SW7070408_APPROVED PLANS_20070511

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW 1O7D�D
DOC TYPE
❑ CURRENT PERMIT
APPROVED PLANS
❑ HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE1L[�11�!
YYYYMMDD

VICINITY MAP
NITS
CONTACT INFORMATION
WATER:
FIRST CRAVEN SANITARY DISTRICT
560 HIGHWAY 55 EAST
NEW BERN, NORTH CAROLINA 28560
CONTACT: ED RIGGS
PHONE: [phone]
SANITARY SEWER:
TOWN OF BRIDGETON SEWER DEPARTMENT
P.O. BOX 570
BRIDGETON, NORTH CAROLINA 28519
CONTACT: KEVIN MULLINEAUX
PHONE: [phone]
GAS:
NO GAS AVAILABLE
ELECTRIC:
PROGRESS ENERGY
CUSTOMER SERVICE'
PHONE: [phone]
TELEPHONE:
EMBARQ
CUSTOMER SERVICE
PHONE., 800-786-6272
PLANNING / ZONING:
TOWN OF BRIDGETON PLANNING DEPT.
P.O. BOX 570
BRIDGETON, NORTH CAROLINA 28519
CONTACT: DAVID FORT
PHONE: [phone]
REVISIONS:
1
4-5-07
REV. BLDG & NCDENR COMMENTS
RCN
2
5-7-07
NCDENR COMMENTS
RCN
NO.
DATE
DESCRIPTION
BY
BODDIE-NOELL
ENTERPRISES, INC.
P.O. BOX 1908
ROCKY MOUNT, N.C.
27802-1908
[phone]
SITE ADDRESS: 120 C STREET
BRIDGETON, NORTH CAROLINA
CSD PROJECT NUMBER: BNE=0604
FEBRUARY 28, 2007
SHEETINDEX
C-1 EXISTING CONDITIONS
C-2 DEMOLITION PLAN
C-3 SITE PLAN
C-4 GRADING & EROSION CONTROL PLAN
C-5 UTILITY PLAN
C-6 DETAILS
C-7 DETAILS
C-8 DETAILS
C-9 LANDSCAPE PLAN
C-10 LIGHTING PLAN
SITE INFORMATION
SITE ADDRESS:
120 C STREET
OWNER/DEVELOPER:
BODIENOELL ENTERPRISES, INC.
1021 NOELL LANE
ROCKY MOUNT, N. C. 27804
PHONE. [phone]
DESIGNER:
COMMERCIAL SITE DESIGN, PLLC
8312 CREEDMOOR ROAD
RALEIGH, NORTH CAROLINA 27613
[phone], FAX.- [phone]
ZONING:
HC (HIGHWAY COMMERCIAL)
EXISTING USE:
RETAIL (BUIDINGS NOT CURRENTLY IN USE)
PROPOSED USE.
RESTAURANT
BUILDING SETBACKS:
FRONT (U.S. 17) ..............
15 FEET
SIDE ...............................
10 FEET
REAR .............................
20 FEET
PARKING REQUIREMENTS:
1 SPACE PER 3 CUSTOMER SEATS, PLUS
1 SPACE PER 3 EMPLOYEES
49 SEATS / 3 = 17 PL US 10 / 3 = 4
21 TOTAL SPACES REQUIRED
PARKING PROVIDED:
35 REGULAR SPACES
3 TRAILER PULL THROUGH SPACES
2 HANDICAP SPACES
40 TOTAL SPACES
SITEAREA:
56,994 SF OR 1.31 ACRES
DISTURBED AREA:
73,221 SF OR 1.68ACRES
IMPERVIOUS AREA:
32,530 SFOR 0.75 ACRES
PERCENT OF IMPERVIOUS AREA:
57%
BUILDING AREA:
1,959 SF
WATER:
FIRST CRAVEN SANITARY DISTRICT
SEWER:
TOWN OF BRIDGETON SEWER DEPT.
STORMWATER
APPROVEDQ
4-'RTH At,CLINA ENVI MENTAL
MANAC,E�IENI COMMISSION
PIVISI Y4Cp;HATERQUALITv
Oat-._ 6-244�,20p
1 a ,nv. a: ir Y mGmaa No59 0 D— a8
RECEIVED
MAY 09 M7
(919) €148,6121, FAX(919) 848,374
CSlTEDFSlGN.00[V
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MONUMENT
CURVE TABLE
CURVE
LENGTH
RADIUS
TANGENT
CHORD
BEARING
DELTA
Cl
100.06'
5067.66'
50.03'
100.06'
N11 °2331 "W
1 °07'53"
STORM INLET
STORM INLET T/G = 10.63
T/G = 10,63 INV = 4.08
INV=4.78 INV OUT=4.18
INV = 4.73
INV OUT = 4.72 24"RCP 24"RCP
— — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — —
11
11 f PUBLIC RAN
11,
11`A
11�
11
11
11
11
11
41°3 \
�G 703.
'A $
GRASSY
AREA
\ HEADWAL�
\ INV= 5.29 ��J 6'
cp
LEGEND
♦
CALCULATED POINT
EXISTING IRON PIPE
•
IRON PIPE SET
BORE HOLE
SANITARY SEWER MANHOLE
©
SANITARY SEWER CLEANOUT
m
WATER VALVE
®
WATER METER
FIRE HYDRANT
T❑
TELEPHONE PEDESTAL
TELEPHONE MANHOLE
❑E
ELECTRIC BOX
LIGHT POLE
71)
POWER POLE
JW
CURB INLET
[�p
STORM DRAINAGE MANHOLE
❑
YARD INLET
_ _ _ _
_ _ — STORM DRAIN
oU
OVERHEAD UTILITIES
UE
UNDERGROUND ELECTRIC
UT
UNDERGROUND TELEPHONE
W
WATER LINE
SS
SANITARY SEWER LINE
GAS LINE
G
— X
X FENCE LINE
v>
11
11
10
10
9
/-7 �GAREAAREA
Y� GRASSY
� 0
S38°58'49"E WIRE FENCE (typ.) S3805849"E
WAY 77.46' EIP °' 300.00' UTILITY POLE
D
IUMENT o CRETE° o
18 . .D OG
_ — — — — — — — — —
r----- — — — — — -- ----------------^--- --- — 15'BUILDING SETBACK LINE Q---pL g ----�
co 15'BUILDING SETBACK LINE F-
PLAN OF MANCHESTER c I ��
DEED BOOK 136, PAGE 495
k I W `� 9 O ,��V O�% A OG oG
Z ? AREA= 6,326 SF OR 0.15 ACRES I I z GRASSY 2 GAREAY m
10.0' o Q T NO EXISTING STATE I 0 AREA w ° I. ° ° , D 10 �� k m
/ b m STORMWATER PERMIT z ¢
W
k W I' N4 I 10.0' vl ASPHALT PILE LL
O
/ M ` GRASSY ¢ I W Z NO EXISTING STAT W D D CONCRETE ,) k o \ \ \ AREA NI cv)Ij STORMWATER PE IT w °_D D , D 0 oG
Lo
\ \ 0 o I m WALTER
o I G
AND IRENE OELLER loos
k z \\?o•@ DEED BOOK 963 618
RIGHT-oF-wA \/<o/N I 10 o I ^ T DEED BOOK 77 PG 697
MONUME \ sFr m PLAT BOOK G PAGE 2 SUB SLIDE 8 _GRAsSY I aG
AREA= 5Q668 SF O 1.16 ACRES AREA I \
7 TELEPHONE
J B SS EDESTAL ryo \ Y WOO S LINE U
N1105728"W I 16.20' m
s 87.06' RIGHT -OF-WAYAQUIREDDURING LuI 10.0'
>o ss \ CONSTRUCTION NEW LINE ZI
FOR D STREET ASS SHOWN ON
ss N11 °5728" \ \ D.O.T. CONSTRUCTION PLANS FOR
SIGN \ .61 \ \ STATE NUMBER 8.117 802ECT 'v METAL BUILDING n < b
(tYP.) S \ \ v / AREA = 10,859 SF iq D D " o.. D (z)
FFE= 11.29� o
\ : CONICR�TE.. Lo
WAL U1
/C'y sS Al\ \ GRASSY DD
AREA :D ....
SANITARY SEWER MANHOL
AS SHOWN ON D.O.T.
^-RI NUMBER 81108 AN \/N7S�cT GATE ?
SANITARY SEWER
AS SHOWN ON D.O.T.
RIGHT-OF-WAY PLANS
NUMBER 8.110802
>>
GRASSY
AREA
a
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NO�FTFON
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10
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,4iCyTOF
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10,71
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ENT
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UNMARKED SPACE
4 UNMARKED SPACES
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CONCRETE
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\\4S,S %1
SIGN \ \
(TOPS
fYP)
\
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EDGE OF PAVEMENT
20'BUILDING SETBACK LINE —
—
\ sS
& SMH
I
°
MONUMENT
7
0'
`P
RIM- 10.56
INV= 1.06
INV OUT--0.96
ASPHALT
AREA o
WATER METER
GRASSY
AREA
GRASSY
AREA
ClSTIN SANITARY SEWE
SS
SS
p oU
S
OU
SS SS
OU OU
c.c c
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11 OONCRFTFOGRa - \ \ (tp) M
GRASSY
AREA
OON
OFFTF
CNR
@Q
cv�F/4
10
/ SiGN
(tyP)
1�
y SIGN
G SSY (fYP)
AREA
\ STOP
SIGN
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112.61' >0
V DITCH
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0
m
m
2
m
GENERAL NOTES
1.) THE EXISTING CONDITIONS PLAN SHOWN HEREON DOES NOT
MEET ALL OF THE REQUIREMENTS AS SET FORTH IN NCGS 47-30,
AS AMENDED AND IS NOT FOR RECORDATION.
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2.) ELEVATIONS AND GRID INFORMATION TAKEN FROM N.C.G.S. MONUMENT "WEST PINE"
HAVING GRID COORDINATES OF N=506992.588, E=2590425.426' (NAD 83)
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AND AN ELEVATION OF 9.28' (NGVD 29).
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3.) ALL DISTANCES ARE HORIZONTAL GROUND DISTANCES.
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4.) ALL AREAS COMPUTED USING COORDINATES FROM MEASURED FIELD
DATA.
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5.) BEARINGS BASED ON PLAT BOOK G, PAGE 24 SUB SLIDE B,
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OF THE CRAVEN REGISTER OF DEEDS OFFICE.
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FLOOD INFORMATION
SUBJECT PROPERTY IS NOT LOCATED WITHIN A SPECIAL FLOOD HAZARD ZONE.
IT IS LOCATED IN ZONE 'X"AS DEFINED BY HUD F.I.R.M. COMMUNITY PANEL
NUMBER 37205590000J, WITH AN EFFECTIVE DATE OF 71212004.
WETLANDS NOTE
SITE DOES NOT CQ(� ( l,_N,$.TATE WATERS f2E, 7WFFER. x
N/F
GARY R. GARERA
DEED BOOK 2232, PAGE 842
RIM= 9.74
INV= 1.74
10 INV OUT= 1.64
'CU OU OU OU OU OU O
—ASSsS RIGHT OF WAY
SS 8
P. O.B. 9
EIP
D 3_
C STR T / (.)! f) ;[l 17
150' PUBLIC R/W
TELEPHONE
PEDESTAL RIGHT OF WAY
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GRAPHIC SCALE
20 0 10 20 40
L. inch = 20 ft. r
PRELIMINARY DESIGN -NOT RELEASED FOR CONSTRUCTION

VICINITY MAP
NTS
1
1
11
1
11
11
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1
117)
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1
11
11
11
1
CURVE TABLE
CURVE
LENGTH
RADIUS
TANGENT
CHORD
BEARING
DELTA
Cl
13.88'
893.50'
6.94'
13.88'
S20°21'24"E
005324"
STORM INLET
T/G = 10.63
INV = 4.78
INV = 4.73
INV OUT = 4.72 24" RCP
NEW US 17
180' PUBLIC RAN
STORM INLET
T/G = 10.63
INV= 4.08
INV OUT=4.18
--_-- 24"RCP
-- - —
EDGE OF PAVEMENT
o
11 10 11
9
10
8 9
11
7
GRASSY 6 GRASSY
HEADWALL 1 AREA $ AREA
INV= 4.69
S38"5849" WIRE FENCE (typ.) S3805849"E 11 R/W
77.46' LIP 300.00' UTILITY POLE (typ.) EIP
RIGH -WAY . > 3
A NUMENT o CRETE.° o
^ 16
M - a,.. O ----- --- ----------
O-
W F---------- --------- -----� --------------- ----------------- 15'BUILDING SETBACK LINE Q' O 8
_ I 15'BUILDING SETBACK LINE I 1 LR. I
9 3
PLAN OF MANCHESTER 61 o
y
k i w DEED BOOK 136, PAGE 495 i J��y OJ A oR�7,0 a
o Y z ? AREA= 6,326 SF OR 0.15 ACRES w GRASSY
.C. ID MONUMENT �¢ 1p'� T I IJ GAREAY 2 .° AREA P� GT m
I w ,�� 03 k m ?� 1 m
ST INE" ¢l m I— U I I
N= 069 .588 o U.,10.0' Im m w j¢ � (Da
> C D° 10 O O m rtOj
= 2 904 .426 O �o W 21 I ro e a G
W I CoJ1 10.0' 1w w O q a
k I U ASPHALT PILE
SS o l Co
GAREAY� wi ^ Co i' W ° -D° .,Oe ,- °_D. °. ,, ° CONCRETE k DEMOLITION KEYNOTES
EA 0-
WA L A Z z i o i ° WALTER AND IRENE OELLER 1ao.5' ii 01 REMOVE EXISTING ITEM, COORDINATE REMOVAL WITH APPLICABLE
12 v= a7 s k 2p"e 'o I Lo i DEED BOOK 963 G 618 FEDERAL, STATE, COUNTY, CITY, LOCAL AGENCIES OR LOCAL UTILITY
RIGHT -OF -WA 7<O`N �I 10.0' DEED BOOK 77 PG 697 a \ COMPANY.
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LAT PAGE
PAGE
PAG
41 703 -„ _ e - �� �sS MONUME rELEPHONL sFTeAc��,NF o l PAREA= 50, 68 SF 02 1. 6 ACRES SLIDE B GAREAv� �G �2 RELOCATE EXISTING ITEM, COORDINATE RELOCATION WITH APPLICABLE
EDESTAL ° Z FEDERAL, STATE, COUNTY, CITY LOCAL AGENCIES OR LOCAL UTILITY
O � �� 1 WOO SLINE O COMPANY.
N11 °57'28"W i 1a.2o �i 03 ITEM TO REMAIN.
RIGHT-OF-WAYAQUIRED DURING wl
�o CONSTRUCTION OF NEW Y-LINE O
i 1001
71 \ \ s FOR D STREET AS SHOWN ON of
N11 °57'28" a _I
ss T. D.O.CONSTRUCTION PLANS FOR a �I
�2 \ 4.61' STATE HIGHWAY PROJECT , o mi o
GRASSY /% SIGN S NUMBER 8.117080� 'v METAL BUILDING
/ v AREA = 10,859 SF
AREA �/ (tYP) G� S 1 v FFE=11,291
/ / ,qR SS O� CONCR�TE. s AL 1 L X
GRASSY
X/REFEO r AREA
\y
SANI 3
ARYSEWERMANHOL SS, 'CIO
3
CONCRF RIGHT-OF-WAYPLOANS \ \ X X ��7NCSF GATE } r
NMBER 8.110`S \e _� m BLOCK BUILDING o
SIGN B U8 a2\ to 9 \ S '9C Q PAWN SHOP
SANITARY SEWER .I ro C 201
AS SHOWN ON D.O.T. \ SS O I o u¢i
X
RIGHT-OF-WAY PLANS C9
i NUMBER 8.110802 \ S,BLOCK BUILDING
\
S k k o%% 1.924 SF j o ONC, 10 I 100.2' W 0 FFE-9 .83 a
i
WELL
R CONC.
�OF� SS PAD I `o 0 0 0 o 0 o I ° GARYR. GARERA
",-_GRAssv CON �y /' I D I / DEED BOOK 223Z PAGE 842
\ / AREA CRFTFCCi \ \ % SS Nj ° -� UNMA72KED SPACE CONCRETE
AREA4 UNMARKED SPACES A
\ BUSINESS
INV=HEA29LL 6' Re$G(i P Q �' \ \4`9�'S.. SGN(D �\\��� (GYP.) O i INOJy
\ ' s 'o O�/ �FR tih 00 ' ' \ \ SS � O \`\\\ WHEEL STOPS -- - I +o� 32.0' 6.3' 0 40.0'
EDGE OF PAVEMENT BUILDING SETBACK LINE
\ ��F� �y \ SS SMH Q3 Q\1 ----- - ---- i °> o CONCRETE °
\ C MONUMENT 70, ` O I -; O GRASSY GRASSY RIM= 9.74
3 RIM= 10.56 ASPHALT _ 1 I �° J > .°.' . ° s D ° SMH
INV= 1.06 AREA o WATER METER
O�y 6�T �O ��` O SS INV OUT= 0.96 N I AREA 1 AREA INV= 1.74
CRFTF CRn �f1 �� ISTINS
SANITARYSEWE SS S O OU OU OU OU O O OU OU 10 OU OU QU OUT= 1.640U O
LEGEND CURe$G SIGN V 2 v 7� ``�\ y SS SS SS S SS SS _ _RIGHT OF WAY
♦ CALCULATED POINT GAF (typ) \ ��� N38°5849"W S a—
R
SIGN
Q EXISTING IRON PIPE (typ.).✓ �`7`F I 3 EIP
• IRON PIPE SET ^yo 1 O PAINTED TRA e D 1 V DI PCH 3 °
BOREHOLE cOIc�FT \ H7 \ T Q1 °
0 SANITARY SEWER MANHOLE \ \ 1>� FO�Ro RYP) %,_ STREET / O
© SANITARY SEWER CLEANOUT \
WATER VALVE \
® WATER METER NNI
FIRE HYDRANT
YQ
j] TELEPHONE PEDESTAL
T TELEPHONE MANHOLE
❑E ELECTRIC BOX
LIGHT POLE
POWER POLE
CURB INLET
STORM DRAINAGE MANHOLE
❑ YARD INLET
------------- STORM DRAIN
OU OVERHEAD UTILITIES
UE UNDERGROUND ELECTRIC
UT UNDERGROUND TELEPHONE
IN WATER LINE
SS SANITARY SEWER LINE
G GAS LINE
— X X— FENCE LINE
CONCRETE CURB & GUTTER \ 1p
\
GRASSY
AREA
CO
Nc•RFTFCGR9
� GL
\10—
/ SIGN
(tya)
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CURBBGU� \ FR
70
,N LDUS11 N
150' PUBLIC R/W
---- SAWCUTLINE---------------
SIGN
SSY (tYP.) �� L PHONE O
?EA PEDESTAL�
� S RIGHT OF WAY
—
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STOP
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BNE-0604
BNE0604-DP
GRAPHIC SCALE LDO
20 0 10 20 40 1"= 20"
1 inch = 20 ft. 2-28-07
PRELIMINARY DESIGN - NOT RELEASED FOR CONSTRUCTION CJ 2

w
z
m
CURVE TABLE
CURVE
LENGTH
RADIUS
TANGENT
CHORD
BEARING
DELTA
Cl
100.06'
5067.66'
50.03'
100.06'
N11 "2331 "W
1 1 "07'53"
YS 38"5849",E
VICINITY MAP
NEW US 17
180' PUBLIC R/W
FENCE (,'Yp.)S 38"5849"
NTS o 77.46 1 11 300.00'
' \ Lo
16 \ In
\ N
15'BUILDING SETBACK LINE__
PLAN OF MANCHESTER \ \ 19
�o DEED BOOK 136, PAGE 495 \
AREA= 6,326 SF OR 0,15 ACRES \ \ z
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k I \ \ O
10.0' 5,R (TYP.) a
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k M W Zj 0 \ \ 11 SPAC
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to
(typ') N 11 "5728" W is 11© ©a y
87.06'
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N 1105728" W 14
3 1 x
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GENERAL NOTES:
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FLOOD NOTE:
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1. THE INFORMATION SHOWN HEREIN WAS TAKEN FROM A TOPOGRAPHIC SURVEY
SUBJECT PROPERTY IS NOT LOCATED WITHIN A SPECIAL FLOOD HAZARD
ZONE. IT IS LOCATED IN ZONE'X" AS DEFINED BY HUD F.I.R.M. COMMUNITY
PREPARED BY:COMMERCIAL
SITE DESIGN
PANEL NUMBER 37205590000J, WITH AN EFFECTIVE DATE OF 71212004.
8312 CREEDMQOR ROAD
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RALEIGH, NORTH CAROLINA 27613
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PHONE: [phone]
FAX: [phone]
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2. THE LOCATIONS OF ALL UTILITIES SHOWN ON THESE PLANS ARE BASED ON THE
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AVAILABLE INFORMATION. THE CONTRACTOR SHALL VERIFY THE EXACT LOCATION OF
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UTILITIES WITH THE UTILITY OWNERS PRIOR TO COMMENCEMENT OF CONSTRUCTION.
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3. ALL HANDICAP SITE FEATURES SHALL BE CONSTRUCTED TO MEET ALL FEDERAL, STATE
AND LOCAL CODES.
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4. ANY DISCREPANCY IN THIS PLAN AND ACTUAL FIELD CONDITIONS SHALL BE REPORTED TO
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THE OWNER PRIOR TO START OF CONSTRUCTION. GENERAL CONTRACTOR SHALL BE
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RESPONSIBLE FOR VERIFICATION OF ALL SETBACKS, EASEMENTS, AND DIMENSIONS
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SHOWN HEREON BEFORE BEGINNING CONSTRUCTION.
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5. PRIOR TO STARTING CONSTRUCTION, THE GENERAL CONTRACTOR SHALL BE
RESPONSIBLE TO VERIFY THAT ALL REQUIRED PERMITS AND APPROVALS HAVE BEEN
OBTAINED. NO CONSTRUCTION OR FABRICATION OFANY ITEM SHALL BEGIN UNTIL THE
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CONTRACTOR HAS RECEIVED ALL PLANS AND ANY OTHER DOCUMENTATION FROM ALL OF
THE PERMITTING AND ANY OTHER REGULATORY AUTHORITIES. FAILURE OF THE
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CONTRACTOR TO FOLLOW THIS PROCEDURE SHALL CAUSE THE CONTRACTOR TO
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ASSUME FULL RESPONSIBILITY FOR ANY SUBSEQUENT MODIFICATION OF THE WORK
MANDATED BYANY REGULATORY AUTHORITY. ALL CONSTRUCTION TO BE IN
R/Wv
ACCORDANCE WITH PERMITS ISSUED AND APPLICABLE STATE, COUNTYAND LOCAL
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CODES.
UTILITY POLE (typ.) `
6. THE GENERAL CONTRACTOR SHALL CONTACT ALL OWNERS OF EASEMENTS, UTILITIES
"'
OVER HEAD UTILITIES (typ.) AND RIGHT-OF-WAYS, PUBLIC OR PRIVATE, PRIOR TO WORKING IN THESE AREAS.
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_ OG _ 7. CONTRACTOR SHALL MAINTAIN THE SITE IN A MANNER SO THAT WORKMEN AND PUBLIC
--------©-------N--------FF//-------- ----------------1
I SHALL BE PROTECTED FROM INJURY, AND ADJOINING PROPERTY PROTECTED FROM
DAMAGE.
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2 J 8. ACCESS TO UTILITIES, FIRE HYDRANTS, STREET LIGHTING, ETC., SHALL REMAIN O
UNDISTURBED, UNLESS COORDINATED WITH RESPECTIVE UTILITY.
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' 2 9. CONTRACTOR IS RESPONSIBLE FOR DAMAGE TO ANY EXISTING ITEM AND/OR MATERIAL f
5'R m INSIDE OR OUTSIDE CONTRACT LIMITS DUE TO CONSTRUCTION OPERATIONS.
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45'R ' a 10. ALL DIMENSIONS ARE TO THE FACE OF CURB, UNLESS OTHERWISE NOTED. '
O 11. DO NOT SCALE THIS DRAWING AS IT IS A REPRODUCTION AND SUBJECT TO DISTORTION.
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©573 OG 12. THE GENERAL CONTRACTOR SHALL REMOVE ALL TRASH AND DEBRIS FROM THE SITE ti
1 10.5' UPON COMPLETION OF THE PROJECT AND AT LEAST ONCE A WEEK DURING
♦� 0 CONSTRUCTION.
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1 13. THE GENERAL CONTRACTOR SHALL KEEP THE AREA OUTSIDE THE "CONSTRUCTION
8.0' 8.0' 8.0' OG LIMITS"BROOM CLEAN ATALL TIMES. u
5 SPACES SO 1 O5 O
14. GENERAL CONTRACTOR WILL ERECT AND ILLUMINATEA SITE IDENTIFICATION SIGN, PER �
9.0' 5'R 13 O OWNER'S SPECIFICATION. COORDINATE LOCATION WITH OWNER'S REPRESENTATIVE
(TYP.) \ 15. FINISH CURB AND WALK ELEVATIONS SHALL BE 6"ABOVE FINISH PAVEMENT GRADE
6 O 20R 2 12 UNLESS NOTED DIFFERENT ON PLAN.
11 11 11 11 W 16. CONTRACTOR SHALL ENSURE THAT ADEQUATE SITE LIGHTING IS PROVIDED
0 6 a w PER OWNER'S SPECIFICATIONS. `
n
J L^ Q -J 3 17. ALL RADII DIMENSIONS ARE TO FACE OF CURB. `".
24.0' 20.0'
I& ALL UTILITIES TO SERVICE BUILDING SHALL BE UNDERGROUND ON SITE, UNLESS -J
ill r-•a.. W oo OTHERWISE INDICATED 04
r=
Lo
17 - X 19. ALL STREET SURFACES, DRIVEWAYS, CULVERTS, CURB AND GUTTERS, ROADSIDE ^'
DRAINAGE DITCHES AND OTHER STRUCTURES THAT ARE DISTURBED OR DAMAGED IN ANY
12� I j MANNER AS A RESULT OF CONSTRUCTION SHALL BE REPLACED OR REPAIRED IN
I13 m ACCORDANCE WITH THE SPECIFICATIONS.
20. ALL DISTURBED AREAS SHALL HAVE TEMPORARY SEEDING AND MULCHING. ALL AREAS
THAT ARE PLANNED TO BE BARE FOR MORE THAN 45 DAYS SHALL BE SEEDED AND
�. MULCHED WITHIN SEVEN (7) DAYS.
`x 'I 8 PAWNSHOP
2 0 � 21. THE CONTRACTOR SHALL VERIFY LOCATION AND ELEVATION OF ALL UNDERGROUND
_..,.T' s. ,.-�y_,a•,,, m BLOCKBUILDING
� a 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
Cu-�� O \ \ 1 ]0.5 STRUCTURES AS NECESSARY. NO CLAIMS FOR DAMAGES OR EXTRA COMPENSATION
-J Q \ S 5'R SHALL ACCRUE TO THE CONTRACTOR FROM THE PRESENCE OF SUCH PIPE, OTHER
\ oo" 0OBSTRUCTIONS OR FROM ANY DELAY DUE TO REMOVAL OR REARRANGEMENT OF THE U �x Sew I SAME. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE TO UNDERGROUND
1 sue\ s, I STRUCTURES, THE CONTRACTOR IS RESPONSIBLE FOR CONTACTING ALL ?
21 60'R 12 o ® 1Q 2 \ j NON -SUBSCRIBING UTILITIES. THE CONTRACTOR(S) SHALL CONTACT "NORTH CAROLINA ONE
2 � N �� \ CALL CENTER"AT1-800-454-5555 FOR ASSISTANCE IN LOCATING EXISTING UTILITIES. Lll
CO 29 \© O \ I DEEL CALL AT LEAST 48 HOURS PRIOR TO ANY DIGGING. (q O
�CRfiT 2 3'R `V C)O 4 SPACES 0 \ \ i 22. ALL LOT STRIPING AND DIRECTIONAL ARROWS TO BE WHITE REFLECTIVE MARKINGS AND Z rZ
Fr.7a� 30'R - \ SHALL CONFORM TO LOCAL REGULATIONS. �
UJ
5 R 1 5•R \ \ 13 8 10'R ® 40. 0' 23. COMPACTION AND MAINTENANCE OF PROPER MOISTURE CONTENT OF THE SOIL UNDER ~ W . N
41 -0 ° BUILDINGS AND PAVED AREAS SHALL BE ACCOMPLISHED TO ACHIEVE 98% OF THE Z W Z co
O"
�� y" ---- ---------------------------- ------
STANDARD PROCTOR MAXIMUM DRY DENSITY OR AS RECOMMENDED IN THE SOIL REPORT. Q O
t 36.0' \ o CONCRETE; p. ." LL J J _j (N
24 THE CONTRACTOR SHALL MAINTAIN AN "AS -BUILT" SET OF DRAWINGS TO RECORD THE J C)W N
J
EXACT LOCATION OFALL PIPING PRIOR TO CONCEALMENT. DRAWINGS SHALL BE GIVEN TO C) lJL! O `-
`ti CO AR/ABA O` 2 8j7 2 \ \ THE OWNER UPON COMPLETION OF THE PROJECT WITH A COPY OF THE TRANSMITTAL Z C) g
\ LETTER TO THE ENGINEER. LL.I
O� b
�G� firfiG� c��70Ty s,, 1 \ o ' ou oU ou ou 1 u ou \ oU - oU -Ou - oU--�- Z W Z `K Z
- "Ii/ -°- 25. BEFORE COMMENCEMENT OF WORK, THE CONTRACTOR SHALL REVIEW ALL PLANS AND O N U O
Re$G ypj N38°58'49"W 112. 61' SPECIFICATIONS AND THE JOB SITE. THE CONTRACTOR SHALL NOTIFY THE OWNER AND C) M � �
'tYP) SIGN2 © 4 THE ENGINEER WHO PREPARED THE PLANS OF ANY DISCREPANCIES THAT MAY REQUIRE
MODIFICATIONS TO THESE PLANS OR OF ANYFIE-LD CONFLICTS.
(tYp )� \ O 10'R �� DITCH ¢ n 226. ALL PERMITS RELATIVE TO THE PROJECT MUST BE OBTAINED, PRIOR TO CONSTRUCTION.
`d o - } ° ALL CONSTRUCTION TO BE IN ACCORDANCE WITH PERMITS ISSUED AND APPLICABLE
-- CONpRfirfi \ 3 20 STATE, COUNTYAND LOCAL CODES.
\ \ CGFBcQ GU _ C STREET/ OLD US 17 27. THE CONTRACTOR SHALL REFER TO THE ARCHITECTURAL DRAWINGS FOR ALL BUILDING
DIMENSIONS.
150' PUBLIC R/W 28. ALL PARKING LOT DIMENSIONS ARE TO FACE OF CURB UNLESS OTHERWISE NOTED.
1 �► 1
\ \ 20'R 20 2 ©0 `- 29. CONTRACTOR SHALL COORDINATE EXACT SIZE OF HVAC CONCRETE PADS WITH
0 2 MECHANICAL CONTRACTOR. REFER TO MECHANICAL PLANS FOR DETAILS. `
\ \ J
CONCR fiT O1 pre AND 30. ALL SEEDING,
AND STANDARDPRACTICES.
TEMPORARY
OCTAND PERMANENT, TO BE INSTALLED TO LOCAL REGULATIONS L cr
FC1%`CG 19 ` �yp 31. ALL ROADWORK SHALL BE PERFORMED IN ACCORDANCE WITH "THE CURRENT EDITION OF
SIGN W U y2
>� OF THE STATE DEPARTMENT OF TRANSPORTATION CONSTRUCTION AND MATERIALS
(typ.) \. U �j �© �N'A\ SPECIFICATIONS".
32. ANYANDALL QUANTITIES SHOWN OR IMPLIED ON THESE PLANS ARE FOR ESTIMATION
PAINT STRIPING NOTES: PURPOSES ONLY. O p PL
ALL PARKING STRIPES SHALL BE STANDARD WHITE TRAFFIC PAINT AND 4" WIDE. 172' Q Z
LETTERING, PAINTED ISLANDS AND DIRECTIONAL ARROWS SHALL BE YELLOW. 1 \, 40'R 33. IT IS THE GENERAL CONTRACTOR'S RESPONSIBILITY TO COORDINATE WITH THE
\\t MINIMUM HEIGHT OF LETTERS SHALL BE 18". PROVIDE 2 COATS OF PAINT. O Q \� IRRIGATION CONTRACTOR, FOR IRRIGATION SLEEVE SIZE FOR IRRIGATION SYSTEM. I � �
d, 2
34. CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY ACCEPTED (V O
SITE LEGEND 1� �
SPILL CURB \ J
SITE KEYNOTES: SITE KEYNOTES: (cont.)
HANDICAP RAMP O CONSTRUCT 2.0' CONCRETE SPILLING CURB AND GUTTER PER DETAIL SHEET 11 CONCRETE WHEEL STOP PER DETAIL SHEET
000NSTRUCT 2.0' CONCRETE CATCHING CURB AND GUTTER PER DETAIL SHEET 12 POLE MOUNTED AREA LIGHT, SEE LIGHTING PLAN
HANDICAP STALL O CONSTRUCT CONCRETE SIDEWALK PER DETAIL SHEET© PAINT 4" WIDE STRIPE, WHITE (SEE "PAINT STRIPING NOTES) \\
SITE KEYNOTES: (cont.)
CONCRETE
O4 CONSTRUCT CONCRETE HANDICAP RAMP PER DETAIL SHEET 14 PAINT 4" WIDE STRIPE @ 45°, 2 FEET APART (SEE "PAINT STRIPING NOTES')
PROPERTYLINE --NOTES,
2© STORAGE BUILDING, SEE DETAIL SHEET
�5 HANDICAP PARKING STALL 0 PAINT TRAFFIC ARROWS PER DETAIL SHEET (SEE "PAINT STRIPING NOTES J
-o- SIGN 24 MENU BOARD AND SPEAKER POST, SEE ARCHITECTURAL PLANS FOR DETAILS
© INSTALL HANDICAP PARKING SIGN PER DETAIL SHEET � SITE IDENTIFICATION POLE SIGN, HEIGHT 30; MAXIMUM AREA 100SF
• BOLLARD CONCRETE PAVEMENT PER 2© CLEARANCE BAR, SEE ARCHITECTURAL PLANS FOR DETAILS \
i{o EX. FIRE HYDRANT O CONCRETE, COORDINATE WITH TARCHITECTAIL SHEETULANE SHALL BE BLACK MATCH EXISTING CONCRETE SIDEWALK RAL PLANS) 1© © INSTALL MUTCD R1-1 -STOP" SIGN PER NCDOT STANDARDS
® ASPHALT PAVEMENT PER DETAIL SHEET 1® ASPHALT/CONCRETE TRANSITION PER DETAIL
-x- x- FENCE ©INSTALL MUTCD R3-2 -NO LEFT TURN" SIGN PER NCDOT STANDARDS
9 TRANSFORMER PAD BY GENERAL CONTRACTOR, PER ELECTRIC COMPANY 19 INSTALL CONCRETE FLUME PER DETAIL SHEET
••i POLE MOUNTED AREA LIGHT O SPECS., (COORDINATE SIZE 8 LOCATION WITH UTILITY COMPANY) 28 MATCH EXISTING ASPHALT PAVEMENT PROVIDE CURB CUT FOR EXISTING CONCRETE "V" DITCH
©0
0 PROPERTY CORNER 10 CONSTRUCT DUMPSTER PAD, MINIMUM 6" CONCRETE WITH 4"ABC BASE, AND BRICK TRASH Q PAINT STOP BAR PER NCDOT STANDARDS AND SPECIFICATIONS 29 CONSTRUCT VALLEY GUTTER
FEE. =xxxxx FINISH FLOOR ELEVATION ENCLOSURE WITH GATES, SEE ARCHITECTURAL SHEETS FOR DETAIL
2© POWER POLE TO BE RELOCATED, CONTRACTOR TO COORDINATE WITH LOCAL UTILITY.
L
CONSTRUCTION PRACTICES, CONTRACTOR WILL BE REQUIRED TO ASSUME SOLE AND N-
W
COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF UI
CONSTRUCTION OF THE PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY.
19 THIS REQUIREMENT SHALL BE MADE TO APPLY CONTINUOUSL Y AND NOT BE LIMITED TO
NORMAL WORKING HOURS. CONTRACTOR FURTHER AGREES TO DEFEND, INDEMNIFY, AND
HOLD THE OWNER AND DESIGN PROFESSIONAL HARMLESS OFANYAND ALL LIABILITY, m
REAL OR ALLEGED IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT,
ACCEPTING LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR DESIGN
\ PROFESSIONAL.
,GN COS I'.I n
C& a PROJECTNO. gNE-0604 `
m
FILENAME:
�"1fiO�A'9
\{, BNE0604-SP
FBI. ♦DRAWNBY- LDO
GRAPHIC SCALE s SCALE: 1"= 20'
20 0 10 20 40
DATE. 2-28-07
1 inch = 20 ft. SHEET NO �-�
PRELIMINARY DESIGN -NOT RELEASED FOR CONSTRUCTION

WETLANDS NOTE
SITE DOES NOT CONTAIN STATE WATERS REQUIRING UNDISTURBED BUFFER.
SITE DOES NOT CONTAIN WETLANDS.
NEW US 17
180' PUBLIC R/W
10
_-___- _--------------y-_ __
A NEL
o,t13Q7fiY)TGY H=10' DOWNSLOPE LINED W/12"
1... D THICK CLASS "8"RIPRAP
\ :9 OVER FILTER FABRIC
1
VICINITYMAP u
- - - urrYPo E(yp.)
NTS - 0 SF �. 9'L X 6'W X 22" HICK \
OaS�- Ol 5 �� 7 i I CLASS "B" RIPRAP APRON \ \ J \Q E AD UOTILITIES (typ.)
r % I6.75 7.20 9 J 9 \ G 9~
VALLEYGUTTER ' \ \
n
� MAT' \ 1
\ \ \ FTC EXISTING \
0 7,> - s
SIGN
A A,p (typ)
� SIGN
d
a
\ 7
�MAnlnln /c Y']/l OI/l Al nnnlronl 1 Crcn/n
■
DROP INLET
CURB INLET
STORM PIPE
XXX XX
TOP OF CURB
XXX.XX
BOTTOM OF CURB
HANDICAP AREA (2%MAX SLOPE)
SPILL CURB
TW=XXXXX
TW IS GROUND AT TOP OF WALL
BW=XXX XX
BW IS GROUND AT BOTTOM OF WALL
■
INLINEDRAIN
ROOF DRAIN
8" CORRUGATED PLASTIC
-RD-
3'MIN. COVER
1%MIN SLOPE
PVC IN TRAFFIC AREAS
CLEANOUTS LOCATED @ ALL BENDS
��IIII�
SILT FENCE OUTLET
OINLET
PROTECTION
•
BUILDING DOWNSPOUT
- SF -
SILT FENCE
- TP -
TREE PROTECTION FENCE
��� •
DIVERSION DITCH
- LD -
LIMITS OF DISTURBANCE
FLARED END SECTION
CONSTRUCTION ENTRANCE
SEDIMENT TRAP
\
LI rRNrt IV IiVIVJlmuu IIVIV, VVIVI/ ,VR JI-IRLL I"ICLV VCliIrI JLVI-C VY/InuY nLL
HANDICAP ACCESSIBLE PARKING SPACES DOES NOT EXCEED 2.08% SLOPE IN ANY
DIRECTION. REPORT ANY DISCREPANCIES TO THE ENGINEER IMMEDIATELY.
2.) CONTRACTOR SHALL ENSURE THAT LONGITUDINAL SLOPE OF ALL PROPOSED
SIDEWALKS DOES NOT EXCEED 5.00%.
3.) CONTRACTOR SHALL ENSURE POSITIVE DRAINAGE AWAY FROM ALL BUILDING
FOUNDATIONS.
4.) CONTRACTOR SHALL FIELD VERIFYALL EXISTING SPOT ELEVATIONS PRIOR TO ANY
CONSTRUCTION AND REPORT ANY DISCREPANCIES TO THE ENGINEER
IMMEDIATELY.
5.) CONTRACTOR TO VERIFY THAT BUILDING FOUNDATION SOILS ARE SUITABLEAND
COMPACTED PER GEOTECHNICAL REPORT.
9'L X 6'W X 22" THICK
CLASS "B" RIPRAP APRON / \
!�40
10.25 \
` 1
(tyA)
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9'L X 6'W X 22" THICK
CLASS "B" RIPRAP APRON
CONSTRUCTION SEQUENCE:
THE CONTRACTOR IS RESPONSIBLE FOR ENSURING THAT EROSION IS MINIMIZED AND THAT
COMPLIANCE WITH ALL APPLICABLE FEDERAL, STATE, AND LOCAL LAWS, REGULATIONS, AND
ORDINANCES IS MAINTAINED THROUGHOUT EXECUTION OF THIS PROJECT.
1. INSTALL GRAVEL CONSTRUCTION PAD, TEMPORARY DIVERSIONS, SILT FENCE, SEDIMENT
TRAPS OR OTHER MEASURES AS SHOWN ON THE APPROVED PLAN. CLEAR ONLYAS
NECESSARY TO INSTALL THESE DEVICES. SEED TEMPORARY DIVERSIONS, BERMS AND
BASINS IMMEDIATELY AFTER CONSTRUCTION. SEE DETAIL ON SEEDING SCHEDULE.
CONTRACTOR SHALL BEGIN WITH SEDIMENT FENCING AND ALL OTHER SEDIMENT
CONTAINMENT DEVICES FOLLOWED BYALL DIVERSION AND BY-PASS DITCHES/BERMS.
2. BEGIN CLEARING/GRUBBING AND GENERAL EXCAVATION ON SITE, IT IS THE
RESPONSIBILITY OF THE CONTRACTOR TO PHASEISTAGE 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.
3. BEGIN INSTALLING UPSTREAM STORM DRAINAGE SYSTEM. INSTALL APPROVED INLET
PROTECTION. TERMINATE STORM DRAINAGE SYSTEM AT TEMPORARY SEDIMENT TRAP
DEVICES UNTIL SUCH DEVICES HAVE BEEN APPROVED FOR REMOVAL. 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.
4. 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.
5. WHEN SITE IS APPROVED, REMOVE TEMPORARY DIVERSIONS, SILT FENCING, SEDIMENT
BASINS, ETC.., AND SEED OUT OR PAVE ANY RESULTING BARE AREAS. CONSTRUCT MH-6
AND CONNECT UPSTREAM STORM DRAINAGE.
GRADING/EROSION CONTROL NOTES
1. ALL GRADING, BACKFILLING, EXCAVATION, ETC..., SHALL BE IN ACCORDANCE WITH THE
RECOMMENDATIONS SET FORTH IN THE GEOTECHNICAL INVESTIGATION REPORTS.
REFER TO THESE REPORTS FOR ADDITIONAL INFORMATION NOT TRANSFERRED TO
THESE PLANS.
2. CONTRACTOR IS TO CONTACT NORTH CAROLINA "ONE CALL"AT 800-632-4949 FOR
UNDERGROUND UTILITY LOCATION 48 HOURS PRIOR TO ANY DIGGING.
3. THE EROSION CONTROL MEASURES ARE TO BE IN PLACE PRIOR TO ANY EARTHWORK.
4. ALL EROSION CONTROL MEASURES SHALL BE MAINTAINED UNTIL DISTURBED AREAS
ARE STABILIZED.
5. ALL EROSION CONTROL FACILITIES SHALL BE INSPECTED AND REPAIRED AT A MINIMUM
OF WEEKLY BASIS AND AFTER EVERYRAIN EVENT.
6. ALL PAVED AREAS SHALL BE KEPT CLEAR OF EARTH MATERIALS AND DEBRIS. THE SITE
SHALL BE MAINTAINED SO AS TO MINIMIZE SEDIMENT -LADEN RUNOFF TO ANYSTORM
DRAINAGE SYSTEM.
7. CONTRACTOR SHALL LOCATE AND VERIFY THE LOCATION OFALL UTILITIES PRIOR TO
BEGINNING CONSTRUCTION.
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
1.68ACRES.
10. ALL FILL MUST BE OBTAINED FROM AN APPROVED SITE.
11. PERMANENT SOIL STABILIZATION SHALL BE APPLIED TO DENUDED AREAS WITHIN (151
WORKING DAYS OR (90) CALENDAR DAYS AFTER FINAL GRADE IS REACHED ON ANY PORTION
OF SITE. TEMPORARY SOIL STABILIZATION SHALL BE APPLIED WITHIN (15) WORKING DAYS OR
30 CALENDAR DAYS OF DISTURBANCE TO DENUDED AREAS THAT MAY NOT BEAT FINAL
GRADE, BUT WILL REMAIN DORMANT FOR LONGER THAN 30 DAYS. ALL SLOPES TO BE
VEGETATED IN 21 CALENDAR DAYS. THIS INCLUDES DEMOLITION AREAS THAT REMAIN DORMANT.
12. 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 INACCORDANCE 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 PER 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 FOOT MIXED WITH 1 BUSHEL OF SAWDUST FOR UNIFORM SEEDING.
3. ASPHALT MULCH 6 GALLONS PER 1,000 SQUARE FOOT. ALL SEEDING WILL BE
MULCHED.
13. SEE LANDSCAPE PLAN FOR PERMANENT SEEDING.
;TEMPORARY SEEDING IN NORTH CAROLINA
SEEDING MIXTURE
SPECIES RATE (Ib/acre)
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 LB/ACRE.
FALL
RYE (GRAIN)
120
SEEDING DATES:
MOUNTAINS -ABOVE 2500 It: FEB. 15 - MAY 15
LATE WINTER & BELOW 2500 It: FEB. 1 - 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 S MOUNTAINS -AUG. 15 - DEC. 15 -
)l COASTAL PLAIN AND PIEDMONT - AUG. 15 - DEC.30
SOIL AMENDMENTS
FOLLOW RECOMMENDATIONS OF SOIL TESTS OR APPLY 2,000 LBS/ACRE GROUND
AGRICULTURAL LIMESTONE AND 750 LBS/ACRE 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, REFERTILIZEAND MULCH
IMMEDIATELY FOLLOWING EROSION OR OTHER DAMAGE.
FLOOD NOTE:
0Ut$JLU I t KUt t: c I Y IS IVU I L VGA I LU WI I HIN A SPECIAL FLOOD HAZARD
ZONE. IT IS LOCATED IN ZONE W" AS DEFINED BY HUD F.I.R.M. COMMUNITY
PANEL NUMBER 37205590000J, WITH AN EFFECTIVE DATE OF 7/2/2004.
GRAPHIC SCALE
20 0 10 �p20 40
PRELIMINARY DESIGN - NOT RELEASED FOR CONSTRUCTION
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2-28-07
C-4

VICINITY MAP
NTS
PLAN OF MANCHESTER
DEED BOOK 136. PAGE 495
AREA= 6,326 SF OR 0.15 ACRES
TELEPHONE
! I SIGN
II
UTILITY KEYN�ES:
0 2" DOMESTIC WATER METER, CONTRACTOR SHALL COORDINATE WITH COUNTY.
la EXISTING 314"DOMESTIC WATER METER TO BE ABANDONED, CONTRACTOR SHALL COORDINATE
ABANDONMENT WITH COUNTY.
O2 2" DOMESTIC REDUCE PRESSURE BACKFLOW PREVENTER TO BE INSTALLED INSIDE OF BUILDING (SEE
ARCHITECTURAL7MEP PLANS), CONTRACTOR SHALL COORDINATE WITH COUNTY.
O3 2" DOMESTIC WATER SERVICE, CONTRACTOR SHALL COORDINATE WITH COUNTY.
O4 4" PVC SANITARY SEWER LINE, 2.08% MINIMUM SLOPE, CONTRACTOR SHALL COORDINATE WITH COUNTY.
SNCkt
OTAP IRRIGATION SERVICE PRIOR TO DOMESTIC METER, CONTRACTOR SHALL FIELD VERIFY SIZE AND TIC,
LOCATION OF ALL EXISTING UTILITIES AND WATER SERVICE PRIOR TO ANY CONSTRUCTION AND SHALL
COORDINATE WITH COUNTY. O $GUTTY
Sl� R
O SANITARY SEWER CLEANOUT, SEE DETAIL SHEET ZQ^
FT
0 TRAFFIC RATED SANITARY SEWER CLEANOUT SEE DETAIL SHEET.
O8 EXISTING FIRE HYDRANT.
SIGN
O9 TRANSFORMER PAD, CONTRACTOR SHALL COORDINATE LOCATION AND SIZE (typ)
WITH ELECTRIC UTILITY.
70 1500 GALLON GREASE TRAP, CONTRACTOR SHALL COORDINATE WITH TOWN AND MANUFACTURER.
11 1" IRRIGATION WATER METER, CONTRACTOR SHALL COORDINATE WITH IRRIGATION CONTRACTOR AND COUNTY.
12 7" IRRIGATION BACKFLOW PREVENTER TO BE INSTALLED INSIDE BUILDING (SEE ARCHITECTURAUMEP PLANS),
CONTRACTOR SHALL COORDINATE WITH COUNTY.
13 POLE MOUNTED AREA LIGHT, SEE LIGHTING PLAN.
14 COORDINATE IRRIGATION CONNECTION WITH IRRIGATION CONTRACTOR.
15 UNDERGROUND ELECTRIC SERVICE, CONTRACTOR SHALL COORDINATE WITH
ELECTRIC UTILITY.
16 UNDERGROUND TELEPHONE SERVICE, CONTRACTOR SHALL COORDINATE
WITH TELEPHONE COMPANY.
17 GAS SERVICE, CONTRACTOR SHALL COORDINATE WITH GAS COMPANY.
18 PROFESSIONALLY CORE EXISTING MANHOLE AND INSTALL SEWER LINE WITH FLEXIBLE
RUBBER BOOT CONNECTION, CONTRACTOR SHALL FIELD VERIFY SIZE, LOCATION AND
ELEVATIONS OF EXISTING SANITARY SEWER MAIN AND MANHOLE PRIOR TO ANY CONSTRUCTION
AND COORDINATE WITH COUNTY.
19 INSTALL YARD HYDRANT PER TOWN STANDARDS AND SPECIFICATIONS, CONTRACTOR SHALL
COORDINATE WITH COUNTY.
20 DUMPSTER PAD DRAIN, "ZURN NUMBER Z-610-79". DRAIN TO INCLUDE REMOVABLE COVER. -
21 REMOVE EXISTING UTILITY, CONTRACTOR SHALL COORDINATE WITH COUNTY
UTILITY LEGEND
- ou -
OVERHEAD UTILITIES
SEWER CLEAN OUT
SANITARYSEWER
♦
FIRE HYDRANT ASSEMBLY
- UE -
UNDERGROUND ELECTRIC
O
SANITARY SEWER MANHOLE
- T
TELEPHONE LINE
00
POLE MOUNTED AREA LIGHT
- G -
GAS LINE
13
WATER METER
- w -
WATER LINE
©
BACKFLOW PREVENTER
IRRIGATION SLEEVE
Y
SIAMESE CONNECTION
(2)4-PVC, COORDINATE
WITH IRRIGATION CONTRACTOR
N
WATER VALVE
♦
UTILITY POLE
m
GREASE TRAP
YHV
YARD HYDRANT
SIGN
(tyP )y
NEW US 17
1 80'PUBLIC RAN
ti
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WIRE FENCE (typ.)
/ C�
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TING SANITARY
`S\
SIGN
(typ)
3
,I
RIM = 11.00
INV. = 7.70'
OVER HEAD UTILITIES (typ.)
O
INV. = 6.65
4
LF - 4"PVC
@ 2.08%
40 LF-4"PVC
@ 2. 08%
INV. = 5.80
O
2 45LF-4"PVC
0
@9.89%
3
II
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3
O
II
1
O
57LF-4"PVC
W
W
@9.82%
W
W
4 RIM = 12.75 6
INV. = 4.55
INV. IN=4.50
0
INV. = 3A0
INV. OUT = 4.25
(VERIFY ALL ELEVATIONS
WITH GREASE TRAP
10
MANUFACTURER) 4-----:
NEW INV. IN = 2.25
METER 7y
18
4
6
13
(TORE BAND NED)
ER
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(RELOCATE)
RIM=1056 LF-4"PVC
UTILITY POLE
!NV= 1,06 @ 2.16%
12@ V
9.58I (ADJUSTED RIM = 12.75)
60 LF - 4" PVC
@ 2.08%
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UTILITY NOTES:
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1. UTILITY INFORMATION SHOWN HEREON WAS OBTAINED FROM THE BEST AVAILABLE SOURCE
AND MAY OR MAY NOT BE EITHER ACCURATE OR COMPLETE. THE GENERAL CONTRACTOR IS
RESPONSIBLE FOR VERIFYING EXACT LOCATIONS OF EXISTING UTILITIES AND IS
RESPONSIBLE FOR ANY DAMAGE TO ANY UTILITIES, EITHER PUBLIC OR PRIVATE, SHOWN
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HEREON OR NOT SHOWN HEREON. ANY REPAIRS SHALL BE DONE TO THE SATISFACTION OF
THE APPROPRIATE UTILITY COMPANY.
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2. THE GENERAL CONTRACTOR SHALL CONFIRM ALL NEW UTILITY TAP LOCATIONS WITH THE
0
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UTILITY OWNERS. ALL FEES SHALL BE THE RESPONSIBILITY OF DEVELOPER.
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3. IT IS THE RESPONSIBILITY OF THE GENERAL CONTRACTOR TO VERIFY THEACTUAL LOCATION
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AND AVAILABILITY OF ALL EXISTING AND PROPOSED UTILITIES IN THE FIELD PRIOR TO
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GROUND BREAKING.
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4. NEW LOT LIGHT FOUNDATION BASES, CONDUIT AND WIRING ARE BY THE GENERAL
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C)CONTRACTOR,
POLES, FIXTURES, ANCHOR BOLTS & HARDWARE SHALL BE COORDINATED
WITH THE OWNER AND INSTALLED BY THE ELECTRICAL CONTRACTOR.
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5. ALL NEW LOT LIGHTS AND THE MAIN IDENTIFICATION SIGN SHALL HAVE A MINIMUM 10 FEET
Lij
CLEARANCE FROM ALL OVERHEAD UTILITIES.
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6. GENERAL CONTRACTOR IS RESPONSIBLE FOR PERMITS AND/OR APPROVALS NECESSARY
FOR ANY WORK IN ROADWAY OR RIGHT-OF-WAY.
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7. ALL TRENCH EXCAVATION AND BACKFILL SHALL BE IN ACCORDANCE WITH TRENCH BACKFILL
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DETAIL SHOWN ON THESE PLANS.
8. MINIMUM COVER FOR CONDUITS SHALL BE 36" UNLESS OTHERWISE SHOWN OR NOTED ON
THESE PLANS.
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9. ALL MANHOLES, VALVES, AND MONUMENT FRAMES SHALL BE SET TO FINISH GRADEAFTER
-
PAVING.
10. THE CONTRACTOR SHALL COMPLY WITH THE RULES AND REGULATIONS OF THE STATE
CONSTRUCTION SAFETY ORDERS. TRENCHES SHALL BE SHORED IN ACCORDANCE WITH
OSHA.
11. THE MINIMUM SLOPE FOR SANITARY SEWER LINES SHALL BE AS FOLLOWS: 1) 114'%FT FOR 4"
LINES AND 2) 118'%FT FOR 6" LINES. CLEANOUTS SHALL BE PLACED AT 75' INTERVALS.
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12. ALL WATER LINES SHALL HAVE A FINAL COVER DEPTH OF 3'-0" IN NON -TRAFFIC AREASAND
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4'-0" MINIMUM IN TRAFFIC AREAS UNLESS SPECIFICALLY NOTED OTHERWISE.
2
13, ALL SEWER LINES SHALL HAVE A FINAL COVER DEPTH 4'-0" 1N NON -TRAFFIC AREAS AND 5'-0"
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MINIMUM IN TRAFFIC AREAS UNLESS SPECIFICALLYNOTED OTHERWISE ON THE PLANS.
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14. SANITARY SEWER SERVICES SHALL BE PVC SDR 35 TO RMW, THEN PVC SCH. 40 TO BUILDING.
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WATER SERVICE SHALL BE TYPE W" COPPER.
15. CABLE TV SERVICE ROUTING IS NOT PART OF THIS PLAN, CONTRACTOR TO COORDINATE
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WITH CABLE COMPANY.
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16. EXISTING MANHOLES SHOULD BE FIELD VERIFIED FOR RIMS AND INVERTS.
17. ALL WORK SHALL BE GOVERNED BY THE LATEST EDITIONS OF THE STATE MECHANICAL,
PLUMBING, ELECTRICAL, FIRE PROTECTION, BUILDING CODE, ENERGY CONSERVATION,
HANDICAP ACCESSIBILITY, NATIONAL ELECTRICAL CODES AND NATIONAL FIRE PROTECTION
ASSOCIATION CODES AND AS ADOPTED BY THE AUTHORITIES HAVING JURISDICTION.
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18. THE CONTRACTOR SHALL OBTAIN AND PAY FOR ALL INSPECTIONS, CERTIFICATIONS,
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EQUIPMENT, ETC., THAT MAYBE REQUIRED.
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19. CONTRACTOR SHALL GUARANTEE, FOR A PERIOD OF ONE YEAR FROM THE DATE OF FINAL
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ACCEPTANCE OF SYSTEMS BY OWNER, EACH AND EVERY PIECE OF APPARATUS WHICH HAS
,r1„
BEEN INSTALLED UNDER THIS CONTRACT.
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20. THE ENGINEER AND/OR OWNER DISCLAIM ANY ROLE IN THE CONSTRUCTION
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MEANS7METHODS ASSOCIATED WITH THE PROJECT ASSET FORTH IN THESE PLANS.
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21. OCCUPATIONAL HEALTH AND SAFETY ADMINISTRATION (OSHA) STANDARDS FOR
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EXCAVATIONS; FINAL RULE 29CFR PART 1926, SUBPART "P"APPLIES TO ALL EXCAVATIONS
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EXCEEDING 5 FEET IN DEPTH.
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22. EXCAVATION EXCEEDING TWENTY (20) FEET IN DEPTH REQUIRES THE DESIGN OFA TRENCH
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SAFETY SYSTEM BY A REGISTERED PROFESSIONAL ENGINEER.
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23. EQUIPMENT AND PRODUCTS OTHER THAN THOSE SPECIFIED MAYBE USED PROVIDED PRIOR
APPROVAL HAS BEEN OBTAINED FROM THE OWNER IN WRITING PRIOR TO ORDERING OR
INSTALLATION. THE CONSTRUCTION SHALL WAIVE ANY CLAIM FOR ADDITIONAL COST
RELATED TO THE SUBSTITUTION OF ALTERNATE EQUIPMENT.
24. CONTRACTOR SHALL MAINTAIN AN "AS -BUILT" SET OF DRAWINGS TO RECORD THE EXACT
LOCATION OF ALL PIPING PRIOR TO CONCEALMENT. DRAWINGS SHALL BE GIVEN TO THE
OWNER UPON COMPLETION OF THE PROJECT WITH A COPY OF THE TRANSMITTAL LETTER TO
THE ENGINEER.
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25. ONLY SEWAGE NOT CONTAINING GREASE IS ALLOWED TO BYPASS THE GREASE TRAP.
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26. ALL SANITARY SEWER SERVICES AND STORM DRAIN PIPING 8"IN DIAMETER OR SMALLER
SHALL BE SCH. 40 PVC WITH ADHESIVE "WELDED JOINTS, UNLESS SPECIFIED OTHERWISE.
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MINIMUM SLOPES ON SANITARY SEWER SERVICES: 4"- 1147FT, 6% 1187FT.
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27. BELOW GRADE WATER SERVICE PIPING SHALL BE TYPE W" HARD DRAWN COPPER TUBING
Q. N C)
WITH SILVER SOLDER JOINTS. SOLDERS CONTAINING LEAD SHALL NOT BE USED FOR ANY
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PURPOSE ON THIS PROJECT, WHERE PIPING IS REQUIRED TO RUN BELOW BUILDING SLAB, IT
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SHALL BE INSTALLED WITHOUT JOINTS BELOW SLAB.
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28. WATER PIPING SHALL BE CONNECTED TO BUILDING STUBS, VERIFY LOCATIONS PRIOR TO
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BEGINNING WATER PIPE INSTALLATION.
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29. WASTE PIPING SHALL BE CONNECTED TO BUILDING STUBS, VERIFY LOCATIONS AND INVERTS
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PRIOR TO BEGINNING ANY WASTEPIPE INSTALLATION.
30. CONTRACTOR SHALL NOTIFY NORTH CAROLINA "ONE CALL"AT 800-632-4949 AT LEAST 48
HOURS PRIOR TO BEGINNING CONSTRUCTION OR EXCAVATION TO HAVE UTILITIES LOCATED.
CONTRACTOR SHALL CONTACT ANY LOCAL UTILITIES THAT PROVIDE THEIR OWN LOCATOR
SERVICES INDEPENDENTLY.
31. ALL UTILITY CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE TOWN OF BRIDGETON PUBLIC
W W Z Y Z
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UTILITIES AND CROSS CONNECTION CONTROL REGULATIONS AND STANDARDS.
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32. SITE UTILITY CONTRACTOR TO PROVIDE WATER, SANITARY SEWER, AND ROOF DRAIN
LEADERS TO WITHIN 5 FEET OF THE BUILDING. CONTRACTOR SHALL COORDINATE SITE PLAN
-"
CONNECTIONS WITH THE ARCHITECTURAL BUILDING PLANS.
C STREET/OLD US 17
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33. SANITARY CLEANOUTS SHALL BE PLACED NO MORE THAN 75 FEET APART CLEAN OUTS
150' PUBLIC R/W
LOCATED IN PAVEMENT AREAS SHALL HAVE HEAVY DUTY TRAFFIC RATED CONSTRUCTION.
34. CONNECTION OF SANITARY SEWER SERVICE TO AN EXISTING MANHOLE SHALL COMPLY WITH
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THE TOWN OF BRIDGETON STANDARDS INCLUDING' CORE DRILL FOR OPENING INTO
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ANHOLE ._ AND INSTALL WITH FLEXIBLE BOOT. IF PAVEMENT CUT IS REQUIRED, CONTRACTOR SHALL O
=? TELEPHONE PATCH PAVEMENT WITH A SECTION TO MATCH EXI STING PAVEMENT: 3" 1-2, 8"ABC OR BETTER.
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PEDESTAL 35. RELATION OF WATER MAINS TO SEWERS: U
c A. LATERAL SEPARATION OF SEWER AND WATER MAINS: WATER MAINS SHALL BE LAID AT
sE LEAST 10 FEET LATERALLY FROM EXISTING OR PROPOSED SEWERS UNLESS LOCAL
CONDITIONS OR BARRIERS PREVENT A 10 FOOT/ ATERAL SEPARATION, IN WHICH CASE:
F� y ti� 1. THE WATER MAIN IS LAID IN A SEPARATE TRENCH, WITH THE ELEVATION OF THE BOTTOM O
C `
\ a (P /'S5 OF THE WATER MAIN AT LEAST 18 INCHES ABOVE THE TOP OF THE SEWER, OR Q T
`1yG SPA / 2. THE WATER MAIN IS LAID IN THE SAME TRENCH AS THE SEWER LINE WITH THE WATER MAIN
E"ISj 5`' LOCATED ATONE SIDE ON A BENCH OF UNDISTURBED EARTH, AND ABOVE THE TOP OF THE U SEWER.
B. CROSSING A WATER MAIN OVER A SEWER MAIN: O o l�
WHENEVER IT IS NECESSARY FOR A WATER MAIN TO CROSSOVER A SEWER THE WATER T (�
MAIN SHALL BE LAID AT SUCH AN ELEVATION THAT THE BOTTOM OF THE WATER MAIN IS AT y W
LEAST 18 INCHES ABOVE THE TOP OF THE SEWER MAIN, UNLESS LOCAL CONDITIONS OR
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BARRIERS PREVENT AN 18 INCH VERTICAL SEPARATION -IN WHICH CASE BOTH THE WATER
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MAIN AND SEWER MAIN SHALL BE CONSTRUCTED OF FERROUS MATERIALS AND WITH JOINTS
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THAT ARE EQUIVALENT TO WATER MAIN STANDARDS FOR A DISTANCE OF 10 FEET ON EACH
SIDE OF THE POINT OF CROSSING.
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C. CROSSING A WATER MAIN UNDER A SEWER MAIN:
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WHENEVER IT IS NECESSARY FOR A WATER MAIN TO CROSS UNDER A SEWER MAIN BOTH THE
WATER MAIN AND SEWER MAIN SHALL BE CONSTRUCTED OF FERROUS MATERIALS AND WITH
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JOINTS EQUIVALENT TO WATER MAIN STANDARDS FOR A DISTANCE OF 10 FEET ON EACH SIDE
OF THE POINT OF CROSSING.
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D. CROSSING A SEWER LINE OVER OR UNDER A STORM DRAIN:
WHENEVER IT IS NECESSARY FOR A SEWER LINE TO CROSS A STORM DRAIN PIPE, THE
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SEWER LINES SHALL BE LAID AT SUCH AN ELEVATION THAT THE OUTSIDE OF THE SEWER LINE
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NEAREST TO THE OUTSIDE OF THE STORM DRAINPIPE SHALL MAINTAIN A 121NCH CLEAR
1
SEPARATION DISTANCES, OR ENCASED IN EITHER CONCRETE OR DUCTILE IRON PIPE FOR AT
LEAST 5 FEET ON EITHER SIDE OF THE CROSSING.
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36. UNDERGROUND CONDUITS TO SIGNS, LOT LIGHTS, ETC., SHALL BE PLACED IN GRASS OR
PROJECT NO gNE-0604
FILENAME: gNE0604-UP
�0G,S,�
LANDSCAPE AREAS WHENEVER POSSIBLE. THE LOCATION OF THE CONDUIT AS SHOWN ON
THESE
PLANS SHALL BE CONSIDERED TO BE SCHEMATIC WITH ACTUAL LOCATION TO BE
DRAWNBY LDO
VERIFIED BY THE GENERAL CONTRACTOR, PVC SCH. 40 SLEEVES SHALL BE INSTALLED FOR
ALL CONDUIT CROSSING UNDER
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GRAPHIC SCALE
PAVED AREAS.
37. SEE ELECTRICAL SHEETS FOR SIZE OF CONDUIT AND WIRE ON ALL ELECTRICAL SERVICE.
SCALE.
1 "= 20'
DATE:
2-28-07
20 0 10 zo 40
38. TRANSFORMER BY ELECTRIC COMPANY, GENERAL CONTRACTOR TO PROVIDE PAD. REFER TO
1 inch = 20 Ft.
ELECTRIC COMPANY SPECIFICATIONS FOR PAD CONSTRUCTION.
SHEET NO.
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PRELIMINARY DESIGN - NOT RELEASED FOR CONSTRUCTION
L-1,
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17

24"
PRE -CAST CONC. WHEEL
STOP WITH 2 #4 BARS
12"
LEVEL & CLEAR AREA DETECTABLE WARNING
TYPICAL SCORED JT NOT TO EXCEED 2%
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2" "O
LOCATION VARIES IN ANY DIRECTION
6"
III 1 1/2" R. 12 ASPHALT
1 X 18" LONG G.I. PIPE
AT EACH END. DRIVE INTO
GROUND.
VAN VAN -ACCESSIBLE
ACCESSIBLE SIGN AT VAN
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5 0' MI 6 0
0 N (VARIES)
6 2_ S� LpPE (SEE SITE PLAN) 1 12 SLOPE
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SPACE ONLY
Ill or R7-8a
RESERVED
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PARKING GREEN
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3000 PSI CONIC.
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III-i �1 III -III III-
WHITE SYMBOL
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STANDARD CURB
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STANDARD CURB
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11 III -III III-11II -III III-
�� WHITE BACKGROUND
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STANDARD CURB &GUTTER
111 iillliiil li illli 111 ll llliiillli �l
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24"
SECTION
MAXIMUM
� PENALTY R7-8D
LIP OF CURB ��
DEPRESSED CURB
ED FOR PAVEMENT STRIPING AT
\XACCESSMINED BY
W
;250
4 0
GINEER (SEE SITE SHEET).
6" 6"
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- _ _ _ 1 1/2"R.
- 1—I I II I I-_ I I a. 1-2 ASPHALT
-1 1"
INCREASE TO 84" WHEN -
p
PEDESTRIAN PATH FROM
6'-0" MINIMUM RAMP LENGTH
a a a __
° ° a 5 °
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BY OR UNDER SIGN.CAR TO WALK ES
(UNLESS OTHERWISE SPECIFIED) CONCRETE FLUSH
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Al CONIC. 1—III— �
WITH CONCRETE
d. 12:1 MAXIMUM SLOPE
3000 -III i
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PLAN 2"(tYP)--H-`�-
4
CABC
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CONCRETE WHEEL STOP
SIDEWALK ACCESS RAMP
SPILL CURB & GUTTER
1/2" EXPANSION JOINT
NOTES:
1. SCORE CURB / VALLEY GUTTER AT 15' O. C.
3/4"
SEC -A N
2. PROVIDE 1/2" EXPANSION JOINTS AT 90' O.C.
KEYED JOINT
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3. CONTRACTION JOINTS SHALL BE SPACED AT 10'
WILL BE ALLOWED WHEN
HANDICAP RAMP ,1
P DETAIL
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INTERVALS. (A 15' SPACING
MACHINE IS USED.)
° a ° °
HANDICAP SIGN DETAIL
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4. FINISH ALL CONCRETE WITH CURING COMPOUND.
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2ill STANDARD iff1RB AND GUTTERmm
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--- 11/2"ASPHALT SURFACE COURSE
3/4" WASHED GRAVEL (typ.)
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CONSTRUCTION JOINT
ASPHALT CONCRETE
M; r
�-- 6" COMPACTED GRAVEL BASE
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III=III III=III III III=III III -III -III:
1 I-III-III-III=III-III-III-IIIIII-III-�`— COMPACTED SUB -GRADE
1/2"
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-III-IIIIII- =IIIIII-III-III-III-III:
�-III-III-III- -III-III-III-III-
FACE OF BUILDING.,
FOUNDATION WALL EXPANDABLE FILLER
= -III =III -III -III- �. -III= -i III -III -III- -Ln
°-
WHERE OCCURS
-III-I I I=1 III -III- - - -III=1 11- 1=1 I 1=1 I 1=1 I I -I
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SUBGRADE COMPACTED TO A MINIMUM 96% STANDARD
'
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PROCTOR MAXIMUM DRY DENSITY (ASTM D 698) REFER
TO SOILS REPORT IF AVAILABLE
7-
.,
PARKING STALL ASPHALT PAVEMENT
now
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-- 2" ASPHALT SURFACE COURSE
ASPHALT/CONCRETE TRANSITION
O —
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3" ASPHALT BINDER COURSE
3/4" WASHED GRAVEL(typ.)
x V
�-- 10" COMPACTED GRAVEL BASE
EXPANSION JOINT
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COMPACTED SUB -GRADE
1 " @ LAWN AREAS,
-i11=111-III-III-III-III-111III-111-I 1-
1 �-III-1 1-111-III=III-III-1 1-1I1-III 1
1/2" RADIUS (typ.) 1 1/2^ @ PLANTER AREAS
ASPHALT__---
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(TYP)
.I 1 =1=1TL 1 1=1 IJ 1 J IJ-1 I:
SUBGRADE COMPACTED TO A MINIMUM 98% STANDARD
°-III-III-III-
PROCTOR MAXIMUM DRY DENSITY (ASTM D 698) REFERIIIIII-III-III-
TO SOILS REPORT IF AVAILABLE.
- -III-III-III--
1 O
BACK OF CURB J JOIN TO CURB
TRAFFIC AISLE ASPHALT PAVEMENT
a o 1 I I I I I I I I I I I III
NOTES:
1. CONTRACTOR SHALL OBTAIN SOILS REPORT IF AVAILABLE, AND ADJUST
111=111=111=111-11
° l ( 1
PAVEMENT SECTIONS ACCORDINGLY
11 III III
2. CONTRACTOR SHALL PLACE BINDER COURSE DURING CONSTRUCTION,
_;
THEN PLACE SURFACE COURSE AFTER BUILDING AND SITE CONSTRUCTION.
3/4" WASHED GRAVEL (typ.)- 6
ASPHALT PAVEMENT DETAIL
SLAB EDGE
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ROUND CONC.
CONCRETE SLAB DETAIL
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TOP
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8"0 STEEL PIPE
00
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FILLED W/CONCRETE
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BITUMINOUS JOINT
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FILLER (CONIC.
8"
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8" -8" PAVEMENT ONLY)
2'-0"
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(tYp')
PLAN
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OW
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OR PAVEMENT
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PROVIDE CAST IN PLACE CONCRETE ENERGY
IN CHEVRON PATTERN
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DIFFUSING RIBS 45"
WITH OVERLAP (MINIMUM HEIGHT OF 3')
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CONCRETE
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3'R
6 4'-0" MIN 6„
6" MIN
FOUNDATION
t'
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WWF REINF. @
6"x6"-10/10
5�-0,� 4,-0"
lro"
rtyPa
CONCRETE BOLLARD
COMPACTED GRAVEL MINIMUM DEPTH OF4"THICK
NOTE: ALL TRAFFIC ARROWS TO BE WHITE IN COLOR
TOE PROTECTION
SECTION
NOTES:
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5'X 5' HANDICAP LANDING OUTSIDE ALL DOORS
1. DRAINAGE FLUME SHALL EXTEND
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TRAFFIC ARROWS
DOWN TO THE BOTTOM OF THE
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POND OR SWALE
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CONTRACTION
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— 6" COMPACTED GRAVEL BASE
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III ( I I I= III —III —I � I —I 11=1 I I —I 1 1=1-- COMPACTED SUB -GRADE
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SECTION B-B
_ 111=1— --1 7=1
T =1I 1I
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CONTRACTION JOINT
-
SUBGRADE AND GRAVEL BASE COMPACTED TO A MINIMUM 96% STANDARD
PROCTOR MAXIMUM DRY DENSITY (ASTM D 698) REFER TO SOILS
REPORT IF AVAILABLE.
4" CONIC. SLAB ON GRADE - BROOM FINISH
EXPANSION JOINTS @ 20'-0" O. C.
NOTES:
CONTROL JOINTS @ 5'-0" O.C.
1, CONTRACTOR SHALL OBTAIN SOILS REPORT IF AVAILABLE, ANDADJUST
PAVEMEN_ SECTIONS ACCORDINGLY.
CONCRETE PAVEMENT DETAIL
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PROJECT N: 0
BNE-o604
COMPACTED TO
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STANDARDPOCTOR
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FILENAME
BNE0604-DTL1
MAXIMUM R
(ASTMD 698) REFER TO SOILS ] -1— III °`
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DRAWN BY
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REPORT IF AVAILABLE. J =III III=11 LI I_ I=III—III—f L—I I_I II I E
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SECTION A -A
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SCALE N.T.S.
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DATE:
2-2$-07
CONCRETE SIDEWALK
'at Ylil lC^(G
SHEET NO.
PRELIMINARY DESIGN NOT RELEASED FOR
-
CONSTRUCTION

MIN. 10 GA.
LINE WIRES
NOTE:
-USE SILT FENCE ONLY WHEN DRAINAGE AREA
DOES NOT EXCEED 114 ACRE AND NEVER IN
AREAS OF CONCENTRATED FLOW
0
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VARIABLE AS DIRECTED BY THE ENGINEER
FRONT VIEW
�- STEEL POST
WOVENWIREFABRIC
SILTFENCEFABRIC
aFILL SLOPE
S,*f
� GRADE
6" MIN. COVER
OVER SKIRT'
ANCHOR SKIRT AS
DIRECTED BYENGINEER'
SIDE VIEW
FOR REPAIR OF SILT
FENCE FAILURES, USE
Na 57 WASHED STONE
FOR ANCHOR WHEN SILT
FENCE IS PROTECTING
CATCHBASIN
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.
vo
2 la GA.
MEDIATE d'
GRADE
25' OR WIDTH OF
PROPOSED STREET,
WHICHEVER IS
GREATER.
DEWA TERING
TEMPORARY SEDIMENT
1' MIN.
2' MAX
CONCRETE BLOCK
_tom
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2:1 SLOPE, GRAVEL FILTER
WIRE SCREEN
DEWATERING tt
16„
ron;�x�y a d° - I I III='III• :'
SEDIMENT
CONSTRUCTION SPECIFICATIONS
1. LAY ONE BLOCK ON EACH SIDE OF THE STRUCTURE
ON ITS SIDE IN THE BOTTOM ROW TO ALLOW POOL
DRAINAGE. THE FOUNDATION SHOULD BE EXCAVATED
AT LEAST 2 INCHES BELOW THE CREST OF THE STORM
DRAIN. PLACE THE BOTTOM ROW OF BLOCKS AGAINST
THE EDGE OF THE STORM DRAIN FOR LATERAL SUPPORT
AND TO AVOID WASHOUTS WHEN OVERFLOW OCCURS.
IF NEEDED, GIVE LATERAL SUPPORT TO SUBSEQUENT
ROWS BY PLACING 2 X 4 WOOD STUDS THROUGH
BLOCK OPENINGS.
2. CAREFULLY FIT HARDWARE CLOTH OR COMPARABLE
WIRE MESH WITH 112-INCH OPENINGS OVER ALL
BLOCK OPENINGS TO HOLD GRAVEL IN PLACE.
3. USE CLEAN GRAVEL, 3/4- TO 1124NCH IN
DIAMETER, PLACED 2INCHES BELOW THE TOP
OF THE BLOCK ON A 2:1 SLOPE OR FLATTER AND
SMOOTH IT TO AN EVEN GRADE. DOT #57 WASHED
STONE IS RECOMMENDED.
BLOCK AND GRAVEL DROP INLET PROTECTION
GIVEN CONDITIONS /ASSUMPTIONS
' W = 120 pcf (BACKFILL LOAD)
" Ku' = 0. 110
" SOIL TYPE = ORDINARY CLAY, SATURATED
" WALL B
LAYING CONDITIONS: TYPE
TRENCH CONDITIONS SHOWN - THESE DEPTHS
DO NOT APPLY FOR "EMBANKMENT CONDITIONS',
REGISTERED P.E. TO DETERMINE H FOR EMBANKMENT
CONDITIONS
DESIGN BASED ON "DESIGN DATA 40, ACPA."
CLASS C BEDDING
(1350 p/f PER Ft OF INTERNAL DIA.) CLASS 111, ASTM C-76
(2000 olf PER Ft OF INTERNAL DIA.) CLASS IV. ASTM C-76
EXCAVATION LINE
AS REQUIRED
SPRING LINE
COMPACT OUTER BEDDING
TO MINIMUM 90% OF
STANDARD PROCTOR
BEDDING
(USE GREATER OF PROJECT
PIPE
Di
MAX.
Bd
MAX. BURY
H
CLASS /it
(0.01 CRACK)
MAX. BURY
H
CLASS IV
(0.01 CRACK)
15"
4'
9.5'
14.5'
18"
4'
9.5'
15.0'
24"
4'
12.0'
23.5'
30"
5.5'
10.0'
17.0'
36"
6'
10.5'
18.0'
42"
6.5'
13.0'
1 19.0'
48"
7'
13.5'
20.0'
54"
8'
13.0'
18.5'
60"
9'
11.0'
18.0'
72"
10'
13.0'
1 19.0'
THIS TABLE ASSUMES TYPE 4
INSTALLATION & NO STONE BEDDING
T}f 3TT'
It I IL :T
2
SPECIFICATIONS OR LOCAL D j = INSIDE DIAMETER OF PIPE
D.O.T. SPECIFICATIONS) ?
D 0 = OUTSIDE DIAMETER OF PIPE
PLAN to
O B d = TRENCH WIDTH
NEW CONSTRUCTION Do/3 0 H = BACKFILL COVER ABOVE
EXISTING ROADWAY 35' MIN 15' MIN Bd TOP OF PIPE
6" MIN.
0
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NOTES:
1. GREATER DEPTHS ARE ACHIEVABLE BY EITHER CONTROLLING BACKFILL TYPE,
NARROWING TRENCH WIDTH BUT SUPPLY SUFFICIENT ROOM FOR
12" MIN. COMPACTION, IMPROVING BEDDING OR LOADING TO ULTIMATE LOAD (Du). FOR
OTHER BURY DEPTHS THAN SHOWN (H), PROFESSIONAL ENGINEER TO
PROVIDE CALCS ON PIPE BURY THAT EXCEED THOSE GIVEN IN THIS CHART
FOR THE CONDITIONS IN WHICH IT IS PROPOSED TO BE USED.
FABRIC UNDER STONE 2. THIS TABLE OF BURY DEPTHS (H) APPLIES EQUALLY TO A CLASS C STONE
BEDDING, TYPE 4 LAYING CONDITIONS.
CROSS SECTION 3. MINIMUM COVER NOT SHOWN BUT NO LESS THAN 12" W/O ENGINEERS
APPROVAL UP TO 48" PIPE.
4. MAXIMUM BURY TABLE FOR "TRENCH CONDITIONS" PER THE DETAIL SHOWN
ON THIS SHEET.
CONSTRUCTION ENTRANCE TRENCH DETAIL (STORM DRAINAGE RCP)
RIPRAP 1`'�^7 12" CLASS "B" RIPRAP
LINED SLOPE I I UNDERLAIN BYFILTER FABRIC
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BY FILTER FABRIC
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FILTER OF 1"
WASHED STO
TOPS OF SILT FENCE
MUST BE AT LEAST
V ABOVE THE TOP
OF THE WASHED
STONE
STEEL FENCE POSI
WIRE FENCE
HARDWARE CLOTH
FILTER OF 1" DIA. WASHED STONE
SECTION
d
FRONT VIEW
FILTER FABRIC
ON GROUND
BURY WIRE FENCE AND
HARDWARE CLOTH
SILT FENCE GRAVEL OUTLET
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FABRIC, AND HARDWARE
CLOTH IN TRENCH
DRAINAGE STRUCTURE NOTES
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 PS1-PF AS MANUFACTURED BY M.A. INDUSTRIES OR AN APPROVED
EQUAL. LOCATE ON NON -PIPE WALLS.
6. MORTAR IN MASONRY BOXES IS TO BE TYPE M.
7. CLAY BRICK STRUCTURES ARE NOT ALLOWED.
8. CONCRETE PIPE IS TO BE MINIMUM CLASS Ill.
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-IMPLACE 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.
BYPASS/OVERFLOW
SPILLWAY \
= 9.25 BYPASS70VERFLOW ELEVATION------------------
8. 10 (RED MARK)
4TION = 7:78 SE GRASS COVE
ELEVATION = 5.75 INFILTRATION NATURAL SOIL
SEASONAL HIGH (SAND)
WATER TABLE /NFIL - RATE = 1.0 IN./HR.
INFILTRATION BASIN AREA
SECTION
(n.t.s.)
3.0'
ELEVATION = 9.75
_TOP OF BERM
REPLACE IN -SITU Sl*TYtLAYEY
0 APPROXIMATE DEPTH OF
BELOW EXISTING GRADE IN
ON BA1SiN BOTTOM, REPLACE
WTES.
P 4NGINEER OR DESIG £GREPRESENTATIVE ALL BE
• 00N1-ACTEDTOREL SOIL
JOOTAOT1ES AND PROPER ELEVATIONS P 1M ' `f
2.) &Q NOTES SHA 4 SEKEPTANDADDED'TO ENGINEERIS
AWWWATION'ONCE PROJECT CONSTRUCTION IS COMPLETE.
ELEVATION = 9.75 TOP OF BERM
ELEV. = 7.75 BOTTOM OF BASIN
GMAT [. W$'d'I'?A�$A VyERFtPV� 4*�a-
SECTION'
(n. t. s.)
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FINISH GRADE
6" C.1. PIPE
6" PLUG
OMIT PLUG WHERE
SEWER JOINS HOUSE
CONNECTION
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18' SQUARE
COUNTERSUNKPLUG CONCRETE n❑ p O p El ° ❑ '
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6"x6" WYE (C.I.)
SANITARY SEWER CLEANOUT
FINAL BACKFILL -III—
INITIAL -III
BACKFILL ea
q
11'
PROVIDE
ASPHALT OR CONCRETE RUBBER 10-3/4' —
AS DETERMINED BY TRAFFIC GASKET
SURFACE 3000 PSI CONCRETE\ r
CAST IRON/DUCTILE IRON
CLEANOUT COVER
a i
SAND CUSHION CAP
9-1/4'
4' PANELLA TYPE
CLEANOUT WITHIII—
COUNTERSUNK HEAD = e
PIPE SEAL GASKET --I a' ICI-�I(-
3000 PSI CONCRETE 4.
6' PVC
ENCASEMENT
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4' PVC PIPE
CLEANOUT COVER ASSEMBLY TRAFFIC AREA
q
FINISHED GRADE FINISHED GRADE
E ' I I-III-i I I -I III -III -III -I
-III III--I-I I -I I I
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FINAL
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SOIL
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CLEARANCE
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NOTES: CLEARANCE TYPICAL TRENCH BOTTOM DIMENSIONS
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1. TRENCHES REQUIRING SHORING AND BRACING, DIMENSIONS SHALL BE TAKEN FROM THE INSIDE FOR SDR 35 PVC GRAVITY PIPE
FACE OF THE SHORING AND BRACING. 1. FOR TRENCHES REQUIRING SHORING AND BRACING, DIMENSIONS SHALL BE TAKEN FROM THE
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2. NO ROCKS OR BOULDERS 4" OR LARGER TO BE USED IN INITIAL BACKFILL.
FACE OF THE SHORING AND BRACING.
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3. ALL BACKFILL MATERIAL SHALL BE SUITABLE NATIVE MATERIAL. 2. NO ROCKS OR BOULDERS 4" OR LARGER TO BE USED IN INITIAL BACKFILL.
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4. BACKFILL SHALL BE TAMPED IN 6" LIFTS IN TRAFFIC AREAS, 8"-10" IN NON -TRAFFIC AREAS.
3. ALL BACKFILL MATERIAL SHALL BE SUITABLE NATIVE MATERIAL.
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5. ACHIEVE 80% COMPACTION IN NON -TRAFFIC AREAS, AND 98% COMPACTION IN TRAFFIC AREAS.
4. BACKFILL SHALL BE TAMPED IN 6" LIFTS IN TRAFFIC AREAS, 8"-10" IN NON -TRAFFIC AREAS.
F- Z z
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IF IN EASEMENT 4" TOPSOIL, AND 12" CLEAN SELECT FILL IS REQUIRED.
7. NO BOULDERS 8" IN DIAMTER OR GREATER ALLOWED. TRENCH BOTTOM DIMENSIONS & BACKFILLING
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TRENCH BOTTOM DIMENSIONS & BACKFILLING REQUIREMENTS FOR PVC GRAVITY
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2-28-07
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i I EDJAfQ.INWORTH CAROLINA (TABLE 6.11s) I
NEW US 17
180' PUBLIC RAN
VICINITY MAP
_-----------
•T TELEPHONE
EDESTAL
II Ix I
IJ
I
TURF NOTES:
1. CHISEL COMPACTED AREAS AND SPREAD TOPSOIL 31NCHES DEEP OVER
ADVERSE SOIL CONDITIONS, IF AVAILABLE.
2. RIP ENTIRE AREA TO 6 INCHES IN DEPTH.
3. REMOVE ALL LOOSE ROCK, ROOTS, AND OTHER OBSTRUCTIONS LEAVING
SURFACE REASONABLY SMOOTH AND UNIFORM.
4. APPLY AGRICULTURAL LIME, FERTILIZER, AND SUPERPHOSPHATE UNIFORMLY
AND MIX WITH SOIL (SEE BELOW').
5. CONTINUE TILLAGE UNTIL A WELL -PULVERIZED, FIRM, REASONABLY UNIFORM
SEEDBED IS PREPARED 4 TO 6 INCHES DEEP.
6. SEED ON A FRESHLY PREPARED SEEDBED AND COVER SEED LIGHTLY WITH
SEEDING EQUIPMENT OR CULTIPACK AFTER SEEDING.
7. MULCH IMMEDIA TELYAFTER SEEDING AND ANCHOR MULCH.
8. INSPECT ALL SEEDED AREAS AND MAKE NECESSARY REPAIRS OR RESEEDINGS
WITHIN THE PLANTING SEASON, IF POSSIBLE. IF STAND SHOULD BE OVER 60%
DAMAGED, RE-ESTABLISH FOLLOWING ORIGINAL LIME, FERTILIZER AND SEEDING
RATES.
9. CONSULT CONSERVATION INSPECTOR ON MAINTENANCE TREATMENTAND
FERTILIZATION AFTER PERMANENT COVER IS ESTABLISHED.
*APPLY. AGRICULTURAL LIMESTONE - 2 TONS/ACRE (3 TONS/ACRE IN CLAY SOILS)
FERTILIZER- 1, 000 LBS/ACRE - 10-10-10
SUPERPHOSPHATE - 500 LBS/ACRE 20% ANALYSIS
MULCH - 2 TONS/ACRE - SMALL GRAIN STRAW
ANCHOR - ASPHALT EMULSION @ 300 GALS/ACRE
SOD PREPARATION:
FOLLOW PREPARATION AS DIRECTED FOR STEPS 1-5 ABOVE. IMMEDIATELY
WATER SOD UPON INSTALLATION AND CONTINUE UNTIL ROOTS ARE
ESTABLISHED.
10. CONTRACTOR SHALL WATER AND MAINTAIN ALL LAWN AREAS UNTIL AN
ACCEPTABLE STAND OF GRASS HAS BEEN ESTABLISHED.
11. ONCE AN ACCEPTABLE STAND OF GRASS HAS BEEN ESTABLISHED, THE
CONTRACTOR SHALL REPAIR ALL DAMAGED AREAS AND MONITOR THE LAWN
AREAS UNTIL THE GRASS REACHES A HEIGHT OF 4 INCHES TALL.
12. AT THE TIME THE GRASS REACHES A HEIGHT OF 41NCHES TALL, THE
CONTRACTOR SHALL MOW THE GRASS TO THE HEIGHT OF 31NCHES AND TURN
OVER THE LAWN MAINTENANCE TO THE OWNER.
13, AN ACCEPTABLE STAND OF GRASS SHALL BE 92% COVERAGE OR BETTER.
YCR
FTIc
OUT
TF�
PLANTING SCHEDULE (SEE LANDSCAPING NOTE #12)
SYMBOL
KEY
NO.
BOTANICAL NAME
COMMON NAME
CALIPER
HEIGHT
ROOT
COMMENTS
LI
11
LAGERSTROEMIA INDICA
CRAPE MYRTLE
1 1/2"
8'- 10'
B & B
-
'O
OP
3
QUERCUS PHELLOS
WILLOW OAK
2" MIN.
10'- 12'
B & B
-
PL
46
PRUNUS LAURACERAS
OTTO LUYKEN LAUREL
-
15"- 18"
3 GAL
-
"OTTO LUYKEN"
0
ICI
26
ILEX CORNUTA
DWARF BURFORD HOLLY
-
15"- 18"
3 GAL.
-
BURFORDII NANA
gai._
c -
ICH
18
ILEX CRENATA HELLERI
HELLERI HOLLY
-
15"- 18"
3 GAL.
-
%in�c
SPECIES RATE (lb/acre)
SPRIGGING
CENTIPEDE GRASS 10-20 LBIACRE (SEED) OR
PLANT SPRIGS IN FURROWS WITH A TRACTOR -DRAWN TRANSPLANTER
33 BU/ACRE (SPRIGS)
OR BROADCAST BY HAND.
FURROWS SHOULD BE 4-6 INCHES DEEP AND 2 FT APART. PLACE SPRIGS ABOUT 2 FT
SEEDING DATES:
APART IN THE ROW WITH ONE END AT OR ABOVE GROUND LEVEL.
MAR. - JUNE
BROADCAST AT RATES SHOWN ABOVE, AND PRESS SPRIGS INTO THE TOP 1/2 - 2
(SPRIGGING CAN BE DONE THROUGH JULY WHERE WATER
INCHES OF SOIL WITH A DISK SET STRAIGHT SO THAT SPRIGS ARE NOT BROUGHT BACK
IS AVAILABLE FOR IRRIGATION.)
TOWARD THE SURFACE.
SOIL AMENDMENTS
MULCH
ALLP LIME AND FERTILIZER ACCORDING TO SOIL TESTS, OR APPLY
DO NOT MULCH.
300 LB/ACRE 10-10-10.
MAINTENANCE
FERTILIZE VERY SPARINGLY - 20 LB/ACRE NITROGEN IN SPRING WITH NO
PHOSPHORUS. CENTIPEDEGRASS CANNOT TOLERATE HIGH PH OR EXCESS FERTILIZER.
CONCRETE
D 'a
150' PUBLIC RAN
NOTE: NOTE:
IN SOME CASES THE MULCH IS PRUNE SHRUB AS RECOMMENDED BY GROWER
ONLY A SPECIFIED DIAMETER. ONLY AFTER THE PLANT HAS BEEN WATERED
SEE PLANS AND SPECIFICATIONS INTO THE PLANTING SOIL.
FOR FURTHER COORDINATION OF MULCHING. SHRUB PIT TO COMPILE
Z
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WITH DEPTHS AND
V�
WIDTHS FOUND IN THE SPECS,
W
TYPICAL CONTAINER (POTTED)
DECIDUOUS SHRUB
U
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SHREDDED HARDWOOD
BARK MULCH
2
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3"-4"MUDDLE RING
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PI ANT RA/I
CONSTRUCTIOd
TELEPHONE
PEDESTAL _ Q
GRAPHIC SCALE
1 inch = 20 ft.
SHRUB PLANTING DETAIL
NOTE.,
NONE OF THE B&B TREES ARE TO BE
STAKED UNLESS INDICATED.
PLASTIC SPIRAL
TREE PROTECTION
1. ALL TREES SHOULD BEPRUNED ONLYAFTER
INSTALLATION AND WATERING IN THE TREE.
PRUNE TO GROWERS SPECIFICATIONS,
Z ALL TREES SHALL COMPLY WITH THEAMERICAN
STANDARDS FOR NURSERY STOCK - INCLUDING
TREE PIT DEPTH AND WIDTH.
TREE PLANTING DETAIL
LANDSCAPE NOTES:
1. THE GENERAL CONTRACTOR SHALL LEAVE THIS SITEAT FINISHED GRADE. THE
LANDSCAPE CONTRACTOR SHALL REVISE GRADES AT A MINIMUM TO ENSURE
SMOOTH TRANSITIONS BETWEEN PLANTING BEDS AND LAWN AREAS.
2. PLANT GUARANTEE: ALL PLANTS SHALL BE GUARANTEED TO LIVE FOR TWELVE
MONTHS. THE GUARANTEE SHALL COMMENCE UPON FINAL ACCEPTANCE OF
THE PROJECT. IF ANY PLANTS ARE DEAD OR IN AN UNHEALTHY CONDITION
BEFORE FINAL ACCEPTANCE, THE LANDSCAPE CONTRACTOR SHALL REPLACE
THEM AT HIS EXPENSE. THIS REPLACEMENT SHALL NOT BE CONSIDERED A
GUARANTEED REPLACEMENT.
3. ALL PLANTING SHALL BE PLACED WITHIN A MULCHED PLANTING BED.
ALL STRAPPING AND THE TOP 213 OF WIRE BASKETS MUST BE CUT AWAY AND
REMOVED FROM ROOT BALLS PRIOR TO BACKFILLING PLANTING PIT. REMOVE
TOP 1/3 OF BURLAP FROM ROOT BALL.
4. ALL LANDSCAPE WORK SHALL BE IN ACCORDANCE WITH CURRENT CITY
STANDARD DETAILS AND SPECIFICATIONS.
5. ALL AREAS NOT MULCHED SHALL BE SEEDED OR SODDED IN ACCORDANCE
WITH THE AREA SPECIFIED ON PLANS WITH "REBEL II" HYBRID TALL FESCUE OR
EQUIVALENT AS PRESCRIBED IN THE SEEDING SCHEDULE AS SHOWN ON THIS
SHEET.
6. SITE LIGHTING SHALL NOT BE PLACED IN CONFLICT WITH PLANTED TREES.
7. TREE PROTECTION FENCING TO BE PROVIDED AROUND TREE PRESERVATION
AREAS IN ACCORDANCE WITH CITY STANDARDS.
8. COORDINATE ALL WORK WITH SITE LAYOUT AND SITE GRADING, DRAINAGE &
UTILITIES PLAN.
9. VERIFY LOCATION OF UTILITIES BEFORE PLANTING.
10. MULCH ALL AREAS, THAT ARE NOT SEEDED OR SODDED, WITH SHREDDED
HARDWOOD MULCH TO A DEPTH OF 3"-4".
11. THE SELECTION AND INSTALLATION OF PLANTS AND PLANTING METHODS SHALL
CONFORM WITH THE STANDARDS OF THE AMERICAN ASSOCIATION OF
NURSERYMEN OR THE CITY STANDARD DETAILS AND SPECIFICATIONS,
WHICHEVER IS STRICTER.
12. CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL QUANTITIES. DRAWINGS
SHALL RULE OVER PLANT LISTS.
13. SUBSTITUTIONS SHALL BE SUBMITTED TO LANDSCAPE ARCHITECT FOR
APPROVAL, PRIOR TO INSTALLATION, SUBSTITUTIONS MAY REQUIRE
ADDITIONAL APPROVAL BY THE GOVERNING JURISDICTION.
14. ALL LANDSCAPING SOIL AND FILL SHALL BE FREE FROM WEEDS, REFUSE, AND
DEBRIS AT ALL TIMES.
15. TREES AND LARGE SHRUBS SHALL BE ADEQUATELY SUPPORTED, AS
NECESSARY, USING STAKES AND GUYS. SUCH SUPPORTS SHALL BE DESIGNED
SO AS TO PROTECT TREES AND SHRUBS FROM INJURY. TREES AND SHRUBS
SHALL BE FASTENED TO THE SUPPORT WITH AN ACCEPTABLE COMMERCIAL
TREE TIE OF PLASTIC OR HOSE COVERED WIRE.
16. THE MAXIMUM GROWTH HEIGHT OF ANY LANDSCAPING WITHIN THE SIGHT
TRIANGLE SHALL BE THREE (3) FEET IN HEIGHT.
PRELIMINARY DESIGN - NOT RELEASED FOR CONSTRUCTION
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BNE-0604
NAME
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1"= 20"
2-28-07
=TNO,
C- 9

VICINITY MAP
NITS
MENT
yp.l
SIGN
(typ
Luminaire Schedule
Symbol
Qty
Label
Arrangement
Lumens
LLF
Description
12
CF499
SINGLE
99000
0.650
CF3499-M (1000w mh)
NEW US 17
180' PUBLIC R/W
I ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ _ ❑ ❑
0.2 0.3 0.3 0.3 0.4 0.4 0.4 0.3 0.3 0.5 0.6 0.7 1.0 1.3 0.5 0.5 0.9
WIRE FENCE (typ.)
❑oe U LD
0.3 0.3 0.4 0.5 0.6 0.7 1.0 1.3 1.0 1.8 1.6 1.4 1.6 2.4 4.4 7.2 4.7 2.4
❑ a ❑ ❑
0.7 0.7 0.7 0.7
1.3 1.4 1.5
:R HEAD UTILITIES (typ.)
PLAN OF MANCHESTER ❑ 0.5 0.7 0.9 1.1 1.4 2.2 3.6 6.5 6.5 1
❑ ° ° ° ° ° ° ° ° ° ° ° ❑ ❑ c ❑ ° / El ❑
DEED BOOK 136. PAGE 495)4 5.0 5 4 .4 2.9 2. 3.2 2.7
AREA= 6,326 SF OR 0.15 ACRES
0
- - - - - - -------- � F=
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0.6 0.9 1.2 L8 J2,� 2.8 4.5 8.4 21.� 22.1 6.3 5.5 93 14. 21.9 153 8.5 5.3 .7 1 3.6
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i I ❑ ❑ ❑ ❑ ❑ ❑ ❑ C ❑ ❑ ❑ ❑ ❑ ❑
11
1 0.6 1.3 2.8 1 4.8 7.4 9.6 9.0 11.5 11.4 9.5 8.0 9.3 8.8 6.9 7.7 7.4 8.2 7.6 8.2 l-0.9
TELEPHONE
EDESTAL-
\\ ❑ ❑ I ❑ ❑ ❑ ❑ Cl ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑
0.5 \ 1.0 2.2 1 4.8 8.0 10.3 10.2 7.4 6.8 6.3 6.0 7.1 6.0 5. 5.2 9' j 5.2 7.8 15.1
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❑ ❑ ❑ ❑ ❑ ❑ 16 E 1.00`i 1 ❑ ❑ ❑
0.2 0.5 1.5 5.6 17.9 18.8 12.9 10.4 �10.3 9.2 6.8 5.5 4 1 �TF Y' F 5. 7.5 6.7
n i
❑ \� ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ 1 ❑ i 1N ❑ ❑ ❑ ❑ ❑ _
0.1 0. 0.4 2.3 7.6 8.6 8.7 10.1 10.6 10.2 6 --- .6 7.6 7.4
RD-- D D RD
47 68 86 12 172 137 98 7.8 8. 66.6 7.2 7.4 7.0 .4
0.2 0.4 2.1 3.6
11
\ cr,Nc�fiT� p �� 5 ❑.0 a. ` 2.8 4.4 6.3 05.8 23.3 1 ❑ ❑ L 8. �9�0 10 ❑
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&�o�) SIGN J 0.8
rF,p (typ)
Parking Lot Only
Illuminance Values(Fc)
Average =8.95
Maximum =23.4
Minimum =2.7
Avg/Min Ratio=3.31
Project Name: Comm Site Design (#12859) 1 Hardees- Bridgeton, NC
Filename: HAR-BRNCBRS.a32
FOOTCANDLES CALCULATED AT GRADE USING MEAN LUMENS
Numeric Summary
Label
Avg
Max
Min
Avg/Min
Max/Min
CalcPts
4.45
23.9
0.0
N.A.
N.A.
❑ ❑ ❑ ❑
7.1 18.5 10.3 6.2 5.6
❑ ❑ C--ff---�r o
1. 3.4 3.4 3.2 3.1
Cl ❑ ~ ❑ ❑
0.5 0.6 1.2 1.3 1.2
���6�?00.3 0.4 0.5 0.6
❑ -
0.2 0.3
❑ C ❑ ❑ ❑
1.5 2.3 3.4 4.5 3.4
❑ C ❑ ❑ ❑
0.7 0.9 1.1 0.5 0.3
\o ❑
0.3 ''\0.3 0.1 0.1
❑ ❑ ❑ ❑/
0.1 �0-1 e,%� 0.1 0.1
❑ ❑
0.1 0.0
R
❑ Cl ❑
0.6 0.3 0.2
- = - ❑
1.0 0.4 0.2
❑ ❑ ❑
1.3 0.6 0.3
m
�0
1.0
0.5
3.8
1.6
0.7
❑ ❑ ❑
7.6 2.6 0.8
17.7\�X 4.1 0.3
❑ ❑ ❑
12.5 3.2 0.8
El
-5.>K /s✓Y//
3.0
1.8
1.5
0.8
G
1.7
❑
❑
0.1
0.1
❑
❑
0.1
0.1
CE SERIES
20 DEGREE
0.2 0.1
TILT
0.2 0.1 MAX TILT 30
❑
❑
0.2
0.1
❑
❑
0.1
0.1
❑
❑
0.1
0.1
❑
❑
0.1
0.1
El
0.1
0.1
0.1
01 GRADE
N/F
GARY R. GARERA
DEED BOOK 2232, PAGE 842
11
0.1
13
0.2
Q.8- 0.6- 0.3- 0.2 _RIGHT OF WAY
D,`§ a 6.3 0.2 0.1 - D
C STREET/ OLD❑US 17❑_
U.J
150' PU9t'IC RAN o. i 0.1
pp ❑
.1 0. 0.1 0.1 TH.FPHONE 0.1
PEDESTAL--,, - �RIGHTpFWAY
❑ 0 T oc ❑ ❑ ❑ ❑
0.0 0.0 1-0.1 0.1 0.1 0.0
Cal
❑ ❑ ❑ \ ❑
0.0 0.1 CS)1 \ 0.0 0.0
RUUD LIGHTING
(6) PS5S25STBZ 25 x 5 x .188 Square steel poles
(6) PB-2A5 Twin tenons
Poles meet 120 mph wind zone requirements
ADJUSTABLE
FITTER
POLE HEIGHT = 25'
BASE HEIGHT = 2,5'
ELEVATION
800-236.7000 USA <www.rUUd1i9htin9.00m> 905-671.1991 CAN
Illumination results shown on this lighting design are based on project parameters
provided to Ruud Lighting used in conjunction with luminaire test procedures
conducted under laboratory conditions. Actual project conditions differing from
these design parameters may affect field results. The customer is responsible
for verifying compliance with any applicable electrical, lighting, or energy code.
GRAPHIC SCALE
20 0 10 20 40
WEZ
1 inch = 20 it.
PRELIMINARY DESIGN - NOT RELEASED FOR CONSTRUCTION
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BY LDO
1 "= 20"
2-28-07
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