SW7080518_APPROVED PLANS_20080616

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

BRANCHStDE COMMERMAL StrBlll\`ISION - PHASE ttt
OWNER
HAVELOCK DEVELOPMENT
P.O. BOX 249
HAVELOCK, NC 28532
PHONE: [phone]
GENERAL NOTES:
1. NO CHANGES TO ANY ASPECT OF THIS PLAN, INCLUDING
BUT NOT LIMITED TO, LANDSCAPING, GRADING, BUILDING
ELEVATIONS, LIGHTING OR UTILITIESWILL BE MADE WITHOUT
THE APPROVAL OF THE DEPARTMENT OF PLANNING AND INSPECTIONS.
2. THE SITE BE STABILIZED AND SEEDED PRIOR TO THE
ISSUANCE OF A CERTIFICATE OF OCCUPANCY OR
GUARANTEED BY APPROVED METHOD IF APPLICABLE.
3.ALL REQUIRED IMPROVEMENTS SHALL COMPLY WITH THE
STANDARDS ESTABLISHED BY THE CITY OF HAVELOCK CODE
OF ORDINANCES.
4. PROPOSED BUILDING SIZE: VARIES PER LOT
5.TOTAL NUMBER PARKING SPACES REQUIRED= TO BE DETERMINED
TOTAL NUMBER PARKING SPACES PROVIDED= TO BE DETERMINED
TOTAL NUMBER OF HANDICAP SPACES= TO BE DETERMINED
6. PORTIONS OF THE PROJECT ARE LOCATED WITHIN SPECIAL FLOOD
HAZARD AREAS, ACCORDING TO THE FEMA FLOOD INSURANCE RATE
MAP PANEL 3720642200J, EFFECTIVE DATE JULY 2, 2004.
7.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.
8.SECTION 404 WETLANDS ARE PRESENT ON THE PROJECT SITE AS INDICATED.
9.NEUSE RIPARIAN BUFFER AREAS REGULATED UNDER 15A NCAC 02B
EXIST ON THE PROJECT SITE AS INDICATED.
10. NO STRUCTURES SHALL BE BUILT OUTSIDE OF THE BUILDING SETBACKS
SHOWN WITH THE EXCEPTION OF FENCES, DRIVES, OR WALKWAYS.
11.ALL DRAINAGE AND UTILITY EASEMENTS CARRY THE RIGHT -OF -ACCESS
BY THE CITY OF HAVELOCK FOR THE MAINTENANCE AND REPAIR OF
DRAINAGE AND UTILITY STRUCTURES.
I (WE) HEREBY CERTIFY THAT I AM (WE ARE) THE OWNER(S) OF THE PROPERTY SHOWN AND
DESCRIBED HEREON AND THAT I (WE) HEREBY APPROVE THIS DEVELOPMENT PLAN. I (WE) FURTHER
CERTIFY THAT ALL EXTERIOR IMPROVEMENTS, INCLUDING BUT NOT LIMITED TO PAVING AND
LANDSCAPING, AS SHOWN ON THE SITE PLAN WILL BE MAINTAINED IN ACCORDANCE WITH THIS PLAN
AND THE CITY HAVELOCK CODE OF ORDINANCES.
TOURtST CENTER DRtVE
HAVE LO CK,
CORPORATION
ORTH CAROUIA
1
O\ /
�I
SITE
I l A
VICINITY MAP NOT TO SCALE
GENERAL NOTES:
1. THE CONTRACTOR SHALL Bf RESPONSIBLE FOR LOCATING ALL
EXISTING UTILITIES PRIOR T) STARTING WORK.
2. THE CONTRACTOR SHALL C(DRDINATE ELECTRICAL, WATER AND SEWER
CONNECTIONS WITH THE CIT' OF HAVELOCK.
PROJEC-1 ENG VEER
AVOE S I-NG
NEER
NG, P.A.
5405 M(RTON
ROAD
NEW BE --
N,
NC
28561
PHONE:
(252)
633— -
FAX: (252)
633-6507
SHEET INDEX:
NO. TITLE
CS COVER SHEET
C1 EXISTING U-10ITIONS / TOPOGRAPHIC PLAT
C2 GENERAL S!' DIVISON PLAT
C3 HORIZONTA[ ROAD ALIGNMENT
C4 OVERALL".'° =R & SEWER PLAN
C5 OVERALL : !, GRADING PLAN
C5A EROSION & S'CDIMENTATION CONTROL PLAN
C6 PLAN & PROFI-E - BRANCHSIDE DR
C6A PLAN & Pi' JJ ILE - SEWER
C7 LNLARGEG VIE W- STORM WATER DETENTION POND
C8 ROAD & CPA!NAGE DETAILS
C9 WATER & SEWER SYSTEM DETAILS
L1 SITE LANDSCAPING PLAN
LEGEND
EXI `Tl rc
NEW
x38.70'
SPOT ELEVATION
+38.00'
r_
SHRUB
C
s
TREE
1
TREE TO BE REMOVED
W
WATER MAIN
W
SEWER MAIN
S-
0
DRAINAGE PIPE
D
fr
VAL VE
►�
HYDRANT
SEWER MANHOLE
(•
CLEAN OUT
CONCRETE]
SILT FENCING
—
UNDERGROUND
ELECTRIC
INLET PROTECTION
DEVICE
STORMWATER
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OWNER'S SIGNATURE(S)
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08025

A GENERAL SUBDIVISON PLAT
C2 C2 SCALE: 1"=40'
J
m
I
cy) Nilo
^�
N
M N) 00
co N
O
' "� CAROLINA EAST INV.
5 DB. 2671 PG. 242
—� PC H SL. 67—A&B
`&' NAVY FEDERAL UTURE HOME of O
CREDIT UNION ; 4 "HAMS RESTAURANT"
' DB. 2470 PG. 504 /
DB. 2470 PG. 507
Z ' LOT
BRANCHSIDE PH. 2
(�
PC H SL. 67-A&B BRANCHSIDE SUB.
' FUTURE HOME OF PHASE TWO / 25104 "NAVY FEDERAL CREDIT UNION" PC. H SL. 67 A & B N 46•24'54 W OFR=940.00 L=251.79'
2.0730 AC
/ N 53'34'26"W 19.57'
R=940.00' L=19.57'
i
EIP
N/F N 22-53,00
US POSTAL SERVICE o' R153558. 204.09
6 - 048 - 004-A 05.35'
1643/1015 I ' �� EIP
ZONED HC `
If 7
w ' O
r, 0.56 ACf
Z
N
—
O
W
' W
W O m
H
' 0.50 ACt o
ECM c;
11151 ' N
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0.50 ACf
�1141
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O
EIR ' 30' 0.50 ACt R�
1 �i 13) ' \
LLJ
z
O J
PROPOSED STORM WATER (n
\ I DRAINAGE EASEMENT
Z
N 36'51'45"W 113.81'
R=1089.00' L=113.86' EIP
62'
cvzo
N 0.50 ACt
1
O
149.36'
N 46'27 30"w 250.36'
91,
R=10891J0-"
g CHSIDE 9; Bye
60' PUBLIC R�
EIP
R=880.00'
—
353
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0.50 ACt N C°
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132.04'
269' I—
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254.28'
Ln
r>
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97.71
0
2.0 ACt
u
I
N 35`58'44'W 23r'4 l
.65'
EXISTING PAVED PARKING
Go
11-D)
N/F
CITY OF HAVELOCK
Ln 1733/650
LOT 1 -D RE -DIVISION OF
BRANCHSIDE COMMERCIAL SUBDIVISION
PC. G SL. 88 A & B
"TOURIST CENTER"
ZONED HC
0�
40 0 20 40 80
NOT FOR RECORDATION, CONVEYANCES, OR SALES SCALE: 1"-40'
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08025

DRAINAGE STRUCTURE SUMMARY
STRUCTURE
STATION
RIM
INV. IN
INV. OUT
REMARKS
DS#1
0+40
19.60
-
17.35
CURB INLET
DS#2
0+40
19.60
17.25
17.25
CURB INLET
DS#3
2+15
23.74
16.58
16.58
CURB INLET
DS 4
4+43
23.96
21.00
20.13
CURB INLET
DS#5
4+43
23.96
INV. IN=15.66 (DS#3)
INV. IN=20.00 (DS#4)
15.66
CURB INLET
DS#6
5+96
22.02
-
19.20
CURB INLET
DS#7
5+96
22.02
INV. IN=15.06 DS 5
INV. IN=19.07 DS 6
15.06
CURB INLET
DS#8
6+89
20.84
-
18.00
CURB INLET
DS#9
6+89
20.84
INV. IN=14.76 DS 7
INV. IN=17.87 DS 8
14.76
CURB INLET
DS#10
8+63
18.63
12.96
14.06
CURB INLET
DS#11
9+27
17.82
-
13.00
CURB INLET
DS#12
9+27
17 62
INV. IN=12.51 DS 10
INV. IN=12.62 DS 11
12.00
CURB INLET
DS#13
-
12.00
1 10.94
10.0
DROP INLET
0
'
a-
U ' D_
r_
WYI I
O
O
W
I I
LEGEND
-S_ SEWER LINE
NOTES:
-W- WATER LINE
RCP REINFORCED CONCRETE PIPE
1. SEE DETAILS A, B & E, SHEET
C8 FOR TYPICAL ROAD DETAILS.
- D- RCP
+27 0 PROPOSED SPOT ELEVATION (GRADE
2. SEE DETAIL C, SHEET C8 FOR
NEW PAVEMENT SECTION.
EVENLY BETWEEN SPOT ELEVATIONS)
'
3.SEE DETAIL D, SHEET CS FOR
SIDEWALK CONSTRUCTION.
4.REVEGETATE ALL DISTURBED AREAS
IN ACCORDANCE
SILT FENCE
G
WITH THE PROJECT VEGETATION
PLAN, SEE
o
cs C8 AlH VALVE &VALVE BX A
DETAIL M, SHEET C8.
'
cs cs
S EET C9 FOR
TYPICAL TRENCH SECTION
NOTES:
1. ALL LOTS SHALL BE ENGINEERED TO DISCHARGE ALL STORMWATER
RUNOFF TO THE STREET DRAINAGE SYSTEM.
2. NO LOTS SHALL EXCEED 80% BUILT -UPON AREA. REFER TO TABLE
OF BUILT -UPON AREAS FOR MAXIMUM SQUARE FOOTAGE FOR
ALLOWABLE IMPERVIOUS AREA ON EACH LOT.
3.ALL LOTS SHALL BE ENCIRCLED BY THE OWNER WITH SILT FENCING
AT THE TIME OF DEVELOPMENT.
LOT
BUILT
-UPON AREAS
N
AREA(SF)
BLDG.
PARKING
SIDEWALKS
%
IMPERVIOUS
B
23 191
S
5 000
SF
13 402
SF
150
SF
18
552
SF
80%
C
23,196
S
5,000
SF
13,407
SF
150
SF
18
557
SF
80%
F
31,406
S
7,000
SF
17,975
SF
150
SF
25
125
SF
80%
G
21 993
S
5.000
SF
12,444
SF
150
SF
17
594
SF
80%
H
21 980
SF
5.000
SF
12.434
SF
150
SF
17
584
SF
80%
1
24 541
S
5 000
SF
14 483
SF
150
SF
19
633
SF
80%
#4 BRANCHSIDE
PHASE III
90,300
S
15,000
S
56,440
SF
800
SF
72,240
SF
80%
5. SEE DETAIL HH
' FUTURE HOME OF
' "NAVY FEDERAL CREDIT UNION" I
NOTE: '
ALL IMPERVIOUS AREAS INCLUCING ROOF WATER SHALL BE DIRECTED TO THE '
FOREBAY AREA OF THE STORMWATER DETENTION POND EIP
SEQUENCE OF OPERATION:
1. SECURE PROJECT PERMITS.
2. CONDUCT PRE -CONSTRUCTION CONFERENCE.
3. INSTALL GRAVEL CONTROL ENTRANCE.
4. INSTALL SILT FENCING.
5. INSTALL STORMWATER DETENTION 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.
NOTE:
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
MAINTENANCE PLAN:
1. ALL EROSION AND SEDIMENTATION CONTROL DEVICES SHALL
BE CHECKED FOR STABILITY AND OPERATION FOLLOWING
EVERY RUNOFF -PRODUCING RAINFALL EVENT AND IN NO
CASE LESS THAN 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 NECESSARY AND MULCHED ACCORDING TO
SPECIFICATIONS IN THE VEGETATION PLAN IN ORDER TO
ESTABLISH AND MAINTAIN A VIGOROUS, DENSE VEGETATIVE
COVER.
3. ANY SEDIMENT TRACKED ONTO THE ADJACENT PUBLIC
ROAD SHALL BE REMOVED ON A DAILY BASIS.
4. SEDIMENT SHALL BE REMOVED FROM BEHIND SILT FENCING
& CHECK DAMS WHEN THE SEDIMENT ACCUMULATES TO
A DEPTH OF ONE FOOT.
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.
NOTE:
SEDIMENT SHALL BE REMOVED FROM THE STORMWATER
DETENTION POND UPON COMPLETION OF CONSTRUCTION
AND PRIOR TO FINAL PLANTING.
I
A OVERALL SITE GRADING PLAN
CS CS SCALE: 1"=40'
N/F
US POSTAL SERVICE 0'
6 - 048 - 004-A \ 1YPE • .
1643/1015 I ' ' DSC4PING SCREEN EIP -
ZONED HC
DSJ6,
' 26LF 150 A-2(
O 6k
I �S 7
0.56 ACt
DRAINAGE AREA
3189119 SF ' DSf8 STREET LIGHT
7.09 ACt y '
C = 0.74 zsLF ,5• 2000
0.5%
0.5R
h
a I 0.50 ACt f ® 0.50 ACt
Ih ,
EC c5 Q
ca
246.19
14 ,
LOT
BRANCHSIDE SUB.
PHASE TWO
PC. H SL. 67 A & B
2.0730 AC
I
DRAINAGE AREA
318,119 SF
I 7.30 ACf
C = 0.74
I
I
1IM
I
EIP
INV. IN=22.0 3+00
2�®Or
19' A-2000 23p1F 15• P
0 5.6 _
i 18• A-2 4+00
gRp,NCHSIDE 1, BIB
60, PUBLIC R/W
O DRAINAGE AREA
0.50 Act 318,119 SF
7.30 ACf
C = 0.74
rn - TEMPORARY DIVERSION
�115
_ SWALE, 3:1
1 I' cy +o -
0
0.0 __
EIR• I W ' FUTURE HOTEL SITE
I I Q STORMWATER _TO BE
i ' O 10 MANAGED SEPARATELY
0.50 ACt p
0.64 ACf TEMPORARY DIVERSIONm ti BERM
1i1a1 ' �
' 19.0
I' 72 150 A-2000 0 0.5%
\ W ' OS#11 �12
I
El 30 .50' ACf
STORMWATER DE"11014 POND
AEI LIGHT I
• i
I •
- \ 9.0 1
• g
I
EDGE by(� DS � � !•••- .._- _ _ _
STORMWATER POND-�
- - w MAINTENANCE EASEMENT
%f' I
®rikj
13 �
CAROLINA EAST INV.
DB 2671 PG. 242
PC H SL. 57-A&B
FUTURE HOME OF
"HAMS RESTAURANT"
FUTURE HOTEL SITE
STORMWATER TC BE
MANAGED SEPARATELY
O
2.0 ACt
1 TAC REVIEW I JCA 1 3
2 REVISE STORMWATER I JCA 4
3 STORMWATER/EROSION SUBMITI JCA 5
DS#1
1 15• :A-2:000
-52-
w 'w z
w cn
v
cn
cn z
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w z
CD
rr
w
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I
I
I
I
I
EXSTING PAVED PARKING 7
i
11-D1
N/F
CITY OF HAVELOCK
1733/650
LOT 1-D RE -DIVISION OF
BRANCHSIDE COMMERCIAL SUBDIVISION
PC. G SL. 88 A & B
"TOURIST CENTER"
ZONED HC 40 0 20 gp
SCALE: 1"=40'
m
m
N
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r-08025
I

DRAINAGE STRUCTURE SUMMARY
STRUCTURE
STATION
RIM
INV. IN
INV. OUT
REMARKS
DS#i
0+40
19.60
-
17.35
CURB INLET
DS#2
0+40
19.60
17.25
17.25
CURB INLET
DS#3
2+15
23.74
16.58
16.58
CURB INLET
DS
4
4+43
23.96
21.00
20.13
CURB INLET
DS#5
4+43
23.96
INV. IN=15.66 (DS#3)
INV. IN=20.00 (DS#4)
15.66
CURB INLET
DS#6
5+96
22.02
-
19.20
CURB INLET
DS#7
5+96
22.02
INV. IN=15.06 DS 5
INV. IN=19.07 DS 6
15.06
CURB INLET
DS#8
6+89
20.84
-
18.00
CURB INLET
DS#9
6+89
20.84
INV. IN=14.76 DS 7
INV. I1\1=17.87 DS 8
14.76
CURB INLET
DS#10
8+63
18.63
12.96
14.06
CURB INLET
DS#ll
9+27
17.82
1-
13.00
CURB INLET
LS#
9+27
17.62
INV. IN=12.51 DS 10
INV. IN=12.62 DS 11
12.00
CURB INLET
-
12.00
10.94
10.0
DROP INLET
a_ If ____ - -
�W
W
m'O
L�
LQ
I
LEGEND
-S- SEWER LINE
NOTES:
-W- WATER LINE
RCP REINFORCED CONCRETE PIPE
1. SEE DETAILS A, B & E, SHEET
C8 FOR TYPICAL ROAD DETAILS.
- D- RCP
+27 0 PROPOSED SPOT ELEVATION (GRADE
2. SEE DETAIL C, SHEET C8 FOR
NEW PAVEMENT SECTION.
EVENLY BETWEEN SPOT ELEVATIONS)
'
3. SEE DETAIL D, SHEET C8 FOR
SIDEWALK CONSTRUCTION.
4.REVEGETATE ALL DISTURBED AREAS IN ACCORDANCE
SILT FENCE
c
WITH THE PROJECT VEGETATION
PLAN, SEE
'
VALVE & VALVE BOX
c cs H CSa�
DETAIL M, SHEET C8.
5 SEE DETAIL H SHEET C9 FOR
TYPICAL TRENCH SECTION
LP $UIL7-UPON
AR
-, 1011
`
LOT DESIGNATION
AREA(SF)
BLDG.
PARKING
SIDEWALKS
TOTAL
IMPERVIOUS
%
IMPERVIOUS
B
23,191
SF
5,000
SF
13,402
SF
150
SF
18,552
SF
80%
C
23 196
SF
5 000
SF
13 407
SF
150
SF
18 557
SF
80%
F
31 406
SF
7 000
SF
17 975
SF
150
SF
25,125
SF
80%
G
21 993
SF
5 000
SF
12.444
SF
150
SF
17,594
SF
80%
H
21 980
SF
5,000
SF
12,434
SF
150
SF
17,584
SF
80%
1
24,541
SF
5,000
SF
14,483
SF
150
SF
19,633
SF
80%
#4 BRANCHSIDE
PHASE III
90,300
SF
15,000
SF
56,440
SF
800
SF
72,240
SF
80%
TOTAL
147,000
S
140 585
SF_
1700 SF
189,285 SF
80%
® OUTLET PROTECTION H
PERMANENT 2" BLOWOFF
C CB
O• C5 C9
yr
FIRE HYDRANT
D 4" SEWER SERVICE r F
1�5
��
•�j
C C9
-
I
I
I
LIMITS OF DISTURBANCE
(7.3 AC)
I
I
I
I
3;
CAROLINA EAST INV.
C5 C9 DB. 2671 PG. 242
1" WATER SERVICE C I NAVY FEDERAL I I F H SL. 67-A&B
SEDIMENT TRAP L o III -FUTURE HOME OF
DROP INLET C C8 C C8 C C9 , THRUST BLOCK C EC9 PRECAST MANHOLE ' CC9 ' CREDIT UNION i 4 'HAMS RESTAURANT"
' DB. 2470 PG. 504
DEL 2470 PG. 507 \ -
' BRANCHSIDE PH. 2
o_ ' PC H SL. 67-A&B
LOT
I BRANCHSIDE SUB.
FUTURE HOME OF
I PHASE TWO
"NAVY FEDERAL CREDIT UNION"
PC. H SL. 67 A & B
I
'
2.0730 AC
I
I:
r
'
I ,
ALL IMPERVIOUS AREAS
INCLUCING ROOF WATER SHALL
BE DIRECTED TO THE
I I N /
I � I N
FOREBAY AREA OF THE
STORMWATER DETENTION POND
EIP
El z+p0
N/F
US
POSTAL SERVICE ( D'
I INV. IN=22.0
_ _
6 16403/101 004-A 1 \ �' nPE ID' �AAIDS_CAP1 EIP
_ _
EIP 18" A-2000�5' A 2�
'
N �,
0 5.6% /
,
SEQUENCE OF OPERATION:
1. SECURE PROJECT PERMITS.
2. CONDUCT PRE -CONSTRUCTION CONFERENCE.
3. INSTALL GRAVEL CONTROL ENTRANCE.
4. INSTALL SILT FENCING.
5. INSTALL STORMWATER DETENTION 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.
NOTE:
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
MAINTENANCE PLAN:
1. ALL EROSION AND SEDIMENTATION CONTROL DEVICES SHALL
BE CHECKED FOR STABILITY AND OPERATION FOLLOWING
EVERY RUNOFF -PRODUCING RAINFALL EVENT AND IN NO
CASE LESS THAN 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 NECESSARY AND MULCHED ACCORDING TO
SPECIFICATIONS IN THE VEGETATION PLAN IN ORDER TO
ESTABLISH AND MAINTAIN A VIGOROUS, DENSE VEGETATIVE
COVER.
3. ANY SEDIMENT TRACKED ONTO THE ADJACENT PUBLIC
ROAD SHALL BE REMOVED ON A DAILY BASIS.
4. SEDIMENT SHALL BE REMOVED FROM BEHIND SILT FENCING
& CHECK DAMS WHEN THE SEDIMENT ACCUMULATES TO
A DEPTH OF ONE FOOT.
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.
NOTE:
SEDIMENT SHALL BE REMOVED FROM THE STORMWATER
DETENTION POND UPON COMPLETION OF CONSTRUCTION
AND PRIOR TO FINAL PLANTING.
A OVERALL SEDIMENTATION & EROSION CONTROL
C5A C SCALE: 1 "=40'
ZONED HC DS#4
/
,
1 DS#6 5+00 18' A-2 5
26LF 15' A-2
� �.� ON
' _ Or 4X DS#5 i
O6k IDS 7 150LF IS* 0, EET LIG
1 ' ' 0.56 ACt CHSIDE DR
1 60 BBuc RAW 29 g/B
LIMITS OF DISTURBANCE '
(7.3 AC) /W - DS#8 STREET EIGHT� FUTURE HOTEL '4ITE
' ' I STORMWATER TO BE
/N 26LF 15' 2000 o MANAGED SEPARATELY
1 0.5X I
I A
Z
W I 2.0 ACt
B _ I
LIMITS L S OF DISTURBANCE
1� t o O 0.50 Act r (7.3 AC)
0.50ACt ® 0.50 ACf
ECM �� h J
1 Y p
Ll
L7 15
EIR � ' W r FUTURE HOTEL SITE
1 I L----
If BE
DS 10 MANAGED SEPARATELY - - - - - -
r 0.50 ACtCD
D\
:D' c� ' ��` TEMPORARY DIVERSION
ital m 0.64 ACf BERM
1 ' 72 15' A-2000 0 0.5%
1 TAC REVIEW JCA 3/25/08
2 REVISE STORMWATER JCA 4/24/08
3 STORMWATER/EROSION SUBMIT'' JCA 5/20/08
E DATE
.- - DS#1
-F 1515' A-2000
- DS#2
F GRAVEL CONTROL ENTRANCE
C5 C8
lw. s
I
I
I
I
I
I
I
I
I
I
I
- _
S
�m O
Ld
\ 1 DS#11, DS#12 ( ^� fin' S�
I � � � IEXISTNG PAVED PARKING
I
EIR 30 .50' ACf / \
L - _D)
STREET LIGHT N/F ff
1
_ - 11 a CITY OF HAVELOCK
1
13. 1 1733/650
LOT 1 -D RE -DIVISION OF 90 s BRANCHSIDE COMMERCIAL SUBDIVISION
PC. G SL. 88 A & B
"TOURIST CENTER"
EDGE W06DS _ ��-- -_ $ 68 ZONED HC 40 0 20 4 80
SCALE: i"=40'
- / STORMWATER POND -
I w MAINTENANCE EASEMENT,
I-
03 Q
P1• N Ln
FBI (D
�z I
0 co
Ln
N w S
w O x
W Z Q
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Zco
l---1 C W c0
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0
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//�� CD
co N
0 � N
U x O w O Z
m O
o m
a
O
W
�
a�
Z
I
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o
a
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0
W
CID
E
W
O
04
O
OE--
W
W
J
�4
w
O
5A
08025

O
0.50 ACf
i
I
SOAPING SCREEN � ®0.91
MH 2 gOLF 84��
w Q sl
oft
J
N �
f�
00
o
N
o �
00
M 5S
0
/DSl 10
L
Y
p 1
m
tF 15' A-2 ®0.5X
DSf12
`2' END-OF-LI
BLOWOFF - I 1
lI 11
1 LLLI
'
_ +6 i
6'x2' REDUCER
O
0.50 ACt
-NEW 2' PVC
WATER MAIN
-60LF 8' DI SS a o
0 0,45%
220LF 8' PVf,W
F
SS00.45
v=iC-3
� p
W
2' END -OF -LINE
BLOWOFF
hUIUKt hunt uh
"HAMS RESTAURANT"
4 i
LOT
BRANCHSIDE SUB.
PHASE TWO
PC. H SL. 67 A & B
2.0730 AC
c
EIP EIP 2+04
DS#3
INV. IN=22.0 3}p0 ® 0 4%
18' A-20DO
O MHj1 0 5.6 DS 4 _
5+00 1.5x }+00
+- �I
4% DSj5
18'A-2wo®0.
gRp,NCHSIDE DR,
60' PUBLIC R/W 29 g/B
O
0.50 ACf
A PLAN - BRANCHSIDE DR
C6 C6 SCALE: 1 "=40'
J I
I
I
I
EIP
I
a I
DSj1 I
I
F 15' A-2000
�. T!
m
CD
z
W
J
u
I
C/L INT. TOURIST CENTER DRIVE
'x 6' TAPPING SADDLE
ALVE
'HFUj BLOCK
O >m
� N
� I
z�
w
U �
Nm
a_
C> c
1 TAC REVIEW
2 REVISE STORMWATER
3 STORMWATER/EROSION SUBM
NO. DESCRIPTION
)CA
3/25/(
JCA
4/24/(
JCA
5/20/(
RY
DATE
DRAINAGE
STRUCTURE
SUMMARY
STRUCTURE
STATION
RIM
INV. IN
INV. OUT
REMARKS
DS#1
0+40
19.60
-
17.35
CURB
INLET
DS#2
0+40
19.60
17.25
17.25
CURB
INLET
DS#3
2+15
23.74
16.58
16.58
CURB
INLET
DS 4
4+43
23.96
21.00
20.13
CURB
INLET
DS#5
4+43
23.96
INV.
INV.
IN=15.66
IN=20.00
(DS#3)
(DS#4)
15.66
CURB
INLET
DS#6
5+96
22.02
-
19.20
CURB
INLET
DS#7
5+96
22.02
INV.
INV.
IN=15.06
IN=19.07
DS 5
DS 6
15.06
CURB
INLET
DS#8
6+89
20.84
-
18.00
CURB
INLET
DS#9
6+89
20.84
INV.
INV.
IN-14.76
IN=17.87
DS 7
DS 8
14.76
CURB
INLET
DS#10
8+63
18.63
12.96
14.06
CURB
INLET
DS#11
9+27
17.82
-
13.00
CURB
INLET
DS#12
9+27
17.62
INV.
INV.
IN=12.51
IN=1262
DS 10
DS 11
12.00
CURB
INLET
DS#13
-
12.00
10.94
10.0
DROP
INLET
LEGEND
-S- SEWER LINE
NOTES:
-W- WATER LINE
RCP REINFORCED CONCRETE PIPE
1. SEE
DETAILS A, B &
E, SHEET
C8 FOR TYPICAL ROAD DETAILS.
-D- RCP
+27 0 PROPOSED SPOT ELEVATION (GRADE
2. SEE
DETAIL C, SHEET
C8 FOR
NEW PAVEMENT SECTION.
EVENLY BETWEEN SPOT ELEVATIONS)
3. SEE
DETAIL D, SHEET
C8 FOR
SIDEWALK CONSTRUCTION.
SILT FENCE
G
SEDIMENT TRAP L o
�o
cs
C8
DROP INLET c6
ca cs
c8
4. REVEGETATE ALL DISTURBED AREAS IN ACCORDANCE
WITH
THE PROJECT VEGETATION
PLAN, SEE
OUTLET PROTECTION
H
VALVE & VALVE BOX A
DETAIL M, SHEET C8.
cs
cv
5. SEE
DETAIL H, SHEET
C9 FOR
TYPICAL TRENCH SECTION.
cs
c8
® SCOUR HOLE
O PERMANENT 2` BLOWOFF C6 C9
*
FIRE HYDRANT
F 1" SEWER SERVICE
Chi
C$
C6
C9
C6E
C9
CHECK DAM
1" WATER SERVICE CSCC9
►
THRUST BLOCK
E
PRECAST MANHOLE G
O
®
C6 CB
C6 C9
C6 C9
MANHOLE SUMMARY TABLE
MANHOLE
RIM
INV. IN
INV. OUT
REMARKS
MH#1
24.5
-
18.0
MH#2
23.5
18.60
18.57
MH#3
23.5
18.25
18.22
MH#4
18.3
-
13.5
MH#5
19.5
17.46 N
13.01 S
12.98
MH#6
22.0
9.16
9.13
MH#7
220
8.85
8.82
EXISTING MH
18.47
1 8.83 (NEW)
5.43 (EXIST.)
EXISTING SSMH
20D
VC
HIGH POINT ELEV
= 25.17
,A
$ o
a
rn
o
06
HIGH POINT STA
= 3+30.34
:2
eM 11 S
j
N S
PVI STA
PVI ELEV
= 3+00
= 26.00
210
we �' z o
N N
,,,� a-
z O
u
o
,.�
A.D. _
-3.65
=E'L-
+
a
K =
54.83
30
oo
30
26
-
28
EXISTING ,GRADE
-
26
26
24
--
-
EXISTING GRADE
'
\ / �
\ \
24
- 11-
--
-
-
--- __
-----
FINISH GRADE
-
��----
__
27%
-
2.38<
\
22
26LF 15' A-2
-
FINISH
GRADE
�1
-- -
20
20
26LF 15' A-2000
NEW 6' PVC
-
/
--0.5X
_ _ -
--
WATER MAIN -
-
2
LF 15' A-2000
'
6 x2
REDUCER
lX --
- --
-
-
0 0.5%
18
18
/ �.
NEW 2
-� __
_
----
0.915
NEW 6' PVC
-
- WATER
MAIN
11LF-
PVC
WATER MKN
i
fl
_ _ -
16
16
EX
WA
]NO 8'
ER MAIN
14
14
11
8 PVC SS ®0.45
_
12
-
-
-
-
12
8
_ -
_
18
6
- -
-:
6
4
- -
- - __
- -
-
2
- -
-
-- -
-
-
I
2
-
DATUM ELEV
0.00
t0
OJ
NIn
O N
N
N N
N
N N
N
N N
N N
N N
N N
In
N N
N
N N
P
N
9+00
8+00
7+00
6+00
5+00 4+00 3+00 2+00 1+00 0+00
ISTA. 9+54.70 BRANCHSIDE DR
STA. 0+00 BRANCHSIDE DR
C/L CUL-DE-SAC
C/L MH J5
C/L MH 3
C/L MH2
C/L INT. TOURIST CENTER DRIVE
C/L MH i1
C/L MH J4
STA 9+37.46
STA. 8+27.46
STA. 6+70.29
STA. 6+06.40
STA. 5+23.89
40 0 20 40 80
B PROFILE - BRANCHSIDE DR
SCALE: i "=40'
C6 C6 HORIZONTAL: 1 "=40'
VERTICAL: 1 "=4'
„�,
,t
00 o
N ,n
Q0
�z I
IC -I +7� CJ N
wc)
=
- o
6 O X
z Q
W
(D H _
z
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r-� co
o w o
Ua m o
w�
W LLJ z CD
co v
l/1 Ln N
h� Ux ii
0 m O
O �
W
Q
�
Q
I
�
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H
Ex
�:D
Q
CD�
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Q
C;6
O
�
�
a
08025

■�
SEE SHEET C6
FOR CONTINUATION
0
tq
oy o
67
C
GOLF 8' DI SS ® 0.45%
m MH16
m M 5 S 28OLF 8' PVC SS 0 0.45% B
N �B.
�u 1 ar NEW 2' PVC�65
\ o WATER MAIN
Z c� ON O
mm ' DS110
a a 0.64 ACt
SEE SHEET C6
FOR CONTINUATION
B PROFILE - SEWER
C6 C6 HORIZONTAL: 1 "=40'
VERTICAL: 1 "=4'
A PLAN - SEWER
C6 C6 SCALE: 1"=40'
MHJ7 11OLF 8' PVC. SS 0 0.45%
EXISTING SSMH
RIM=18.47'
INV = 5.43'
OOM NME
Lo II 0
o+ZZs n us n �us z
is NZ� 11. NZQ
c�
z
[=n
1j�
�0
°oils
24
-
-
_
24
EXISTING GRADE
22
-
- --
-
22
�------------------
-
-
20
_
20
18
-
-18
NEW F-PVC
-
- -
WATER MAIN
16
175LF 18'
-
16
2000 0 0:5R
-
14
14
12
1
12
10
-
-
- -
10
P
ZOVIDE DROP
g
M
NHOLE
8
6
-
- -- - -
. - - -
-- - ---
_ _
- -
- - -
- -
-
6
DATUM ELEV
4 II
0+00
C/L MH 15
STA. 0+00
1+00
2+00
C/L MH ♦6
STA. 2+80
3+00
C/L MH ;f7
STA. 3+42
4+00
IXISi1NG SSMH
STA. 4+49.75
I TAC REVIEW JCA 3/25/08
2 STORMWATER/EROSION SUBMIT JCA 5/20/08
NO.1 DESCRIPTION I RY I DATE
DRAINAGE
STRUCTURE
SUMMARY
STRUCTURE
STATION
RIM
INV. IN
INV. OUT
REMARKS
DS#1
0+40
19.60
-
17.35
CURB
INLET
DS#2
0+40
19.60
17.25
17.25
CURB
INLET
DS#3
2+15
23.74
16.58
16.58
CURB
INLET
DS 4
4+43
23.96
21.00
20.13
CURB
INLET
DS#5
4+43
23.96
INV.
INV.
IN=15.66
IN=20.00
(DS#3)
(DS#4)
15.66
CURB
INLET
DS#6
5+96
22.02
-
19.20
CURB
INLET
DS#7
5+96
22.02
INV.
INV.
IN=15.
IN-19.07
06
DS 5
DS 6
15.06
CURB
INLET
DS#8
6+89
20.84
-
18.00
CURB
INLET
DS#9
6+89
20.84
INV.
INV.
IN=14.76
IN=17.87
DS 7
DS 8
14.76
CURB
INLET
DS#10
8+63
18.63
12.96
14.06
CURB
INLET
DS#ll
9+27
17.82
-
13.00
CURB
INLET
DS#12
9+27
17.62
INV.N=12.51
INV.
IN=12.62
DS 10
DS 11
12.00
CURB
INLET
DS#13
1 12.00
10.94
1
10.0
DROP
INLET
MANHOLE SUMMARY TABLE
MANHOLE
RIM
INV. IN
INV. OUT
REMARKS
MH#1
24.5
-
18.0
MH#2
23.5
18.60
18.57
MH#3
23.5
18.25
18.22
MH#4
18.3
-
13.5
MH#5
19.5
T4-6 N
13.01 S
12.98
MH#6
22.0
9.16
9.13
MH#7
22.0
8.85
8.82
EXISTING MH
18.47
8.83 (NEW)
5.43 (EXIST.)
EXISTING SSMH
LEGEND
-S- SEWER LINE
NOTES:
-W- WATER LINE
RCP REINFORCED CONCRETE PIPE
1. SEE DETAILS A, B &
E, SHEET
C8 FOR TYPICAL ROAD DETAILS.
-D- RCP
+270 PROPOSED SPOT ELEVATION (GRADE
EVENLY BETWEEN SPOT ELEVATIONS)
2. SEE DETAIL C, SHEET
C8 FOR
NEW PAVEMENT SECTION.
SILT FENCE c
SEDIMENT TRAP L O
3. SEE )ETAIL D, SHEET
C8 FOR
SIDEWALK CONSTRUCTION.
c
ce
S DROP INLET c
cs C
Ca
4. REVE)ETATE ALL DISTURBED
AREAS
IN ACCORDANCE
WITH THE PROJECT VEGETATION
PLAN, SEE
OUTLET PROTECTION H
H VALVE & VALVE BOX A
DETAI, M, SHEET C8.
cs
ca
C
C9
5. SEE DETAIL H, SHEET
C9 FOR
TYPICAL TRENCH SECTION.
® SCOUR HOLE I
O PERMANENT 2" BLOWOFF B
FIRE HYDRANT
D
�- 1" SEWER SERVICE F
C6
CB
C
C9
C
Cg
C
C9
® CHECK DAM
��
♦- 1" WATER SERVICE C CC9
, -nRUST BLOCK
EC9
O PRECAST MANHOLE
cce
C
C
C
40 0 20 40 80
SCALE: 1 "=40'
C
W
I
i
Q
C�
Z
E-
-�
W
O
E_
W
�
�:Do
�
E-
w
x
�
C%
U

i
DSf11 VNEW
+54.70 BR{
UL-DE-SAC
' PVC
MAIN
/ FOREBAY
2' END -OF -LINE
\ BLOWOFF '
010
TEMPORARY DIVERSION
BERM
1 DETENTION POND OUTLET STRUCTURE
C7 C7
STORMWATER DST` NTION POND
11 -
1 \ 13.0 � � 12 -
`�
- - --- - t-I kjn - -
EDGE W
STORMW k+15OND
I MAINTENANCE EASEMENT
1
20 0 10 20 40 �
W
' Z = SOIL BORING LOCATION SCALE. I"=20'
C7 C7 SCALE: 1"=20'
SOLID PRECAST CONCRETE BOX
BY OLD CASTLE - NC PRODUCTS\
60"X60" OUTSIDE X 72" HIGH
#5 ALUMINUM BAR GRATING
4" O.C.
4" PVC OUTLET DEVICE
lmmmmmmmmml
i■■■■■■■■■1
----------
' I
TfAi SCREEN-#5 ALUMINUM BAR
0 4" O.C. EACH WAY WELDED TO
FRAME AND ATTACHED TO
OVERFLOW WEIR OPENING
TOP OF STRUCTURE =9.83'
4" SCREW TYPE PLUC_,�, 6
PLAN
STRAPS 24" O.C. ANCHORED
IN CONCRETE 12" MIN,
CORED OPENING FOR (TYPICAL OF 4)
18" A-2000 S GROUTED
I
- - - - - - - - - - J
45 LF 18" A-2000 PIPE
3" WIDE x 1/4" THICK METAL �45 LF 18" A-2000 PIPE
STRAPS 24" O.C. ANCHORED
IN CONCRETE 12" MIN.
(TYPICAL OF 8)
I~-3.0' WEIR--�
l'
4' CLEAR INSIDE
INV 011=6.9
4" PVC STUBBED INTO BOX
I` PIPE' 7 r ELEV=6.9 ,
a es ° e° Q ° G• a
4" PVC CAP WITH'�`w#�1? T;= 6.0 ° ° a °
LCOPICREfE FIa2
Li °
4" WIDE x 12" THICK CONCRETE
i/ ANCHORAGE FOR PIPE
TOP OF FOOTING = 4.0
BOTTOM OF STRUCTURE = 3.75
BOTTOM OF CONCRETE = 3.0
7X7
SECTION
1 DETENTION POND OUTLET STRUCTURE
C7 C7 NOT TO SCALE
PERMANENT POOL ELEVATION = 7'0', AREA = 17,009 SF
TEMPORARY POOL ELEVATION = 7.93'
(1-INCH STORM LEVEL)
SAFETY LEDGE--\ ,-ELEVATl0N=7.0'
10 5' 5' 12 FOREBAY
2 STORMWATER DETENTION POND CROSS-SECTION
C7 C7 NOT TO SCALE
TOP OF WALL = 12.0
ALLAN BLOCK
UNIT ----
FINISHED GRADE
BOTTOM = 8.0
EMBEDMENT DEPTH 7 / � /�777
5'
ELEVATION=6.0' - -
z 1 1L
2
12a4
° RETAINED SOIL
d d
o-.
° WELL -GRADED GRANULAR WALL
ROCK 0.25 in to 1.5 in
° (5 mm to 38 mm)
LESS THAN 10% FINES
,J
3 AINNG.WALL AT DETENTION POND
C7 C7 NOT TO SCALE NOTE: BASE ELEVATION SHALL BE ABOVE ELEVATION 7.93'
1 ,18.5
11� _
�i 1 1
1 1'
_J Mhi, i 1 1
I s `
i SCOUR HOLE 4
�4
-� INV OUT=6. C7 C7
\` 6.6 1
.6
0
1 TAC REVIEW JCA 3/25/(
2 STORMWATER/EROSION SUBMIT JCA 5/20/(
NO. DESCRIPTION BY DATE
Revisions
NOTE:
AID IMPERVIOUS AREASINCLUCING ROOF WATER SHALL
Illf DIRECTED TO THE FOREBAY AREA OF THE STORMWATER
DETENTION ,,POND
POND STAGE/STORAGE RELATIONSHIP
STAGE
ELEVATION
AREA SF
p VOL CF
TOTAL VOLUME ABOVE
PERMANENT POOL
0 FT
7.0 FT
17,009
0
0
0.5 FT
7.5 FT
20,069
9270
9270
1.0 FT
8.0 FT
21,025
10,274
19544
2.0 FT
9.0 FT
22,988
22,007
41,551
STORMWATER DETENTION POND TABLE
FOREBAY ONLY
CONTOUR
AREA SF
p VOL(LF
CUMM. VOL.
-0.5
831 SF
0
0
0.0
953 SF
446
446
1.0
1221 SF
1087
1533
2.0
1521 SF
1371
2904
3.0
1851 SF
1686
4590
4.0
12214 SF
2033
6623
5.0
2608 SF
2411
9034
5.0
3033 SF
2821
11,855
5.5
3325 SF
1590
13,445
7.0
4196 SF
1880 1
15,325
POND ONLY
CONTOUR
AREA SF
p VOL CF
CUMM. VOL,
-0.5
5140 SF
0
0
0.0
5488 SF
2657
2657
1.0
5208 SF
5848
8505
2.0
5960 SF
6584 1
15,089
3.0
7744 SF
7352 1
22,441
4.0
8560 SF
8152
30,593
5.0
9408 SF
8984
39,577
6.0
10,288 SF
9848
49,425
6.5
10,806 SF
5274
54,699
7.0
12,814 SF
5905
60,604
PERIMETER SHELF PLANTING LIST II'
SCIENTIFIC NAME
COMMON NAME
SIZE
IRIS VIRGINICA
BLUE FLAG IRIS
LARGE PLUG
PELTANDRA VIRGINICA
ARROW ARUM
LARGE PLUG
SAGI FFARIA LANCIFOLIA
BULLTONGUE
LARGE PLUG
SAGITTARIA LATIFOLIA
DUCK POTATO
LARGE PLUG
SPARGANIUM AMERICANUM
BUR-REOD
LARGE PLUG
ZIZANIOPSIS MILIACEA
WATER MILLET
�ARGE PLUG
PROVIDE A MINIMUM OF 3 OF THE ABOVE LISTED SPECIES IN EQUAL NUMBERS.
INSTALL PLANTS AT 48' OC IN ALL DIRECTIONS. DISTRIBUTE ]SPECIES EVENLY.
REFERENCE: COASTAL PLAIN CONSERVATION NURSERY,'INC.
3067 COMMERCE DRIVE
EDENTON, NC 27932
[phone]
AREA TO BE VEGETATED WITH
CENTIPEDE SQD.
PIiOMIDE RA W'S SPECIFIED AROUND
a" PE(t a (la FOOT
ELEVATION=7.0' 2. a
SAFELY
TEMPORARY POOL. = 7.93'� ELEVATION=6.5'
ELEVATION =7.0'VV - ------
n RnTTnu FI FVATION= -1 S'
A
FLOW
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18" INLET PIPE-
'Io
18" VLET PIPET
13'
5'
PLAN
- 11
1' THICK. NCDOT CLASS II
RIP RAP UNDERLAIN WITH FILTER
FABRIC SECTION
4 SCOUR HOLE
C7 C7 NOT TO SCALE
T''
1
S' 1
5'
ELEVATION=7.93'
' THICK, NCDOT CLASS II
RIP RAP UNDERLAIN WITH' FILTER
FABRIC A
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R/W
60'
RIGHT OF WAY
29' BACK CURB TO BACK CURB
24' 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
COMPACTED SUBGRADE
3" NCDOT CURB & GUTTER -DETAIL E, THIS SHEET
ROAD SECTION
(;f),4TYPI`CTAoL
OT'SCALE-
Q-
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NOT TO SCALE
CUL-DE-SAC
50'
37' -
SLOPE 1 4":1'
SECTION A -A
NOT TO SCALE 30" NCDOT CUR & GUTTE
DETAIL E, THIS SHEET
BULDEWE
SAC @ LOCAL ROAD
C3 C8 T TO SCALE
1-1/2" SF 9.5A ASPHALT SURFACE COURSE
-TACK COAT
r 2" TYPE H BINDER
8" ABC BASE
III —III
COMPACTED SUBGRADE
C NEW PAVEMENT SECTION
C3 C8 NOT TO SCALE
4' 3' 2.5' ASPHALT
SIDEWALK MEDIAN CURB/GUTTER PAVEME�
SLOPE TOWARD C/G
1 4":1'
2 •• 4„
6x6 WWF 10/10
D SIDEWALK
C3 C8 NOT TO SCALE
R/W
R/W
30"
1'-11"
2" RADIUS
I t
I PAVEMENT
Fl
CONCRETE 7 1 /2"
CURB & GUTTER ,
NOTES:
1. CONTRACTION JOINTS SHALL BE PLACED 10'-0" O.C. TO A MINIMUM
DEPTH OF 1-1/2".
2. CONTRACTION JOINTS SHALL BE FILLED COMPLETELY WITH A JOINT FILLER
SUITABLE FOR THE APPLICATION.
3. EXPANSION JOINTS SHALL BE PLACED 80' O.C. AND ADJACENT TO ALL
FIXED OBJECTS (WALLS, WALKS, ETC.)
4. PROVIDE AT ELEVATIONS SHOWN. SLOPE CURB & GUTTER EVENLY BETWEP4
SPOT ELEVATIONS.
E CURB AND GUTTER
C5 C8 NOT TO SCALE
�- 20'-�
o ° o ° 0 6" LAYER OF COARSE AGGREGATE
OVER 12" LAYER OF STONE BASE
00000 COARSE
O O O
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EDGE OF EXISTING
ROADWAY PAVEMENT
D�N
RAVEL CONTROL ENTRANCE
OT TO SCALE
SELF ANCHORING
METAL POST @ 6' O.C. MAX
12 GUAGE 6 X 6 WIRE MESH
3' FILTER FABRIC
8 FLOW
3'
G SILT FENCE
C5 CNOT TO SCALE
000 000$(
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PLAN
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SECTION A -A
A
B
C
D
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MAX. RIP RAP SIZE
24"
8'
12'
12'
24"
9"
H OUTLET PROTECTION
C5 C8 NOT TO SCALE
N
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3 OR 5 AS INDICATED
VE EIATED SWALE
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12" THICK LAYER OF
#57 STONE ON UPSTREAM
END OF CHECK DAM
OOpop pg8 o000 0 oc-0
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>\�::: j/\�j\ O 0o� J 1 NOTES:
3
1. CONSTRUCT CHECK DAM OF RIP
RAP STONE PLACED IN ACCORDANCE
4' 4' WITH DETAIL.
2. SEDIMENT BEHIND THE CHECK DAM
00 SHALL BE REMOVED ONCE THE LEVEL
mRo
Oo0o Roo IS WITHIN 6" OF THE CENTERLINE
000 0o00oo0000 CREST OF THE DAM.
00� 00000000 O?000 , 3. SHOULD SCOUR DEVELOP AT THE
p0 00000d00 00�0�0�0001DOWNSTREAM END, IT SHALL BE
600p00o0 Do 0o00 o oC6 REPAIRED IMMEDIATELY.
000 00ppOp0o0 4. PROVIDE 12" MIN. FINE GRAVEL
000000000 ON UPSTREAM END OF CHECK DAM.
FLOW
DIRECTION
J CHECK DAM
C5 C8 NOT TO SCALE
2" X 2" X 3' WOOD POST
NCDOT #57 STONE
EROSION CONTROL FABRIC
ON 12 GUAGE 6x6 WIRE MESH
PLAN r 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
PNOT EDIMENTTRAP TO SCALE
J-
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1 1 TAC REVIEW JCA
NO.1 DESCRIPTION I BY I DATE
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 1-112 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 95% 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.
3' R
L VEGETATION PLAN
C5 C8 NOT TO SCALE
CL DRIVE R
�- 20 i-I
1 DRIVE
( 3'R � „ R
30 CURB &GUTTER
26 -- -�
CURB CUT
M DRIVEWAY CURB CUT
C3 C8 NOT TO SCALE
6' 1
CONCRETE JOINTS TYP. ALL 4 CORNERS
CONCRETE COLLAR -PROVIDE IN
GRASSED AREAS ONLY, OMIT
IN PAVED AREAS
PLAN
r 2 #4 CONT
CAST IRON FRAME AND I
GRATE, SEE NOTE 1.
PIPE O.D. + 12"
6' COMPACTED BASE
SECTION
GRADE
- 2' WIDE CONCRETE COLLAR
3" CONCRETE
GROUT ENTRANCE
PIPE
2"X4" KEY
#5 @ 12" O.C. E.W.
NOTES:
1. FOR VB INLETS, PROVIDE US FOUNDRY #5181-6420 INLET HOOD & GRAT
FOR YARINLETS, PROVIDE US FOUNDRY #4120 FRAME & GRATE SERIES WITH
GRATE #170 IN GRASSED AREAS.
2. CONTCTOR MAY CONSTRUCT DROP INLETS OF BRICKS OR MASONRY PER
THE SPEICATIONS.
N DROP INLET
C5 C9 NOT TO SCALE
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