SW7080224_APPROVED PLANS_20080522

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

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,CHERRY
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Parcelcel Id Id 7-009 -078
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USE: VACANT
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RESIDENTIAL TRACT
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1 COX, JAMES E & LINDA W _
Parcel Id 7-009 -077 /
USE: RESIDENTIAL
ONE FAMILY UNIT x98.1 / �� - 97.4x
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1 �1 111` 1111111111\ \ USE: COMM-MOBILE HOME PARKS
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Parcel Id 7-009 023 I 111 11
USE: COMM-FOOD kSSSSSERV/ ` I 11111 x98.7
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x98x98.8
x 98s SOUTH SHORE PROPERTIES LLC
Parcel Id 7-009 -082
USE: RESIDENTIAL
ONE FAMILY UNIT
*NEW BERN
I'
12,
01
VOJ OLD CI
POIN
ARMSTRONG
RD
J.W. McGinnis
Architect
1510 EAST DIXON BOULEVARD
NEUSE RIVER Shelby, North Carolina 28152
r_�
PHONE:[phone]
MOBILE: [phone]
FAX: [phone]
EMAIL: [e-mail]
VICINITY MAP
GENERAL NOTES
1. LOT AREA: 1.91 ACRES
JEFFERSON, PETE & EVA 2. CURRENT ZONING: PBC - PLANNED B-C
Parcel Id 7-009 -080 PIN: 7-009-079
USE: RESIDENTIAL DEED BOOK: 2569
ONE FAMILY UNIT PAGE NO.: 0058
97.8
BLACKMAN,CARL OBRIEN
& JENNIFER
Parcel Id 7-009 -081
USE: RESIDENTIAL
ONE FAMILY UNIT
x97.2
x97.2
97.Of'///
3. PROJECT ADDRESS: 1006 OLD CHERRY POINT ROAD
NEW BERN, NORTH CAROLINA
4. CONTACT ADDRESS: MANHAR PATEL
(OWNER) 607 KEMPTON DR.
GREENVILLE, NORTH CAROLINA, 27834
5. EXISTING USE: MOBILE HOME LOT
PROPOSED USE: HOTEL
6. TOPOGRAPHIC 6 BOUNDARY INFORMATION FROM A SURVEY BY:
ATLANTIC SURVEY 6 DESIGN, PA
1305 COUNTRY CLUB ROAD
NEW BERN, NORTH CAROLINA
PH [phone]
x97
97.
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LEGEND
EXIST. PROPERTYLINE
- - - - EXIST. CONTOUR
- - - - - EXIST.CURB
EXIST. DRAINAGE
EXI5T.5ETBACK
-- - EXIST. CENTERLINE
-5 Ss EXIST. SANITARY SEWER LINE
W w EXIST. WATERLINE
G EXIST. GASLINE
X TO BE REMOVED
APPROVED
NORTH CAROLINA ENVIRONMENTAL
MANAGEMENT COMMISSION
DIVISION OF WATER OUALIT',
Date__, (r"q-;-a. 2t o F
Stormwater Permit No. S D 90i-)-I'
SCALE: V=20'
0 10 20 40
aft N C A ROZ�
� a6I5TFRe
2672
M CCG
LARISSA M. COLES, P.E.
NC # 029478
1510 E. DIXON BLVD.
SHELBY, NC 28152
704-482-7883
Project Manager: Jerry W. McGinnis, AIA
Project Architect: Jerry W. McGinnis, AIA
drawn by: ATH
checked by. JWM / LMC
This drawing and the design shown
is the property of J.W. McGinnis,
Architect. The reproduction or use
of this property without the written
consent of the Architect is prohibited
and any infringement of the ownership
rights will be subject to legal action.
All copies of this drawing must be
returned to the Architect at the
completion of the contract.
I
no.
NCDENR COMMENTS
description
05/OG/08
date
Revisions
MANHAR PATEL
607 KEMPTON DR
GREENVILLE, NORTH CAROLINA, 27834
owner
Best Western
Riverside Suites
New Bern, North Carolina
project title
EXISTING CONDITIONS
PLAN
sheet title
0708-5
project no. CM1
01/04/08 I
I
date sheet no. 1 of 9

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COX, JAMES E & LINDA W
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Parcel Id 7-009 —077
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USE: RESIDENTIAL /
ONE FAMILY UNIT /
PROP.6UTTER E
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USE: COMM—FOOD RV/
RESTAURANT\\
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1714 ,
R20'
(TYP.)
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125
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(TYP.)
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JRB AND C-e
GUTTER
(TYP.)
20'
0
BEST WESTERN
80 ROOM
HOTEL
i
SOUTH SHORE PROPERTIES LLC
Parcel Id 7-009 —082
USE., RESIDENTIAL
ONE FAMILY UNIT
/
„� WHEELCHAIR RAMP DETAIL
GUTTER
(TYP.)
HARRIS, CHERRY
Parcel Id 7-009 —078
USE: VACANT
RESIDENTIAL TRACT
*NEW B(ERRN'
OLD CHEW
POINT RD
ARMSTRONG AVE.
GREEN SPRING
ROAD
VICINITY MAP
GENERAL NOTES
J.W. McGinnis
Architect
1510 EAST DIXON BOULEVARD
NEUSE RIVER
Shelby, North Carolina 28152
17
PHONE:[phone]
MOBILE: [phone]
FAX: [phone]
EMAIL: [e-mail]
1.
LOT AREA: 1.91 ACRES
JEFFERSON, PETE & EVA
2•
CURRENT ZONING: PBC - PLANNED B-C
Parcel Id 7-009 —080
PIN:7-009-079
USE: RESIDENTIAL
DEED BOOK: 2569
ONE FAMILY UNIT
PAGE NO.: 0058
3.
PROJECT ADDRESS:1006 OLD CHERRY POINT ROAD
NEW BERN, NORTH CAROLINA
4.
CONTACT ADDRESS: MANHAR PATEL
(OWNER) 607 KEMPTON DRIVE
cA
GREENVILLE, NORTH CAROLINA, 27834
n'
5.
EXISTING USE: MOBILE HOME LOT
o
PROPOSED USE: HOTEL
O •
4.
TOPOGRAPHIC 6 BOUNDARY INFORMATION FROM A SURVEY BY:
rn
ATLANTIC SURVEY 6 DESIGN, PA
1305 COUNTRY CLUB ROAD
NEW CAROLINA
PH 252) 3�3- 649H
5.
FLOOR AREA RATIO TO LOT
BLACKMAN,CARL 0BRIEN 6.
BUILDING AREA: ?????S SQ. FT.
& JENNIFER
Parcel Id 7-009 —081 7
PARKINv:
USE: RESIDENTIAL
ONE FAMILY UNIT
REQUIRED = 7
SCALE=NTS
PROVIUFD = 76 SPACES
4 H/C SPACES
80 SPACES
8. ALL RADII ARE MEASURED TO BACK OF CURB
AND ARE 3' UNLESS OTHERWISE NOTED.
ALL DDAENSIONS ARE MEASURED TO BACK OF CURB
UNLESS OTHERWISE NOTED.
10. UNLESS OTHERWISE NOTED INSTALL 18" CURB AND GUTTER.
11. ALL CONSTRUCTION MUST BE PERFORMED IN ACCORDANCE
WITH CURRENT CRAVEN COUNTY STANDARD SPECIFICATIONS
AND DETAILS.
LEGEND
EXIST. PROPERTYLINE
EXIST. CURB
-- EXIST.SETBACK
EXIST. CENTERLINE
PROP. 18" CURB AND GUTTER
PROP. CENTERLINE
PROP. EDGE OF PAVEMENT
0 0 o PROP. FENCE
SCALE: V=20'
mi
0 o- 20 40
�pSN CAROL
�0��6i5TFQ�r9
2672
a q
2~
W. Mc0
LARISSA M. COLES, P.E.
NC # 029478
1510 E. DIXON BLVD.
SHELBY, NC 28152
704-482-7883
Project Manager: Jerry W. McGinnis, AIA
Project Architect: Jerry W. McGinnis, AIA
drawn by. ATH
checked by. JWM / LMC
This drawing and the design shown
is the property of J.W. McGinnis,
Architect. The reproduction or use
of this property without the written
consent of the Architect is prohibited
and any infringement of the ownership
rights will be subject to legal action.
All copies of this drawing must be
returned to the Architect at the
completion of the contract.
I
no.
NCDENR COMMENTS
description
05/06/08
date
Revisions
MANHAR PATEL
607 KEMPTON DR.
GREENVILLE, NORTH CAROLINA, 27834
owner
Best Western
Riverside Suites
New Bern, North Carolina
project title
STAKING
PLAN
sheet title
0708-5
project no. Cm2l
01 /04/08
date sheet no. 2 of 9

SEE PLANS
LU 0 CONCRETE
.., 4" .c r • .s� ti�
COMPACTED SUBGRADE
PAVING
#4 BAR 3'-6"
CONT 6 2'-6" 6"
SLOPE 611
311P
N °
FAD BAS ,
#4 BAR CURB FLUME
CONT
I I .. Id SCALE=NTS
ON SITE WHERE WATER DRAINS AWAY FROM WALK
/
INTEGRAL SIDEWALK &CURB DETAIL A / COX, JA E & LINDA W Id /
Parcel d 7-009 -077
SCALE=NTS USE: RESIDENTIAL
ONE FAMILY UNIT /
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Parcel Id 7-009 023
USE: COMM-FOOD ���SSSERV/
RESTAURANT\
1
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1 1
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1 wow
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A PROP. HANDICAP
C-7 SIGN MOUNTED
ON BLDG (TYP.)
C PROP. HANDICAP \
C-7 PARKING (TYPJ
W M1+
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1
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SUN
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0
46000
00*
PROPOSED
INTEGRAL BEST WESTERN
WALK 80 ROOM
HOTEL
_
,
NBC
H'C
'ROPOSEO Y
VHEEL STOP
(TYP.) o
PROPOSED CF)
STRIPING
(TYP.)
y�J
SOUTH SHORE PROPERTIES LLC
Parcel Id 7-009 —082
USE: RESIDENTIAL
ONE FAMILY UNIT
d
sWE
PROP.
IDEM
(TYP.)
;UPERPAVE 9.5A
ABC STONE
LIGHT DUTY PAVEMENT
AIL SCALE=NT5
/
PROPOSED B 4*000
STRIPING C-7
(TYP.) —+
PROPOSED D 1
BOLLARDS C-3 1
6SPACES @9
9-1
CONCRETE
#4 BAR
FILLET WELD
SECTION 'A'
BOLLARD DETAIL DIA
HARRIS. CHERRY
Parcel Id 7-009 —078
USE: VACANT
RESIDENTIAL TRACT
•NEW BERN
/OLD CHERR
POINT RD
ARMSTRONG AVE.
J.W. McGinnis
Architect
1510 EAST DIXON BOULEVARD
NEUSE RIVER''
Shelby, North Carolina 28152
T7
PHONE:[phone]
MOBILE: [phone]
j
FAX:[phone]
EMAIL: [e-mail]
VICINITY MAP
GENERAL NOTES
1. PARKING:
JEFFERSON, PETE & EVA REQUIRED = 1/250 SF
Parcel Id 7-009 -080 2,415.77s SQ. FT. = 10 SPACES
USE: RESIDENTIAL
ONE FAMILY UNIT
PROVIDED= 76 SPACES
4 H/C SPACES
80 SPACES
2. ALL CONSTRUCTION MUST BE PERFORMED IN ACCORDANCE
WITH CURRENT CRAVEN COUNTY STANDARD SPECIFICATIONS
AND DETAILS.
3. CONTRACTOR SHALL SAWCUT ALL ASPHALT TO BE REMOVED IN
NEAT STRAIGHT LINES AND V FROM PROPOSED EDGE OF NEW CURI
AND GUTTER.
4. PROPOSED CURB AGAINST EXISTING ROADWAY TO BE INSTALLED
MATCH EXISTING ASPHALT ELEVATIONS BUT AT NO TIME CREATE
LOW OR FLAT SPOTS THAT WILL HOLD WATER.
DLACKMAN,CARL OBRIEN
& JENNIFER
(Parcel Id 7-009 —081
USE: RESIDENTIAL
ONE FAMILY UNIT
LEGEND
EXIST. PROPERTYLINE
EXIST. CURB
1
EXIST. SETBACK
— EXIST. CENTERLINE
PROP. 18" CURB AND GUTTER
-CONCRETE CAP
— PROP. CENTERLINE
PROP. EDGE OF PAVEMENT
FILL WITH CONCRETE
PROP.FENCE
6" STANDARD PIPE
PROP. CONCRETE
X -0 LONG SET
-
IN CONCRETE
DE LINE
SCALE=NTS
LARISSA M. COLES, P.E.
NC # 029478
1510 E. DIXON BLVD.
SHELBY, NC 28152
704-482-7883
Project Manager: Jerry W. McGinnis, AIA
Project Architect: Jerry W. McGinnis, AIA
drawn by: ATH
checked by. JWM / _MC
This drawing and the design shown
is the property of J.W. McGinnis,
Architect. The reproduction or use
of this property without the written
consent of the Architect is prohibited
and any infringement of the ownership
rights will be subject to legal action.
All copies of this drawing must be
returned to the Architect at the
completion of the contract.
I
no.
NCDENR COMMENT5
description
05/OG/08
date
FReisions
MANHAR PATEL
607 KEMPTON DR.
GREENVILLE, NORTH CAROLINA, 27834
owner
Best Western
Riverside Suites
New Bern, North Carolina
project title
i
PAVING AND STRIPING
PLAN
sheet title
0708-5
project no. Cm3
SCALE: 1"=20'
01 /04/08
0 10 20 40 date sheet no. 3 of 9

SETTLED
TOP —
TOP OF WEIR
Z � — I.,
f N
m o
a "4
CLASS I RIPRAP
CROSS SECTION
2:1 SIDE
_i SLOPE MAX.
1:1 SIDE SLOPE It,
MAX.
STONE SECTION
FILTER FABRIC
TEMPORARY SEDIMENT TRAP
BY-PASS
6" BELOW
SETTLED TOP
OF DAM
BASIN DIMENSION CHART
WEIR REQUIRED STORAGE DIMENSIONS(FT.)
BASIN (L X W) VOLUME TOP BOTTOM DEPTH
# I
5'x 1.5'
1080 CF
78'x 24'
72'x 18'
V
#2
5'xl.5'
1080 CF
86'x 23'
80'x 17'
1'
#3
5'x 1.5'
1098 CF
128'x 18'
124'x 14'
1'
SCALE=NTS DENUDED LIMIT
1.96 ACRES
111
<.o t /
99 _
x125'x1.5'
1
�TDD
ck
1 1�
li
1 �
DITCH (TYP.) \C-8
A N PROP. SILT
COX, JAMES E & LINDA IN lttC-8 FENCE (TYP.)
Parcel Id 7-009 -077
USE: RESIDENTIAL - — �� — DSO
ONE FAMILY UNIT / — 1 Dp��'(0ID
BEST-1AIESTERI4' \\
80 ROOM
HOTEL \
FFE = 102.00 \1
SOUTH SHORE PROPERTIES LLC
Parcel Id 7-009 -082
USE: RESIDENTIAL
ONE FAMILY UNIT
1
(TYP.)
PROP
SACK
/ �9CA V,
NEUSE BL VDLU
0
HARRIS, CHERRY *NEW BERN
1 Parcel Id 7-009 -078
USE: VACANT 70 NEUSE RIVER
RESIDENTIAL TRACT
17
1 �
a3'
10,
01
70
2
�OJ OLD CHERRY
1 POINT RD S
ARMSTRON6 AVE.
GREEN SPRINGS
VICINITY MAP
-
/ = GENERAL NOTES `
\1
T
TOPOGRAPHIC & BOUNDARY INFORMATION FROM A SURVEY BY:
~r�
ATLANTIC SURVEY & DESIGN, PA
1305 COUNTRY CLUB ROAD
NEW BERN, NORTH CAROLINA
_
[phone]
\
I JEFFERSON, PETE & EVA 2.
ALL SEDIMENT CONTROL MEASURES SHALL BE
Parcel Id 7-009 -080
INSPECTED AT LEAST ONCE EVERY SEVEN CALENDAR
a USE: RESIDENTIAL
DAYS AND AFTER ANY STORM EVENT OF GREATER
ONE FAMILY UNIT
THAN 0.5 INCHES OF PRECIPITATION DURING ANY
j
24-HOUR PERIOD. DAMAGED OR INEFFECTIVE DEVICES
SHALL BE REPAIRED OR REPLACED AS NECESSARY
rn o 3.
ALL SEDIMENT CONTROL FEATURES SHALL BE
MAINTAIND UNTIL FIAL STABILIZATION HAS'
'
OBTAINED. DDITIONAL CONTROL DEVICES MAY BEEN
'
REQUIRED DURING CONSTRUCTION IN ORDER TO
a
\� `
CONTROL EROSION AND/OR OFF SITE SEDIMENTATION.
1 Ln
ALL TEMPORARY CONTROL DEVICES SHALL BE
o N
REMOVED ONCE CONSTRUCTION IS COMPLETE AND
\
\
SITE I5 STABILIZED.
p 4.
\\
STABILIZATION MEASURES SHALL BE INITIATED AS
0 01
SOON AS PRACTICABLE IN PORTIONS OF THE SITE
rn
WHERE CONSTRUCTION ACTIVITIES HAVE TEMPORARILY
\
OR PREMATURELY CEASED, BUT IN NO CASE MORE
\ y
THAN 14 DAYS AFTER THE CONSTRUCTION ACTIVITY IN
0
THAT PORTION OF THE SITE HAS TEMPORARILY OR
PERMANENTLY CEASED, UNLESS ACTIVITY IN THAT
ASSE6
PORTION OF THE SITE WILL RESUME WITHIN 21 DAYS.
WALE 5.
PROVIDE SILT FENCE AND/OR OTHER CONTROL DEVICES
BLACKMAN,CARL OBRIEN
AS MAY BE REQUIRED, TO CONTROL SOIL EROSION
& JENNIFER
DURING UTILITY CONSTRUCTION. ALL DISTURBED AREAS
Parcel Id 7-009 -081
SHALL BE CLEANED, GRADED AND STABILIZED WITH
USE: RESIDENTIAL
GRASSING IMMEDIATELY AFTER THE UTILITY INSTALLATION.
ONE FAMILY UNIT 6.
THE CONTRACTOR MUST TAKE NECESSARY ACTION
/
TO MINIMIZE THE TRACKING OF MUD ONTO PAVED
/
ROADWAY FROM CONSTRUCTION AREAS. THE
CONTRACTOR SHALL DAILY REMOVE MUD/SOIL FROM
w
PAVEMENT, AS MAY BE REQUIRED OR ADD WASH STATION.
7.
ALL CONSTRUCTION MUST BE PERFORMED IN ACCORDANCE
WITH THE STANDARD SPECIFICATIONS AND DETAILS.
8.
REFER TO SHEET C-6 FOR EROSION CONTROL DETAILS.
\
9.
\ g
DENUDED AREA = 1.96± ACRES
10.
SOIL "YPE: ALTAVISTA FINE SANDY LOAM &
\
PANTEGO FINE SANDY LOAM
000
i
A TEMP.SEDIM
C-4 TRAP #1
(92' x 35' x V
WDED LIMITS
1.96 ACRES
-PROP. 51
WEIR 1
T IA1
LEGEND
EXIST. PROPERTYLINE
--- ---� — — —
EXIST. CURB
— -
EXIST. SETBACK
—
EXIST. CENTERLINE
EXIST. STORM DRAINAGE
PROP. 18" CURB AND GUTTER
—
PROP. CENTERLINE
PROP. EDGE OF PAVEMENT
0 0 o
PROP.FENCE
_ 99
PROP. CONTOUR
PROP. STORM DRAINAGE
PROP. CATCH BASIN
❑®
PROP. AREA BASIN
®
PROP. FLARED END SECTION
PROP. INLET PROTECTION
PROP. SILT FENCE
PROP. DENUDED LIMITS
_w-TDD fTDDfTDD
TEMP. DIVERSION DITCH
SCALE: P=20'
0 10 20 40
J.W. McGinnis
Architect
1510 EAST DIXON BOULEVARD
Shelby, North Carolina 28152
PHONE: [phone]
MOBILE: [phone]
FAX: [phone]
EMAIL: [e-mail]
� a61STFR�.
2672
W.
LARISSA M. COLES, P.E.
NC # 029478
1510 E. DIXON BLVD.
SHELBY, NC 28152
704-482-7883
Project Manager: Jerry W. McGinnis, AIA
Project Architect: Jerry W. McGinnis, AIA
drawn by: ATH
checked by. JWM / LMC
This drawing and the design shown
is the property of J.W. McGinnis,
Architect. The reproduction or use
of this property without the written
consent of the Architect is prohibited
and any infringement of the ownership
rights will be subject to legal action.
All copies of this drawing must be
returned to the Architect at the
completion of the contract.
I
no.
NCDENR COMMENT5
description
05/OG/08
date
Revisions
MANHAR PATEL
607 KEMPTON DIL
GREENVILLE, NORTH CAROLINA, 27834
owner
Best Western
Riverside Suites
New Bern, North Carolina
project title
EROSION CONTROL
PLAN
sheet title
0708-5
project no. C 4
01/04/08
date sheet no. 4 of 9

k....,...... ) _ .. _ .. _..
/ 1
1 -
/
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1 _
1 -
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1 COX, JAMES E & LINDA W
Parcel Id 7-009 -077 \\
USE: RESIDENTIAL
1 ONE FAMILY UNIT x 98.1-
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1 x99.1
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RUBY TUESDA111xse.e
NC 1 I 1
Parcel Id 7-009 023 I 1
USE: A COMM-FOOD USER V/11 1 x 9 8. 7
RESTAURAN
\ I
x9&9 SOUTH SHORE PROPERTIES LLC
1 Parcel Id 7-009 -082
1 I USE: RESIDENTIAL
1 1 100.2 1 - 199 7 - ONE FAMILY UNIT
(1 00.0 \
Ix98.5
1 0
1
HARRIS, CHERRY
Parcel Id 7-009 -078
USE: VACANT
RESIDENTIAL TRACT
7
7.
x97.
•NEW BERN
r
cY
J�
a
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/ZARMSTRODN&
COJ
VICINITY MAP
GENERAL NOTES
J.W. McGinnis
Architect
1510 EAST DIXON BOULEVARD
MUSE MVER Shelby, North Carolina 28152
17 PHONE:[phone]
MOBILE: [phone]
FAX: [phone]
EMAIL: [e-mail]
1.
TOPOGRAPHIC INFORMATION FROM A SURVEY BY;
ATLANTIC SURVEY A DESIGN, PA
JEFFERSON, PETE & EVA
1305 COUNTRY CLUB ROAD
Parcel Id 7-009 -080
NEW BERN, NORTH CAROLINA
USE: RESIDENTIAL
[phone]
ONE FAMILY UNIT
2.
ALL PROPOSED SPOT ELEVATIONS WITHIN PAVED AREAS
ARE AT PROPOSED BOTTOM OF CURB UNLESS OTHERWISE
NOTED,
3.
PROPOSED CONTOURS AND SPOT ELEVATIONS ARE
FINISHED GRADE.
N
4.
ALL CONSTRUCTION MUST BE PERFORMED IN ACCORDANCE
WITH CURRENT CRAVEN COUNTY STANDARD SPECIFICATIONS
o
AND DETAILS.
0
I
rn
5.
ALL DEBRIS AND SURPLUS MATERIAL TO BE HAULED OFF -SITE AN[
DISPOSED OF TO A PERMITTED DISPOSAL SITE. CONTRACTOR TO
PROVIDE OWNER WITH SITE ADDRESS AND A COPY OF THE CURREI
- /
AND APPROVED PERMIT.
97.8
BLACKMAN,CARL OBRIEN
& JENNIFER
Parcel Id 7-009 -081
USE: RESIDENTIAL
ONE FAMILY UNIT
x9F.2
x97
V
9 ;A� LEGEND
1
EXIST. PROPERTYLINE
1 - - - - EXIST.CURB
EXIST.5ETBACK
- EXIST. CENTERLINE
PROP. CURB AND GUTTER
PROP. CENTERLINE
PROP. EDGE OF PAVEMENT
0 o a PROP. FENCE
1 -77 PROP. CONTOUR
98.00 m PROP. SPOT ELEVATION
PROP. DENUDED LIMITS
PROP. FLOW ARROW
\\ 9.77 \\1
1 \ 1 \ \ \ 1 \111
\ 1\\\1&
1\ i
1 \ 1 \\\1111\ 1\I _
1 \ 1/
1
\ 1 1 \11
1 1\111 /
700.3\ k99.9
N /
/
i
/
1
/
/
/
N CAROZ�
2 er 5.r
2672
M r6
LARISSA M. COLES, P.E.
NC # 029478
1510 E. DIXON BLVD.
SHELBY, NC 28152
704-482-7883
Project Manager: Jerry W. McGinnis, AIA
Project Architect: Jerry W. McGinnis, AIA
drawn by: ATH
checked by: JWM / LMC
This drawing and the design shown
is the property of J.W. McGinnis,
Architect. The reproduction or use
of this property without the written
consent of the Architect is prohibited
and any infringement of the ownership
rights will be subject to legal action.
All copies of this drawing must be
returned to the Architect at the
completion of the contract.
I
no.
NCDENK COMMENTS
I description
05/OG/08
date
Revisions
MANHAR PATEL
607 KEMPTON DR.
GREENVILLE, NORTH CAROLINA, 27834
owner
Best Western
Riverside Suites
New Bern, North Carolina
project title
GRADING
PLAN
sheet title
0708-5
project no. Cm5
SCALE:1"=20' 01/04/08
0 10 20 date sheet no. 5 of 9

DRAINAGE SYSTEM DATA TABLE
MAIN LINE
DRAINAGE STRUCTURES
MAIN LINE
PIPING STRUCTURES
DRAINAGE AREA
DETAIL REF.
STRUCT.
INV. IN
INV. OUT
RIM ELEV. *
PIPE
SIZE
TYPE
LENGTH **
SLOPE
"E / C-8
FLUME#3
98.84
98.00
FLUME#3
2.5' wide
concrete
6'
2.0%
'E / C-8
FLUME#4
99.39
99.17
FLUME#4
2.5' wide
concrete
6'
2.0%
FLUME#1
2.5' wide
concrete
3'
1.0%
"E / C-8
FLUME#1
98.00
97.88
FLUME#2
2.5' wide
concrete
3'
1.0%
"E" / C-8
FLUME#2
98.00
97,88
FES#3
96.02
SD-3
18"
RCP
54'
0.50%
"C' / C-10
FES#4
95.75
"C' / C-10
FES#5
96.52
SD4
18"
RCP
46'
0.50%
"C' / C-10
FES#6
96.75
"B" / C-10
6TCB#2
95.63
SD-2
12"
RCP
5'
0.50%
"C' / C-10
FES#2
95.60
"B" / C-10
OTCB#21
97.66
SD-1
12"
RCP
132'
0.50%
0
Q FOREBAY
COX, JAMES E & LINDA W
Parcel Id 7-009 -077 Q
USE: RESIDENTIAL
ONE FAMILY UNIT
i
C' / C-10 FES#1 97.00
� 16
* ELEVATION LISTED REPRESENTS TOP ELEVATION FOR JUNCTION BOXES, GUTTER ELEVATION AT
CURB INLETS, AND RIM ELEVATION OF AREA BASINS.
** LENGTHS SHOWN ARE FROM CIL OF BOXES AND END OF FLARED END SECTIONS.
8j �
8
\ APPROX. LOCATION �' " 9j 10061 W ag �s�r
I 1 \ OF EXIST. 8" SDR-26
PVC f,TERLINE Lot 4� - �- I�2 � r4io> \�
1 f 1 11 G�, pt 3 "-" �. - ----_- - 10165 ! �\
4�
1 1 0 J� ss 1 \
� 10
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,°2 .g� DA#2 �° \\
2z 1 0.33�CRES \
9e9.5 �' .ti� �� IMPERV OUS AREA
a1--�-- q --_ 99 -- "-1-8 = 0.28 ACRES
,p
FO MAY \� 6 FiR> y ti°OI
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1 0 11 1 9 �. r�M 1.2� _woo
1
96.7 $ 0.1 I
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1 1 S I 1 ME#1
1 1 I 99
11 I
RUBY TUESDAI�INC 1 , II 1 I 11 FOREBAY
Parcel Id 7-009 ,023
USE: COMM-FOOD 15ERV/ 1 1
RESTAURANT\` £ 1 1 1
1 1 II 1 '\
1 \ .S#3
1 1 1 PROP. FLARE
1 0 \ 1 END 5ECTIC
s 1 9 11 1 11 (TYP.)
\ 1\ 11
APPROX. LOCATION 1 \ 1 \ 11 \
OF EXIST. 2" LOW \ 1 1 1 \11 \I\ 111
PRESSURE FORCE MAIN 1 1 1 1\ 1 \1111111\11
\ \ 1111 0A
\1
111 � 111'
99, - - - B-EST-WESTERN
80 ROOM
HOTEL \\
FFE = 102.00 , 10Z.0°
1 �
a
i
101. 1 102.00
1
99SS
PIPE ALL ROOF DRAINAGE
ro!8s TO 1510-RETENTION AREA # 1
10175tc \ 1
DA#1
0.31 ACRS
ti 01
IMPERVIOUS AREA
°~�a = 0.27 ACRES,
\
a Vc g9
two
SOUTH SHORE PROPERTIES LLC
Parcel Id 7-009 -082
USE: RESIDENTIAL
ONE FAMILY UNIT
iP
w
F BIO-RETENTION
:or ' DA#3 C-9 AREA #3 -
tI
0.24 ACRES
ERVIOUS AREA
= 0.21 ACRES
rq,1 \
NTION F
# I C-9
HARRIS, CHERRY
Parcel Id 7-009 -078
USE: VACANT
RESIDENTIAL TRACT
STONE
DAM
BIO-RETENTION F
AREA #2 C-9
0 1
y�``��, 5; TON
ys�P /FOR OVI
v-INV. _
FOREBAY
*NEW BERN
l OLD CHERR'
/ POINT RD
ARMSTRONG AVE.
GREEN SPRING
ROAD
J.W. McGinnis
Architect
1510 EAST DIXON BOULEVARD
NEUSE RIVER Shelby, North Carolina 28152
17 PHONE:[phone]
MOBILE: [phone]
FAX: [phone]
53
EMAIL: [e-mail]
VICINITY MAP
GENERAL NOTES
1.
TOPOGRAPHIC & BOUNDARY INFORMATION FROM A SURVEY BY:
ATLANTIC SURVEY & DESIGN, PA
JEFFERSON, PETE & EVA
1305 COUNTRY CLUB ROAD
Parcel Id 7-009 -080
NEW BERN, NORTH CAROLINA
USE: RESIDENTIAL
[phone]
ONE FAMILY UNIT
2.
ALL CONSTRUCTION MUST BE PERFORMED IN ACCORDANCE
WITH CURRENT CRAVEN COUNTY STANDARD SPECIFICATIONS
5' STONE WEIR FOR
AND DETAILS.
OVERFLOW 3.
GENERAL CONTRACTOR ALONG WITH THE UTILITY CONTRACTOR
INV. = 98.8
TO VERIFY AN ADEQUATE INVERT DEPTH OF THE SEWER TAP.
4.
SITE AREA = 1.91 ACRES
N
IMPERVIOUS AREA = 1.34 ACRES
70% SITE IMPERVIOUS.
N
5.
ALL PLANT METERIAL SHALL CONFORM TO THE STANDARD OF THE
CURRENT EDITION OF AMERICA STANDARD FOR NURSERY STOCK
0,
AS APPROVED BY THE AMERICAN STANDARD INSTITUTE, INC.
6.
ALL PLANT METERIALS SHOULD HAVE NORMAL, WELL -DEVELOPED
BRANCHES AND VIGORIOUS ROOT SYSTEMS, AND BE FREE FROM
PHYSICAL DEFECTS, PLANT DISEASES AND INSECT PEST.
i
7.
ALL PLANT METERIALS SHOULD BE TAGGED FOR IDENTIFICATION
WHEN DELIVERED.
BLACXMAN,cARL oeR1EN 8.
PLANT SIZE SHOULD BE NO LESS THAN 2.5" DBH FOR TREES;
& JENNIFER
3 GALLON FOR SHRUBS; AND 1-QUART FOR HERBACEOUS PLANT.
Parcel Id 7-009 -081
FIR USE: RESDENTIAL 9.
WOODY VEGETATION SHOULD NOT BE PLANTED AT INFLOW
ONE FAMILY UNIT
LOCATIONS.
`5TON f-
`-15AM _ LEGEND
Q - - - EXIST. PROPERTYLINE
EXIST.CURB
EXIST. SETBACK
1
- -- - EXIST. CENTERLINE
EXIST. STORM DRAINAGE
Ss ss EXIST. SANITARY SEWER LINE
w w EXIST. WATERLINE
G G EXIST. GASLINE
PROP. CURB AND GUTTER
PROP. CENTERLINE
PROP. EDGE OF PAVEMENT
o n o PROP. FENCE
r PROP. CONTOUR
PROP. STORM DRAINAGE
PROP. CATCH BASIN
PROP. AREA BASIN
® PROP. FLARED END SECTION
SS 55 PROP. SANITARY SEWER LINE
W W PROP
i
i
i
*NOTE:THERE IS NO EVIDENCE OF WETLANDS ON SITE
i
10019
�99 1
. *. ��f�l
BIORETENTION BASIN LANDSCAPING CHART
SYMBOL
SCIENTIFIC NAME
COMMON NAME
CONDITION
CITY.
SPACING
SIZE
BETULA NIGRA
RIVER BIRCH
B 4 B
10
30' O.C.
1 -112 CAL.
ARONIA ARBUTIPOLIA
RED CHOKEBERRY
CONT.
38
1 G O.C.
3 GAL. CONT.
. WATERLINE
G G PROP. GASLINE
.� PROPOSED DRAINAGE AREA LINE
SCALE: 1"=20'
0 10 20 40
_ .oA CARo,4I
2 STFRFQ '
2672
tiN
W MC6
LARISSA M. COLES, P.E.
NC # 029478
1510 E. DIXON BLVD.
SHELBY, NC 28152
704-482-7883
Project Manager: Jerry W. McGinnis, AIA
Project Architect: Jerry W. McGinnis, AIA
drawn by: ATH
checked by. JWM / LMC
This drawing and the design shown
is the property of J.W. McGinnis,
Architect. The reproduction or use
of this property without the written
consent of the Architect is prohibited
and any infringement of the ownership
rights will be subject to legal action.
All copies of this drawing must be
returned to the Architect at the
completion of the contract.
I
no.
NCDENR COMMENTS
1 description
05/OG/08
date
Revisions
MANHAR PATEL
607 KEMPTON DR.
GREENVILLE, NORTH CAROLINA, 27834
owner
Best Western
Riverside Suites
New Bern, North Carolina
project title
DRAINAGE AND UTILITY
PLAN
sheet title
0708-5
project no. C1111111116
01/04/08
date sheet no. 6 of 9

VAN
SIGN R7-8
(ONE SIGN TO R
"VAN ACCES5I81
PARKING
VAN
F&
R7-8D
MAXIMUM
PENALTY
$250
°umns
%ri`��i��i
%Yirr� F°r rr\r
12"
VAN ACCESSIBLE
HANDICAP SIGN DETAILS
9"
F—
s
GUTTER
5'-0"
CORNER INSTALLATION
_ 5'-0" •� 5 -0" _
TAPER TAPER
LATERAL INSTALLATION
GUTTER TRANSITION DETAIL
SCALE=NT5
SCALE=NTS
WOVEN WIRE FABRIC REINFORCING STL HIGH CHAIRS TURN DOWN CONCRETE
PLACED FROM SURFACE @ 4' GRID W.W.M. AROUND
@"H"/4 + 1"= "D" (TYPICAL)
6" HEIGHT = 2.5" DEPTH COMPLETE PERIMETER
OF OUMPSTER PAD
_�° • v:
10 •y I t e
6" ABC STONE
4" 1 12"
)UMPSTER PAD DETAIL -PAD DETAIL -
�l SCALE=NT5
* SEE ARCHITECTURAL DRAWINGS FOR DUMPSTER WALL DETAILS
T
PEDESTRIAN WALKWAY SEE PLAN FOR
(WHERE APPLICABL CURB & GUTTER
te' aC H
UJ
UJ
�iIU�LJILJ
TYPICAL STRIPING
DETAIL SCALE=NTS
NOTES:
1. A CONTRACTION JOINT P DEEP WITH 1/8" RADII SHALL BE REQUIRED
IN THE CONCRETE SIDEWALK AT 10' INTERVALS. ONE 112" EXPANSION
JOINT WILL BE REQUIRED AT 40' INTERVALS. A 1/2" EXPANSION JOINT
WILL BE REQUIRED WHERE THE SIDEWALK JOINS ANY RIGID STRUCTURE
INCLUDING PROPOSED OR EXISTING BUILDINGS.
2. SIDEWALK AT DRIVEWAY ENTRANCES TO BE 6" THICK.
3. CONCRETE SHALL BE 3600 PSI. IN 28 DAYS.
1/8" RAD.
T1\2"-44
JOINT FILLER-1/2" PREFORMED
NOTES:
1. TWO ADJACENT HANDICAP PARKING SPACES
MAY SHARE A COMMON ACCESS AISLE.
2. STRIPES FOR ACCESS ISLE TO BE PAINTED WHITE.
HANDICAP PARKING DETAIL
SEALER
HOLD DOWN P FOR SEALANT
EXPANSION JOINT
" 1/8" RADIUS
T
CONTRACTION JOINT
SIDEWALK & EXPANSION JOINT DETAIL
WIDTH
W
HEIGHT
H
0-5
0.25
6'-10'
1.0
W
NOTE:
CONTRACTOR TO BACKFILL CURBS AS SOON
AS POSSIBLE TO AVOID PONDING OF WATER
BEHIND CURB.
TYPICAL ISLAND GRADING
SCALE=NTS
SCALE=NTS
WHEEL STOP DETAIL
SCALE=NTS ` v % SCALE=NTS
NOTES:
CURB TRANSITION
DETAIL 5CALE=NT5
1. LOCATIONS OF SPILL AND CATCH TYPES OF CURB & GUTTER 4. EXPANSION JOINTS SHALL BE SPACED AT 40 FOOT
DETERMINED BY DIRECTION OF SLOPE OF ADJACENT PAVEMENT INTERVALS, AND AJACENT TO ALL RIGID OBJECTS.
IN ACCORDANCE WITH GRADING PLAN, SHEET C-5 EXPANSION JOINTS SHALL BE 1/2" WIDE WITH 1/8"R
EDGES. JOINT SHALL BE 112" JOINT FILLER WITH
2. SLOPE FINISHED GRADE BEHIND CURB AT TOP 1" OF JOINT SEALER.
2% MIN. TOWARD OR AWAY FROM BACK OF
CURB AS SHOWN ON GRADING PLAN. 5. CONCRETE SHALL BE 3600PSI.
3. CONTRACTION JOINTS SHALL BE SPACED AT 10' 6. TOP 6" OF SUBGRADE BENEATH CURB & GUTTER SHALL
INTERVALS MAXIMUM, BUT SHALL MATCH LOCATIONS BE COMPACTED TO 100% STANDARD PROCTOR DENSITY.
OF JOINTS MAYBE INSTALLED BY USE OF TEMPLATES
OR TROWELED AT A MINIMUM DEPTH OF 1-1/2".
NOW SAW CUT JOINTS WILL BE PERMITTED. ALL
CONTRACTION JOINTS SHALL BE FILLED WITH
JOINT SEALER.
1/2"R
a... 3" R -
1 s
c '
c .
p
SPILL TYPE-ROAD
BASE COURSE
SPILL & CATCH TY
DETAIL
1
3" R
1/8" R
5f1-OPE
)P — a.
G ° a'
ROAD
CATCH TYPE BASE COURSE
PE CURB & GUTTER
SCALE=NTS
J.W. McGinnis
Architect
1510 EAST DIXON BOULEVARD
Shelby, North Carolina 28152
PHONE: [phone]
MOBILE: [phone]
FAX: [phone]
EMAIL: [e-mail]
N CAROB
r.6S5TERnr;
2672
W. tAr
LARISSA M. COLES, P.E.
NC # 029478
1510 E. DIXON BLVD.
SHELBY, NC 28152
704-482-7883
Project Manager: Jerry W. McGinnis, AIA
Project Architect: Jerry W. McGinnis, AIA
drawn by: ATH
checked by. JWM / LMC
This drawing and the design shown
is the property of J.W. McGinnis,
Architect. The reproduction or use
of this property without the written
consent of the Architect is prohibited
and any infringement of the ownership
rights will be subject to legal action.
All copies of this drawing must be
returned to the Architect at the
completion of the contract.
I
no.
NCDENR COMMENTS
description
05/OG/08
date
Revisions
7771
MANHAR PATEL
607 KEMPTON DR.
GREENVILLE, NORTH CAROLINA, 27834
owner
Best Western
Riverside Suites
New Bern, North Carolina
project title
SITE DETAILS
sheet title
0708-5
project no. Cm7
01/04/08
date sheet no. 7 of 9
- - t _ ---t Wli,,.,
I

_C. ,.._._. ... .. ... ..J.
PUBLIC RIGHT
OF WAY
MIN.10 GA.
LINE WIRES
t VARIABLE AS DIRECTED BY THE ENGINEER _
(8' MAX.)
u INTERMEDIATE WIRES �LU u -
CL OV)
STEEL ONLY / - L6"MINr
WIRE FABRIC EXISTING L FILTER FABRIC PROVIDE APPROPRIATE TRANSITION
FILTER FABRIC pPE GROUND UNDER STONE BETWEEN STABILIZED CONSTRUCTION
ENTRANCE AND PUBLIC RIGHT OF WAY
FSL SECTION
K SOµC1U
< 50' MIN.
oLL
N
8"MI GROUND LINE °a °
EXISTING o09 0000L °0000 0
GROUND ° °°°° N
N ANCHOR SKIRT MINIMUM OF B"
PLAN VIEW PUBLIC
Ed
F RIGHT
N OF
kno
WAY
GENERAL NOTES:
1.
FENCE FABRIC SHALL BE A MINIMUM OF 32" IN WIDTH AND SHALL
HAVE A MINIMUM OF 6 LINE WIRES WITH 12" STAY SPACING.
2.
FILTER FABRIC SHALL BE MIRAFI 100 FABRIC OR EQUIVALENT.
3.
BURLAP CANNOT BE USED WHERE SILT FENCE IS TO REMAIN FOR
A PERIOD OF MORE THAN 30 DAYS.
4.
STEEL POSTS SHALL BE 5 FEET IN HEIGHT AND BE OF THE SELF -
FASTENER ANGLE STEEL TYPE.
MAINTENANCE
NOTES:
1.
FILTER BARRIERS SHALL BE INSPECTED IMMEDIATELY AFTER EACH
RAINFALL AND AT LEAST DAILY DURING PROLONGED RAINFALL, ANY
REQUIRED REPAIRS SHALL BE MADE IMMEDIATELY.
2.
SHOULD THE FABRIC DECOMPOSE OR BECOME INEFFECTIVE PRIOR
TO THE END OF THE EXPECTED USABLE LIFE AND THE BARRIER
STILL BE NECESSARY, THE FABRIC SHALL BE REPLACED PROMPTLY.
3.
SEDIMENT DEPOSITS SHOULD BE REMOVED AFTER EACH STORM
EVENT. THEY MUST BE REMOVED WHEN DEPOSITS REACH APPROX-
IMATELY HALF THE HEIGHT OF THE BARRIER.
4.
ANY SEDIMENT DEPOSITS REMAINING IN PLACE AFTER THE SILT
FENCE OR FILTER BARRIER IS NO LONGER REQUIRED SHALL BE
DRESSED TO CONFORM WITH THE EXISTING GRADE, PREPARED
AND SEEDED
TEMPORARY SILT
FENCE
1. ALL EROSION AND SEDIMENT CONTROL PRACTICES SHALL BE CHECKED FOR
STABILITY AND OPERATION IMMEDIATELY FOLLOWING EVERY RUN-OFF PRODUCING
RAINFALL GREATER THAN 0.5 INCHES OF PRECIPITATION DURING ANY 24 HOUR
PERIOD, BUT IN NO CASE LESS THAN ONCE EVERY WEEK. ANY NEEDED REPAIRS
SHALL BE MADE IMMEDIATELY TO MAINTAIN ALL PRACTICES AS DESIGNED.
2. ALL SEDIMENT CONTROL FEATURES SHALL BE MAINTAINED UNTIL FINAL
STABILIZATION HAS BEEN OBTAINED.
3. SILT WILL BE REMOVED FROM BEHIND THE SILT FENCE AND/OR AT THE INLET
PROTECTION SEDIMENT FENCE WHEN IT BECOMES ABOUT 0.5 FEET DEEP AT
THE FENCE. THE SEDIMENT FENCE WILL BE REPAIRED AS NECESSARY TO
MAINTAIN A BARRIER.
4. STABILIZATION MEASURES SHALL BE INITIATED AS SOON AS PRACTICAL IN
PORTIONS OF THE SITE WHERE CONSTRUCTION ACTIVITIES HAVE TEMPORARILY
OR PERMANENTLY CEASED, BUT IN NO CASE MORE THAN 14 DAYS AFTER THE
CONSTRUCTION ACTIVITY IN THAT PORTION OF THE SITE HAS TEMPORARILY OR
PERMANENTLY CEASED, UNLESS ACTIVITY IN THAT PORTION OF THE SITE WILL
RESUME WITHIN 21 DAYS.
5. ALL SEEDED AREAS SHALL BE FERTILIZED, RESEEDED AS NECESSARY, AND
MULCHED ACCORDING TO SPECIFICATIONS TO MAINTAIN A VIGOROUS, DENSE
VEGETATIVE COVER.
SEDIMENT CONTROL FEATURES
MAINTENANCE SCHEDULE
NOTES:
1. S DIMENT SHALL BE REMOVED AND TRAP
3
RESTORED TO ITS ORI6INALDIMENSIONS
ORAGE AREA
STORAGE
WHEN THE SEDIMENT HAS TA
TO 1/2 THE DESIGN DEPTH OFF THE THE TRAP.
CATCH BASIN
REMOVED SEDIMENT SHALL BE DEPOSITED
IN A SUITABLE AREA AND IN SUCH A
5
r
,7
/ NO.5 WASHED
MANNER THAT IT WILL NOT ERODE.
In
STONE FILTER
f
2. THE STRUCTURE SHALL BE INSPECTED
A
AFTER EACH RAIN AND REPAIRS MADE
AS NEEDED.
3. CONSTRUCTION OPERATIONS SHALL BE
f
liY
CARRIED OUT IN SUCH A MANNER THAT
EROSION AND WATER POLLUTION SHALL
BE MINIMIZED.
i
\
4. THE SEDIMENT TRAP SHALL BE REMOVED
AND THE AREA STABILIZED WHEN THE
\
REMAINING DRAINAGE AREA HAS BEEN
PROPERLY STABILIZED.
/
I
\
PLAN VIEW
VW MIN.
SECTION A -A
STORM INLET SEDIMENT
TRAP SCALE=NTS STD # 30.08
SCALE=NTS
INSTALLATION DETAIL
EXPANSION RESTRAINT
(1/4" NYLON ROPE,
2" FLAT WASHERS)
[:3
BAG DETAIL
CONSTRUCTION SPECIFICATIONS
1, STONE SIZE- USE 2"-3" WASHED STONE
2. LENGTH- AS EFFECTIVE, BUT NOT LESS THAN 50 FEET.
3. THICKNESS- NOT LESS THAN 6 INCHES.
4. WIDTH- NOT LESS THAN 20 FEET WIDTH.
5. WASHINING-WHEN NECESSARY, WHEELS SHALL BE CLEANED TO REMOVE
SEDIMENT PRIOR TO ENTRANCE ONTO PUBLIC RIGHT OF WAY. WHEN
WASHING I5 REQUIRED, IT SHALL BE DONE ON AN AREA STABILIZED
WITH CRUSHED STONE WHICH DRAINS INTO AN APPROVED SEDIMENT
TRAP OR SEDIMENT BASIN. ALL SEDIMENT SHALL BE PREVENTED FROM
ENTERING ANY STORM DRAIN, DITCH, OR WATERCOURSE THROUGH USE
OF SAND BAGS, GRAVEL, BOARDS, OR OTHER APPROVED METHODS.
6. MAINTENANCE -THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION
WHICH WILL PREVENT TRACKING OR FLOWING OF SEDIMENT ONTO
PUBLIC RIGHTS OF WAY, THIS MAY REQUIRE PERIODIC TOP DRESSING
WITH ADDITIONAL STONE AS CONDITIONS DEMAND AND REPAIR AND/OR
CLEANOUT OF ANY MEASURES USED TO TRAP SEDIMENT. ALL SEDIMENT
SPILLED, DROPPED, WASHED, OR TRACKED ONTO PUBLIC RIGHTS OF
WAY MUST BE REMOVED IMMEDIATELY.
7. FILTER FABRIC SHALL BE MIRAFI 500 OR EQUAL.
TEMPORARY CONSTRUCTION
ENTRANCE SCALE=NTS
DUMP STRAP
V REBAR FOR BAG
REMOVAL FORM INLET
SEDIMENT SACK
DUMP STRAPS
2 EACH
NOTE: SILT SACKS ARE TO BE INSTALLED AS STORM
INLET SEDIMENT TRAPS ARE REMOVED.
CATCH BASIN SILT SACK
TYPICAL FOR ALL AREA BASINS AND CURB INLET CATCH BASINS
SEEDBED PREPARATION:
1. Surface Water Control Measures To Be Installed According To Plan.
2. Areas To Be Seeded Shall Be Ripped And Spread With Available Topsoil
3 Inches Deep. Total Seedbed Prepared Depth Shall Be 4Inches to
6 Inches Deep.
3. Loose Rocks, Roots, And Other Obstructions Shall Be Removed From
The Surface So That They Will Not Interfere With Establishment And
Maintenance Of Vegetation. Surface For Final Seedbed Preparation At
Finished Grades Shown, Shall Be Reasonably Smooth And Uniform.
4. Fertilizer And Lime To Be Applied Uniformly And Mixed With Soil
During Seedbed Preparation.
SEEDING REQUIREMENTS
500 Lbs./Ac. 0-20-0 Super phosphate
225 Gal./Ac. Asphalt Tie -Down
Work Lime And Fertilizer Into Soil 3-4 Inches Deep.
See Charts For Specific Seasonal Recommendations For
Temporary Seeding.
FALL, WINTER, dl SPRING
SEEDING di SOIL AMENDMENT MIXTURE:
FROM SEPTEMBER 1- APRIL 30
2 POUNDS ANNUAL RYE GRASS
0.5 POUNDS HULLED BERMUDA
1.5 POUNDS UNHULLED BERMUDA
25 POUNDS 10-10-10 FERTILIZER
75 POUNDS LIMESTONE
OR
2 POUNDS ANNUAL RYE GRASS
0.5 POUNDS HULLED BERMUDA
1 POUND UNHULLED BERMUDA
2 POUNDS BAHIA GRASS
25 POUNDS 10-10-10 FERTILIZER
75 POUNDS LIMESTONE
Mulch
Apply 4,000 lb/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
e e i rze u growth is not fully adequate Reseed, refertilize
and mulch immediately following erosion or other damage.
TEMPORARY SEEDING SPECIFICATIONS
DUMP STRAP
SCALE=NTS
SUMMER
SEEDING & SOIL AMENDMENT MIXTURE:
FROM MAY S-AUGUST31
1 POUND BROWN TOP MILLET
2 POUNDS HULLED BERMUDA
25 POUNDS 10-10-10 FERTILIZER
75 POUNDS LIMESTONE
OR
1 POUND BROWN TOP MILLET
1 POUND HULLED BERMUDA
2 POUNDS BAHIA GRASS
25 POUNDS 10-10-10 FER I n lZER
75 POUNDS LIMESTONE
Mulch
Apply 4,000 lb/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
re7erT1Tl­z_e7R growth is not fully adequate. Reseed, nefertilize
and mulch immediately following erosion or other damage
SCALE=NTS
C
1. OBTAIN EROSION CONTROL PLAN APPROVAL AND NECESSARY PERMITS
2. PRIOR TO GRADING, INSTALL REQUIRED EROSION CONTROL DEVICES,
INCLUDING TEMPORARY CONSTRUCTION ENTRANCES.
3. GRADE IN ACCORDANCE WITH CONSTRUCTION DOCUMENTS.
4. INSTALL ON -SITE DRAINAGE AND WATER LINES WITH EROSION CONTROL DEVICES
5. APPLY SEEDING, TEMPORARY OR PERMANENT, OR OTHER TYPES OF
STABILIZATION AS REQUIRED AS SOON AS GRADED AREAS ARE
COMPLETED OR WHERE WORK STOPS.
6. PLACE STONE BASE, ASPHALT ON ROADS AND CURB & GUTTER.
7. COMPLETE FINE GRADING.
B. PREPARE ALL DISTURBED AREAS FOR SEEDING OR GROUND COVER.
9. APPLY PERMANENT SEEDING AND GROUND COVER.
10. AFTER SITE IS STABILIZED AND APPROVALS REVIEVED, ALL TEMPORARY
EROSION CONTROL DEVICES SHALL BE REMOVED AND THOSE DISTURBED
AREAS SHALL BE SEEDED.
CONSTRUCTION SCHEDULE
Seeding Mixture
Species Rate (lb/acre)
Blend of 50% KY-31 tall fescue and 50% mixture 200-250
of two or more turf -type tall fescues
or
Blend of three or more turf type tall fescues 200-250
Seeding Dates
Fall Winter
Best: Aug. 25 - Sept. 15 Best: ---
Possible: Aug. 20 - Oct. 25 Possible: Feb. I - Mar. 31
For quality turf avoid spring seeding. Where crading is completed
during late winter or spring, an alternative is to seed 30 lb/acre Kobe
lespedeza, keep mowed, prepare seedbed, and seed permanent mixture
between Aug. 25 and Sept. 15,
Soil Amendments
Apply time and fertilizer according to soil tests, or apply 4,000 lb/acre
ground agricultural limestone and 1,000 lb/acre 10-10-10 fertilizer.
Mulch
Apply 4,000 lb/acre grain straw or equivalent cover of another suitable
mulch. Anchor straw by tacking with asphalt, roving, or netting or by crimping
with a mulch anchoring tool. A disk with blades set nearly straight can be
used as a mulch anchoring tool.
Maintenance
ertl Ize according to soil tests or apply 40 lb/acre nitrogen in Jan. or Feb.,
40 lb in Sept., and 40 lb in Nov., from a 12-4-8, 16-4-8, or similar turf fertilizer.
Avoid fertilizer applications during warm weather, as this increases stand loss to
disease. Reseed, fertilize, and mulch damaged areas immediately. Mow to a
height of 2.5-3.5 inches as needed.
- PARTICULAR ATTENTION SHALL BE GIVEN TO EMBANKMENTS5 AND SWALES TO
PROVIDE PROTECTION FROM EROSION AND PROVIDE MOWABLE SLOPES AND SWALES.
IF NECESSARY, TOPS AND TOES OF EMBANKMENTS AND SWALES SHALL BE TREATED
WITH A CUTBACK ASPHALT AND STRAW EMULSION OR HYDROSEEDED.
- GROUND COVER SHALL BE ESTABLISHED ON EXPOSED SLOPES WITH 15 WORKING DAYS BUT
NO MORE THAN 30 CALENDER DAYS OF COMPLETION OF ANY PHASE OF 6RADIN6. PERMANENT
GROUND COVER SHALL BE ESTABLISHED ON ALL DISTURBED AREAS WITHIN 15 WORKING
DAYS OR NO MORE THAN 90 CALENDER DAYS FOLLOWING COMPLETION OF CONSTRUCTION.
- TEMPORARY SEEDING SCHEDULE SHALL BE USED WHEN NECESSARY TO MEET THE TIME
LIMITATION ON GROUND COVER.
� PERMANENT SEEDING
SPECIFICATIONS
SHAPE: PARABOLIC, TRAPEZOIDAL, OR V-SHAPED
SIDE SLOPE: 2:1 OR FLATTER
CONSTRUCTION SPECIFICATIONS 3:1 OR FLATTER WHERE VEHICLES CROSS
1. REMOVE AND PROPERLY DISPOSE OF ALL TREES, BRUSH, STUMPS, AND OTHER
OBJECTIONABLE MATERIAL
2. ENSURE THAT THE MINIMUN CONSTRUCTED CROSS SECTION MEETS ALL DESIGN
REQUIREMENTS.
3. ENSURE THAT THE TOP OF THE DIKE IS NOT LOWER AT ANY POINT THAN THE DESIGN
ELEVATION PLUS THE SPECIFIED SETTLEMENT.
4. PROVIDE SUFFICIENT ROOM AROUND DIVERSIONS TO PERMIT MACHINE REGRADING AND
CLEANOUT.
5. VEGETATE THE RIDGE IMMEDIATELY AFTER CONSTRUCTION, UNLESS IT WILL REMAIN IN
PLACE LESS THAN 30 WORKING DAYS.
MAINTENANCE
INSPECT TEMPORARY DIVERSIONS ONCE A WEEK AND AFTER EVERY RAINFALL. IMMEDIATELY
REMOVE SEDIMENT FROM FLOW AREA AND REPAIR THE DIVERSION RIDGE. CAREFULLY
CHECK OUTLETS AND MAKE TIMELY REPAIRS AS NEEDED. WHEN THE AREA PROTECTED IS
PERMANENTLY STABILIZED,REMOVE THE RIDGE AND THE CHANNEL TO BLEND WITH THE
NATURAL GROUND LEVEL AND APPROPRIATELY STABILIZE IT.
TEMPORARY DIVERSION DITCH
SCALE=NTS
J.W. McGinnis
Architect
1510 EAST DIXON BOULEVARD
Shelby, North Carolina 28152
PHONE: [phone]
MOBILE: [phone]
FAX: [phone]
EMAIL: [e-mail]
a j JA CAQOZ
.ZaOSSTFR�.
2672
W.
LARISSA M. COLES, P.E.
NC # 029478
1510 E. DIXON BLVD.
SHELBY, NC 28152
704-482-7883
Project Manager: Jerry W. McGinnis, AIA
Project Architect: Jerry W. McGinnis, AIA
drawn by: ATH
checked by. JWM / LMC
This drawing and the design shown
is the property of J.W. McGinnis,
Architect. The reproduction or use
of this property without the written
consent of the Architect is prohibited
and any infringement of the ownership
rights will be subject to legal action.
All copies of this drawing must be
returned to the Architect at the
completion of the contract.
I
no.
NCDENR COMMENTS
description
05/OG/08
date
Revisions
MANHAR PATEL
607 XEMPTON D%
GREENVILLE, NORTH CAROLINA, 27834
owner
Best Western
Riverside Suites
New Bern, North Carolina
project title
EROSION CONTROL
sheet title DETAILS
0708-5
project no. Cm8
01 /04/08 I isheet
date no. 8 of 9

„
SECTION -BB
4-5/8"
3/4" t
0 5-7/8"
P -TFP
lh In N O 1 2u
in
FA 11-
n 3'�
t3/1
2-1/8" N N 4-5/8" "'
SECT: LL SECT.-MM SECT.NN SECT. -PP SECT'I70N-JJ SECTION -RR
11/16" SLOT FOR 1/2" BOLT
3/41'
SECTION-AA
all 1-a 3
SECTION-KK 3-1/2" r
3/4" 3/4"
HOOD ELEVATION
NOTE:
USE TYPE "E", "F", AND "G" GRATES.
EFFECTIVE OCTOBER 1,1987. NO
SUBSTITUTES WILL BE ALLOWED FOR
TYPE "Er 'IF",
rFrr "S" GRATES.
FRAME, GRATE AND HOOD FOR
,III
JL `M
FRAME PLAN
USE ON STANDARD CATCH BASIN
SEE CHART
;LASS I
LIP RAP
ink-r' ,III -11-1 d q ii-
LAYER OF FILTER FABRIC
4" NO. 5 WASHED STONE
5ECTI ONB-B
HUB END ON OUTLET 1' MIN.
END SECTIONS.
SPIGOT END ON
INLET END SECTIONS B
R
o=
U
3W
N
PLAN
SCALE=NTS
JL `M
FRAME PLAN
USE ON STANDARD CATCH BASIN
SEE CHART
;LASS I
LIP RAP
ink-r' ,III -11-1 d q ii-
LAYER OF FILTER FABRIC
4" NO. 5 WASHED STONE
5ECTI ONB-B
HUB END ON OUTLET 1' MIN.
END SECTIONS.
SPIGOT END ON
INLET END SECTIONS B
R
o=
U
3W
N
PLAN
SCALE=NTS
LENGTH OF
DEPTH OF
RIPRAP
RIP RAP
WIDTH
W
FES
RIPRAPCLASS
CULVERT
(FT)
(FT)
(TOTAL WIDTH)
(FEET)
g,,00,,
I
CLA55 1
24" RCP
25'
1'10,
G'2
CLA55 1
18" RCP
25'
1'10,
G'
10' MIN.
FLARED END SECTION
W/ RIP RAP DETAIL
5' MIN- WIDTH
COMPACTED OR
UNDISTURBED SOIL
GRASS SWALE DETAIL
I . ALL 5UBGRADE FOR STRUCTURE TO BE COMPACTED TO 95%
OR GREATER.
2. 51DE SLOPE 2: 1 OR FLATTER.
3. SIDEWALL5 SHALL EXTEND UP AS SHOWN ON THE PLANS BUT
NOT LESS THAN TWO THIRDS THE PIPE DIAMETER.
4. THERE SHALL NO OVERFALL FROM THE END OF THE APRON TO
THE SURFACE OF THE RECEIVING CHANNEL.
5. THE AREA TO BE PAVED OR RIPRAPPED SHALL BE UNDERCUT 50
THAT THE INVERT OF THE APRON SHALL BE AT THE SAME GRADE
(FLUSH) WITH THE SURFACE OF THE RECEIVING CHANNEL.
G. THE APRON SHALL HAVE A CUTOFF OR TOE WALL AT DOWNSTREAM
END.
7. APRON DIMENSIONS AND RIPRAP 51ZE OR CONCRETE THICKNESS MUST
BE AS SHOWN ON THE PLANS.
8. THE WIDTH OF TIE END OF THE APRON SHALL BE EQUAL TO THE
BOTTOM WIDTH OF THE RECEIVNIG CHANNEL.
5. THE PALCING OF FILL, EITHER LOOSE OR COMPACTED IN THE
RECEIVING CHANNEL SHALL NOT BE ALLOWED.
I ONO BENDS OR CURVES IN THE HORIZONTAL ALIGNMENT OF THE
APRON WILL BE PERMITTED.
I I BOTTOM GRADE SHALL MATCH SLOPE OF CHANNEL.
MATCH EXIST. GRADE
SCALE=NTS
SCALE=NTS
It
BRICK
COPING
PLAN
3.5'
A
. ... -I
SECTION-XX
FINISHED
GRADE
FRAME
}7
L
�c
7 F'
5.5' _
PLAN
WITH COPING REMOVED
2.5'
^ 4CRETE
J
in
v
FRAME E
GRATE
DIMENSIONS AND QUANTITIES
DIMENSIONS
OF BOX A PIPE
REINFORCING
COVER
DIMENSIONS
PIPE
I SPAN
WIDTH
HEIGHT
BARS-X
BARS-Y
TOTAL
D
A
B
H MIN
NO.
LENGTH
NO.
NEIGH
LBS.
F
G
18"
4.0'
2'
2'-7"
2
3'-9"
8
5'-1"
8
5'-411
4'-0rr
24"
4.0'
2'
2'-11"
2
3'-9"
8
5'-l"
8
5'-4"
4'-0"
30"
4.0'
2'
3'-ll"
2
4'-7"
9
5'4"
9
1 5'4"
o AREA BASIN DETAIL
V I
N OUT
DOWNSPOUT W/CLEANOUT DETAIL
1. ALL DROP INLETS OVER 3.5' IN DEPTH TO BE
PROVIDED WITH STEPS 1.16' ON CENTERS. STEPS
SHALL BE IN ACCORDANCE WITH DETAIL STD. 20.12
2. ALL CONCRETE TO BE 3600 P.S.I.
3. ALL MORTAR JOINTS ARE TO BE 1/2"±1/8".
4. FORMS ARE TO BE USED FOR THE CONSTRUCTION
OF THE BOTTOM SLAB.
5. BRICK MASONRY DROP INLET NOT TO BE USED
IN LOCATIONS SUBJECT TO TRAFFIC.
6. JUMBO BRICK WILL BE PERMITTED. CONCRETE BRICK
OR SOLID CONCRETE BLOCKS MAY BE USED IN LIEU
OF HARD COMMON CLAY BRICK.
7. FOR 8' IN HEIGHT OR LESS USE 8" WALL OVER
8' IN HEIGHT USE 12" WALL TO 6' FROM TOP OF
WALL AND 8" WALL FOR THE REMAINING 6'.
QUANTITIES TO BE ADJUSTED ACCORDINGLY.
8. FOR FRAME AND GRATE DETAIL SEE DETAIL D/2.8.1
9. ALL PIPE IN STORM DRAIN STRUCTURE TO BE
STRUCK EVEN WITH THE INSIDE WALL, GROUTED
AND BRUSHED SMOOTH.
SCALE=NTS
CONC. APRON
- - � FRAME
SECTION JJ
OVERFLOW STRUCTURE
OTCB WITH OPENING
INV. = 101.00 2"- 4" MULCH
101.5
2" - 4" MULCH
3 -
101.0 /
3 - -
1 12" PONDING
1 9" PONDING
12" RCP I I
100.0
@ 0.50%. I
I I
FILL SOIL MEDIA
FILL SOIL MEDIA
LJ (SEE NOTES)
FILTER FABRIC
(SEE NOTES)
INV. OUT=97AS
97.00- .... ..
4" WASHED SAND
96.25�
%.00--
B" #57 WASHED STONE
95.25-
BIORETENTION AREA #1
BIORETENTION AREA #2 AND
OVERFLOW STRUCTURE
MULCH NOTES:
OTCB WITH OPENING
- MULCH SHALL BE FREE OF WEED SEEDS, SOIL AND ROOTS.
INV. = 98.50 2" - 4" MULCH
99.0
- MULCH SHALL CONSIST OF DOUBLE OR TRIPLE -SHREDDED
HARDWOOD MULCH ATLEAST 6 MONTHS OLD.
--3 - - _ - _
- MULCH SHALL BE UNIFORMLY PLACED APPROX. 3 INCHES
\ \ � 1 12' PONDING
DEEP. IT SHALL BE RENEWED AS NEEDED TO MAINTAIN
12" RCP
97.5
2"-4" DEPTH.
- EVERY TWO YEARS, MULCH SHALL BE REMOVED AND
@ 0.50% \
REPLACED.
1
FILL SOIL MEDIA
- -
- - LJ (SEE NOTES)
FILTER FABRIC
FILL SOIL MEDIA NOTES:
- MIX SHALL BE UNIFORM AND FREE OF STONES, STUMPS
AND ROOTS LARGER THAN 2 INCHES.
INV. OUT= 95.60
95.50
4" WASHED SAND
- MEDIA SHALL BE HOMOGENEOUS MIX OF 85 % SAND, 12%
FINES (SILT AND CLAY), AND 3 % PEAT MOSS (BY WEIGHT).
94.5�
B" #57 WASHED STONE
- MEDIA SHALL HAVE LOW PHOSPHOROUS CONTENT, WITH
BIORETENTION AREA #4
A P-INDEX BETWEEN 10 AND 30.
- AFTER PLACEMENT, FILL SOIL MEDIA SHALL BE TESTED TO
DETERMINE DRAINAGE RATE. INFILTRATION RATES 5 HALL
BE BETWEEN t AND 4 INCHES PER HOUR.
BIORETENTION AREAS
SCALE=NTS
99.40
IV FA BRIC
-4 CD SAND
8" $57 WASHED STONE
SCALE=NTS
J.W. McGinnis
Architect
1510 EAST DIXON BOULEVARD
Shelby, North Carolina 28152
PHONE: [phone]
MOBILE: [phone]
FAX: [phone]
EMAIL: [e-mail]
CAROZ
t 615T6R�. "r
2672
W. AAc6
LARISSA M. COLES, P.E.
NC # 029478
1510 E. DIXON BLVD.
SHELBY, NC 28152
704-482-7883
Project Manager: Jerry W. McGinnis, AIA
Project Architect: Jerry W. McGinnis, AIA
drawn by: ATH
checked by. JWM / LMC
This drawing and the design shown
is the property of J.W. McGinnis,
Architect. The reproduction or use
of this property without the written
consent of the Architect is prohibited
and any infringement of the ownership
rights will be subject to legal action.
All copies of this drawing must be
returned to the Architect at the
completion of the contract.
I
no.
NCDENK COMMENTS
description
05/OG/08
date
Revisions
MANHAR PATEL
607 IKEMPTON DR.
GREENVILLE, NORTH CAROLINA, 27834
owner
Best Western
Riverside Suites
New Bern, North Carolina
project title
DRAINAGE
DETAILS
sheet title
0708-5
project no.
CM9
01 /04/08
date
sheet no. 9 of 9