SW7090403_APPROVED PLANS_20100401

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW�2��%�j
DOC TYPE
❑ CURRENT PERMIT
PPROVED PLANS
HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE��CC/
/
YYYYMMDD

REELSBORO
i
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O
6�
GRANTSBORO
vrci�iry�,�P
NOT TO SCALE
ALLIANCE
INDEX
CV-01 COVER SHEET
C-01 EXISTING CONDITIONS
C-02 OVERALL SITE PLAN
C-03 SITE/UTILITY PLAN
C-04 GRADING/DRAINAGE PLAN
C-05 STORMWATER MANAGEMENT PLAN
C-06 SEDIMENTATION & EROSION CONTROL PLAN
C-07 LANDSCAPING PLAN
D-01 UTILITY DETAILS
D-02 MISCELLANEOUS DETAILS 1
D 03 SANITARY SEWER PUMP STATION DETAILS
D-04 EROSION & SEDIMENTATION CONTROL. DETAILS 1
D-05 EROSION & SEDIMENTATION CONTROL DETAILS 2
SITE INFORMATION
LOCATION:. . . . . . . . . . . . . . . NW QUADRANT NC 55 AT NC 306
GRANTSBORO, NC 28529
COUNTY: . . . . . . . . . . . . . . . . . PAMLICO COUNTY
N"
DG/PG
PIN
ACREAGE
49 6/743 . .
. 6541436180000 . . .
. 0.19AC
486/751 . .
. 6541435025000 . . .
. 0.22AC
486/401 . .
. 65414341 1200 . . . .
. 2.17AC
48 6/713 . .
. 6541432350000 .
. 2.62AC
TOTAL SITE ACREAGE=
5.2A
ZONING:. . . . . . . . . . . . . . COMM.-GENERAL COMMERCIAL USE
BUILDING DATA:
PROPOSED USE: . . . . .. . . . . . .RESTAURANT
TOTAL BUILDING SIZE:. . . . . . . . . .4,064 SQ. FT.
BUILDING HEIGHT: . . . . . . . . . . . .20'
REGULAR 9x19.. . . . . . . . .
. . . .77
TRUCK . . . . . . . . . . . . .
. . . . 4
H.C. (REGULAR) . . . . . . . . .
. . . .2
H.C. (VAN ACCESSIBLE). . . .
. . . .1
DRIVE THRU STACKING . . . .
. . . .6
LOADING AREA. . . . . . .
.1
TOTAL: . . . . . . . . . . . . . .
. . . 80
FLOOD PANEL MAP # . . . . . . . . . 372065 4000 J
IMPERVIOUS
AREA:. . . . . . . .
. . .65,000 S.F./1.49
Ac. (29%)
LANDSCAPE
/ GRASS AREA:. . .
. . .161,512
S.F./3.71
Ac. (71%)
TOTAL AREA
DISTURBED: . . . . .
. . .5.00 Ac.
Architect:
Dunn & Dalton Architects
401 W. Heritage Street
Kinston, NC 28501
252.527.1523 (v)
252.527.0049 (f)
Contact: Drew Dalton
Contractor:
BOBUILDERS, LLC
335 N. Queen Street
Kinston, NC 28502
252.208.2223 (v)
252.527.9445 (f)
Contact: Tillman Carter
GOVERNING AGENCIES:
NCDOT
NCDOT DIV 2, DIST 2
209 S. GLENBURNIE RD.
NEW BERN, INC 28560
[phone]
CONTACT: REED SMITH, PE
PI ANNING/70NING
TOWN OF GRANTSBORO
10648 NC 55
PO BOX 174
GRANTSBORO, NC 28529
[phone]
CONTACT: MS. PAT PRESCOTT
EROSION CONTROL:
NCDENR REGIONAL OFFICE
943 WASHINGTON SQUARE MALL
WASHINGTON, NC 27889
[phone]
CONTACT: PAT McCLAIN, PE
STORMWATER
NCDENR REGIONAL OFFICE
943 WASHINGTON SQUARE MALL
WASHINGTON, NC 27889
[phone]
CONTACT: AL HODGE
UTILITY AGENCIES:
WATER
PAMLICO COUNTY WATER
102 N. FOURTH ST.
PO BOX 158
BAYBORO, NC 28515
[phone]
CONTACT: CHARLES HARDISON
SEWER
BAY RIVER METROPOLITAN
SEWER DISTRICT
102 N. FOURTH STREET
BAYBORO, NC 28515
[phone]
CONTACT: ART HUGH
NATURAL GAS
PIEDMONT NATURAL GAS
itt CORPORATE LANE
NEW BERN, NC 28562
[phone] (c)
[phone] (a)
CONTACT: WILL SILVER
ELECTRIC
PROGRESS ENERGY
103 EXECUTIVE PARKWAY
NEW BERN, NC 28562
[phone] (a)
CONTACT: BRUCE NOBLES
kenneth.nobles®pgnmail.com
TELEPHONE
EMBARQ
4000 MARTIN LUTHER KING JR. BLVD.
NEW BERN, NC 28562
[phone]
CONTACT: JOE DREWYOR
�BOJANGLES'PAVEMENT SECTIONS
HEAVY DUTY
FLEXIBLE PAVEMENT
NOT TO SCALE
2.5" ACSC
TYPE SF9.5A
ASPHALT
8" CABC
�I
COMPACTED-- :1101
SUBGRADE
(DUMPSTER PAD
& LOADING AREA)
HEAVY DUTY
RIGID PAVEMENT
NOT TO SCALE
4,000 PSI CONC.
0 28 DAYS
6" THICK."' "
6" CABC
SUBGRADE
LIGHT DUTY
FLEXIBLE PAVEMENT
NOT TO SCALE
2" ACSC
TYPE SF9.5A
ASPHALT
6" CABC
�I�
COMPACTED �IOI
SUBGRADE
(SIDEWALKS & H.C. RAMPS)
LIGHT DUTY
RIGID PAVEMENT
NOT TO SCALE
3,000 PSI CONIC.
0 28 DAYS • •;.:p.
4" THICK
COMPACTED-
SUBGRADE
NOTES:
1. ON HEAVY DUTY RIGID PAVEMENT, STONE MAY BE OMITTED
® THE OWNER'S DISCRETION, PENDING SATISFACTORY SOIL
TESTING RESULTS.
Owner:
REDCO Properties, LLC
335 N. Queen Street
Kinston, NC 28502
252.208.2223 (v)
General Notes:
1. Topographical data performed by Barrow & Barrow.
Site Benchmark is a new iron pipe located at (N) 513,090,.2452, (E) 2,644,760,3554,
At the (SE) corner of property 654,143,411,200.
Reference horizontal datum is NAD 83.
Contours shown hereon are from an actual field survey. Boundary information
supplied by owner and shown for reference only. Consult PLS for actual boundary data.
2. The contra for shall notify and cooperate with all utility companies or firms having facilities
on or adjacent to the site before disturbing, altering, removing, relocating, adjusting or
connecting Lo said facilities. The Owner shall pay all costs in connection with alteration of or
relocation of any existing facilities.
3. All excavation is unclassified and shall include all materials encountered.
4. All structural fill material shall be free of all sticks, rocks, and clumps of mud.
5. Unusable excavated materials and all waste resulting from clearing and grubbing shall be
disposed of off -site by the contractor in an approved solid waste landfill.
6. The proposed buildings will NOT be sprinkled.
7. There are existing underground gas, water, sewer, electrical, and FIBER OPTIC on -site or
within close proximity. CONTRACTORS shall dig with extreme caution.
8. Concrete Sub shall be responsible for all score joints and expansion joints. Should a
question arise about the proposed pattern consult with the engineer prior to pouring.
9. Contractor to furnish all pavement markings as shown.
10. Location of underground utilities are approximate and must be field verified. Contact the
NC One Cal Center at least 48 hours prior to digging ® 1.800.632.4949. Steve Barrow, PLS
has only located the utilities that are above ground at the time
of field suriey. Underground lines shown hereon are approximate or as reported by
various responsible parties. The surveyor does not guarantee that any underground
structures such as utilities, tanks and pipes are located hereon.
11. All pipe lengths are horizontal distances and are approximate.
12. All work shall comply with all applicable codes, regulations, and/or local standards imposed
by local uti ity and The Town of Grantsboro, and NCDOT.
13. All construe ion and materials shall meet The Town of Grantsboro Specifications and
Standards, atest edition. All work within NCDOT right-of-way shall meet the specifications
and stands ds of NCDOT.
14. All concrete pipe is to be ASTM C-76, Class III with ram-nek.
15. This prope is not located in a Flood Hazard Zone per FEMA Map. FEMA Community
Mapof: 37 654000 J, dated July 2, 2004.
16. 'A(I lot dime sions shown are approximate. Consult the boundary survey of actual site
b9undary i formation.
17. etlands ar present on site. See C-01 for survey of existing wetlands.
The Contra for shall be responsible for all work zone traffic control in or adjacent to NCDOT
right-of-w y. All signs, pavement markings and other traffic control devices shall conform
to the Man al on Uniform Traffic Control Devices (MUTCD), latest edition.
19. Prior to placing CABC stone base, the Contractor should notify the Project Engineer to
inspect and proof roll the subgrade. Any stone place without prior approval will be the sole
responsibilitl of the Contractor.
20. DESIGN/FIELD CONDITIONS quite easily may vary from that represented in the initial
soils report and/or topographical report. Isolated areas may show up weak and adverse
soils or groundwater conditions may be discovered that were not revealed during the initial
soils investigation. Therefore, the Owner/Client is to be aware that Stocks Engineering,
P.A. will no and cannot be held responsible for any failures to either a street or parking lot
pavement esign unless we can be fully and totally involved in the construction process
which may include, but may not necessarily be limited to, testing subgrade and base
density, engc,ging the Design Engineer for the evaluation of the subgrade and for the
observation of proof rolling subgrade and base at various steps of construction, opportunity
for the Design Engineer to call in a soils engineer for consultation and advice, etc. - steps
which taken altogether with the initial design shown on the plans, constitute the complete
design of the road, street of parking area (private or public). The Design Engineer must be
given the full latitude and opportunity to complete the design by fully participating in the
construction process. Plan design is a small portion of the Design and cannot be
separated from the construction process if the Owner's/Client's desire is to have the Design
Engineer stand behind the completed designed project.
21. All utility services, (power, telephone, cable, etc.) are proposed to be underground. Do not
seed or mulch disturbed areas until all underground utilities have been installed.
22. Site light polbs are shown for general location only. Actual location, height, and specs to be
verified with Architectural plans or Lighting consultant.
23. Property is to be served by Pamlico country (water) & Bay River (sewer).
24. 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.
25. Regulatory signs, stops signs and street name signs shall be manufactured from high
intensity reflective materials.
26. All excess topsoil and unclassified excavation is to be hauled off -site, unless otherwise
directed by the owner.
27. All site con truction must be inspected by The Project Engineer at the following stages:
A. Comp etion of grading subgrade prior to placing Stone Base.
B. Comp etion of Stone placement prior to paving.
C. Final inspection when all work is complete.
28. The surveyor did not visibly see any cemeteries in any open areas unless otherwise noted.
29. This properly does not depict encumbrances that are found during a thorough title search.
30. Concrete Sub shall be responsible for all score joints and expansion joints.
31. All HVAC u its for the proposed building will be located on the roof.
32. All curb an gutter to be 24" standard curb and gutter. All curb and Gutter within NCDOT
or Town of Grantsboro R/W shall be 30" standard.
33. All curb an gutter and sidewalk concrete is to be minimum 3,000 psi at 28 days, air
entrained.
34. All dimensions are to face of curb unless indicated otherwise.
35. Provide handicap signs, marking and ramps as shown.
36. Handicap ramps are to meet "ADA Accessibility Guidelines for Buildings and Facilities" as
detailed in he Federal Register, Volume 56, Number 144 dated July 26, 1991, rules and
regulations ctivated January 26, 1992. For additional information, refer to the NC State
Building Coe Volume 1-C, "Making Buildings and Facilities Accessible to the Useable by
the Physically Handicapped", 1991 edition. All street returns to have H.C. Ramps.
37. Contractor SHALL NOT POUR any concrete before forms are inspected by the Project
Engineer an/or Owner. Any concrete that has not been approved by the Engineer and/or
Owner will be the responsibility of the contractor.
38. All areas not covered by building or parking shall be covered with 4" minimum of topsoil,
free of rool matter and rocks and grassed.
39. Contractor shall saw -cut to provide smooth transitions where existing asphalt and/or curb
and gutter is to be removed.
40. The Contractor shall provide all the material and appurtenances necessary for the complete
installation of the utilities. All pipe and fittings shall be inspected prior to being covered.
41. All handicap spaces are to receive a handicap sign and handicap symbol painted on the
asphalt. Note stalls to receive 'van accessible' signage.
42. The Contractor shall refer to the architectural plans for exact locations and dimensions of
precise building dimensions and exact utility entrance points.
43. Information concerning underground utilities was obtained from available records and field
conditions hen possible, but the contractor must determine the exact location and
elevation of all existing utilities by digging test pits by hand at all utility crossings well in
advance of trenching. If the clearances are less than specified on the plans or 12 inches,
which ever is less, contact the Project Engineer prior to proceeding with construction.
44. The Contractor shall include in his contract price the removal and disposal of any excess
topsoil he determines is not required to perform the final grading and landscaping
operation.
45. The Contractor is responsible for the design and implementation of all required/necessary
sheeting, shoring, and special excavation measures required on the project to meet OSHA,
Federal, State and Local regulations pursuant to the installation of the work indicated on
the drawings. Redco Properties, The Town of Grantsboro & Stocks Engineering, P.A. accept
no responsibility for the design to install said items.
Surveying:
Barrow & Barrow, P.A.
115 Heritage Crossing
Snowhill, NC 28580
252.747.5790 (v)
252.747.5111 (f)
Contact: Steve Barrow, PLS
Civil Engineering:
Stocks Engineering, P.A./
The Curry Engineering Group, PLLC
133 Spring Avenue
Fuquay-Varina, NC 27526
919.552.0849 (v)
919.552.2043 (f)
email: [e-mail]
Contact: Don Curry, PE
Project Engineer
46. The Contractor shall include in the contract price daily record keeping of the as -built
condition of all of the underground utilities, construction stakeout associated with the
project.
47. All water line and sewer line installation shall conform to the standards and details of the
State of North Carolina Department of Health Construction Permit.
48. The Land Disturbance Permit must be kept on the work site and shown upon request.
49. The Contractor shall include in the contract price all material and labor associated with the
testing of the water and sewer lines required by the State of North Carolina Department of
Health.
50. The Contractor shall include in the contract price any de -watering necessary to construct
the project as shown on the plans.
51. For the installation of natural gas services, contact Piedmont Natural Gas ® 252-639-7226.
52. TESTING BY CONTRACTOR: Contractor shall employ at his expense an outside
independent Soil Testing Service (approved by the Architect) to perform soil testing and
inspection service for quality control testing during earthwork operations. Copies of results of
tests shall be submitted by the Testing Service directly to the Contractor, the Architect, and the
Structural Engineer. --The Testing Service will classify proposed on -site and borrow soils to
verify that soils comply with specified requirements and to perform required field and laboratory
testing. (Minimum required soil bearing capacity is noted on the structural drawings). --In paved
and building slab areas, the Testing Service shall make at least one field density test for each
2000 square feet of fill in each compacted fill layer. If a test should fail to meet required density,
the Contractor shall re -compact that layer. The Soil Testing Service shall perform additional
tests at the Contractor's expense to show that the failed layer has reached the required
compaction. --In foundation woll areas, the Testing Service shall make at least one field density
test for each 100 feet or less of wall length of fill in each compacted fill layer, with no less than
two tests along a wall face. If a test should fail to meet required density, the Contractor shall re -
compact that layer. The Soil Testing Service shall perform additional tests at the Contractor's
expense to show that the failed layer has reached the required compaction.
5,3. COMPACTION: Compact each layer of bockfill and fill soil materials and the top 12" of
subgrade in cut areas to 98% of maximum density as determined by ASTM D698 for structures,
slabs, and pavements and 90% of maximum density for lawns or unpaved areas.
54. The building contractor and the site work contractor to coordinate the installation of a
drainage pipes around the building structure.
55. Any relocation of existing utilities will be at the cost of the developer/owner. The Town will not accept
installed prior to underground
responsibility for damages to curb and gutter or street improvementsp g
services, nor will the Town absorb the cost for borings to install underground service, pavement patching
or damage to landscaping. These will be the responsibility of the developer/owner.
56. 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.
57. 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.
58. Disturbed area is in excess of 1 acre and formal Sedimentation & Erosion Control plan
approval was required as a cond:tion 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 ensure that no sediment is released
from the site.
59. 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.
n
APPROVED
NORTH CAROLINA ENVIRONMENTAL
MANAGEMENT COMMISSION
DIVISION OF WATER QUALITY
Date__& , , 20l C
stor u zr Permit No sw7U9c�4o3 P-t cA
05 20-09 PAMLICO COUNTY WATER REVIEW COMMENTS
06-16-09 NCDOT COMMENTS & NCDENR COMMENTS
02-19-10 NEW FOOTPRINT & REVISED SWM
BEFORE YOU DIG
CALL TOLL FREE
1 800 632 4949
NORTH CAROLINA
ONE -CALL CENTER
EXPRESS
MAR 2 4 2010
NC DENR
........
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LEGEND
1
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3
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i / CHARLES SPEIGHT I I
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N 85'06'36" E Elp 210/83
100.02' 1
/ N/ 85°14'50" E 631.86'
� �_
yEXIS lNG 20' R/W EASEMENT (2271369) / z EIP
I'-�---�---y� \------------ -- / SHELTER
-- -- - -------
I,BLDG. — — �-------- O
EX. WETLAND - — - - — - -
QJZ Ac.
00 N \
50' DRAINAGE NORMAN PROPERTY
I EASEMLNT I W /(EXISTING RESIDENTIAL)
NORMAN �
m 20' UTILITY EASEMENT / 1
1.19 Ac.
/ g S 12'0%73" E N D6.25'49" 143.34 EIP
AIL _ _ \ (9 EIP 76 26" - - 84.01 85'14'S0" W 371.10'_ I \
I14' v v r 210.83, - - - - _ EIP \ EIP
--
I I � �' w I y, x' �✓ � � EX. PROPERTY
v � v LINE �a -- / \ 1
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14, 0 � 0 � —
vv, v- \ EL CE "EIP L9 I 482/218
PINNACLE-LLC
W � W REDCO PROPERTIES, LLC \ \ �R�ER 8'GRAVEL 0.4991 Ac. 1
I _
DRIVE SEWER
W W W IL W 5. 2025 Ac.
1 \
141,
/ I
N
- EX. WETLAND I _..:.` I I LPs.
I W v i W EP
W x IW v 4.42 Ac.
IV �I LEX INE PROPERTY
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PAMLICO COUNTY
HISTORICAL ASSO. IN_
437/17
av
STONE, CLIFTON E.
2651428
_ N.C. HWY. 55 (R W VARIES:
(N.C. HWY. 55 UNDER CONSTRUCTION AT TIME OF THIS
W—
APPROXIMATE LOCA7767
OF PAMLICO COUNTY
10" WATER MAIN
w
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PGGLY WIGGLY
5081744
0
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- NEW IRON PIPE
UP -
UTILITY POLE
NRRS
- NEW RAILROAD SPIKE
LP -
LIGHT POLE
NIS -
NEW IRON STAKE
T -
TELEPHONE PEDESTAL
EIS -
EXISTING IRON STAKE
CC -
CONTROL CORNER
EIP -
EXISTING IRON PIPE
EDP -
EDGE OF PAVEMENT
ERRS
- EXISTING RAILROAD SPIKE
N/F -
NOW OR FORMERLY
ECM
- EXISTING CONCRETE MONUMENT
EAI -
EXISTING ANGLE IRON
NIPS
- NO POINT SET
EPK
- P K NAIL FOUND
WM -
WATER METER
NPK
- P K NAIL SET
LPT -
LP GAS TANK
R/W
- ROAD RIGHT-OF-WAY
ZZ -
NOT TO SCALE
BOC
- BACK -OF -CURB
ERWM
- EXISTING R/W MONUMENT
DI -
DROP INLET
TOC
- TOP OF CURB
CS
- CATCH BASIN
MBL -
MINIMUM BUILDING LINE
E
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T
TELEPHONE PEDESTAL
'o-
UTILITY POLE
®
SANITARY SEWER TAP
® SANITARY -SEWER MANHOLE
■ CATCH BASIN
® WATER METER
SURVEY BY:
BARROW & BARROW, P.A.
115 HERITAGE CROSSING
SNOW HILL, NC 28580
PHONE: [phone]
FAX: [phone]
3'29" W \
OE
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BANKS, M.M. ✓R. \
1851692
SURVEY DATED 2006
SAWYER, MARGRET \
1 221/309
\ APPROXIMATE LOCATION
W \ \ OF PAMLICO COUNTY
6" WATER MAIN
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02/19/10
SCALE: 1" = 30' -01
0 30 60 75 90 C

84.01'
37 �
ti
PR POSED
SWM WF,TLAND
85'14'50'_ W 371.10'
Af
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24" RCP
INV OUT•#;36.72
32 LF
4 RCP
0.22%
/ 58 LF'
15" RCP
1 SEE C-05 FOR ® 0.22%
ADDITIONAL COVERAGE
3
DRAINAGE
LEGEND
PROPOSED STORM DRAIN LINE
/ - I
PROPOSED CURB INLET (CI)
J
ni
PROPOSED 2'x3' INLET
M5
PROPOSED FLARED END
SECTION (FES)
=
-
-182—
— EXISTING CONTOUR
PROPOSED CONTOUR
178
i2aso
PROPOSED SPOT
-
_
ELEVATION
/
-
SPILu-up _
39
3 7—
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FO FO
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TOP OF DAM
37.50
1 STORMWATER WETLAND PROFILE
03 SCALE: N.T.S. INSTALL #6 REBAR TRASH RACK AT REAR
OF 10' WEIR SECTION. HORIZONTAL BAR AT
3" FROM SURFACE, VERTICAL BARS SPACED
4". EMBED IN CONCRETE.
TOP OF DAM
ELEV.= 37.50
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INSTALL GLASS A RIPF
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(EXISTING REkIDENTIAL)
1
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0 20 40 5q 60
MOVE
a
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on
37100 - 10 OPENINq. 1 ® BOTTOM OF DAM
37.25 - 20' OPENPEN NINQ,� ELEV.= 33.00
MIN. 4' BELOW
11211 11 11a O ® 10' OPENING
3" MIN.
25' _ NO.3 STIRRUPS
® 12" O.C.
L2 NO.5 BARS
2 DAM DETAIL 0 12" SPACING
SCALE: N.T.S. 2" ORIFICE
C-03 INV. 36.0
NOTE: SHWT <12"
BELOW EXIST GRADE:
36.5-12"=ELEV 35.5
2" PVC PIPE°`TFiROUGH
ORIFICE IN DAM WITH TRASH
4 GRATE ON UPSTREAM END
— — \ 85'14'50" W 371.10'
84.01 �, � -- -- —r -- --
� 210.83`
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CONCRETE WEI.P/DAM
3� �SEE DETAIL T IS SHEET
37 - X j
• 27 DEEP P OL
EXIST. WETLAND - 0.42 AC
—�-- 6 —35 5 w Vi / r PROP. WETLAND IMPACT:
q- � = 0.39 AC PERMANENT 5 4 3 5 0.03 AC TEMPORARY
3
= 0.42 AC TOTAL IMPACT
�, �
/ I 37.7
36 NON—FOREBAY 33.5 in R E D C O PR(
3 35 I LJ
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FOREBAY 15" RCP �
37.75 00.22R hIl
3 1 STORMWATER WETLAND PLAN
C-03 ) SCALE: 1:20
f
DEEP
DEI
PERMANENT POOL
Botanical Name
Common Name
Floating Aquatic Plants
Lemna spp.
Duckweed
Nuphar polysepalum
Spatterdock
Potamogeton spp.
Pondweed
Spirodela polyrhiza
Duckmeat
Woifr'ieila linguiata
Bog mat
Submerged Aquatic Plants
Eleocharis acicularis
Spikerush
Elodea spp.
Waterweed
Isoetes spp.
Quillwort
Lilaeopsis occidentalis
Lilaeopsis
Najas spp.
Naiad
Zannichellia palustris
Horned pondweed
LOW MARSH
Botanical Name
Common Name
Emergent Plants
Alisma spp.
Water plantain
Acorus spp.
Sweet flag
Alopercurus howellii
Foxtail
Canna lily
'Bengal Tiger' canna
Cladium jamaicense
Sawgrass
Cyperus aristatus
Flat sedge
Iris hexagona
Hexagonal iris
Iris nelsonii
Nelson's Iris
Iris prismatica
Slender Blue Iris
Iris virginica
Blue Flag Iris
Iris versicolor
Blue Flag Iris
Iris fulva
Copper Iris
Juncus effuses
Softrush
Leptochloa fasicularis
Salt —meadow grass
Ludwigia spp.
Primrose willow
Oryza sativa
Rice
Peltandra virginica
Arrow Arum
Plantago major
Common Plantain
Pontederia cordata
Pickerelweed
Sagittaria latifolia
Duck Potato
Sagittaria lancifolia
Bulltongue
Sagittaria longiloba
Arrowhead
Saururus cernuus
Lizard Tail
Schoenoplectus tobernaemontani
Scirpus americanus
Three —square bulrush
Zizania aquatica
Wild rice
Zizaneopsis miliacea
Water millet
Notes:
Wetland shall
contain the following minimum quantities and
plant sizes
(plants 0 50
per 200 SF, shrubs 0 8 per 200 SF,
trees
0 1 per 200 SF):
Shallow
Water Area (LOW MARSH): herbaceous
plants
of at least 4—inch container => CITY = 2,000
Shallow
Land Area (HIGH MARSH): Trees of at
least
3—gallon container => QTY = 40
Shallow
Land Area (HIGH MARSH): herbaceous
plants
of at least 4—inch container => CITY = 1,600
= 20,000 SF
HIGH MARSH
40%=8000 sf
LOW MARSH
40%=8000 sf
FOREBAY
10%=2000sf
NON-FOREBAY
10%=2000 sf
HIGH MARSH
Botanical Name
Common Name
Herbaceous Plants
Asclepias incarnate
Swamp Milkweed
Carex spp.
Sedges
Chelone glabra
White Turtlehead
Crinum americanum
American crinum lily
Crinum erubescens
Swamp lily
Dichromena latifolia
White Star Grass
Eupatorium coelestinum
Wild Ageratum
Eupatorium dubium
Dwarf Joe Pye Weed
Eupatorium fistulosum
Joe Pye Weed
Eupatorium maculatum
Eupatorium purpureum
Helianthus angustifolius
Swamp sunflower
Helianthus verticillatus
Hibiscus aculeatus
Pinelands mallow
Hibiscus coccinea
Scarlet rose mallow
Hibiscus dasycalyx
Neches River mallow
Hibiscus grandiflorus
Velvet mallow
Hibiscus moscheutus
Rose mallow
Hymenocallis eulae
Spider lily
Hymenocallis liriosme
Spring marsh spider lily
Hymenocallis pygmaea
Dwarf Spider Lily
Hymenocallis traubii
Traub's Spider Lily
Kosteletskya virginica
Seashore Mallow
Lobelia cardinalis
Cardinal flower
Lobelia siphilitica,
elongota,
and allies
(Blue Lobelia)
Saccharum giganteum
and allies
(Plumegrasses)
Zephyranthes atamasco
Atamasco Lily
Shrubs
Alnus serulata
Hazel alder
Aronia arbutifolia
Red Chokeberry
Cephalanthus occidentalis
Common Buttonbush
Clethra alnifolia
Summersweet
Comus amomum
Silky Dogwood
Cyrilla racemiflora
American Cyrilla
Gordonia losianthus
Loblolly Bay
Hypericum densiflorum
Dense Hypericum
Hypericum prolificum
Shrubby St.Johnswort
Ilex decidua Possumhaw
Ilex glabra
Inkberry
Ilex verticillota
Winterberry
Itea virginica
Sweetspire
Kalmia angustifolia
Lambkill Kalmia
Magnolia virginica
Sweetbay Magnolia
Rosa palustris
Swamp Rose
Sambucus canadensis
Elderberry
Vaccinium crassifolium
Creeping Blueberry
Viburnum nudum
Possumhaw
Trees
Asimina triloba
Common Pawpaw
Betula nigra
River birch
Carpinus caroliniana
Ironwood
Diospyros virginica
Common persimmon
Franklinia alatamaha
Franklinia
Nyssa biflora
Swamp blackgum
Nyssa aquatica
Water tupelo
Taxodium distichum
Bald cypress
5 WETLAND PLANT LIST
C-05 SCALE: NITS
�N CAROB/,
026970
�//uiiu�U%`,,, ///02/19/10
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ALLIANCE
H NC 55 HWy
BAYBORO
NC 55 N� GRANTSBORO
�1
E
PROJECT LOCATION
T-20W
AGENCY CONTACT LISTING
TELEPHONE
CENTURY LINK
ANA KHORRAMIAN
ano.c.khorromainOrenturylink.com
FIRE DEPARTMENT
GRANTSBORO—SILVERHILL
VOLUNTEER FIRE DEPARTMENT
35 NORTH CAROLINA 306
GRANTSBORO, NC 28529
[phone]
SANITARY SEWER
BAY RIVER METRO SEWER DISTRICT
101 N 47H STREET
BAYBORO. NC 28515
[phone]
ZONING
TOWN OF GRANTSBORO TOWN HALL
PO BOX 83
GRANTSBORO, NC 28532
PAT PRESCOTT
[phone]
DEPT, OF TRANSPORTATION
NCDOT
DIVISION 2
209 SOUTH GLENBURNIE ROAD
NEW BERN, NC 28560
REED SMITH
[phone]
WTV
PIEDMONT NATURAL GAS
Ill CORPORATE LANE
NEW BERN, NC
DAN VOUVA
[phone]
ELECTRIC
PROGRESS ENERGY
2637 GUM BRANCH ROAD
JACKSONVILLE, NC 28540
JACKIE LEE
[phone]
BUILDING DEPARTMENT
PAMLICO COUNTY INSPECTIONS DEPT,
202 MAIN ST.
BAYBORO, NC 28515
RAY BENNETT
[phone]
STORM DRAINAGE
NCDENR—DIVISION OF ENERGY
MINERAL AND LAND RESOURCES
943 WASHINGTON SQUARE MALL
WASHINGTON. NC 27889
SAMIR DUMPOR
[phone]
WATER
PAMLICO COUNTY WATER DEPARTMENT
102 N. FOURTH STREET
P.O. BOX 158
BAYBORO, NC 28515
AL GERARD
[phone]
EROSION CONTROL
NCDENR—LAND QUALITY SECTION
943 WASHINGTON SQUARE MALL
WASHINGTON, NC 27889
PAT MCLAIN
[phone]
PROJECT OWNER
AND CONSULTANT
OWNER/APPLICANT
REDDLANDS, INC.
2948 SIDCO DRIVE
NASHVILIE. TN 37204
MR. JON THOMAS
PH [phone]
ARCHITECT
NORR
150 W. JEFFERSON AVE., SUITE 1300
DETROIT. MI 48226
MR. RICARDO AVILA
[phone]
AGENCY
PAMLICO COUNTY BUILDING PERMIT
NCDENR LAND DISTURBANCE PERMIT
NCDENR STORMWATER APPROVAL
BAY RIVER SEWER
PAMLICO COUNTY WATER
CIVIL ENGINEERING CONSULTANT
KIMLEY—HORN AND ASSOCIATES, INC.
333 FAYETTEVILLE STREET, SUITE 600
RALEIGH, NC 27601
MR. JORDAN BREWER, P.E.
[phone]
SURVEYOR
RILEY SURVEYING, P.A.
3326 DURHAM CHAPEL HILL BLVD STE B-100
DURHAM, NC 27707
[phone]
ISSUED/
PERMIT NUMBER
CONSTRUCTION PLANS FOR
i
STORE NUMBER #3987
NC HWY 55 AND NC HWY 306
GRANSTBORO7 NC
PREPARED IN THE OFFICE OF:
>>> H
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e o
333 FAYETTEVILLE STREET — SUITE 600 — RALEIGH, NORTH CAROLINA 27601
PHONE: [phone]
NC COA: F-0102
z
c>
I�
VICINITY MAP NOT TO SCALE -
K wlw what's below,
Call biowe ym ft.
Sheet List Table
Sheet Number Sheet Title
C-0
COVER SHEET
C-1
GENERAL NOTES
C-2
EXISTING CONDITIONS
C-2.1
DEMOLITION PLAN
C-3
SITE PLAN
C-3A
SITE PLAN LAYOUT
C-4
GRADING AND DRAINAGE
C-5
UTILITY PLAN
C-6
PHASE 1 EROSION CONTROL PLAN
C-6.1
PHASE 2 EROSION CONTROL PLAN
C-7
CONSTRUCTION DETAILS
C-8
CONSTRUCTION DETAILS
C-9
CONSTRUCTION DETAILS
C-10
UTILITY DETAILS
C-11
EROSION CONTROL DETAILS
L-1
LANDSCAPE PLAN
L-2
LANDSCAPE DETAILS
L-3
LANDSCAPE SPECIFICATIONS
L-4
IRRIGATION SPECIFICATIONS
RECEIVEDI
REVISIONS
I NO. �DATE�DESCRIPTION �Y
This document, together with the concepts and designs
presented herein, as on instrument of services, is intended
only for the specific purpose and client for which it was
prepared. Reuse of and improper reliance on this document
without written authorization and adaptation by Kimley—Horn
and Associates, Inc. shall be without liability to Kimley—Horn
and Associates, Inc.
and Associates, Inc., 2014
DATE:
JIJ9L //
039196
SEAL:
JOB NUMBER:
SEPTEMBER 24, 2014 1 012426048
.41

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o
SITE z ALLIANCE N
REELSBORO HWY 55 a y
1--
GRANTSBORO
VICINI T Y MAP N T S
LEGEND
PK#
EXISTING PK" NAIL
0
EXIS77NG "MAG" NAIL
0
EXIS77NG IRON ROD
A
CALCULATED POINT
0
IRON PIPE SET(5/8")
•
EXISTING IRON PIPE
GAS VALVE
ELECTRIC METER
B
CLEAN OUT
©
AIR RELEASE MANHOLE
0
IRRIGA 17ON CONTROL BOX
®
WATER METER
C4
WATER VALVE
V
FIRE HYDRANT
1a
CATCH BASIN
CURB INLET
t01
LIGHT POLE
•
TELEPHONE PEDESTAL
TRAFFIC SIGNAL CABINET
®
TRAFFIC SIGNAL BON
`0•
U7ILITY POLE
SEWER VALVE
TRAFFIC SIGNAL POLE
HANDICAP RAMP
d
SIGN
Qs
SANITARY SEWER MANHOLE
8
FIBER OP77CS HANDHOL£
O>
SEPTIC TANK LID
I T I
TRANSFORMER
G
L(' G
UNDERGROUND GAS LINE (APPROXIMATE LOCATION)
o au
OVERHEAD U77LITY LINE(S)
M -----
SANITARY SEWER LATERAL
SANITARY SEWER PIPE
FM-- --FM
FORCE MAIN SEWER PIPE(LOCA770N APPROX.)
w w
WATERLINE (NOT MARKED FOR SURVEY)
r`M ---- FM
FORCE MAIN
ue ue
UNDERGROUND ELECTRIC
ut ut
UNDERGROUND TELEPHONE LINE(S)
-°>u'
GUY WIRE
TREE LINE
PUBLIC ROADWAY RIGHT OF WAY LIMITS
NOTES
ND DI
STANCES ST GROUND I ANCES SHOWN UNLESS 07HERKISE NOTED.
THIS PROPERTY IS LOCATED IN THE CAPE FEAR RIVER BASIN.
NO PORTION OF THE SUBJECT PROPERTIES ARE LOCATED IN A
DESIGNATED FLOOD HAZARD ZONE AS DETERMINED BY F.E.M.A..
SEE PANEL 3720654000J DATED 712104.
UNLESS NOTED OTHERWISE, ALL REFERENCES ARE PAMLICO COUNTY.
AREAS BY THE CO-ORDINATE METHOD.
CURVE
RADIUS
JARC LENGTH
CHORD LENGTH
I CHORD BEARING
Cl
2913.40'
36.00'
36.00'
IS 162534" E
C2
2179.76;
'00.75'
100.74'
S 822810" W
C3
2179.76
26.77'
26.77'
S 8474'02" W
C4
3165.25'
158.16'
158.14'
S 825627" W
C5
-5165.25'
56.79'
15&78'
IS 805729" W
GRAPHIC SCALE IN FEET
1 0 40
SURVEY NOTE:
ALL EXISTING SITE AND TOPOGRAPHIC INFORMATION SHOWN
BASED ON A BOUNDARY & TOPOGRAPHIC SURVEY DATED
SEPTEMBER 1, 2014, PROVIDED BY RILEY SURVEYING, P.A.
3326 DURHAM CHAPEL HILL BLVD STE B-100 DURHAM, NC
27707. PHONE [phone]
pnarmacy
SOUTHERN 1.945-LEFT
CHAMFER DRIVE-THRU
STORE NUMBER. M7
NC HWY 55 & NC HWY 306
GRANTSBORO, NC
PROJECT TYPE RELOCATION
IMAM. FEE —FOR —SERVICE
CS PROJECT NUMBER. 65789
ENGINEER:
Kimilleviyo)) Horn
CONSULTANT
KIMLEY-HORN AND ASSOC.
333 FAYETTEVILLE STREET
SUITE 600
RALEIGH, NC 27601
TEL [phone]
DEVELOPER:
REDDLANDS, INC.
2948 SIDCO DRIVE
NASHVILLE, TN 37204
PH [phone]
FAX [phone]
SEAL:
.•`',�%A CAROZ
��--OQpF EA10
i 039196 _
�'•., ROAN 6Po`��
REVISIONS:
DRAWING BY: BTO
DATE: 22-SEPTEMBER- 2014
JOB NUMBER: 012426048
TITLE:
EXISTING
CONDITIONS
SHEET NUMBER:
C-2
COMMENTS:
NOT RELEASED FOR CONSTRUCTION

°
o RA Y' K' , NORTH
c
°
c
li}4
o 1
T ' e
E
Y
Y I t
2
r
J `. I `� `� - - \ •� e DRIVE THRU SIGN
5' GENERAL
_- UTILITY
EASEMENT
R '
Q
EASTING
:/ DRIVEWy y
w k i _
c I I'� .. n Q
z _ li a j INSTALL HEAVY ..__ ...- -- -- --_ - _ -._- --- --- _ ..-- -- ---. -..-- - �� • t '„ ' �?, ,
I-� m' DUTY ASPHALT `. \ \;, ..-_.. -.•I -y ..... 11 \\\ •�, t'�
1 PATCH _." - A G
SETS CA K z. -- ..
- p BUIIDIN ._ -- `- CONNE TO `n
- - - -
I PROPOSED �4i l 45JTh nJ[.< R?v ,ff_i .yc, -' = 30" CURB & T
EX S IN� CUR
° j I ELECTRICAL L8 ,,-. _\",i-...- _�,,..+e GUTTER AND
EASEMENT 1 r, , 9 - 1
o ...... / PCA r 1 i 24" CURB &
1
a _ 1 I TRANSFORMER PAD (INSTALLED I.' I GUTTER (TYP) MONUME T SIGN
' t I BY UTILITY COMPANY) _ r�1aT1
° r - S
a i i PROPOSED I
p
c° I PROPERTY LINE I - p,; R+ I 24" CURB & R4.0'
o i _ GUTTER (TYP) .. �� o -
° ..... ..
t`
WIDE PAINTED'. .. ..iQsp .. 1` �� E
�� �_-_=.---�� ..=sr/ . r ' - I ..YELLOW.STRIPE.......... .. ..6. ... ... .....`� ; ,4 XISTING STOP
r - STOP ... I I �d ... ..... LLf ....... SIGN TO REMAIN
i .. ..r ... I 4. ..Q. .._.A .... Iv......... 5''CURB� t, ,
.. .. �....... TRANSITION .... .
HEAVY-DUTY- 1
�- - -- 1 ...... .
I j II PAVEMENT .. .. .... I ......� o o ..� .... ....ASPHALi.(TYP) ..... .... \ ..
3.
STRIPING, (TYP.) .. ?.. ...a .. ....... ...... .y._ ,i•', t
(:
..
0.. HEADER CURB
MC it
° E 1 �,'.
\
q
z , I .. j ....... .. N a ... ..... BEGIN 6" 18.0,.24.0'.. 18.0' 1 {
I
<.°° i` 1.ir _...___ __.... I ...t- _....._- --- - -- .... ... .. .. q '�cZi ... BEGIN 8"cvw HEADER CURB ` _ .... •.':,` I ..
a
HEADER CUR ® t
Fr I ,--. -- - I ...I�..... .. .. s_ PAVEMENT \
_ _ F \ , _ a r m a , STRIPkNG, {TYP.)
M ° I; i .. .. .... END 8" c CONCRETE SIDEWALK
... ..... HEADER CURB (TYP) I.a: o... .. , } -
,0 - - - __..---- -`----, 11,945 S.F. ��..
1
. � 64 PARKING SPACES LIGHT DUTY ASPHALT o
s 0 i' I - \ o, . 1.36 ACRES (TYP){o_
' j
�_ __. - -
aI .-._._..._--.'.`EXISTING BOJANGLE` .. ." _� 1
a E PARKING LOT -'��\ I .. FFE=43.00 F,1 ... DIRECTIONAL
Na -I ` ...- -- -•� i _ _ _._ -.-- -- \ �'..... ... WHEEL STOPS �' ARROWS
DUMPSTER (TYP.)(T )
T EXISLfJG -1 O' \ ' DUMPSTER AND COMPACTOR
a
d STORM SEWER \ 25.0'' ' HANDICAP PARKING
TO MATCH LIGHT DUTY ASPHALT .� .. . „
-,, , EASEMEMT ENCLOSURES SIGN, (TYP.) tO ,
_ _-_ -- _ -- _.t _ _ ._. -- ..... . ,... BUI DING FACADE (TYP) �' o IVE 16 •_
.I. •'k VERTICAL COMPACTOR WHEEL STOPS'
. ... ENTRY DOOR o .. ,
-.,.. (TYP.) '. .... .... 1 r �.
•• CONCRETE SIDEWALK z - LIGHT DUTY `j 1
y{
t
t
.� TYP .. N .... ASPHALT
O i ..- ...- .. .............. p _ (TYP)
__ y
'Q• a0 J. • <I � 0• � V. � ❖8. 5I1
o � I
. .
PROPOSED o 0 0 o a ,
.....DONOT'ENER 24" cuRe & it i
o - - -- - PROPERTY LINE ..... -
.... °o - v GUTTER (TYP)
U) 5 10' SANITARY CONNECT TO � 0 14
�T�r�.
O'O SEWER EASEMEMT EXISTING CURB ..
. . . . . .'� -
.. ... .
-I ° AND GUTTER .. ... .. .. ... 50' B LDIN SE.. .K........
o \ ...... .. .. HEAVY DUTY..... .. .... .. .... .. .. ... .. ...
��......'... ..TRUNCATED
y. o. ...
-- U
...e'DEFUGAP ,�... ... ... ...... .. "o .. .-MCP... .ASPHALT (TYP), .. .. ... .. ......
E w P. �QaBGVGA4 PAVEMENT..... �. .. D P� \
rn---'r-- '-# ---tee,-<-. _. .._- ---.._..._...._ .__. ...- ----...---_..-_._. -_: - uti_i.8fz.�' ...STRIPING, TYP:)C m.....NOW ..18".WJDE.9.0'. ... ..... ... S OWIRE.PAINTE .....p• I, I,
❑> r \ .. ...... ..... CURB FLUME' .. ...... .. .........
--r.: ... ..... CROSSWALK,
✓� ./ �%
r
..
J CRO (TC" YP j l .
O LJ _ •�� %
F;,2r iWER 1.4�F,L1FJ7 PYLON
N o ,I w ✓
a I a P" bf
P I I'
11 °J
0 1
o v
N � PG 4016 �-III _ I � I y,.•'
y 486 PG 7a�'i(i _ F7' �I LT t,i.'%3' I.... _ -
NCDOT I
jl�-�- - - - ------------
EASEMENT, DRAINAGE
N c ' — — — — — —.
i UTILITY STRUCTURE- -
( 24" CURB B & ADA RAMP CONCRETE
E . ��: - - -_ _ GUTTER (TYP) (SEE DETAIL ,
�y _. _.. ..-.. SHEET C-8) SIDEWALK O
NAOC
o ' ,/ EXISTING LIGHT DUTY ASPHALT
DRIVEWAY
a v (TYP) - - _ - _._ - - - _ tI , EXIST NG SIGNALIZED
INTERSECTION
a
cEXISTING SIDEWALK
CONNECT TO `
Td
NC 55 HWY
k
a
d
a N PUBLIC Xr4YVARIES
Ov
m n ---_
Z \
z c"
ue
y�
to
000
r I �.
�s
vv
�o
GRAPHIC SCALE IN FEET
3
0 40
MC
a
U
w�
y N_
O t
2~
GENERAL NOTES
A. ALL CONSTRUCTION TO BE IN ACCORDANCE WITH THE LATEST TOWN OF
GRANTSBORO AND PAMLICO COUNTY STANDARDS AND SPECIFICATIONS.
B. ALL CONSTRUCTION SHALL CONFORM WITH APPLICABLE STATE AND LOCAL
CONSTRUCTION STANDARDS AS IDENTIFIED IN THESE PLANS. THE
CONTRACTOR SHALL MAINTAIN A CURRENT RELEASE OF THE STATE AND
LOCAL LAND DEVELOPMENT STANDARDS MANUAL ON THE PROJECT SITE FOR
REFERENCE DURING CONSTRUCTION OF THE PROJECT.
C. ALL DIMENSIONS ARE TO EDGE OF PAVEMENT AND FACE OF CURB UNLESS
OTHERWISE NOTED. ALL CURB RADII GIVEN TO THE FACE OF CURB.
D. ALL PAINT STRIPING, PAVEMENT MARKINGS, AND SIGNAGE SHALL CONFORM
TO THE "MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES" OR AS
OTHERWISE SPECIFIED. ALL REFERENCED SIGN STANDARDS ARE TAKEN
FROM THE "MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES". ALL NEW
SIGNS SHALL BE MOUNTED ON GALVANIZED POSTS AND IN ACCORDANCE
WITH STATE AND LOCAL REGULATIONS.
E. THE CONTRACTOR IS RESPONSIBLE FOR THE LOCATION AND PROTECTION OF
ALL EXISTING UTILITIES DURING CONSTRUCTION. AT LEAST 72 HOURS PRIOR
TO ANY DEMOLITION, GRADING, OR CONSTRUCTION ACTIVITY, THE
CONTRACTOR SHALL NOTIFY UTILITY PROVIDER FOR PROPER IDENTIFICATION
OF EXISTING UTILITIES WITHIN THE PROJECT SITE.
F. THE CONTRACTOR SHALL VERIFY DIMENSIONS AT JOBSITE.
G. CONTRACTOR IS RESPONSIBLE FOR THE INSTALLATION AND MAINTENANCE OF
ALL EROSION CONTROL DEVICES SHOWN ON THE APPROVED PLANS FOR THE
DURATION OF CONSTRUCTION OR UNTIL FINAL INSPECTION.
H. CONTRACTOR SHALL VERIFY LOCATION AND DEPTH OF EXISTING
STORMWATER STRUCTURES. CONTRACTOR SHALL NOTIFY ENGINEER IF
EXISTING CONDITIONS DO NOT MATCH INFORMATION ON PLANS.
I. APPROVAL OF THIS PLAN IS NOT AN AUTHORIZATION TO GRADE ADJACENT
PROPERTIES. WHEN FIELD CONDITIONS WARRANT OFF -SITE GRADING,
PERMISSION MUST BE OBTAINED FROM THE AFFECTED PROPERTY OWNERS.
J. NONSTANDARD ITEMS (IE: PAVERS, IRRIGATION SYSTEMS, ETC.) IN THE
RIGHT-OF-WAY REQUIRE A RIGHT-OF-WAY ENCROACHMENT AGREEMENT
WITH THE STATE AND LOCAL TRANSPORTATION DEPARTMENTS BEFORE
INSTALLATION.
LEGEND
PAINTED TRAFFIC ARROW
I
CONCRETE SIDEWALK
HEAVY DUTY ASPHALT PAVING
LIGHT DUTY ASPHALT PAVING
o
PROPOSED CVS SIGNAGE
O
PROPOSED PARKING COUNT
SITE AREA: 1.36 AC.
IMPERVIOUS AREA: 1.22 AC.
PERCENT IMPERVIOUS: 89.7%
BUILDING AREA; 11,945 SQ. FT.
HEIGHT: 1 STORY - LESS THAN 26'
GROSS FLOOR AREA: 11,945 SQ. FT.
BUILDING LOT COVERAGE
EXISTING
PROPOSED
PARKING REQUIRED
MIN.=1/200 SF. GFA RETAIL
3 HC SPACES
PARKING PROVIDED:
IMPERVIOUS AREA
EXISTING
PROPOSED
ZONING:
LAND USE:
EXISTING
PROPOSED
0.00 %
20J O%
60 SPACES
64 TOTAL SPACES
4 HANDICAP SPACES
0.18 AC
1.22 AC
CM -COMMERCIAL
VACANT
BUSINESS - RETAIL
DEED REFERENCE: D6486 PG743, DB735 PG232, DB486
PG743, DB486 PG401, DB486, PG755
PARCEL NUMBER: PIN: 6541436115
TOWNSHIP: TOWN OF GRANTSBORO
DENUDED AREA: 1.30 ACRES
SURVEY NOTE:
ALL EXISTING SITE AND TOPOGRAPHIC INFORMATION SHOWN
BASED ON A BOUNDARY & TOPOGRAPHIC SURVEY DATED
SEPTEMBER 1, 2014, PROVIDED BY RILEY SURVEYING, P.A.
3326 DURHAM CHAPEL HILL BLVD STE B-100 DURHAM, NC',
27707. PHONE [phone]
pharmacy"
SOUTHERN 11.945-LEFT
CHAMFER DRIVE-THRU
STORE NUMBER. 3987
NC HWY 55 & NC HWY 306
GRANTSBORO, NC
PROJECT TYPE RELOCATION
DEAL TYPE FEE -FOR -SERVICE
CS PROJECT NUMBER: 65789
ENGINEER:
Ki rn1e;%y1))) Horn
CONSULTANT.
KIMLEY—HORN AND ASSOC.
333 FAYETTEVILLE STREET
SUITE 600
RALEIGH, NC 27601
TEL [phone]
DEVELOPER:
REDDLANDS, INC.
2948 SIDCO DRIVE
NASHVILLE, TN 37204
PH [phone]
FAX [phone]
SEAL:
REVISIONS:
DRAWING BY: BTO
DATE: 22-SEPTEMBER-2014
JOB NUMBER: 012426048
TI TLE:
SHEET NUMBER:
SITE PLAN
C-3
COMMENTS:
NOT RELEASED FOR CONSTRUCTION

SSE
_+ 1
IS77NG 8-
VEL DRt VE
_ _
it, 11 t t
TANK_ 4
tt +
C o)1
o � +
,
f
Y l c,
o � RIM=41.7
Y IN=-37.7
I OUT 37.7
------ 1
- 15 _
_« � _•_- �/.,,.::'-.,.fi'-Vs' -- ice"/ / -� � ,,.. AA V � � I
IN
o
our-1' = A\ 11
�x n T=J-may
{�
r + �Yr� cl t 11 t
F
I-, Oil
\ \\ \ •„ -" ..ue-"'.. _.. !^ LIMITS
( _-_ r _.,- - � }.� to
1 {
WIDTH PROGRF_SS ENERGY EF;5rMEN1 e D j DISTURBANCE (TYP.)
f DB 543 PG 217 <pG � \ u ^ N IN: 3 22 -0 j •--" ' t ,
PGA 1 /-19 ,,.„._ 'C-._ -c
,ya_�_..-- _ _
INV IN: 38.39 (JB-05 INV OUT: 38.20 -„�..r-,,,�.-.-^
42.31 42.3f 1
0Dally
° TIWtO " , 1 � � � � I I �--t �� Ep ,- TIE To ExisnNG vv v C�
CATCH BASIN
1
I ` 11 1 FR f tt
(`� 73 LF OF 15" RCP 0 0.40% y
1.95
t/-
a°-I----T---- -- �i CB-07
I - RCP 42.13 � +
/i I RIM: 41.74 ®0.50% 42.01 -
a E I T -- STOE! x
^_ I INV OUT: 39.00 RIM: HP 42.28 HP 42.49
< o �' P -` - --- - - -P - i - �--' T RIM: 42.32 CB-04 42.61
o \r - - - 1 _ " _ I 84 LF OF 15" RCP 0 0.50% /-INV IN: 38.58 RIM: 41.97 ` k
o :' }� INV OUT: 38.a8 INV IN: 38.49 `
a ` y t1 ' INV OUT: 38.49 91 42.36
-------
0 5 1T 4 . 7 42.50
Uzi 7i i� �1 42.41 ,
Y; ; ; ; ; i -- -- t
i :: � - oo \ � � 1 . ,
It E /� i i iji`� I 11 MATCH EXISTING j
I ' 1, F I GRADE 4 .92 43.00 ,• ®oR \ � t 1 , i !
1 1 -_�1 1 42.5000
a Os t
M nY 37 4 2 4Y.59 7 �� }
T- 1 8" PVC ROOF ® - .._.--- 1.`t
MIN AISLOPE 00%
3 42.50 harmacy
Jf
HP. 42.73
---- \ 11,945 S.F.
0.2
42.73 64 PARKING SPACES
42.82 1.36 ACRES
C a__j (_ - \ \\ �A \ 42.59 / FFE=43.00 - ----- CB-os
�Lo I I 6- _-_____... \ \ ��.. �� ° .. i INV OUT 38.86 i;t l l i it
A :..
o °
° I -- --f--- \ \ \ REFER TO INSET "A" ' to
c ? L- \ \ \ \ 42,46 (THIS SHEET) FOR ROOF
o I I DRAIN INFORMATION . • ,(+ ± }
j - - --- 1 42.82 p
42.87
v\o6T-37. 43.00 11 +
N a ,-------- f■
1 2.74 42.80 43.00 43.00 e MATC GRADEphi
-= -7_7'• • .v • ----- '
> - - F- EX. DI-01 ..;.
f
r H � }EXISTINRIM: 42.14 :. • �1 .. t' •. r..i..x I
�l
o INV IN: 37.50 42.93
W° L j q INV OUT: 37.40 o c� o 0 , \
TIE TO EXISTING to 42.75 31
DRAIN INLET 177
r
3 42.66
a o 42.77 42.81
'6°
v 19 P µ cB-02
o a ss RIM: 41.20
tetra"3E � 0 0.40% �; INV OUT: 37.94 HP 43.00
5 - °O' jr3 d✓ir PC i t "� 1 /f
42.43
-FL- -- 10) - _ 42a7-_-__Fo--_-__-Fo-._- 42 -vo 41.75
41 81
41 66
ui I 1 ,I - s - - _ _ Fo -. __ - - Fo .__ .._.. ..- - Fu --- -
= I 1 1 4z ao
_._. " _ Ff -.... ._. _._ . - F;)
W W W A� FJ' ✓
-Pr�aea.a------`--=-."`s==-------"-- -__------__*-_ __-•-___ --•- 42.t9 - ':
`w 41.20 41.3 42.21 42.27 _: 42.82 ,-
- , - _`
42. 42.77
..__ __
a._ 5.ac _ Faa--vu---tx,_. 7e- -- -_-- _ f
z w I __ .- - _- 42.81 42.87 %/ f ,� "-
K e`PVC - 'F:A_.-'_ -. _--""_-"-flf'_ �"._,_, Gam____.__._.-fL(--a ._IFM-Y`-.-�... (.f__... �.r ..-
ion,_. NCU t bRAINAGE EA° t.:N:
I
�.. 15""RCP t.X
z°
j _ 42.87 42.71 1 1 1 #I
v I , Our 36.2
- - - . ..-. - - - ___. . �. _____ - �
O
a ` �Rrti-=742.0
" I LIMITS OF DISTURBANCE (TYP.) N-37.& t
Ou"1=37.8 - I
o Ito
T NC 55 HWY
a
0 - _ I PUBLIC RTY VARIES 1
0� I
ovwoo
z�
am
�N
> ._ - W _.- ,w- .- - - - - - W-- - - ._ .-.._._ W-- - - - - - W- - _. ...- _ - __ _._ .- - - - - .- W- -- .._. __ - _W__..-
U o
irt
m I
w- -
APPROXIMATE L7CA770N
0 I I OF PAMLICO COUNTY �
10" WATER MAIN
o NE, CLIFTON E I I ( dL'S, lti ri 3. Ji?.
2651428 ' i I \ 16514l12
m
i I i
U
�0 i
v
N
O�
a
CLEANO T CO-4
RIM=42.6
INVERT=37. O
0
8" PVC RO
DRAIN 0 1.00 e
8" PVC ROOF
DRAIN 0 1.00%
o
MIN SLOPE
O
O
RE
8" PVC ROOF
/
DRAIN 0 1.00%
�.
MIN SLOPE
o
° o
0
CO-31
�/
CLEANOUT
RIM=42.33
INVERT=37.581
O
8" PVC ROOF
DRAIN 0 1.00%
8" PVC ROOF
o
"
MIN SLOPE
DRAIN 0 1.00%
o 8" PVC ROOF
DRAIN 0 1.00%
MIN SLOPE
GRAPHIC SCALE IN FEET
INSET "A" - ROOF DRAINS 10 0
SCALE: 1 " = 10'
GENERAL NOTES
A. ALL CONSTRUCTION TO BE IN ACCORDANCE WITH THE LATEST PAMLICO
COUNTY STANDARDS AND SPECIFICATIONS.
B. ASPHALT TO DRAIN AS SHOWN.
C. ALL SPOT ELEVATIONS SHOWN ARE TO GUTTER ELEVATION AT FACE OF CURB
OR CONCRETE ELEVATION AT FACE OF ISLAND UNLESS OTHERWISE NOTED.
D. APPROVAL OF THIS PLAN IS NOT AN AUTHORIZATION TO GRADE ADJACENT
PROPERTIES. WHEN FIELD CONDITIONS WARRANT OFF -SITE GRADING,
PERMISSION MUST BE OBTAINED FROM THE AFFECTED PROPERTY OWNERS.
E. ANY CONSTRUCTION WITHIN STATE OR CITY RIGHT-OF-WAY WILL REQUIRE A
RIGHT-OF-WAY ENCROACHMENT AGREEMENT WITH THE STATE AND LOCAL
TRANSPORTATION DEPARTMENTS BEFORE CONSTRUCTION. THIS INCLUDES SUCH
WORK AS SIDEWALKS, IRRIGATION SYSTEMS, ASPHALT OVERLAYS, ETC.
F. CONTRACTOR IS RESPONSIBLE FOR ENSURING PROPOSED GRADES AND OTHER
IMPROVEMENTS ARE CONSTRUCTED IN ACCORDANCE WITH ADA CRITERIA.
CONTRACTOR MUST SHOW WHERE SLOPES CANNOT EXCEED 2% IN ANY
DIRECTION AND ANY OTHER LIMITATIONS.
G. ALL REINFORCED CONCRETE PIPE SHALL BE CLASS III, EXCEPT AS NOTED ON
PLANS.
GRADING LEGEND
-100 - - PROPOSED CONTOUR
EXISTING CONTOUR
x 70.50
wi
CS
CB
HP
LP
SDCO
PROPOSED SPOT ELEVATION
CATCH BASIN
STORM PIPE
LIMITS OF DISTURBANCE
CONTROL STRUCTURE
CATCH BASIN
HIGH POINT
LOW POINT
STORM DRAIN CLEANOUT
DISTURBED AREA: 1.30 ACRES
GRAPHIC SCALE IN FEET
10 20 40
SURVEY NOTE:
ALL EXISTING SITE AND TOPOGRAPHIC INFORMATION SHOWN
BASED ON A BOUNDARY & TOPOGRAPHIC SURVEY DATED
SEPTEMBER 1, 2014, PROVIDED BY RILEY SURVEYING, P.A.
3326 DURHAM CHAPEL HILL BLVD STE B-100 DURHAM, NC
277C7. PHONE [phone]
pharmacy'
sounieRN nsas-ter
CHAMFER DRIVE-hHU
STORE NUMBER- 3987
NC HWY 55 & NC HWY 306
GRANTSBORO, NC
PROJECT TYPE RELOCATION
DEAL TYPE FEE -FOR -SERVICE
ENGINEER:
Kimilgelyo) Horn
CONSULTANT
KIMLEY-HORN AND ASSOC.
333 FAYETTEVILLE STREET
SUITE 600
RALEIGH, NC 27601
TEL [phone]
DEVELOPER:
REDDLANDS, INC.
2948 SIDCO DRIVE
NASHVILLE, TN 37204
PH [phone]
FAX [phone]
SEAL:
.P, %A CAROB
N 9
REVISIONS:
DRAWING BY: BTO
DATE: 22-SEPTEMBER-2014
JOB NUMBER: 012426048
TI TLE:
GRADING AND
DRAINAGE
SHEET NUMBER:
C-4
COMMENTS:
NOT RELEASED FOR CONSTRUCTION