SW8960918_Approved Plans_20131213

SITE INFORMATION
SITE ADDRESS:
2541 CASTLE HAYNE ROAD
OWNER/CLIENT:
McDONALD'S USA, LLC
4601 SIX FORKS ROAD
SUITE 200
RALEIGH, N.C. 27809
TELEPHONE: [phone]
FAX. • [phone]
DESIGNER:
COMMERCIAL SITE DESIGN, Pl LC
8312 CREEDMOOR ROAD
RALEIGH, NORTH CAROLINA 27613
TEL: [phone], FAX. [phone]
ZONING
&2 (HIGHWAY BUSINESS)
EXISTING USE:
RESTAURANT WITH DRIVE THRU
PROPOSED USE:
RESTAURANT WITH DRIVE THRU
BUILDING SETBACKS:
FRONT (CASTLE HAYNE ROAD)
50 FEET
RIGHT (CASTLE HAYNE ROAD)
60.5 FEET
LEFT (CASTLE HAYNE ROAD)
30 FEET
REAR (CASTLE HAYNE ROAD)
35 FEET
LANDSCAPE SETBACKS:
FRONT
25 FEET AVG.
RIGHT
12.5 FEET
LEFT
0 FEET
REAR
OFEET
PARKING REQUIREMENTS:
1 SPACE PER 3 SEATS AND 1 SPACE PER
2 EMPLOYEES
80 SE4TS/3 = 27 SPACES
45 EMPLOYEES / 2 = 8 SPACES
TOTAL REQUIRED = 35 SPACES
PARKING PROVIDED:
39 REGULAR SPACES
2 HANDICAP SPACES
41 TOTAL SPACES
SITE AREA:
40,703 SF OR 0.93 ACRES
DISTURBED AREA:
37, 979 SF OR 0.87 ACRES
EXISTING IMPERVIOUS AREA:
26,814 SF OR 0.82 ACRES
PROPOSED PERVIOUS
2,344 SF OR 0.05 ACRES
PAVEMENT AREA:
PROPOSED IMPERVIOUS AREA:
29,663 SF OR 0.68 ACRES
DIFFERENCE:
+ 2,849 SF
BUILDING AREA:
4,500 SF
•
STAT SITE CO E 32=0468
GBL NUMB RON 19550058,8:553
CSD PROJECT NUMBER. MCD=1218
CONTACTS,.*
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ZONING
FIRE
NEW HANOVER COUNTY ZONING DEPT
NEW HANOVER COUNTY FIRE SERVICES
230 GOVERNMENT CENTER DRIVE
CONTACT: RAY GRISWOLD
WILMINGTON, NORTH CAROLINA 28403
PHONE: [phone]
CONTACT' LINDA PAINTER
PHONE: [phone]
HVAC
NEW HANOVER COUNTY INSPECTIONS
S/GNAGE
230 GOVERNMENT CENTER DRIVE
NEW HANOVER COUNTY ZONING DEPT.
WILMINGTON, NORTH CAROLINA 28403
230 GOVERNMENT CENTER DRIVE
CONTACT.° REGGIE HOCKS
WILMINGTON, NORTH CAROLINA 28403
PHONE: [phone]
CONTACT. LINDA PAINTER
PHONE. [phone]
GAS
PIEDMONT NATURAL GAS
BUILDING AND INSPECTIONS
1321 S. 10th STREET
NEW HANOVER COUNTY INSPECTIONS
WILMINGTON, NORTH CAROLINA 28401
230 GOVERNMENT CENTER DRIVE
CONTACT.• CARL PAQUET
WILMINGTON, NORTH CAROLINA 28403
PHONE: [phone]
CONTACT: REGGIE HUCKS
PHONE: [phone]
ELECTRIC
DUKE ENERGY
STREET AND HIGHWAY DATA
404 RALEIGH STREET
NCDOT, DIVISION 3, DISTRICT 3
WILMINGTON, NORTH CAROLINA 28412
310 DISTRIC DRIVE
CONTACT MARK HATFIELD
WILMINGTON, NORTH CAROLINA 28401
PHONE: [phone]
CONTACT ALAN HANCOCK
PHONE: [phone]
TELEPHONE
CENTURY LINK
WATER
CUSTOMER SUPPORT
CAPE FEAR PUBLIC UTILITIES
PHONE. ° [phone]
235 GOVERNMENT CENTER DRIVE
WILMINGTON, NORTH CAROLINA 28403
HEALTH
CONTACT: BERNICE JOHNSON
NEW HANOVER COUNTY
PHONE: [phone]
ENVIRONMENTAL HEALTH
230 GOVERNMENT CENTER DRIVE
STORM SEWER
SUITE 140
NEW HANOVER COUNTY
WILMINGTON, NORTH CAROLINA 28403
230 GOVERNMENT CENTER DRIVE
CONTACT: SUSAN WRIGHT
SUITE 160
PHONE: [phone]
WILMINGTON, NORTH CAROLINA 28403
CONTACT' JASON CLARK
PHONE: [phone]
SANITARY SEWER
CAPE FEAR PUBLIC UTILITIES
235 GOVERNMENT CENTER DRIVE
WILMINGTON, NORTH CAROLINA 28403
CONTACT BERNICE JOHNSON
PHONE: [phone]
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DRAWING INDEX
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COVER SHEET
C-2
TOPOGRAPHIC SURVEY
C-2a
DEMOLITION PLAN
C-3
SITE PLAN
C-4
ADA ACCESSIBILITY PLAN AND DETAILS
C-- 5
GRADING/EROSION CONTROL PLAN
C— 5a
NPDES STABILIZATION PLAN
C-6
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DETAILS
C-8
DETAILS
C-9
DETAILS
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DETAILS
C-9b
DETAILS
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C-10
MENU BOARD DETAILSn
BEC
C-11
SD DETAILS
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EASEMENT
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WELL
ASPHALT
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RIM=30.18
INV.IN=25.78
INV.IN=17.43 SW
1NV.IN=17.38 SW
�.\ INV.OUT=17.28 N
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ASPHALT
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MAP ID. 312911.59.5414 CLEAhvOUT
ZONED - B-2 BUSINESS DISTRICT (TYP.)\
LIGHT POLE
(TYP.)
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LAURINBURG KFC TAKE HOME, INC APPROX. LOCATION LL Lucn
DEED BOOK 529Z PAGE 2072 FROM CAPE FEAR 0
MAP ID. 312907.57.7874 PUBLIC UTILITY `Z
AUTHORITY - ^
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EDGE OF PA EMENT ADD (2) �Cri
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N TER A CCE�SS DRI VE (PRI VA TE STREET) C)
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(ASPHALIT ROADWAY) ® . CONCRETE ISLAND'
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"WELCOME IRON PIPE SET O KERRAVEN
McCAFE (50' R I G H 0A'0
SIGN w
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12" HICKORY ��_
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BUFFER ° ► , ; ; �, FOUND u n t S BOLT UNDER SET SCREW
S ..: EDGE OF PAVEMENT LIGHT POLE WATER �; 9 ;•' L"PULL t ELEV. = 32.97'
VALVE (TYP.) ''
t AV 88
(TYP.) : RR1Cf�' FORWARD � \ t vy ( )
UNDERGROUND BUSH fy''' ' DRIVE THRU" t
ELECTRIC PER �,, ASPHALT
\ ^tom
/// • .J (TYP.) SIGN �t 0 \
ASPHALT :: � / AS BUILT DATED i tvrlloo \
IRON PIPE n 10-16-1994 — ► \ SMH
13 SET o �,,•,,// o
r :` '.• ° i / //, f" ` �" �3�' 4 �t \ \ RIM=31.13
SMH .; ; , /,.1-
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RIM=28.76
INV.1N=21.01 NW DI rn ' ' " ff`r "';'"'`f BUILDING %' J f CONCRETE CURB ' �t
,;'; , , '> r' f & GUTTER (typ.) u, c�
INV.1N=18.71 N T/G=28.18 ,: �.>', ,',';;' ;,- f' 'i `" 0 t
INV. NORTH " t
INV. OUT==18.16 S - y `y;;'; ,;/�i
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NCGS MONUMENT
Jf f ' _-__-----------------------------� N = 197,146.55
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ASPHALT -------------_...._®_
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------------.- _----_-_ ------ -- t (NAD 83)
L--------------------�---------------- ---N/F �
1 EDWIN I. JR & NANCY R. ENNIS ET AL
DEED BOOK 5136, PAGE 1331
PIN# 3129.57. 7485.000
MAP ID. 312911.57-7485
19 ZONED B-2 BUSINESS DISTRICT
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GRAPHIC SCALE
20 0 10 20 40
1 inch = 20 ft.
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LEGEND
AC = ACRES
♦
CALCULATED POINT
ACSM =
AMERICAN CONGRESS ON
SURVEYING AND MAPPING
0
EXISTING IRON PIPE
ALTA =
AMERICAN LAND
BORE HOLE
TITLE ASSOCIATION
O
IRON PIPE SET
B.M. =
BOOK OF MAPS
0
SANITARY SEWER MANHOLE
EIP =
EXISTING IRON PIPES
Q
SANITARY SEWER CLEANOUT
ELEV =
ELEVATION
'"r
D4
WATER VALVE
FIRM =
FLOOD INSURANCE RATE MAP
®
WATER METER
GPS =
GLOBAL POSITIONING SYSTEM
FIRE HYDRANT
HUD =
HOUSING URBAN DEVELOPMEP
Q
TELEPHONE PEDESTAL
HYD =
FIRE HYDRANT
(D
TELEPHONE MANHOLE
INV =
INVERT
Q
ELECTRIC BOX
/PS =
IRON PIPE SET
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LIGHT POLE
LLC =
LIMITED LIABILITY COMPANY
POWER POLE
MPH =
MILES PER HOUR
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CURB INLET MSL = MEAN SEA LEVEL
0 STORM DRAINAGE MANHOLE N/F = NOW OR FORMERLY
Q
p YARD INLET NSPS = NATIONAL SOCIETY OF
PROFESSIONAL SURVEYORS
_-__------- STORMDRAIN NTS = NOT TO SCALE
Q
OU OVERHEAD UTILITIES
R.C.P. = REINFORCED CONCRETE PIPE
W
UE UNDERGROUND ELECTRIC
R/W = RIGHT-OF-WAY
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UT UNDERGROUND TELEPHONE SF = SQUARE FOOT
W
F-
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w WATER LINE S.R. = STATE ROAD
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SS SANITARY SEWER LINE TBM = TEMPORARY BENCH MARK
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G GAS LINE TWSP = TOWNSHIP
--X X FENCE LINE TYP = TYPICAL
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SURVEY INFORMATION
PREPARED BY: COMMERCIAL SITE DESIGN, PLLC
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8312 CREEDMOOR ROAD
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RALEIGH, NORTH CAROLINA 27613 I
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PHONE: [phone] .J
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DATE OF ORIGINAL FIELD SURVEY.NOVEMBER 20, 2012
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STREETADDRESS
2541 CASTLE HAYNE ROAD
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CITY
STATE
STATUS
DATE
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WILMINGTON
NORTH'CAROLINA
FINAL
-
-
COUNTY
PLAN CHECKED
-
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NEW HANOVER
AS -BUILT
-
-
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TAX PARCEL NUMBER
LOCATION CODE NUMBER
C-2
R03300-001-040-000
32-0468
TCJPOGRAPHIC
CSD FILENAME:
MCD1218-TS
SURVEY
X

SITE KEY NOTES:
O CONSTRUCT 2' SPILLING CURB AND GUTTER PER DETAIL SHEET
02 CONSTRUCT 2' CATCHING CURB AND GUTTER PER DETAIL SHEET
V ASPHALT PAVEMENT PER SOILS REPORT SPECIFICATIONS
04 TRANSITION FROM ASPHALT TO CONCRETE PAVEMENT PER DETAIL SHEET
O MATCH EXISTING ASPHALT
U6 CONSTRUCT STANDARD CONCRETE H.C. RAMP PER DETAIL SHEET
�7 CONSTRUCT FLUSH CONCRETE H.C. RAMP PER DETAIL SHEET
DELIVERYRAMP
O9 INSTALL HANDICAP SIGNAGE IN STEEL PIPE BOLLARD WITH IDEAL SHIELD COVER PER
ADA ACCESSIBILITY PLAN AND DETAIL SHEET
9a INSTALL VAN ACCESSABLE HANDICAP SIGNAGE IN STEEL PIPE BOLLARD WITH IDEAL
SHIELD COVER PER ADA ACCESSIBILITY PLAN AND DETAIL SHEET
10 PAINT HANDICAP SYMBOL
11 PAINT TRAFFIC ARROWS PER DETAIL SHEET
12 PAINT 4" WIDE STRIPE, WHITE
13 PAINT 4- WIDE STRIPES, WHITE @ 450 2=0" O.C.
GRILL STALL / PICKUP AREA, PAINT SINGLE 8- WIDE STRIPE, YELLOW
PAINTED "DRIVE-THRU" DIRECTIONAL ARROW, YELLOW, COORDINATE WITH MCDONALD'S
CONSTRUCTION MANAGER
PAINTED DIRECTIONAL ARROW AT DRIVE THRU LANE AND MERGE POINT, YELLOW
kmONITOR/I
THERMOPLASTIC, COORDINATE WITH McDONALDS CONSTRUCTION MANAGER
WELL
16
PAINT 6" WIDE YELLOW STRIPE ON ASPHALT FROM EDGE OF CONCRETE DRIVE-THRU
LANE
PAINT "?HANK YOU" PER DETAIL SHEET
ASPHALT
1 8
0
s
TI NS
M D O
WALK WITH TILE SU NALD S SPECIFICATIONS
CONSTRUCT TILE CONCRETE W SURFACE PER c O
19
CONSTRUCT BROOM FINISH ACCESS CONCRETE SIDEWALK PER DETAIL SHEET
SMH
RIM=30.18
2�0
CONCRETE PAD @ DRIVE-THRU AND HANDICAP SPACES PER McDONALDS STANDARDS
AND SPECIFICATIONS, 10' CONTROL JOINTS, 20' EXPANSION JOINTS OR PER SOILS
INV IN=25.78
WV.IN=17.43 SW
REPORT SPECIFICATIONS. GENERAL CONTRACTOR TO VERIFY WITH MCDONALD'S AREA
WV.IN=17.38 SW
WV.OU7=17.28 N--
CONSTRUCTION MANAGER PRIOR TO APPLYING BLACK COLORING (OPTIONAL).
21 CONCRETE PAD FOR GREASE TRAP, SEE PLUMBING PLANS AND MCDONALD'S
STANDARDS AND SPECIFICATIONS. GENERAL CONTRACTOR TO VERIFY WITH
McDONALD'S AREA CONSTRUCTION MANAGER PRIOR TO APPLYING BLACK COLORING
(OPTIONAL).
22 CONSTRUCT CONCRETE DUMPSTER PAD PER SOILS REPORTAND MCDONALD`S r
STANDARDS AND SPECIFICATIONS, GENERAL CONTRACTOR TO VERIFY WITH
MCDONALD'S AREA CONSTRUCTION MANAGER PRIOR TO APPLYING BLACK COLORING
(OPTIONAL). 41
23 CONTRACTOR TO INSTALL "PULL FORWARD" SIGNAGE, PER MCDONALD°S SPECIFICATIONS ASPHALT
RE -USE EXISTING TRANSFORMER SERVING EXISTING CENTER AND PROPOSED
MCDONALD'S (COORDINATE SIZE AND LOCATION WITH POWER COMPANY) TIDEWATER POWER CO.
DB 5$9, PG TIE
CONSTRUCT DUMPSTER ENCLOSURE (TO MATCH BUILDING) PER DETAIL SHEET
CP&i EASEMENT
@ STORAGE SHED (PER DETAIL SHEET), EXTERIOR FINISH TO MATCH DUMPSTER DB 589, PG TIE /
ENCLOSURE C
5
0 EXISTING SITE IDENTIFICATION SIGN TO REMAIN
Q "PLEASE HAVE MONEY ... "SIGN SUPPLIED BY AND INSTALLED BY SIGN CONTRACTOR
29 DIRECTIONAL SIGNAGE (PER DETAIL SHEET): GALVANIZED ANCHOR BOLTS, (6"ABOVE 10
GRADE), FOOTINGS AND ELECTRICITY BY GENERAL CONTRACTOR, SIGN INSTALLED BY MATCH
SIGN CONTRACTOR. CONTRACTOR TO COORDINATE WITH MCDONALD`S CONSTRUCTION EXISTING
MANAGER ASPHALT
30 PROPOSED FLUME PER DETAIL SHEET
31 POLE MOUNTED AREA LIGHT(S) SEE LIGHTING PLAN. GALVANIZED ANCHOR BOLTS, (6-
ABOVE GRADE), FOOTINGS BY GENERAL CONTRACTOR, POLE INSTALLED BY SIGN
CONTRACTOR CONTRACTOR TO COORDINATE WITH MCDONALD`S CONSTRUCTION
MANAGER
32 MENU BOARD (PER DETAIL SHEET): GALVANIZED ANCHOR BOLTS, (6-ABOVE GRADE),
FOOTINGS AND ELECTRICITY BY GENERAL CONTRACTOR, SIGN INSTALLED BY SIGN
CONTRACTOR. CONTRACTOR TO COORDINATE WITH MCDONALD'S CONSTRUCTION
MANAGER
33 VERTICAL PREVIEW -PRE-SELL- BOARD (PER DETAIL SHEET): GALVANIZED ANCHOR U
BOLTS, (6-ABOVE GRADE), FOOTINGS AND ELECTRICITY BY GENERAL CONTRACTOR, CL SPE DE 8Ul
SIGN INSTALLED BY SIGN CONTRACTOR CONTRACTOR TO COORDINATE WITH
MCDONALD'S CONSTRUCTION MANAGER
3 CUSTOMER ORDER DISPLAY WITH DETECTOR LOOP (PER DETAIL SHEE7): GALVANIZED
ANCHOR BOLTS, (6-ABOVE GRADE), FOOTINGS AND ELECTRICITY BY GENERAL
CONTRACTOR, SIGN INSTALLED BY SIGN CONTRACTOR. CONTRACTOR TO COORDINATE y�
WITH MCDONALD'S CONSTRUCTION MANAGER
3� DRIVE-THRU CANOPY (PER DETAIL SHEET): GALVANIZED ANCHOR BOLTS, (6"ABOVE
GRADE), FOOTINGS AND ELECTRICITY BY GENERAL CONTRACTOR, SIGN INSTALLED BY ', JR------''
SIGN CONTRACTOR. CONTRACTOR TO COORDINATE WITH MCDONALD`S CONSTRUCTION 59.5414 CLE•e
MANAGER `S DISTRICT (T YF
36 30 -0- FLAG POLE, ALUMINUM FINISH POLE AND FLAG (PER DETAIL SHEET), GALVANIZED
ANCHOR BOLTS, (6-ABOVE GRADE), FOOTINGS BY GENERAL CONTRACTOR, POLE
INSTALLED BY SIGN CONTRACTOR. CONTRACTOR TO COORDINATE WITH MCDONALD'S
CONSTRUCTION MANAGER
® STEEL PIPE BOLLARD PER DETAIL SHEET
3 HANDRAIL, SEE ARCHITECTURAL PLANS
LIGHT POLE
39 6" VERTICAL HEADER CURB PER DETAIL SHEET (TyP)
40 GATEWAY SIGN (PER DETAIL SHEET): GALVANIZED ANCHOR BOLTS, (6-ABOVE GRADE),
FOOTINGS AND ELECTRICITY BY GENERAL CONTRACTOR TO COORDINATE WITH
MCDONALDS CONSTRUCTION MANAGER
41 ,)
MATCH EXISTING CURB ASPHALT
42 RE -USE EXISTING WELL AND ASSOCIATED FIXTURES FOR IRRIGATION
43 6" HEADER CURB WITH TOP OF CURB TO BE FLUSH WITH ASPHALT SURFACE TO PROVIDE
CLEAN EDGE WITH PERVIOUS PAVEMENT SEE DETAILS SHEET.
CONSTRUCT PERVIOUS PAVEMENT PER GEOTECHNICAL REPORT RECOMMENDATIONS
AND SPECIFICATIONS. SEE DETAIL SHEET FOR MINIMUM PAVEMENT SECTION.
CONTRACTOR SHALL COORDINATE WITH GEOTECHNICAL ENGINEER PRIOR TO ANY
CONSTRUCTION AND ADJUST PAVEMENT SECTION ACCORDINGLY.
ZONING INFORMATION
ZONING:
B-2 (HIGHWAY BUSINESS)
BUILDING SETBACKS
FRONT (CASTLE HAYNE ROAD):
50 FEET
RIGHT SIDE
60.5 FEET
LEFT SIDE:
30 FEET
REAR:
35 FEET
LANDSCAPE SETBACKS
FRONT.,
25 FEET AVG.
RIGHT SIDE:
12.5 FEET
LEFT SIDE:
0 FEET
REAR:
0 FEET
PARKING REQUIREMENTS:
1 SPACE PER 3 SEATS AND ?SPACE PER
2 EMPLOYEES
90 SEATS/3 = 30 SPACES
15 EMPLOYEES / 2 = 8 SPACES
TOTAL REQUIRED = 38 SPACES
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LAURINBURG KFC TAKE HOME, INC
111
DEED BOOK 529Z PAGE 2072 40
MAP ID. 312907.57.7374,,,,,,
10.0' UTILITY 10
EASEMENT 1
LIGHT POLE APPROX. LOCATION FROM CAPE
-` (T,I?) FEAR PUBLIC UTILITYAUTIIIORIT�S
S Uoo 0
d Q-----J cn =
co Cn
r-v �-
i EDGE OF PAVEMENT t 1
TREE FM (& 16" i a. —_
d SHOPPING CENTER ACCESS DRIVE (PRIVATES 7) � Q
d 50' RIGHT -OF -WAS F
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.= A CONCR -�
•: A� PH L•: FM Co
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ERR AVL../V
(50' RIGHT.pF-WAS
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d 3" CREPE 3" CREPE � �'�' G) :k b �
d MYRTLE' MYRTLE 12" HICKORY �
SMH
d - - 50.01 Cn
RIM=31.21 , r` . a
CA
I cn !N V IN=23.26 ; ""r,,,, rr
INl. IN=21.01 NW i `--DI
INV.IN=18.71 N T/G=28.18
INV. OUT=98.16 S INV.IN=25.83 NORTH
INV.OUT =25.13 SOUTH
� ASPHALT.
L------------------------------------
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1
,_ASPHALT--`1 \` � lCo l I
rn�o
lo SMH
RIM=31.13
EXISTING BRICK ASPHALT � �; �
BUILDING CONCRETE CURB i �I m
& GUTTER (typ.) O 1 Co
iz
---' NCGS MONUMENT
f N =197,146.55
E = Z325,975.24
ti
(NAD 83)
NIF
EDWIN 1. JR & NANCY R. ENNIS ET AL
DEED BOCK 5136, PAGE 1331
PIN# 3129. 57. 7485, 000
MAP ID. 312911.57.7435
ZONED B-2 BUSINESS DISTRICT
GRAPHIC SCALE
20 0 10 20 40
I inch = 20 ft.
BOLT UNDER SET SCREW
ELEV. = 32.97'
( TVD 88)
a
GENERAL SITE NOTES:
SEE SHEET C-4 GENERAL SITE NOTES.
LEGEND
SPILL CURB
ZT I
HANDICAP RAMP
HANDICAP STALL
CONCRETE
PROPERTYLINE
--�—
SIGN
•
BOLLARD
DC. FIRE HYDRANT
X
FENCE
POLE MOUNTED AREA LIGHT
Q
EXISITING IRON PIPE
F-F-E ==_w FINISH FLOOR ELEVATION
PAVING SPECIFICATIONS
CONTRACTOR TO REFER TO SOILS REPORT BYECS, PROJECT NO.22-18274-B
DATED NOVEMBER 27, 2012 FOR SITE SPECIFIC PAVEMENT SPECIFICATIONS.
3-ASPHALT SURFACE (9F9 5A)
6"ABC STONE
NOTE:
McDONALD'S ENGINEER RESERVES THE RIGHT TO REQUEST A COMPACTION
TESTAND/OR A CORE SAMPLE. IF TESTS PROVE CORRECT, PER ABOVE
SPECIFICATION, TESTS WILL BEAT THE EXPENSE OF McDONALD'S, OTHERWISE,
GENERAL CONTRACTOR WILL BE CHARGED.
PARKING INFORMATION
TOTAL 2 HC SPACES 8.0' X 19 0' @ 60-
SPACES 2 SPACES 9.0' X 19.0' @ 90'
41 37 SPACES 9.0' X 19 @ 60--
UTILITY INFORMATION
SIZE & TYPE LOCATION
SANITARY SEWER 10" PVC PUBLIC, ALONG ACCESS ROAD
WATER 8" PVC PUBLIC, ALONG CASTLE HAYNE ROAD
(OPPOSITE SIDE)
STORM SEWER RCP @ RW AND SWALE AT REAR
ELECTRIC OVERHEAD ALONG CASTLE HAYNE ROAD
(OPPOSITE SIDE)
GAS 6" MAIN ALONG CASTLE HAYNE ROAD
(OPPOSITE SIDE)
SURVEY INFORMATION
PREPARED BY.' COMMERCIAL SITE DESIGN, PLLC
8312 CREEDMOOR ROAD b s
RALEIGH, NOR774 CAROLINA 27613
PHONE: [phone]
DATE OF ORIGINAL FIELD SURVEY: NOVEMBER 20, 2012
134­
PLAN SCALE: 1 " = 20'
STREET ADDRESS
2541 CASTLE HAYNE ROAD'
CITY STATE
WILMINGTON NORTH CAROLINA
COUNTY
NEW HANOVER
TAX PARCEL NUMBER
R03300-001-040-000
CSD FILENAME:
MCD1218-SP
LOCATION CODE NUMBER
32-0468
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-
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SITE PLAN

TEMPORARY SEEDING IN NORTH CAROLINA
GRADING/EROSION CONTROL NOTES:
SEEDING MIXTURE
SPECIES
RATE 12blacrG�
RYE (GRAIN)
120
ANNUAL LESPEDEZA (KOBE
LATE WINTER &
IN PIEDMONT AND COSTAL PLAIN,
EARLY SPRING
KOREAN IN MOUNTAINS
50
OMIT ANNUAL LESPEDEZA WHEN DURATION
OF TEMPORARY COVER IS NOT TO EXTEND
BEYOND JUNE
GERMAN MILLET
40
SUMMER
IN THE PIEDMONT AND MOUNTAINS, A
SMALL -STEMMED SUNDAGRASS MAYBE
SUBSTITUTED AT A RATE OF 50 LBIACRE.
FALL
RYE (GRAIN)
120
SEEDING DATES:
MOUNTAINS - ABOVE 2500 ft FEB. 15 - MAY 15
LATE WINTER & BELOW 2500 ft. FEB. I - MAY 1
EARLY SPRING PIEDMONT - JAN 1- MAY 1
COASTAL PLAIN - DEC. 1- APR. 15
MOUNTAINS - MAY 15 - AUG. 15
SUMMER PIEDMONT - MAY 1- AUG. 15
COASTAL PLAIN - APR. 15 - AUG. 15
FALL MOUNTAINS - AUG. 15 - DEC. 15
COASTAL PLAIN AND PIEDMONT- AUG. 15 - DEC.30
SOIL AMENDMENTS
FOLLOW RECOMMENDATIONS OF SOIL TESTS OR APPLY 2, 000 LBS/ACRE GROUND
AGRICULTURAL LIMESTONEAND 750 LBSIACRE 10-10-10 FERTILIZER
MULCH
APPLY 4,000 LBS/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 FULLYADEQUATE RESEED, REFERTILIZE AND MULCH
IMMEDIATELY FOLLOWING EROSION OR OTHER DAMAGE
MAINTENANCE NOTES:
IN GENERAL, ALL EROSION AND SEDIMENT CONTROL MEASURES WILL BE CHECKED AND
MAINTAINED DAILYAND AFTER EACH RAINFALL GREATER THAN 0.5 INCHES ANY SEDIMENT
THAT HAS BEEN TRANSPORTED BEYOND THE PROJECT LIMITS SHALL BE REMOVED. THE
FOLLOWING ITEMS WILL BE CHECKED IN PARTICULAR:
CONSTRUCTION ENTRANCE. -
INSPECT CONSTRUCTION ROADS AND PARKING AREAS PERIODICALLY FOR CONDITION OF
SURFACE. TOP DRESS WITH NEW GRAVEL AS NEEDED. CHECK ROAD DITCHES AND OTHER
SEEDED AREAS FOR EROSION AND SEDIMENTATION AFTER RUNOFF PRODUCING RAINS
MAINTAIN ALL VEGETATION IN A HEALTHY, VIGOROUS CONDITION. SEDIMENT PRODUCING
AREAS SHOULD BE TREATED IMMEDIATELY.
SILT FENCE:
INSPECT SEDIMENT FENCES AT LEAST ONCE A WEEK AND AFTER EACH RAINFALL. MAKE ANY
REQUIRED REPAIRS IMMEDIATELY. SHOULD THE FABRIC OF A SEDIMENT FENCE COLLAPSE,
TEAR, DECOMPOSE, OR BECOME INEFFECTIVE, REPLACE IT IMMEDIATELY. REMOVE SEDIMENT
DEPOSITS WHEN HALF FULL OF SEDIMENT AND UNSTABLE SEDIMENT DEPOSITS AND BRING THE
AREA TO GRADE AND STABILIZE IT AFTER THE CONTRIBUTING DRAINAGE AREA HAS BEEN
PROPERLY STABILIZED.
SILT FENCE GRAVEL OUTLET -
INSPECT SEDIMENT FENCE GRAVEL OUTLETS AT LEAST ONCEA WEEKAND AFTER EACH
RAINFALL. MAKE ANY REQUIRED REPAIRS IMMEDIATELY. REMOVE SEDIMENT DEPOSITS AS
NECESSARY TO PROVIDE ADEQUATE STORAGE VOLUME FOR THE NEXT RAIN. ANY RIP RAP
DISPLACED MUST BE REPLACED IMMEDIATELY.
BLOCK AND GRAVEL INLET PROTECTION AND SILT SACK INLET PROTECTION. -
INSPECT AFTER EACH RAIN AND MAKE REPAIRS AS NEEDED. REMOVE SEDIMENT WHEN HALF
FULL OF SEDIMENT. WHEN THE CONTRIBUTING DRAINAGE AREA HAS BEEN ADEQUATELY
STABILIZED, REMOVE ALL MATERIALS AND ANY UNSTABLE SOIL, AND EITHER SALVAGE OR
DISPOSE OF IT PROPERLY. BRING THE DISTURBED AREA TO PROPER GRADE, THEN SMOOTH
AND COMPACT IT. APPROPRIATELY STABILIZE ALL BARE AREAS AROUND THE INLET.
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COMPLIANCE WITH ALL APPLICABLE FEDERAL, STATE, AND LOCAL LAWS, REGULATIONS, AND
ORDINANCES IS MAINTAINED THROUGHOUT EXECUTION OF THIS PROJECT.
1.) OBTAIN LAND DISTURBING PERMIT. SCHEDULE PRE -CONSTRUCTION MEETING.
2.) INSTALL GRAVEL CONSTRUCTION PAD, SILT FENCE OR OTHER MEASURES AS SHOWN ON
THE APPROVED PLAN. CLEAR ONLYAS NECESSARY TO INSTALL THESE DEVICES. SEE
DETAIL ON SEEDING SCHEDULE. CONTRACTOR SHALL BEGIN W1T7-I SEDIMENT FENCING .
3.j BEGIN CLEARINGIGRUBBING AND GENERAL EXCAVATION ON SITE. IT IS THE
RESPONSIBILITY OF THE CONTRACTOR TO PHASFISTAGE EROSION CONTROL TO ALLOW
FOR CONSTRUCTION.
NOTE: CONTRACTOR SHALL INSPECT AND REPAIR ALL EROSION DEVICES AT LEAST ONCE
A WEEK AND AFTER EVERY RAINFALL. GRADING ACTIVITY SHALL BE PROHIBITED IN THE
AREAS OF THE SEDIMENT CONTROL DEVICES/SEDIMENT TRAPS UNTIL THE AREAS
UPSTREAM OF THESE DEVICES HAVE BEEN STABILIZED AND APPROVED.
4.) BEGIN INSTALLING UPSTREAM STORM DRAINAGE SYSTEM. INSTALL APPROVED INLET
PROTECTION. ADDITIONAL MEASURES MAYBE REQUIRED BY THE INSPECTOR DUE TO THE
ROUTING OF THE STORM DRAINAGE SYSTEM AND ACTUAL FIELD CONDITIONS;
NOTE. SEDIMENT BASINS SHALL BE FUNCTIONAL THROUGHOUT GRADING AND
EXCAVATING.
5.) STABILIZE SITE AS AREAS ARE BROUGHT UP TO FINISH GRADE WITH VEGETATION,
PAVING, DITCH LININGS, ETC.. SEED AND MULCH DENUDED AREAS WITHIN FIFTEEN (15)
DAYS OF COMPLETION OF ANY PHASE OF CONSTRUCTION;
NOTE. THE CONTRACTOR SHALL ENSURE THAT THE EROSION CONTROL DEVICES REMAIN
UNDISTURBED DURING CONSTRUCTION OF THE BUILDING PADS AND ASSOCIATED
PARKING/DRIVE AREAS ADJACENT TO THESE DEVICES UNTIL THE CONTRIBUTING
UPSTREAM AREAS HAVE BEEN STABILIZED AND APPROVED.
6.) NOTIFY NCDENR LAND QUALITY OFFICE BEFORE REMOVAL OF ANY EROSION CONTROL
MEASURES. WHEN SITE IS APPROVED, REMOVE SILT FENCING, ETC.., AND SEED OUT OR
PAVE ANY RESULTING BARE AREAS
7.) PRIOR TO PROJECT CLOSE-OUT, CONTRACTOR TO INSPECT EXISTING POND AND
EXISTING OUTLET STRUCTURE AND CLEAN IT OF ANY DEBRIS AND SEDIMENT.
COORDINATE WITH ENNIS RETAIL CENTER MANAGEMENT.
Property 0%mer Cextifxcatioan;
"I (we) hereby certify that I (we) wn (are) the =reaht owner of the property and that upon
receipt of -Audmutiou To-Constraof- any clearing, Lradin,& construction or devsicprzent
- will be performed in accordance with this plan and Out the applicable ordinances and rules of
New HmOver County, the State of North Carolina . and the Federal Government and its
agencies which are hereby madc part of thus: plan. ' As .'the owner, -I- (wen) arcept- full,"
responsibility for the construction and operation and mainicnance of the proposed facilities. I
(We) will not attempt to transfer of this Teqmsi'bihty without the written authorization of ,
Now Hanover County."
Signature:,
Printed Nmne and Title:
Matte:
i Designers Plan Cm6ficution:,
"I hereby certify that this plan has been prepared in ice with the latest New Hanover
County Ordinances and Storm Water Design Manual.".
Printed Name and -Title: .
Mate: ,
Regis ration Number: SEAL
10.0' UTILITY
EASEMENT
WELL
ASPHALT-)
SMH
RIM=30.18
INV.IN=25.78
INV. IN=17.43 SW
INV.IN=17.38 SW
INV.OUT=17.28 N
MATCH 3D.5f
-,,EXIST._
CURB 30.0±
\moo
Ct ASPHALT
TI tjATER POWER COOB, PG TIE
CTL EASEMENT
DB !89, PG TIE
.� TIC= 30.50
"INN = 26.94
'N
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LIGHT POLE
-� (TYR)
-3421
ENVIRONMENTAL NOTE:
EXISTING ENVIRONMENTAL REMEDIATION SYSTEM OF MONITORING WELLS, PIPES,
AND OTHER APPERTENANCES ARE TO REMAIN. CONTRACTOR TO USE CAUTION
WHEN PERFORMING ANY CONSTRUCTION OR DEMOLITION ACTIVITIES IN THE
VICINITY OF THESE FEATURES. CONTRACTOR SHALL BE RESPONSIBLE FOR THE
REPAIR OF ANY DAMAGE TO SYSTEM RESULTING FROM SITE CONSTRUCTION.
ADJUST MONITORING WELL RIM ELEVATIONS TO PROPOSED FINAL GRADE.
SILT FENCE CALCULATIONS
DRAINAGE AREA TO SILT FENCE. 47,313 SF OR 1.09 ACRES
REQUIRED SILT FENCE LENGTH: 100 LF PER 0.25 ACRES
REQUIRED SILT FENCE LENGTH: 0.93 ACIO. 25 AC x 100 = 372 LF
PROPOSED SILT FENCE LENGTH: 769 LF
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APPROX. LOCATION FROM CAPE r ` ` 'SC
FEAR PUBLIC UTILITY AUTHOR S �� 0
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j' trn INV.IN=23.26 .�
S \..r WATER `' , Lino S
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Pe
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ASPHALT-) 46 LF - 15 RCP i ASPHALT 1
/ } l i
:• 31.00
n @ 0.50%
I DMH 1 r-- SMH
SMH RIM = 29.00 RIM=31.93
INV = 26.00 �. \
RIM=28.76 EXISTING BRICK ASPHALT � s(
1NV.IN=21.01 NW DI BUILDING CONCRETE CURB
INV.IN=18.71 N TIG=28.18 & GUTTER (typ.) ILL
INV.OUT=18.16 S INV.IN=25.83 NORTH
1 INV.OUT=2513 SOUTH
J�a
_....__...____---�
ASPHALT...._______.�_._____-_ -_.. _..._...__..._...___�..-__
_..,._._-___...__...._________.-__._..___-.---•-..__
L_---_______________---------------------------------------
1
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1. THE CONTRACTOR SHALL VERIFY LOCATION AND ELEVATION OF ALL UNDERGROUND UTILITIES THE LOCATION OF ALL EXISTING
UTILITIES ARE NOT NECESSARILY SHOWN ON THE PLANS AND WHERE SHOWN ARE ONLYAPPROXIMATE. THE CONTRACTOR
SHALL ON HIS INITIATIVE AND AT NO EXTRA COSTS HAVE LOCATED ALL UNDERGROUND LINES AND STRUCTURES AS NECESSARY.
NO CLAIMS FOR DAMAGES OR EXTRA COMPENSATION SHALL ACCRUE TO THE CONTRACTOR FROM THE PRESENCE OF SUCH PIPE,
OTHER OBSTRUCTIONS OR FROM ANY DELAY DUE TO REMOVAL OR REARRANGEMENT OF THE SAME. THE CONTRACTOR SHALL
BE RESPONSIBLE FOR ANY DAMAGE TO UNDERGROUND STRUCTURES THE CONTRACTOR'IS RESPONSIBLE FOR CONTACTING ALL
NON -SUBSCRIBING UTILITIES. THE CONTRACTOR(S) SHALL CONTACT NORTH CAROLINA IONE-CALL"AT 800-632.4949 FOR
ASSISTANCE IN LOCATING EXISTING UTILITIES. CALL AT LEAST 48 HOURS PRIOR TO ANY DIGGING.
2. SUBJECT PROPERTY IS NOT LOCATED WITHIN A SPECIAL FLOOD HAZARD ZONE IT 1S LOCATED IN ZONE wXOAS DEFINED BY HUD
F.1.R.M. COMMUNITY PANEL NUMBER 3720312900J, WITH AN EFFECTIVE DATE OF APRIL 3, 2006.
3 ALL GRADING AND BACKFILLING, EXCAVATING, ETC., SHALL BE INACCORDANCE WITH THE RECOMMENDATIONS SET FORTH IN
THE GEOTECHNICAL INVESTIGATION REPORTS REFER TO THESE REPORTS FOR ADDITIONAL INFORMATION NOT TRANSFERRED
TO THESE PLANS
4. THE EROSION CONTROL MEASURES ARE TO BE IN PLACE PRIOR TO ANY EARTHWORK
5 ALL EROSION CONTROL MEASURES SHALL BE MAINTAINED UNTIL DISTURBED AREAS ARE STABILIZED. NCDENR LAND QUALITY
MUST BE NOTIFIED BEFORE ANY EROSION CONTROL MEASURES ARE REMOVED.
6. ALL EROSION CONTROL FACILITIES SHALL BE INSPECTED AND REPAIRED ATA MINIMUM OF WEEKLYBASIS AND AFTER EVERY
RAIN EVENT.
7 ALL PAVED AREAS SHALL BE KEPT CLEAR OF EARTH MATERIALS AND DEBRIS. THE SITE SHALL BE MAINTAINEDSO AS TO MINIMIZE
SEDIMENT -LADEN RUNOFF TO ANY STORM DRAINAGE SYSTEM.
8. ALL CONSTRUCTION TRAFFIC SHALL ENTER AND EXIT THE SITE VIA THE CONSTRUCTION ENTRANCES.
9. THE APPROXIMATE AREA OF THE LIMITS OF CLEARING, GRADING AND CONSTRUCTION IS 0.87 ACRES
10. PURSUANT TO G.S. 113A-57(2), THE ANGLE FOR GRADED SLOPES AND FILLS SHALL BE NO GREATER THAN THE ANGLE THAT CAN
BE RETAINED BY VEGETATIVE COVER OR OTHER ADEQUATE EROSION CONTROL DEVICES OR STRUCTURES INANY EVENT,
SLOPES LEFT EZPOSED WILL, WITHIN 14 CALENDAR DAYS OF COMPLETION OFANYPHASE OF GRADING BE PLANTED OR
OTHERWISE PROVIDED WITH TEMPORARY OR PERMANENT GROUND COVER, DEVICES, OR STRUCTURES SUFFICIENT TO
RESTRAIN EROSION. PURSUANT TO G.S. 113A-57(3), PROVISIONS FOR PERMANENT GROUND COVER SUFFICIENT TO RESTRAIN
EROSION MUST BE ACCOMPLISHED FOR ALL DISTURBED AREAS WITHIN 14 CALENDAR DAYS FOLLOWING COMPLETION OF
CONSTRUCTION OR DEVELOPMENT.
ALL CUT AND FILL SLOPES AND CHANNEL SIDESLOPES WHICH ARE NOT TO BE PAVED, SHALL BE SEEDED UNTIL A GOOD
STAND OF GRASS IS OBTAINED IN ACCORDANCE WITH.
A. 100 LBS PER 1,000 SQUARE FOOT GROUND LIMESTONE OR EQUIVALENT. NO SOIL TEST REQUIRED FOR INITIAL
ESTABLISHMENT.
B. 20 LBS OF 10-10-10 FERTILIZER OR EQUIVALENT PEER 1,000 SQUARE FOOT.
C. VARIETIES TO BE SEEDED:
1. SPRING SEEDING: MARCH 1- APRIL 30; SPRING OATS 2.5 LBS PER 1,000 SQUARE FOOT.
2. SUMMER SEEDING. MAY 1- AUGUST 1; WEEPING LOVE GRASS AT 2 OZ. PER SQUARE FOOTMIXED WITH I BUSHEL OF
SAWDUST FOR UNIFORM SEEDING.
3. ASPHALT MULCH 6 GALLONS PER 1,000 SQUARE FOOT. ALL SEEDING WILL BEE MULCHED.
11. SEE LANDSCAPE PLAN FOR PERMANENT SEEDING OR SOD SPECIFICATIONS.
1 Z ALL ELEVATIONS SHOWN ARE IN REFERENCE TO THE BENCHMARK AND MUST BE VERIFIED BY THE GENERAL CONTRACTOR AT
GROUNDBREAK
13 UNLESS OTHERWISE SPECIFIED ON THESE PLANS, ALL STORM DRAINAGE PIPES ARE TO BE RCP, CLASS III
14. NO EXISTING WTALNDS ARE ON SITE
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SITE TSM ON FLANGE
BOLT UNDER SET SCREW
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(NAVD 88)
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GRAPHIC SCALE
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1 inch = 20 ft.
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LEGEND
Q STORM DRAIN MANHOLE (DMH) SILT FENCE OUTLET
DROP INLET (DI) INLET PROTECTION
CURB INLET (CB) • BUILDING DOWNSPOUT
� STORM PIPE SF SILT FENCE
)Op jw TOP OF CURB TP TREE PROTECTION FENCE
x0O(" BOTTOM OF CURB , . DIVERSION DITCH
SPILL CURB LD LIMITS OF DISTURBANCE
■ INLINE DRAIN ] FLARED END SECT70N
ROOF DRAIN CONSTRUCTION ENTRANCE
r CORRUGATED PLASTIC
3' MIN. COVER no
RDA'- 1%MIN. SLOPE
PVC IN TRAFFIC AREAS
CLEANOUTS LOCATED @ ALL SEAOS
HANDICAP PARKING AREA
(2'16 MAX. SLOPE)
TW -)00(.)OTW IS GROUND AT TOP OF WALL
BVI-)00 " BW IS GROUND AT BOTTOM OF WALL
PAVING SPECIFICATIONS
CONTRACTOR TO REFER TO SOILS REPORT FOR SITE SPECIFIC PAVEMENT
SPECIFICATIONS
NOTE:
McDONALD'S ENGINEER RESERVES THE RIGHT TO REQUEST A
COMPACTION TEST ANDIOR A CORE SAMPLE. IF TESTS PROVE CORRECT,
PER ABOVE SPECIFICATION, TESTS WILL BEAT THE EXPENSE OF
McDONALD'S, OTHERWISE, GENERAL CONTRACTOR WILL BE CHARGED.
PARKING INFORMATION
TOTAL 2 HC SPACES 8.0' X 19.0' @ 60°
SPACES 2 SPACES 9 0r X 19 0
r @ g0o
41 37 SPACES 9.0' X 19.0' @ 60°
UTILITY INFORMATION
SIZE & TYPE LOCATION
SANITARY SEWER 10" PVC PUBLIC, ALONG' ACCESS ROAD
WATER 8" PVC PUBLIC, ALONG CASTLE HAYNE ROAD
(OPPOSITE SIDE)
STORM SEWER RCP @ RIW AND SWALE AT REAR
ELECTRIC OVERHEAD ALONG CASTLE HAYNE ROAD
(OPPOSITE SIDE)
GAS 6" MAIN ALONG CASTLE HAYNE ROAD
(OPPOSITE SIDE)
SURVEY INFORMATION
PREPARED BY.• COMMERCIAL SITE DESIGN, PLLC
8312 CREEDMOOR ROAD
RALEIGH, NORTH CAROLINA 27613
PHONE: [phone]
DATE OF ORIGINAL FIELD SURVEY NOVEMBER 20, 2012 --
PLAN SCALE: 1 " = 20'
STREET ADDRESS
2541 CASTLE HAYNE ROAD
CITY STATE
WILMINGTON NORTH' CAROLINA
COUNTY
NEW HANOVER
TAX PARCEL NUMBER LOCATION CODE NUMBER
R03300-001-040-000
CSD FILENAME: 32-0468
MCD1218-GP
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GRADING/EROSION
CONTROL PLAN

%%6" w t—LAIV 2" (typ) - - - - - - - - - -
L BASE
.. . . . . . . . . . . . . . . . .
. . . . . . . . . . . . . . . .
. . . . . . . . . . . . . . . .
. . . . . . . . . . . . . . . .
. . . . . . .... . . . . . .
SPILL CURB & GUTTER CONCRETE WHEEL STOP
NOTES: . .. .. . IS
. . . . . . . . . . .
1. SCORE CURB VALLEY GUTTER AT 15'0. C. CONCRETEPER
M,
2" EXPANSION JOINTS AT 90'O.C. ME -
A 15'SPACING WILL BE ALLOWED WHEN A
INTERVALS. qpi!
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3. CONTRACTION JOINTS SHALL BE SPACED AT 10' SOILS REPORT 314"--- KEYED JOINT
MACHINE IS USED)
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4. FINISH ALL CONCRETE WITH CURING COMPOUND. 4 Li
. . . . . . . . . . .
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7/00 CONSTRUCTION JOINT ff-O"O.C.
CONSTRUCTION JOINT
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PLAN JOINT 80 LF
. . . . . . . . . . . . . .
ASPHALT ASPHALT
PARKING ISLAND PARKING
STONE BASE PER SOILS REPORT
EXPANSION JOIN . . . . . . . . .
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. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
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- BROOM FINISH .j
4" CONC. SLAB ON GRADE . . . . . . . . . . . . . . . . . . . . . . . . ..
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EXPANSION JOINTS @ 20'-0- 0. C. A
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. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
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CONTROL JOINTS @ 5�-O" O.C.
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112 EXPANSION JOINT SUBGRADE COMPACTION AND PERMEABILITY SHALL BE
5�-O" (MAX.) I
CONTRACTION NOTE. PLACE 40'FROM CENTERLINE PER GEO TECHNICAL ENGINEER'S RECOMMENDATION.
4� 4 314" JOINT OF PICK UP BOOTH NOTES. co
NOTE. MINIMUM FLOW RATE OF 100 SF PER GALLON (PAINT FEDERAL SPECIFICATION. TT-P-1952D). 1. CONTRACTOR SHALL OBTAIN SOILS REPORTAND ADJUSTPAVEMENT co
< SECTIONS ACCORDINGLY SEE GEOTECHNICAL REPORTPREPARED BY uj Lu
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McDONALD'S STANDARDS AND SPECIFICATIONS X U--
EXPANSION JOINTS@ 20�-O- 0. C. 2. CONTRACTOR SHALL COORDINATE DEPTHS, TESTING, PLACEMENTAND INSPECTION ()
SECTION B-B CONTROL JOINTS@ 5�-O- 0. C. PAINT YELLOW-� PAINT YELLOW OF ALL MATERIALS WITH GEO TECHNICAL ENGINEER. L
CONTRACTION JOINT PLAN
UNPAINTED PERVIOUS PAVEMENT DETAIL
4 " CONC. SLAB ON GRADE WITH TILE FINISH PER UNPAINTED ASPHALT
McDONALD'S STANDARDS AND SPECIFICATIONS ASPHALT
EXPANSION JOINTS @ 20�-O- 0. C. uj
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(ASTMD 698) REFER TO SOILS
ARROWAND ON EVERY
REPORT IF AVAILABLE 7 IN 3RD OR 4TH ARROW 6
SECTIONA-A NOTE. MINIMUM FLOWRATE OF 100 SF PER GALLON (PAINTFEDERAL SPECIFICATION: TT-P-1952D). EiGE,
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TAX PARCEL NUMBER LOCATION CODE NUMBER
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ASPHALTICONCRETE TRANSITION 2.45" - 52" SPACING. Vol A/ lz;�lqz R03300-001-040-000
W41*; -# AfOR C-7
3. DO NOT REPLACE DRIVE-THRU ARROWS.
CSD FILENAME 32-0468
DIRECTIONAL ARROWS MCD1218-DTI DETAILS
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6' MAX. WITHOUT WIRE
8' MAX. WITH WIRE
VARIABLE AS DIRECTED BY THE ENGINEER
2-M GA.
MEDIATE
MIN. 10 GA.
LINE WIRES
GRADE
FRONT VIEW
NOTE:
-USE SILT FENCE ONLY WHEN DRAINAGE AREA STEEL POST
DOES NOT EXCEED 114 ACRE AND NEVER IN
AREAS OF CONCENTRATED FLOW WOVEN WIRE FABRIC
SILT FENCE FABRIC
FOR REPAIR OF SILT
FILL SLOPE FENCE FAILURES, USE
Q q No. 57 WASHED STONE.
FOR ANCHOR WHEN SILT
r :2*FENCE IS PROTECTING
4 .+�, CATCH BASIN04
II I.
GRADE
8"MIN. COVER
o OVER SKIRT
GV
ANCHOR SKIRT AS
DIRECTED BY ENGINEER '
SIDE VIEW
MAINTENANCE:
INSPECT SEDIMENT FENCES AT LEAST ONCE A WEEK AND AFTER EACH RAINFALL. MAKE ANY
REQUIRED REPAIRS IMMEDIATELY. SHOULD THE FABRIC OF A SEDIMENT FENCE COLLAPSE, TEAR,
DECOMPOSE, OR BECOME INEFFECTIVE, REPLACE IT IMMEDIATELY. REMOVE SEDIMENT
DEPOSITS AS NECESSARY TO PROVIDE ADEQUATE STORAGE VOLUME FOR THE NEXT RAIN AND
TO REDUCE PRESSURE ON THE FENCE. TAKE CARE TO AVOID UNDERMINING THE FENCE DURING
CLEANOUT. REMOVE ALL FENCING MATERIALS AND UNSTABLE SEDIMENT DEPOSITS AND BRING
THE AREA TO GRADE AND STABILIZE IT AFTER THE CONTRIBUTING DRAINAGE AREA HAS BEEN
PROPERLY STABILIZED.
STANDARD TEMPORARY SILT FENCE
NOTES:
1. PUT SILT FENCE OR TREE PROTECTION FENCE UP
TO ENSURE CONSTRUCTION ENTRANCE IS USED.
2. IF CONSTRUCTION ON THE SITES ARE SUCH THAT
THE MUD IS NOT REMOVED BY THE VEHICLE TRAVEL-
ING OVER THE STONE, THEN THE TIRES OF THE
VEHICLES MUST BE WASHED BEFORE ENTERING THE
PUBLIC ROAD.
100' MIN.
BUT SUFFICIENT TO KEEP
SEDIMENT ON SITE
4• F
EXISTING 25 OIL WIDTH OF
E ;• ` 2 =3" STONE TO BE USED : ` PROPOSED STREET,
ROADWAY WHICHEVER IS
--- Z
NEW CONSTRUCTION
EXISTING ROADWAY 85' MIN. 15' MIN.
12" MIN.
6" MIN.E
FABRIC UNDER STONE
CROSS SECTION
MAINTENANCE
INSPECT CONSTRUCTION ROADS AND PARKING AREAS PERIODICALLY FOR CONDITION OF
SURFACE. TOP DRESS WITH NEW GRAVEL AS NEEDED. CHECK ROAD DITCHES AND OTHER
SEEDED AREAS FOR EROSION AND SEDIMENTATION AFTER RUNOFF -PRODUCING RAINS.
MAINTAIN ALL VEGETATION IN A HEALTHY, VIGOROUS CONDITION. SEDIMENT PRODUCING AREAS
SHOULD BE TREATED IMMEDIATELY.
CONSTRUCTION ENTRANCE
PERMANENT SEEDING IN NORTH CAROLINA (TABLE 6.11 L)
SEEDING MIXTURE
SPECIES' RATE Mlacre}
TALL FESCUE 80
SERICEA LESPEDEZA 20
KOBE LESPEDEZA 10
50
SEEDING NOTES
1.) AFTER AUGUST 15 USE UNSCARIFIED SERICEA SEED.
2.) WHERE PERIODIC MOWING IS PLANNED OR A NEAT APPEARANCE 1S DESIRED, OMIT
SERICEA AND INCREASE KOBE LESPEZEDA TO 40 LB/ACRE.
3.) TO EXTEND SPRING SEEDING DATES INTO JUNE, ADD 15 LB/ACRE HULLED BERMUDA GRASS.
HOWEVER, AFTER MID-APRIL IT IS PREFERABLE TO SEED TEMPORARY COVER.
NURSE PLANTS
BETWEEN MAY I AND AUGUST 15, ADD 10 LB/ACRE GERMAN MILLET OR 15 LB/ACRE
SUDANGRASS. PRIOR TO MAY 1 OR AFTER AUGUST 15 ADD 40 LB/ACRE RYE (GRAIN).
SEEDING DATES
BEST POSSIBLE
FALL: AUGUST 25 - SEPTEMBER 15 AUGUST 20 - OCTOBER 25
LATE WINTER: FEBRUARY 15 - MARCH 21 FEBRUARY 1 - APRIL 15
FALL IS BEST FOR TALL FESCUE AND LATE WINTER FOR LESPEZEDAS. OVER SEEDING OF
KOBE LESPEDEZA OVER FALL -SEEDED TALL FESCUE IS VERY EFFECTIVE.
SOIL AMENDMENTS
APPLY LIME AND FERTILIZER ACCORDING TO SOIL TESTS, OR APPLY 4,000 LB/ACRE
GROUND AGRICULTURAL LIMESTONE AND 1,000 LB/ACRE 10-10-10 FERTILIZER.
MULCH
APPLY4,000 LB/ACRE GRAIN STRAW OR EQUIVALENT COVER OF ANOTHER SUITABLE
MULCH. ANCHOR STRAW BY TACKING WITH ASPHALT, NETTING, OR ROVING OR BY CRIMPING
WITH A MULCH ANCHORING TOOL. A DISK WITH BLADES SET NEARLY STRAIGHT CAN
BE USED AS A MULCH ANCHORING TOOL.
MAINTENANCE
REFERTILIZE IN THE SECOND YEAR UNLESS GROWTH IS FULLY ADEQUATE. MAY BE MOWED
ONCE OR TWICE A YEAR, BUT MOWING IS NOT NECESSARY, RESEED, FERTILIZE, AND
MULCH DAMAGED AREAS IMMEDIATELY.
1 REFER TO APPENDIX 8.02 FOR BOTANICAL NAMES.
1 REBAR FOR BAG
REMOVAL FROM INLET
(REBAR NOT INCLUDED)
OPTIONAL OVERFLOW ---�
SILTSACK®
DUMP LOOPS"
(REBAR NOT INCLUDED)
CURD
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FRAME, COVER & HOOD
1.
BOXES SHALL COMPLY WITH LOCAL JURISDICTIONAL STANDARDS AND SPECIFICATIONS.
2.
ANY NONSTANDARD BOX IS TO BE DESIGNED BY PROFESSIONAL ENGINEER.
3.
THE MAXIMUM HEIGHT OF AN UN -REINFORCED MASONRY DRAINAGE STRUCTURE WITH 8" WALLS SHALL
BE LIMITED TO 8'-0" FROM INVERT OF THE OUTLET PIPE TO THE TOP OF THE CASTING. DEPTHS
GREATER THAN 8'--0" SHALL HAVE WALLS 12" THICK. BASINS OVER 12, IN TOTAL DEPTH SHALL BE
DESIGNED BYA PROFESSIONAL ENGINEER. FOUR INCH WALLS ARE NOT ALLOWED ON DRAINAGE
STRUCTURES. BOTTOM SLAB ON STRUCTURES SHALL BE REINFORCED WHEN BOX DEPTHS EXCEEDS 8
FT.
4.
STEPS ARE TO BE PROVIDED ON ALL BASINS DEEPER THAN 42".
5.
STEPS ARE TO BE PSI -PF AS MANUFACTURED BY M.A. INDUSTRIES OR AN APPROVED EQUAL. LOCATE
- -V11- JL
ON NON -PIPE WALLS.
kit _111...
&
MORTAR IN MASONRY BOXES IS TO BE TYPE M.
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7.
CLAY BRICK STRUCTURES ARE NOT ALLOWED.
8.
CONCRETE PIPE IS TO BE MINIMUM CLASS Ili.
9.
CONCRETE BUILDING BRICK IS TO MEET ASTM C-55, GRADE N, TYPE 1.
10.
BASINS LOCATED IN WET AREAS, OR AS OTHERWISE REQUIRED BY THE TOWN ENGINEER, SHALL HAVE
WEEP HOLES AS SHOWN ON DETAILS.
11.
ALL CAST -IN -PLACE PRECAST CONCRETE DRAINAGE STRUCTURES LOCATED IN PAVED AREAS
ACCESSIBLE TO TRUCK LOADINGS TO BE DESIGNED TO MEET AASHTO HS 20-44 LOADING. SEE
MANUFACTURERS DETAILS FOR WALL, TOP AND BOTTOM THICKNESS.
PSI-PF STEPS BY
M.A. INDUSTRIES a
(NOTE 5, DRAINAGE ° °
- SEE NOTES
STRUCTURE NOTES) •
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CONC. BOX
ONE CUBIC FOOT OF
CLEAN STONE IN BURLAP
BAG TO BE PLACED AT
EACH WEEP HOLE
2" DIA. PVC WEEP HOLES
(SEE NOTE 10 ON DRAINAGE
STRUCTURE NOTES)
CURB INLET
SILTSACK®
SPECIFICATIONS
® FROM A WOVEN
NOTE: THE SILTSACK WILL BE MANUFACTURED F 0 POLYPROPYLENE
FABRIC THAT MEETS OR EXCEEDS THE FOLLOWING SPECIFICATIONS.
REGULAR FLOW SILTSACK
(FOR AREAS OF LOW TO MODERATE PRECIPITATION AND RUN—OFF)
PROPERTIES TEST METHOD
UNITS
GRAB TENSILE STRENGTH
ASTM D-4632
300 LBS
GRAB TENSILE ELONGATION
ASTM D-4632
20 %
PUNCTURE
ASTM D-4833
120 LBS
MULLEN BURST
ASTM D-3786
800 PSI
TRAPEZOID TEAR
ASTM D-4533
120 LBS
UV RESISTANCE
ASTM D-4355
80 %
APPARENT OPENING SIZE
ASTM D-4751
40 US SIEVE
FLOW RATE
ASTM D--4491
40 GAL/MIN/SQ FT
PERMITTIVITY
ASTM D-4491
0.55 SEC —1
HI -FLOW SILTSACK
(FOR AREAS OF MODERATE TO HEAVY PRECIPITATION AND RUN—OFF)
PROPERTIES TEST METHOD
UNITS
GRAB TENSILE STRENGTH
ASTM D-4632
265 LBS
GRAB TENSILE ELONGATION
ASTM D-4632
20 %
PUNCTURE
ASTM 0-4833
135 LBS
MULLEN BURST
ASTM D-3786
420 PSI
TRAPEZOID TEAR
ASTM D-4533
45 LBS
UV RESISTANCE
ASTM D-4355
90 %
APPARENT OPENING SIZE
ASTM D-4751
20 US SIEVE
FLOW RATE
ASTM D-4491
200 GAL/MIN/SQ FT
PERMITTIVITY
ASTM D-4491
1.5 SEC —1
!1
(FOR AREAS WHERE THERE IS A CONCERN FOR OIL RUN—OFF OR SPILLS)
DEPENDING ON YOUR PARTICULAR APPLICATION, THE SILTSACK CAN BE MADE FROM
EITHER ONE OF THE ABOVE FABRICS WITH AN OIL—ABSORBANT PILLOW INSERT OR,
MADE COMPLETELY FROM AN OIL—ABSORBANT SILTSACK®, WITH A WOVEN PILLOW INSERT.
BOLT FRAME TO
CASTING (4 REQ'D) —,
SECURE CASTING
W/MORTAR
sum
.aum. sum. aura sure
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SEE DETAIL 3.10 + 3.11
TOP TO READ "STORM"
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PRECAST GRADE RINGS ARE TO BE
USED WHEN POSSIBLE AND ADJUSTED
WITH BRICK & MORTAR COURSE.
a
FILL JOINTS FULL WITH HIGH
4' OR 6" PRECAST
STRENGTH TYPE M MORTAR & STRIKE
GRADE RINGS —
FLUSH INSIDE & OUT
MAXIMUM OF THREE
ALLOWED OR
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USE AN APPROVED BITUMINOUS
OTHERWISE ADD
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BASE SEALANT APPLIED TO TOP
RISER SECTION
24 DIA
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MANUFACTURE TO
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a
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THIS DETAIL APPLIES FOR
4.
LARGEST PIPES SHOWN
:e..";.:a :,::°
ALL JOINTS TO BE T & G W/ PREFORMED
BELOW (I.E.: 30" FOR
BUM RUBBER (MASTIC) GASKET MEETING
4p MH & 42" FOR 5' MH).
° • - - '•' '
;a . ' . <. ° ' . 4 4"
AASHTO M-198, ASTM. C-990, FED', SPEC
SS—S-00210 (210A)
WITH INTERIOR ANGLES
AS FOLLOWS:
90° OR GREATER
: °
: 14
a .• :
_ ' .
PRECAST MANHOLE TO MEET
°
° ° .°' '
REQUIREMENTS OF ASTM.
CONSULT WITH ENGINEER;
°, -
° :4
C478, AASHTO M-199
IF ANGLES LESS THAN
a
4 °
90° ON TWO INTERSECTING
a
s
PIPES.
h, 4
SLOPE OF CHANNEL THRU
MANHOLE = 0.08' FALL
UNLESS SHOWN OTHERWISE
0 N PLANS.
REQUIRED FOR
PRECAST OPENING REQU ED EC
ALL PIPES. PACK GROUT AROUND
•
a .
ALL ANNULAR OPENINGS
i :. . ':
SEE PLANS FOR PIPE SIZES
2" DIA. PVC WEEP HOLE
`•, .; is
W/1 CF OF CLEAN STONE
IN MIRAFI 140N BLANKET'•
' x' '
'"
NOTE: USE 6" EXTENDED
(NOTE 10, DETAIL #2.57)
s
BASE WHEN TOTAL MH
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HEIGHT EXCEEDS 12'
SET MANHOLE IN
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SEE SPECS FOR FOUNDATION
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IMPROVEMENT WHEN NEEDED
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DETAIL OF INLET SEDIMENT CO
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CITY:
STATE: DATE: DR. NO:
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2541 CASTLE HAYNE ROAD
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STATUS
DATE
BY
WILMINGTON
NORTH CAROLINA
FINAL
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PLAN CHECKED
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NEW HANOVER
AS -BUILT
-
-
TAX PARCEL NUMBER
R03300-001-040-000
LOCATION CODE NUMBER
C�8
32-0468
DETAILS
CSD FILENAME:
MCD 1218-DT2
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GENERAL NOTES
BUILDING DATA: STORAGE BUILDING 3„ 3A35SIMPSONTIES ON �'s �
@ 3 ROOF DECK BOTH SIDES OF 2x10 ROOF DECK 4 PLYWOOD �
3 #5'S FLASHING AS NEEDED FLASHING AS NEEDED
1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR BRACING ALL WORK DURING CORNERS
CONSTRUCTION. , „ McDONALD'S STANDARD
34 m
OCCUPANCY: S-1, STORAGE (DRY GOODS IN CARDBOARD BOXES) -8 1 x FACIA BOARD RIPPED TO ROOFING AS SPECIFIED 1 x FACIA BOARD
2. FOOTINGS ARE DESIGNED FOR AN ALLOWABLE SOIL PRESSURE OF 1500 PSF. UNCONDITIONED SLOPE W/ ROOF U3
MATCH LINE 10„ IN BUILDING SPECS TRIPLE 2x8s TREATED
3. CONCRETE SHALL HAVE A MINIMUM ULTIMATE 28-DAY COMPRESSIVE STRENGTH CONSTRUCTION TYPE.' VI (UNPROTECTED/UNSPRINKLED) 10"
OF 2500 PSI, EXCEPT SLAB ON GRADE SHALL BE 4000 PSI WITH 4" MAXIMUM SLUMP. STORAGE BUILDING AREA: VARIES VARIES SEE PLANS BELOW _
00
4. ALL STRUCTURAL STEEL SHALL BE ASTM A36. STORAGE BUILDING STORIES: 1 STORY (1 STORY ALLOWED) #5 @ 32" OC ® @ 1,6" O.C. 2x10 JOIST 2 L 4X3X1" LINTEL
STORAGE BUILDING HEIGHT. < 9 -O" t
5. ALL BOLTS SHALL BE ASTM A325, EXCEPT ANCHOR BOLTS MAY BE ASTM A307. @ "
2 JAMBS 2x10 TREATED 16 O.C. a
6. ALL WELDING SHALL BE DONE ACCORDING TO AMERICAN WELDING SOCIETY
EXTERIOR WALLS: 6" LIGHTWEIGHT CONCRETE BLOCK WITH 4" BRRCK VANEER WATERPROOFING SEE \:16 GA METAL FRAME
(A.W.S.) SPECIFICATIONS BY A.W.S. CERTIFIED WELDERS. ACI 216, CHAPTER 3: EQUIVALENT THICKNESS IS EQUAL TO 1 HOUR. NOTE 25
1 3/4" METAL DOOR
7. AIR ENTRAINING AGENTS SHALL BE USED TO PRODUCE 3% TO 6% AIR BY VOLUME PER TABLE 600, WALLS MORE THAN X CLEAR FROM PROPERTY 6" CMU W/LOCKSET j
IN ALL CONCRETE. LIFE SAFETY SYSTEM: LINE = 0 HOUR RATING STD. GA. ADJUSTABLE
0 GP 0 GP o DUR-O-WAL @ 16"OC W/ 3 @ �, O
8. WOOD STRENGTH Fb = 1,200 PSI, E = 1,600 KSI SPRINKLER: NOco
HOSE BIB 1 8" SPA. @ BOTT. OF WALL, & - CL
00 17
9. MASONRY (CMU) STRENGTH (fm)1350 PS{ EMERGENCY LIGHTING AND EXIT SIGNS: NO 0> TC-1 TOP OF WALL (TYP.) ► . Z
FIRE ALARM AND SMOKE DETECTION SYSTEMS: NO WATERPROOFING SEE ---- cUi� L
10. GROUT SHALL BE NON -SHRINK WITH A 28-DAY STRENGTH OF 2000 PSI. EXPOSED PANIC HARDWARE. NO NOTE 25 W
GROUT SHALL BE NON -STAINING.
7(
1/2" EXPANSION JOINT �
11. ALL BAR REINFORCEMENT STEEL SHALL BE ASTM A615 GRADE 60, EXCEPT GRADE 5 _ _
40 MAY BE USED FOR TIES AND STIRRUPS. 4° CONC. SLAB OVER 6"
TC-9 IT 9 F4" CONCRETE
E FABRIC W.W.F. SHALL CONFORM TO ASTM C-185. ALTERNATIVE MARK DESCRIPTION STONE BASE
12. WELDED WIRE ( ) � �
REINFORCEMENT TO W.W.F FOR SLAB IS A POCY PROPYLENE FIBER PRODUCT, VAPOR BARRIER
FIBERMESH 150 OR EQUAL. 4 VAPOR BARRIER
4" STRIP FLUORESCENT 1-32 WATT SURFACE MOUNTED -a-6" 11I-111 ( -
13. TYPE "S" MORTAR SHALL BE USED U.N.O. CONC. j _
n l�
SLAB 6 ROO _ loll CMu 11111I I ( 10" CMu
14. DETAILS WHICH ARE NOT SHOWN SHALL BE ACCORDING TO SPECIFICATION AND 4 EXPANDED METAL GUARD MOUNTS TO CEILING OVERHANG "� #5 @ 32 OC
CODE OF THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION, THE AMERICAN `"-4" CONC'." - M
CONCRETE INSTITUTE, THE BRICK INSTITUTE OF AMERICA, THE STANDARD SEE PLAN FOR NUMBER REQUIRED) _ W e-
SLAB FOOTING o FILL CELL BELOW GRADE'
BUILDING CODE, AND ANY LOCAL ORDINANCES.
W/
' 4 rn
RMG (TYP.)
15. REINFORCED MASONRY GROUT (RMG) FOR FILLING CELLS IN CONCRETE BLOCK, 4' ®" X %� ®" X % 3/4Jf �6GA' HOLLOW
REINFORCED 2#4 CONT. 3" CLR. TYP. 3" CLR. TYP.
SHALL CONFORM TO STANDARD SPECIFICATIONS FOR GROUT FORC METAL DOOR & FRAME ADD HAGER ROTON HINGE & CONCRETE FOOTING 2,_0„ W �.
2,-0„
MASONRY, ASTM C476, WITH A SLUMP OF BETWEEN 9" AND 11". IT SHALL BE 1 - 2#4 CONT. tr
PLACED IN LIFTS OF NOT MORE THAN 4'-0", AND SHALL BE PLACED NO LATER THAN LCN DOOR CLOSED -
2 112 HOURS AFTER WATER HAS BEEN FIRST ADDED. i
BUCKS LOCI'CSET
16. LOAD BEARING CONCRETE MASONRY SHALL CONFORM TO ASTM C90 GRADE N2 - - EXTERIOR WALL , 2 4 DOOR SECTION 4 2 4
mmmw
FOR EXTERIOR WALLS AND WALLS BELOW GRADE. NOTES ® _ _
r " _ r " TC 1 SCALE IN FEET ALE' " = 1'-0:' TC 1 SCALE IN FEET'
17. THESE DRAWINGS SHALL NOT BE SCALED. 1. EXTERIOR FINISH OF ENCLOSURE f SCALE: 3/8 - 1-0 SC • 3/8
TO BE BRICK TO MATCH THE VENEER � TO EXISTING ELEC.
18. EXTERIOR WALLS AND DOOR OF THE STORAGE BUILDING SHALL MATCH THE MAIN PANEL, 2O AMP 2X1 O 4" PLYWOOD McDONALD'S STANDARDf,
BRICK USED ON THE BUILDING. 4 CIRCUIT, W/#12 WIRE ROOF DECK ROOFING AS SPECIFIED IN 4 PLYWOOD ROOF DECK
BUILDING. TC-1 TC-1 FLASHING AS NEEDED BUILDING 1x10 FACIA BOARD U_ 7)
19. THE STORAGE BUILDING'S CONCRETE FLOOR SHALL BE SEALED. 2. IF EXTERIOR FINISH OF BUILDING IS
6" 20'-0" 5'-0„ 4" 1 x FACIA BOARD
20. ALL WORK TO BE COMPLETED ACCORDING TO ALL APPLICABLE CODES AND NOT BRICK, CONSULT PROJECT A.C.M. ' DOUBLE 2x10s TREATED �
ORDINANCES. _ TRIPLE 2x10s TREATED
21. CONTRACTOR TO VERIFY EXISTING & NEW CONDITIONS AND DIMENSIONS PRIOR `Lu
TO CONSTRUCTION. 25'-10" 2x10 RAFTERS @ 16" O.C.
6" OVERHANG
22. ALL MATERIALS AND ITEMS TO BE INSTALLED ACCORDING TO THE W/ SCREEN (TYP)
6" OVERHANG
MANUFACTURERS RECOMMENDATIONS AND SPECIFICATIONS AND SHALL MATCH
EXISTING MATERIALS AND COLORS. W/ SCREEN (TYP) 4�'F;,_
MATCH LINE i
MAXIMUM DESIGN CATEGORIES_
2 CONTRACTOR TO USE CIRCUIT ALLOTTED FOR STORAGE BUILDING AND RE -USE
6" CMU
3. CO �4M jx (c� rs3<�`rra'�u
UNDERGROUND WIRING CONDUIT IF DEEMED APPROPRIATE.
LOAD TYPE DESIGN CAPACITY �a,� • �r
24. SEE THE LATEST EDITION OF THE "PROJECT MANUAL FOR THE McDONALD'S 0 4 8 5 cj
TRASH CORRAL PLAN VIEW r e ,-
STANDARD BUILDING PROGRAM" FOR FURTHER INFORMATION AND e ro1Q �
oti' ,,."°" .^"} " as
SPECIFICATIONS. WIND 140 MPH - 3 SEC GUST o STD. GA. ADJUSTABLE o � �� � � �
SCALE IN FEET
SCALE: 1/4" = 1'-0" 00 DUR-O-WAL @ 16" OC W/ 3 @ °, `far :fs� w 0
25. WATERPROOF BLOCK INTERIOR SIDE OF BLOCK AND MORTAR LIVE SNOW 2O PSF
8" SPA. @ BOTT. OF WALL, &
} TOP OF WALL (TYP.} u
26. SEAL TOP OF BLOCK AND BRICK OF TRASH PORTION WITH ROLOCK CAP. 9/�s Yidi5 }=�
#5 @ 32 OC F ` `' ,0`
SIESMIC CAT I, CLASS D = 50°/ „ ' Z
S, = 10% 1/2 EXPANSION JOINTLU
4 CONC. SLAB OVER 6" p .���S o''•,r� u
a STONE BASE
DESIGN CONFORMS TO
SEAL
BRICK FACE TO Z � ��"-` .�
THE FOLLOWING CODES 040451
POSTS PAINTED MATCH MCDONALDS FRONT TO BACK SLOPING ROOF - O-1 I I- g8 VAPOR BARRIER =I � I-= � cry � z
3/4 ANCHOR BOLT TO MATCH (2) HINGES EA. SIDE, TYP. (SEE DET. 2)
O I =1 I 10" CMU -I I �'�'owl +G► °= l,�' •`� o
MCDONALDS „ _, 6 .. = = ° ''' i:I�, GJ �•''� Q
o-
N.C.S.B.0 2009 2 X2 1/4 THK. STFELANGLE
ROLOCK CAP N o d► �' ��
I.B.C. 2006 - LR. TYP. ! U =' o
1 TRIM CONCRETE FOOTING ' '-'
3 C �,
I.B.G. 2009 1x 2
2'-0" 2#4 CONT. 2 #4 CONT. 2'-0 FILL C L o w v
BOARD [fillGRADE W/ RMG (TYP.) UO Q a z
V.U.S.B,C. 2006 WRAP WITH �
ow CD
METAL TO MATCH =
BUILDINGS �-
EXTERIOR WALL SECTIONS 2 3 �
2 4 0 °
VENTED VINYL o
SOFFIT TC-1 TC-9 w r- c_ W
� O
SCALE IN FEET fr = W cal
WRAP WITH SIMPSON H2.5A TIE SCALE: 3/8" = 1'-0'°
Q. �°- _ �
ON EACH EVE AND - MATCH LINE °
METAL TO MATCH 3 A35 SIMPSON TIES ON CL Z v'
EACH SIDE OF JOIST w ~ Q ca
BUILDINGS WRAP WITH METAL ----�� BOTH SIDES OF 2x10 o~ c
CANE BOLTS, SEE DE`I. 1 X OR SIMILAR TO MATCH BUILDINGS C�
0
THE w w �
FINISHED ROOF DECK 4" PLYWOOD _
.. GRADE I FASCIA BOARD
DOMED CONCRETE FILL `� � `�
McDONALD S STANDARD
RIPPED TO SLOPE CIO
2ROOFING AS SPECIFIED STEEL HINGE RING v
NOTE: USE A TRIPLE TREATED 2x10 HEADER ON FRONT SIDE W/ ROOF IN BUILDING SPECS TO FIT OVER POST. w
m
FURNISH W/ GREASE
OF STRUCTURE AND A DOUBLE 2X10 HEADER ON THE 2x10 JOIST FITTING. (TYPICAL @ 2 wa o
REAR SIDE TO ACCOUNT FOR SLOPE OF ROOF CUT 2x10 6" CMU Z
@ 16" O.C. PLACES} o
@ 16" O.C. Z
Ict
6" OVERHANG - ¢ z
0 1 2 FRONT ELEVATION 0 4 8 W/ SCREEN (TYP) STD. GA. ADJUSTABLE 3" STEEL COLLAR
CONNECTION DETAIL = DUR-O-WAL @ 16 OC W/ 3 @
0 WELDED TO POST - -a z W W
„ _ , „ SCALE IN FEET SCALE: 1/4" = 1'-0" SCALE IN FEET 2x6 TREATED 8" SPA. @ BOTT. OF WALL, & Q, H `" `� U
SCALE. 1 - 1 -0 TOP OF WALL (TYP.) O a w cy.EZ
3„ PLYWOOD n w
ROOF DECK 4" PLYWOOD FOOTING „ 4" PLYWOOD FOOTING ,� z r . t • , M W
FOOTING ROOF DECK 4 PLYWOOD FOOTING ROOF DECK 6" ROOF1/2 EXPANSION JOINT 0 ,,,,,
MATCH LINE 6" ROOF �, ROOF DECK 6" ROD MATCH LINE 4" CONC. SLAB OVER 6" - LL
/81-0. OVERHANG MATCH LINE ,i 6 ROOF MATCH LINE 16'-0°'
12 -0 OVERRAN OVERH \20'-0" OVERH �
STONE BASE O
s
N
s �VAPOR BARRIER 4
�
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I
RE-VISIONSS
UR• ~
cE EXIST. 2 STORY -
P R t I�C�I�,
O01- / I
`1 28�8 ERaSSI 2�� .1SxO'9NF�
.FRAME DWELLING NSR3 '4.°p�NIAAL
'1114 961 REV
RFEVISCNS
SITE
• I
i I
VICINITY AP
fi
NTS
20 R 1
t; t 10' 12' 12» ENERGY
DISSI ATOR I
0 2 7J& 2 0. 8 + 36" F.E.S.
INV. 17.8 1 15'
CONTRIBUTING DETENTION DRAINAGE AREA / ;`{ { \36" CMP I NCDOT TYPE B
�EROSION CONTROL TOP :;F WEIR
OUTLET STRUCTURE -
d
STONE ELEV
SEED { a ;
J
r
20 \\ \\ \\ �\\lam\/�\�\/\�\/ K
20
_--r ? mm F W M 3\/��\\/��� BOTTOM OF
E I R
® M_.,_ .
�4�
a.,
.� 8f `m , r 1 \'�\\/i��/i��/i��/i . i��/i��/i��/i�� ELEV. 20.0
DETEN : ION PO D
FILTER FABRIC
�3 Q.. N .r �.- k TOP 0r BANK 21.0,
W..
--�" ----BACKFILL 10 LF OF . , � 12.0 122' � I FLOOD POOL 20.0 i --
EXISTING SWALE NORMAL POOL 18.0
,.
BOTTOM; 12.0
110
I "
s'o a0.0 abe�� 10 x 10 x 1 ENERGY ! I STONE SECTION`,
° ° DISSIPATOR `
21.5 , I NTS
INV. -
F
0X55 6{//(1 r . 20.Q ;
r i . f �; i l': °° ;„x�sv
ILT
000
. f f��
STONE WEIR �.LL
F �l T' ' 10'x25'x12" NCDOT a°.'
t � � Y �° - LW . .. _ ...�" "`�-'°t SEE DETAIL I
I CLASS B EROSION 21;5 - THIS SHEET
21.0
MAN-MADE POND
}
1.0 CONTROL STONE I b> x
• 'Y. t �`,` ;,Jv "`.... •/ fI „r R2 v ((l O,` sr SWALE+f
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kj
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xf
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r S B 0 LAZA
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V)
I
Fj PROPOSED SWALE TO
ACT AS FOREBAY }
1t 1
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r
4
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r
23 EXIST. AR
, s
ACCESS
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K
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OPEN SWALE
ASPHALT GRADE 26.2f - Y:
2 - :1 SIDE SLOPE(MINIMUM) u. m
s
m w.� -w
F, a
I s '-..^. • r ...-._ v" _...vim- /I ...�^ •� p.dSffi
1 0' x 1 O' X 12" `... "-•- ''•3 ^' •- r � e.rara,
F. E.S
_ ENERGY INV. 20.9 1 D.I. NO. 3 ��L�
DISSIPATOR ° 5 x5 x12 TOP 24.5
....- ° ENERGY �, t�`' •- � g .z.<.
0 DISSIPATOI INV. 21.55 �.- SITE DATA
F ,°°°° - -
'"ti°c� 3:1 OPEN SWALE -�� d`�� ... ti.. -D.l. NO. 2 D.I. NO. 1 TOTAL AREA 68,750 SF
..' TOP 2 TOP 25.0 � OUTPARCEL NO
r:
M- BUILDING AREA 5600 SF
INV. 22.1 -. .. 0 ,o INV. 23.0 10 ��
1 .•. .... .... --- -- EASEMENT ZONING B-2
2 4j [ N ` to --- - - _ PARKING REQUIRED SPACES 2fi 17,
i TOP ..24.5 tK tK• tV » i�
.�
-~ r o INV. 2.101 `� ti 24 CMP 0.3% 18 CMP MP 1.0% �----- J PARKING PROVIDED SPACES 30FT
°
OWN
1.2% ASPHALT AREA 20,575 SF .
LANDSCAPING AREA REQUIRED:
O ? �:'i EN RANCE TO BURGER KING I a (300) a (300) :� ny: o (325) I 1
OUTPARCEL NO. 1 646 SF
�-, .�---'-'-''---''� OUTPARCEL NO. 2 960 SF
W
I POWER POLE =t �4 - \\ \\ \\ \\ \ I LANDSCAPING AREA REQUIRED: 2606 SF `
t rye. coNCRETE 1� �.
4
d. .� ._ � \ \ \ \ LANDSCAPING AREA PROVIDED: 2625 SFAPPROVED
I tJ 0 W oo D U M PSTER PAD N '.
Milo NORTH Ca AROLIHA ENVIROMM
j MMI-S
MARL PARKING DIVISION VVA rV =
\ o ��' SMALL OPEN I VI �� °
\ AND ACCESS �o �y� (200) �'�' ®- (200 SWALE �- �`..,` co
I A6
! +z•
r•W1 r It _
y �1 co 4 O I� , 0 r,
EXISTING BURGER KING
�,. ti� i
24 8 80 1 I J k=
`L - I
k 'v: PROPOSED BL ILDING v,
EXIST. 1 STORY Oor
®� r,
METAL BLDG
I� I �.._. • ,
j 6 4ar 6z
at T
ff el. 30.6
#'r+c
tK
% 4 h 200 200 I ,. .
F LEGEND
870
a
rg�,_� 4 4{ r , \ f I i I LLz-.$ _- ....m,- EXISTING CONTOUR �.
t AE R
ti00
o' A5 HAL KING:tio PROPOSED SPOT ELE�,�'TION
EXISTING GRAVEL o'
PARKING1 TO REMAIN - AND AC `�
N , EXIST. MCOONALDS I .
` PROPOSED CONCRETE �y
/ •; I 2 I -- - -- -- -- , --- -- STORMWATER RUNOFF DIRECTION D \�i��
`► .,,,,,,r J �. CF GRAVELLED I 200 �1 •��ZC}0 ��" \ /- j �---' `\\`\\� �?
CONSTRUCTION I + j
EP 0 2 1997®••....a�°
TOP CB 24.80
.____ J`r ENTRANCE------,,'�` �� EXISTING
--...�.�
OUT PARCEL N0. 2 OUT PARCEL0. 1 1- OUT PARES . �`
,..-rt ~• ti'LJ C} �' f '� ` '`r30' R `i 1:50.00' � � � PROJ
7374
LIGHT POLE I LIGHT POLE J ` j� 30'R LIGHT POLE ,. LLmr °0 p
-..... _ ........ ^:•.Y� •- •...ti t,`` .r.• _` "' 'W'... ""N"-.. 1/-.• "•+.J �.i O Li � r,.,..+ ./ ` � � \._•-r ',. yy � '�/� • ° ro Q�'� '.��,!"` x ° o �4\\
r Rw TO Mom
_. o �1t{lti111
.....,. ._._ .-- _.._ _._.._.. ,. -�..,. •.. •..._.. tic za.r �,.., ..� . \ / 1
PAVEMENT r m W .._ ,....._- -- r.- -- - - -- _
- -WtD'EN1N•G w....._.. 15" F.E.S. _ ...... .; ...
_4• INV. 24.0
-
NCDOT SDMH •�-
.p-..
TOP 2 6.5�
INV. 24.3 -� -� �T ;
MATCH EXISTING Dr.SIGN I �T
IMPE
ASPHALT GRADE 26.8t
DRAWN MLH
`""'---------._._--�-_..--,. `--._.__----_.-_----------- eve"-------------- ._,,\ 0 /r..,...--..._ �
U. S. 117 N# C. 133 (CASTLE HAYNE ROAD) DAM
\x
FAST FARE 1
SITE PLANSHEET 1 OF 2
1 - 40STORE
k �
! 115
dv
a vcta'.vt 1n^A11)2'flaWilR(APB@.'"s^J'3.LAtW19P.

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7�ff =l 6Y.6-10��AwAcrw
secrION
N
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1/ 2" CWN0014
.milf MATM&
Am a
21MWAoo.'N'0* J01W M*rAdoo5
I' -6" x P -•0" x .080 9W, AI.LIM.
HANt2IGAPI'Irt2 rA MNG 51GN 4" CONC. 51MWA ..K
1-0 MAV "M51✓k�t2 rAMNG" , F_ w/ 6x6-10/ 10 W.W.M.
RESERVED
II�N?IFICAT10N 5YM>�o1 .
Pomr 1110 \w. P09r W/ 1_15/ a CAN
PARKING
t'l.At1✓12 NUr5, t� -r5 & WA%tR5.
'
911 x I -0 x .COO 5M AI.LIM. SIGN
_
r0 WIAt? "VAN AGG1:554t3L�' ` .
U
130Lr r0 Vw, ro5rr Wi'M 3/ 8" cAN121UM
o
rt AfrV NUr5, 130Lr5 & WA%f, 5
9" x P - 0" x ,COO 5fp ALUM, 510N
o
r0 MAn "MAYJMUM MN&IY *100,
G5 20-'5 7.6" . 01MI r0'AV. 10_5f
WITH '3/ 8" GAt,VIUM M .A1 Vt2
I Ira Mn -
w ON VUE IAAa-420"
NUr5, M0LT5 & WA5Fil�R25,
IN15Ht?
PIM5!A-� TMATr--t2
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1-lir'tacrrr� lair'�c,w> i "5
MAXIMUM z
PENALTYVAN I ==III I �ll ►T-i
00 ��,�� ACCESSIBLE
20-17.fi all me Src (Nwcpr)
121112'
l�Nt7 M!7 tlz - GI�ld 1.�Mo I+w ems` - C+t�CPI = l (I -1 � I_ ((I = ��� arcrtmxxcstts�trsrx�grs�trsr� eta} ,-, sax
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0
MCNIoNio-
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17
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1 16.0
L__`�,
MAIN F)OSL
W0TATW, I [_
OF
6'
Kin
i
A
511�eL p A -
GALV. PAR GRATING - 11" x 1/ 8" MMNG PAZ5.10A9?LN WITH
J GLlPS. ATrA I r0 1'-I �" x l -! / �" xi / �" I..VAN ATrAGM aA1.VAN0! 2 W M
OR FRA rO 110P OF CLO(t>�~i�iO!'el'Z 5 L C2l�ME fm
PA
ME
`� 8 .020 j
'� r�Ad�C -�iTf- � 1 `.
I . nt') Jl2 P OM 20.0
r -^
i✓6"
i INV. I8.0 NORZIMA.. POM 18.01
INV. 17.5
,
Ic
1!
_I ii' _ sar , 1sb`
LANDSCAPING IS REQUIRED FOR PARKING LOTS FOR THE PURPOSES OF
REDUCING AESTHETIC IMPACTS OF PAVING OR REMOVING THE NATURE
VEGETATION FROM LARGE AREAS; TO REDUCE THE NOISE, HEAT AND
DUST ASSOCIATED WITH PARKING LOTS; AND OTHER PURPOSES AS
O LISTED IN SECTION 67-1.
(1) APPLICABILITY - LANDSCAPING SHALL BE REQUIRED FOR
c?AvM
ALL OFF-STREET PARKING FACILITIES WITH FIVE OR MORE SPACES
rL.Im WIM 5C=N OR THOSE AREAS 2500 SQUARE FEET OF MORE DEVOTED FOR
m rLim VEHICULAR USE. A LANDSCAPING PLAN SHALL BE SUBMITTED IN
ACCORDANCE WITH SECTION 67-8.
Mi p WM'1"Di! (2) DESIGN CRITERIA: LANDSCAPING SHALL BE REQUIRED
RUNOrr W72Y.t4
FOR PARKING LOT PERIMETERS AND FOR PARKING LOT INTERIORS.
w/
_ (A) PARKING LOT PERIMETERS - A LANDSCAPED STRIP
EIGHT (8) FEET IN WIDTH SHALL BE REQUIRED ALONG
ANY SIDE OF A PARKING LOT OR RESIDENTIALLY ZONED
PROPERTY. THIS LANDSCAPING SHALL CONSIST OF , AT A
om
MINIMUM, ONE EVERGREEN OR DECIDUOUS TREE EVERY
EIGHTEEN (18) TO TWENTY-SEVEN (27) FEET. IF A
BUFFER STRIP IS REQUIRED IN ACCORDANCE WITH
SECTION 657-4, THAN THE TEN FOOT WIDTH MAY BE
. , he*m e� mxf 1009Mcnot4 6 INCLUDED AS PART OF THE BUFFER STRIP. (4/2/90)
AvM1CMXiv
mevew I r 9 I4 iw rmow (B) PARKING LOT INTERIORS - INTERIOR LANDSCAPING
Cr 5tocrLm IS DEFINED AS THE LANDSCAPING REQUIRED WITHIN THE
PARKING LOT PERIMETERS. INTERIOR LANDSCAPING
7NLIrcsoo MOLP V. Mom SHALL BE PROVIDED EQUAL TO €3% OF THE TOTAL AREA TO
BE USED FOR PARKING, LOADING -AREA, OR FOR OTHER
VEHICULAR USE OF PEDESTRIAN USE. INTERIOR
LANDSCAPING SHALL BE IN THE FORM OF PLANTING
ISLANDS, EITHER SEPARATE OR PROTRUDING FROM THE
PERIMETER LANDSCAPING. EACH ISLAND SHALL HAVE NO
HORIZONTAL DIMENSION OF LESS THAN TWELVE (12)
A A FEET. (4/2/90) EACH ISLAND SHALL HAVE NO LESS
'f
THAN ONE PLANTED OR EXISTING TREE PER ISLAND, WITH
APPROPRIATE GROUNDCOVER. NO PARKING SPACE SHALL
BE LOCATED MORE THAN ONE HUNDRED AND TWENTY FEET
FROM A PLANTING ISLAND. ALL PARKING SPACES SHALL
BE BLOCKED OR CURBED TO PREVENT VEHICLES EITHER
FROM OVERHANGING PLANTING ISLANDS OR LANDSCAPED
YARDS BY AN AVERAGE OF MORE THAN ONE FOOT OR
DAMAGING ADJACENT FENCES OR SCEENS. (3/9/88)
MAINTENANCE
(1) ALL EXISTING VEGETATION THAT IS USED TO MEET
LANDSCAPING REQUIREMENTS, ALL REQUIRED PLANTED LIVING
1� MATERIAL, AND ALL REQUIRED BERMS SHALL BE MAINTAINED BY THE
OWNER OF THE PROPERTY ON A CONTINUING BASIS FOR THE LIFE OF
3
5FF- MAN THE DEVELOPMENT. (3/9/88)
(2) ARTIFICIAL FENCING SHALL BE MAINTAINED, CLEANED
SLIM P AND REPAIRED BY THE OWNER OF THE PROPERTY ON A CONTINUING
- ' AAA ( l 100 X OR
Amvjvvepe ) BASIS FOR THE LIFE OF THE DEVELOPMENT. SUCH FENCING SHALL
BE KEPT FREE OF LITTER AND ADVERTISING.
i5Y 1219551PAIOCR
GRASSING DETAIL
SEEDING MIXTURE
/ac
PENSACOLA BAHIAGRASS 50
SERICEA LBPEDEZA 30
COMMON BER UDAGRASS 10
GERMM M'ILI- 10
TALL FCUE 50
SEEDING NOTES
1. SERE A NEAT APPEARANCE IS DESIRED, OMIT SEzCEA.
t '. USE GOG�, :"')N R-MUDAL RASS CN ��' ; v d ISO:A' r"� SIT ES WHER--- (i CANNOT BE-
COME A PEST. BERMUDAGRASS MAY BE REPLACER WITH 5 lb/acre CENTIPE?EGRASS.
SEEDING DATES
APRIL 1 - JULY 15
SOIL AMENDMENTS
APPLY UWE AND FERTILIZER ACCORDING TO SOIL TESTS, OR APPLY 3,000 Ib/acre
GROUND AGRICULTURE LIMESTONE AND 500 lb/acre 10-10-10 F'ERT'IUZER.
MULCH
APPLY 4,000 lb/acre GRAIN STRAWOR EQUIVALENT COVER OF ANOTHER SUITABLE
MULCH. ANCHOR BY TACKING WITH ASPHALT, ROVING, OR NETTING OR BY CRIMPING
WITH A MULCH ANCHORING TOOL. A DISK WITH BLADES SET NEARLY STRAIGHT CAN BE
USED AS A MULCH ANCHORING TOOL.
I
MAINTENANCE
REFERTILIZE THE FOLLOWING APRIL WITH 50 lb/acre NITROGEN. REPEAT AS GROWTH
REQUIRES. MAY BE MOWED ONLY ONCE A YEAR. WHERE A NEAT APPEARANCE IS
DESIRED, OMIT SERICEA AND MOW AS OFTEN AS NEEDED.
10 N
SITE
WORK NOTES
1.
THE CONTRACTOR SHALL VISIT THE SITE AND BECOME FAMILIARIZED WITH EXISTING
D I
De - o
2.
CONDTIONS BOTH ON AND IMMEDIATELY ADJACENT TO THE SITE.
CLEARING: CONTRACTOR SHALL REMOVE ALL TREES AND VEGETATION WITHIN LIMITS
OF CONSTRUCTION UNLESS OTHERWISE DESIGNATED TO REMAIN.
ur
3.
GRUBBING AND STRIPPING: CONTRACTOR SHALL RAKE AND REMOVE ROOTS, STUMPS,
VEGETATION, DEBRIS, EXISTING STRUCTURES ABOVE AND BELOW/ GRADE, ORGANIC
I
MATERIAL OR ANY OTHER UNSUITABLE MATERIAL WITHIN LIMITS OF CONSTRUCTION.
4.
MUCKING: CONTRACTOR SHALL COORDINATE WITH OWNER AND THEIR GEOTECHNICAL
I
-
REPRESENTATIVE TO COORDINATE REMOVAL OF ANY SOFT AREAS.
5.
DISPOSAL: CLEARED, GRUBBED, STRIPPED OR OTHER WASTE MATERIAL SHALL BE
REMOVED FROM SITE AND DISPOSED OF IN A PROPERLY PERMITTED FACILITY.
'
---`
6.
FILL AND COMPACTION SHOULD COMPLY WITH GEOTECHNICAL REPORT.
7.
THE CONTRACTOR SHALL NOTE THAT THE GRADING PLAN MAY NOT REPRESENT A BALANCED
„
EARTHWORK CONDITION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CUT AND
FILL QUANTITIES AND COMPLETE INSTALLATION TO SPECIFIED GRADES.
8.
THE CONTRACTOR SHALL FURNISH SUITABLE BORROW MATERIAL FROM AN OFF -SITE
-----
-
PROPERLY PERMITTED FACILITY AS REQUIRED.
9.
THE CONTRACTOR IS RESPONSIBLE FOR THE LOCATION AND PROTECTION OF ALL
EXISTING UTILITIES DURING CONSTRUCTION. BEFORE COMMENCING ANY EXCAVATIONS
i
IN OR ALONG ROADWAYS OR RIGHT-OF-WAYS, PUBLIC AREAS OR IN PRIVATE
EASEMENTS, THE CONTRACTOR SHALL NOTIFY ALL APPROPRIATE PERSONNEL OF
THEIR INTENT TO EXCAVATE, IN WRITING, NOT LESS THAN 10 DAYS PRIOR TO EXCAVATIN.>
10.
THE CONTRACTOR SHALL BE RESPONSIBLE TO COORDINATE DISCONNECTION/
RECONNECTION AND/OR THE RELOCATION OF ALL EXISTING UTILITIES WITH
APPROPRIATE PERSONNEL.
s
F
11.
EXISTING SURVEYING PERFORMED BY ---- ---- AND SUPPLIED BY THE OWNFIR.
a
12.
THE CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS AT THE SITE. FURTHERMORE
THE CONTRACTOR SHALL REPORT ALL DISCREPANCIES OR QUESTIONS TO THE ENGINEER
PRIOR TO INSTALLATION.
13.
THE CONTRACTOR SHALL PROVIDE ANY AND ALL LAYOUT REQUIRED TO CONSTRUCT
ti
HIS WORK UNLESS OTHERWISE DIRECTED BY OWNER.
3
14.
ALL PVC UTILITY MAINS SHALL BE INSTALLED WITH A MINIMUM OF 36' COVER
AT FINAL GRADE.
15.
ALL SERVICE CONNECTIONS SHALL BE INSTALLED TO MEET ALL LOCAL AND STATE CODES
METERS, TAPS, MATERIALS, WORKMANSHIP AND ALL FEES SHALL BE THE RESPONSIBILITY
OF THE CONTRACTOR AND SHALL COMPLY WITH ALL REQUIREMENTS.
16.
ALL PAVEMENT, BASE AND SUBGRADE SHALL COMFORM TO NCDOT STANDARDS INCLUDING
WORKMANSHIP, MATERIALS AND EQUIPMENT. APPROPRIATE BARRICADES, SIGNS, LIGHTS
OR OTHER TRAFFIC CONTROL DEVICES SHALL BE PROVIDED IN ACCORDANCE WITH NCDO
TO MAINTAIN SAFETY AND TWO WAY TRAFFIC.
17.
ALL AREAS SHALL BE GRADED FOR POSITIVE DRAINAGE. THE CONTRACTOR SHALL REP&"�"'''
ANY DISCREPANCIES TO THE ENGINEER PRIOR TO INSTALLATION. ALL AREAS SHALL BE�
SLOPED TO DRAIN AWAY FROM BUILDINGS AT ALL TIMES.,r.
18.
CONCRETE STORM DRAINAGE PIPE SHALL BE CLASS III WITH RUBBER GASKETED JOINTS
AND INSTALLED IN ACCORDANCE WITH MANUFACTURER'S REQUIREMENTS.
19.
USE WHITE LANE MARKING PAINT FOR ALL PAVEMENT MARKINGS. PAINT SHALL BE A
u�
CHLORINATED RUBBER ALKYD, FS TT-P-115, TYPE III, FACTORY MIXED, QUICK DRYING,r..
NON BLEEDING. REFLECTIVE MATERIAL MAY BE ADDED AT OWNER'S OPTION FOR
NIGHT REFLECTING.
20.
DUCTILE IRON SHALL BE CLASS 51.
21.
CONCRETE FOR WALKS, CURBS AND DRIVES SHALL HAVE A MINIMUMN COMPRESSIVE.v:.
STRENGTH OF 3000 PSI @ 28 DAYS - AIR ENTRAINED.
22.
FIELD TESTING SHALL BE DONE BY AN INDEPENDENT TESTING LABORATORY PAID FOR
e
BY THE OWNER. FURTHER TESTING REQUIRED DUE TO A FAILED TEST WILL BE
PAID FOR BY THE CONTRACTOR.
23.
SEE GEOTECHNICAL REPORT N0.---------- DATED ------_, BY ------
______ FOR ADDTIONAL REQUIREMENTS.
{
CONSTRUCTION SEQUENCE
1.
NO CUT SLOPE OR FILL SLOPE SHALL EXCEED A RISE OR FALL OF ONE FOOT FORee
u: u
EVERY RUN OF 3 FEET (1 VERTICAL TO 3 HORIZONTAL).
R
a
2.
NO SEDIMENT WILL BE ALLOWED TO EXIT THE SITE. ALL EROSION SHALL BE CONTROLL� ��
�
gu'zatsba'Trt�
� �
INCLUDING SIDE SLOPES DURING AND AFTER CONSTRUCTION.
3.
IF APPLICABLE, CONSTRUCT PROPOSED RETENTION POND TO ACT AS A SEDIMENT BASIN"
DURING CONSTRUCTION. REMOVE ACCUMULATION OF SILT AS REQUIRED TO ALLOW PROPER
FUNCTIONING. RESTORE POND TO DESIGN LEVELS AT THE COMPLETION OF CONSTRUCTIC�
.
4.
IF APPLICABLE, INSTALL DROP INLETS WITH INLET PROTECTION TO ACT AS SILT TRAPS
F
DURING CONSTRUCTION. REMOVE ACCUMULATED SILT AS NEEDED TO PREVENT SILT FROIv=
ENTERING STORM DRAIN PIPING.
5.
INSTALL EROSION CONTROL MEASURES BEFORE BEGINNING CONSTRUCTION INCLUDING`
I I � NCB, CHECK DAMS,
BUT NOT LIMITED TO GRAVELLED CONSTRUCTION ENTRANCE, SyLT FED � I I ' C.
1.., } f.I. I.I r �I..,1 !'1 ('� `t' 1f A::`;) f" t_t •-�,-�{... i .n�. r iA,.t ;�_
4f� : F I` .
.''STALL A_.._ _RJr .O. ��,N . ROL Mai' UPE AS SOO : AS . ,, 1SLE AFT,_3 , BEGIN= N �
CONSTRUC, ION.
x.:
6.
A 4" LAYER OF TOPSOIL SHALL BE APPLIED TO ALL N17W AREAS TO BE GRASSED.
13,
7.
ALL DISTURBED AREAS SHALL BE SEEDED IN ACCORDANCE WITH SEEDING SCHEDULE AS
SOON AS POSSIBLE BUT NO LATER THAN 30 DAYS AFTER DISTURBANCE.'
8.
MAINTAIN ALL EROSION CONTROL MEASURES UNITL PROJECT IS COMPLETE.
9.
MORE STRINGENT MEASURES MAY BE REQUIRED TO HALT EROSION IF THOSE ON THIS
PLAN PROVE TO BE LESS EFFECTIVE.
10.
REMOVE ALL TEMPORARY EROSION CONTROL MEASURES UPON COMPLETION OF CONSTRUCTION.
ALL PERMANENT MEASURES SHALL BE WELL ESTABLISHED PRIOR TO PROJECT COMPLETION.
'
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17374 .�
717(
DATE
0 0_2; �-4
eC
DESIGN
�L7 t 1
�
s
DRAWN'_
u
�'� 2 2 1997
SKEET 2 OF 2
a. R '

REVISIONS
D°{e Description By'
a
EXIST. 2 STORY
P CE pR• FRAME DWELLING 3 12 8
ORN STORMWATER MLV
H
/ I CONTRIBUTING DETENTION DRAINAGE AREA
l
' 1 t
K1LRR Pam• .
I I
SITE ,y o
�`ti SRN IZ+ I
� c
v I Ilk
o
Z
VICINITY MAP
NTS e%
I 1 EXIST. DETENTION POND (TO REMAIN)
20 TOP OF BANK 21.0 �, I
FLOOD POOL 20.0 m -
NORMAL POOL 18.0 I
i.r BOTTOM 12.0
I ! � 180' t (
20.8
{
j { EX I Sj_DjL1LET _ST46TU Fes---_ �1 I
�CONTRIBUTING DETENTION DRAINAGE AREA TO REMAIN. SEE DETAIL FOR
/ MODIFICATIONS. - „�„�,. _. I --=--CONTRACTOR SHALL REMOVE ALL SEDIMENT
. FROM FOREBAY AFTER COMPLETION OF
----9f•TCH197° " CONSTRUCTION TO MAINTAIN 3' FOREBAY DEPTH.
o t 1 O
1 j PROPOSED FOREBAY
EXIST. 36 RCP + (- _ �TOP OF BANK 20.0
o NORMAL 18.0
--�- _ +- l 15' DRATNAGE' BOTTOM 15.0 O
21.8 ... _.--LCCE$S ENT t� (TYPIC� 12' DRIVEWAY ACCESS
f" `f o
i .. 10 11 ' 1 (TO REMAIN) �-•�
' f 0 23.5
ttt �. c.
sF 21 G o , 2.0 <.° - 1 I t 30Ful
2*L0.E.S. I V.18.
x�°�o w/ 10 x 15 1 E.D. - 18)90
3O„RCP
SDMH NO. 1 - L O �- o o --- ----
f r i 6 ! .i� ter- rr•...{
POND 1 1 ' TOP 23.5 �� _ ..�
a 0.6r MAN-MADEP r
o �2? ! 1.0 INV 20.0 M t ( W
i i ' - 22 O
z3.4 -3 RCP PEN SW --\-EXTEND- w t
lI ,4..' _R,�-,o (STING ALE.---- DETENTION TOP 23.5 N
_. ��. f .°°° FILLED /
22.4 , ' ovoo° N ( E ) INV. 19.0..
r"' „ POND � I
4 _...r t 3o F.E.S. INV. 20.0 EXISTING WRIGNrISBORO PLAZA
21.7 �._ `� �. �- -_ ' w 1O'x12'x18" E.D.
° 21.0 I N N 1 •7 ' W
Id
21.6 7 x
R-15 t " �� N
/rir /j `� . �` I w E
WALE"' 21.8 1
Y,..r J
° 21.7 o z2.4 ° z2.7 .2z _ --- f ` . OUT PARCEL NO. 3 I �"y ••
`."` �� # FUTURE DEVELOPMENT "C)
`A CONCRETE• s _ OUT PARCEL N0. 4 �``�- _� �" CURB �� ,--�!' s"`""" G� O �.
_ DUMPSTER ,-- � _..� -� ,�
(FUTURE DEVELOPMENT) �PAD,, _ � -- - - � �� � rz
'fr"�`• _-- _ _ _- EXIST. OPEN SWALE (TO REMAIN)
�3 '• EXIST.5' S'x12" E.D. �� - /
x ~!
2a s -1. - - _
:•.;R•; 23. 23.5 24.2 RELOCATE9.20.8
1ST_;__ . -� / --- - E..�
_ i
w24"F. E.S� --
NEW D.I. NO. 6 & 5'x5'x12" E.D.
_ O.P--24-.6' EXIST. 241 F.E.S.
INV. 21.75 �..�,, oa TO BE RELOCATED) / - _ _.i SITE DATA •
- _ ._ - - _ _ - . .�
/1.1�
_', (p* _ `�' �. '` I - ti`' TOTAL AREA 0.95 Acre •
,AIX, tih � � ,y`' � � � �.. � � 2.� � f 7500 SF
�r h f ,_,,,,,.• .�,,. . �.._.�., ..� .. -d.w-" + � i,, BU I LD1 N G AREA
'r ' & U < r rye• NEW, D.I. NO. 5 �o. ��u ZONING
23.5; . �) 25.a 26.2 ., �••�' '�•- -.. -a .._._ - ----- -- - _.. - - _" �' ' fMENt J PARKING REQUIRED SPACES 3711� �}+
2 All`•-- -- PARKING PROVIDED SPACES 40 00
'..'� r „ 120.95 N v �hh tk� " „��` 18 900 SF C�2
I`�, °c 24 CMP 0.3� 18 CMP _ 15 CMP ® 1.0� �-- ASPHALT AREA f
�h � 1.2% LANDSCAPING AREA REQUIRED: 1512 SF
,...,
��' r �;? , ► iti ! ! 11 .. " - T -i�i
-......... . - ....mom. ..wUp .w^.•- -.^^ �
LANDSCAPING AREA PROVIDED: 1575 S. FIL P ; ANMICE O RGR KING .0 !r-1
•0
� I 'N 300 �o (325) KWw
(�� :� r . .;•�;Y: '- �..}: .«.+. ,r .4, � PL �• -^-& ( I ( I I C � �`;! "'. �5.}�6 • �.�?.,. ho �• �ro-if� l I � I I .. I .I ,4 w iii ✓ ,h...� .I +.�.,.T,ii.`.rL�lOA.�FDL ..,,, ��_ I'`�. �r� '' 4 `,, � �... `` �' 4 �I � ..,,.:� tM
O
.,V• (NO♦LLXIST
s 2 .2 27.0 25.5 TRASH
TOP 24.5"k
INV. 21.1rn �
N
-
m
e' 1am CQ t�'J
N ..,.. f' ,; MARL PARKING y o �`' �� I�sl I � cQ
cv I AND ACCESS I �6• h' 200) •s �200 ,� � � � - ` ! � °° I � � LO kn
t1' t.. ° ' o o �� tip' .. ,. i t I O I #
�.. �� 4 + �5t I EXISTING BURGER KINGZ co
�IrIt ,�`
s100 co
GENE
j� V. 1 �° 26.8 � 0 26.5 I � � I � � � ( !! �
t7500 BUILD! LC� ��; �r I I I I i I �, �._ - y' 1 I~ I Z
��_ 1 + ♦�
jj c0 •• { ar ( O F. L.. 0 �.. 'r f Z
1 N
. ! I- [:xi:SiiN BUILDING j 11-0 ! ( N
-��- 7�,��--......_._. Q I E2�1ST. F.F. EL. 2�.7 i O
43 a
.. tol l EAST, 1 STORY I }
..__ 10
1b��, 4 I I F.F. EL. 27.a I I I 11 Nch t
'.;_ ,,. ;r�.. •65 o . 27.01 I o ^�? I ` J
j n` v � ,rl�:j"; !.iy., y., Y•J if
I , �. � v._....._ tj .
+ 7 --1 - IF— __T
+ Il.
I �Vv 1 ICI LEGEND
.__.._ 22_ _. w.. EXISTING CONTOUR:
!x?5 ! tip' ti6' �� II I o� _� ._. _ # 1 +ti`'• EXISTING SPOT ELEVATION
0�?s j ---- IS ING 2AVEL + ti I
20 f s r # t ! PROPOSED SPOT ELDATION
0 ,'� ? PAIRKI G TO REMAIN ----- °�, �� -�OST. Ms;0�;raA� 1 r � I f E
! 26
PROPOSED CONCRETE
STRE `� 50 GRAVEL.E I I 200 ��P ( I IcI I?o 0 �cb. �,.. i ----- STORMWATER RUNOFF DIRECTION
i 61 'ARp •s (685} , CONSTRUCT16 L - �_ _l _.I L . _, _ L l - `' I .�.- --.
ENTRANCE I EXISTING LIMITS OF DISTURBANCE
J TOP ca 24.80' "~' III t I L NO. OUT PARCEL DROP INLET w/INLET- PROTECTION
.. ,.._ .. E ING 1 .,, h OUT PARCEL NO. 2 OUT PARCE t
J -DfC� INLET 4� 2� 5, 25.4 ® 26� 2� _ " TEMPORARY SILT FENCE (SEE DETAIL)
..,,,
REMAIN,,. ..� � 'QVT)ZHT POLE I ,�.2s.3 �' � 1D0.00 '� _ ... _ ..._ -�� � �*► ��
J ti -•:- LIGHT POLE 'tfr "'ss /
Wa - w _ -•,`a` 24.1 # , LIGHT POLE -''" �,' .�`
XIST. 115"RCP
EXIST. 15 RCP ---,r-2s - exten pipe
- _(TO REMAINS
J �- - WIDENING . -..- NCDOT SDMH �- �• �- �-
J o z ` . QEL,OCATE: EXISTING - .�.._ .._.....�.. .�� w- TOP 26.5t -- '
J DRIVEWAY-—- - I _ EXISTING .� .� �- jr
� PAVEMENT INV. 24.3
MATCH EXISTING /
J -�- OUT PARCEL NO. 3 ( ASPHALT GRADE 26.0t U.S. 117 N.C. 133 (CASTLE HAYNE ROAD)/F
i
r � �
NOTE: NO WETLANDS EXIST SITE PLAN FAST FARE' I
ON THIS SITE. j I
1 - 40 1
STORE I
NORTHAPPROVED
CAR LIMA ENVIRONMENTAL
MANAGEMENT ISIO
DIVISION OF VIATER QUAUTY fj
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S E A L
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D C E I V
s DATE 03-12-98
MAY 99 ,r
m DESIGN PGT
PI�oJ # � � � DRAWN MLV
SHEET 1 OF 2
97104

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20 WOOD
1'-6" x V-0" x .080 STD. ALUM.
HANDICAPPED PARKING SIGN
TO READ "RESERVED PARKING"
RESERVED
WITH IDENTIFICATION SYMBOL.
-
BOLT TO WD. POST W/ 3/8" CANDIUM
PARKING
PLATED NUTS, BOLTS & WASHERS.
)LED 00
9" x 1 '-0" x .080 STD ALUM. SIGN
TO READ "VAN ACCESSIBLE".
BOLT TO WD. POST WITH 3/8" CANDIU
PLATED NUTS, BOLTS & WASHERS
9" x V-0" x .080 STD ALUM. SIGN o
TO READ "MAXIMUM PENALTY $100,
,,
�.. 12 -�
GS 20-37.6". BOLT TO WD. POST
d
00
COL ORS
WITH 3/8" CANDIUM PLATED
LEGEND AND BORDER - GREEN
NUTS, BOLTS & WASHERS.
FINISHED
WOOD OR STEEL STAKE
FABRIC
RUNOFF WATER J `
w/SEDIMENT -
SEDIMENT
BURIED FABRIC SKIRT
AS DIRECTED BY ENGINEER
WHITE SYMBOL ON BLUE BACKGROUND
BACKGROUND - WHITE PRESSURE TREATED 4"0" POST. GRADE
1-1/2"R( 1-1/2R(TYP)
_. rz
MAXIMUM VAN I I-- -III) WtL_­__j _ _ 01 P$�(J /$"(TYP)NALTY
0) /e(TYP} =III =III=� �I I=( ( = p 2X4 WOOD FRAME WOOD OR
III-1 I i=1 I I� �1=III=III STEEL STAKE
"® '' �• _ I I I (=I I I=�-I i I=I I= M '"I7 D��,P�AI LET BURIED FABRIC SKIRT
JLAR LEGEND AND BORDER - GREEN LEGEND AND BORDER - GREEN `III=I (U 1= I (I= b � •-,:--N
:CTION BACKGROUND - WHITE BACKGROUND - WHITE
TYPICAL HANDICAPPED SIGN DETAIL
PLOW
NTS
��
" SIDEWALK •�
6
2• TYPE 1-2 (NCDOT)
WHERE RUNOFF IS DIRECTED , »
AWAY FROM CURB GUTTER - -
-^ . EXCESS
CONCRETE EXP. JT.
8" ABC STONE (NCDOT)
SHALL SLOPE AWAY AS SHOWN-
'- '„
AT CORNERS
MTL.
CLASS A CONC.
'
ASPHALT
S OPE
= 3" .1"
■
0
NOTES:
1. AS SYNTHETIC FABRIC, USE A PERVIOUS SHEET OF NYLON,
5. TO PROVIDE NEEDED STABILITY TO THE INSTALLATION, FRAME WITH
•.
LAW•'
• .
'
POLYESTER, OR ETHYLENE YARN -EXTRA STRENGTH
2x4-INCH WOOD STRIPS AROUND THE CREST OF THE OVERFLOW
•
- -
" ;la�$'"R•
�• ':.■..'
(50 LB/ 11NCH MIN.) -THAT CONTAINS ULTRAVIOLET RAY
BE SUFFICIENTLY
AREA AT A MAXIMUM OF 1.5 FT ABOVE THE DROP INLET CREST.
�7cOMPRADED
:. ., '..: :• .
• .. =
_
I` ` 1-
III
INHIBITORS AND STABILIZERS. FABRIC SHOULD
POROUS TO PROVIDE ADEQUATE DRAINAGE OF THE TEMPORARY
6• PLACE THE BOTTOM 12 INCHES OF THE FABRIC IN A TRENCH AND
TRENCH AT LEAST 4 INCHES OF CRUSHED STONE
6x6-10/10 W.W.M.
SUBG
•. -
A
.t_t� '
NOTE.
-III -I
PAVEMENT
SECTION I�AY VV
DRAINAGE AWAY FROM CURB
_
SEDIMENT POOL BURLAP MAY BE USED FOR SHORT-TERM
APPLICATIONS. IT MUST BE REPLACED EVERY so DAYS.
BACKFILL THE WITH
OR 12 INCHES OF COMPACTED SOIL
-_!--
=111_.....111
DEPENDING
UPON FIELD G�ITIONS.
SECTION
CONTRACTOR
SHALL COORDINATE
2. CUT FABRIC FROM A CONTINUOUS ROLL TO ELIMINATE JOINTS.
7. FASTEN FABRIC SECURELY TO THE STAKES AND FRAME. JOINTS MUST BE
w/OWNER & GEOTECHNICAL
- -
C WOOD PREFERRED)OR EQUIVALENT
OVERLAPPED TO THE NEXT STAKE.
CONCRETE
SIDEWALK CONTROL JOINT
TYPICAL
SIDEWALK AND
WHEEL. CHAIR RAMP DETAIL
NOTES:
1.
SIDEWALK THICKNESS SHALL BE 4r UNLESS NOTED OTHERWISE.
2.
CONTRACTION JOINTS (C.J.) SPACE SAME AS SIDEWALK WIDTH.
3.
THICKEN SIDEWALK TO 6" AT DRIVEWAYS.
4.
THICKEN SIDEWALK TO 6" IN LAST 3' WHERE IT ABUTS PAVEMENT
WITH NO CURB.
5.
1 /2" EXPANSION JOINT (E.J.) REQUIRED AT 50' MAX. AT SIDEWALK
JUNCTIONS, AT STRUCTURES, AND AS NOTED ON SITE PLAN.
6.
PROVIDE A LAYER OF 15f BLDG. FELT BETWEEN WALK AND ADJACE
PARALUNG CURB OR STRUCTURE.
7.
REINFORCE w/6x6-10/10 W.W.M.
CURB
50' MAX. SPACING
•
.
04
'
■
PLAN BLDG.-STRUCTURE
1 /8"R TOOLED 1 /4"x 1 " DEEP w/AN
JOINT 1 /8"R TOOLED JOINT
• !4
1 /2" EXPANSION
JOINT MATERIAL
EXPANSION JOINT (E.J.) CONTRACTION JOINT
SIDEWALK JOINT DETAILS.
NTS
NOTE
1. CONTRACTOR MAY USE BRICK WITH MAX. CORBEL 1 " PER COURSE
2. CONTRACTOR MAY USE ECCENTRIC M.H. UNIT
A 2.5 0L D.
• • STEEL PIPE A A
» I
r • R
SECTION.ACTUAL PAVEMENT
PAVEMENT
CONC.!!! psi
6 of • • WELDED
FABRICWIRE
iF.,• -• Irl •.IF•7 • iF.x •• 1�., -. itl -.1}.r -. I�.l . ir., -• 1�•7 �1rr
STONE4" ABC
UMPSTER PAD DETAIL.
Z
5
CL
LIJ
0
ASPHALT
SEE �� •
r FABRIC
SECTIONm r • ii OR
P& b
•ENERGY DISSIPATOR
NTS
STD. NG & COVER PRECAST a RISER RING
N 2
1 PR �A��SNNT� M.H. LV&WTI12" OC
APPM
�Hiy'� OC
�K M.H.
AN MlAil 5 3/4
8 FORM FLOW CHANI IEFT
CC
00
3'-3" MIN. 3'-1 V" MIN.
-CBNC•MH BLOCK EC MH RINGS
SECTION
STORM DRAIN MANHOLE DETAIL
3. FOR STAKES, USE 2x4-IN H
METAL WITH A MINIMUM LENGTH OF 3 FT. 8. THE TOP OF THE FRAME AND FABRIC MUST BE WELL BELOW THE GROUND
4. SPACE STAKES EVENLY AROUND THE PERIMETER OF THE INLET ELEVATION DOWNSLOPE FROM THE DROP INLET TO KEEP RUNOFF FROM
A MAXIMUM OF 3 FT APART, AND SECURELY DRIVE THEM INTO BYPASSING THE INLET. IT MAY BE NECESSARY TO BUILD A TEMPORARY
THE GROUND, APPROXIMATELY 18 INCHES DEEP. DIKE ON THE DOWNSLOPE SIDE OF THE STRUCTURE.
TEMPORARY FABRIC DROP- INLET EROSION CONTROL.
NTS
DRAINAGE TOWARD CURB
SEE PLAN FOR PIPE � Y
ORIENTATION
CURBSECTION _
NTS I- - -I- -I-
CASTING
QQO
t�
1
(-
NOTE: USE DEWEY BROS.
CH-BN 3A FOR CATCH
0 G -
J.�
-
u
I (
BASIN AND CH-BN-47
FOR YARD INLETS
Q 00
14/1V
CONIC. COLLAR
L----------�
J
PLAN
6' MI
„
CONC. COLLAR
ASPHALT PAVEMENT
COARSE AGGREGATE �\�•
ELEV. VARIES
»
2,
0"-71
,
TEMPORARY GRAVELLED
BRICK M, ,ONRY
CONSTRUCTION ENTRANCE
FLOW
NTS
-
-
4"
3000 PSI CONC.
4 4•
•
�• "
NOTE:
DROP
TRAP
INLET TO HAVE ACID
DROP FOOTING 2 &
SECTION LtMl
OPENING AS SHOWN
DROP
INLET DETAIL.
NT
36 CM
L_ A
� 6"� 4'-0" �61L
PLAN
GALV. BAR GRATING - 1" x 1 /8" BEARING BARS. FASTEN WITH
TYPE J CLIPS. ATTACH TO 1-1/4" x 1-1/4" x1 /4" GALVANIZED ATTACH GALVANIZED WIRE
ANGLE FRAME. MORTOR FRAME TO TOP OF OUTLET STRUC E CLOTH OVER SMALL DIAMETER TOPOFBANK 21.0
TOP OF BANK 3 1 ORIFICE (8 MESH .020 WIRE)
21.0
FLOOD POOL 20.0
r 1 FLOOD POOL 20.0
36" P
3 NORMAL, POOL 18.0
3
NORMAL POOL 18. 3 17.0
INV. 18• A L
INN. 17.5 t0 EMBANKMENT 6
w/SPILLWA
1 15.0 OREBAY ✓-'�---� MAIN POOL
VEGETATIVE 1
s" SHELF
�6„ 3
�,r 4 ,- 0„ �
I 6'
_ BOTTOM 12.0 BOTTOM 12.0
SECTION A - A �" II 1 11l•ll 1
DETENTION POND OUTLET STRUCTURE POND.AND-- FOREBAY SECTION,
NTS NTS
REVISIONS
LANDSCAPING IS REQUIRED FOR PARKING LOTS FOR THE PURPOSES OF
SITE
WORK NOTES
ate
Description
By
REDUCING AESTHETIC IMPACTS OF PAVING OR REMOVING THE NATURE 1. THE CONTRACTOR SHALL VISIT THE SITE AND BECOME FAMILIARIZED WITH EXISTING
VEGETATION FROM LARGE AREAS: TO REDUCE THE NOISE, HEAT AND
CONDTIONS BOTH ON AND IMMEDIATELY ADJACENT TO THE SITE.
1
STORMWATER
MLV
DUST ASSOCIATED WITH PARKING LOTS: AND OTHER PURPOSES AS
2.
CLEARING: CONTRACTOR SHALL REMOVE ALL TREES AND VEGETATION WITHIN LIMITS
12 98
MODIFICATIONS
LISTED IN SECTION fi7-1. OF CONSTRUCTION UNLESS OTHERWISE DESIGNATED TO REMAIN.
(1) APPLICABILITY - LANDSCAPING SHALL BE REQUIRED FOR
3.
GRUBBING AND STRIPPING: CONTRACTOR SHALL RAKE AND REMOVE 'ROOTS, STUMPS,
ALL OFF-STREET PARKING FACILITIES WITH FIVE OR MORE SPACES
VEGETATION, DEBRIS, EXISTING STRUCTURES ABOVE AND BELOW GRADE, ORGANIC
OR THOSE ARM 25M SQUARE FEET OF MORE DEVOTED FOR MATERIAL OR ANY OTHER UNSUITABLE MATERIAL WITHIN LIMITS OF 'CONSTRUCTION.
VEHICULAR USE. A LANDSCAPING PLAN SHALL BE SUBMITTED IN
4.
MUCKING: CONTRACTOR SHALL COORDINATE WITH OWNER AND THEIRGEOTECHNICAL
ACCORDANCE WITH SECTION 67-8.
REPRESENTATIVE TO COORDINATE REMOVAL OF ANY SOFT AREAS.
(2) DESIGN CRITERIA: LANDSCAPING SHALL BE REQUIRED
5.
DISPOSAL: CLEARED, GRUBBED, STRIPPED OR OTHER WASTE MATERIAL SHALL BE
FOR PARKING LOT PERIMETERS AND FOR PARKING LOT INTERIORS.
REMOVED FROM SITE AND DISPOSED OF IN A PROPERLY PERMITTED 'FACILITY.
6. FILL AND COMPACTION SHOULD. COMPLY WITH GEOTECHNICAL REPORT.
ANDSREQUIA ED STRIP
(A) PAR INNG LOTPERIMERSLANDSCAPED
7.
THE CONTRACTOR SHALL NOTE THAT THE GRADING PLAN MAY NOT REPRESENT A BALANCED
WIDTH BE
EIGHT (8)ANY
EARTHWORK CONDITION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CUT AND
SIDE of A PARKING LOT OR RESIDENTIALLY ZONED
FILL QUANTITIES AND COMPLETE INSTALLATION TO SPECIFIED. GRADES..
PROPERTY. THIS LANDSCAPING SHALL CONSIST OF , AT A
MINIMUM, ONE EVERGREEN OR DECIDUOUS TREE EVERY
8.
THE CONTRACTOR SHALL FURNISH SUITABLE BORROW MATERIAL FROM AN OFF --SITE
EIGHTEEN (18) To TWENTY-SEVEN (27) FEET. IF A
PROPERLY PERMITTED FACILITY AS REQUIRED.
BUFFER STRIP IS REQUIRED IN ACCORDANCE WITH
9.
THE CONTRACTOR IS RESPONSIBLE FOR THE LOCATION AND PROTECTION OF ALL
SECTION 657-4. THAN THE TEN FOOT WIDTH MAY BE
EXISTING UTILITIES DURING CONSTRUCTION. BEFORE COMMENCING ANY EXCAVATIONS
INCLUDED AS PART OF THE BUFFER STRIP. (4/2/90) IN OR ALONG ROADWAYS OR RIGHT-OF-WAYS, PUBLIC AREAS OR IN PRIVATE
EASEMENTS, THE CONTRACTOR SHALL NOTIFY ALL APPROPRIATE PERSONNEL OF
(B) PARKING LOT INTERIORS - INTERIOR LANCSCAPING
THEIR INTENT TO EXCAVATE, IN WRITING, NOT LESS THAN 10 DAYS PRIOR TO EXCAVATING.
IS DEFINED AS THE LANDSCAPING REQUIRED WITHIN THE
10.
THE CONTRACTOR SHALL BE RESPONSIBLE TO COORDINATE DISCONNECTION/
PARKING LOT PERIMETERS. INTERIOR LANDSCAPING
RECONNECTION AND/OR THE RELOCATION OF ALL EXISTING UTILITIES WITH
SHALL. BE PROVIDED EQUAL TO 8% OF THE TOTAL AREA TO
APPROPRIATE PERSONNEL.
BE USED FOR PARKING, LOADING -AREA, OR FOR OTHER
VEHICULAR USE OF PEDESTRIAN USE. INTERIOR
11.
EXISTING SURVEYING PERFORMED BY STUART Y. BENSON & ASSOCIATES AND SUPPLIED BY THE OWNER.
LANDSCAPING SHALL BE IN THE FORM OF PLANTING
12.
THE CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS AT THE SITE, FURTHERMORE
ISLANDS, EITHER SEPARATE OR PROTRUDING FROM THE
THE CONTRACTOR SHALL REPORT ALL DISCREPANCIES OR QUESTIONS TO THE ENGINEER
PERIMETER LANDSCAPING. EACH ISLAND SHALL HAVE NO
PRIOR TO INSTALLATION.
HORIZONTAL DIMENSION OF LESS THAN TWELVE (12)
13.
THE CONTRACTOR SHALL PROVIDE ANY AND ALL LAYOUT REQUIRED TO CONSTRUCT
FEET. (4/2/90) EACH ISLAND SHALL HAVE NO LESS
HIS WORK UNLESS OTHERWISE DIRECTED BY OWNER.
THAN ONE PLANTED OR EXISTING TREE PER ISLAND, WITH
14.
ALL PVC UTILITY MAINS SHALL BE INSTALLED WITH A MINIMUM OF 36" COVER
APPROPRIATE GROUNDCOVER. NO PARKING SPACE SHALL
AT FINAL GRADE.
BE LOCATED MORE THAN ONE HUNDRED AND TWENTY FEET
15.
ALL SERVICE CONNECTIONS SHALL BE INSTALLED TO MEET ALL LOCAL AND STATE CODES.
FROM A PLANTING ISLAND. ALL PARKING SPACES SHALL
METERS, TAPS, MATERIALS, WORKMANSHIP AND ALL FEES SHALL BE THE RESPONSIBILITY
BE BLOCKED OR CURBED To PREVENT VEHICLES EITHER
OF THE CONTRACTOR AND SHALL COMPLY WITH ALL REQUIREMENTS.
FROM OVERHANGING PLANTING ISLANDS OR LANDSCAPED
16.
ALL PAVEMENT, BASE AND SUBGRADE SHALL COMFORM TO NCDOT' STANDARDS INCLUDING
YARDS BY AN AVERAGE OF MORE THAN ONE FOOT OR
WORKMANSHIP, MATERIALS AND EQUIPMENT. APPROPRIATE BARRICADES, SIGNS, LIGHTS
!�
DAMAGING ADJACENT FENCES OR SCEENS. (3/9/88)
OR OTHER TRAFFIC CONTROL DEVICES SHALL BE PROVIDED IN ACCORDANCE WITH NCDOT
TO MAINTAIN SAFETY AND TWO WAY TRAFFIC.
z
MAINTENANCE
17.
ALL AREAS SHALL BE GRADED FOR POSITIVE DRAINAGE. THE CONTRACTOR SHALL REPORT
H
ANY DISCREPANCIES TO THE ENGINEER PRIOR TO INSTALLATION. ALL AREAS SHALL BE
.
(t) ALL EXISTING VEGETATION THAT IS USEDTO MEET
TO DRAIN AWAY FROM BUILDINGS AT ALL TIMES.
P4
LANDSCAPING REQUIREMENTS, ALL REQUIRED PLANTEDSLOPED
LIVING
18,
CONCRETE STORM DRAINAGE PIPE SHALL BE CLASS III WITH RUBBER' GASKETED JOINTS
Q
MATERIAL, AND ALL REQUIRED BERMS SHALL BE MAINTAINED BY THE
AND INSTALLED IN ACCORDANCE WITH MANUFACTURER'S REQUIREMENTS.
OWNER OF THE PROPERTY ON A CONTINUING BASIS FOR THE LIFE OF
19.
USE WHITE LANE MARKING PAINT FOR ALL PAVEMENT MARKINGS. PAINT SHALL BE A
THE DEVELOPMENT. (3/9/88)
CHLORINATED RUBBER ALKYD, FS TT-P-115, TYPE III, FACTORY MIXED, QUICK DRYING,
(2) ARTIFICIAL FENCING SHALL. BE MAINTAINED, CLEANED
NON BLEEDING. REFLECTIVE MATERIAL MAY BE ADDED AT OWNERS OPTION FOR
AND REPAIRED BY THE OWNER OF THE PROPERTY ON A CONTINUING
NIGHT REFLECTING.
BASIS FOR THE LIFE OF THE DEVELOPMENT. SUCH FENCING SHALL
20.
DUCTILE IRON SHALL BE CLASS 51.
BE KEPT FREE OF UTTER AND ADVERTISING.
21.
CONCRETE FOR WALKS, CURBS AND DRIVES SHALL HAVE A MINIMUMN COMPRESSIVE
STRENGTH OF 3000 PSI @ 28 DAYS - AIR ENTRAINED.
GRASSING DETAIL
SEEDING MIXTURE
SP� •RATE (Ib/ccfro)
PENSACOLA BMIAG Ass 50
SERICEA LESPEDEZA 30
COMMON BERMUDAGRASS 10
GERMAN MILLET 10
TALL FESCUE 50
SEEDING NOTES
1. WHERE A NEAT APPEARANCE IS DESIRED. OMIT SERICfA.
2. USE COMMON BERUDAGI SS ONLY ON ISOLATED STIES WHERE fT CANNOT BE-
COME A PEST. BERMUDA(AASS MAY BE REPMED WITH 5 Ib/am CENTIPEDEGRASS.
SEEDING DATES
APRIL 1 - JULY 15
SOIL AMENDMENTS
APPLY LIME AND FERTILIZER ACCORDING TO SOIL 73- IS, OR APPLY 3AOO Ib/mm
GROUND AGRICULTURE UMEMME AND 500 Ib/am 10-10-10 FERTILIZER.
MULCH
APPLY 4,000 Ib acro GRAIN STRAWOR EQUIVALENT COVER OF ANOTHER SUITABLE
MULCH. ANCHOR BY TACIONG WITH ASPHALT, ROVING, OR NETTING OR BY CRYING
WITH A MULCH ANCHORING TOOL A DISK WITH BLADES SET NEARLY STRAIGHT CAN BE
USED AS A MULCH ANCHORING TOOL.
MALNTENANCE
REFER71LIZE THE FOLLOWING APRIL WITH 50 lb/acre NITROGEN. REPEAT AS GROWTH
REQUIRES. MAY BE MOWED ONLY ONCE A YEAR. WHERE A NEAT APPEARANCE IS
DESIRED. OMIT SERICEA AND MOW AS OFTEN AS NEEDED.
21•
BY THEUKT FIELD tSIING OWNERyH FURTHER TESTING REQUIRED DUE �TOtAIINU FAILED ST S I WILLrBE run UK
F-4
PAID FOR BY THE CONTRACTOR.
F-4
/y
I-�-I
23.
SEE GEOTECHNICAL REPORT N0: �_, DATED _______, BY _________
O
FOR ADDTIONAL REQUIREMENTS.
O
CTRUCT ONSION SEQUENCE
z1.
Emmmi
NO CUT SLOPE OR FILL SLOPE SHALL EXCEED A RISE OR FALL OF ONE FOOT FOR
EVERY RUN OF 3 FEET (i VERTICAL TO 3 HORIZONTAL).
2.
NO SEDIMENT WILL BE ALLOWED TO EXIT THE SITE. ALL EROSION SHALL BE CONTROLLED
3.
INCLUDING SIDE SLOPES DURING AND AFTER CONSTRUCTION.
IF APPLICABLE, CONSTRUCT PROPOSED RETENTION POND TO ACT AS A SEDIMENT BASIN
z
z
DURING CONSTRUCTION. REMOVE ACCUMULATION OF SILT AS REQUIRED TO AGLOW PROPER
�
O
FUNCTIONING. RESTORE POND TO DESIGN LEVELS AT THE COMPLETION OF CONSTRUCTION.
4.
IF APPLICABLE, INSTALL DROP INLETS WITH INLET PROTECTION TO ACT AS SILT TRAPS
�{
DURING CONSTRUCTION. REMOVE ACCUMULATED SILT AS NEEDED TO PREVENT SILT FROM
ENTERING STORM DRAIN PIPING.
5.
INSTALL EROSION CONTROL MEASURES BEFORE BEGINNING CONSTRUCTION INCLUDING
BUT NOT LIMITED TO GRAVELLED CONSTRUCTION ENTRANCE, SILT FENCE, CHECK DAMS, ETC.
INSTALL ALL EROSION CONTROL MEASURES AS SOON AS POSSIBLE AFTER BEGINNING
CONSTRUCTION.
3.
A 4' LAYER OF TOPSOIL SHALL BE APPLIED TO ALL NEW AREAS TO BE GRASSED.
7.
ALL DISTURBED AREAS SHALL BE SEEDED W ACCORDANCE WITH SEEDING SCHEDULE AS
SOON AS POSSIBLE BUT NO LATER THAN 30 DAYS AFTER DISTURBANCE.
8.
MAINTAIN ALL EROSION CONTROL MEASURES UNITL PROJECT IS COMPLETE.
9.
MORE STRINGENT MEASURES MAY BE REQUIRED TO HALT EROSION IF THOSE ON THIS
PLAN PROVE TO BE LESS EFFECTIVE.
10.
REMOVE ALL TEMPORARY EROSION CONTROL MEASURES UPON COMPLETION OF CONSTRUCTION.
ALL PERMANENT MEASURES SHALL BE WELL ESTABLISHED PRIOR TO PROJECT COMPLETION.
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STEEL OR WOOD POST
WIRE FABRIC �.
GA. o a: FILTER FABRIC
WIRESI
J
IANCHOR FABRIC SKIRT
o AS DIRECTED BY ENGINEER
U u
NOTES:
1. FENCE FABRIC SHALL BE A MIN. OF 32" IN WI[�TH AND
SHALL HAVE A MIN. OF SIX LINE WIRES WITH 12 STAY
SPACING.
2. FABRIC SHALL BE FOR EROSION CONTROL AND MIN. OF
36" IN WIDTH. FABRIC SHALL BE FASTENED
ADEQUATELY TO THE WIRE FABRIC AS DIRECTED BY THE
ENGINEER.
3. STEEL POST SHALL BE 5'-0" IN HEIGHT AND BE OF THE
SELF -FASTENER STEEL ANGLE TYPE.
4. WOOD POST SHALL BE A MIN. OF 6' IN HEIGHT AND 3'
TO 4' IN DIAMETER. WIRE FABRIC SHALL BE FASTENED
TO WOODEN POST WITH NOT LESS THAN J9 WIRE STAOLE
1 1 /2" TANG
mEr"S"T' Sl LI FENCE
NT
cARol
SE A L -
y 17374
�00t110\
' DATE 03-12-98
DESIGN PGT
DRAWN MLV
C2
1998,, SHEET 2 OF 2
97104

VICINITY
NTS
ol
7
LL
EXIST. 2 STORY
FRAME DWELLING
20 } :; 1
1 Of 12" ENERGY
DISS19ATOR
o12
7J& 20.8 36" F.E.S.
INV. 17.8
-yr," CMP
CONTRIBUTING DETENTION DRAINAGE AREA "ou OUTLET STRUCTURE
O
0.2
-OP -Dff-CH-
EN
0.4 20
W) R3
DETENTION PO D
R3
TOP OF BANK 21.0
-;a� pft" P=
FLOOD POOL 20.0
BACKFILL 10 LF OF J ....... -
EXISTING SWALE NORMAL POOL 18.0
BOTTOM 12.0
F --j/
l 8.0
00010
00
ji
89 0,0, (*,0,, . . . ........ . . "­'IR4 10'2" ENERGY
0 '
0� ,�,/,r R ; I DISSIPATOR 10x 0
1 O'x25'x 1:�' NCDOT
000)
MAN-MADE POND CLASS B EROSION INV. 20.0
1.0 CONTROL STONE OPEN SWALE
3:1 SIDE SLOPE
22
21 R2
LLJ
S ` \ ' e V)
V)
\ .. j' _. ... i' Ld
rtACTPROPOSED SWALE T ROPOSED, SW
C �Q Lo
AS FOREBAY.
A
22 T
swALI-
**ft 21.8
EXISTI hN`G Twit Rl GHT.-.So. 30RO - PLAA ZA
EXIST. MARL
ACCESS CURB . ........ 111111
32A
,.,. `"` ' ... _ ._ w _4". .. _ _ -- OPEN SWALE MATCH EXISTING
3:1 SIDE SLOPE ASPHALT GRADE 26.2±
1 O'x 1 O'x 12!'
ENERGY 24 F.E.S N
INV. 20.9,11 R I D.I. NO. 3
DISSIPATOR I TOP 2 4.5
x12 ENERGY
0000 INV. 21.55
.0 1 PATO�
3:1 OPEN SWALE ---D.I. NO. 2­
ol� so 4
TOP 25.0 TOP 25.0
U Lo
ENERGY'
24 INV. 22.1 INV. 23.0 U,
- ­ I Llo
­D7. 17. 4 lo' UVWY E
--ft- - -"- - -m- - -= --- ss -­-.0. Em, E N r
TOP 24.5
IN \ 2�1(�l 24!' CMP 0 0.3% 18" CMP rl:.0R
I p ff..@ 1.
(300) (300) (325) too
.0 EN ANCE TO BURGER KING
POWER POLE LLJ 7 r
-ONCRETE
R3 0 DUMPSTER PAD ry
25% l P "V mool
Lo 111111111, V­ "%, . L --j
0 111111111111111 A
MARL PARKING 11, f
0 1�� 11.1 b &k. H SMALL OPEN
Cq AND ACCESS 00)
f -I f� '�J(200 SWALE
00 col zl
lb" t
(500) Qi
I T
t---24' 8, 80, 1
OOOLER
.26 PROPOSED BL ILDIN6,
EMST. 1 STORY
METAL BLDG
I f
F.F. EL 27.0 0
r ff cl. m. v
lb
Vk,
200 ;0 200 F
4s 80 +
I z"­.-. r4% I r r
-EXISTIk; GRAVEL rill -vwm- I4A'1 ;��KIN (F
AND ALC- 9o'
PARKING1 TO REMAIN----, WOO
i EXIST. MCDONALDS
1 1 '26-
GRAVELLED 00 op __j
/Q l r' 200
CONSTRUCTION
TOP CB 24.80' ENTRANCE X
N I EXISTING
-- OUT PARCEL NO. 2 OUT PARCEL0\10. 1
OUT PARCEL
0 'Gomm Gomm
r% C4
00
--- ZZ LIGHT POLE LIGHT POLE 30'150.
R
7< M MW L*
30'R LIGHT POLE LL 2W
50 LF
r w io on"
__PAVEMENT
�'VIVDENI 9G 15' F.E.S. ------
­INV. 24.0­­,­ NCDOT SDMH
------ --- --- TOP 2 6.5± -
MATCH EXISTING INV. 24.3
ASPHALT GRADE 26.8±
=Moo,
U. S. 117 N. C. 133 (CASTLE HAYNE ROAD)
SITE PLAN FAST FARE
1 = 4o, C T n 7 r77
SITE DATA
TOTAL AREA
(OUTPARCEL NOS. 1
& 2')
BUILDING AREA
ZONING
PARKING REQUIRED
SPACES
PARKING PROVIDED
SPACES
ASPHALT AREA
LANDSCAPING AREA
REQUIRED:
OUTPARCEL NO.
1
OUTPARCEL NO.
2
LANDSCAPING AREA
REQUIRED:
LANDSCAPING AREA
PROVIDED:
EXISTING BURGER KING
56CO SF
B-2
1.
20,575 SF
16,"-S SF
9i'0 SF
26C 6 SF
2625 SF
LEGEND
EXISTING CONTOUR
rah PROPOSED SPOT ELEVATION
PROPOSED CONCRETE
STORMWATER RUNOFF DIRECTION
S nr
T V, R M W urA 71, 'tm: R
E C E I V E
D
JUL 17 1997
D E M
PROJ #
REVISIONS
Description By
Do e
Rl EROSION CONMOL 1 cl
14 96 REVISiONs' 1-)MH
R EROSION CON'1=1­
8 961 REWSSIONS ISVH
REVISO�t"S OT
R 4 -ST-0'-R M'l, VIATEP
07/15/071 -REN`ION,PG
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A\ CARO;
SEAL
173 7111,
0
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I DATE 09-25-96
DESIGN PGA"
DRAWN MLH