SW7091119_APPROVED PLANS_20191118

STORMWATER DIVISION CODING SHEET
POST —CONSTRUCTION PERMITS
PERMIT NO.
SWU����°l
DOC TYPE
❑ CURRENT PERMIT
APPROVED PLANS
ccc❑
HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE�G
YYYYMM DD

Legend:
EXISTING
PROPOSED
NO POINT SET
Q^
GPS CONTROL
EIS - EXISTING IRON STAKE
ERWM - EXISTING R/W MARKER
UTILITY POLE
®
WATER METER
H
WATER VALVE
N
FIRE HYDRANT
$
SEWER CLEANOUT
CO*
$$
SEWER VALVE
CATCH BASIN
CB■
DROP INLET
■ DI
= OVERHEAD ELECTRIC
OHE
— - 5 - - —=
SANITARY SEWER LINE
S
— -W- - UO TQWA%-k LINE
w
= SILT FENCE
SF
— -FO - - —=
UNDERGROUND FIBER OPTIC
- - UGT - -
TELEPHONE
T
- -70- -
CONTOUR
70
FIRE MAIN / SERVICE
F
GAS MAIN / SERVICE
GAS
ROOF DRAIN
RD
STORM DRAIN
TEMPORARY DIVERSION DITCH
Too
CONDUIT
CON
COMMUNICATION / TELEPHONE
coM
LIMIT OF DISTURBANCE
SOD
DEMO / TO BE REMOVED
0149.94
GROUND ELEVATION
X PG 22_00
TOP OF BACK OF CURB
X BC 22_00
TOP OF CONCRETE
x TC 22_00
TOP OF ASPHALT
X TA 22_00
TOP OF SIDEWALK
X TW 22_00
ROCK INLET SEDIMENT TRAP
TRUNCATED DOMES
to
SPILL GUTTER
CONCRETE WHEEL STOP
ROCK CHECK DAM
CD
PAD
led
RIP RAP
I`
N/F \
FRIEDMAN/RAVENWOOD, LLC \
DB 1539, PG 001
N 1726'55" E TAX PIN 5664-75-7998
20.22' (ZONE B2) \
N 17'44'25" E
20.26' EIP EIP N 17'30'48" E 290.04' 1�
N�1N EIP¢
40' INGRESS, EGRESS
& REGRESS EASEMENT
(DB 1720, PG 632)
(PLAT CABINET H, SLIDE 46-10)
N/F
FRIEDMAN/RAVENWOOD, LLC
DB 1539, PG 001
TAX PIN 5664-75-7998
(ZONE B2)
CONCRETE FLUME
(REFER TO DETAIL)
24"CURB AND GUTTER
ON SITE (TYPICAL)
I I
.-."-----._.._..-:L-..-..-•-----.._.._.._.._.._..-.._.._.._.._.._.._.._.._.._..-.._.._..-.._.. _.._.. _.._.._.._.. _.._..
I / CONCRETE DUMPSTER PAD 12' WIDE LANDSCAPE BUFFER -`
I PROPOSED STORMWATER WETLAND WITH OPAQUE ENCLOSURE (REFER TO LANDSCAPE PLAN
I (DESIGNED BY OTHERS) TO MATCH BUILDING. FOR PLANTING REQUIREMENTS %
\ (REFER TO STORMWATER PERMIT NO SW7091119) (REFER TO ARCHITECTURAL
PLANS) /' \
\ -
SURVEY CO OL
LIGHT DUTY ASPHALT NAIL CAP(BB
28 I do (TYP.) NC GRID I 3 - 2011)
E=2568004.44
Z=31 3(NA - GEOIDI2B)
CONCRETE \\
SIDEWALK
L
W
I O 18
moo: WHITE PAI WHITE PAINTED 24" CURB AND GUTTER
4' SINGLE
Q \\
Z w SOLID DIRECTIONAL ON SITE (TYPICAL)
w I
NTED ARROW (TYP)
v i I STOP SIGN & LINE(S) [TYP) -' . _p + 00
i STOP BAR (TYP)
DRIVE THRU LANE HEAW DUTY CONC.
f HEAVY DUTY CONCRETE
(115PACES)
' :p. " L ji' - D .- HEAW DUTY DUMPSTER PAD PRF1,000GALLONK\\
ANE AN
2 I 4" WIDE WHITE �/ -
PAINT STRIPE) "� •:• 0a „ 4"WIDE WHITE PAVEMENT
or I �" .D g'� f PAINT STRIPE
� D s-
rO
6' - PROPOSED MENU AND
I _--- '_> '-- CONFIRMATION SIGN
OD'.r \
gl8 .° 9d.ry. (FIELD LOCATE WITH 5 TRAILER PARKING
CA920 "� PROPOSED `ti OWNER DURING SPACES (10'x50')
N F MANGLES' ptih �y . CONSTRUCTION) 7qL \
1 3,400±S.F. 2 1\
FIFE = 37.50 H/C RAMP (1:12 MAX SLOPE),
\ TRANSITION FROM 30" TO 24"
CONCRETE CURB AND GUTTER
\ OVER 10' SPAN (TYPICAL)
� `-SEW
SURVEY CONTROL PVCS
NAIL & CAP (BB1) ER FORCE MAIN 14'
NC GRID (NAD83 - 2011)
N=645680.2481 PROPOSED S 26'41'39" W EIP
E=2568031.0349 STOP SIGN 20.08'
Z=32.04(NAVD88 - GEOIDI2B) 6'X25' TAPER (TYP) Po
CONNECT FLUSH TO CURBB &G30" & GUTTER ST R
i EXISTING ASPHALT
\ 4" WIDE DOUBLE YELLOW
\, THERMOPLASTIC LINE A 1S' I
24" WIDE WHITE
STOP BAR
TRUNCATED DOMES (TYPICAL)
9� o CONCRETE WHEEL H/C SIGN (VAN ACCESSIBLE) 12' WIDE LANDSCAP
PS (TYP) (REFER TE BUFFER
m' °e - STOO w. - 5
- DETAIL FOR REQUIRED FLUSH CURB 10 (REFER LANDSCAPE PLAN
PLACEMENT) 7' RAMP H/C SIGN '
44 74FOR PLANTING REQUIREMENTS
14' 1 20' 10' 10' 10' 10' 10' o
OR..o - °: - ° __ _ C- � ?'y 26' 20.5'
CONCRETE
-- - - \�O LIGHT ASPHALT
�O.
2
HEAVY DUTY
PAVEMENT I d� Ip. $(� Ip. � I----------1
I
- ----- I• R3 - ,tD "%. - - ( 12'x4O'
I
WHITE PAINTED 1 S• 8• 8• 8• r , �® y.,D - I LOADING AREA �I
DIRECTIONAL I �_ -.! �� ° 24" CURB AND GUTTER Lf _ _ - _ _ - - J
ARROW (TYP)
III_ ON SITE (TYPICAL)
4" WIDE WHITE BACK
o o_ PAINTSTRIPE �, 40'FRONTYAR� 4'
I �� S' �� HEAVY DUTY B'
24" CURB AND GUTTER PAVEMENT
4" DOUBLE YELLOW a� 4" SINGLE SOLID WHITE ON SITE (TYPICAL)
q�,, H SOLID STRIPES - PAINTED UNE(S) (TYPICAL)
I 1't Ot OS'
FREESTANDING
SIGN
in in TRANSITION FROM 30" TO 24"
CONCRETE CURB AND GUTTER
OVER 10' SPAN (TYPICAL)-
30" CONCRETE CURB
C1 AND GUTTER WITHIN
w R/W (TYPICAL)
LIGHT DUTY ASPHALT 24" CURB AND GUTTER "=
PROPOSED �
30" NCDOT STD. (TYP.) ON SITE (TYPICAL)
CURB &GUTTER STOP SIGN
TURN DOWN
CURB OVER 2' TURN DOWN CURB
(TYP) OVER 2' (TYP)
6'X25'TAPER (TYP)
6'X25' TAPER P
29'
N
URB AND GUTTER
ON SITE (TYPICAL)
LIGHTDUTY TY ASPHALT
(TYP)
CONCRETE
TRANSFORMER PAD
(REFER TO ELECT.
PLANS)
aN
SITION FROM 30"
TO 24" CONCRETE CURB
AND GUTTER OVER 10'
SPAN (TYPICAL)
30" NCDOT STD.
CURB & GUTTER
TURN DOWN
CURB OVER 2'
/o `(TYP)
WHITE
PAINTED
DIRECTIONAL
ARROW (TYP)
4' D
CONNECT FLUSH TO
EXISTING ASPHALT -
Vicinity Map
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c0 > •0 O N
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to iflN��P * •.='C
rn �
Q
TAPER (TYP)
(TY) 2 WI E WHITE
CONNECT FLUSH TO STOP BAR
EXISTING ASPHALT
94'cam- - - --- -\
CONNECT FLUSH TO -
4"WIDE WHITE THERMOPLASTIC WHITE _ BRAGAW EXISTING ASPHALT
MINI-SKIP THERMOPLASTIC
- THERMOPLASTIC �- - -__ - __ LANE ���
LINES\,\ \
PAINT ARROW (D.B. 1570 PG, 617 \ \ \ \�,_ INSTALL NEW THERMOPLASTIC ,
1`,.. 4" WIDE SOLID WHITES ) (120 r R/W) DOUBLE YELOW PAINT STRIPING '
_ THERMOPLASTIC TURN -LANE LINE r (COORDINAY: WITH NCD aT PRIOR Owner / Developer
_ \�" (44'.5 EOP/Epp) TO PERFOIMING ANY WORK
General Notes: INSTALL NEW THERMOPLASTIC STRIPING FOR -WITHIN THE RIGHT-OF-WAY)
TURN LANE (COORDINATE WITH NCDOT PRIOR
1. NCDOT DRIVEWAY APPROVAL IS REQUIRED THROUGH THE NCDOT DISTRICT OFFICE. TO PERFORMING ANY WORK WITHIN THE
2. CONTACT NORTH CAROLINA ONE -CALL CENTER, INC. (NC ONE -CALL) AT 811 TO HAVE ALL UNDERGROUND RIGHT-OF-WAY)
UTILITIES LOCATED PRIOR TO EXCAVATING OR TRENCHING.
3. ALL REQUIRED IMPROVEMENTS SHALL CONFORM TO THE LATEST EDITION OF THE TOWN OF CHOCOWINITY, - - - - - - - - - - - - --
LOCAL UTILITY COMPANY, AND NCDOT STANDARDS AND REGULATIONS.
4. CONTRACTOR SHALL CONTACT THE TOWN OF CHOCOWINITY PUBLIC WORKS DEPARTMENT PRIOR TO
CONSTRUCTION TO SCHEDULE AN ON -SITE MEETING WITH A REPRESENTATIVE OF THE TOWN TO DISCUSS
WATER AND SEWER SERVICE CONNECTIONS AND INSPECTION REQUIREMENTS FOR THE PROPOSED STEP TANK.
5. NO PORTIONS OF THIS PROPERTY ARE LOCATED IN A FLOOD ZONE (AREA DETERMINED TO BE OUTSIDE THE
0 2%ANNUAL CHANCE FLOOD PLAIN) AS SHOWN ON THE FEMA FLOOD INSURANCE RATE MAP NUMBER
EIP
WHITE PAINTED \
DIRECTIONAL
ARROWS (TYP)
t
REDCO PROPERTIES, LLC
- - 335 N. QUEEN STREET
KINSTON, NC 28502
CONTACT: BRAD MERCER
PHONE: [phone]
-------------- `' I
------------ Zoning Note:- Civil Engineer
- - - VARIANCE REQUEST WAS APPROVED BY THE TOWN OF CHOCOWINITY BOARD OF
3720566400J, EFFECTIVE MAY 15, 2003.
Parking Requirements:
6.
ELECTRIC AND TELEPHONE UTILITIES SHALL BE INSTALLED UNDERGROUND.
y�•
PARKING REQUIRED: RESTAURANT-
7.
PAVEMENT SECTIONS ARE AS INDICATED ON THE DETAIL SHEETS.
��
30 SPACES+
8.
PROVIDE ALL NECESSARY SIGNAGE FOR HANDICAP PARKING.
W
1 SPACE PER 3 SEATS+ 1 SPACE PER 3 EMPLOYEES
9.
PARKING LOT SHALL BE STRIPED IN ACCORDANCE WITH PLAN.
Q
1 SPACES x 77 SEATS/3 + 1 SPACE x 12 EMPLOYEES/3 60 SPACES
10
REFER TO ARCHITECTURAL PLANS FOR BUILDING DIMENSIONS.
v A,
TOTAL RE UIRED PARKING 60 SPACES
Q
11.
REFER TO M.E.P. PLANS FOR COORDINATION OF BUILDING UTILITY SERVICES.
�Q
REQUIRED HANDICAP PARKING: 3 SPACES
12.
CONTRACTOR SHALL STOCKPILE TOPSOIL FOR USE IN LANDSCAPE AREAS.
N i
13.
STORMWATER MANAGEMENT FOR THIS SITE IS REQUIRED.
Regulatory Agencies:
14.
THIS PROJECT DISTURBS MORE THAN 1 ACRE. EROSION CONTROL PLAN APPROVAL IS REQUIRED.
Planning & Zoning
NCDOT
15.
REFUSE COLLECTION SHALL BE PROVIDED BY PRIVATE SERVICE.
16.
ALL DIMENSIONS ARE TO BACK OF CURB UNLESS OTHERWISE NOTED.
THE MID -EAST COMMISSION NCDOT HIGHWAY DIV. 2, DISTRICT 1
1502 N. MARKET STREET
1701 WEST. 5TH STREET
17.
A REDUCED PRESSURE PRINCIPAL BACKFLOW DEVICE IS REQUIRED ON THE DOMESTIC WATER SERVICE.
WASHINGTON, NC 27889
WASHINGTON, NC 27889
CONTACT NOLA ROBERTS
CONTACT GENE PITTMAN
18. SITE SHALL MEET ALL RELATED ACCESSIBILITY CODE REQUIREMENTS.
19. CONTRACTOR SHALL PROVIDE AND MAINTAIN TRAFFIC CONTROL MEASURES IN ACCORDANCE WITH THE
NCDOT STANDARDS, AND AS REQUIRED BY LOCAL AGENCIES WHEN WORKING IN AND/OR ALONG STREETS,
ROADS, HIGHWAYS, ETC. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO OBTAIN APPROVAL AND
COORDINATE WITH THE LOCAL AND/OR STATE AGENCIES REGARDING THE NEED, EXTENT, AND LIMITATIONS
ASSOCIATED WITH INSTALLING AND MAINTAINING TRAFFIC CONTROL MEASURES.
20. LIGHTPOLES ARE SHOWN FOR REFERENCE AND COORDINATION WITH UTILITIES AND LANDSCAPING.
LOCATIONS SHOWN ARE APPROXIMATE. REFER TO ARCHITECTURAL DRAWINGS FOR SITE LIGHTING AND
ELECTRICAL PLANS FOR DESIGN AND EXACT LOCATIONS.
PHONE: [phone]
PHONE: [phone]
Erosion Control
Stormwater
NCDEQ WASHINGTON REGIONAL OFFICE
NCDEQ WASHINGTON REGIONAL OFFICE
943 WASHINGTON SQUARE MALL
943 WASHINGTON SQUARE MALL
WASHINGTON, NC 27889
WASHINGTON, NC 27889
CONTACT: J. RANDALL JONES
CONTACT: CARL DUNN
PHONE: [phone]
PHONE: [phone]
Pavement Legend:
HEAVY DUTY CONCRETE
CONCRETE SIDEWALK
"D 6-
HEAVY DUTY ASPHALT
LIGHT DUTY ASPHALT
ADJUSTMENTS ON OCTOBER 29TH TO ALLOW PARKING TO BE INSTALLED IN THE
ARK CONSULTING GROUP, PLLC.
FIRST 15 FEET OF THE FRONT PROPERTY LINE SETBACK.
2755-B CHARLES BLVD.
GREENVILLE, NC 27858
Survey Note:
CONTACT: BRIAN O'KANE, PE
PHONE: [phone]
BOUNDARY AND TOPOGRAPHIC INFORMATION SHOWN HEREON WAS PREPARED
Surveyor
BY BARROW AND BARROW, P.A., AS SHOWN CN DRAWING ENTITLED EXISTING
CONDITIONS AND TOPOGRAPHIC SURVEY, PROPOSED BOJANGLES' RESTAURANT,
BARROW & BARROW, P.A.
CHOCOWINITY, DATED OCTOBER 15, 2019, AT -ACHED TO THIS DRAWING SET FOR
115 HERITAGE CROSSING
SNOW HILL, NC 28580
REFERENCE.
CONTACT: DARRYL BARROW, PLS
SHEET INDEX
PHONE: [phone]
Site Data:
TOTAL ACREAGE IN SITE:
1.86± AC.
GPIN:
5664-85-0949
CURRENT ZONING:
B-2
GROSS FLOOR AREA:
3,400 S.F
BUILDING LOT COVERAGE:
0% EXIST., 4.2% PROPOSED
BUILDING HEIGHT IN FT. & STORIES:
22'-5 Z' (1 STORY)
TOTAL NO. OF PARKING SPACES REQUIRED:
60 SPACES (INCL 3 HC)
TOTAL NO. OF PROPOSED PARKING SPACES:
67 SPACES (INCL. 3 HC)
TOTAL SQ. FEET OF EXIST. IMPERVIOUS AREA:
0 SF
PROPOSED IMPERVIOUS (TRANSPORTATION):
44,610 SF
PROPOSED IMPERVIOUS (BUILDING):
3,416 SF
TOTAL PROPOSED IMPERVIOUS:
48,026 SF
DISTURBED ACREAGE:
2.50 AC.
REFERENCES:
DEED BOOK 1270, PAGE 434
ADDRESS:
BRAGAW LANE
Architect
Sheet No. C-1 Site Plar DUNN & DALTON ARCHITECTS
Sheet No. C-2 Demolition and Erosion Control Plan 401 NORTH HERRITAGE STREET
Sheet No. C-3 Utility Pion 1 KINSTON, NC 28501
Sheet No. C-4 Gradin and Drainage Pla CONTACT:AMYPERRY
g g ;tECEI VEt� kid 1 2 19 PHONE: [phone]
Sheet No. C-5 Landscaping Plan Contractor
Sheet No. C-6 Erosion Control Details
Sheet No. C-7 Erosion Control Details
Sheet No. C-8 Details
Sheet No. C-9 Details
Survey 1 Sheet
(BARROW AND BARROW, P.A. - Surveyor)
BoBUILDERS, LLC
335 N. QUEEN STREET
KINSTON, NC 28502
CONTACT: TILLMAN CARTER
PHONE: [phone]
20' 0 10, 20'
SCALE 1 inch = 20 ft
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Project Manager. BTO
Drawn By: EW
Checked By: STA
Project Number: 19041
Drawing Number. D-1183
C-1
Date: 11-01-2019
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2'
(-------- -I
12'x4O'
' LOADING AREA a_
24" CURB AND GUTTER L�- - - - - - - J
ON SITE (TYPICAL)
BACK -
=FRONT YARD ��
HEAVY DUTY
24" CURB AND GUTTER PAVEMENT
ON SITE (TYPICAL)
q3, y
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Vicinity Map
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s 1� 0
NN N
I
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12' WIDE LANDSCAPE BUFFER \
10 (REFER TO LANDSCAPE PLAN
FOR PLANTING REQUIREMENTS
0 26' 20.5'
10'
10'
O
10,
10'
10'
1s N � ;cti
TRANSITION FROM 30" TO 24"
CONCRETE CURB AND GUTTER
OVER 10' SPAN (TYPICAL)
30" CONCRETE CURB
C1 AND GUTTER WITHIN
w R/W (TYPICAL)-�
LIGHT DUY ASPHALT 24" CURB AND GUTTER - 'N"-
IPA
(TYP.) ON SITE (TYPICAL) PROPOSED
STOP SIGN
TURN DOWN CURB
OVER 2' (TYP)
6'X25' TAPER (TYP)
2W
17.
A REDUCED PRESSURE PRINCIPAL BACKFLOW DEVICE IS REQUIRED ON THE DOMESTIC WATER SERVICE.
WASHINGTON, NC 27889
WASHINGTON, INC 27889
BUILDING HEIGHT IN FT. &STORIES:
22'-51" (15TORY)
1
Sheet No. C-7
Erosion Details
18.
SITE SHALL MEET ALL RELATED ACCESSIBILITY CODE REQUIREMENTS.
CONTACT: NOLA ROBERTS
PHONE: [phone]
CONTACT: GENE PITTMAN
PHONE: [phone]
TOTAL NO. OF PARKING SPACES REQUIRED:
60 SPACES (INCL 3 HC)
Sheet No. C-8
..ontrol
Details
TOTAL NO. OF PROPOSED PARKING SPACES:
67 SPACES (INCL 3 HC)
19.
CONTRACTOR SHALL PROVIDE AND MAINTAIN TRAFFIC CONTROL MEASURES IN ACCORDANCE WITH THE
Erosion Control
Stormwater
TOTALSE FEET OF EXIST. :
Sheet No. C-9
Details
NCDOT STANDARDS, AND AS REQUIRED BY LOCAL AGENCIES WHEN WORKING IN AND/OR ALONG STREETS,
RANSP RTATION)OUS
PROPOSED IMPERVIOUS (TRANSPORTATION):
44,610 SF
44,
ROADS, HIGHWAYS, ETC. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO OBTAIN APPROVAL AND
NCDEQ WASHINGTON REGIONAL OFFICE
NCDEQ WASHINGTON REGIONAL OFFICE
PROPOSED IMPERVIOUS (BUILDING):
3,416 SF
COORDINATE WITH THE LOCAL AND/OR STATE AGENCIES REGARDING THE NEED, EXTENT, AND LIMITATIONS
943 WASHINGTON SQUARE MALL
943 WASHINGTON SQUARE MALL
TOTAL PROPOSED IMPERVIOUS:
48,026 SF
Survey
1 Sheet
ASSOCIATED WITH INSTALLING AND MAINTAINING TRAFFIC CONTROL MEASURES.
WASHINGTON, NC 27889
WASHINGTON, NC 27889
DISTURBED ACREAGE:
2.50 AC.
20.
LIGHTPOLES ARE SHOWN FOR REFERENCE AND COORDINATION WITH UTILITIES AND LANDSCAPING.
CONTACT: J. RANDALLJONES
CONTACT: CARL DUNN
REFERENCES:
DEED BOOK 1270, PAGE 434
(BARROW AND BARROW, P.A. - Sirveyor)
LOCATIONS SHOWN ARE APPROXIMATE. REFER TO ARCHITECTURAL DRAWINGS FOR SITE LIGHTING AND
PHONE: [phone]
PHONE: [phone]
ADDRESS:
BRAGAW LANE
ELECTRICAL PLANS FOR DESIGN AND EXACT LOCATIONS.
Legend:
EXISTING
PROPOSED
NO POINT SET
QGPS
CONTROL
EIS - EXISTING IRON STAKE
ERWM - EXISTING R/W MARKER
UTILITY POLE
®
WATER METER
H
WATER VALVE
N
FIRE HYDRANT
♦'
$
SEWER CLEANOUT
COS
$$
SEWER VALVE
CATCH BASIN
CBS
DROP INLET
■ DI
= OVERHEAD ELECTRIC
axe
- - S - - -=
SANITARY SEWER LINE
5
- - W - - NOT Q LINE
W
= SILT FENCE
5F
- -FO - - -=
UNDERGROUND FIBER OPTIC
- - UCT - - TELEPHONE
T
- -70- -
CONTOUR
70
FIRE MAIN / SERVICE
F
GAS MAIN / SERVICE
GAS
ROOF DRAIN
RD
=
STORM DRAIN
TEMPORARY DIVERSION DITCH
TOD
CONDUIT
CON
COMMUNICATION / TELEPHONE
cam
LIMIT OF DISTURBANCE
LOD
DEMO / TO BE REMOVED
0149.es
GROUND ELEVATION
X PG 22_00
TOP OF BACK OF CURB
X BC 22_00
TOP OF CONCRETE
X TC 22_00
TOP OF ASPHALT
X TA 22_DO
TOP OF SIDEWALK
X TW 22_00
ROCK INLET SEDIMENT TRAP
TRUNCATED DOMES
I
SPILL GUTTER
CONCRETE WHEEL STOP
ROCK CHECK DAM
CD
RIP RAP PAD
N 17'26'55" E
20.22'
N 1744'25' E
N/F
FRIEDMAN/RAVENWOOD, LLC
DB 1539, PG 001
TAX PIN 5664-75-7998
(ZONE B2)
20.26 EIP EIP N 17'30'48" E 290.04' m
NTH EIP----
40' INGRESS, EGRESS
& REGRESS EASEMENT
(DB 1720, PG 632)
(PLAT CABINET H, SLIDE 46-10)
N/F
FRIEDMAN/RAVENWOOD, LLC
DB 1539, PG 001
TAX PIN 5664-75-7998
(ZONE 62)
CONCRETE FLUME
(REFER TO DETAIL)
24" CURB AND GUTTER
ON SITE (TYPICAL)
\ TRANSITION FROM 30" TO 24"
CONCRETE CURB AND GUTTER
O OVER 10' SPAN (TYPICAL)
3" _ R f MA1
NAIL SURVEY CONTROL FV
AP ( BI) CSAN•SEWERFO
NC GRID (NAD83 - 2011) N�
N=645680.2481 PROPOSED S 26'41'39" W
E=2568031.0349 STOP SIGN 20.08'
Z=32.04(NAVD88 - GEOIDI2B) 6'X25'TAPER (TYP) 'Pao,
CONNECT FLUSH TO 30" NCDOT STD.
EXISTING ASPHALT CURB&GUTTER
\ 4" WIDE DOUBLE YELLOW
THERMOPLASTIC LINE T 25' I
14'
"/ 4 \l
973
� I
I / CONCRETE DUMPSTER PAD 12' WIDE LANDSCAPE BUFFER
1 PROPOSED STORMWATER WETLAND WITH OPAQUE ENCLOSURE (REFER TO LANDSCAPE PLAN7
(DESIGNED BY OTHERS) TO MATCH BUILDING. FOR PLANTING REQUIREMENTS ;
\ \ (REFER TO STORMWATER PERMIT NO SW7091119) (REFER TO ARCHITECTURAL
l� I PLANS)
I �' �..-..-..-..-..-.L----. ..-..-..-..-.._.. / SURVEY L
I j CO
LIGHT DUTY ASPHALT NAIL do CAP(BB
14C GRID (N
q I 28 I (TYP.) AD N=646140.1 2011)
E=2566004.44
GEOID728)
Q CONCRETE
SIDEWALK \
z I N \
Q N
w 2 � ITT' 18 'P3, se
W IVI N N
cc i q , WHITE PAINTED 24" CURB AND GUTTER - m °
4' SINGLE SOLID - DIRECTIONAL ON SITE (TYPICAL)
WHITE PAINTED 2 ARROW (TYP)------
_ -
a I STOP SIGN & LINE(S) (tYP) N ♦� ° .' ._ o '
ff
STOP BAR (TYP) \ R
(11 SPACES)
LANE HEAVY DUTY CONCRETE HEAVY DUTY CONC.
DRIVE
Z 4" WIDE WHITE f�. --�"- T-e�.e o HEAVY DUTY DUMPSTER PAD •a �' F1,000GALLON
J d PROPANE TANK
I I PAINT STRIPE rQ Z ' oy j -p t'i „ ! �' > _\ . 4" WIDE WHITE PAVEMENT
12'
! r o' PAINTSTRIPE
1
PROPOSED MENU AND
- 6 �•z �. -� CONFIRMATION SIGNS •'.r
(FIELD LOCATE WITH 5 TRAILER PARKING .r
o •. > OWNER DURING SPACES (10'x5O')
q20 PROPOSED, _ , h CONSTRUCTION)
F Own) MANGLES
ro w o. . 3,400±S.F. 2 '
FFE = 37.50 H/C RAMP (1:12 MAX SLOPE)
TRUNCATED DOMES (TYPICAL)
o CONCRETE WHEEL H/C SIGN (VAN ACCESSIBLE)
m ° STOPS (TYP) (REFER TO a
,N • -- DETAIL FOR REQUIRED FLUSH CURB v - -
T RAMP !!!
-� _42' ~ PLACEMENT) H/C SIGN ' - 44.74'
o _ - _ - �.
CONCRETE
SIDEWALK - O O O O LIGHT DUTY ASPHALT°
(TYP.) 92 £- ..,.
tia ( ti
HEAVY DUTY I � 9s �•rL � �7
PAVEMENT -- --- I?• Ip, $O Ip,
a --
I
WHITE PAINTED I S' 8• 8• 8' ® 'w.:
DIRECTIONAL
ARROW (TYP) I
I 4" WIDE WHITE
PAINT STRIPE Sa
4" DOUBLE YELLOW A -a 4" SINGLE SOLID WHITE
SOLID STRIPES PAINTED UNE(S) (TYPICAL)
I $t QS
FREESTANDING
SIGN
30" NCDOT STD.
CURB & GUTTER
TURN DOWN
CURB OVER 2'
(TYP)
'L WHITE PAINTED'--_,
6'X25' TAPER (TYP)
DIRECTIONAL
'------
24" WIDE WHITE ARROWS (TYP)
CONNECT FLUSH TO
31STOP BAR
EXISTING ASPHALT
25' --__-
94,
i
MA ---"WHITE
4" WIDE WHITE THERMOPLASTIC
THERMOPLASTIC -___
BRAGA W LANE
MINI -SKIP LINES
PAINT ARROW �_--
T� pp C_- _
(JJ.JJ. 1570, PG. 617) (120' R/
4" WIDE SOLID WHITE �b
THERMOPLASTIC TURN -LANE LINE
'
(44.5' EOP/EOP)
General Notes: -
INSTALL NEW THERMOPLASTIC STRIPING FOR
TURN LANE (COORDINATE WITH PRIOR
1.
NCDOT DRIVEWAY APPROVAL IS REQUIRED THROUGH THE NCDOT DISTRICT OFFICE. �.
THE
TO PERFORMING ANY WORK WITHINHIN THE
RIGHT-OF-WAY) f
2.
CONTACT NORTH CAROLINA ONE -CALL CENTER, INC. (NC ONE -CALL) AT 811 TO HAVE ALL UNDERGROUND
UTILITIES LOCATED PRIOR TO EXCAVATING OR TRENCHING.
3.
ALL REQUIRED IMPROVEMENTS SHALL CONFORM TO THE LATEST EDITION OF THE TOWN OF CHOCOWINITY,
- - - - - - - - - _ _ -
LOCAL UTILITY COMPANY, AND NCDOT STANDARDS AND REGULATIONS.
4.
CONTRACTOR SHALL CONTACT THE TOWN OF CHOCOWINITY PUBLIC WORKS DEPARTMENT PRIOR TO
CONSTRUCTION TO SCHEDULE AN ON -SITE MEETING WITH A REPRESENTATIVE OF THE TOWN TO DISCUSS
WATER AND SEWER SERVICE CONNECTIONS AND INSPECTION REQUIREMENTS FOR THE PROPOSED STEP TANK.
S.
NO PORTIONS OF THIS PROPERTY ARE LOCATED IN A FLOOD ZONE (AREA DETERMINED TO BE OUTSIDE THE
AS SHOWN ON THE FEMA FLOOD INSURANCE RATE MAP NUMBER
24 CURBANDGUTIER
ON SITE (TYPICAL)
LIGHT DUTY ASPHALT
[TYP-)
\
CONCRETE
TRANSFORMER PAD
(REFER TO ELECT.
PLANS)
TRANSITION FROM 30"
TO 24" CONCRETE CURB
AND GUTTER OVER 10'
SPAN (TYPICAL)
30" NCDOT STD.
CURB & GUTTER
TURN DOWN
CURB OVER 2'
(TYP)
6'X25' TAPER (TYP)
WHITE ----- - E
PAINTED
DIRECTIONAL
ARROW (TYP)
CONNECT FLUSH TO
EXISTING ASPHALT
24' WIDE WHITE
STOP BAR
-
CONNECTFLUSHTO
EXISTING ASPHALT
INSTALL NW THERMOPLASTIC � /
DOUBLEYEL.OW PAINT NCDSTRIPINGPRIOR
Owner / Developer
\ \ (COORDINATE WITH NCDOT PRIOR �
TO PERFCIMING ANY WORK
-WITHIN TIE RIGHT-OF-WAY) REDCO PROPERTIES, LLC
- 335 N. QUEEN STREET
- - - - - KINSTON, NC 28502
CONTACT: BRAD MERCER
- - - - - - PHONE: [phone]
Zoning Note:
- - - - - - - Civil Engineer
- - - VARIANCE REQUEST WAS APPROVED BY THE TOWN OF CHOCOWINITY BOARD OF
EIP
0.2%ANNUAL CHANCE FLOOD PLAIN),
3720566400J, EFFECTIVE MAY 15, 2003. Parking Requirements:
6. ELECTRIC AND TELEPHONE UTILITIES SHALL BE INSTALLED UNDERGROUND. L PARKING REQUIRED: RESTAURANT-
7. PAVEMENT SECTIONS ARE AS INDICATED ON THE DETAIL SHEETS. w 30 SPACES+
8. PROVIDE ALL NECESSARY SIGNAGE FOR HANDICAP PARKING. Gi J ti
, 1 SPACE PER 3 SEATS + 1 SPACE PER 3 EMPLOYEES
9. PARKING LOT SHALL BE STRIPED IN ACCORDANCE WITH PLAN. � 1 SPACES x 77 SEATS / 3 + 1 SPACE x 12 EMPLOYEES / 3 60 SPACES
10. REFER TO ARCHITECTURAL PLANS FOR BUILDING DIMENSIONS. 1 ,Q TOTAL REQUIRED PARKING: 60 SPACES
11 REFER TO M E P PLANS FOR COORDINATION OF BUILDING UTILITY SERVICES S
ADJUSTMENTS ON OCTOBER 29TH TO ALLOW PARKING TO BE INSTALLED IN THE
ARK CONSULTING GROUP, PLLC.
FIRST 15 FEET OF THE FRONT PROPERTY LINE SETBACK.
2755-B CHARLES BLVD.
GREENVILLE, NC 27858
Survey Note:
CONTACT: BRIAN O'KANE, PE
PHONE: [phone]
BOUNDARY AND TOPOGRAPHIC INFORMATION SHOWN HEREON WAS PREPARED
Surveyor
BY BARROW AND BARROW, P.A., AS SHOWN ON DRAWING ENTITLED EXISTING
CONDITIONS AND TOPOGRAPHIC SURVEY, PROPOSED BOJANGLES' RESTAURANT,
BARROW & BARROW, P.A.
CHOCOWINITY, DATED OCTOBER 15, 2019, ATTACHED TO THIS DRAWING SET FOR
115 HERITAGE CROSSING
SNOW HILL, NC 28580
REFERENCE.
CONTACT: DARRYL BARROW, PLS
SHEET INDEX
PHONE: [phone]
Architect
& REQUIRED HANDICAP PARKING: 3 SPACES Sheet No. C-J. Site Plan
12. CONTRACTOR SHALL STOCKPILE TOPSOIL FOR USE IN LANDSCAPE AREAS. 401 N &DAL ER ARCHITECTS
'� � Sheet No. C-2 Demoliton and Erosion Control Plan 401 NORTH HERRITAGE STREET
13. STORMWATER MANAGEMENT FOR THIS SITE IS REQUIRED. Regulatory Agencies: Site Data: KINSTON, NC 28501
14. THIS PROJECT DISTURBS MORE THAN 1ACRE. EROSION CONTROL PLAN APPROVAL IS REQUIRED. Sheet No. C-3 Utility Plan
TOTAL ACREAGE IN SITE: 1.86± AC. CONTACT: AMY PERRY
Planning & Zoning NCDOT GPIN: 5664-85-0949 Sheet No. C-4 Gradingand Drainage Plan PHONE: [phone]
15. REFUSE COLLECTION SHALL BE PROVIDED BY PRIVATE SERVICE. THE MID -EAST COMMISSION NCDOT HIGHWAY DIV.2,DISTRICT I CURRENT ZONING: B-2 Sheet No. C-5 Landsca3ing Plan Contractor
16. ALL DIMENSIONS ARE TO BACK OF CURB UNLESS OTHERWISE NOTED. 1502 N. MARKET STREET 1701 WEST. STH STREET GROSS FLOOR AREA: 3,400 S.F
BUI LDINGLOTCOVERAGE 0%EXIST 42%PROPOSED an No C-6 Erosion Control Details BOBUILDERS,LLC
33S N. QUEEN STREET
KINSTON, NC 28502
CONTACT: TILLMAN CARTER
PHONE: [phone]
20' 0 10' 20
SCALE 1 inch = 20 ft
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Project Manager.
BTO
Drawn By:
EW
Checked By:
STA
Project Number.
19041
Drawing Number:
D-1183
C-1
Date: 11-01-2019

"SITE
WASHINGTON
N
\ Ri�FR
\ _J
CHOCOWINITY
BAY
W 33 \ \
NOT TO SCALE
INDEX
CV-01 COVER SHEET
C-01 EXISTING CONDITIONS
C-02 OVERALL SITE PLAN
C-03 SITE/UTILITY PLAN
C-04 GRADING/DRAINAGE PLAN
C 05 EROS/ON &SED/MENTAT/ON CONTROL PLAN
D-01 UTILITY DETAILS
D-02 MISCELLANEOUS DETAILS 1
D-03 MISCELLANEOUS DETAILS 2
D-04 EROSION & SEDIMENTATION CONTROL DETAILS
SITE INFORMATION
LOCATION: .. . . . . . . . . . . . . .
. NW QUADRANT NC 33 & SR 1142
BRAGAW LANE
CHOCOWINITY, NC 27817
COUNTY:. . . . . . . . . . . . .
. BEAUFORT COUNTY
PIN: . . . . . . . . . . . . . . . .
. 11015049
GPI N: . . . . . . . . . . . . .
. 5664-85-0844
ACCT_N BR : . . . . . . . . . . . . . .
. 880777
MAP SHEET . . . . . . . . . . . . . .
.566412
DB/PG . . . . . . . . . . . . . . . .
.1539/0001
ZONING: . . . . . . . . . . . . . . . .
. B-2
ACREAGE . . . . . . . . . . . . . . .
.1.86 AC
SETBACKS:
FRONT YARD . . . . . . .
. . . . . . . .40'
SIDE YARD . . . . . . . .
. . . . . . .15'
BUILDING DATA:
PROPOSED USE: . . . . . . . . . . . .RESTAURANT
TOTAL BUILDING SIZE:. . . . . . . . . .3,847 SQ. FT.
BUILDING HEIGHT: . . . . . . . . . . . .20'
PARKING PROVI
REGULAR 9x19. . . . . . . .
. . .63
TRUCK . . . . . . . . . . . . . .
. . . 15
H.C. (REGULAR) . . . . . . . . .
. . . .2
H.C. (VAN ACCESSIBLE). . . .
. . . .1
DRIVE THRU STACKING . . . .
. . . .6
LOADING AREA . . . . . . . . .
. . . .1
TOTAL: . . . . . . . . . . . . .
. . . .71
FLOOD PANEL MAP #. . . . . . . . .3720566400J
IMPERVIOUS AREA:. . . . . . . . . . .51,385 S.F./1.18 Ac. (63%)
LANDSCAPE / GRASS AREA:. . . . . .29,621 S.F./O.68 Ac. (37%)
TOTAL AREA DISTURBED: . . . . . . . .2.15 Ac.
Architect:
Dunn & Dalton Architects
401 W. Heritage Street
Kinston, NC 28501
252.527.1523 (v)
252.527.0049 (f)
Contact: Drew Dalton
Contractor:
BoBUILDERS, LLC
335 N. Queen Street
Kinston, INC 28502
252.208.2223 (v)
252.527.9445 (f)
Contact: Tillman Carter
GOVERNING AGENCIES:
NCDOT
NCDOT DIV 2, DIST 1
1701 W 5TH STREET
WASHINGTON, NC 27889
[phone]
CONTACT: WOODY JARVIS, PE
PI ANNINr/70NINr
MID -EAST COMMISSION
1385 JOHN SMALL AVENUE
WASHINGTON, NC 27889
[phone] (P)
[phone] (F)
CONTACT: BRYANT BUCK
EROSION CONTROL:
NCDENR REGIONAL OFFICE
943 WASHINGTON SQUARE MALL
WASHINGTON, NC 27889
[phone]
CONTACT: PAT McCLAIN, PE
STORMWATER
NCDENR REGIONAL OFFICE
943 WASHINGTON SQUARE MALL
WASHINGTON, NC 27889
[phone]
CONTACT: AL HODGE
UTILITY AGENCIES:
WATER
CHOCOWINITY PUBLIC WORKS
3391 HWY 17 SOUTH
CHOCOWINITY, NC 27817
[phone]
CONTACT: JEFF HADDOCK
SEWER
CHOCOWINITY PUBLIC WORKS
3391 HWY 17 SOUTH
CHOCOWINITY, NC 27817
[phone]
CONTACT: JEFF HADDOCK
ELECTRIC
PROGRESS ENERGY
103 EXECUTIVE PARKWAY
NEW BERN, NC 28562
800 452-2777 0
CONTACT: BRUCE NOBLES
[e-mail]
TELEPHONE
EMBARQ
3718 HWY 264 EAST
WASHINGTON, NC 27889-7234
[phone]
CONTACT: STEPHEN WOOLARD
BOJANGLES' PAVEMENT SECTIONS I
HEAVY FLEXIBLE PAVEMENT FLEXIBLE PAVEMENT
,UTY LIGHT •• , UTY
NOT TO
ALE
ASPHALT - ASPHALT :
8" CABC 6" CABC
it
M--O
COMPACTED- COMPACTED-
1 IIF i
D
(DUMPSTER PAD
(SIDEWALKS & H.C. RAMPS)
& LOADING AREA)
LIGHT DUTY
HEAVY DUTY
RIGID PAVEMENT
RIGID PAVEMENT
NOT TO SCALE
NOT TO SCALE
4,000 PSI CONC.
3,000 PSI CONC.
0 28 DAYS • • ; ' '::.
0 28 DAYS
6" THICK ^ ..a..,..
. .: ,
4° THICK
6" CABC
COMPACTSUBGRADED
�I
COMPACTED -, II�
SUBGRADE
NOTES:
1. ON HEAVY DUTY RIGID PAVEMENT, STONE MAY BE OMITTED
® THE OWNER'S DISCRETION, PENDING SATISFACTORY SOIL
TESTING RESULTS.
Owner:
REDCO Properties, LLC
335 N. Queen Street
Kinston, NC 28502
252.522.0191 (v)
Contact: Brad Mercer
General Notes:
1. Topographical data performed by Barrow & Barrow.
Site Benchmark is a new iron pipe located at (N) 513,090,.2452, (E) 2,644,760.3554,
At the (SE) corner of property 654,143,411,200.
Reference horizontal datum is NAD 83.
Contours shown hereon are from an actual field survey. Boundary information
supplied by owner and shown for reference only. Consult PLS for actual boundary data.
2. The contractor shall notify and cooperate with all utility companies or firms having facilities
on or adjacent to the site before disturbing, altering, removing, relocating, adjusting or
connecting to said facilities. The Owner shall pay all costs in connection with alteration of or
relocation of any existing facilities.
3. All excavation is unclassified and shall include all materials encountered.
4. All structural fill material shall be free of all sticks, rocks, and clumps of mud.
5. Unusable excavated materials and all waste resulting from clearing and grubbing shall be
disposed of off -site by the contractor in an approved solid waste landfill.
6. The proposed buildings will NOT be sprinkled.
7. There are existing underground gas, water, sewer, electrical, and FIBER OPTIC on -site or
within close proximity. CONTRACTORS shall dig with extreme caution.
8. Concrete Sub shall be responsible for all score joints and expansion joints. Should a
question arise about the proposed pattern consult with the engineer prior to pouring.
9. Contractor to furnish all pavement markings as shown.
10. Location of underground utilities are approximate and must be field verified. Contact the
NC One Call Center at least 48 hours prior to digging ® 1.800.632.4949. Steve Barrow, PLS
has only located the utilities that are above ground at the time
of field survey. Underground lines shown hereon are approximate or as reported by
various responsible parties. The surveyor does not guarantee that any underground
structures such as utilities, tanks and pipes are located hereon.
11. All pipe lengths are horizontal distances and are approximate.
12. All work shall comply with all applicable codes, regulations, and/or local standards imposed
by local utility and The Town of Chocowinity, and NCDOT.
13. All construction and materials shall meet The Town of Chocowinity Specifications and
Standards, latest edition. All work within NCDOT right-of-way shall meet the specifications
and standards of NCDOT.
14. All concrete pipe is to be ASTM C-76, Class III with ram-nek.
15. This property is not located in a Flood Hazard Zone per FEMA Map. FEMA Community
Map #: 3720566400J , dated May 15, 2003.
16. All lot dimer.s?ons shown are approximate. Consult the boundary survey of actual site
-ry it r� ion.
17. Wetlands are esent on site. See C-01 for survey existing wetlands.
18. the Co si e for all work zone tra is co ro in or adjacent to NCDOT
right-of-way. All signs, pavement markings and other traffic control devices shall conform
to the Manuil on Uniform Traffic Control Devices (MUTCD), latest edition.
19. Prior to placing CABC stone base, the Contractor should notify the Project Engineer to
inspect and proof roll the subgrade. Any stone place without prior approval will be the sole
responsibility of the Contractor.
20. DESIGN/FIELD CONDITIONS quite easily may vary from that represented in the initial
soils report and/or topographical report. Isolated areas may show up weak and adverse
soils or groundwater conditions may be discovered that were not revealed during the initial
soils investigation. Therefore, the Owner/Client is to be aware that Stocks Engineering,
P.A. will not and cannot be held responsible for any failures to either a street or parking lot
pavement design unless we can be fully and totally involved in the construction process
which may include, but may not necessarily be limited to, testing subgrade and base
density, engaging the Design Engineer for the evaluation of the subgrade and for the
observation of proof rolling subgrade and base at various steps of construction, opportunity
for the Design Engineer to call in a soils engineer for consultation and advice, etc. - steps
which taken altogether with the initial design shown on the plans, constitute the complete
design of the road, street of parking area (private or public). The Design Engineer must be
given the full latitude and opportunity to complete the design by fully participating in the
constriction process. Plan design is a small portion of the Design and cannot be
separated from the construction process if the Owner's/Client's desire is to have the Design
Engineer stond behind the completed designed project.
21. All utility services, (power, telephone, cable, etc.) are proposed to be underground. Do not
seed or n : !.:h disturbed areas until all underground utilities have been installed.
22. Site light po,:s are shown for general location only. Actual location, height, and specs to be
verified with Ar.:hitectural plans or Lighting consultant.
23. Property is to br, served by the Town of Chocowinity (water & sewer).
24. The building ettack lines shown on this plat are for the Engineer's use in establishing
minimum lot :rontages at the setback line and for reserving sufficient building area.
Building Contr::: tors are to verify lot line setbacks before setting forms or digging footings.
25. Regulatory signs, :tops signs and street name signs shall be manufactured from high
intensity renect:ve. .materials.
26. All excess ;, nFoi' and unclassified excavation is to be hauled off -site, unless otherwise
directed b,, ",;. owner.
27. All site cnstruction must be inspected by The Project Engineer at the following stages:
A. Completion of grading subgrade prior to placing Stone Base.
B. Completion of Stone placement prior to paving.
C. Final inspection when all work is complete.
28. The surveyor did not visibly see any cemeteries in any open areas unless otherwise noted.
29. This property does not depict encumbrances that are found during a thorough title search.
30. Concrete Sub shall be responsible for all score joints and expansion joints.
31. All HVAC units for the proposed building will be located on the roof.
32. All curb and titter to be 24" standard curb and gutter. All curb and Gutter within NCDOT
or Town of C6ocowinty R/W shall be 30" standard.
33. All curb and gutter and sidewalk concrete is to be minimum 3,000 psi at 28 days, air
entrained.
34. All dimensio- are to face of curb unless indicated otherwise.
35. Provide handicap signs, marking and ramps as shown.
36. Handicap ramps are to meet "ADA Accessibility Guidelines for Buildings and Facilities" as
detailed in the Federal Register, Volume 56, Number 144 dated July 26, 1991, rules and
regulations activated January 26, 1992. For additional information, refer to the NC State
Building Code Volume 1-C, "Making Buildings and Facilities Accessible to the Useable by
the Physically Handicapped", 1991 edition. All street returns to have H.C. Ramps.
37. Contractor SHALL NOT POUR any concrete before forms are inspected by the Project
Engineer and/or Owner. Any concrete that has not been approved by the Engineer and/or
Owner will be the responsibility of the contractor.
38. All areas not covered by building or parking shall be covered with 4" minimum of topsoil,
free of root matter and rocks and grassed.
39. Contractor sholl sow -cut to provide smooth transitions where existing asphalt and/or curb
and gutter is to be removed.
40. The Contractor' shall provide all the material and appurtenances necessary for the complete
installation of the utilities. All pipe and fittings shall be inspected prior to being covered.
41. All handicap spaces are to receive a handicap sign and handicap symbol painted on the
asphalt. Note stalls to receive 'van accessible' signage.
42. The Contractor shall refer to the architectural plans for exact locations and dimensions of
precise building dimensions and exact utility entrance points.
43. Information concerning underground utilities was obtained from available records and field
conditions r;hen possible, but the contractor must determine the exact location and
elevation of all existing utilities by digging test pits by hand at all utility crossings well in
advance of trenching. If the clearances are less than specified on the plans or 12 inches,
which ever is less, contact the Project Engineer prior to proceeding with construction.
44. The Contractor shall include in his contract price the removal and disposal of any excess
topsoil he determines is not required to perform the final grading and landscaping
operation.
45. The Contractor is responsible for the design and implementation of all required/necessary
sheeting, sh:;ring, and special excavation measures required on the project to meet OSHA,
Federal, State and Local regulations pursuant to the installation of the work indicated on
the drawings. Redco Properties, The Town of Chocowinty & Stocks Engineering, P.A. accept
no responsibility for the design to install said items.
Surveying:
Barrow & Barrow, P.A.
115 Heritage Crossing
Snowhill, NC 28580
252.747.5790 (v)
252.747.5111 (f)
Contact: Steve Barrow, PLS
Civil Engineering:
Stocks Engineering, P.A.
3344 Hillsborough Street, Suite 250
Raleigh, NC 27607
919.821.2440 (v)
919.821.2210 (f)
email: [e-mail]
Contact: Don Curry, PE
Project Engineer
46. The Contractor shall include in the contract price daily record keeping of the as -built
condition of all of the underground utilities, construction stakeout associated with the
project.
47. All water line and sewer line installation shall conform to the standards and details of the
State of North Carolina Department of Health Construction Permit.
48. The Land Disturbance Permit must be kept on the work site and shown upon request.
49. The Contractor shall include in the contract price all material and labor associated with the
testing of the water and sewer lines required by the State of North Carolina Department of
Health.
50. The Contractor shall include in the contract price any de -watering necessary to construct
the project as shown on the plans.
51. Natural Gas service is not available at this time.
52. TESTING BY CONTRACTOR: Contractor shall employ at his expense on outside
independent Soil Testing Service (approved by the Architect) to perform soil testing and
inspection service for quality control testing during earthwork operations. Copies of results of
tests shall be submitted by the Testing Service directly to the Contractor, the Architect, and the
Structural Engineer. --The Testing 'Service will classify proposed on -site and borrow soils to
verify that soils comply with specified requirements and to perform required field and laboratory
testing. (Minimum required soil bearing capacity is noted on the structural drawings). --In paved
and building slab areas, the Testing Service shall make at least one field density test for each
2000 square feet of fill in each compacted fill layer. If a test should fail to meet required density,
the Contractor shall re -compact that layer. The Soil Testing Service shall perform additional
tests at the Contractor's expense to show that the failed layer has reached the required
compaction. --In foundation wall areas, the Testing Service shall make at least one field density
test for each 100 feet or less of wall length of fill in each compacted fill layer, with no less than
two tests along a wall face. If a test should fail to meet required density, the Contractor shall re -
compact that layer. The Soil Testing Service shall perform additional tests at the Contractor's
expense to show that the failed layer has reached the required compaction.
53. COMPACTION: Compact each layer of backfill and fill soil materials and the top 12" of
subgrade in cut areas to 98% of mc;ximum density as determined by ASTM D698 for structures,
slabs, and pavements and 90% of maximum density for lawns or unpaved areas.
54. The building contractor and the site work contractor to coordinate the installation of a
drainage pipes around the building structure.
55. Any relocation of existing utilities will be at the cost of the developer/owner. The Town will not accept
responsibility for damages to curb and gutter or street improvements installed prior to underground
services, nor will the Town absorb the cost for borings to install underground service, pavement patching
or damage to landscaping. These will be the responsibility of the developer/owner.
56. Fire department vehicular access to all structures under construction shall be provided at all times. In
areas where ground surfaces are soft or likely to become soft, hard all weather surface roads shall be
provided and maintained.
57. Address Numbers, both Commercial and Residential, must be posted on the front of the structure
nearest to the main entrance in a position to be plainly legible, visible, and unobstructed from the
street or road fronting the property.
58. Disturbed area is in excess of 1 acre and formal Sedimentation & Erosion Control plan
approval was required as a condition of construction plan approval. A copy of the
approved erosion control plan must be kept on site at all times. The approved
Sedimentation & Erosion Control Plan should be regarded as minimum requirements;
9
additional measures shall be put in place as needed to ensure that no sediment is released
from the site.
59. Copies of all permits and approved plans must be kept on site in a permit box that is
conspicuously located and easily accessible during construction. This includes approved
P Y Y 9 PP
construction plans, approved erosion control plans, encroachment agreements, driveway
permits, water/sewer permits, etc.
BEFORE YOU DIG
CALL TOLL FREE
1 800 632 4949
NORTH CAROLINA
ONE -CALL CENTER
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�N. CARO7i
026970 V03
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LIP (TYPJ PEDESTRUIN RAMP 3 R W/GONG: PVMT. k SUPPLIER \.
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NOTE:
1.THE BACKFLOW PREVENTOR SHALL BE
WILKINS MODEL #950, 2" AND 1"
FOR DOMESTIC AND IRRIGATION LINES
RESPECTIVELY, OR APPROVED EQUAL.
2. INSTALL 1,000 GALLON PROPANE TANK
UNDERGROUND WITH 8" MANHOLE RING
AND 4-5' RISER. FIRMLY ANCHOR IN
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/ LINE (TYi PROP. INV.=32.10 �
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CONC.SIDEWALK 3,84% SF H/C SIGNS 500 GALLONFFE=37 00 H/C, VAN GREASE
/ 3 PLANTER/ _ BLDG. HEIGHT = 20' ACCES. ERCEPTOR \ \ \ 25' AREA LIG 24` 5TD.AREA PE PLANTER 010'x50s
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\
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v ^1.5" O 33.75 34.75
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178 PROPOSED CONTOUR / / BOTTOM
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FOREBAY 0 30.50 MICROPOOL AT THE OUTLET, THIS
/ELEVATION / 10 WIDE 030.00 1 STORMWATER WETLAND PROFILE \ PATRICIA & JOHN JONES o
LINER SHALL HAVE A MINIMUM � �
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EMERGENCY SPILLWAY INSTALL A MIN. 4 OF TOPSOIL ON \
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FLUME ( ) 36.96 ALL HVAC TO BE LOCATED 6. 5
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36.95
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37.2
egg.
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PROP.
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FROM PUBLIC RIGHT OF
WAY (SEE ARCH. PLANS FOR `
ACTUAL BLDG DIMENSIONS)
PROP.
BOJANGLES'
3,847 SF
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30 : 32.5 3 STORMWATER
31 MANAGEMENT
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6' iv 3/4' THREADED 1 1/2' OR 2' TYPE K SOFT COPPER SURFACE, STAINLESS STEEL BRASS CLAMPING DEVICE-
N USE LIFT PINS, & SELF CLOSING INCLUDED IN METER BOX ASSEMBLY.
7-6 /4' 1/4' STEEL PLATE STEEL RODS SECTION A -A HOLE EACHOEND 6' x 9' READER LID 3/4' OR t' TYPE K, COPPER
0� SERVICE PIPE PER ASTM B-88 GRAIN HOLES
NOTE, ROD REQUIREMENTS 2' IRON BODY, BRONZE MOUNTED
• 11' 1. VALVE BOX SHALL BE TELESCOPIC ,y. .a GATE VALVE WITH BOX & SHOULDER CURB STOP-INCL. IN
WITH SCREW TYPE ADJUSTMENT. SLAB PER STD. NO. 5.9 METER SO ASSENBLT APPROX. l CU FT. CRUSHED
SIZE OF 45 DEG. BEND STATIC THRUST IN POUNDS NUMBER OF RODS REQUIRED STOVE AROUND BASE
t----- 2. VALVE BOX SHALL BE CAST FROM 30, IN.
ASTM A-48, CLASS 30 IRON & SHALL 6' 4,328 2
N BE FULLY BITUMINOUS COATED FOR TAPPING SADDLE PER T-14.15.4
Nam. DIRECT BURIAL, 12' 17,312 2 NOTEsI
6'MIN. 1. METER BOXES ARE TO PLACED IN TURFED AREAS.
3. VALVE BOX SHALL BE VBX-TE-3B AS 16, 30,779 4 #57 STONE 2' TYPE K SOFT COPPER CORP. STOP BY MUELLER 2. ALL METERS SHALL READ IN CUBIC FEET.
MANUFACTURED BY DEWEY BROTHERS, 20' 48,091 6 NO. H-15175 OR HAYES 5040 3. METERS SHALL BE PURCHASED FROM CITY OF ROCKY MOUNT ONLY.
3/8, 1 [U INC. OF GOLDSBORO, NC OR APPROVED 24' 69,252 8 NOTES BY-PASS WITH LOCKABLE BALL VALVE 4. ALL CORPORATION STOPS, CURB STOPS, END CONNECTORS, ETC, SHALL
EQUAL. 1 BE SOLID BRASS MANUFACTURED IN ACCORDANCE WITH AWWA C800.
3. METER SETTER SHALL BE MANUFACTURED BY FORD METER CO. DIRECT TAP ON 4- DIAMETER OR 5. STANDING IN STREET FACING HOUSE, WATER METERS
r 11' 4. FOR INSTALLATION DETAILS, SEE 1. ONCE INSTALLED AND TIGHT, THE STEEL RODS AND BOLTS SHALL BE - - - OR AN APROVED EQUAL AND SHALL BE AS FOLLOWS LARGER DIP OR CIP MAINS ONLY. ARE TO BE LOCATED 3' RIGHT OF SEWER STACK,
STD. NO. 5.10. COATED WITH 2 COATS OF BITUMINOUS BASE PAINT. 2. VAULT TOP & FRAME SHALL BE MADE OF 11,000 PSI ALL OTHER TAPS SHALL BE MADE
FIBER & POLYMER REINFORCED CONCRETE. VAULT METER SIZE METER TYPE SETTER MODEL NO. VITH SOLID BRASS, TWO OR THREE 6. METER BOX SHALL BE FORD CRESCENT BOX (MODEL CB111-233 FOR
PIECE SERVICE SADDLES COMPLYING
2. CONCRETE SHALL NOT CONTACT BOLTS OR ENDS OF MECHANICAL SHALL RAVE MIN. DIMENSIONS OF 24' WIDE X 36' 1 1/2' DISK VV76-IOD-11-66 5/8' X 3/4' OR FOR I') AS MANUFACTURED BY FORD METER
I---6 7/8'---I JOINT BENDS.
LONG X 30' DEEP & SHALL BE MODEL # WAOO-2436-30C 2' DISK VV77-ISB-ll-77 WITH AWWA C800 BOX CO. OR AN APPPROPRO VEED EQUAL MODEL.
BY CDR SYSTEMS CORP., QMOOED # BH30
BY STRONG WELL, INC,, OR AN AN APPROVED EQUAL.
STANDARD VALVE BOX STANDARD VERTICAL BEND 5/8" x 3/4" & 1" WATER SERVICE
REVISIONS APPROVED S D. NO. REVISIONS APPROVEDSTD.NO. STANDARD WATER METER VAULT (1 1/2" & Z") REVISIONS APPROVED STD. NO.
DATE REVISION 5.1 I R PH MN��d 5.771 DATE REVISION
04-07-00 - DATE Is N 2-19-01 5.5
04-07-00 DATE REVISION
04-03-03
APPROVED METHOD FOR EXTENSION STANDARD VALVE BOX GRADE 3'6' MIN.
NOTE, MECHANICAL JOINT TAPPING SLEEVES SHALL HAVE A WORKING OF VALVE BOX TOP SECTION ABOVE TOP OF
PRESSURE OF NOT LESS THAN 200 PSI HAVING RIGID CAST DUCTILE OVER UNDERGROUND CLAMPS AS PIPE
IRON BODY SUITABLE FOR INSTALLATION ON BOTH DUCTILE IRON PIPE MANUFACTURED BY STELLAR
CORP. OR EQUAL SIZED
CAST IRON PIPE WITH OUTLET FLANGES PER ANSI/AWWA CIIO/A21.10 - - - APPROPRIATE TO VALVE.
SPECIFICATIONS. THE VALVE SHALL BE MANUFACTURED TO AWWA CLAMPS BOLTED TO STEEL
SPECIFICATION CLASS 350, OPEN LEFT.
RODS.
LUSE 5' HEAVY WEIGHT PAVEMENT
CAST IRON SOIL PIPE 1
°*,,AND
STANDARD STAB -IN SOIL FOR EXTENSIONS A VE BO% 3"
PIPE CASKET V 1
SOLID CONCRETE OR BRICK VALVE BOX PVC PIPE PVC PIPE ---- '1
BLOCKING SHALL BE USED BOTTOM SECTION 1
AS FOOTING FOR DUCTILE NOTE, EXTENSION OF VALVE BOX USING STRAIGHT PIPE O �a t`
IRON PIPE SHALL ONLY BE PERMITTED TO A DEPTH OF SIX (6') FEET. VALVE
FOR DEEPER VALVE INSTALLATIONS, STEM AND OPERATING BOX ' •'
NUT EXTENSIONS MUST ALSO BE PROVIDED. 3/4' THREADED STEEL .I. A
RODS \
PLAN OUTSIDE PAVEMENT INSTALLATION TAMPED HACKFILL�
CLASS A
TAPPING v v v v CONCREUSE TE PSI
S'�CTI❑N
CONCRETE -O - VALVE BO% NOT
° v' ° TO CONTACT FOOTINGS \
/ SLEEVE 6' MIN. - v .w °-v' _ MAIN NOR VALVE
/ VALVE THICKNESS 3 NOTES ° A
1: CONCRETE SHALL NOT CONTACT BOLTS'_:,. .° 2
OR ENDS OF MECHANICAL JOINT FITTINGS. a L .. �'--�--i
2. SEE STANDARD THRUST BLOCK TABLES, 4 v v v. v� r
FOR AREA OF CONCRETE REQUIRED. ' 1 1\ , o I IN PAVEMENT INSTALLATION S. 3' 3- 5' L RODS SHOULD EXTEND TO TOP OF PIPE CROWN. 3. COAT EXPOSED STEEL RODS
3. 2500 PSI CONCRETE CLASS B REQUIRED. r: EXITING O O I ) °o - W. MAIN - VALVE W MAIN 2. X x Y MUST EQUAL THE SQUARE FOOTAGE OF AND CLAMPS WITH
4. TAPPING SLEEVE & VALVE SHALL BE BOLTED ' 4 MAIN `✓ WATER .o v 2' .. THE AREA AS SHOWN IN THE TABLE BELOW, BITUMINOUS BASE PAINT.
IN PLACE & PRESSURE TESTED PRIOR TO .�. I '. v.- v v vv '° BEARING SURFACE AREA FOR VALVE FOOTINGS
TAPPING OF EXISTING MAIN. 4 ° v .V. v..v ' 2500 P.S:L CONCRETE
NOTE: 12M I CLASS B
SHOULDER SLAB COMPACTED SUBGRADE� THIS STANDARD IS I T USED FOR PVC SEWER REQUIRED
'D CE M INS OR PRIVATE TER SERVICE
A
PLAN
r R A WA ONLY.
TAPPING SLEEVE & VALVE VALVE BOX INSTALLATION DETAILS VALVE FOOTING BEND & BLOCKING OF 45- BENDS
nFRr.RTPTTnNR VISIONS A _ ED _NO PAT9 DESCRIPTION REVISIONS APPROVED STD.NO.
NIT hATF15.12 REVISIONS APPROVED STD.NO. R VISIONS APPflOVED STD. NO.
DATEEVISON 5.10 - 5.14 5.22
04-04-06 DATE REVISION ATE REVISION DATE REVISION
04-07-00 04-07-00 07-13-01
TO
ABOVE TOP OF MIN. NOTES -
GRADE •� ----- GENERAL NOTES: PIPE 1. MIN. GRADE FOR 4' SEWER
,p _
r I- 1. REINFORCED CONCRETE SECTIONS SHALL BE MANUFACTURED IN ACCORDANCE WITH ACT 318. LATEST EDITION SERVICE SHALL BE 1.0 Y. (1/8'
AND BRAD., HAVE 80 EST MIN. TENSILE STRENGTH REINFORCING STEEL AND 4.000 PSI MIN. COMPRESSIVE STRENGTH CONCRETE. PER FT.) RECOMMENDED MIN,
• GRADE SHALL BE 2.0
x 1 I I I 2. ALL PRECAST CONCRETE MANHOLES SHALL BE MANUFACTURED IN ACCORDANCE WITH AC 478. LATEST STR ET
O I I EDITION. 2. DEPTH OF SERVICE AT C/L R/W
II
= 3. ALL PRECAST CONCRETE VAULTS SHALL HB MANUFACTURED IN ACCORDANCE WITH ASf1I C 857. LATEST PROPERTY LINE MUST BE VARIES
<_ _ _ _ _ JI LI _ _ _ J EDITION. SUFFICIENT TO PROVIDE AT
LEAST MIN. GRADE TO
A 4. ALL MANHOLES, VAULTS. AND CASTINGS EXPOSED TO VEHICULAR TRAFFIC SHALL BE DESIGNED TO WITUSTAND BUSINESS OR DWELLING AND l2' MIN.
H.---� L- -1 L AASHTO H-20 LOADINGS. 18' MAX
s' I s I I I 12' MIN. COVER OVER SERVICE.
-_ - - -_ x
1 i� U 2 EA. C.I. FRAME & COVER PER STD. 6' 4'-3' 6' 4'-3' 6' 5. JOINTS BETWEEN PRECAST CONCRETE SECTIONS SHALL BE SEALED WATERTIGHT USING EITHER 0-RING 3. FOR NEW SUBDIVISIONS, I q~q
' + z DWG. NO. 4.6 SECURED WITH MORTAR GASKETS CONFORMING TO ASTM C 443 OR BUTYL RESIN CONFORMING WITH AASRTO M 198. E�
,�° // _ w CLEANDUT STACKS SHALL BE ^ + I N
>r 6. A MINIMUM OF SIX (8") INCHES OF CLEAN, WASHED, GRADED STONE MIX SUCH #57 OR #87 SHALL BE PLACED 3' TO THE LEFT OF I $
C '1 B ~ PROVIDED FOR SETTING AND LEVELING PRECAST SECTIONS. THE WATER METER WHEN I w 4
LOOKING FROM THE ROADWAY i
7. ALL COMMERCIALFOOD HANDLING ESTABLISHMENTS SHALT. BE REQUIRED TO HAVE AN OH. 4' 1/4 OR 1/8 BEND MONOLITHIC 'Y' W/
/GREASE OR SEWER MAIN. I
c v{d=sca =a.^; INTERCEPTOR ON SITE. THE INTERCEPTOR 9HATL NOT BE PLACED WITHIN PUBLIC RIGHTS OF WAY OR I/4 BEND FITTING
PASEYENT'S. PLAN FLOW 12' MIN 4. ALL SERVICES SHALL HAVE A
8. THE REQUIRED CAPACITY FOR OIL/GREASE INTERCEPTORS SHALL BE BASED ON TWENTY GALLONS PER CLEANDUT PLACED AT THE EASEMENT
SECTION RESTAURANT SEAT. BUT SHALL NOT BE LESS THAN A MINIMUM OF FIVE HUNDRED (500) GALLONS. WHERE OR RIGHT OF WAY LINE, ALL CLEANOUTS \
(I •6,: p ON -SITE FOOD PR1' STUB W/PLUG
EPARATION OR DISH WASHING OCCUR. A MINIMUM OF ONE THOUSAND (1000) GALLONS OF SHALL BE CAST IRON WITH BRASS
CAPACITY SHALL BE PROVIDED. ADDITIONAL FLOW AND STORAGE CAPACITY MAY BE REQUIRED WHERE A PLUGS CAST IRON DOUBLE -HUB
SUBSTANTIAL PORTION OF THE FOOD PREPARED IS NOT CONSUMED ON SITE (LE.: 'DRIVE -THROUGH,' CONNECTORS (30' MIN.) MAY BE USED TO
C 1 C\/ n T T n N I ': S TAXE-OUT." OR DELIVERY SERVICES.I
2500 P,S,I. CONCRETE
CLASS B
REQUIRED
NOMINAL
DIAMETER
A
B
C
TRENCH
WIDTH
6'
1'4'
1'0'
1'2'
2'6'
8'
1'6'
1'0'
1'4'
2'8'
12'
2'2'
1'0"
2'2'
3'0'
16,
3'0'
1'O'
2'8'
3'4'
20'
4'0'
F6_
_3'0'
3'8'
24'
5'0'
_2'0'
3'6'
4'0'
30'
6'6'
2'6'
4'2'
4'6'
nn>4i wry FROM PVC SERVICE v 4' MIN. :', RCE PIPE.
4' CAST IRON ILL PIPE OR
4' DUCTILE IRON
5. ALL PVC FITTINGS SHALL BE OF /TI 4' PVC (SDR 23.5 OR SDR 26) N MONOLITHIC 'Y' W/
°t HEAVY WALL CONSTRUCTION (115 PSI
a 12 12 MIN. PIPE STIFFNESS.)
;;?'., 1/4 BEND FITTING
NOTE, FOR GENERAL CONSTRUCTION NOTES, 6. ALL PIPE WITHIN RIGHTS OF WAY HAND SHAPED, STABLE SUBGRADE
REFER TO STD. NO. 4.18. SHALL HAVE PUSH -ON JOINTS WITH SEWER MAIN EXCAVATED TO CONFORM TO PIPE
ELASTOMERIC GASKET SEALS. AND BELLS OR HAND PLACED CLEAN,
WASHED STONE (2-3' OF NCDOT #67>
6' MIN. CLEAN WASHED 7. SIX INCH AND LARGER SERVICES
WELL COMPACTED SUBGRADE STONE BEDDING SHALL CONNECT AT MANHOLES.
(95X MIN. STAND PROCTOR) (NCDOT #57 OR EQUAL)
OIL/GREASE INTERCEPTER (1000 GALLON & LARGER CAPACITY) NOTES FOR OIL/GREASE INTERCEPTORS STANDARD 4" SERVICE LATERAL
TRENCHING & BLOCKING OF TEES REVISION APP D STD. NO. REVISIONS APP OVED STD.NO. REVISIONS APPROVEDNO.
R VISIONS APPROVED STD,N . - 4117 4'18 4.12
5.24 DATE REVISION NEVIS
ON DATE REVISION
DATE RE ISION O1-30-03 - 01-31-03 - 04-06-04 -
07-13-01 -
TEE
A
I B
C
24'X24'X6'
2'6'
118'
2'6'
4' ( 4' (
2'
--I.8•
2'6'
4 X
V
2 24'XI
9'
'0'
'0
2'
30'X3O'X6'
L161
1'8'
TV
30'X30'X8'
216'
Ile.
V
30'X30'XI2'
2'10'
118'
3'4'
' O'XI6'
3'6'
I'l0'
31w
O'X30'X
'0'
30'
. S'c ceLt
026970 (�
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I

MOUND AND
CONCRETE
(TYP.)
w
wo
6'-0"
PLAN
2-18" #5 DOWEL ANCHORS
IN ASPHALT
SECTION
WHEEL STOP
SCALE: N.T.S.
1/2"
TOOLED EDGES 3/4' 1 VARIES
1/4"/FT. & VARIES
3000 PSI CONC. EXP. JOINT FILLER 4" 3000 PSI.
W/ SEALANT CONCRETE SIDEWALK
EXPANSION JOINT
(30' SPACING MAX.)
NOTES:
1. CONCRETE SHALL BE 3,000 P.S.I.
2. CONTRACTION JOINTS SHALL BE SPACED AT 5' INTERVALS.
3. FINISH ALL CONCRETE WITH CURING COMPOUND.
4. INSTALL 1/2" JOINT FILLER AND SEALANT WHERE CONCRETE
SIDEWALK ABUTS TO 24" CONC. CURB & GUTTER.
6 CONCRETE SIDEWALK
D-02 SCALE: N.T.S.
6 CONCRETE TO BE 6 CONCRETE TO BE
AIR —ENTRAINED AIR —ENTRAINED
LOW SUMP 3,000 LOW SUMP 3,000
g" PSI ® 28 DAYS 6^ PSI ® 28 DAYS
0 12 12,------------
5.. 5..
30" 24"
30" SPILL LIP 24" SPILL LIP
NOT TO SCALE NOT TO SCALE
8'-4" HIGH ?LOCK &
BRICK SCREEN WALL
(SEE ARCH PLANS)
d
6,"°°' BOLLARD
°
`DRAIN
>
s
STORAGE
0 a
A
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BUILDING
a
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4'
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Q•
-4
d
-4
m
DUMPSTER PAD
SCALE: N.T.S.
6 ONCRETE TO BE 6 CONCRETE TO BE
AIR —ENTRAINED AIR —ENTRAINED
I� LOW SUMP 3,000 LOW SUMP 3,000
E6" PSI ®28 DAYS 6" PSI ® 28 DAYS
12 7.. 12 7..
".
30" 24"
30" C&G 24" C&G
NOT TO SCALE NOT TO SCALE
NOTE: USE 30" C&G WITHIN NCDOT
RIGHT—OF—WAY
6" THICK CONC. DUMPSTER
PAD — 4000 PSI CONC.
® 28 DAYS
4" WHI
STRIPE
2
D-02
CURB AND GUTTER
SCALE: N.T.S.
L CONCRETE SIDEWALK
?
12" WHITE
STRIPE
o
J
TE
(TYP.)
o�
9'-0" 9'-0" 8'-01, 8'-0"
~�� VAN �T� ��� VAN
PAINTED H/C ACCESS STALLS 4" WHITE STRIPE
7 90 HANDICAP STALLS — TYPICAL
D-02 SCALE: N.T.S.
PAINT
12"
R7-8 or R7-8a
RESERVED
PARKING GREEN
0
GREEN `O 6" DIA. STEEL PIPE
BLUE00
z FILL W/3000 PSI
WHITE SYMBOL CONCRETE.
V)
WHITE BACKGROUND Lu
CONCRETE
ISLAND
MAXIMUM R7-8D
o> PENALTY
1625o VAN —ACCESSIBLE
SIGN AT VAN o
SPACE ONLY
s VAN N
�� ACCESSIBLE
NOTE: HC SIGNS TO BE MOUNTED ON BLDG 24" DIA. CONC.
AT LOCATIONS SHOWN ON PLANS. ENCASEMENT
(3000 PSI)
3 R7-8 HANDICAP SIGN 4 BOLLARD
D-02 SCALE: N.T.S. 1,,DD102 SCALE: N.T.S.
ASPHALT CONCRETE
PAVEMENT SLAB
v0 0 00°0 Q0, .c oo no. n op n c
4 ° O
O O000 QOg 00 QOg 00O Oo OQO°_..�I—
o -
11
0 o 0 0 0 0 p o g o — o 0 0 0 0° 0 o°
o o ° ° _ ° ° ° 8 0 0 $ o _ J
o goo g`o o co 0 0°o'°ov000 °o °oa o°e
o ° ° % .o =Q' o 00 0 °00 ° o vo - 0
o o Qo °o o °o o G o °Q _
-� 11 I, .III 111_
12" 4" 12"
COMPACTED � � 4" CRUSHED AGGREGATE
SUBGRADE COMPACTED BA:c COURSE
SUBGRADE
8 6" CONCRETE/BITUMINOUS PAVEMENT INTERFACE
D-02 )SCALE: N.T.S.
= CONC. CURB
It 1�GUTTER
1/2" EXPANSION JOINT
5'-0"�
SECTION A —A
A 1 2" EXP. JOINT
A L AROUND
o a
I
T II
A 24" CURB &
5' 5' 5' GUTTER
NOTES:
1. THE WALKING SURFACE SHALL BE SLIP
RESISTANT AND A CONTRASTING COLOR
TO THE SIDEWALK.
2. WHEELCHAIR RAMPS SHALL BE PROVIDED AT
LOCATIONS AS SHOWN ON THE PLANS OR AS
DIRECTED BY THE ENGINEER.
3. CONCRETE SHALL HAVE A SIDEWALK FINISH IN
ORDER TO OBTAIN A ROUGH NON—SKID TYPE
SURFACE.
4. A 1/2" EXPANSION JOINT WILL BE REQUIRED
WHERE THE CONCRETE WHEELCHAIR RAMP JOINS THE
CURB AND AS SHOWN ON THE DETAIL, THIS SHEET.
5 WHEELCHAIR RAMP
D-02 SCALE: N.T.S.
INLET #
CATCH BASIN
TYPE
GRATE TYPE
ROADWAY
RIM ELEV
(EOP)
PIPE SIZE (in) &
INV. IN
PIPE SIZE (in) &
INV. OUT
1
NCDOT STD. 840.02
TYPE 'E'
BOJANGLES
35.13
N/A
N/A
12
33.08
2
NCDOT STD. 840.02
TYPE 'E'
BOJANGLES
34.72
12
32.51
12
32.51
3
NCDOT STD. 840.02
TYPE 'E'
ACCESS RDWY.
35.95
N/A
N/A
12
33.70
4
NCDOT STD. 840.02
TYPE 'E'
BOJANGLES
35.63
12
33.30
12
33.30
5
1 NCDOT STD. 840.02
TYPE 'E'
BOJANGLES
35.63
12
32.89
12
32.89
10
D-02
DRAINAGE TABULATIONS
SCALE: N.T.S.
N
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026970
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11/17/09
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D-02

CONTROL PANEL
MOUNTING PLATE FOR
CORD FITTINGS
ACCESS HATCH
MOUNTING PEDESTAL —,TOP RAIL SUPPORT
(DIRECT MOUNT PANEL) SST
rJUNCTION BOX
I (REMOTE PANEL)
SEAL
Y OTHERS)
VALVE EXTENSION HANDLE
1 1/4' ANTI -SIPHON
VALVE, PVC (AS REQ'D)
O
GUIDE RAILS, 1" PIPE,
4" INLET PIPE
SCH. 10 OR 40 (BY OTHERS)
INVERT ELEV.=32.00
DISCHARGE LEVEL
ATER "ALARM" ELEV.=31.50
-'
UFTOUT CHAIN, 1/4"
,G PUMP "ON" ELEV.=31.25
'
LIFT BAIL, SST
(AS REQ'D)
PUMP "ON" ELEV.-31.00
'
1 1/4" DISCHARGE PIPE, PVC
-- — -.- - --
^
SCH.80 (BY OTHERS)
CONCRETE WETWELL� MEYERS WGL20 MYERS 5RA-125-CV" UFTOUT
2HP GRINDER PUMP (W/CHECK VALVE)
BOTTOM OF MH
ELEV.=29.00
�t
1 PUMP STATION DETAILS
D-03 SCALE: N.T.S.
HIGH MARSH
Botanical Name
Common Name
PERMANENT POOL
Botanical Name
Common Name
Herbaceous Plants
Asclepias incarnate
Swamp Milkweed
Floating Aquatic Plants
Lemna spp.
Duckweed
Carex spp.
Sedges
Nuphar polysepalum
Spatterdock
Chelone glabra
White Turtlehead
Potamogeton spp.
Pondweed
Crinum americanum
American crinum lily
Spirodela polyrhiza
Duckmeat
Crinum erubescens
Swamp lily
Wolffiella lingulata
Bog mat
Dichromena latifolia
White Star Grass
Eupatorium coelestinum
Wild Ageratum
Submerged Aquatic Plants
Eleocharis acicularis
Spikerush
Eupatorium dubium
Dwarf Joe Pye Weed
Elodea spp.
Waterweed
Eupatorium fistulosum
Joe Pye Weed
Isoetes spp.
Quillwort
Eupatorium moculatum
Lilaeopsis occidentalis
Lilaeopsis
Eupatorium purpureum
Najas spp.
Naiad
Helianthus angustifolius
Swamp sunflower
Zannichellia palustris
Horned pondweed
Helianthus verticillatus
Hibiscus aculeatus
Pinelands mallow
LOW MARSH
Botanical Name
Common Name
Hibiscus coccinea
Scarlet rose mallow
Emergent Plants
Alisma spp.
Water plantain
Hibiscus dasycalyx
Neches River mallow
Acorus spp.
Sweet flag
Hibiscus grandiflorus
Velvet mallow
Alopercurus howellii
Foxtail
Hibiscus moscheutus
Rose mallow
Canna lily
'Bengal Tiger' canna
Hymenocallis eulae
Spider lily
Cladium jamaicense
Sawgrass
Hymenocallis liriosme
Spring marsh spider lily
Cyperus aristatus
Flat sedge
Hymenocallis pygmaea
Dwarf Spider Lily
Iris hexagona
Hexagonal iris
Hymenocallis traubii
Traub's Spider Lily
Iris nelsonii
Nelson's Iris
Kosteletskya virginica
Seashore Mallow
Iris prismatica
Slender Blue Iris
Lobelia cardinalis
Cardinal flower
Iris virginica
Blue Flag Iris
Lobelia siphilitica,
elongata,
Iris versicolor
Blue Flag Iris
and allies
(Blue Lobelia)
Iris fulva
Copper Iris
Saccharum giganteum
Juncus effuses
Softrush
and allies
(Plumegrasses)
Leptochloa fasicularis
Salt —meadow grass
Zephyranthes atamasco
Atomasco Lily
Ludwigia spp.
Primrose willow
Oryza sativa
Rice
Shrubs
Alnus serulata
Hazel alder
Peltandra virginica
Arrow Arum
Aronia arbutifolia
Red Chokeberry
Plantago major
Common Plantain
Cepholanthus occidentalis
Common Buttonbush
Pontederia cordata
Pickerelweed
Clethro alnifolia
Summersweet
Sagittaria latifolia
Duck Potato
Corpus amomum
Silky Dogwood
Sagittaria lancifolia
Bulltongue
Cyrilla racemiflora
American Cyrilla
Sagittaria longiloba
Arrowhead
Gordonia lasianthus
Labially Bay
Saururus cernuus
Lizard Tail
Hypericum densiflorum
Dense Hypericum
Schoenoplectus tabernaemontani
Hypericum prolificum
Shrubby St.Johnswort
Scirpus americanus
Three —square bulrush
Ilex decidua Possumhaw
Zizania aquatica
Wild rice
Ilex glabra
Inkberry
Zizaneopsis miliacea
Water millet
Ilex verticillato
Winterberry
Itea virginica
Sweetspire
Kalmia angustifolia
Lambkill Kalmia
Magnolia virginica
Sweetbay Magnolia
Rosa palustris
Swamp Rose
Sambucus conadensis
Vaccinium crassifolium
Elderberry
Creeping Blueberry
Viburnum nudum
Possumhaw
Notes:
Trees
Asimina triloba
Common Pawpaw
Wetland shall contain the following minimum quantities
and plant sizes
Betula nigra
River birch
(plants ® 50 per 200 SF, shrubs ® 8 per 200 SF):
Carpinus caroliniona
Ironwood
• herbaceous plants of
at least 4—inch container
=> QTY = 600
Diospyros virginica
Common persimmon
• shrubs/small trees of
at least 1—gallon container => QTY = 96
Franklinia alatamaha
Franklinia
• tree of at least 1.5"
dbh bare —root or balled
and burlapped => QTY = 0
Nyssa biflora
Swamp blackgum
Wateratica
(B&B) material
Taxodiuso mudist chum
Baldcyp cypress
2
D-03
WETLAND PLANT LIST
SCALE: NTS
T 2.
, 3. •. ••' •''' •''' •.
3
D-03
STORMWATER WETLAND AREAS
SCALE: N.T.S.
PVC
W TYPE
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TYPICAL INSTALLATION
48" DUPLEX 2HP GRINDER PUMP
PACKAGE W/ SRA-125-CV LIFTOUT
CONCRETE BASIN
PUMP MODEL: WGL20
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LEGEND
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D-03

EROSION AND SEDIMENTATION CONTROL NARRATIVE
PROJECT DESCRIPTION
The purpose of this project is for construction of streets and utilities for Bojongles Site Development
The project Is owned by Redco Properties, LLC.
The site is currently undeveloped.
Approximately 2.15 acres will be disturbed during construction. The maximum fill will be 2-3 feet.
The project is scheduled to begin construction in Spring 2010 with project completion and final
stabiliza-tion by Summer 2010. The erosion and sediment control program for this project will include
the installation of a suitable construction entrance, silt fence, outlet protection, inlet protection,
check dams, and sediment basins with temporary seeding of the site.
ADJACENT PROPERTY
See Existing Conditions plan, sheet C-01, for adjacent property owners.
SOILS
The soil at this site is a sandy clay.
EROSION AND SEDIMENT CONTROL MEASURES
All vegetative and structural erosion and sediment control practices shall be constructed and
maintained by the contractor according to these plans and specifications and the minimum
standards of the NC Dept. of Environmental Management, Land Quality Section.
The contractor shall also follow any additional requirements as outlined by the
Project Engineer.
Structural Practices
1. Vehicle wheels shall be clean when leaving the site to prevent the tracking of mud on paved
roads.
2. Construction Road Stabilization: Construction traffic shall be limited to stabilized areas. At a
minimum, a temporary gravel construction entrance shall be provided as shown on this
drawing.
3. Silt Fence: Silt fences shall be provided where shown and as needed on the site plan. These
barriers shall be used to contain sediment.
4. Rip Rap/Gravel Filter Sediment Basins: Construct basin to the shape and dimensions shown in
the details. The basin is to be placed below the existing ditch flow line by 2' with the berm built
above as dimensioned.
Vegetative Practices
Temporary Seeding: All denuded area or areas to be grade within 15 calendar days shall receive temporary
seeding within 15 days of completing initial earthwork. Temporary seeding shall also be used to
stabilize finished grade areas if the time of year is outside the specified permanent seeding periods.
Temporary seeding shall be in accordance with temporary seeding specifications.
Management Strategies
1. Perimeter measures are to be installed prior to grubbing or grading.
2. Tail Ditches shall be stabilized immediately following their construction. As an alternate, rock
check dams may be provided at their outlets and/or the terminal downstream end of
disturbance untif ground cover is implemented.
3. Stockpile and/or waste areas must be maintained within the limits of the areas protected b the
proposed measures and otherwise temporarily seeded if to be left stockpiled over 15 calendar dyays.
4. Construction shall be planned so that grading operations can begin and end as quickly as
possible.
5. Silt Fences shall also be installed prior to or as a first step in construction.
6. The Contractor shall be responsible for the installation and maintenance of all erosion and
sediment control practices.
Vegetative Ground Cover
Immediately following grading, all areas shall receive either permanent or temporary seeding, as
applicable, as follows:
Feb -May June -Sept Oct -Jan
Permanent Seed: K-31
Fescue
K-31 Fescue
K-31 Fescue
®
5#/1000 SF
® 5#/1000 SF
® 5#/1000 SF
Temporary Seed: Rye Grain German Millet Ryye Grain
® 50#/Ac ® 40#/Ac 50#/Ar
Fertilizer: 10-10-10 ® 25#/1000 SF Mulch: Straw ® 90#/1000 SF
Lime: 100#/1000 SF Tack: 200 gallons/Ac on all '-nulching
Maintenance
1. Reseed and mulch bare spots larger than 9 square feet (limited to 5% maximum of site area.)
2. Maintain all seeded areas until uniform stand is acceptable.
3. If growth is not established by final project inspection, continue specified attention until the
stand is acceptable.
4. Correct and repair all undue settling and erosion within 1 year after final inspection.
5. Remove from the site, all erosion control structures after complete stabilization at end of
construction period.
6. Remove silt from sediment pits and from behind check dams when silt is within half depth of
the pit or spillway. Dispose of in an area where silt cannot re-enter pit / trap.
Calculations
The practice utilized for the proposed site did require formal calculations. Calculations have been
provided.
OWNER
REDCO Properties, LLC
335 N. Queen Street
Kinston, NC 28502
TEMP. STONE
DITCH CHECK
OF PAVEMENT
1' THICK NCDOT #5
OR #57 WASHED STONE
FLOW
1
( F
�v()
STRUCTURAL STONE/
CLASS 'B' BACK
SLOPE
ISOMETRIC VIEW
BASE OF DITCH
SEDIMENT F-12" MIN.
4'-6"
OPTIONAL -
TYPE 'B' - 12" THICK SEDIMENT
SILT BASIN CONTROL STONE CROSS SECTION
ELEVATION VIEW TRAPEZOIDAL DITCH
CONSTRUCTION SPECIFICATIONS
1. PLACE STONE TO THE LINES AND DIMENSIONS SHOWN IN THE PLANS ON A FILTER FABRIC
FOUNDATION.
2. KEEP THE CENTER STONE SECTION AT LEAST 9 INCHES. BELOW NATURAL GROUND LEVEL
WHERE THE DAM ABUTS THE CHANNEL BANKS.
3. EXTEND STONE AT LEAST 1.5 FT. BEYOND THE DITCH BANKS TO KEEP OVERFLOW WATER
FROM UNDERCUTTING THE DAM AS IT RE-ENTERS THE CHANNEL.
4. SET SPACING BETWEEN DAMS TO ASSURE THAT THE ELEVATION AT THE TOP OF THE
LOWER DAM IS THE SAME AS THE TOE ELEVATION OF THE UPPER DAM.
5. PROTECT THE CHANNEL DOWNSTREAM FROM THE LOWEST CHECK DAM, CONSIDERING THAT
WATER WILL FLOW OVER AND AROUND THE DAM (PRACTICE 6.41, OUTLET STABILIZATION
STRUCTURE).
6. MAKE SURETHAT THE CHANNEL REACH ABOVE THE MOST UPSTREAM DAM IS STABLE.
7. ENSURE THAT CHANNEL APPURTENANCES, SUCH AS CU_VERT ENTRANCES BELOW CHECK
DAMS, ARE NOT SUBJECT TO DAMAGE OR BLOCKAGE FROM DISPLACED STONES.
(REFERENCE: EROSION AND SEDIMENT CONTROL PLANNING AND DESIGN MANUAL, 6.83)
CROSS SECTION
VEE DITCH
ROCK CHECK DAM
SCALE: N.T.S.
--WOOD OR
METAL POST
REINFORCED CONCRETE SILT FENCE
PIPE
SILT FENCE
MIRAFI 100A
OR TREVIRA
51115
TEMPORARY PIPE
4 INLET PROTECTION
D-04
J-4
kl A. I IMAI ^n^11A1r)
8' MAX. WITH WIRE
(6' MAX. WITHOUT WIRE)
MIDDLE AND VERTICAL WIRES
I SHALL BE 12 1/2 GAUGE MIN.
WIRE) ILI
FILTER
11i>tl3�
SCALE: N.T.S.
CONNECT WIRE TO POST WITH
PLASTIC OR WIRE TIES
FILTER
FABRIC��
COMPACTED
FILL
18-24" 8', I
TOP AND BOTTOM STRAND
SHALL BE 10 GAUGE MIN.
L "i I TEFL POST-
LJ
EXTENSION OF FABRIC AND
WIRE INTO TRENCH
1.
CONSTRUCT THE SEDIMENT BARRIER OF STANDARD STRENGTH OR
5.
WHEN A WIRE MESH SUPPORT FENCE IS USED, SPACE POSTS A
EXTRA STRENGTH SYNTHETIC FILTER FABRICS.
MAXIMUM OF 10' APART. SUPPORT POSTS SHOULD BE DRIVEN
2.
ENSURE THAT THE HEIGHT OF THE SEDIMENT FENCE DOES NOT
SECURELY IN TO THE GROUND TO A MINIMUM OF 24".
EXCEED 18 ABOVE THE GROUND SURFACE.
6.
EXTRA STRENGTH FILTER FABRIC WITH 6 POST SPACING DOES NOT
3.
INSTALL THE FILTER FABRIC FROM A CONTINUOUS ROLL CUT TO THE
REQUIRE WIRE MESH SUPPORT FENCE. STAPLE OR WIRE THE FILTER
LENGTH OF THE BARRIER TO AVOID JOINTS. WHEN JOINTS ARE
FABRIC DIRECTLY TO THE POSTS.
NECESSARY, SECURELY FASTEN THE FILTER CLOTH ONLY AT A
7.
EXCAVATE A TRENCH APPROXIMATELY 4" WIDE AND 8" DEEP ALONG
SUPPORT POST WITH OVERLAP TO THE NEXT POST.
THE PROPOSED LINE OF POSTS AND UPSLOPE FROM THE BARRIER.
4.
SUPPORT STANDARD STRENGTH FILTER FABRIC BY WIRE MESH
8.
BACKFILL THE TRENCH WITH COMPACTED SOIL OR GRAVEL PLACED
FASTENED SECURELY TO THE UPSLOPE SIDE OF THE POSTS USING
OVER THE FILTER FABRIC.
HEAVY DUTY WIRE STAPLES AT LEAST 1" LONG, OR TIE WIRES.
9.
DO NOT ATTACH THE FILTER FABRIC TO EXISTING TREES.
EXTEND THE WIRE MESH SUPPORT TO THE BOTTOM OF THE TRENCH.
10.
LOCATION OF TEMPORARY SEDIMENT FENCE SHOWN ON THE PLANS
IS NOT EXACT. CONTRACTOR SHALL FIELD LOCATE TEMP. SEDIMENT FENCE
AS CLOSE TO THE DOWNSLOPE EDGE OF THE LIMITS OF CLEARING &
Erosion Control Maintenance Plan
All erosion and sedimentation control measures shall
Block and Gravel Inlet Protection
Inspect the barrier after each rain, remove sediment
be inspected week) and after each runoff- -producing
P Y P g
as •iecessary to provide adequate storage volume
rainfall event. Structures that shall be inspected include
for subsequent rains. Upon stabilization of drainage
but are not limited to:
area. remove all materials and any unstable
Silt Fence and Fabric Inlet Protection
soil, either salvage or dispose of properly. Bring disturbed
Any fabric which collapses, tears, decomposes, or becomes
ineffective disturbed area to proper grade, then smooth and compact
shall be replaced immediately. Sediment deposits shall be
removed it. Stabilize all bare areas around the inlet.
when sediment behind the fence reaches 6".
Temporary Gravel Construction Entrance/Exit
Seeding, Fertilizing, and Mulching
Maintain the gravel pad in a condition to prevent mud
Seeded areas shall be inspected for failure and necessary
repairs or sediment from leaving the construction site. This may
and re -seeding shall be made within the same season.
require periodic topdressing with 2-inch stone. After a
rainfall, immediately remove all objectionable materials
spilled, washed, or tracked onto roadways.
Erosion Control Notes:
1. Obtain erosion control plan approval prior to beginning land disturbance. Retain a copy of the approved erosion
control plan and permit on site. Call NCDENR @ 252-946-6481 to notify the State Inspector of a start date prior to
land disturbance.
2. Clear the area needed to construct the proposed construction entrance.
3. Construct the construction entrance as shown on the plans. Maintain the construction entrance daily to ensure
that mud and silt will not be tracked onto the paved surface. If mud is tracked onto the road surface, it is to be
removed immediately.
4. Construction entrance location may not vary without prior approval from Engineer and NCDENR.
5. Clear the area needed to construct the perimeter erosion control measures including silt fence and rock check
dams. Rock check dams downstream of level spreaders, pipes and ditches shall remain in -place until permanent
measures are stabilized.
6. Construct the silt fence.
7. Begin clearing, grubbing, and topsoil stripping for roadway rights -of -way.
8. Rough grade all roadways and parking lots.
9. Construct sanitary sewer system throughout project.
10. Construct the storm sewer system throughout the project. Install inlet protection devices.
11. Construct curb and gutter and CABC on roadway and parking lot.
12. Seed, straw and tack areas behind the curb and gutter that are graded to their final disposition.
13. Upon completion of the project, remove silt fence and rock check dams.
14. Seed, straw and tack any remaining exposed areas.
Maintenance Notes:
1.
Do not let
any area
remained exposed for more than 15 calendar days without applying temporary seeding.
2.
Maintain all
erosion
control measures daily and reseed disturbed areas as needed.
3.
Inspect all
erosion control measures weekly and after each rainfall event. Repair as needed.
4.
At the end
of each
day's storm drainage operation, construct a temporary pipe inlet protection device until the
next day's
operation
continues.
EROSION CONTROL MAINTENANCE PLAN
SCALE: N.T.S.
ULNLKAL NUItS:
i.CLEAR THE ENTRANCE AND EXIT AREA OF ALL VEGETATION, ROOTS, AND
OTHER OBJECTIONABLE MATERIAL.
2. PLACE THE GRAVEL TO THE SPECIFIC GRADE AND DIMENSIONS SHOWN
ON THE PLANS, AND SMOOTH IT.
3. PROVIDE DRAINAGE TO CARRY WATER TO SEDIMENT TRAP OR OTHER
SUITABLE OUTLET.
4. MAINTAIN THE GRAVEL PAD IN A CONDITION TO PREVENT MUD OR
SEDIMENT FROM LEAVING THE CONSTRUCTION SITE. THIS MAY REQUIRE
PERIODIC TOPDRESSING W/2 INCH STONE.
CONSTRUCTION ENTRANCE
SCALE: N.T.S.
CONSTRUCTION SPECIFICATIONS
GRUBBING AS SPACE ALLOWS.
5 TEMPORARY SEDIMENT FENCE (SILT FENCE
D-04 SCALE: N.T.S.
DEWATER
1. LAY ONE BLOCK ON EACH SIDE OF THE STRUCTURE ON ITS _ - A
SIDE ON 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 THE BLOCK AGAINST THE EDGE OF THE
STORM DRAIN FOR LATERAL SUPPORT AND TO AVOID 8, o
WASHOUTS WHEN OVERFLOW OCCURS. IF NEEDED, GIVE ° 0
o 4
LATERAL SUPPORT TO SUBSEQUENT ROWS BY PLACING 2x4 0o a
WOOD STUDS THROUGH BLOCK OPENINGS. CAREFULLY FIT 8000
HARDWARE CLOTH OR COMPARABLE yo�n
2. WIRE MESH WITH 1/2-INCH OPENING OVER ALL BLOCK J obo
PM
OPENING TO HOLD GRAVEL IN PLACE.
3. USE WASHED STONE PLACED 2 INCHES BELOW THE TOP OF
THE BLOCK ON A 2:1 SLOPE OR FLATTER AND SMOOTH IT TO
AN EVEN GRADE.
4. INSTALL 1/4 IN. WIRE MESH HARDWARE CLOTH, AND METAL
POSTS THAT ARE 5 FT. TALL. PLACE THE WIRE MESH A TEMPORARY SEDIMENT
MINIMUM OF 3 FT. HIGH, AND THE STONE A MINIMUM OF 1 POOL
FT. HIGH.
5. BEFORE COMMENCING CLEARING & GRUBBING OPERATIONS,
THE CONTRACTOR SHALL FIELD LOCATE ALL EX. INLETS WITHIN
THE OPERATIONS AREA AND INSTALL INLET PROTECTION. 1'MIN.
(REFERENCE: EROSION AND SEDIMENT CONTROL PLANNING AND 2'MAX.
....
DESIGN MANUAL, 6.52)
111-
SEDIMENT
BLOCK AND GRAVEL INLET PROTECTION
SCALE: N.T.S.
NOTE 4
NCRETE BLOCK
2:1 SLOPE, WASHED STONE FILTER
WIRE SCREEN
�N CARO�i�
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