SW7070724_APPROVED PLANS_20071105

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

ITE
4 ten\
& fnsr �
ouN" Rv
ta0g0
VICINITY MAP
0
NOT TO SCALE
PROJECT SUMMARY
PROJECT DATA:
NOTES:
OWNER/DEVELOPER: MICHAEL ROGERS & ROBERT EDWARDS
1. PORTIONS OF THE PROJECT ARE LOCATED WITHIN SPECIAL FLOOD HAZARD AREAS, ACCORDING TO THE
FEDERAL EMERGENCY AGENCY FLOOD INSURANCE MAP PANEL 3720556000J AND 3720556100J,
1415 ALEXANDER LANE
EFFECTIVE DATE JULY 2, 2004.
NEW BERN, NC 28562
[phone]
2. ALL STRUCTURES BUILT UPON THE PROJECT SITE SHALL COMPLY WITH THE FIRE REQUIREMENTS SPECIFIED IN
THE INTERNATIONAL BUILDING CODE WITH NORTH CAROLINA AMENDMENTS, DATED 2006. ALL CONSTRUCTION SHALL
OVERALL SITE AREA: 216,211 SF, 4.96 ACRES
CONFORM TO THE CODE REQUIREMENTS APPLICABLE TO TOWNHOUSE CONSTRUCTION.
TAX PARCEL ID: 8-243-105-A
3. SECTION 404 WETLANDS ARE NOT PRESENT ON THE PROJECT SITE.
SITE ZONING: C4
UTILITIES: SEWER -CITY NEW BERN
4. NEUSE RIPARIAN BUFFER AREAS REGULATED UNDER 15A NCAC 02B DO NOT EXIST ON THE PROJECT SITE.
WATER OFF NEW BERN
5. NO STRUCTURES SHALL BE BUILT OUTSIDE OF THE BUILDING SETBACKS SHOWN WITH THE EXCEPTION
ELECTRIC -CITY OF NEW BERN
OF FENCES, DRIVES, OR WALKWAYS.
TELEPHONE-EMBARQ
6. ALL DRAINAGE AND UTILITY EASEMENTS CARRY THE RIGHT -OF -ACCESS BY THE CITY OF NEW BERN FOR
CABLE TELEVISION-SUDDENLINK COMMUNICATIONS
THE MAINTENANCE AND REPAIR OF DRAINAGE AND UTILITY STRUCTURES.
REFUSE COLLECTION -CITY OF NEW BERN
LENGTH OF STREETS: 540 LF
7. EXISTING TREES SHOULD BE RETAINED ALONG ALL PUBLIC ROADS EVERY 30 FEET ALONG EACH SIDE.
TOTAL # LOTS: 39 3-BEDROOM RESIDENTIAL TOWNHOUSE LOTS
THESE TREES SHALL BE LOCATED WITHIN A ZONE 50 FEET PARALLEL TO THE CENTERLINE OF THE PUBLIC
TOTAL AREA IN LOTS: 66,673 SF, 1.53 ACRES, 30.9% OF TOTAL SITE AREA
STREETS. THE TREES RETAINED SHALL BE AT LEAST 2 INCHES IN CALIPER.
AVERAGE LOT SIZE: 17,010 SF, 0.039 ACRES
TOTAL OPEN AREA: 97,737 SF, 2.24 ACRES, 45.2% OF TOTAL SITE AREA
8. THE DEVELOPER SHALL RETAIN OR PROVIDE AT LEAST 75 TREES ON THE ENTIRE TRACT (15 TREES PER ACRE)
TOTAL AREA RIGHT-OF-WAYS: 31,064 SF, 0.71 ACRES, 14.4% OF TOTAL SITE AREA
9. ALL FRONT PROPERTY LINES ARE SUBJECT TO A 15' UTILITY AND DRAINAGE EASEMENT.
SETBACKS: FRONT YARD = 15'
ALL UTILITY EASEMENTS CARRY A RIGHT -OF -ACCESS TO THE CITY OF NEW BERN.
SIDE YARD NOT ADJACENT TO PUBLIC STREETS = 0'
10. MAINTENANCE OF THE COMMON AREAS AND LANDSCAPE BUFFER AREAS SHALL BE THE RESPONSIBILITY
REAR YARD SETBACK = 0'
OF THE DEVELOPER AND/OR THE HOMEOWNER'S ASSOCIATION.
DENSITY CALCULATION:
TOTAL SITE AREA = 216,211 SF (4.96ACt)
AREA IN RIGHT-OF-WAY = 31,064 SF
IN C-4 ZONE, USE R-6 ZONING STANDARD, USE 12,000 SF (6,000-1ST UNIT, 2,000 OTHER UNITS)
PER BUILDING
ALLOWABLE DENSITY = (216,211 SF - 31,064 SF)/12,000 SF PER BUILDING = 15.4 4-PLEX BUILDING
= 62 UNITS
TOTAL ALLOWABLE UNITS = 62 UNITS
TOTAL PROVIDED UNITS = 39 UNITS
DENSITY CALCULATION:
PARKING STANDARD: (2.5) SPACES PER UNIT & (1) SPACE PER (4) UNITS
TOTAL PARKING REQUIRED: [(39 3-BEDROOM UNITS * (2.5) SPACES PER UNIT) + 39 UNITS/4 *
(1) SPACE PER 4 UNITS = 107 SPACES REQUIRED
PARKING PROVIDED: (2.5) SPACES AT EACH UNIT OFF SITE = 97.5 SPACES AND (7) VISITOR PARKING = 104 SPACES TOTAL
NOTE: KELSEY DRIVE IS 31' WIDE BACK-TO-BACK OF CURB. THEREFORE, STREEiSIDE PARKING IS ALLOWED.
20' LANDSCAPE BUFFER EASEMENi
II
(SEE NOTES)
II
N 5630'00" E
219.03'
NCSR 1284+
RIM = 110.96'
MIDYETTE
INVERT XI '
TENUFtXISTING
HYDRANT
- - - -
- - - - - -
- - -
Or)z
0
o9u
N�Sl,6Y9S5
09Tz 'KIZ %,9z
,OSSZ ,0S'IZ
wSI,w95s
I
Qr
1
1,785 SF
0.04 AC
1,505 SF
1505 SF
6.03 AC
1,785 SF
0.04 AC
3501 V
0.03 AC
y 3503
35 050
3507
1786 SF
6.04 AC
6
1,538 SF
1
1864 SF
0.04 AC
6.04 AC
35Gi
3511 J
3513
� �O 15MMBL r� g gs'ot r1
z
31' BIB PRVEMENT
/1 q
Az I
A
4�
-
15' MBL
_
-
l;
a
3500 Ps3502
g
`e F35041 g
Z 3506
1785 SF
�1,505 SF
�1,505 SF
m 1,785 SF
6.04 AC
0.03 AC
0.03 AC
0.04 AC
3508
35
� 35110
1,893 SF
34
3512
a
w
0.04 AC
1,619 SF
33
3517
0.04 AC
1,553 SF
2s�
0.04AC
i7 6Sf
z1.50'
0. AC
NIS,i42gT
1150,
W SOS Equities, LLC a North Carolina Limited Liability Co.
Ci
Cli
DB. 16119 PG. 859
ZONED R-10 & R-6
61 45I
RIM = 112.34' I RIM = 112.49' s 40" W
INVERT = 108.14' I I INVERT = 107.79' 15L83'
I S 591005" W 112 76'
DmTNc �' wuTR 1WN
T1mTNc 12' ruTR IYN
j I 20' LANDSCAPE BUFFER EASEMENT
1 I -EXISTING 14" WATER MAIN (SEE NOTES)
I C
�-EXISTING 15" SEWER MAIN
II Steven Bouher & Sherry HarrisI
DB. 1002, PG. 924
II ZONED R-6
I
----------------------t------
II
II GRAPHIC SCALE
IRIM = 113.11' 30 0 15 30 60 120
Rd - WgARY SITE PLAN
Ct C1 SCALE: 1 =30
( IN FEET )
L inch = 30 ft.
rs,�s�r17�y�
3515 2t5
3517 2tfp
8 3519 25 n
i0.04 AC 1706 SF 10
0.04 AC 1735 SF 1985 SF
y 11.04 AC 0.05 AC
x
3521 /
o y
15 A
25.50'
�1785
1932 SF
6.04 AC
1538 SIF
6.04 AC
1500 SF
6.03 AC
SF
6.04 AC
3516
Mal
3520
3522
Ns6'3o'oot
B TYPICAL UNIT LAYOUT & WATER SEWER PLACEMENT NOTE:
/ 1) DO NOT PLACE SERVICES IN DRIVEWAYS
Ci C1 SCALE: 1"=20' 2 PLACES SERVICES ON EACH LOT PER THE PLACEMENT
DIAGRAM SHOWN ABOVE.
20' LANDSCAPE BUFFER EASEMENT
N 5830'00" E 505.iFi• (SEE NOTES)
- - - - - - - - - - - - - - -- - - - - ---
2550' 21.50' 2150' 25.50'
W30'oow
25.50'
21.50'
21.50'
25.50'
l0. 42AC
16A AC
ib04 AC
15
i6.04 AC
3523
c_ :525
3527
U 3529
5 MR
27 a
s
s 3530
1d04 AC
1,505 SF
25
1,455 SF
0.03 AC
0.03 AC
124
,32329 SF
3524
3526
3-2
AC
29' LANDSCAPE BUFFER EASEIVI
(SEE NOTES)
W30'aot
18111 SF
6.04 AC
1577 SF
b.04 AC
11112 SF
0.04 AC
2202 SF
6.05 AC
3531
3533
U 3535 v
3537
ag
COMMON/RECREATIONAL AREA
23s
�s
20
1806 SF
1j.04 AC
1,638 SF
18181 SF
414
305 SF
11115 AC
0.04 AC
AC
3532
3534
3536
3538
25.50' 1 21.50' 21.W 6 25.50'
- - - - - - - - 03000E - --
S 57'45'30" W
Richard F. & Virgil D. Ordiway
DB. 1272, PG. 338
ZONED R-10 & R-6
II
I I
I II
I II
i SKETCH PLAN JKA 5 2 07
2 ELEASE FOR PERMITS JKA 6 6 07
3 EPT. REVIEW COMMENTS JKA 6 20 07
NO. ESCRIPTION BY DATE
Revisions
CURVE TABLE
CURVE
CH BEARING
CHORD
LENGTH
RADIUS
C1
S5835'51w
11.36'
11,36
175.00
C2
S64'00'28w
21,67'
21.69
175.00
C3
S71'42'49w
25.36'
25.38
175.00
C4
S88'54'42w
78.99'
19.67
175.00
CS
S7B51'59'E
3.58'
3.58
125.00
C6
S85'54'371
27.10'
27.15
125.00
C7
N8752'36E
21.74'
21.77
125.00
C8
N775i09TE
21.51'
21.53
125.00
C9
N6SI5'31'E
20.)4'
20.76
125.00
010
N48'04'1$E
9.05'
9.10
2500
C11
N2358'33"E
11,81'
11.93
25.00
C12
s214o'nw
19.70'
19.83
w.00
C13
S34'17'20W
219'
2.19
50.00
C14
SSW28'08w
25.75'
26.05
SO.W
C15
S7937'46w
22.90'
23.10
50.00
C16
N82'00'47w
10.66'
10.68
50.00
C17
N7W53'47w
Uf
8.72
50.00
C18
N34'43'43w
51A
54.40
SOAP
C19
N01'23'53T
8.64'
8.65
50.00
C20
N13'13'35'E
11.9T
1200
50.00
C21
N28'44'591
15.04'
15t0
50.00
C22
N52'15'48'E
25.65'
25.94
50.00
C23
N6T27'43'E
4.07'
4.08
50.00
C24
NBT14'36'E
29.98'
30.45
50.00
C25
S82'35'41w
20.41'
21.03
25.00
C26
N60'04'08'E
9.58'
9.58
175.00
C27
N65-1 V021
71.65'
21.66
175.W
C28
N73'02'48'E
26.34'
26.37
175.00
C29
N88'43'35"E
68.9fi'
69.41
115.00
C30
S1958'42"1
5.70'
S.10
175.00
C31
N83'09'01w
22.24'
22.27
125.00
C32
S8E40'52w
22.07'
22.10
125.00
C33
SIfi'40'34w
21.53'
2E56
125.00
C34
S6549'34w
25.74'
25.78
125.00-
S58'19'38w
6
6.94
6.94
125.00
\ Cityof New Bern
\DB. 1713, PG. 937
ZONED R-10
x
1 28.97'
x
x
\ x
I \\ \ LAKE
20' LMDSCAPE BUFFER EASEMENT \
(SEE NOTES) \
\ X
\ x
N
\ J
O
\ N.
lP
x
\ x
N \
N
J
\ X
STOR ` \
MWATER
RETENTION POND \
- - - - - - - - ----V-�
20' LANDSCAPE BUFFER EASEMENT `G
G
(SEE NOTES) APP'?OVED
NORTH CROLINA ENVIRONMENTAL
MANAGEMEN T COMMISSION
DIVISION OF WATER QUALIT
No Vgfnfse f- 5
water Permit No.. s W 1 Ol Oj,
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07021

LEGEND
SILT FENCE
G
F_
1" WATER SERVICE
C
C7
C8
®
OUTLET PROTECTION
H
W
FIRE HYDRANT
D
C7
tiYa
C8
®
CHECK DAM
K
,
THRUST BLOCK
E
ED
C7
INLET PROTECTION
K,N
SEWER SERVICE
F
CATCH BASIN
C7
C8
N
VALVE & VALVE BOX
A
O
MANHOLE
G
C8
C8
O
PERMANENT 2" BLOWOFF
B
C8
NOTES:
1. SEE
DETAILS A, B &
E, SHEET
C7 FOR TYPICAL ROAD DETAILS.
2. SEE
DETAIL C, SHEET
C7 FOR
NEW PAVEMENT SECTION.
3. SEE
DETAIL D, SHEET
C7 FOR
SIDEWALK CONSTRUCTION.
4.REVEGETATE ALL DISTURBED AREAS
IN ACCORDANCE
WITH
THE PROJECT VEGETATION
PLAN, SEE
DETAIL
L, SHEET C7.
5. SEE
DETAIL H, SHEET
C8 FOR
TYPICAL TRENCH SECTION.
I I
- - t ''r
NCSR 1284
MIDYETTE TENUE 1,
I I
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Q
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II� I
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Q �
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la �
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0+00
CID
I'
z
0
0
J c
<p
I i o
I i
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I i
1 i 14,
II jl
0' LANDSCAPE BUFFER EASEMENT
(SEE NOTES)
1 2
1785 SF 1,505 SF
6.04 AC 1 0.03 AC
1505 SF 1,785 SF
6.03 AC 1 0.04 AC
5644'15'E 1+00
162.81'
2
'I 1�
38 37
1185 SF 1,505 SF 1,505 SF 1,785 SF
1 ;i I 0.04 AC 0.03 AC 0.03 AC 0.04 AC
III I
1078 S 11,538 SF 11864 SF
0.04 AC 6.04 AC
SOS Equities, LLC a North Carolina Limited Liability Co.
DB. 1611, PG. 859
ZONED R-10 & R-6
.,
\ - 9' 1
h s' 8
1870 SF 9
6.04 AC 10704 SF 10
2+00 1735 SF
0.04 AC
03
35
1,893 SF 34
0.04 AC 1,619 SF 33
0.04 AC 1,553 SF
0.04 AC 1
20' IANDSCN'E BUFFER EASEMENT
SEE
( ' I
NOTES
I � �
Steven Bouher & Sherryry Harris
DB. 1002, PG. 924
I
( ZONED R-6 I
Ili--------------------------
GRAPHIC SCALE
`I 30 0 15 30 60 120
�il= 11 L.1 I
A HORIZONTAL ROAD ALIGN Ef�TravFFI� . 1o0.Ue'
C2 C2 �CALE: 1"=30' 'I ( IN FEET )
( 1 inch = 30 ft.
10 051 AC
ib 04 AC
1d�n0 AC
10.04 AC
15
10504 AC
16
181SF
6.04 AC
17
10504 AC
17112 SF
0.04 AC
2 202 SF
d,05 AC
5+00 5+39.87
N58'30'00"E
144.92'
20' LANDSCAPE BUFFER EASEMENT
(SEE NOTES)
SF
AC// J---Ik COMMON/RECREATIONAL AREA
31
10 332 AC
30
10534 AC
1506 SF
0.03 AC
28
1� 85 AC
21
1004 AC
1,505 SF
0.03 AC
1,455 SF
0.03 AC
24
1,329 SF
0.03 AC
1b 04 C
1638 SF
0.04 AC
1818 SF
6.04 AC
2� 0 5 AC
20' LANDSCAPE BUFFER EASEM NT
(SEE NOTES) /
h
/ Richard F. & Virgil D. Ordiway
k DB. 1272, PG. 338
/ ZONED R-10 & R-6
I
I II
I II
I
20' LANDSCAPE BUFFER EASEMENT
(SEE NOTES)
EO'-ANDSCAPE BUFFER EASEMENT
(SEE NOTES)
\ Cityof New Bern
\DB. 1713, PG. 937
ZONED R-10
x
x
x
x
LAKE
x
x
x
x
x
x
x
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07021

LEGEND
SILT FENCE
G
1" WATER SERVICE
C
C7
CS
®
OUTLET PROTECTION
H
FIRE HYDRANT
D
C7
tiY°
C8
®
CHECK DAM
K
,
THRUST BLOCK
E
C7
C8
INLET PROTECTION
K,N
♦_
SEWER SERVICE
F
CATCH BASIN
C7
C8
VALVE & VALVE BOX
A
O
MANHOLE
G
GB
C8
O
PERMANENT 2" BLOWOFf
B
C8
NOTES:
1. SEE
DETAILS
A, B &
E, SHEET
C7 FOR TYPICAL ROAD DETAILS.
2. SEE
DETAIL
C, SHEET
C7 FOR
NEW PAVEMENT SECTION.
3. SEE
DETAIL
D, SHEET
C7 FOR
SIDEWALK CONSTRUCTION.
4.REVEGETATE
ALL DISTURBED
AREAS
IN ACCORDANCE
WITH
THE PROJECT VEGETATION
PLAN, SEE
DETAIL L, SHEET
C7.
5. SEE
DETAIL
H, SHEET
C8 FOR
TYPICAL TRENCH SECTION.
(Fl
NCSR 1284
MIDYME AVENUE
I z
c (J,
a
a C
o �
QUj
C
6" TAPPING DDLE & VAL
(1) THRUST OCK
CUT & PAX EXISTING RC
20' LANDSCAPE BUFFER EASEMENT
(SEE NOTES)
PIP 110
f :; i � ffDPAPil
( 1 2 3 4�
lllo I 1,785 SF 1,505 SF 1505 SF 1,785 SF
0.04 AC 0.03 AC 6.03 AC 0.04 AC
I I ".Ilo I
I Y1�
r
NEW 6"
WATER/SEWER CONFLICT LEGEND
NUMBERI
NOTE
1Q
I ROUTE NEW SEWER MAN ABOVE/BELOW NEW STORM DRAIN.
NOTE: MAINTAIN MINIMUM 10' HORIZONTAL SEPARATION BETWEEN WATER & SEWER MAINS
1078 S 10.04 AC 1538 SF 11864 SF
0.04 AC
I I
° 50' R W
1' B B PRVEl�E
1
o+loo
0.4X
J'
II I
H11
i
P
z
cD
1iCb
1
N
I�
n
k
I
I
39 38
1785 SF 1,505 SF
37
1505 SF
36
1,785 SF
m
li
I
0.04 AC 0.03 AC
0.03 AC
0.04 AC
L
RIM E'14 - H
SLIM - ' 9
08 1
il'1t'1 ��7J9'
Steven Bou
DB. 1
ZO
a w� l 1�11,
wA�l4lnwm I I ��I'I 1
L- _ _ - _ _ _ - - -
1,89 SF 34
0.04 AC 1,619 SF
0.04 AC 1,553 SF
0.04 AC 1631 SF
0. AC
20' LANDSCAPE BUFFER EASEMENT '
(SEE NOTES) I
�I
her & Sher rryy Harris I
002, PG. 924
NED R-6I
GRAPHIC SCALE
30 Q 5
I 1 3 11"
A OVERALL WATER & SEWER 'LAN
C3 C3 SCALE: 1"=30' �I j 1 inc( h FEET )
h = 30 ft.
120
NOTE
B TYPICAL UNIT LAYOUT & WATER/SEWER PLACEMENT 1) DO NOT PLACE SERVICES IN DRIVEWAYS
C3 C3 SCALE: 1'=20' 2) PLACES SERVICES ON EACH LOT PER THE PLACEMENT
P"S
DIAGRAM SHOWN ABOVE.
SOS Equities, LLC a North Carolina Limited Liability Co.
DB. 16111 PG. 859
ZONED R-10 & R-6
10932 S
1050 4 AC
1,506 SF
107085 SF
4 AC
0.03 AC
1874 SF
6.04 AC
1580 SF
0.04 AC
1575 SF
0.04 AC
1594 SF
6.04 AC
5+00
27
10 8 C
1,505 SF
0.03 AC
1,455 SF
0.03 AC
9
132SF
0.0AC
20' LANDSCAPE BUFFER EASEMENT i
(SEE NOTES) j
k
k
1 RELEASE FOR PERMITS JKA 6 6 07
2 DEPT. REVIEW COMMENTS JKA 6/20/
07
NO. ESCRIPTION BY DATE
Revisions
DRAINAGE STRUCTURE SUMMARY
DS#
STATION
RIM
INVERT
REMARKS
1
3+20
108.6
105.0'
CURB INLET
2
3+20
108.6
105.6
CURB INLET
2A
3+50
108.3
104.0'
CURB INLET
3
4+00
107.9
103.0'
CURB INLET
4
4+75
107.3
101.0'
CURB INLET
5
4+75
107.3
101.0'
CURB INLET
6
-
106.5
96.0'
CURB INLET
MANHOLE SUMMARY
TABLE
MANHOLE ID
RIM
INV. IN
INV. OUT
REMARKS
MH#1
113.58'
1O1.71'
101.70'
BUILT -OVER MANHOLE
MH#2
110.34'
102.41'
102.40'
MH#3
108.60'
102.98'
1 102.97'
MH 4
106.57
103.87
20' LANDSCAPE BUFFER EASEMENT
(SEE NOTES)
18111 SF
6.04 AC
1577 SF
6.04 AC
17112 SF
6.04 AC
19
2 202 SF
0.05 AC
COMMON/RECREATIONAL AREA
23
1806 SF
6.04 AC
1622 38 SF
1818 SF
20
2005 AC
6.04 AC
0.04 AC
Richard F. & Virgil D. Ordiway
DB. 1272, PG. 338
ZONED R-10 & R-6
I \\
I \\
20' LANDSCAPE BUEEER EASEMENT
(SEE NOTES)
\ Cityof New Bern
\DB. 1713, PG. 937
ZONED R-10
x
x
x
x
LAKE
x
x
\ x
STORMWATER
RETENTION POND \ \
20' 1ANDSCAPE BUFFER EASEMENT
(SEE NOTES)
uuAup���� .-
A '.
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07021

SEQUENCE OF OPERATION:
1. SECURE PROJECT PERMITS.
2. CONDUCT PRE -CONSTRUCTION CONFERENCE.
3. INSTALL GRAVEL CONTROL ENTRANCE.
4. INSTALL SILT FENCING.
5. INSTALL STORMWATER RETENTION POND.
6. INSTALL & FINE GRADE & STABILIZE ROAD & DRAINAGE AREAS.
7. INSTALL SITE IMPROVEMENTS
8. SEED AND MULCH ALL DISTURBED AREAS/ESTABLISH PERMANENT VEGETATION
9. RESEED AS NECESSARY TO ESTABLISH VEGETATION.
PROJECT LAND DISTURBING LIMITS:
THE LAND DISTURBING LIMITS FOR THIS PROJECT SHALL BE AS FOLLOWS:
THE OVERALL PROPERTY BOUNDARY. THE TOTAL DISTURBED AREA FOR
THIS PROJECT IS 4.96 ACRES.
DOTE:
ALL FILL MATERIAL NEEDED TO COMPLETE
THE PROJECT NOT GENERATED FROM ON SITE
GRADING ACTIVITIES SHALL BE OBTAINED FROM
A PROPERLY PERMITTED BORROW PIT FACILITY
NCSR 1284�-
MIDYETfE rNFIE
I� Z
Ila �
C
1\ I
Q
(D
a �
F
RAVEL CONTR ENTRAN E
C II I
I I
I
Ili
CID
z I-
I
I <
I IQ
I
I I
Fay i i [ NAIfF.` bS+t
L; I
DRAINAGE STRUCTURE SUMMARY
DS#
STATION
RIM
INVERT
REMARKS
1
3+20
108.6
105.0,
CURB INLET
2
3+20
108.6
105.0'
CURB INLET
2A
3+50
_
108.3
104.0'
CURB INLET
3
4+00
107.9
103.0'
CURB INLET
4
4+75
107.3
101.0•
CURB INLET
5
4+75
107.3
101.0'
CURB INLET
fi
-
106.5
96.0'
CURB INLET
MANHOLE SUMMARY
TABLE
MANHOLE ID
RIML
I
INV. OUT
REMARKS
MH#1
113.
101.70'
BUILT -OVER MANHOLE
MH#2
110,
'
102.40'
MH#3
108.
102.97'
MH 4
106.103.87
PROJECT I>RAINAGE BASIN
DRAINING -0 STORMWATER RETENTION POND
MAINTENANCE PLAN:
1. ALL EROSION AND SEDIMENTATION CONTROL DEVICES SHALL
BE CHECKED FOR STABILITY AND OPERATION FOLLOWING
EVEP.Y RUNOFF -PRODUCING RAINFALL EVENT AND IN NO
CASE LESS THAI,] ONCE EVERY WEEK. ANY NEEDED
REPAIRS WILL BE MADE IMMEDIATELY TO MAINTAIN ALL
DEVICES IN THE OPERATING CONDITIONS INTENDED.
2. ALL AREAS WILL BE SEEDED, FERTILIZED, AND RESEEDED
AS PECESSARY AND MULCHED ACCORDING TO
SPECIFICATIONS IN THE VEGETATION PLAN IN ORDER TO
ESTABLISH AND P;1;^,INT,41N A VIGOROUS, DENSE VEGETATIVE
COVER.
3. ANY SEDIMENT T\CKED ONTO THE ADJACENT PUBLIC
ROAD SHALL BE PEMOVED ON A DAILY BASIS.
4. SEDIMENT SHALL BE PEMOVED FROM BEHIND SILT FENCING
& CHECK DAMS '�!HEH THE SEDIMENT ACCUMULATES TO
A DEPTH OF ONE FOOT.
5. SEDIt,IENT SHALL BE REMOVED FROM THE STORMWATER
RETFNTION POND UPON COMPLETION OF CONSTRUCTION
AND PRIOR TO FINAL PLANTING.
NOTE:
THE ANGLE FOR GRADED SLOPES AND FILL SHALL BE NO GREATER
THAN THE ANGLE THAT CAN BE RETAINED BY VEGETATIVE COVER
OTHER ADEQUATE EROSION CONTROL DEVICES OR STRUCTURES. IN
ANY EVENT, SLOPES LEFT EXPOSED WILL, WITHIN 21 CALENDAR DAYS
OF COMPLETION OF ANY PHASE OF GRADING, BE PLANTED OR
OTHERWISE PROVIDED WITH TEMPORARY OR PERMANENT GROUND
zs I =I +, NOTE:
/
/ SE INJ CAPE BUfFERrF E�IENl F "� - -
I (sEE F��s) \ - � ALL ROOF WATER SHALL BE DIRECTED TO THE
FOREBAY AREA OF THE STORMWATER RETENTION POND
t1 1 1096'
IINVERT - 10?0r' a, _ 5 I I SOS Equiti s, LLC Ai North Caroliq Lidnited Liability Co.,EXISTING H',DRANT-
IP% ti I :� `ZONED R--10 &
I 4 SILT FENCE G
17855 IF 2 1505 SF 7154 1786�,IF 1538 IF ,1864 IF
h I 0.04 AC 505 IF 0.06 AC .04 AC 0.04'AC 0.04 AC \6.04 AC
�.03 AC
yS ,1.1j
( \ , +A'+ /
1 +00 5n' '0 31
4�
0
r39 37
1�505 SF 1,505 SF 1785 SF
0. AC 0.03 AC AC
1,893 IF 34
44 AC 1,619 SF 33� +,
7 I I I 1 0.04 AC 1,5pAC 2
+"s I 1,6 7 SF
0. AC
+
- -- r -
I
-'91ANDSCAPE BUFFER EASEMENI� '71 90 ✓ +�. 5„
(SEE NOTES) 14910
EXISTING 14" WATER MAIN +' 0 I
!°;6 15" SEWER MAIN `
I o
I Z �
� I IJ �I G SILT I ENCE
E3;? c7
Steven Bouher & Sherry HarrisI -
III DB. ZONED PG. 924
1002, 6� I
O
.,I I _ - - - _ - _ _ - - - - - _ _ _ - _
I II
GRAPHIC SCALE I f
II 30 0 15 30 60 120 C7
I RIM = 115.11
INVERT = 10010
A OVERALL SITE GRADING PLAN I i IN FEET
1 inch = 30 ft.
C4 4 SCALE: 1" 30' II I
1
1870 S 9
0.04 A�
0.04 AC r 1735 IF `
0.04 AC
18742 IF
1` 8,8 IF
11�754 IF
105 4 AC
04 AC
d.o4 AC
O.o4 AC
i
I
010
�
► ■��.�■■■■■■■■
I
I
( 1932.SF 1 `,38 SF 1506 ` E
0.04 A 0.04 AC 0.03 AC 00
I
(b
i
8'
I GRASS SWALE
AC
1,%_Sf
-25--
1
_ 4-
1785�F-
0.04-AC
0.03 AC
0, .03 AC;
1
03 AC
--
LEGEND 1
SILT FENCE G 1" WATER SERVICE C 2
c7 ca 3
4
® OUTLET PROTECTION H FIRE HYDRANT D
c7 yY° ca NO.
® CHECK DAM K THRUST BLOCK E
c7 ca
INLET PROTECTION K,N SEWER SERVICE
�.o✓ CATCH BASIN C7 ♦- Ca
VALVE & VALVE BOX A MA'1HOLE G
�/ -- C8
O PERMANENT 2" BLOWOFF B
ca
NOTES:
1.SEE DETAILS A, B & E, SHEET C7 FOR TYP=AL ROAD DETAILS.
2.SEE DETAIL C, SHEET C7 FOR NEW PAVEMEIJT SECTION.,
3. SEE DETAIL D, SHEET C7 FOR SIDEWALK C010RUCTION,
4. REVLGETATE ALL DISTURBED AREAS IN ACCORDANCE
WITH THE PROJECT VEGETATION PLAN, SEE
DETAIL L, SHEET C7.
5. SEE DETAIL H, SHEET C8 FOR TYPICAL TRENCH SECTION.
SE FOR PERMITS JKA 66 07
REVIEW COMMENTS JKA 6 20 07
R DWQ COMMENTS JKA 9/17 07
OMMENTS JKA 10/30 07
;RIP110N BY DATE
Revisions
QQ5- II,\
/ 10),
�'�I \
a x City of New Bern
o �'y DB. 1713, PG. 937
1 \ ZONED R-10
\,11
x
1
x
\` A LAKE
20ADM PUFFER EASEMENT
Ti (SEE NOTES) ,
1
I
f 1061051041D31021011�99 98197 96 I \\ x I
1RI` 24W \
5+39.87 MH#4 B
MO kETION L AREA \
f m 95 8 x
I
I 94 93 9H8
�D 9291 88 1 \
1 I 85 \ \\
+
100
20 IANDSD I BUFFER _USNw'I1 +, A
(SE NOTES) j
1
I 1
I
s
20' IANDSGPE BUFFER EASEMENT
- - - (SEE -NOTES)
A +D
- _ - _ _. - - - _ _ - -
V i ! _
SILT FENCE c 20' LANDSCAPE BUFFER EASEMENT
C7 (SEE NOTES)
SEE ENLARGED VIEW, SHEET C6
Richard F. & Vir it D. Ordiway
DB. 1272, P`G. 338
ZONED R-10 & R-6
I 1 \
00 o
N Ln
r�s Lp
Q
_ _z
Q) 0 CD
Q 0 CD
c Q
o N
�a Lr)
LLTI =
W O0 X
Cz�
E
Ez�
,-� C_ EC
O w o
L m o
w
w z c0
C_ N
7 o Ln 1n
N
ow
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Ei
C 4
07021

I
G I 1,785 SF 505 SF 1505 SF `785 SF
If K I 0.04 AC 03 AC 6.03 AC tl 04 AC
I I
Quj I
6" TAP PIN LE & VA VE _
(1) THRU L K
CUT & PA (STING R AD
F V CONTROL MT ANC
C7CD
D
CID I
C' I
I I
I I
I�
RIM = 112.34' I4 =r
INVERT - 10814
44' 1
IJ
z
u
38 31 36
1785 SF 1,505 SF 1,505 SF 1,785 SF
I b.04 AC 0.03 AC 0.03 AC 0.04 AC
II
R-
I I I INVERT = 107.19
1 I -EXISTING 14" WATER MAIN
II I II,-i--EXISTING 15" SEWER MAIN
QjYLAN -KELSEY DRIVECALE: 1"=30'
��- 1 1 1 •
A -
SILT d
�6 t ,I,P1
6.04 A 1.04 AC
(Sir
11
■rw.�u���
II 151,
��1 ice► : ;� � ' • I 1 1'SF
1, 11� 11- 1 i� ■ �■ _ ■�■
35
134 /
0.04.04 ACC 1,619 SF 33 /
0.04 AC 1,553 C A52
/ 1,6 7 SF
0. AC
��.
- . - zz;
20' IAMI)SCAPE 11<IffER EASEMENT f
(SEE NOES) I I
G G7 SILT FENCE I
Steven Bouher & Sher ryry Harris I I
DB. 1002, PG. 924
ZONED R-6
3
1b 04 A F
1b53 S
1
�.03 AC
7V AC
L-
m.■
I
11
11
11 i
11
__ �L _ Tr,- _ _ - 7- - - - _ -
I. Ii ELEASE FOR PERMITS JKA 6 6 07
EPT. REVIEW COMMENTS JKA 6 20 07
N0. ESCRIPTION BY DATE
Revisions
LEGEND
SILT FENCE G
1" WATER SERVICE
C
C7
C8
®
OUTLET PROTECTION rH
w FIRE HYDRANT
D
C7
yY°
C8
®
CHECK DAM K
► THRUST BLOCK
E
C7
C8
INLET PROTECTION K,N
SEWER SERVICE
F
CATCH BASIN C7
C8
H
VALVE & VALVE BOX AC8
O MANHOLE
G
C8
O
PERMANENT 2" BLOWOFF B
C8
NOTE`.:
I. SEE
DETAILS A, B & E, SHEET C7
FOR TYPICAL ROAD DETAILS.
2. SEE
DETAIL C, SHEET C7 FOR NEW
PAVEMENT SECTION.
30
WATER/SEWER CONFLICT LEGEND
M o o g �+
O O N 00 ^ w
�c�v NO + M Z
+ N M NJ ,n S
O W N Z Z Z Q
(D C)O O D O (D
NtR a� V) `�'¢ `�'
116
116
114 114
STA: 0+00 ELEV: 113.5
112 112
110 110
EXISTING 14" WATER MAIN 108
108
106 106
104 104
102 102
EXISTING 15" SEWER MAI
100 100
98 98
96 96
94 94
92
DATUM ELEV
90.0
0+00 1+00 2+00 3+00 4+00 5+00 5+39.87 6+00 7+00
+ + +
NOTE: MAINTAIN MINIMUM 10' HORIZONTAL SEPARATION BETWEEN WATER & EWER
NUMBER NOTE
1Q ROUTE NEW SEVER MAN ABOYE/BELOW NEW STORM BRAIN.
MAINS
Z00. ' VC
STA: +23 ELEV: 113.1
PVI ELEV = 109.5 0 .n
o
� � K = 76.45
---- __ FINISH G ADE
EIS ING GRAD
\ \ � -BLOWO F
PROPOSED "PVC WATER MAIN
5
N � FINISH RADE
EXISTING RADE
r�
M r 7 N N `� O 0 0U� �
O 09 O
GRAPHIC SCALE
15 30 60
( IN FEET )
1 inch = 30 ft.
DRAINAGE STRUCTURE SUMMARY
DS STATION RIM INVERT REMARKS
1 3+20 108.6 105.0' CURB INLET
2 3+20 108.6 105.0' CURB INLET
2A 3+50 108.3 104 0' CURB INLET
3 4+00 107.9 103.0' CURB INLET
4 4+75 107.3 101.0' CURB INLET
5 4+75 107.3 101.0' CURB INLET
6 - 106.5 96.0' CURB INLET
0 cc
CN
Ln
CN
LLJ
MANHOLE SUMMARY TABLE
MANHOLE ID RIM INV. IN INV. OUT REMARKS
MH#1 113.58' 101.71' 101.70' BUILT -OVER MANHOLE
MH#2 110.34' 102.41' 102.40'
MH'3 108.60' 102.98' 102.97'
MH 4 106.57 - 103.87
Q_
04
B PROFILE -KELSEY DRIVE
C5 C5 HORIZONTAL: 1 "=30'
VERTICAL: 1 "=3'
11-4
v"j
C5
07021
NUMBER NOTE
1Q ROUTE NEW SEVER MAN ABOYE/BELOW NEW STORM BRAIN.
MAINS
Z00. ' VC
STA: +23 ELEV: 113.1
PVI ELEV = 109.5 0 .n
o
� � K = 76.45
---- __ FINISH G ADE
EIS ING GRAD
\ \ � -BLOWO F
PROPOSED "PVC WATER MAIN
5
N � FINISH RADE
EXISTING RADE
r�
M r 7 N N `� O 0 0U� �
O 09 O
GRAPHIC SCALE
15 30 60
( IN FEET )
1 inch = 30 ft.
DRAINAGE STRUCTURE SUMMARY
DS STATION RIM INVERT REMARKS
1 3+20 108.6 105.0' CURB INLET
2 3+20 108.6 105.0' CURB INLET
2A 3+50 108.3 104 0' CURB INLET
3 4+00 107.9 103.0' CURB INLET
4 4+75 107.3 101.0' CURB INLET
5 4+75 107.3 101.0' CURB INLET
6 - 106.5 96.0' CURB INLET
0 cc
CN
Ln
CN
LLJ
MANHOLE SUMMARY TABLE
MANHOLE ID RIM INV. IN INV. OUT REMARKS
MH#1 113.58' 101.71' 101.70' BUILT -OVER MANHOLE
MH#2 110.34' 102.41' 102.40'
MH'3 108.60' 102.98' 102.97'
MH 4 106.57 - 103.87
Q_
04
B PROFILE -KELSEY DRIVE
C5 C5 HORIZONTAL: 1 "=30'
VERTICAL: 1 "=3'
11-4
v"j
C5
07021
Z00. ' VC
STA: +23 ELEV: 113.1
PVI ELEV = 109.5 0 .n
o
� � K = 76.45
---- __ FINISH G ADE
EIS ING GRAD
\ \ � -BLOWO F
PROPOSED "PVC WATER MAIN
5
N � FINISH RADE
EXISTING RADE
r�
M r 7 N N `� O 0 0U� �
O 09 O
GRAPHIC SCALE
15 30 60
( IN FEET )
1 inch = 30 ft.
DRAINAGE STRUCTURE SUMMARY
DS STATION RIM INVERT REMARKS
1 3+20 108.6 105.0' CURB INLET
2 3+20 108.6 105.0' CURB INLET
2A 3+50 108.3 104 0' CURB INLET
3 4+00 107.9 103.0' CURB INLET
4 4+75 107.3 101.0' CURB INLET
5 4+75 107.3 101.0' CURB INLET
6 - 106.5 96.0' CURB INLET
0 cc
CN
Ln
CN
LLJ
MANHOLE SUMMARY TABLE
MANHOLE ID RIM INV. IN INV. OUT REMARKS
MH#1 113.58' 101.71' 101.70' BUILT -OVER MANHOLE
MH#2 110.34' 102.41' 102.40'
MH'3 108.60' 102.98' 102.97'
MH 4 106.57 - 103.87
Q_
04
B PROFILE -KELSEY DRIVE
C5 C5 HORIZONTAL: 1 "=30'
VERTICAL: 1 "=3'
11-4
v"j
C5
07021
GRAPHIC SCALE
15 30 60
( IN FEET )
1 inch = 30 ft.
DRAINAGE STRUCTURE SUMMARY
DS STATION RIM INVERT REMARKS
1 3+20 108.6 105.0' CURB INLET
2 3+20 108.6 105.0' CURB INLET
2A 3+50 108.3 104 0' CURB INLET
3 4+00 107.9 103.0' CURB INLET
4 4+75 107.3 101.0' CURB INLET
5 4+75 107.3 101.0' CURB INLET
6 - 106.5 96.0' CURB INLET
0 cc
CN
Ln
CN
LLJ
MANHOLE SUMMARY TABLE
MANHOLE ID RIM INV. IN INV. OUT REMARKS
MH#1 113.58' 101.71' 101.70' BUILT -OVER MANHOLE
MH#2 110.34' 102.41' 102.40'
MH'3 108.60' 102.98' 102.97'
MH 4 106.57 - 103.87
Q_
04
B PROFILE -KELSEY DRIVE
C5 C5 HORIZONTAL: 1 "=30'
VERTICAL: 1 "=3'
11-4
v"j
C5
07021
0 cc
CN
Ln
CN
LLJ
MANHOLE SUMMARY TABLE
MANHOLE ID RIM INV. IN INV. OUT REMARKS
MH#1 113.58' 101.71' 101.70' BUILT -OVER MANHOLE
MH#2 110.34' 102.41' 102.40'
MH'3 108.60' 102.98' 102.97'
MH 4 106.57 - 103.87
Q_
04
B PROFILE -KELSEY DRIVE
C5 C5 HORIZONTAL: 1 "=30'
VERTICAL: 1 "=3'
11-4
v"j
C5
07021
B PROFILE -KELSEY DRIVE
C5 C5 HORIZONTAL: 1 "=30'
VERTICAL: 1 "=3'
11-4
v"j
C5
07021

II#';19,il\ 'I
92
200'R
R N
MAIN POOL
9S0
A -
NOTE:
ALL ROOF WATER SHALL BE DIRECTED TO THE
FOREBAY AREA OF THE STORMWATER RETENTION POND
A ENLARGED VIEW-STORMWATER RETENTION POND I - f--
C6 I C6 SCALE: 1"=10'
1
� ` 1
O
V '\
PE POOL = 93.0 \
1 \
EMP POOL -ELEVATION 94.1
\ \SILT FENCE G
C7 \
I
I
RTA LE PUMP TO BE USED%
AC VMI TY POND FOR MAINTEN E,
P �
� 1
3
UTLET STRUCTURE `
=92. C6C6
1
SAFE TY LEDGE
--- ELEVATION=93.0'
TOP OF RISER/CREST = A
TOP OF WEIR = B
36" CMP
INVERT 1.25' ORIFICE = C (PERMENANT POOL ELEV)
-INLET PIPE = E
HARDWARE CLOTH AND —
STAINLESS STEEL STRAP
TOP OF FOOTING = F
ANCHOR 36" CMP RISER IN
CONCRETE SLAB, PLACE CONCRETE
INSIDE OF RISER TO ELEVATION D
1 RELEASE FOR PERMITS JKA
2 DEPT. REVIEW COMMENTS JKA
3 NCDENR/DWQ COMMENTS JKA
4 DWQ COMMENTS JKA
NO. DESCRIPTION BY
Revisions
STRAPS 24.. O.C. ANCHORED
(RASH SCREEN IN CONCRETE 12" MIN.
4" MAX OPENING (TYPICAL OF 4)
-- -- ——
L—------------------------1 �20 LF 24" CMP N I [ I PIPE
I I I
I I
I I
I I
I I
I I
I
I I
I I
I I
I I
I I I
L---------------J
DI ANI
—TRASH SCREFtl
#3 REBAR @ 4" O.C. E.W.
3" WIDE x 1/4" THICK METAL
jSTRAPS 24" O.C. ANCHORED
IN CONCRETE 12" MIN.
(TYPICAL OF 4)
6" DIA. INLEI P
CONTINUOUSLY
TO RISER , ,-
PROVIDE FIRM AND STABLE
SUPPORTING AREA FOR RISER
AND CONCRETE ANCHORAGE
5' SQUARE
3 RETENTION POND OUTLET STRUCTURE
C6 C6 NOT TO SCALE
SECTION
PROVIDE 4 'i' DIA. ANTI-SLEP
COLLARS CONTINUOUSLY
?0 LF 24" Cb1P OUTLET PIPE `MELDED h HARRFL
@ 20' 0.u.
r,
3' WIDE x 18" THICK CONCRETE
ANCHORAGE FOR PIPE
OUTLET STRUCTURE ELEVATION CHART
- D� EB.5' 0989.0 POND5.2.0 F
PERMANENT POOL ELEVATION = 93.0', AREA = 8,194 SF
TEMPORARY POOL ELEVATION = 94.1', AREA = 9,547 SF
(1-INCH STORM LEVEL)
PERIMETER SHELF PLANTING LIST
6607
6/20/07
9/17 07
10/30/07
DATE
SCIENTIFIC NAME
COMMON NAME
I SIZE
IRS VIRGINICA
BLUE FLAG IRIS
I ARGE PLUG
FELTANDRA VIRGINICA
ARROW ARUM
LARGE PLUG
SAGITTARIA LANCIFOLIA
BULLTONGUE
LARGE PLUG
SAGITTARIA LATIFOLIA
DUCK POTATO
LARGE PLUG
SPARGANIUM AMERICANUM
BUR-REOD
I ARGE PLUG
_IZANIOPSIS MILIACEA
WATER MILLET
I ARGE PLUG
PROVIDE A MINIMUM OF 3 OF THE ABOVE LISTED SPECIES IN EQUAL NUMBERS.
INSTALL PLANTS AT 18" OC IN ALL DIRECTIONS. DISTRIBUTE SPECIES EVENLY
REFERENCE: COASTAL PLAIN CONSERVATION NURSERY, INC.
3067 COMMERCE DRIVE
EDENTON, NC 27932
[phone]
AREA TO BE VEGETATED IN ACCORDANCE
WITH THE PROJECT VEGETATION PLAN
SEE DETAIL L, SHEET Cl.
PROVIDE PLANTINGS SPECIFIED AROUND
FULL POND PERIMETER (10 FOOT STRIP)
TEMPORARY POOL = 94.1
SAFETY LEDGE
` ELEVATION=92.5' 5' ELEVATION=92.5'
---- --
ELEVAl10N=92. ' PERMANENT POOE ELEVATION = 93.0'
11 _-
- -
ELEVATION=93.5'- 10 5'-� 1 3
I FOREBAY ELEVATION= 85.0' -I 1 1 L POND BOTTOM ELEVATION= 85.0' 105'10
1 _2 2 2 10' -
ELEVATION=93.5'-,
1 STO_RMWATER DETENTION POND CROSS--`FCTION
NOT TO SCALE
Q
Ix
Q.
u) O
c��t In
�. r7
7
� I rU �
O
N
Lc)
N LLI -F N
Vrry_,l F-
W
� LL
E cc)
1� O L" O
O
> 1
W 1QD
r7
O u n
V 1 u 1
1.4
(, C, W
O 2
rl
1.4
H
E-4 PA
w Cl
a �j ckl
z.4 z
AEU a
A E-4 z
EEO O
�Zmz z
W
E -4 W
zza
W
a w E-4
0
U1
07021

R/W
50'
RIGHT OF WAY
31' BACK CURB TO BACK CURB
26' PAVEMENT
SLOPE: 1/4" PER FOOT
2" TYPE H BINDER
TACK COAT 1-1/2" SF 9.5A ASPHALT SURFACE COURSE
8" ABC STONE BASE
18" COMPACTED SUBGRADE
30" NCDOT CURB & GUTTER -DETAIL E, THIS SHEET
A TYPICAL ROAD SECTION
C2 C7 NOT TO SCALE
Q
25
PLAN
NOT TO SCALE
CUL-DE-SAC
50
- 37'
SECTION A -A
-NOT TO SCALE 30" NCDOT CURB & GUTTE
DETAIL E, THIS SHEET
B CUL-DE-SAC @ LOCAL ROAD x
C2 C7 NOT TO SCALE
1-1/2" SF 9.5A ASPHALT SURFACE COURSE
-TACK COAT
� 2" TYPE H BINDER
- " COMPACTED SELECT FILL
C NEW PAVEMENT SECTION
C2 C7 NOT TO SCALE
4' - 3' 2.5' ASPHAL
SIDEWALK MEDIAN CURB/GUTTER PA'JEMEXT
SLOPE TOWARD C/G
I 1 /4":1'
�4 � 6x6 WWF 10/10
D SIDEWALK
C2 C7 NOT TO SCALE
R/W
0
I
R/W
30"
NOTES:
1. CONTRACTION J(SHALL BE PI.ACED 10'-0" TO A MINIMUI,I
oEPTH OF 1-1
2. CONTRACTION J11:!'T'; SHALL BE FII I ED COMPLETE` 'AIITII A JOINT 1!11FF
SUITABLE FOR T1'! APPLICATION.
3. EXPANSION JOIPI' `,HALL BE PLACED Q'0' O.C. A'I� A,DJACENT TO ^,I L
FIXED OBJECTS !t"hLLS, WALKS, FTC.)
4. PROVIDE AT El I "F'ONS SHOWN. S,IOPF CURB & ; " 71R EVENLY PFTWFi'i
SPOT ELEVATION��.
E CUI'i' 1ND GUTTER
C4 C7 N01 1 SCALE
�-- 2 0'-
° ° ° ° �� -6" LAYER GF COARSE AGGREGATE
o O 0 OVER 12" LAYER OF STONE BASE
0 0 0 0 COARSE
000
O 0 0
O�o00
O°0°0 10,
O ° o ° O _
°0000°° \ 10,
x � O__9__�Q
EDGE Of F 'ISTING
ROADW,":Y PAVEMENT
(I GRAVEL CONTROI ENTRANCE_
C4 'NOT TO SCAI E
Y
SELF A, I(J IORING
METAL I'�1`>T @ 6' O.C. MAX
— 12 GU'�':I 6 X 6 WIPE MESH
- FILTER E' BRIC
8„
FL01'
1_ x V
G SII T I I LICE
C4 C7 RIOT I') SI;ALE
X �1 °0� 0 O
PO 0
OUTLET P : �,�>° 0 °
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0 00D0
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oc)
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r ITT T
- 0J000°� r�0O;
0 O
C
000"O
°0000
0(O °°C
1 R FABRIC—
,
SECTION A-
A B C D L I I1AX. RIP ( SIZE
24" 8' 1)' 1271"
W 5' C' 8' 12
H 01 1 T PROTECTION_
C4 C7 N' !0 SCALE
E
EXCELSIOR JOTF MATTING
1L J1
S AS INDICA(ED
C4 DVEGETATED SWALE
C7 NOT TO SCALE
-12" THICK LAYER OF
#57 STONE ON UPSTREAM
END OF CHECK DAM
3
4' 1 4'
0
000
w00000'
000 O
00
1 FI OW
DIRECTION
@CHECK DAM
C4C7 NOT TO SCALE
NOTES
1. CONSTRUCT CHECK DAM OF RIP
RAP STONE PLACED IN ACCORDANCE
WITH DETAIL.
2. SEDIMENT BEHIND THE CHECK DAM
SHALL BE REMOVED ONCE THE LEVEL
IS WITHIN 6" OF THE CENTERLINE
CREST OF THE DAM.
3. SHOULD SCOUR DEVELOP AT THE
DOWNSTREAM END, IT SHALL BE
REPAIRED IMMEDIATELY.
4. PROVIDE 12" MIN. FINE GRAVEL
ON UPSTREAM END OF CHECK DAM.
2" X 2" X 3' WOOD POST
NCDOT #57 STONE
EROSION CONTROL FABRIC
ON 12 GUAGE 6x6 WIRE MESH
PLAN 2" X 2" X 3' WOOD POST
12" THICK NCDOT
#57 STONE AROUND
PERIMETER
BURY FABRIC 8 INCHES
SECTION V -CATCH BASIN
PROVIDE SEDIMENT TRAP AT ALL CATCH BASINS
K SEDIMENT TRAP
C1 CI NOT TO SCALE
VEGETATIVE SEEDING
AFTER COMPLETION OF GRADING ACTIVITIES AND THE
CONSTRUCTION OF SWALES, ALL EXPOSED AREAS SHALL
BE SEEDED TO THE FOLLOWING SPECIFICATIONS:
SEED BED
LIME 1-1/2 TON PER ACRE
FERTILIZER 1/2-TON PER ACRE
SEED
RYE GRAIN 50 LBS PER ACRE
TALL FESCUE 100 LBS PER ACRE
MAY THROUGH AUGUST:
CENTIPEDE 5 LBS PER ACRE
PROCEDURE
STRAW MULCH SHALL BE APPLIED AT A RATE WHICH WILL
INSURE APPROXIMATELY 75% COVERAGE OF THE SEEDED
AREA, THE STRAW AND SOWN SEED WILL BE LIGHTLY
DISCED INTO THE BED TO GIVE IT FURTHER RESISTENCE
TO BLOWING AND WASHING.
THE CONTRACTOR SHALL GUARANTEE A FULL STAND OF
GRASS OVER THE ENTIRE DISTURBED AREA. IF NECESSARY
THE CONTRACTOR WILL WET DOWN THE AREAS TO ASSIST
IN SEED GERMINATION OR AID IN GROWTH IN TIMES OF
EXCESSIVELY DRY WEATHER. A STAND OF GRASS WILL BE
CONSIDERED ACCEPTABLE WHEN THE ENTIRE STAND OF
GRASS IS AT LEAST FOUR INCHES HIGH AND HAS
ACHIEVED AT LEAST 95o COVERAGE OF DISTURBED
AREAS. RESEEDING WILL BE REQUIRED AS NECESSARY BY
THE CONTRACTOR TO OBTAIN THE SPECIFIED STAND OF GRASS.
NOTE:
THE ANGLE FOR GRADED SLOPES AND FILL SHALL BE NO GREATER
THAN THE ANGLE THAT CAN BE RETAINED BY VEGETATIVE COVER
OTHER ADEQUATE EROSION CONTROL DEVICES OR STRUCTURES. IN
ANY EVENT, SLOPES LEFT EXPOSED WILL, WITHIN 21 CALENDAR DAYS
OF COMPLETION OF ANY PHASE OF GRADING, BE PLANTED OR
OTHERWISE PROVIDED WITH TEMPORARY OR PERMANENT GROUND
COVER, DEVICES, OR STRUCTURES SUFFICIENT TO RESTRAIN EROSION.
L VEGETATION PLAN
C4 C7 NOT TO SCALE
CE DRIVE {�
r— 12
DRIVE I I
R
3 R . �. .3 R zn" inn & GUTTER
16' --�I
CURB CUT
M DRIVEWAY CURB CUT
C2 C7 NOT TO SCALE
6' 1
PLAN
CAST IRON FRAME AND
CRATE, SEE NOTE 1.
CONCRETE JOINTS TYP. ALL 4 CORNERS
CONCRETE COLLAR -PROVIDE IN
GRASSED AREAS ONLY, OMIT
IN PAVED AREAS
2 #4 GONE GRADE
T �'-2' WIDE CONCRETE COLLAR
PIPE O.D. + 12" 8' CONCRHE
GROUT ENTRANCE
0
a
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PIPE
a ry o
x
2"X4" KEY
6" COMPACTED BASE #5 12" O.C. E.W.
SECTION
NOTES: --
1. FOR CURB INLETS, PROVIDE US FOUNDRY #5181-6420 INLET HOOD & GRAT
FOR YAFD INLETS, PROVIDE US FOUNDRY #4120 FRAME & GRATE SERIFS WITH
GRATE f6170 IN GRASSED AREAS.
2. CONTRACTOR MAY CONSTRUCT DROP INLETS OF BRICKS OR MASONRY PER
THE SPECIFICATIONS.
(N DROP INLET
�IC4 C9 NOT TO SCALE
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4" THICK CONCRETE COLLAR
qpqrp - P
6„ HEAVY DUTY CAST IRON
SCREW TYPE VALVE BOX
AND COVER, MARKED WATER
COMMON BRICK
AT 1/3 POINTS
VALVE
r�l
CUBIC FOOT THRUST BLOCK
A VALVE AND VALVE BOX
C3 C8 NOT TO SCALE
VALVE BOX
CONCRETE COLLAR
VALVE BOX
WATER MAIN
WATER MAIN PLUG
r WITH 2" TAP
BRASS NIPPLE
2" BALL VALVE
SCH 80 PVC
COUPLINGS
2" PVC SCH. 40 PIPING
END VIEW
B PERMANENT 2" BLOWOFF ASSEMBLY
C3 C8 NOT TO SCALE
BACK OF CURB
OR SIDEWALK
CAST IRON -
METER BOX
METER ST(
1" SERVICE TUBING BRICK SUPPC
(4 EACH)
'**_�KEEP LINE SLACK/
�—PLASTIC STIFFNER
- CORPORATION STOP
TAPPING SADDLE
WATER MAIN
C 1" WATER SERVICE
C3 C8 NOT TO SCALE
2" BRASS PLUG
2" FEMALE
COUPLING
6" TO 8"
MIN. DEPTH
GRA/ITY
SEWER P
z
N "I
U LTORR SIbENCE
ETER-BY OTHERS
V MIN. TO 5' MAX.
FACE PUMPER
CONNECTION TO STREET
4'�
6" VALVE AND VALVE BOX � ® 2„
3'-6" BURY
x x
2 CF THRUST BLOCK
X
2 CUBIC FOOT`
THRUST BLOCK 1 tTEE HYDRANT DRAIN HOLES
WATER MAIN 3/4" TIRODS DO NOT BLOCK
E
BACK TO MAIN 2 CF #57 GRAVEL
NOTE: NO LANDSCAPE PLANTINGS SHALL BE PLACED
WITHIN 7.5 FEET OF THE FIRE HYDRANT
D FIRE HYDRANT ASSEMBLY
C3 CS NOT TO SCALE
ABS TO PVC
ADAPTER CO
PVC GRAVITY
SEWER MAIN
PLAN
D/�N)
n e
X (MIN)
-d lit III Y=111r
III I)
l NDISTURBE,
E \RTH
FOR BENDS UNDISTI RBED
EARTH
PLAN
0
1 °
tll
D (MIN) °
4
F, .. -I I
ELEVATION
FOR TEES
THRUST BLOCK DIN =NSION D IN FEET
NOM.
PIPE
DIA.
DEAD
END
90'
BEND
45'
BEND
22 1/7
BEND
11 1/4
BEND
2"
1.0
1.2
1.0
0.7
0.7
4"
1.3
1.6
1.2
0.9
0.8
6"
.7
1"
E THRUST BI OCK
C3 C8 NOT TO S ;ALE
PLAN
QAC'I OF CURIB
ORIDEEWALK 1
CLEAN OUT TO BE SET
24" ABOVE FINISH GRADE
CURB AN!) GUTTER
1/2' BEN
22 1/2
IN -LINE WYE
PVC SANITARY SE' IER SERVICE r E
C3 C8 NOT TO SCALE
RUBBER CAP
CLEAN OUT
L STUB OUT 1' PAST WYE
AND INSTALL RUBBER
TEXT CAP NO. TP6 AS
MANUFACTURED CO. OR
APPROVED EQUAL
STUB 40 PVC DWV SEWER
SERVICE AT 1% MIN.
GRADE (ASTM D-2665,
D-1785)
4', r3„
2', 3', OR 4'
4' OR LESS
8 � 2'-0" � g„
- 4' MINIMUM
CAST -IN -PLACE
STEPS
4" MI1 i
Q
MIN.
m
5 �—
G PRECAST MANHOLE
C3UC8NOT TO SCALE
5
#4 @ 12" O.C.
EACH WAY
SEE SPECS FOR BURY
REQUIREMENTS
BURIED WARNING AND
IDENTIFICATION TAPE
FINAL BACKFILL
9 LIFTS MAX
BURIED DETECTION WIRE
FOR NON-METALLIC PIPE -
SEE SPECS FOR BURY
it
REQUIREMENTS
POLYETHYLENE ENCASEMENT
INITIAL BACKFILL
ON METALLIC PIPE ONLY
6" LIFTS MAX
0 0
0
00000
0000OP-UTILITY
MAIN
00000000000
SIZE AS INDICATED
00000
GRANULAR PIPE
6" MIN
12"
O.D.
OF
12"
BEDDING
1/2" PIPE 0..
PIPE
PIPE
TRENCH WITH
BEDDING MATERIAL
FRAME AND COVER
6"x6" 6/6 WWF IN CENTER
THIRD OF WALL AND IN
TONGUE AND GROOVE.
TAPERED LIFTING
HOLE
RUBBER BOOT
INV. IN
SHAPED MH INVERT
OF CONCRETE
GROUT 3" MIN.
THICKNES�C�
LEVEL COMPACTED
SUBGRADE - SEE NOTE 3
6" MIN. GRAVEL
BASE
BURIED DETECTION WIRE —
FOR NON-METALLIC PIPE -
SEE SPEC F(R BURY
REQUIREMENTS
H PIPE TRENCH SECTION
C3 C8 NOT TO SCALE
1 [ESCRIPTION
ELEASE FOR PERMITS JKA 6 6 07
2 EPT. REVIEW COMMENTS JKA 6 20 0
NO. BY DATE
Revisions
SEE SPECS FOR BURY
REQUIREMENTS
FBURIED WARNING AND
IDENTIFICATION TAPE
D. OF 1 12"
PIPE
PIPE TRENCH WITHOUT BEDDING
FINAL BACKFILL
9" LIFTS MAX
INITIAL BACKFILL
6" LIFTS MAX
UTILITY MAIN
SIZE AS INDICATED
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07021

ORIGINAL GRADE
ROOT BURLAP
ON TOP 1/3
ADD SOIL MIX; TAMP LIGHTLY & -
WATER IN THOROUGHLY PRIOR TO
SETTING TREE TO MINIMIZE
SETTLING.
3" MULCH
EDER
(�{ � SAUCER (6"HGT.)
PLANTING SOIL MIX
BACKFILL
SCARIFY BASE OF PLANT PIT TO MIN. DEPTH OF 8."
BREAK THROUGH & LOOSEN ALL "HARDPAN" (REMOVE AS
NECESSARY TO FACILITATE DRAINAGE).
PLANTING PROCEDURE
1. EXCAVATE ROOT BALL PIT.
2. SCARIFY PIT, ADD SOIL MIX AND TAMP SUCH
THAT TREE IS SET 4" HIGHER THAN ORIGINAL GRADE.
3. SET TREE LEVEL WITH ITS ORIGINAL GRADE IN NURSERY.
4. BACKFILL WITH SOIL MIX & CONSTRUCT SAUCER.
NOTES:
1. DO NOT ALLOW AIR -POCKETS TO FORM WHEN BACKFILLING.
2. IMMEDIATELY SOAK WITH WATER.
3. PAINT ALL CUTS & SCRAPES OVER 3/4" DIA. WITH APPROVED TREE PAINT.
4. DO NOT BREAK ROOTBALL.
5. PLANT AREAS & TREE LOCATIONS SHALL BE STAKED OUT PRIOR TO
PLANTING AND APPROVED BY ENGINEER
1 TYPICAL ROOT BALL PIT
1_1 I L1 NOT TO SCALE
PLANTING SCHEDULE
NUTTAL OAK
(2" CALIPER MINIMUM)
SOS EquitiE s, LLC a North Carolina Limited Liability Co.
DB. 1611, PG. 859
ZONED R-10 & R-6
T-1
— 51� �J
1U UWUJGPI'L bully UINKNI
(SEE NOTES)
IT TYPE B BROKEN LANDSCAPE SCREEN
I II Steven Bouher &Sherry Harris
I DB. 10021 PG. 924
ZONED R-6
--------------
GRAPHIC SCALE
30 0 15 30 60 Q0
LANDSCAPING PLAN
SCALE: 1 =30 I ( IN FEET )
I inch = 30 ft.
1874 SF
6.04 AC
1580 SF
6.04 AC
1575 SF
0.04 AC
105044 SF
AC
1932 SF
6.04 AC
1538 SF
6.04 AC
1506 SF
6.03 AC
1785 SF
6.04 AC
MULCH OR GROUND CC
TREE (TYP. OF 3)
NOTE:
BERMS ARE SYMMETRIC
SIDES OF ENTRANCE
ENTRA
1 BERM DETAIL AT ENTRANC
L1 L1 NOT TO SCALE
TYPE B BROKEN LANDSCAPE SCREEN
1811 SF
0.04 AC
1511 SF
0.04 AC
17112 SF
6.04 AC
2 202 SF
d.05 AC
21
25
1b78 AC
1,505 SF
0.03 AC
',455 SF
6.03 AC
1329 SF
0.03 AC
LU lN1UJ1.IY L UVI I W I LTLIII
(SEE NOTES)
23 1806 SF
d.04 AC
1,638 SF
1818 SF
20
2d pg5 AC
0.04 AC
0.04 AC
-TYPE B BROKEN LANDSCAPE SCREEN
20' LANDSCAPE BUFFER EASEMENT
(SEE NOTES)
Richard F. & Virgil D. Ordiway
DB. 1272, PG. 338
ZONED R-10 & R-6
1 IRELEASE FOR PERMITS I JKA 6
2 DEPT. REVIEW COMMENTS JKA 6
NO. IDESCRIPTION I BY I DATE
Revisions
x
\ Cityof New Bern
\DB. 1713, PG. 937
ZONED R-10
x
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x
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