949
NORTH CAROLINA
ONE -CALL CENTER
VICINITY MAP - NTS
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