SW8140305_APPROVED PLANS_20140603

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW8 Iy0305
DOC TYPE
❑ CURRENT PERMIT
APPROVED PLANS
❑ HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
20 \y o� 03
YYYYMMDD

1 O
O
5
I
6 CROSS WAT R CIRCLE (A)
11
O 50' RIGHT OF WAY 10
8 9
12
13
RCP
INV. 14.2 '
OUTLET BOX 18.70'
3' WEIR 17.55'
-
18" RCP
INV. 16.04' 27 -
I_��'
-
BOTTOM BOX 13.55'
�P
18" RCP ORFICE 15.8' - -
- - - - -
-
INV. 15.85' ti 21
- - - - - - - - - -
21
21 A3
1,
21
19 -
,14
v
dis
10
a..
U
•- 1FRCP OS
15 3
\
- 12
27
11
8 d'
PROJECT LIMITS
PROPERTY OWNER
FUNSTON LAND &
TIMBER, LLC.
30'
0'
30'
60,
SCALE I "- 30'
Regulated
Wetlands Area
10
9
�S 10
11
12
13
1A
tt
_ PO -
2, 2-1 - Regulated
21 2, Wetlands Area
PROPERTY OWNER
WETLAND FUNSTON LAND &
TIMBER, LLC.
POND CROSS SECTION
DETAIL
NOT TO SCALE
3:1 SLOPE
16.0
3Z:1 SLOPE
17.5 15.5
STATE STORAGE ELEVATION = 17.5 WEIR CUTS = 17.5
- -. - - --.-.-.-.-.-.-N6RMAL
WSEL= 1T0 _
15.0
15.0 15.0
15.
FOREBAY 3:1 SLOPE
16.5 14.0 3:1 SLOPE 3:1 SLOPE 14.013
3:1 SLOPE 14.0
0
MAIN POND
1
9.0
SEDIMENT g,0 12.0
12.0
10' VEGETATIVE B.
REMOVAL= 8.0 8.0
SHELF (10:1 SLOPE) 7.0
POND 7.0 9.0
SEDIMENT
9.0
FROM ELEV. 16.5-15.5
BOTTOM il.e 6.6 8.0
REMOVAL= 8.0
8.0
BOTTOM &8'
BRUNSWICK FOREST- Wet detention/retention Pond No.34 VOLUME REQUIRED, R=1(P)(Pj)(Rv)/123(A)
Additional Calculation Summary for NCDENR / DWQ SEE PAGES A.1 and A.2, 'Controlling Urban Runoff,
A Practical Manual for Planning and Designing Urban BMPS'
WATER QUALITY CONSIDERATIONS - (P)= 1.5'
(PJ>= 0,9
Impervious area calculnti ons, See Project Data Sheet (Rv)= 0.05 + 0.9(437,640/875,680) = 0.500
TOTAL IMPERVIOUS = 10.05 acres (473,840 sf) (A)= 875,660 sf
R= C(1. 5)(O. SDO/127(437, 680) = 1.256 acre-feet
TOTAL AREA DRAINING TO POND = 20. 10 acres (875,680 sf)
20. 10 ac. total - 10. 05 ac. Impervious = 10. 05 ac. green = 54,730 cf REQUIRED STORAGE
82,838 c£ PROVIDED STORAGE E ELEV.= 17.5
SA REQUIRED, 10. 05/20. 10 = 0.50, or 50% DRAWDOWNs
Average head from storage elevation to orifice -
At 4. 5' depth, 90% TSS removal, from chart - SA/➢A factor = 3.9 sf SA REQUIRED 17.5-16.0 / 3 = 0.5' 3' PVC drain to draw -down Pond,
20. 10 ac x 0.01 x 3.9 = 34,l,
`\ T=3.8 days
At Elev. = 16.0 = 48,500 sf SA PROVIDED -- Orifice aysoro Q = CA(2gh)^1 /2
NOTE: 404 WETLANDS ON SITE AS SHOWN.
SEDIMENTATION POND CONSIDERATIONS -
PEAK DISCHARGE SUMMARY-
Storage required = 20.10 X 1800 = 36,180 cf
Q(1) pre -developed = 5.54 cfs
Storage provided = 298,838 cf t
Q(10) pre -developed = 21.06 cfs
FOREBAY CALCULATION:
Q(100) pre -developed = 38.31 cfs
Q(1> post -developed = 0.24 cfs @ WSEL = 17,39
Forebay Volume = 43,200 cf
9(10) post -developed = 8.69 cfs @ WSEL = 18.41
20% Volume of Storage = 216,00D X .2 = 43,200 cf
Q(100)post-developed = 21. 68 cfs @ WSEL = 19. 63
STATE WATER QUALITY POND CONSIDERATIONS -
Surface Area required = 34,150 sf
Surface Area provided = 48,500 sf @ WSEL 16.0
Storage Volume required = 18,900 cf
Storage Volume provided = 82,838 cf @ WSEL 17.5
Storage Volume Drawdown Time = 3.6 days
BRUNSWICK FOREST - Pond 34
STAGE -STORAGE TABLES:
MAIN BODY OF POND
- BUILD -OUT CONDITION
Above WSEL
INCR. INCR.
INCR.
ELEV. AREA
VOL.
STORAGE
STORAGE
(ff) (sf) ----
(C0-------(Cf)-------(ac-ft)
16.0 48,500
-
-
-
17.0 58,100
53,300
53,300
1.22
17.5 60,050
29,538
82,838
1.90
18.0 62,000
30,025
112,863
2.59
19.0 65,800
63,900
176,763
4.06
20.0 69,900
67,850
244,613
5,62
21.0 73,900
71,900
233,675
5.36
STATE STORAGE VOLUME @ ELEV 17.5 82,838 1.90
NOTE WELL:
ALL PONDS TO BE LOCATED IN
RECORDED DRAINAGE EASEMENTS
OR DEDICATED COMMON AREAS.
COVER OVER
PIPE ® PIPE
ONLY.
SEE PLAN VIEW
Q
a
3:1 SLOPE
18.5 17 5 EXISTING GROUND
16.0
LS STONE
SOD OR �'
Z
d50=3"
(1' THICK)
REINFORCED
R
LEVEL
VEGETATIVE
SPREADER
SOIL I'D
\ I�
15.8
16.5
EXISTING
10' VEGETATIVE
WETLANDS
SHELF (10:1 SLOPE)
VEGETATION
FROM ELEV. 16.5-15.5
\11NtnnlUNl'
`d C� CARO
SEAL
L-3830
C O
AS -BUILT SUMMARY (01-11-2023)i
ITEM AS -BUILT
STATE STORAGE VOLUME
= 82,838 cf
EMBANKMENT
100-YEAR WSEL= 19.63 EMERGENCY SPILLWAY EL = 1468 1.Q..S' 3
1-YEAR WSEL= 17.39 10-YEAR WSEL= 18.41 1 - -
TOP OF BOX - 49A•
STATE STORAGE ELEVATION = 17.5 WEIR CUTS = +fr&- 17,'
NORMAL WSEL=-+SrW INVERT OUT= ifr.�
18"RCP 60 LF
1&8� 1 PIPE
AVERAGE PERMANENT
1 WIDE, ton LiLS
VEGETATED
POOL DEPTH 4.5' SB
SHELF OS
to 16.Z
See Detail
Aquatic Vegetation Zone
Aquatic ege
& Sheet 03
NCDENR-DWQ VOLUME &
SEDIMENT REMOVAL ELEVATION=
1' MINIMUM (BOTTOM EL=
I
POND BOTTOM MAY BE
OVEREXCAVATED FOR
( SSEDIMENT STORAGE
1.
All slopes permanent vegetation
Yes
2.
Normal pool surface area
47,202 sf
3.
Normal pool Surface Elevation
15,8 MSL
4.
Pond depth (deepest point)
10,0 feet
5.
Bottom elevation (deepest)
5. 8 MSL
6.
Orifice elevation
15.8 MSL
7.
Weir elevation (State storage)
17.55 MSL
S.
State storage volume
95, 203 cf
9.
10' vegetated shelf
Yes
10.
SO' access
Yes
11.
Forebay
Yes
12.
Outlet elevation
1& 04 MSL
13.
Primary Spillway elevation
18.70 MSL
14,
Emergency Spillway elevation
19.5 MSL
15.
Embankment elevation
21.0 MSL
16.
Side slopes (typical)
311 to 41 1
17.
Orifice size 4'
PVC W/ 3' HOLE
CAMwfwMA\Ief &I- 9A
1- Rock to top of pipe
0 I O both sides
w SLOPE
EMBANKMENT
0
il- -
See Narrative for
additional details
w�
2'min.
NOTE: FILTER FABRIC IS TO
BE PLACED UNDER ALL STONE
INLET AND OUTLET PROTECTION.
USE NICOLON MIRAFI 60OX
POLYPROPYLENE, OR EQUIVALENT
NOTE:SEE SHEET D3 FOR
ADDITIONAL DETAILS AND
SPECIFICATIONS.
OUTLET PROTECTION
OP NTS SIDE VIEW
AS -BUILT DATA:
STATE WATER QUALITY POND CONSIDERATIONS -
Surface Area required = 34,150 sf
Surface Area provided = 47,202 sf @ WSEL 15.8
Storage Volume required = 18,900 cf
Storage Volume provided = 95,203 cf @ WSEL 17.55
Storage Volume Drawdown Time = 2.2 days
REV. NO. REVISIONS DATE
Copyright©, Hanover Dasgn Services, P.A., All rights meserved. Reproduction or use of the contents of Ws dowmanf, of additions or deletions fo this
document m whole or part, without written consent of the Land Surveyor v Engineer, is prohiWled Only copies from the original of this document
marked will, the original signature and orginal sail of the Sumveyoror, Engineer, shall be considered to be valid arrd true copies.
r
,AQUATIC VEGETATION
AQUATIC VEGETATION ZONE:
FROM EL= 16.5 TO EL= 15.5
SUITABLE SPECIES FOR PLANTING IN
THIS ZONE ARE AS FOLLOWS:
- SAGITTARIA LATIFOLIA (COMMON ARROWHEAD)
- SAGITTARIA LANCIFOLIA (DUCK POTATO)
- SAURURUS CERNUUS (LIZAROTAIL)
- PELTANDRA VIRGINICA (ARROW ARUM)
IF ONE OR MORE OF THE SUGGESTED SPECIES
IS UNAVAILABLE, APPROPRIATE WETLANDS
VEGETATION COMMON TO THE COASTAL CAROLINA
REGION MAY BE SUBSTITUTED.
50 PLANTS PER 200 SF OR APPROX. 20 LF AT
WATERLINE TO BE PLANTED; APPROXIMATELY 3,073
PLANTS FOR POND NO. 34
FORE BAY; APPROXIMATELY 678 PLANTS
1 MAIN BODY; APPROXIMATELY 2395 PLANTS
50 PLANTS PER 200 SF OR APPROX. 20 LF AT
WATERLINE TO BE PLANTED; APPROXIMATELY 3,073
PLANTS FOR POND NO. 34
FORE BAY; APPROXIMATELY 678 PLANTS
MAIN BODY; APPROXIMATELY 2395 PLANTS
6. min. 12'min. SEE PLAN
ALL SLOPES
o
2:1 MAXIMUM
Foreboy volume
WSEL
20% of required
storage, typical
us
=16.0
II
1.0'---�
--------
OUTLET
,ao"`
4'min. REMOVE
SED.=8.0
PROTECTION
AS ON PANS
/40
Forebay
Elev. ;7m8 &6'
FOREBAY SECTION DETAIL
NOT TO SCALE
WELDED RESAR
46
GALVANIZED
■�6:DN■
3.
■BLiB�166�619.
NOT TO SCALE
161 ff I8"RC
APT
27'
0
BOOED IN
..PLACE
-
/1-in
M E B1
■ 610_
17.
6'PW MR
'
PVC MF
,:
��
F6"
-
:�Q4/iYi:�a4
0
OUTLET STRUCTURE 1 • l 34)
NOT TO SCALE
POND 34 AS -BUILT
Brunswick Forest
Phase 1 SEC. 4- Pond 34
LOCATED IN TOWN OF LELAND BRUNS WICK COUNTY, NORTH CAROLINA
CI nl0"r//,
04.•oESs%y.lG
�. a4 SEAL
43166
11111111/ 1111123
J
OWNER: FUNSTON LAND & TIMBER, LLC
1007 Evangeline Drive
Leland, NC 28451 phone:[phone]
HANOVER DESIGN SERVICES, P.A.
LAND SURVEYORS, ENGINEERS & LAND PLANNERS
1123 FLORAL PARKWAY
GTON, N.C. 2 PHONE3438 ` PHONE: (910) 002
Data:
1-2023
Scale:
Drawn:
DBB
Checked:
DSH
Project No:
8829 P1S4
Sheet No:
1
Of: 1

I O
O
5
I
6 CROSS WAT R CIRCLE (A)
O 50' RIGHT OF WAY 10
8 9
A
11
12
13
' RCP
INV. 14.2 '
OUTLET BOX 18.70'
3' WEIR 1T55'
-
18" RCP
INV. 16,04' 21 _ -
BOTTOM BOX 13.55'
� _ _ �
- _ - - - - �P 1b
18" RCP ORFICE 15.8'
_ - _
1
INV. 15.85' 21
`
14
21 t9 1,
'
\
20 10
w 7
m
'
o
u:
^
14
N4.
v
-- ITRCP p
OJ
t5 13
w
0
/�d\
.27
1,
PROJECT LIMITS
PROPERTY OWNER
FUNSTON LAND &
TIMBER, LLC.
30'
0'
30,
60'
SCALE I "- 30'
POND CROSS SECTION DETAIL
10
2/
11
6 1 77
20 _
21 2A Regulated
21 ZI Wetlands Area
Regulated WETLAND
Wetlands Area
NOT TO SCALE
17.5 16.0 15.3:1 SLOPE 3:1 SLOPE
5
STATE STORAGE ELEVATION = 17.5 WEIR CUTS = 17.5
.-.-.-.-.-.-.-.-.-.-NOTiMACWSEL=-1T.0 .----- - - ---- - - - - - - - -----
15.0 15.0 15.0 1°
16.5 14.0 3:1 SLOPE FOREBAY 3:1 SLOPE 14.0 :1 SLOPE 3:1 SLOPE 14.0
13.0 MAIN POND
9.0 SEDIMENT 9.0 12.0 12.0
REMOVAL= 8.0
10' VEGETATIVE 8.0 8.0
SHELF (10:1 SLOPE) 7.0 POND 7.0 9.0 SEDIMENT 9.0
FROM ELEV. 16.5-15.5 BOTTOM 3c8 6.6' 8.0 REMOVAL= 8.0 8.0
POND
BOTTOM 4e8- 5.8'
BRUNSWICK FOREST- Wet detention/retention pond No.34 VOLUME REQUIRED: R=l(P)(Pj)(Rv)/127(A)
ASEE PAGES A.1 and A. 2, 'Controlling Urban Runoff
Additional Calculation lnt Ion Summary for NCDENR / DWQ
A Practical Manual for Planning and Designing Urban Blips,
(P)= 1.5'
WATER QUALITY CONSIDERATIONS - (Pj)= 0 9
Impervious area calculations See Project Data Sheet (Rv)= 0.05 + 0.9(437,840/875,680) = 0.500
(A)= 875,680 sf
TOTAL IMPERVIOUS = 10.05 acres (473,840 sf)
R= [(1. 5)(0. 500/127 C437, 68W = 1.256 acre -Feet
TOTAL AREA DRAINING TO POND = 20. 10 acres (875,680 sf)
20,10 ac. total - 10.05 ac. impervious = 10.05 ac. green = 54,730 c£ REQUIRE➢ STORAGE
82,838 cf PROVIDED STORAGE @ ELEV.= 17.5
SA REQUIRED, 10. 05/20. 10 = 0. 50, or 50% DRAWDOWN,
Average head from storage elevatl on to orifice -
At 4. 5' depth, 907.. TSS removal, from chart - SA/DA factor = 3.9 17.5-16.0 / 3 = 0.5' 3' PVC drain to draw -down ponds
20. 10 ac x 0.01 x 3.9 = 34, 150 sf SA REQUIRE➢ Orifice equations Q = CA(29h)^I/2 /
\ At Elev. = 16.0 = 48,500 sf SA PROVIDED T = 3.8 days /
NOTE: 404 WETLANDS ON SITEAS SHOWN.
PEAK DISCHARGE SUMMARY -
Off) pre -developed = 5.54 cfs
Q(10) pre -developed = 21.06 cfs
Q(100) pre -developed = 38.31 cfs
Q(1) post -developed = 0.24 cfs @ WSEL = 17.39
Q(10) post -developed = 8.69 cfs @ WSEL = 1B,41
1)(100)post-developed = 21.68 cfs @ WSEL = 19.63
STATE WATER QUALITY POND CONSIDERATIONS -
Surface Area required = 34,150 sf
Surface Area provided = 48,500 sf @ WSEL 16.0
Storage Volume required = 18,900 cf
Storage Volume provided = 82,838 cf @ WSEL 17.5
Storage Volume Drawdown Time = 3.8 days
SEDIMENTATION POND CONSIDERATIONS -
Storage required = 20. 10 X 1800 = 36, 180 cf
Storage provided = 298,838 cf t
FOREBAY CALCULATION:
Forebay Volume = 43,200 cf
20% Volume of Storage = 216,000 X .2 = 43,200 cf
BRUNSWICK FOREST - Pond 34
STAGE -STORAGE TABLES:
MAIN BODY OF POND - BUILD -OUT
CONDITION
Above WSEL
INCR. ]NCR.
INCR.
ELEV. AREA
VOL.
STORAGE
STORAGE
-- ------
c-
(-------
(-)--------
-
-
--------------------------------------------
16.0 48,500
-
-
-
17.0 58,100
53,300
53,300
1.22
17.5 60,050
29,538
82,838
1.90
18.0 62,000
30,025
112,863
2.59
19.0 65,600
63,900
176,763
4.06
20.0 69,900
67,850
244,613
5.62
21.0 73,900
71,900
233,675
5.36
STATE STORAGE VOLUME @ ELEV 17.5 82,838 1.90
NOTE WELL:
ALL PONDS TO BE LOCATED IN
RECORDED DRAINAGE EASEMENTS
OR DEDICATED COMMON AREAS.
PROPERTY OWNER
FUNSTON LAND &
TIMBER, LLC.
STATE STORAGE VOLUME
= 82,838 cf
EMBANKMENT
100-YEAR WSEL- 19.63
EMERGENCY SPILLWAY EL - t93B 19.5'
3
1-YEAR WSEL- 17.39
10-YEAR WSEL= 18.41-
TOP OF BOX = 49:E
STATE STORAGE ELEVATION - 17.5 WEIR CUTS = 49ffi- '
'
18"RCP 60 LF
NORMAL WSEL=4&9•
INVERT OUT- 4&9- 16,
lab'
s,
1 PIPE
1W WIDE, 10:1
AVERAGEPERMANENT
AOOL
PDEPTH
SB SHELFATED
OS
EL= 15.5 to 16.5
Aquatic Vegetation Zone
PPOND XCA70M FORE EMBANKMENT SECTION POND No.34
SEDIMENT STORAGE
COVER
OVER
IV)
AS -BUILT SUMMARY (01-11-2023):
PIPE ®PIPE
w
ITEM
AS -BUILT
ONLY.
�z
o
SEE PLAN VIEW
1.
All slopes permanent vegetation
Yes
3:1 SLOPE
CD
2.
Normal pool surface area
47,202 sf
18,5
GROUND
17.5
L,S
O
STONE
SOD OR
(!Y~
Z
3.
4.
Normal. pool Surface Elevation
Pond depth (deepest point)
15. 8 MSL
10.0 feet
LEXISTING
16.0
d50=3"
(1' THICK)
REINFORCED °
(n
5.
Bottom elevation (deepest)
5. 8 MSL
LEVEL
VEGETATIVE
x
6.
Orifice elevation
15,13 MSL
- -
SPREADER
SOIL \
��
if
I_1
7.
8.
Weir elevation (State storage)
State storage volume
17.55 MSL
95,203 cf
9.
10'vegetated shelf
Yes
/'.
W
10,
10' access
Yes
16.5
(�;58
.�-----✓
_
11.
Forebay
Yes
12.
Outlet elevation
16.04 MSL
11
Primary Spillway elevation
18.70 MSL
EXISTING
14,
Emergency Spillway elevation
19. 5 MSL
10
VEGETATIVE
VEGETATIVE
WETLANDS
15.
Embankment elevation
21.0 MSL
SHELF
(10:SLOPE)
VEGETATION
16.
Side Slopes (typ i ca t)
3: 1 to 4: 1
FROM
ELEV. 16.5-15.5
17.
Orifice size 4'
PVC W/ 3'HOLE
`�1111un ul, lrf7
�OQ��ESSIpN9`.9 ;
SEAL
L-3830 4
1
Rock to top of pipe
O
both sides
Ld
SLOPE
Li
/ EMBANKMENT
See Narrative for
additional details
w►
Tinin.
NOTE: FILTER FABRIC IS TO
BE PLACED UNDER ALL STONE
INLET AND OUTLET PROTECTION.
USE NICOLON MtRAFI 60OX
POLYPROPYLENE, OR EQUIVALENT
NOTE:SEE SHEET D3 FOR
ADDITIONAL DETAILS AND
SPECIFICATIONS.
OUTLET PROTECTION
OP NTS SIDE VIEW
AS -BUILT DATA:
STATE WATER QUALITY POND CONSIDERATIONS -
Surface Area required = 34,150 sf
Surface Area provided = 47,202 sf @ WSEL 15.8
Storage Volume required = 18,900 cf
Storage Volume provided = 95,203 cf 2 WSEL 17.55
Storage Volume Drawdown Time = 2.2 days
REV. NO. REVISIONS DATE
CopynghtQ, Hanover Design Services, P.A., All nghts reserved. Reproduchon or use of the contents of this dwo mnt oraddoft n or deletions to this
document, in whole orpart without written consent of the Land Su"yoror Engineer, is prohibited Only copies Irom the original of This doamient
rrunred with the original signaNm arM anginal seal of the Surveyor or Engineer, shall be considered ro be valitl aril true espies.
See Detail
do Sheet D3
AQUATIC VEGETATION
AQUATIC VEGETATION ZONE:
FROM EL= 16.5 TO EL= 15.5
SUITABLE SPECIES FOR PLANTING IN
THIS ZONE ARE AS FOLLOWS:
- SAGITTARIA LATIFOLIA (COMMON ARROWHEAD)
- SAGITTARIA LANCIFOLIA (DUCK POTATO)
- SAURURUS CERNUUS (LIZARDTAIL)
- PELTANDRA VIRGINICA (ARROW ARUM)
IF ONE OR MORE OF THE SUGGESTED SPECIES
IS UNAVAILABLE, APPROPRIATE WETLANDS
VEGETATION COMMON TO THE COASTAL CAROLINA
REGION MAY BE SUBSTITUTED.
50 PLANTS PER 200 SF OR APPROX. 20 LF AT
WATERLINE TO BE PLANTED; APPROXIMATELY 3,073
PLANTS FOR POND NO. 34
FORE BAY; APPROXIMATELY 678 PLANTS
MAIN BODY; APPROXIMATELY 2395 PLANTS
50 PLANTS PER 200 SF OR APPROX. 20 LF AT
WATERLINE TO BE PLANTED; APPROXIMATELY 3,073
PLANTS FOR POND NO. 34
FORE BAY; APPROXIMATELY 678 PLANTS
MAIN BODY: APPROXIMATELY 2395 PLANTS
6'min. 12'min. SEE PLAN
I
ALL
SLOPES
o
2:1
MAXIMUM
Forebay volume
4,
WSEL 20. of required
storage, typical
4i
o p
1
=16.0
'
o
,00'c� OUTLET
1.0 4'min. REMOVE PROTECTION
SED.=8.0 AS
ON PLANS
y�0
-5`
Qe
T Forebay
Eleott�_ 6.6'
FOREBAY SECTION DETAIL
NOT TO SCALE
■I■ 5 WELDED REBAR
TRASH GRATES
GALVANIZED
r--��-wa-■ia�-
■■a'��■ ■■�Gi''
■--C�_■■■C..G_ �■NOT TO SCALE
' ' WEIR
CUT 27
-
n?ASf4 .�
' IN PLACE
EACH BOX
17.55
®
Plug
4
I ■■'
F
El
1
6, Psc CAP
0
H5'
rGRA� BASE
•
OUTLET STRUCTURE 1(POND 34)
NOT TO SCALE
POND 34 AS -BUILT
Brunswick Forest
Phase 1 SEC■ 4- Pond 34
LOCATED IN TOWN OF LELAND BRUNSWICK COUNTY, NORTH CAROLINA
,4luR" l�
SS
r44 SEAL
43166
(11111111111111/2
OWNER: FUNSTON LAND 8 TIMBER, LLC
1007 Evangeline Drive
Leland, NC28451 phone:[phone]
HANOVER DESIGN SERVICES, P.A.
LAND SURVEYORS, ENG/,VEERS 8 LAND PLANNERS
FLORAL PARKWAY WIL
1123 ORAL, N.C. AY
8403
PHONE: [phone]
Oat<:
1-2023
Scale:
Drawn:
DBB
Checked:
DSH
Project No:
8829 PlS4
Sheet No:
1
Of: 1

Brunswick
Phase 7 Section
Forest
Plans and Profi/es
LOCATED /N THE TOWN OF LELAND
BRUNSWICK COUNTY, NORTH CAROLINA
DATE.- JANUARI Y 2014
SCALE.- 1 "= 100' z
""NOTE WELL:
c+
OWNER /DEVELOPER. 1.EQUIPMENTCLEARANCEMINIMUMI6'FROM NOTE WELL: a
TRANSMISSION LINES TO BE MAINTAINED 1) CONTRACTOR TO ENSURE THAT
Funston Land & Timber, LLC AT ALL TIMES. (REFERENCE: OSHA 1910.269) STREET PAVEMENT & CURBING IS
2. ANY TREE, OR SHRUB CAN BE PLANTED WITHIN THE RIGHT-OF-WAY PLACED SO AS TO DRAIN POSITIVELY
1007 Evangeline Drive AS LONG AS THE MATURE HEIGHT IS 12 FEET OR LESS. TO CURB INLETS AND DRAINAGE
Leland NC WHEN PLANTING TREES AND SHRUBS, PLEASE REMEMBER TO STRUCTURES.
T LEAVE SUFFICIENT SPACING TO ALLOW UTILITY MAINTENANCE
910-383-1426 VEHICLES ACCESS WITHIN THE RIGHT-OF-WAY.
LEGEND
IRON IN EXIST. CONC. MON.
�-..- - - EXISTING SANITARY
SEWER & MANHOLE
EXISTING WATERLINE
EI.P. = EXISTING IRON PIPE
EI.R. = EXISTING IRON REBAR
E.C.M. - EXISTING CONCRETE MONUMENT
I.S. -IRON SET
WN = WATER VALVE
WM = WATER METER
F/H = FIRE HYDRANT
PIP = POWER POLE
C.P. - COMPUTED POINT
X 49.0 INDICATES SPOT ELEVATION
LS LEVEL SPREADER
�7 WETLANDS \,', 1 ` ., `
CE CONSTRUCTION ENTRANCE
(TYPICAL)
SF X- SILTFENCE(NEW)
(TYPICAL)
IP INLeM'ROTECTION(TYPICAL)
OP OUTLET PROTECTION (TYPICAL)
m=®a�sN®m LIMITS OF DISTURBANCE
(PREVIOUSLY PERMITTED)
SEE PREVIOUSLY PERMITTED
PROJECTS
DWQ# SW8 050927
DWQ# SW8 071209
DLQ# BRUNS-2006-083
DEH-WATER# 0700510
DEN -WATER# 0800995/
DEH-WATER# 08017421742 I
WQ 0028587 MOD
6'7
5'\
DPERTY OWNER
)NSTON LAND &
TIMBER, LLC. /
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INDEX TO DRAWINGS
SHEET No.
DESCRIPTION
DRAWING No.
1 OF 9
COVER SHEET and GENERAL NOTES
8829 P1S4-1
20F9
PLANSHEE72 Cross WaterClyde (A)
8829 PS4-2
1
3 OF 9
PLAN SHEET-3 Cross Water Circle (A) & (8)
8829 Pf S4-3
4 OF 9
PLAN SHEET4 Cross Water Cede (C)
8629 Pl S4-4
5 OF 9
PLAN SHEETS Cross Water Cirde (C) & LAW* Drive
8829 P1 S4-5
60179
ADDITIONAL PROFILES & TABLES
8629 PI S4-6
7 OF 9
EROSION CONTROL MEASURES and Additional Profiles
8829 P1 S4-7
8 OF 9
STORMWATER POND 34 INFORMATION
8829 P1 S4-8
9 OF 9
STORMWATER POND A-2INFORMA7ION
8829 P1 S4-9
100, 0' 100, 200'
SCALE IN FEET 1 "= 100'
NOTES FOR WATER SUPPLY AND INSTALLATION
1. ALL WATER MAINS TO BE SDR18 PVC PIPE WITH PUSH ON JOINTS.
SEE SPECIFICATIONS FOR ADDITIONAL MATERIALS REQUIRED.
2. X MINIMUM COVER ON ALL WATER MAINS,
3. LOCATE ALL METER SETTINGS 5' FROM LOT LINE UNLESS OTERMSE NOTED.
4. ALL COMMERCIAL WATER SERVICE LINES TO TO BE Z" UNLESS OTHERWISE NOTED.
S. FIRE HYDRANTS SHALL BE STORZ CONNECTED ON THE STEAMERS, AND
SHALL BE INSTALLED IN ACCORDANCE WITH COUNTY DETAIL.
6. BLOW OFF ASSEMBLIES SHALL BE IN ACCORDANCE WITH COUNTY DETAIL.
7. ALL BENDS AND TEES SHALL BE ADEQUATELY BLOCKED (SEE COUNTY DETAIL).
S. ALL CONNECTIONS TO EXISTING WATER LINE AND BORES TO BE DONE
ACCORDING TO TOWN OF LELAND SPECIFICATIONS.
9. ALL MAINS SHALL BE ADEQUATELY FLUSHED. PRESSURE TESTED,
AND DISINFECTED IN ACCORDACE WITH THE SPECIFICATIONS.
10. ALL WORK SHALL BE SUBJECT TO INSPECTION BY THE ENGINEER,
TOWN OF LELAND AND THE N.C. DEPT. OF ENVIRONMENTAL
HEALTH AND NATURAL RESOURCES. A PRE -CONSTRUCTION CONFERENCE
IS REQUIRED- CONTACT: JIMMY STRICKLAND [phone],
11. ALL WATER SYSTEM WORK SHALL BE DONE TO TOWN OF LELAND DETAILS
AND SPECIFICATIONS.
NOTE WELL:
1. All stone water runoff from built upon areas
(i.e. impervious surfaces & roof drainage) to be
directed to the storm sewer collection system
(I.e. storm Inlets or ponds) by swales, overland flow,
additional grading, or landscaping Inlets.
NDTE WELL,
ANY AREAS ON -SITE WITHOIT ACTIVITY SHALL BE STABILIZED WITHIN
15 WMING DAYS OR 21 CALENDAR DAYS AND AS ABOVE ALL SLOPES
NIT BE STABILIZED WITHIN 21 CALENDAR DAYS OF CEASE OF ANY
ACTIVITY.
DETAILS SHOWNARE TYPICAL OF INSTALLATIONS REQUIRED SYTHE TOWN AND COUNTY,
THIS SHEET DOES NOT PURPORTTO SHOW ALL REWIREDCONSTRUCTION DETAILS, BUT
RATHER SERVESASAG(ADE. THE CONTRACTOR IS RESPONSIBLE FORADHERINGTOALL
CITY, COUNTYAND STATE CODESAND CONSTRUCTION STANDARDS.
No geotechnical testing has been performed on site. No warranty
Is made for suitability of subgrade, and undercut and any required
replacement with suitable material shall be the responsibility
of the contractor.
Water & Sewer Design Totals:
8" Water Main - 5,841 LF
8" Sanitary Sewer - 4,966.10 LF
b6
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F /
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STABILIZATION TIME FRAMES:
SITE AREA DESCRIPTION
STABILIZATION
Perimeter dikes, swales, ditches and slopes
7 DAYS
High Quality Water (HOW) Zones
7 DAYS
Slopes steeper than 3:1
7 DAYS
Slopes 3:1 or flatter
14 DAYS
All other areas with slopes flatter than 4:1
14 DAYS
SEWER SYSTEM
BRUNSWICK FORESTIPhase 1 Section 4
____ ___________________________________-==__-_-=____=
MAL OEM
LILLIBRIDGE DRIVE
615.15 LF 8' SEWER MAIN TOTAL
CROSS WATER CIRCLE (A)
1,875.37 LF 8' SEWER MAIN TOTAL
'.. CROSS WATER CIRCLE (B)
901.78 LF Be SEWER MAIN TOTAL
CROSS WATER CIRCLE (C)
1,57a 80 LF 8' SEWER MAIN TOTAL
4,96S 10 LF Be SEWER MAIN TOTAL J
HATER SYSTEM
BRUNSWICK FORESD Phase 1 Section 4
-_-_----- _---------- _=---------- ---__________=
TOTAL W,%Tm
LILLIBRIIGE DRIVE
1,143 LF 8' WATER MAIN TOTAL (STA. 0+46 to STA. 12+03)
CROSS WATER CIRCLE (A)
2,096 LF 8' WATER MAIN TOTAL (STA. 0+19 to STA, 20+50)
CROSS WATER CIRCLE (B)
740 LF 8' WATER MAIN TOTAL (STA. 0+00 to STA, 8+08)
CROSS WATER CIRCLE CC)
1,862 LF 8' WATER MAIN TOTAL (STA. 0+00 to STA, 18+52)
�5,841 LF 8' WATER MAIN TOTAL - 40
0 /'A\ •/ \\ VA VA A.�AA A\VA V A ��
WATER MAIN LOCATEDAT ONE SIDE ONA BENCH OF UNDISTURBED EARTH,
\ AND WITH THE BOTTOM OF THE WATER MAINAT LEAST 18INCHESABOVE
ti \ �J 11 t \\ �) I I 1 I) /�+) "; ; THE TOP OF THE SEWER, OR
t O I S \\ 1 I I (`l, t / b. WHERE VERTICAL CLEARANCE IS LESS THAN 16" BETWEEN SANITARY
vv�oo O� I ( SEWER AND WATER OR WHERE SEWER LINE CROSSESABOVE WATER
1, ii ' u' \ \ ', MAIN, BOTH PIPES SHALL BE DUCTILE IRON PIPE FORA MINIMUM
\ + j y OF 10' EITHER SIDE OF CROSSING.
� 'k " ,roPr / / / �' , i I ( (� ,t t�. - �\� \ ; c. WHERE VERTICAL CLEARANCE IS LESS THAN 24"BETWEEN SANITARY
-- (; SEWER AND STORM DRAIN, SANITARY SEWER SHALL BE DUCTILE IRON
Ow` \ \ x� ,, r.,` { rj ' I,/ I �,JJ/ / ' r i it ( it I I( i e\., 1\\ PIPE FOR AMINIMUM OFIO'EITHERSIDE OFCROSSING.
MM \" d. WHERE VERTICAL CLEARANCE IS LESS THAN 12" BETWEEN WATER
MAIN AND STORM DRAIN, WATER AGAIN SHALL BE DUCTILE IRON
FLG t / / J 26 ��//✓ /J , j f/ l'' PIPE FOR AMINIMUM OFIO'EITHER SIDE OFCROSSING.
7 SEE DETAIL SHEETS FOR TYPICAL UTILITIES HOOKUPS.
B. ALL STREETS ARE PROPOSED TO BE PUBLIC (BUILTTO TOWN OF LELAND
STANDARDS/ N.G.D.O.T,PAVEMENTANDSUBGRADESTANDARDS).
9. ALL SANITARY SEWER MAINS TO BE 8" UNLESS OTHERWISE INDICATED.
38 \ yJ, T6 /` / II / / // ' �j /j j / !.; 1 r/n 10. ALL WATER MAINS TO BE 8" UNLESS OTHERWISE INDICATED.
J _ 11. TWO VALVESARE REQUIREDAT "r, INTERSECTIONSAND ONE VALVE ON
THE WATERLINE TO FIRE HYORANTSAND THREEAT'7(S"(CROSSES).
12. A BLOW -OFF VALVE IS REQUIRED AT THE TERMINUS OFALL "DEAD END"
/ r
WATER LINES.
I r
{ I
J
STANDARD NOTES.-
1. INFORMATION CONCERNING UNDERGROUND UTILITIES WAS OBTAINED FROM
AVAILABLE RECORDS. IT SHALL BE THE RESPONSIBILITY OF THE
1'
CONTRACTOR TO DETERMINE THE EXACT ELEVATIONSAND LOCATIONS
OFALL EXISTING UTfLlTIESATALL CROSSINGS PRIOR TO
COMMENCING TRENCH EXCAVATION LEA (FACT AL U C RANCESARELESS
�S+, \� J/ jj /- I ✓',j i THAN INDICATED ON PLAN THE CONTRACTOR SHALL CONTACT THE
DESIGN ENGINEER BEFORE PROCEEDING WITH CONSTRUCTION.
ANY CONDITION DISCOVERED OR EXISTING THAT WOULD NECESSITATE
AMODIF/CAT/ON OF THESE PLANS SHALL BE BROUGHT TO THEATTENTION
z
\
i
, `•, ' � `\ �'�r' ,' � , / f ; � / OF THE DESIGN ENGINEER BEFORE PROCEEDING WITH CONSTRUCTION.
2. NO CONSTRUCTION IS TO BEGIN BEFORE LOCATION OF EXISTING
UTILITIES HAS BEEN DETERMINED. CALL NC ONE-CALL"AT LEAST
48 HOURS BEFORE COMMENCING CONSTRUCTION.
-PS
\
a /
's
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i
/ 3. ALL TREES WHtCHARE NOT REQUIRED TO 8E CLEARED FOR
-
'�� J •' / , ' ' J l I: ;r... H � `, \ , . � ,'.. !?='-L,�, _„___- _ ,_ ___ .._ „I v �;; Y CONSTUCTION SHALL BE PRESERVED WHEREVER POSSIBLE UNLESS , OTHERWISE DIRECTED
9 ,
%
z _
• / ; ! •,! '., I\ �,_; \\ \ „',e�w ,/,/,,/,., .
i/PtlA�ViFRV'MY .CONTRACTORSHALLADJUSTAL MANHOLES, VALVE
A,ND CURB BOXES TO
, X fA EM�Ii'�aMMIMI ITHE FINAL GRADE UPON COMPLETION OFALL CONSTRUCTION. ANY BOXES
DAMAGED OR OTHERWISE DISTURBED BY CONTRACTOR SHALL BE
�
iREPAIRED ATTHE EXPENSE OFTHE CONTRACTOR.
\ `--- " , \ s' "a � jr/ ,/ , d , (',, , (' � • fy: % ; � lV � I L•i�31- j (G=�G AREAS SHALL BE
DURING CONSTRUCTION AT HIS EXPENSE. PARKING I W 5. THE CONTRACTOR IS RESPONSIBLE FOR CONTROLLING DUSTAND EROSION
A ^^(u��
,• \S� \'i l ;} , PR�PERTY OWNER I r j WATERED TO CONTROL DUST WHEN ORDERED BY THE ENGINEER.
✓i/ 6, NO GEO TECHNICAL TESTING HAS BEEN PERFORMED ON SITE. NO
n,
FUNSTON LAND & WARRANTY IS MADE FOR SUITABILITY OF SUBGRADE, AND UNDERCUTAND
ANY REQUIRED REPLACEMENT WITH SUITABLE MATERIAL SHALL BE THE
IM\BER,'L RESPONSIBILITY OF THE CONTRACTOR.
T LC _ .
CONTRACTOR RESPONSIBLE FOR GEOTECHNICAL TESTINGAS NECESSARY.
7. EXTREME CARE SHALL BE TAKEN TO ENSURE MINIMUM SEPARATIONSAT
r;
ALL UTILITY CROSSINGS
NOTE:DELINEAT 1 404WETLANDS LINE 8.CONTRACTOR TOENSURE THAT STREET PAVEMENT ISPLACED SOASTODRAIN
J; HAS BEE APPROVED BY THE US POSITIVELY TOTHE ROADWAY NLETSAND CATCH BASINS.
4 :/ a ARMY COKPS 0F ENGINEERS. SEE 9. CONTRACTOR ISRESPONSIBLE FOR OBTAINING ALL REQUIRED PERMITS.
T ACION ID: 2007-00530.
10. THIS PLAN t5 FOR SITE UTILITIES, GRADING, ROADWORK, AND DRAINAGE ONLY.
REAPP D FOR APRIL 2010 BY
11. AFFECTED NON -MUNICIPAL UTILITIES SHALL BE CONTACTEDAND PROVIDED
NAGEN(ENTjGROUR INC THE LAND MA .
WITH PLANSAND OTHER PERTINENTINFOATION, WHEN FEABLE, To
APPROVED OCTOBER2642010 4,% COORDINATEAPPROPRIATESCHEDUCINGANDPLACEMENT.ATTHEM/NIMUM
\11.fSS
SHOULD INCLUDE BELLSOUTHAND CP&L.
GENERAL NOTES:
1. This maps not for conveyance, recordation, or sales.
2. This property is not located within a special flood
hazard area according to Flood Insurance Rate Map Community ID#
3720 pane12195 suffix J effective date June Z 2006 and
3720 panel2196 suffix J effective date June Z 2006.
3. This property is zoned Town of !eland PUD.
4. Water service to be Town of !eland (public).
S. Sewer service to be Town of Leland (public).
6. Topographic data finished by Carolina Resource Mapping, Inc.
and not field verified. Additional topo from HOS, March 2011.
7A11 signs and striping to meet M.U.T.C.D. Standards.
8, All streets are proposed to be public (built to Town of Leland standards
INC.D.O.T, pavement and subgrade standards).
9. Street lights will be constructed per Town of Leland requirements.
10. Sidewalks to be placed along all streets.
11. For reference see Deed Book 1833 Page 180, M.B. 24 Pages 237Thru 240.
12. A 10 FT. In width utility easement to be located along all public RANs.
BENCHMARK LOCATIONS AND ELEVATIONS
LOCATION:
ELEVATION
1
REBAR FLUSH WITH GROUNDAT INTERSECTION
OF U. S.HWY 17AND BRUNSWICK FOREST PARKWAY.
30,97
l I REV. NO. REVISIONS I DATF
Copyright®, Hanover Design Servkes, PA, AM rights reserved, Ration citworuseorNe contents ofthis Cxument, aeddni4)nS rdekdsaute Wis
doWthent, In Whole orpad, Without WdIIW consent of the Land SurveyworEnglmer, Is prohibited. Only espies Iran the original orders document
marked Wit, the onginel signetwe and Original seal ofthe SurveyororEngrna . shel be conslderedto be valid andtnreeoeles.
Cover Sheet and General Notes '
Brunswick Forest'
Phase 1 Section 4 MAR ° zoi�
LOCATED IN TOWN OF LELAND
111MU•py
I CAROIry
(ESS10N9 9
SEAL
20007 S
OWNER: FUNSTON LAND & TIMBER, LLC
1007 Evangeline Drive
Leland, NC 28451 phone:[phone]
HANOVER DESIGN SERVICES, P.A.
LAND SURVEYORS, ENGINEERS & LAND PLANNERS
1123 FLORAL GTON PARKWAY
VALMIN9403
PHONEOTON, N,C, 02
'PHONE; (910) 343-e002
1-22-14
Scale:
1 "=100'
Drava:
DBB
CMdcsd:
DSH
Project No:
8528 P1S4
Stroet Nat
1
OW, 9
'
1

--PROPl4SED� '
NDICAP /
RESTQ RAYING RAMPS
SI A TO" S\NEW"
COND 1 N. / CONNECT
TO
OLOW COUNTRY BLVD.)
CHLORINATETOG.V.-� PROPO
W' \., \ NEW WATER MAIN 5' IDEW
r \ PERMIT (SEE PROFILE) SIDEW
r' \ `�+ \���157
1 PROPOSED �.
8'SEWERMAIN
56 /
PROPOSED\-
8" PVC
WATER ,\�' : -% /� . -•:.k\ d?N. - -- \ =UDIOCAPD
BENDS & FRTING
AS NECESSARY `�`,�
,,j` ` J ,.\: C� \ •,.. �\r.\r ,' .� .-%sip'
OP
\ PROPOSE
-....,. f�.-HANDICAP `.
RAM
/ in
"rc 15.1
P
PROPERTY OWNER
FUNSTON LAND &
TIMBER, LLC.
+CROSSWATERj CIRCLE1 (A)
a
.. PROPOSED
STORM SEWER
(TYPICAL)
I / PROPOSE
5 CONCRE
SIDEWALF
// PROPOSED
W PVC
WATER LINE
COMMON
N \
AREA
I \�
49
50 \
I% 51
\ 50, 0' 50, 100,
\ SCALE /N FEET,• 1 "= 50'
48 47
PROPOSED '
W SEWER MAIN ® ; PROPOSED
(TYPICAL) a, i 1-$" GATE VALVE
\/52z.-
j 54\ �a.' -2h' `\., 53 PROPOSED
t t PROPOSED., ,r•• 5'CONCRETE m -, :.-:' .... -"'�t� S '!—
\ HANDICAP le-9
SIDEWALK .r `�"t.�t�•'t�t—Y
.._ \� � ; \ .. �• RAMP �- .._.,_ _ .:. _ •.{i� ._ - "---.i + � ! `
J S_
N
IISCNATE
Y
WETLA D
\\\ \. _ ,_ '--./
5 �\ J _ 13 14
PROPOSED `.. \ �'�. - - ......, . _ ..... : -� - 12 - -a PROPOSE
FIRE HYDRANT \ P�20POSED \` r
\
A5' CONCRETE , "— \ LJ - --� 10' DRAINAGE
SSEMBLY - ---_ \ `�' -- EASEMENT r
IDEW LK PROPOSED •- -
2.8" GATE VALVES \, I- \
1-8"TEE y STORM SEWER \ r�N"--�� "_•jTYRICAI)„-
._....-_ `\. (TYPICAL) \ PROPOSED "'
\10 _
PROPOSED \ 7 8° PVC
.....,____ - -, - _--'-..___ _ \ WATER LINE
' - 10' DRAINAGE \ a, 8- 9 _ —
EASEMENT`-, \ PROPOSBENDS 8 FITTINGS
.._,�.. \ 10, DRAINAGE --,,...AS NECESSARY.
(TYPICAL)-.,, ) _..
N
\� _._._.. _....., \ EASEMENT
\ (TYPICAL) — — — -- — —
1 f
\ ,' 10 � \ -- _.__--''' � � � � •� - - - _ ..fig % ' m
\ \ 0,
zo
i
it
16
ALL SEWER MANHOLE RIMS
TO FINAL GRADE
(TYPICAL) 1
CREST STA.5+92.01 i SAG STA.7+86.72
OJ j j ! I CREST ELEV,21.96 I SAG ELEV.21I08
i
EXISTING IROJECT CRESTSTA.1 56.79
PREVI0UBEIN PI
30 PERd1TED
I I i
i
( f, i
1
NCREST ELEV23.80 i p
- _. __....._-. ,_ -Y + -I : NOD M6'
I,a I SAG STA.3+87!39 I r ,- : N 'iN ) ° q ro
X. I 'suesI- m o m a ! SAG ELEV.20.P8 i ! + �jWN ry �+jN ( + f$ N {NyJU
3 1 I '+NAM+N i i dJF �Qi� ! 1 F�I �1aW
USE DUCTILE ! .�dZj�.Nd�i ! ( i 0 1dtu W 0) dJ
IRON PIPE ! ao t- J F¢, I- J rn rn� rn to U y W h
N ifnW fnW I j i NNppM� ttxn UOtO� !� }S}
SEE NOTES ON ! = IUUfnW 1 I �o°��<co i N N j e'e Na'S.a EXISTINGGRADE
0
N S r m N
N 25
: COVER SHEET 2
Aa4 ' I ! f~O Wtd"4l ,�qW j x i ----!---- i
50 I j i V�(SOrr1= {��-
\ MAINTAIN ! 1.77/ i —,_ — _� li 6 a ( _ �•�. —i -- _ y �'— i .�
j 36"COVER 0.48°
1 II I i MAINTAIN
20 36"COVER
I
I
j PROP i MAINTAIN I E i I 1 ! —_-_ .'_ ._. _ i...
I i OSED g• p 36" COVER
I BENDS &WATER 207.90' OF130" RCP I I PROPOSED 8"PVC Wg7ER
1, FITTINGS AS !
V j NECESSARY. j 19s1;42' OF 36" RCP
{ i
i ! _ ' TEE I I ; iNV 16.20
DEH
F IN PROFILE. DEVIATIONS �NOTI
MAINTAIN "AND U1
01 CROSSINGSBWHENVEREQUIRED.
> SEE COVER SHEET NOTES.
! NOTE WELL:
1 SEWER PIPE (SIZED 8" THROUGH
SHALL BE CLASS 1150, SDR18.
CONFORMING TO AW WA C900
50'
',P
NOTE WELL:
C-9D0 PVC OR DIP IS TO BE
USED FOR ANY SEWERS WITH
DEPTH GREATER THAN I (TYPI
li iri✓r✓iti YR�.,L'
J
Zoo
you
5�L
I
oW
In
oW
M
M
1
00
1
0
tPROPOSED CENTERLINE
ALIGNMENT STATION
PROFILE LEGEND
'NOTE WELL:
1. EQUIPMENT CLEARANCE MINIMUM 16 FROM
TRANSMISSION LINES TO BE MAINTAINED
AT ALL TIMES. (REFERENCE: OSHA 1910.269)
2. ANY TREE, OR SHRUB CAN BE PLANTED WITHIN THE RIGHT-OF-WAY
AS LONG AS THE MATURE HEIGHT IS 12 FEET OR LESS.
WHEN PLANTING TREES AND SHRUBS, PLEASE REMEMBER TO
LEAVE SUFFICIENT SPACING TO ALLOW UTILITY MAINTENANCE
VEHICLES ACCESS WITHIN THE RIGHT-OF-WAY.
NOTE WELL:
1) CONTRACTOR TO ENSURE THAT
STREET PAVEMENT & CURBING IS
PLACED SO AS TO DRAIN POSITIVELY
TO CURB INLETS AND DRAINAGE
STRUCTURES.
83 \
46 \,
!; \-i I
/ 45
/ 44
PROPOSED
,\ \ STORM SEWER/
• (TYPICAL)
81
42
J PROPOSED r\°�r\r.... / •\•�•\•\ \' :. \ 0" Gy71 \ I FIRE HYDRANT \ \ \r\ Y i •�•�' -'' '� OF 1 \
� ASSEMBLY \ .` r L • \ ). m
PROPOSED
,�� \r\ry ,$ 8"SEWER MAIN
/ `'•.., \1 5 �' ..� . \r '� .(Y (TYPICAL)
\ ' PROPOSED \r
..._N . • 5'CONCR�TE \
STOOwuP138EEv ER z'2 6 SIDEWALK\ •^\� y \ \\ -
w
Y.
PICAL
_ r
-17
\�Sp�
�, '`•,. -_. _ � � ram+.
'19
PROPOSED
\ / . -WATER LINE " `r - _._`\
\ _.,.
• � •. -'.. ,\ ..... ! BENDS-& FITTINGS ' �-•-., 2_ -•
_ ASN
7 '-
/ t
OvN111O_ _ N -
C
v AREAy_
z
'
N TE LL: ITII THEINTRO TOCONTRACTOR TOADJUST
RESPONSIBILITY TO ENSURE THAT THE ! !
ALL SEINER MANHOLE RIMS 'NOTE WELL: y
MINIMUM SEWER SLOPES SPECIFIED BY
STATE REGULATIONS ARE ACHIEVED. o FINAL GRADE I CONTRACTOR TO COORDINATE MATERIAL
EVED. S
! , i ',TYPICAL) '. AND CONSTRUCTION METHODOLOGIES n
' - ! ! W! _
THESE MINIMUryI SLOPESARE: WITH THE TOWN OF LELAND
0 60°h FOR 6 DIAMETER PIPE I PRIOR TO COMMENCING. �
.----_—,. _ ,._..— ,___ .__..... __.�..__ .... _�....___._—_ I- ___-.. _.. _�'--.___-- -_--_-...._......__ �. PLF.ASECONTACT JIMMY STRIOKLAND....___ ___ _____(A 3
0.40d/u'FOR 8 D ETER PIPE !
,AM I ( ' I � AT (910)
0 28% FOR IWD,IAMETER PIPE j DEVELOPERS INSPECTOR 70 BE
0.22% FOR 12"9IAMETER PIPE i I
! NOTIFIED PRIOR TO INSTALLATION r'rM
ANDTESTING. I I —�
CREST STA-9+85.38
,a j
( CRESTELEV21.89
---- -L _.
I }NOR r•+ i
+ N
�dl�u
Jd
H Fu
J N W fn.W
N W
i
1
UU
i I
+
I i
0,58 i
MAINTAIN I
I 36"COVER ( I
I I
i ! PROPOS D 8"!I'll C WATER
394.3TOF 36" RCP
NOTE: DELINEATED 404 WETLANDS LINE
HAS BEEN APPROVED BY THE US
ARMY CORPS OF ENGINEERS. SEE
ACTION ID: 2007-00530.
REAPPLIED FOR APRIL2010 BY
THE LAND MANAGEMENT GROUP, INC
APPROVED OCTOBER 26th, 2010
NOTE WELL:
1. All storm water runoff from built upon areas
(Le. impervious surfaces & roof drainage) to be
directed to the storm sewer collection system
(La. storm inlets or ponds) by swales, overland flow,
additional grading, or landscaping inlets.
SAG STA. 11+,
SAG ELEV21
� CR 00
+ N N
-,a��
t J
N W
N W
BENDS &
FITTINGS AS
NECESSARY.
DUCTILE
i PIPE
NOTES ON
ER SHEET
"PVC—
O
Z
i
STATION 0+00 THROUGH 16+50
CROSS WATER CIRCLE (A)
CREST STA 13+85.84 1
I i SAG STA.15+SZ43
U4
CREST ELEV.2237
--—1- ....
SAG ELEV.'63 21
30
t
— - - _
�Mma��.
i °+° ♦ N�
� �m''�°
t+., {NY N
tnNNN'
F�!
+
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1 I
101
REV. NO.
REVISIONS
DATE
CoP}ntgM(f'd. fiarlover Design Services, P.A., Ni rights reserved. Reproductlon or use Wthe conlenb olfhls document, oradddonsordaWlanstoft
documerd, in whole orpart, without written consent o/the Lend Surveyor wHpineer, Is proWed. Ordy copies from the cdowd oldds tbcwnent,
nuuked wldl the origins/ sigmatra and original seal orthe Surveyoror, En(pneer, sW be considered to ae velmand cue copies.
MAINTAIN 36"!COVER AND USE DIP AT
CROSSINGS WHEN REQUIRED.
SEE COVER SEET NOTES. I
f
NIN NIN NIN
I �
I
13too 13+50 14f00
PLANS & PROFILES
Brunswick Forest
Phase 1 SEC. 4
LOCATED IN TOIMJ OF LELAND
--..��
( CAR041 ,
ESStOjj9l�
SE AL ?
20007
is ®hdsilmm.com
03tj
2oi�v
sr
ICK COUNTY, NORTHCAR NA
OWNER: FUNSTON LAND & TIMBER, LLC
1007 Evangeline Odve
Leland, NC28451 phone:[phone]
HANOVER DESIGN SERVICES, P.A.
LAND SURVEYORS, ENGINEERS & LANO PLANNERS
1123 FLORAL PARKWAY
WILMINGTON, N.C. 28403
PHONE: [phone]
Date:
1 22-14
Scc1e:
HORZ.: 1 50'
VERT.: I"- 5'
Dmrn:
D88
Checked:
DSH
Pro)eet No:
8929P1S4
Sheet No:
22
Oft
I
I_ ... ..... .. .. .... .. ...

50' 0' 50' 100, N x
NINE ]MEN LU
I PROPOSED
S INSEli 1"=50' / I I 8 SEWERMAIN I ILL�-
/ / -
\ ^ _J <:MH
PROPOSED
k; I ; 'F�7..._!J 1.8" SATE V VALVE +` \CAT PROPOSED
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(TYPICAL) PROPOSF� I - g `'PROPOSED I ` WATERLINE, I
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�AS NECESSARY. �'.� , \ \ STORM EWER _ \ \ ,
(TOYPICAL)
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PROPERTY OWNER ;% BENDS&FITTINGS c \ . \ \ \
AS NECESSARY. -.,,\ \„ JL
/ e Lila ed , �, NUN MN LAND & `FUTURE / . • A� V A \ \
- / / / / - PROPOSED -
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CROSS 'WATER 'CIRCLE A 'NOTE WELL: CROSS WATER CIRCLE (B)
( )
\ PROPOSED
`\ PROPOSED STORM
T(TYPICALEWER \� � - PRQ POSED
' 5'CONCRETE / y __ 5LCONCRETE
JL-3 SIDEWALK JL- j / SIDEWALK O,
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w STORM SEWER ; /�
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(TYPICAL)
CONTRACTOR TO COORDINATE MATERIALS f NOTE WELL: ITiIS THE CONTRACTOR'S I w + W o j
AND CONSTRUC'I•ION METHODOLOGIES I I RESPONSIBILITY TO ENSURE THAT THE I
WITH THE TOWN OF LELAND ; MINIMUM SEWER SLOPES SPECIFIED BY o o
PRIOR TO COMMENCING.
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STATE REGU FI'IONS ARE ACHIEVED.
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0.60% FOR 6"D AMETER PIPE l : DEVELOPER'S INSPECTOR TO BE I
! ( NOTIFIED PRIORTO INSTALLATION j ' 0.40% FOR V DIAMETER PIPE ry *a{iN o M
1 AND TESTING. I !
0.28% FOR 10"RIAMETER PIPE
CREST STA.17+93.25 0.22°k FOR 12" IAMETER PIPE y w F - y Ld i
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q y CREST A.1 48.47
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+ : U
TA. 2.43 SAGS 15 8 . I
I CREST EL V 22.71 i S S S CREST ELEV.22.14
30 � SAG ELEV 21 63 i I I j I (y, 3O 3O i '
,
� �i a. a ;
----
I ! SAG STAj20+01.65
CONTRACTOR TOAOJUST I + +I� ( ± N �i ni +ro N . I SAG ELEV21.38 cOi
ALL SEWER MANHOLE RIMS "' "' i cv SIN M ry; rn I ( I i ��+INNcq m;
TO FINAL GRADE d�r�dl� N I 0)�t'�i(! ( N { I i d�1 Jd �II NI
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o I I NOTE WELL: IT IS THE CONTR!{CTOR'S j I o ` o I o j / /' 85-30'OF
o I RESPONSIBILITY TO ENSURE THAT THE / m E � //// � y� / N BENDS & NOTE WELL• (MINIMUM SEWER SLOPES SPECIFIED BY " !/%�i PROPOSED 8"
FITTINGS AS MULTIPLE UTILITIES SHOWN GRAPHICALLYREGULATIONSS"x8" z 8 ON 5,q DIP WATER ;
STATEAREA IEVED. z NECESSARY.CH ?z CROSS CROSS
, _15 15
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15 _ _ _ __-- . �IN__PROFILE. DEVIAT.10._5_-_ ., ......_ _ .
-- -----__--- . ----- - - (MAINTAIN 36" COVER AND USE ,DIP AT -
{ I MAINTAIN BENDS &
j (CROSSINGS WHEN REQUIRED. i THESE MINIMUM SLOPES ARE: ( j CLEARANCE ( (BENDS & ( 0 I IT AS
SEE COVER SHEET NOTES. 0,600% FOR 6 DIAMETER PIPE USEDUCTILE i FITTINGS AS NECESSARY.
' 10.40% FOR 8"D,IAMETER PIPE IRON PIPE
j ;NECESSARY. i
1 j 0.28% FOR 10"DIAMETER PIPE ( SEENOTESON I
0.22%FOR 12"DIAMETER PIPE I COVER SHEET
10
1 5
WELL:
1050 1
WELL:
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H GREATER irHAN IT (rYPiCAL). -
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V21
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GRASSED AREA 1-1/e P95 g• GRASSED AREA SIDEWALK
T VALLEY CURB ASPHALT Y2XX`5i
"Nm wp1,• 50' RMI STREET SECTION CROSS WATER CIRCLE
PAVEMENT THICtWESS AM SVBGYd M REOUIRWEMS
94YW WCW-ASED PER RECOM &VDA W OF GED70HAI Col. NOT TO SCALE
CONSULTANT.
CONnWTOR RESPONSIBLE iVR OOMPACWN TEONG
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ALIGNMENT STATION
PROFILE LEGEND
"'NOTE WELL:
1. EQUIPMENT CLEARANCE MINIMUM I& FROM
TRANSMISSION LINES TO BE MAINTAINED
AT ALL TIMES. (REFERENCE: OSHA 1910.269)
2. ANY TREE, OR SHRUB CAN BE PLANTED WITHIN THE RIGHT-OF-WAY
AS LONG AS THE MATURE HEIGHT IS 12 FEET OR LESS.
WHEN PLANTING TREES AND SHRUBS, PLEASE REMEMBER TO
LEAVE SUFFICIENT SPACING TO ALLOW UTILITY MAINTENANCE
VEHICLES ACCESS WITHIN THE RIGHT-OF-WAY.
NOTE WELL:
1) CONTRACTOR TO ENSURE THAT
STREET PAVEMENT & CURBING IS
PLACED SO AS TO DRAIN POSITIVELY
TO CURB INLETS AND DRAINAGE
STRUCTURES.
NOTE: DELINEATED 404 WETLANDS LINE
HAS BEEN APPROVED BY THE US
ARMY CORPS OF ENGINEERS. SEE
ACTION ID: 2007-00530.
REAPPLIED FOR APRIL 2010 BY
THE LAND MANAGEMENT GROUP, INC
APPROVED OCTOBER 26th, 2010
NOTE WELL:
1. All storm water runoff from built upon areas
{i.e. impervious surfaces & roof drainage) to be
directed to the storm sewer collection system
(i.e. storm inlets or ponds) by awales, overland flow,
additional grading, or landscaping inlets.
0
I
( INOTE WELL: IT IS THE CONTRACTOR'S
iNOTE WELL. IRESPONSIBILITiYTOENSURET14ATTHE
.MI '
j CONTRACTOR TO ADJUST j
CONTRACTOR TO COORDINATE MATERIALS NIMUM SEWER SLOPES SPECIFIED BY j ALL SEWER MANHOLE RI
ALL +
AND CONSTRUCTION METHODOLOGIES j co
STATE REGULATIONS ARE ACHIEVED. TO FINAL GRAPE -w
FL
WITH THE TOWN ,OFLELAND j I I I I (TYPICAL) i io
IPRIOR TOCOMMENCING. THESE MINIMUM SLOPES ARE i
PLEASE CONTACT JIMMY STRICKLFjND0.30% FOR 6'DfAMETER PIPE _ ___ __ e_____ ( im
- -- -_.....
AT (910) 371 -_._.. ..
( ) 0149 ( 0.40% FOR 8"DIAMETER PIPE I : a0 N m m'
i DEVELOPER'S IN PECTOR TO BE ( 0.28% FOR 10"DIAMETER PIPE I n o m ,j 77 I.
NOTIFIED PRIOR TO INSTALLATION I 0.22%FOR 12"DIAMETER PIPE i '+° N w ei °',
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+ CREST STA.4 15.03 I
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C' SAG STA 5+36.38 ', I Co W U
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;
----SAG ELEV.21.48.
CREST STA.6+86.92
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in . ,4 V � Q' I N. oro2 � w r< a? Leo m LO i CREST ELEV23.80
N+DNN,i I O+IN+N, I tN�{�++aN p
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NIW0WfAW , I yWN GRADE
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in
BENDS & 8"x8"
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103.39' OF WI RCP I 137.6V OF 36" RCP ( I 85.69OF 30" IRCP o
no o,
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- NOTE WELL
i MULTIPLE UTILITIES SHOWN GRAPHICALLY
IN PROFILE. DEVIATIONS NOTED I AS SHOWN. I
' MAINTAIN 36" COVER AND USE, DIP AT I i
0
I
A :'PVC 0 41 /o
CROSSINGS WHEN REQUIRED. � ES E REQU ED. I 910
I i 145
! SEE COVER SHEET NOTES. 7B.12' OF 8" PVC
_78.06'0�8%PVC --- '- --.._ _.,...... __... .........._._ ._..__._
I ! 171.40'OFB"PVC 0"41%'-""'"----- -"coo
120:02'OF8"PVC 0.41°k j r-. op
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C-900 PVC OR DIP, IS TO BE> -
=O� OZ IUSED FOR ANY SEWERS WITH A I Z- Z- Z
?- nFPTN (BEATER friwAM b' TVDICAL\
a)
N
STATION 15+00 THROUGH 21 +00
CROSS WATER CIRCLE (A)
STATION 0+00 THROUGH 8+50
CROSS WATER CIRCLE (B) -
REV. NO. I REVISIONS I DATE
Copyrighta HsnoverDesVn Servkas,PA,AgdglOmserved. RaproauUion cruse ofMe[mdents&Mls documem, areddll/ons Wddagons 0 MIS
documont In whole roped. wilhouf wTfran consent ofthe Land Surve)w or, Englnaor, is proNaded. Omycopies from no &VkW off ile dotlanent
marked win Me croialslpnefure and oral seal ofthe Surveyor or Erq/neer, shall be considered lobe wwi rue copies.
u- 60' RIGHT OF WAY
LILLIBRIDGE--
DRIV_ E
I------------
"
I
IIIII co
I
MAINTAIN
36"COVER
'n
I
159.92' OF
I
24" RCP
o
O N
O U Ira
i
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PLANS & PROFILES
Brunswick Forest
Phase 1 SECie 4 M gr //}1 � °
LOCATED IN TOWN OF LELAND._ BF I SWICK�CIi
O". rHCAROLINA
�# %.L ti CARD( &•.,.
$�,� Ot�ESSIQy9ti9 �'.�
OWNER: TIMBER, LLC --'
Evangeline Drive
10°7 E
�e SEA(. <
2 ' '
Leland, NC28483 51 phone:[phone]
S
20007
IN
••., ••.......... �
HANOVER DESIGN SERVICES, P.
• i N„••`+,
LAND SURVEYORS, ENGINEERS & LAND PLANNERS
I • o • 4
„23FLORAL PARKWAY j
1123WILMINGTON.N.C. 28403
dhoilis ®hdsilm.com
PHONE: [phone] \\
® i
1 5 1
Data:
i 22-14
Scale:
HORZ: 1- 50'
VERT.: 1 = 5'
Drawn:
DBB
checked:
DSH
Pro)eat No:
8S29 P1S4
Slroet Nw
33
at "

50, 0' 50, 100,
I MEMO MEMO
\P SCALE /N FEET. 1 "= 50'
64
E,65
\
-62
PROPOSED ` \
& CONCRETE61 1�^ 66 \ \ \ '
SIDEWALK $ \ \
_ n
L `P / / / / / / rr / / i: • /q-4• . PROPOSED
8"SEWER MAIN 67
— TYPICAL
\�L\P
• // /' /V Y Y Y Y y e\
8 F H
/ / '' • FIR HYDRANT •\ \, '---� ,_ _- -
// / (1,9)°it• . / +/.. / PROPOSED ._'._._.__.--_ ASSEMBLY
5' CONCRETE Q� � �._,,,
/ / / / ^•, •�� g"� � /$ / � . SIDEWALK v _
/�- i• PROPOSED / PROPOSED 94-�,�
8" SEWER MAIN , , 8 •, / 8" PVC ,' �' 1• \
(TYPICAL) / ;..• / WATER LINE \ I \ \�\• 70 \ \
i • i NECESSARY.
BENDS &FITTINGS
Do
91 \
tfi Yr r 1 PROPOSED ��\ 1$ 71
5 ,. 8" PVC PROPOSED
% • PROPOSED WATER LINE 1-8" GATE VALVE \� �• w M
`57
I
56
1�a
r
S / AS NECESSARY,GS \
--- / STORM SEWER I � •-
CYPICAL>90 \ 7 � J
60
. �' .. 89 \ �/' i�yTOF 73
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it t
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it 1
\ \ \ \ \ \ Ex.VP
C)
V� pUBCI RESTORE PAVING &
SIDEWALK TO "AS NEW"
74
;a. 75
PROPOSED
87
8"i' I __ \i
._ . PVC .,,• ,,, -' •� A �•., \•� .. \ PROPOSED
j� WATER LINE /\ OM� _ - `�\�` \, ` 14 76 5' CONCRETE '
\ \ ro
` ,• � / \ \ _._SIDEWALK
ON
•�C� `�6 \ .\+ ";.\ ` \. :�.. •� �\ PROPOSED f / / 7 r 041,
\ 8"SEWER MAIN 8
- `� _.,,1( \` •',. \•,\\ (TYPICAL) I\ f
I't` i 85 \� .,� \[PROPOSED' N !.
PROPOSED �•�. \ 13 51SD5WRLKE �, !�21i 53 `•
FIRE HYDRANT \- �g�„ \
.` i R
ASSEMBLY \ ... ` , ._ ,.. o
-55 • -, J` 8
}}
1 / PROPOSED .� v-� - �� ,.. ,. "'."• _ m
PROPOSED'
I- GATE VALVES', SIDEWALK
1-8"TEE
_ ..._
PROPOSED.. \ w: _--24'i ( 83 \' \
5
5'CONCRETE
SIDE5
I.- 1
3 52 56 �� --- .
48
47
\ \ �.•` `` m® � \, �� --- —_..../. I ©
�CONTRAADrusT
SEWERUJNHO
Sim WATER; CIRCLE(C) o g � ALL E RIMS
l
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I f i +NIY)N+N I +NQ +N ( TO FINAL GRADE
i ; I i j I ! 1 ' , ! SAG STA.3+70.38 I ~U U• ~ j iI
N~U WU Nd ~
i II (TYPICAL)
jN W rnWNWNW
CREST STA 1+94.61
ILIdSAG ELEV21.73 CREST ELE22.4I
SAG STA.7,+39.:
I n A 4 a n •� n N^ � I j I i N ! I SAG ELEV,,22.0
h ; 'Nm�i OIN i `t ' +Nn+N+cd ! m i c
U I F�F�FI� _ ! N F� �FW j Icc CREST STA.5+57.30 CRESTELEV.22.72 ` N I , !a)f
m w N W rnrw = g y y w y W 2 ! ( _ EXISTING GRADE f
I ��
I UU
� tY s U Q: S
I
I
I -
EXISTING'GRADE ;. M i i
25
1.8 it 1 MAINTAIN I I I I 1
20 ® _ W-COVER I
8" TEE 54.05' OF 8"PVC WATER 74.26':OF 8-PVC I , ,
178 02' OF 24" RCP �r/%�, 73 7T OF 24" RCP
PNV1810_
/ % ��` /' ' INV 184 I
1 24" RCP PROPOSED 325.76' OF 24" RCP i @i0.41% I
.4
144.00AF 8' PVC / � .4i /o � 1 I
a { , 744.00•;OF 8` PVC
i o i FlE1NfINGS AS ` @� .4 • ' •'�rii'
/ u
15 / i/�' -- - - -- - - NECESSARY - j--� -- Z O--a144.00'OF8 PVC;— ? -- - ---I--� - I -- --I - - -- -
'-- �I—.-- - O — 1--
v I I BENDS &PROPOSED BENDS & I Q
(6' i j FITTINGS AS DIP WATER I go I FITTINGS AS
D W 1 ( I NECESSARY. (TYPICAL) I NECESSARY. 1,6IiC
;a
MAINTAIN
10 CLEARANCE OR _.'__.-----.__._ _IT_-------_- L-------._
--USEDUCTILE-
IRON PJPE SEWER PIPE (SIZED 8" THROUGH 12") I MULTIPLE UTILITIES SHOWN GRAPHICALLY ! i
SEE NOTES ON j ! SHALL BE CLASS!150, SDR18. I 11N PROFILE. DEVIATIONS NOTED AS SHOWN. j
COVERSHEET iCONFORMINGTOAWWAC800 MAINTAIN 36" COVER AND USE DIP AT
1 I; REQUIREMENTS.! !CROSSINGS WHEN REQUIRED. i
I SEE SPECIFICATIONS FOR ADDITIONAL ! [SEE COVER SHEET NOTES. i I ,
O O MIP MM NjIO NIO
N N N!N N!N NIN NIN
WITH SIDENALK 2,V WITH SIDEWALK
J� �� \/� `/\7j1`\ �//\; • . � v ♦ < e..� .� � _ __-. - Fir v/\jJiS$io�i�t�v: �.i�
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GRASSEDSIDEWALK GRASSECIAREA SIDEWALK
1-1
2'VALLEY CURB ASPHALT
]50'R/WSTREET•CROSSWATER CIRCLE
h1
U, OZ
Zzo
}- o
PROPOSED FINISHED
ERE
ow
SURFACE CENTERLINE
,
1 ELEVATION
--4
po
M
1n
M
o
M
Inn
M
1
00
1
50
tPROPOSED CENTERLINE
ALIGNMENT STATION
PROFILE LEGEND
Mint n.- n'n a)jn
Nj0
N�N NN NIN N N
I
I I I
54% 5+50 6+,00 6+50
"'NOTE WELL:
i- EQUIPMENT CLEARANCE MINIMUM I& FROM
TRANSMISSION LINES TO BE MAINTAINED
ATALL TIMES. (REFERENCE: OSHA1910.269)
2. ANY TREE, OR SHRUB CAN BE PLANTED WITHIN THE RIGHT-OF-WAY
AS LONG AS THE MATURE HEIGHT IS 12 FEET OR LESS.
WHEN PLANTING TREES AND SHRUBS, PLEASE REMEMBER TO
LEAVE SUFFICIENT SPACING TOALLOW UTILITY MAINTENANCE
VEHICLES ACCESS WITHIN THE RIGHT-OF-WAY.
NOTE WELL:
1) CONTRACTOR TO ENSURE THAT
STREET PAVEMENT & CURBING IS
PLACED SO AS TO DRAIN POSffIVELY
TO CURB INLETS AND DRAINAGE
STRUCTURES.
1
+ N N M + N
i I Q�jrnN Q� (
I
i I J
W ' to WN
N W I !
j 0.53°
.44
MAINTAIN ( i j
MAINTAIN
36" COVER ; '
36 COVER
j
PROPOSED 8" PVC WATER
—&
j
BENDS
N CESSARY
i I
NOTE WELL: IT IS THE CONTR
RESPONSIBILITY TO ENSURE'
MINIMUM SEWER SLOPES SPE
STATE REGULATIONS ARE ACI
THESE MINIMUM SLOPES ARE:
0.60% FOR 6"DIAMETER PIPE
0.40% FOR 8"DIAMETER PIPE
0.28% FOR 10"DIAMETER PIPE
0.22% FOR 12'DIAMETER PIPE
mjo 3m 0
NIN NIN NIN
i I (
7+50 8+00 8+30
NOTE: DELINEATED 404 WETLANDS LINE
HAS BEEN APPROVED BY THE US
ARMY CORPS OF ENGINEERS. SEE
ACTION ID: 2007-00530.
REAPPLIED FOR APRIL 2010 BY
THE LAND MANAGEMENT GROUP, INC
APPROVED OCTOBER 26th, 2010
NOTE WELL
1. All storm water runoff from built upon areas
(i.e. impervious surfaces & roof drainage) to be
directed to the storm sewer collection system
Cue. storm inlets or ponds) by swales, overland flow,
additional grading, or landscaping inlets.
8 y _ mm
8'RPVC OPOSEO v~j PROPOSED
WATER LINE STORM SA
EWER ? L
BENDS & FITTINGS 81 AS NECESSARY.
I
Ja J
J —Y�
� W' 2
CREST STA.12+99.88 to y WfD WI
I I CREST ELEV23.17 j a 51 j • H3O
N i I
^NNIN'N I
nW i1
!
NNIWy
U U e EXISTINGjGRADE
i
o '
poi
NOTE WELL:
CONTRACTOR TQ COORDINATE h
AND CONSTRUCTION METHODOLI
WITH THE TOWNIOF LELAND
PRIOR TO COMMENCING. _
PLEASE CONTACT JIMMY STRICKI
AT [phone]
DEVELOPER'S INSPECTOR TO BE
NOTIFIED PRIOR;TO INSTALLATIO
AND TESTING.
I ,
i
1
� NOTE WELL: i
C-900 PVC OR DIP IS TO BE
1 USED FOR ANY SEWERS WITH A
DEPTH GREATER THAN IT (TYPI
�j
h1N
ISO
lO,i<0
rNIINN
UiP-
m
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10}so
11+00
11450
12+00
12+50
13+00
13+50
14+00
14}50
15}0(
STATION 0+00 THROUGH 16+00 ,
CROSS WATER CIRCLE (C)
CCPWVhe,NenovmDesWServlces,PA..V[ hfsreserved. Repmducdon ause Ware anfaas dads document, afedmBMs erdelefbnsroads
documenf, m whae oryarL wfareu! wrlhen consent orme S w yw ar6nor En9lnear, (s yrahlbited. DM'cePles Nam 8re ord aWs Document,
mmledwun are arigaaapnenYe mModONel see/ arrre BurYeyorwEasroeer, mrelrm consteered roae va8denaewape&
078%
MAINTAIN
36"COVER
PLANS & PROFILES
Brunswick Forest'
MAR a S 2014
Phase 1 SEC. 4 BY:
LOCATED IN TOWN OF LELAND BRUNSWICK COUNTY,
SE AL
20007
t • 27.
OWNER: FUNSTON LAND & TIMBER, LLC
1007 Evangeline Drive
Leland, NC 28451 phone:[phone]
HANOVER DESIGN SERVICES, R
LAND SURVEYORS, ENGINEERS & LAND PLANNERS
1123 FLORAL PARKWAY
WILMINGTON, N,C. 28403
PHONE: [phone]
Dale:
1 22-14
Scale:
HORZ•: r`=50'
VERT.: 1 "= 5'
Drown:
DBB
Checked:
DSH
Proieet No:
8829 P1S4

l57
I'
E HANOVER DESIGN !1!
SERVICES:"BRUNSWICKFOREST
Phase 1 Section 3"
_ -_-- - Existing Permit
DEH Serial No. 0700510
RESTORE PAVING & I; '
SIDEWALKTO "AS NEW"
CONDITION. IIt
r �
1 ELM_O__RE_
Ex.11P 80PUBLIC R/W Ex.UP
EXISTING
12"PVC- - - - - - —
WATP;I LINE - - ._
-�J PROPOSED
i 8" PVC WATER
BENDS & FITTINGS
` AS NECESSARY.
_-PROP0$ED
SIDEWALK
f
76 77 `. 78 1.
1 1 53
12
\\ PROPOSED j MH 2
PROPOSED �5' GONCREE \ /
W SEWER MAIN 13 SI LK
(TYPICAL) \ .�
-------'- - RA P.
PROPOSED � s ' .5STORM SEWER t- PROPOSED
(TYPICAL) rn 5' CONCRETE
SIDEWALK
81 80 79
PROPOSED
FIRE HYDRANT
ASSEMBLY
PROPOSED 3.8" GATE VALVES
8" PVC WAER 1-8" x 8" CROSS
BENDS & FITTINGS
AS NECESSARY.
I
PROPOSED
8" PVC WATER
BENDS & FITTINGS
AS NECESSARY.
\ 59 0' 50' 100,
PR POSED..y
SCALE IN FEET 1 = 50�-.� / 5 SID CRC I
I
I
t
PROPOSED
I
1
10'.DRAINAGE
EASEMENT
(TYPICAL)
/ I O
M
i EXISTING
WATER LINE
—I!
12"iMV
EXISTIN
12 PVC
WATER
Dal E i .
Y j
i !
I �
i
I
i
h
-
�
COMMON y !
;NOTE WELL: IT)S THE CONTRACTOR'S
CROSSWATER CIRCLE(c) iRESPONSIBILITYTOENSURE TMATTHE
MINIMUM SEWER SLOPES SPECIFIED BY
n CONTRACTOR TOADJUST STATE REGULATIONS ARE ACHIEVED.
I ALL SEWER MANHOLE RIMS
; TO FINAL GRADE!
(THESE MINIMUM SLOPEI
35
=
;(TYPICAL) '
J
0.60% FOR 6"DIAMETER
-i_-
--- -- -- _ T_
m °
w 10.40%F6R 8"6IAMETER
'
U)
m o � OM; m
0.28% FOR I WDIAMETEF
1+ N N
10.221/6 FOR 12"D'IAMETEI
ri
'�
1 INW y NW
30-
1 CREST STA.16+75.08 !
CREST ELEV.23,87 I
4
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S , Nm
! "
25
EXISTING�GRADE N
0,760
1
1 PROPOSED 8"'
i I
PVC WATER !
Jr
EXISTING / 'I PROPOSED
121PVC / } 8"SEWERRMMA„ IN / y
WATER LINE // (TY �)
'{
w
1 � r
CONNECT TO EXISTINGSTUB
' UT
CHLORINATE TO G.V.
NEW WATER MAIN
~ PERMIT (SEE PROFILE) 1 s
' co I \
(I PROPOSED
8" PVC WAER N 6L-lf BENDS & FITTINGS
AS NECESSARY.
I g Y
MoP S Q
Y9'
NDl -iO4,
is IT
... ! S
HANDICAPjiL-•-+ti{ F t
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w 5' CONCRETEge.._- . .
SIDEWALKCO
EZ if
I I Y
TI SEE HANOVER DESIGN I I
SERVICES: "BRUNSWICK FOREST +
Phase 1 Sectlon 3"
1\ I Existing .milt
I DEH Serial No. 0700510
W1 PROPOSED
J(J \ 8"SEWERMAIN
(TYPICAL) I 17 00
tt W.9t
( PROPOSED
51 CONCRETE SIDEWALK I
_ILLIBRIDGE DRIVE
171.25' OF 24" RCP 159.92' OF 24" RCP 9D• 33 86' OF 43.94' OF
! 24" RC
! $j to 44 LF OI
! 24" RCF 24" RCP
j ! m; r, 24" RCP
I I ! N c m �o
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I WELL
I � NOTE
I CONNECTTO EXISTING 2�,.: 2L o
TUB -OUT. 0
S e
�
i c
i r
' p ' MULTIPLE UTILITIES SHOWN GRAPHICALLY ' � '- � � �
o 1 . I i
DEVIATIONS NOTED AS SHOWN.
IN PROFILE, DEVIA �C
CHLORINATE TO:G.V. � rn
NEW WAERMA�N
i
1 + I - Z
15
15
PERMIT SEE PROFILE)
( LE) Z
�Z_
1
T
_ _ _
MAINTAIN 36 � COVER AND USE DIP A
I ---- - �z CROSSINGS WHEN REQUIRED ! I
I
SEE HANOVER DESIGN I MAINTAIN
l
SEE COVER SHEET NOTES. I ! I
SERVICES:"BRUNSWICKFORE ST ;CLEARANCE OR
8" PVC 0.41 % I '
Phase 1 Section 3" j
Existing Permit ! 1 USE DUCTILE
'
! !
115.58' OF 8" PVC' 0.41% 1 'SEE
DEH Serial No. 0700510 �+! IRON PIPE
NOTES ON
Ni N f e•'a !
I ! 1 �o COVER SHEET
10
10
10
WELL:
C-900 PVCR DIP IS TO BE
-
i
SEWER PIPE (SIZED 8" THROUGH 12")
; SHALL BE CLASS j150, SDR18. !
CONFORMING TOAW WA C900NOTE
i REQUIREMENTS. ; !
SEE SPECIFICATIDNSFOR ADDITIONAL
2Lp
NODE WELL !
C-900 PVC OR DIP IS TO BE
WITHA
i
i
USED FOR ANY SEWERS WITH
I,
! PIPE SIZES, CLASSES AND SCHEDULES.
5
5
USED FOR ANY SEWERS
'THAN 12'
DEPTH GREATERITHAN 12' (TYPICAL),,--�
! (TYPICAL). i�
;
DEPTH GREATE (TYPICAL).
m ojvfOi
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80' RAN
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WITH SIDEWALK
s' 1 IT I ie is
GRASSEDAREA\
SIDEWALK GRASSED AREA » i.Y S9.5A '• WABC SIDEWALK
2' VALLEY CURB ASPHALT BASE COURSE
«NOTE waU 8V RAN STREET SECTION LILLIBRIDGE DRIVE
PAWYO f TFAaMW AID VJB=40E REQUIll VEMS NOT TO SCALE
ANYSE IN:RFASID PER RECOAGIDO WN OF (EOTETYWA
CONSULTANT.
CONTIM R RESPONSIM£ FOR COMPACTION TE'4M
10
Z
ZZo
Nos PROPOSED FINISHED
a_T.i SURFACE CENTERUNE
w / ELEVATION
,
o
M
in
M
soepp
M
to
M
1
00
1
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tPROPOSED CENTERLINE
ALIGNMENT STATION
PROFILE LEGEND
N
isN
— � •.-C` �, CN
Q�WA ZB �=..� ^o PROPOSED
:50' STORM SEWER
R
S��'(TYPICAL)
\ `\
\
�.-
y 'IN
0. Ne
- -r. ,Z0• 1,�*y' PROPOSED
4S WER MAIN
(TYPICAL)
.09
PROPOSED \• \ PROPOSED; J }
PROPOSED £-lf\ 10 DRAINAGE
r 8" PVC WATER PROPOSED y 64-WALK Cy j EASEMENT \ „%
FCONCRETE `. `A°
PROPOSED BENDS a FITTIINGS a� \` j % / \ (TYPICAL)..\ \\ :y ••�
`. STORM SEWER AS NECESSARY. SIDEWALK ' \ r ... ( `
(TYPICAL) \ .� \ _ ..\\ � \ � .`
\
PROPOSED
4" FORCE MAIN
\ - ��', \ t \ SEE HANOVER DESIGN
\ ��\SERVICES: "BRUNSWICK FOREST l \ ~
t Phase 1 Section 4
Rump Station 5C"
Plans and Profiles.'/-
�� \ \ jPROPOSED
\�
3%4"WA ER SERVICE
1,311,117
`.BENDS & FITTINGS
%/• 'AS NECESSARY.
00
PROPOSED � % � v � t .^,: A �oC*,��
5CONCRETE
PROPOSED SIDEWALK
::N' � _..6" PVC WADER LZ A:.'/ .�/ _.._/3a � -•.. �' ;,�. \\ \ 1,... \
N! BENDS &FITTINGS J, h / r 7,"" `` �• e\
CAMON M AS NECES SARY. -� `/ ry . �! \`•: - �\
M �N
CY AR�-' 5'CONCRE E PROPOSED
\.
PROPOSED
SIDEWALK FIRE HYDRANT f j i' OL-lf ! f ; , `. i, �F. /' /• '\. \\ �.
60 RIGHT OF WADY
RE HYDRANT % 1-8" GATE VALVE
ASSEMBLY
GATF'7ALVES' 1 L UB RI'DG DR1�/E PORARYEND ,&-
1
PROPOSED
Y
" HANDICAP
2
PROPOSEM
2-8" GATE V L
x8" OSS 3
, N
++�u�PROPOSED
1-8" GATE VALUE /i1 / PROPOSED
Z -lf 1.8"x8"CROSS 5SIDEWALK t•. - f !
PROPOSED J \
°-�••—V CONCRETE \ O J I
SIDEWALK } CUj
C Of
\.
_PROPOSED
{ STORM SEWER / O
(TYPICAL)
O PROPOSEDCONCRETE
,+
Lip /r U (� SSIDEWALK
PROPOSED � 1, I �
8" PVC WATER / : I /
BENDS & FITTINGS PROPOSED
, AS NECESSARY .1 ' 0' 50' 100' 8' PVC WAER
0 BENDS & FTIT11
BENDS
CONTRACTOR TO COORDINATE W
AND CONSTRUCTION METHO_D_OLO
WITH THE TOWN,OF LELAND
PRIOR TO COMMENCING.
PLEASE CONTACT JIMMY STRICKU
AT [phone]
DEVELOPER'S INPPECTOR TO BE
NOTIFIED PRIORTO INSTALLATION
AND TESTING. i
OTE WELL:
1. EQUIPMENT CLEARANCE MINIMUM 16 FROM
TRANSMISSION LINES TO BE MAINTAINED
AT ALL TIMES. (REFERENCE: OSHA 1910.269)
2. ANY TREE, OR SHRUB CAN BE PLANTED WITHIN THE RIGHT-OF-WAY
AS LONG AS THE MATURE HEIGHT IS 12 FEET OR LESS.
WHEN PLANTING TREES AND SHRUBS, PLEASE REMEMBER TO
LEAVE SUFFICIENT SPACING TOALLOW UTILITY MAINTENANCE
VEHICLES ACCESS WITHIN THE RIGHT-OF-WAY.
NOTE WELL:
1) CONTRACTOR TO ENSURE THAT
STREET PAVEMENT & CURBING IS
PLACED SO AS TO DRAIN POSITIVELY
TO CURB INLETS AND DRAINAGE
STRUCTURES.
NECESSARY.
J SCALE IN FEET 1 "= 50' l
/
I iCONTRACTOR TOADJUST
W m
a
ALL SEWER MANHOLE RIMS
F-
,
I TO FINAL GRADE
(TYPICAL)
v7 �_EL
I
o
p !
Ulw yw
WNW
UU
UU
!
SAG STA.6+9.4.19
CREST ELEV.24.07
I
! SAG ELEV 21.55
!
b
OD
MM
i
K
R_
46.74' OF
I
BMx8�
18" RCP
i71-
6-
aaYz___--
eEozwz �
9HwO; P
it STI
PROPOSED`
!'!ARNADMIPSP Cy)
PROPOSED
'i---5' CONCRETE
SIDEWALK
I ` CN ;N
N..
PROPOSED]
W SEWER MAIN
(TYPICAL)
CREST ST6.7+95.14
CREST ELEV21.89
n N,p fV W
+ N N + N
cnw!�OJmw '
i i t
I i
6 r .-
>> j
> Z.
Z
o0
i
FELL: I
I
Z
—
'IPLE UTILITIES SHOWN GRAPHICALLYI
MAINTAIN i
OF
18RCP
18" R
_
>> >>
MAINTAIN
ROFILE. DEVIATIONS NOTED 'AS SHOWN.
CLEARANCEOR �
I
Z Z
� CLEARANCEOR
TAIN 36" COVER AND USE DIP AT
USE DUCTILE
(
USE DUCTILE
*SINGS WHEN REQUIRED. j
IRON PIPE
IRON PIPE
COVER SHEET NOTES. !
`SEE NOTES ON I
SEE NOTES ON
i I
COVER SHEET
j COVER SHEET
WELL:
-R PIPE (SIZED 8" THROUGH 12'9
NOTE: DELINEATED 404 WETLANDS LINE
HAS BEEN APPROVED BY THE US
ARMY CORPS OF ENGINEERS. SEE
ACTION ID: 2007-00530.
REAPPLIED FOR APRIL 2010 BY
THE LAND MANAGEMENT GROUP, INC
APPROVED OCTOBER 26th, 2010
NOTE WELL:
1. All storm water runoff from built upon areas
(i.e. impervious surfaces & roof drainage) to be
directed to the storm sewer collection system
(i.e. storm inlets or ponds) by swoles, overland flow,
additional grading, or landscaping inlets.
I
I �
D
N N N
NIN O
i
Z
)0 6450
7+00
STATION 15+50 THROUGH 19+00
CROSS WATER CIRCLE (C)
STATION 0+00 THROUGH 12+50
LILLIBRIDGE DRIVE
REV. NOREV�REVISIONSIDATE
CopydghiO,HmowrDesVn Services,PA,AgegNsrewvod. Reproduction arose of Via contents of documet oreftions arewedons to INS
document, to whata apart. withwi written consent oftoe LaMSaveya orEtt0w.isp,ahbled. Onycoples Ban Moodginal Wens do "".
marked with the orpinal signaiwe and angina* seesofft SaveyW or Engl . shafibe considered tube vaadaal rose copies.
CONTINUATION. N N
NAS ~(FUTf//RE DEVELOPMENn - ..
PROPOSED ` \' `\
t 8" SEWER MAIN
(TYPICAL) \
C••+ \\
L
LLI
bS�S<c
SS
Ld
PROPtRT-Y-OWNER
I
�W'IIN FUNSTON
LAND
1
}
WELL: IT IS THE CONTRACTOR'S I U.
)NSIBILITYTOENSURE THAT THE i 0w D
UM SEWER SLOPES SPECIFIED BY 2'p
REGULATIONS ARE ACHIEVED, W a _
,MINIMUM SLOPES ARE: !
FOR 6"DIAMETER PIPE i. , I 35
FOR VDIAMETER PIPE
._ _ -._ _ I_
FOR 10-DIAMETER PIPE
FOR 17DOIAMETER PIPE
I
SAG STA,9+13.55 j CREST ST..10+50,48 1 ( t;4
SA06G
ELpE-V21.10 j I CREaS-rTo ME- LE-- .2-1—.70
--._... 30
QDOOM T- MNn
WNN}N 0
tO q TEMPORARYEND OF PAVEMENT &
SIDEWALK. CONTINUATION IN NEXT
cu^ 1?j d !PHASE (FUTURE DEVELOPMENT).
rn;wN,�vrw ( NWNW0W
_�afiaaa ! 25
co
EXISTINGiGRADE
`
=jam
_ 04
I
_
-------� —_T4JR.' /
!
!PROPOSED8"
DIP WATER
I
,
'LQ
M
!
.. .---------
.___;.
.............._._.
pROPOSED!8"PVC WATER
PROPOSED 8"PVC WATER I
i
I
i
-
I !
--_ .
15
'
I
!
!
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MAINTAIN
CLEARANCEOR
USE DUCTILE
j
v
IRON PIPE
SEE NOTES ON
I !
i I
COVER SHEET
10
PLANS & PROFILES
Brunswick Forest;
Phase 1 SEC. 4 MAP, a � z�ik
LOCATED IN TOWN OF LELAND BRUNS COUNTY. NORTH CA WA
=QQ04ESS10 as 119 ��' OWNER: FUNSTON LAND & TIMBER, LLC
1007 Evangeline Dive
SEAL L Leland, NC 28451 phone:[phone]
• 20007o
= =
HANOVER DESIGN SERVICES, P
LAND SURVEYORS, ENGINEERS & LAND PLANNERS
r G•S• ../Y 1123 WLMINGT NPARKWAY
s / Y i PHONE:[phone]
dholiis 0 hdsilm.com
oats:
122-14
Saab:
HORZ: 1 "= 50'
VERT.: i"=5'
Crean:
DBB
Checked:
DSH
Project No:
8829 P1S4
sheet No:
5
ae 9

ow
M
M
on
M
M
1
00
1
50
STORM SEWER:�4-4,
34-3'1
ST MH2i & 34-1
(
STORM SEWER:JL-3, JL-21& JL-1
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25
25
25
25
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20
20.26 36" RCP
20
I
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140.73' OFI36" RCP
I
2171.09' OF 36' RCP
; WSEL
16.0
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P
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15
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15
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10
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1+,00
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woa?PROPOSED FINISHED
o_"ii SURFACE CENTERLINE
'� o w ELEVATION
tPROPOSED CENTERLINE
ALIGNMENT STATION
PROFILE LEGEND
"*NOTE WELL:
1, EQUIPMENT CLEARANCE MINIMUM 16' FROM
TRANSMISSION LINES TO BE MAINTAINED
AT ALL TIMES. (REFERENCE: OSHA 1910.269)
2. ANY TREE, OR SHRUB CAN BE PLANTED WITHIN THE RIGHT-OF-WAY
AS LONG AS THE MATURE HEIGHT IS 12 FEET OR LESS,
WHEN PLANTING TREES AND SHRUBS, PLEASE REMEMBER TO
LEAVE SUFFICIENT SPACING TO ALLOW UTILITY MAINTENANCE
VEHICLES ACCESS WITHIN THE RIGHT-OF-WAY.
NOTE WELL:
1) CONTRACTOR TO ENSURE THAT
STREET PAVEMENT & CURBING IS
PLACED SO AS TO DRAIN POSITIVELY
TO CURB INLETS AND DRAINAGE
STRUCTURES.
NOTE: DELINEATED 404 WETLANDS LINE
HAS BEEN APPROVED BY THE US
ARMY CORPS OF ENGINEERS. SEE
ACTION ID: 2007-00530.
REAPPLIED FOR APRIL 2010 BY
THE LAND MANAGEMENT GROUP, INC.
APPROVED OCTOBER 26th, 2010
NOTE WELL:
1. All storm water runoff from built upon areas
(i.e. impervious surfaces & roof drainage) to be
directed to the storm sewer collection system
(i.e. storm inlets or ponds) by swales, overland flow,
additional grading, or landscaping inlets.
ADDITIONAL
POND 34
PROFILES &
& POND
TABLES
JL-2
IREV. NO. I REVISIONS I DATE (�
CopyrlghRD, HehoverDeSen Services, PA.. AN d9Ns,esewit. Reproduction or we olthe contents of Mile door t oraddlions ordaletiow to gas
document, N whole orpK without wrieen consent of me tend Surveyor or En9Meor, is prohmed. ONa
ycoples bon) the WWWofW9 ii
malted with the odgMal SVMU Ne and orWal seat of Me Surveyor orEnlh a r, shag be wsldems, to be vaildeW low copla,
Sewer: LILLIBRIDGE DRIVE
MH-ID
MH-Rim
Invert
Size
Slope
MH-ID
MH-Rim
Invert
Length
1
20.80
4.00
8"
0.42%
2
21.44
4.71
166.49
2
21.44
4.81
W
0.41%
3
21.32
5.86
255.02
3
21.32
5.96
8"
0,41 %
4
21.85
6.25
72.35
4
21.85
6.35
8"
0.41%
5
21.85
6.85
121.29
Total
615.15
Sewer. CROSS WATER CIRCLE A
MH-ID
MH-Rim
Invert
Size
Slope
MH-ID
MH-Rim
Invert
Length
5
21.85
6.95
8"
0,41%
21
22.09
7.31
88.52
21
22.09
7.41
8"
0.41%
22
22.23
8.65
301.64
22
22.23
8.75
8"
0.41%
23
21.64
10.36
392.79
23
21.64
10.46
8"
0.41%
24
21.21
10.80
82.30
24
21.21
10.90
8"
0.41%
25
1 21.94
11.94
1 254.62
25
1 21.94
1 12.04
1 8"
0.41 %
1 26
1 21.94
13.03N
26
21.94
13.13
8"
0.41 %
27
21.59
13.7627
21.59
13.86
8"
OA1%
28
2409
15.34Total
Sewer. CROSS WATER CIRCLE B)
MH-ID
MH-Rim
Invert
Size
Slope
MH-ID
MH-Rim
Invert
Length
5
21.85
6.95
8"
0.41%
6
22.26
7.87
225.44
6
22.26
7.97
8"
0.41 %
7
21.88
8.31
82.83
7
21.88
8.41
8"
0.41%
8
22.16
8.91
120.02
8
22.16
9.01
8"
0.41%
9
21.85
9.71
171.40
9
21.85 .
9.81
W
0.41%
10
23.05
10.13
78.06
10
23.05
10.23
8"
0.41 %
11
24.13
10.55
78.12
11
24.13
10.65
V.
0.41 %
12
23.11
11.25
1 145.91
Total
1 901.78
Sewer: CROSS WATER CIRCLE (C)
MH-ID
MH-Rim
Invert
Size
Sloe
MH-ID
MH-Rim
Invert
Length
12
23.11
11.35
8"
0,41 %
13
24.11
12.07
175.58
13
24.11
12.17
V.
0.41%
14
22.83
12.90
177.63
14
22.83
13.00
8"
0.41%
15
22.66
14.60
391.27
15
22.66
14.70
8"
0.41%
16
22.42
16.02
322.06
16
22.42
16.12
8"
0.41%
17
22.82
16.71
144.00
17
22.8
1 16.81
8"
1 0.41%
1 18
1 22.64
17.41
144.00
18
22.64
1 17.51
8"
1 0.41%
1 19
1 22.14
18.10
144.00
19
22.14 1
18.20
1 8"
1 0.41%
1 20
1 22.47
18.50
74.26
Total
1,572.80
SEWER SYSTEM
BRUNSWICK FORESTsPhose i Section 4
--------
WTAL WAR
LILLIBRTnGF DRIV
615.15 LF 8' SEWER MAIN TOTAL
CROSS WATER CIRCLE (A)
1,875,37 LF 8' SEWER MAIN TOTAL
CROSS WATER CIRCLE (B)
901.78 LF 8' SEWER MAIN TOTAL
CROSS WATER CIRCLE (C)
1,572,80 LF 8' SEWER MAIN TOTAL
4,965.10 LF 8' SEWER MAIN TOTAL
WATER SYSTEM
BRUNSWICK
FORESToPhase 1 Section 4
----
mrAL WAIM
IILLIBRIDGE
1,143 LF 8'
DRIVE
WATER MAIN TOTAL (STA. 0+46 to STA.
12+03)
CROSS WATER
2, 0% LF 8'
CIRCLE (A)
WATER MAIN TOTAL ( STA. 0+19 to STA.
20+50)
CROSS WATER
CIRCLE (2)
WATER MAIN TOTAL (STA, 0+00 to STA.
8+08)
740 LF 8'
CROSS WATER
CIRCLE (C)
WATER MAIN TOTAL (STA, 0+00 to STA.
18+52)
1,862 LF 8'
5,841 LF 8'
WATER MAIN TOTAL
ADDITIONAL PROFILES & TABLES
Brunswick Forest
Phase 1 SEC. 4 '
LOCATED IN TOWN OF LELAND BRUNSWICK C ROLIN-*
%'.o�L,H CAROZ pry., B!�
J ,••FESSIQ••,S•g �'y OWNER: FUNSTONLAND&TIMBER, LLC
• • 1007 Evangeline Dive
SEAL 9� i S Leland, NC28451 phone:[phone]
20007 i
-,;,, ���•o��;;.��` HANOVER DESIGN SERVICES, P
L."D SURVEYORS ENGINEERS & LAND PLANNERS
1123 FLORAL PARKWAY
(4- WILMINGTON, N.C. 28403
dhollis ®hdsilm.com
r PHONE: [phone]
Dots:
1-22-14Scab:
HORZ: 1"- 50,
VERT.: 1 "= 5'
Warn:
DBB
ahe°ReO:
DSH
Project No:
8829 PIS4
Shoat No:
6
Oft 9

PROJECT LIMITS
THIS PHASE = 58.9 ACRES
( OUT OF PREVIOUSLY PERMITTED 453 ACRES*)
SEE PREVIOUSLY APPROVED DLQ PERMITS No. BRUNSWICK-2006-083.
THIS PLAN IS A PARTIAL MODIFICATION AND UPDATE OF THOSE PERMITS.
NOTE:
THIS PLAN TO BE UTILIZED AND
REVIEWED ONLY IN CONJUNCTION
WITH THE WRITTEN NARRATIVE,
WHICH IS AN INTEGRAL PART OF
THIS EROSION AND SEDIMENT
CONTROL PLAN.
100, 0' 100, 200'
SCALE IN FEET 1 = 100'
///4;
PROPERTY OWNER
FUNSTON LAND &
TIMBER, LLC.
i
RESTORE PAVING & P'
SIDEWALK TO "AS NEW" \� '
CONDITION.
FH
All sediment fence should be installed and maintained as shown
per the existing DLQ Permit # BRUNS-2006-083
NOTE:SEE REFERENCED DLQ PERMIT
FOR REQUIRED EROSION CONTROL
MEASURES.
TE WELL:
7SION CONTROL DETAILS AND SPECIFICATIONSAREAS PER THE "EROS
D SEDIMENT CONTROL PLANNING AND DESIGN MANUAL" OF THE STATE
RTH CAROLINA, DEPARTMENT OF ENVIRONMENTAND NATURAL RESOUi
'EST EDITION. PRACTICE NUMBERS REFER TO THIS MANUAL.
STABILIZATION TIME FRAMES,
SITE AREA DESCRIPTION
STABILIZATION
Perimeter dikes, swales, ditches and slopes
7 DAYS
High Quality Water (HQW) Zones
7 DAYS
Slopes steeper than 311
7 DAYS
Slopes 311 or flatter
14 DAYS
Atl other areas with slopes flatter than 411
14 DAYS
(TYPICAL)
3
SF
56
58
00- NOTE WELL,
ANY AREAS [IN -SITE WITHOUT ACTIVITY IN A 21 CALENDAR DAY PERIOD
SHALL BE TEMPORARILY STABILIZED AS PER THE SPECIFICATIONS.
ANY SLOPES TO BE STABILIZED AFTER 21 CALENDAR DAYS,
DETAILS SHOWN ARE TYPICAL OF INSTALLATIONS REQUIRED BY BRUNSWICK COUNTY
THIS SHEET DOES NOT PURPORT TO SHOW ALL REQUIRED CONSTRUCTION DETAILS, BUT
RATHER SERVES AS A GUIDE. THE CONTRACTOR IS RESPONSIBLE FOR ADHERING TO ALL
COUNTY AND STATE CODES AND CONSTRUCTION STANDARDS.
No geotechnlcd taathg has beat parrormed on slta No waronty
AREA
TE
52
NOTE WELL:
ALL PONDS TO BE LOCATED IN
RECORDED DRAINAGE EASEMENTS
OR DEDICATED COMMON AREAS.
Pipe Summary: Pond 34
Line
To
L Incr
Total R Ina
Total Inlet Tc
Total Addnl
Total Cap. Vel
Pipe
Pipe
Inv Inv HGL HGL Rim Rim Line ID
No.
Line
Area
Area Coefl CxA
CxA Time Syst (I)
R Q
Flow Full
Size
Slope Up Do Up Dn
min min iNhr
cfs ds
cfs cfs ft/s
in
% )
ft ft ft ft fl it
O O U O O ( )
1
End
217.0 0.00
18.30 0.00 0.00
7.32 0.0 29.4 4.3
31.64 0.00
41.35 34.68 6.60
36
023
15.00 14.50 17.72 16.82 20.50 20.00 34-1 TO Mh1-2
2
1
138.0 0.90
18.30 0.40 0.36
7.32 10.0 28.6 4.4
32.03 0.00
41.35 47.64 6.33
36
0.43
15.60 15.00 18.08 17.77 20.80 20.50 MH-2 TO 34-3
3
2
20.0 1.90
17.40 0.40
0.76
6.96
15.0
28.5
4.4
30.51 0.00
39.06 51.09 6.18
36
0.50
15.70 15.60 18.18 18.15 20.80 20.80 34-3 TO 34-4
4
3
394.0 1.80
12.30
0.40
0.72
4.92
20.0
26.3
4.5
22.37 0.00
27.83 19.94 4.20
36
0.08
16.00 15.7 0 18.81 18.24 21.00 20.80 3 44 TO 34-5
5
4
9 .10
. 0
0 0
0.00
3.64
0 0
2 .2
5
4.6
16.86 0.00
21.00 22.96 3.06
36
0.10
16.20 16.00 18.98 18.83 22.00 21.00 34 5 TO MH7
8
4
20.00 1.40
20.0 i.40
1.40
0.40
0.56
0.56
15.0
15.0
5.6
3.16 0.00
3.16 8.04 1.96
18
0.50
1 1. 34-5 TO 34-6
17.60 17.50 18.84 18.83 21.00 2 00
7
5
208.01.70
9.10
0.40
0.68
3.64
15.0
24.1
4.7
17.21 0.00
21.00 13.78 4.28
30
0.10
16.40 16.20 19.46 18.99 20.00 22.00 MH7 TO 34-8
8
7
54.0 0.80
7.40
0.40
0.32
2.96
10.0
23.8
4.8
14.07 0.00
17.16 14.91 5.46
24
0.37
17.00 16.80 19.75 19.49 20.50 20.00 34-8 TO 34-9
9
8
326.0 1.30
5.80
0.40
0.52
2.32
15.0
22.0
4.9
11.40 0.00
13.11 12.14 4.17
24
0.25
17.80 17.00 20.73 19.80 21.70 20.50 34-9 TO 34-11
10
9
178.0 0.00
3.10
0.00
0.00
1.24
0.0
21.0
5.0
6.21 0.00
7.01 10.06 223
24
0.17
18.10 17.80 20.90 20.76 22.80 21.70 34-11 TO MH73
11
10
174.0 1.70
3.10
0.40
0.68
1.24
20.0
20.0
5.1
6.32 0.00
7.01 10.17 2.23
24
0.17
18.40 18.10 21.05 20.91 22.00 22.80 MH13 TO 34-14
12
11
20.0 1.40
1.40
0.40
0.56
0.56
10.0
10.0
6.3
3.55 0.00
3.55 8.04 2.01
18
0.50
19.00 18.90 21.08 21.06 22.00 22.00 34-14 TO 34-15
13
8
20.0 0.80
0.80
0.40
0.32
0.32
10.0
10.0
6.3
2.03 0.00
2.03 8.04 1.15
18
0.50
17.50 17.40 19.80 19.80 20.50 20.50 34-9 TO 34-10
14
9
20.0 1.40
1.40
0.40
0.56
0.56
15.0
15.0
5.6
3.16 0.00
3.16 8.04 1.79
18
0.50
18.50 18.40 20.77 20.76 21.70 21.70 34-11 TO 34-12
15
3
405.0 1.90
3.20
0.40
0.76
1.28
15.0
20.1
5.1
6.51 0.00
6.94 5.36 4.38
18
0.22
18.00 17.10 20.00 18.24 21.60 20.80 344 TO 34-16
16
15
20.0 1.30
1.30
0.40
0.52
052
20.0
20.0
5.1
2.65 0.00
2.65 8.04 1.50
18
0.50
18.10 18.00 20.03 20.02 21.60 21.60 34-16 TO 34-17
MORE GENERAL NOTES:
1. ALL CONSTRUCTION TOAPPLICABLE STATEAND LOCAL CODES.
2. TO CONTRACTOR COOROINATEANYRE UIRED TRAFFIC CONTROL WITH NCDOT. Q
3. CARE SHALL BE TAKEN DURING FINAL GRADING TO ENSURE POSITIVE
DRAINAGE TO DRAINAGE S WALESAND RECEIVING STRUCTURES.
4. CONTRACTOR IS RESPONSIBLE FOR COORDINATION OFANY RELOCATIONS,
RE -ALIGNMENTS, DISCONNECTIONS OR CONNECTIONS OF EXISTING
UTILITIES WITHAPPLICABLEAUTHORITIES, ANDANY REQUIRED PERMITS.
5. CLEARING AND GRUBBING OF SITE TO INCLUDE REMOVAL OF EXISTING
CURB, ASPHALT, INLETS, ANDANY OTHER STRUCTURES INCLUDING TREES,
STUMPSAND DEBRIS EXISTING ON SITE. TREES NOT REQUIRED TO BE
CLEARED FOR CONSTRUCTION SHALL REMAIN UNLESS OTHERWISE DIRECTED.
Pipe Summary: Pond JL-2
Line
To
L Ina
Total
R
Ina
Total
Inlet
Tc
Total Addnl
Total Cap. Vet
Pipe
Pipe
Inv Inv HGL HGL Rim Rim Line ID
No.
Line
Area
Area
COeffCxA
CxA
Time
Syst
(1)
R Q
Flow Full
Size
Slope
Up On Up Do
LEGEND
ift) (ac)
(ac)
(C)
(min)
(min)
(inlhr)
(cfs) (cis)
(ds) (ds) (fils)
(in)
(%)
(it) (it) (A) (ft) (ft) (it)
t
End
170.0 1.00
17.50
OAO
0.40
7.00
10.0
33.0
4.1
28.62 0.00
40.75 55.41 7.98
36
0.59
16.00 15.00 18.03 17.03 21.40 20.00 JL-1 TO J-2
2
1
22.0 0.40
16.50
0.40
0.16
6.60
5.0
32.8
4.1
27.04 0.00
38.22 68.89 7.44
36
0.91
16.20 16.00 18.17 18.13 21.40 21 AO JL-2 TO J= 3
LEVEL SPREADER
LS
3
2
104.0 0.00
10.40
0.00
0.00
4.16
0.0
26.6
4.5
18.83 0.00
24.02 31.68 4.68
36
0.19
16.40 16.20 18.42 18.26 22.00 21.40 JL-3 TO NH15
4
2
85.0 0.00
5.70
0.00
0.00
2.28
0.0
32.4
4.1
9.41 0.00
13.04 11.89 5.41
24
0.24
17.20 17.00 18.87 18.28 22.20 21.40 JL-3 TO MH4
5
4
130.0 0.20
5.70
0.40
0.08
2.28
5.0
31.6
4.2
9.51 0.00
13.04 11.77 4.52
24
0.23
17.50 17.20 19.26 18.90 21.70 22.20 MH4 TO JL-5
WETLANDS
6
5
47.0 0.40
2.20
0.40
0.16
0.88
5.0
10.6
6.2
5.50 0.00
5.86 7.42 3.79
18
0.43
18.20 18.00 19.38 19.29 21.90 21.70 JL-5 TO JL-6
7
6
34.0 0.70
1.80
0.40
0.28
0.72
10.0
10.4
6.3
4.52 0.00
4.70 10.69 3.89
18
0.88
18.50 18.20 19.33 19.40 21.90 21.90 JL-6 TO JL-7
8
7
45.0 0.40
1.10
0.40
0.16
0.44
5.0
10.1
6.3
2.78 0.00
2.93 5.36 2.84
18
0.22
18.60 18.50 19.43 19.37 21.30 21.90 JL-7 TO A-8
CE CONSTRUCTION ENTRANCE o00000
O
9
8
22.0 0.70
0.70
0.40
0.28
0.28
10.0
10.0
6.3
1.77 0.00
1.77 7.67 1 W
18
0.45
18.70 18.60 19.45 19.45 21.30 21.30 JL-8 TO A-9
(TYPICAL) o 0 0
10
5
22.0 0.20
3.30
0.40
0.08
1.32
5.0
31-5
4.2
5.52 0.00
6.60 7.67 3.74
18
0.45
17.70 17.60 19.36 19.29 21.70 21.70 JL-5 TO A-10
11
10
50.0 0.20
3.10
0.40
0.08
1.24
5.0
31.2
4.2
521 0.00
6.03 5.09 3.41
18
0.20
17.80 17.70 19.52 19.38 21.60 21.70 JL-10 TO JL-11
12
it
32.0 0.20
2.90
0.40
0.08
1.16
5.0
31.1
4.2
ASS 0.00
5.45 6.36 3.08
18
0.31
17.90 17.80 19.62 19.54 21.60 21.60 JL-11 TO JL-12
SF � X � SILT FENCE (NEW)
O
13
12
190.0 2.40
2.70
0.40
0.96
1.08
30.0
30.0
4.3
4.62 0.00
4.87 3.89 2.76
18
0.11
18.10 17.90 19.98 19.63 27.00 21.60 JL-12 TO JL-1 3
(TYPICAL)
14
13
32.0 0.30
0.30
0.40
0.12
0.12
10.0
10.0
6.3
0.76 0.00
0.76 6.36 0.43
18
0.31
18.20 18.10 19.99 19.99 21.00 21.00 JL-13 TO JL-14
15
3
138.0 0.70
10,40 0.40
0.28
4.16
10.0
25.8
4.6
19.08 0.00
24.02 33.69 4.77
36
0.22
16.70 16.40 18.67 18.46 21.40 22.00 MH15 TO JL-16
I P INLET PROTECTION (TYPICAL)
16
15
20.0 1.30
1.30
0.40
0.52
0.52
15.0
15.0
5.6
2.94 0.00
2.94 11.38 3.79
18
1.00
18.20 18.00 18.85 18.70 21.40 21.40 JL-16 TO A-17
17
15
86.0 0.00
8.40
0.00
0.00
3.36
0.0
25.3
4.6
1&53 0.00
19.31 21.43 5.29
30
0.23
17.20 17.00 18.98 18.70 23.30 21.40 JL-16 TO NH18
18
17
118.0 0.20
8.40
0.40
0.08
3.36
5.0
24.7
4.7
15.71 0.00
19.31 18.29 4.88
30
0.17
17.40 17.20 19.34 19.02 23.30 23.30 MH18 TO JL-19
19
18
44.0 0.40
7.40
0.40
0.16
2.96
5.0
24.4
4.7
13.90 0.00
16.42 16.52 5.63
24
0.45
17.80 17.60 19.53 19.37 23.30 23.30 JL-19 TO JL-20
OP OUTLET PROTECTION (TYPICAL)
O
20
19
34.0 0.50
7.00
0.40
0.20
2.80
10.0
24.3
4.7
13.19 0.00
15.26 18.79 5.34
24
0.59
18.00 17.80 19.65 19.58 23.30 23.30 JL-20 TO JL-21
21
20
44.0 0.50
6.50
0.40
0.20
2.60
10.0
24.0
4.7
12.31 0.00
14.00 16.52 5.07
24
0.45
18.20 18.00 19.79 19.69 23.30 23.30 JL-21 TO JL-22
22
21
160.0 0.00
5.70
0.00
0.00
2.28
0.0
23.1
4.8
10.96 0.00
11.86 8.66 4.12
24
0.12
18.40 18.20 20.24 19.84 23.70 23.30 JL-22 TO M127
23
22
172.0 1.90
5.70
0.40
0.76
2.28
20.0
22.2
4.9
11.16 0.00
11.86 8.36 3.84
24
0.12
18.60 1 SAO 20.60 20.26 22.40 23.70 MH27 TO JL-28
2.70
0,40
0.56
1.08
20.0
20.1
5.1
5.49 0.00
5.51 8.06 1.80
24
0.11
19.00 18.60 20.79 20.62 22.20 22.40 JL-28 TO JL-30
LIMITS OF DISTURBANCE
24
23
370.0 1A0
20.0
20.0
5.1
2.65 0.00
2.65 8.04 1.52
18
0.50
19.40 19.30 20.80 20.79 22.20 22.20 JL-30 TO JL-31
(NEW AREAS)
25
26
24
23
20.0 1.30
20.0 1.10
1.30
1.10
0.40
0.40
0.52
0.44
0.52
0.44
15.0
15.0
5.6
2.48 0.00
2.48 8.04 1.56
18
0.50
19.40 19.30 20.62 20.62 22.40 22.40 JL-28 TO JL-29
27
21
22.0 0 30
030
0.40
0.12
0.12
5.0
5.0
7.2
7 .00
0.8 0
0.87 11.38 2.71
18
1.00
19.80 19.60 20.16 t9 96 23.30 23.30 JL-22 TO J L-23
LIMITS OF DISTURBANCE
PREVIOUSLY PERMITTED
28
18
2. 0.20
2 0
0.60
0.12
. 2
0 3
5.0
5.4
7.1
2.28 0.00
2.31 10.65 3.66
18
0.9t
.3 20.18 23.30 23.30 J L-19 TO JL-24
18.80 19.60 20.38
29
28
44.0 0.30
0.60
OAO
0.40
0.12
0.24
5.0
5.2
7.2
1.73 0.00
1.73 7.67 2.98
18
0.45
20.00 19.80 20.51 20.40 23.80 23.30 JL-24 TO JL-25
NOTE: SEE SHEET D3 FOR CONSTRUCTION DETAILS
30
29
34.0 0.30
0.30
0.40
0.12
0.12
5.0
5.0
7.2
0.87 0.00
0.87 8.73 2.13
18
0.59
20.20 20.00 20.56 20.52 23.80 23.80 JL-25 TO JL-26
F:\NI\ oreat\MASTER
DRAN7NOS\real
Phax i-Section 4 waldon 11 En ineerin
l
base 2013revised.dwa
(Loyout- ECP-7
PROPERTY OWNER
FUNSTON LAND &
TIMBER, LLC.
i
ExistingSee Permits
ODICon 59
• 58
i
�`''� : r
�SOON
W ---
INLET
PROTECTION
I (TYPICAL)
COMMOW
AREA
711
����` -� � '�/ 1 � !\: ``� �`��•`•:; '! ,� i ® � r- elf I
��''�°•yam `��`�`^� ��i I;� I,, /'r \� �� �` //��j / /
z IN ET PROTECTION-
X.x_X. (TYPICAL)
SILK NCE SF I 'K�;
TY L
p P T
�!� SF
P/
LI IT F
D N E
E N \ x+
\ ) i \\ ' /
NOTE:SEE SHEETS 11 FOR
ADDITIONAL DETAILS AND
_ _ f
SPECIFICATIONS.
OSF
I.
CONSTRUCTION SCHEDULE -
MAINTENANCE PLAN -
1. Obtain approval of Plan and any necessary permits, and hold a
1. All measures to be inspected weekly and after any rainfall
pre -construction conference prior to commencing any work.
event and needed repairs made immediately.
2. Flag work limits and stake -out primary measures, for
2• Sediment Basin to be cleaned out when the level of sediment
reaches as shown on individual pond plan.
preliminary clearing and grubbing. Re -inspect existing silt fencing
entirely along the US Army Corps approved wetlands line as shown.
3. Sediment to be removed from behind the any Silt Fence and
3. Install Gravel Construction Entrances.
inlet protection devices when it becomes 0.5' deep. Fencing
4. Additional temporary measures such as temporary ditches
and inlet protection to be repaired as needed to maintain a
and diversions may be utilized prior to storm sewer
barrier.
construction to ensure disturbed area runoff is directed
4. All seeded areas shall be fertilized, mulched, and re -seeded
to sediment basins.
as necessary, according to specifications provided, to
5. Construct Sediment Basin #34 as shown on Plan.
maintain a suitable vegetative cover.
before final grading site.
5. Construction entrance to be maintained in a condition to prevent
6. Immediately stabilize all non construction areas.
mud or sediment from leaving the construction site. Periodic
(See seeding specifications.)
topdressing with 2"stone may be required. Remove all objectionable
7. Construct any other sediment control Practices
material spilled, washed, or tracked onto public roadways immediately.
shown, prior to rough grading roadways, stockpiling
VEGETATIVE PLAN -
material and topsoil as necessary.
1. Permanent vegetation to be established in accordance with
B. All erosion and sediment control Practices are to be inspected
"North Carolina Erosion and Sediment Control Planning and
week) and after an rainfall and repaired as necessa
,
Y Y P ry.
i n .
Design Manual" Section 6.11 latest version. See next Sheet
, 9 ,
9. After site stabilization temporarymeasures
are to be removed and the Sediment Basin cleaned to
its original design contours, W necessary.
SF
I•1
4
\
.A
-o
C)o
7-O`p%,
m
LIMI OF
DISTUR N(
\ (EXISTI G
(TYPIC L'
a
PROPERTY OWNER
FUNSTON LAND &
TIMBER, LLC.
1/°�+ / ...NOTE WELL: 1. EQUIPMENT CLEARANCE MINIMUM 16' FROM
TRANSMISSION LINES TO BE MAINTAINED
co
M / AT ALL TIMES. (REFERENCE: OSHA1910.269)
2. ANY TREE, OR SHRUB CAN BE PLANTED WITHIN THE RIGHT-OF-WAY
AS LONG AS THE MATURE HEIGHT IS 12 FEET OR LESS.
WHEN PLANTING TREES AND SHRUBS, PLEASE REMEMBER TO
NOTE WELL: LEAVE SUFFICIENT SPACING TOALLOW UTILITY MAINTENANCE
1 ) CONTRACTOR TO ENSURE THAT VEHICLES ACCESS WITHIN THE RIGHT-OF-WAY.
STREET PAVEMENT & CURBING IS qr
PLACED SO AS TO DRAIN POSITIVELY lit
TO CURB INLETS AND DRAINAGE E "
STRUCTURES.
EROSION CONTROUSTORM WATER NOTES & DETAILS DOfB
NOTE WELL: NOTE: DHLAINEATED 404 WETLANDS LINE gy; ly(:,3�,�j 1-22-141.Allstormwaterrunofffrombuiltuponareas SBEENAPPROVEDBYTHEUS Brunswick Forest
(i.e. impervious surfaces& roof drainage) to be ARMY CORPS OF ENGINEERS. SEE 5aa1a:
directed to the storm sewer Collection system ACTION ID: 2007-00530. Phase 1 Section 4 1 "=100,
(i.e. storm inlets or pond forebays) by swales, overland Bow, REAPPLIED FOR APRIL 2010 BY LOCATED IN TOWN OF LELAND BRUNSWICK COUNTY, NORTH CAROLINA Drown:
additional grading, or landscaping inlets. THE LAND MANAGEMENT GROUP, INC DBB
APPROVED OCTOBER 2612010 •�kmrarr�„-
REV. N0. REVISIONS DATE
C ' ht Hanover Design Services P.A. All rights reserved. Re Reproduction or use of the contents of this docum
ent, merit oratlM'tions or tleleeonsbWs
® signD
document in whole apart, without written consent alhe Land Surveyor or Engineer, is prohibited. Only copies from Me odgiMl aglia tlocument
marked With the original signature and original seal of the Surveyor or Engineer, shall be considered to be vapid and We copies.
SEAL'
2000E =
FnrGl NE��'r�y
S
dhollis ®hdsilm.com
OWNER: FUNSTON LAND & TIMBER, LLC
1007 Evangeline Drive
Leland, NC 28451 phone:[phone]
HANOVER DESIGN SERVICES, P,
LAND SURVEYORS, ENGINEERS & LAND PLANNERS
1123 FLORAL PARKWAY
WILMIN TO0) N.0 . 28403
PHONE:[phone]
I
Chocked:
DSH
Project No:
6829 PIS4
Sheet No:
7
of: 9

-
COVER OVER
PIPE ® PIPE
POND CROSS
SECTION
DETAIL
SEE PLAN VIEW
3:1 SLOPE
NOT TO SCALE
18.5
EXISTING GROUND
LS
STONE
16.0 17.5
d50=3"
3.1 SLOPE
3:1 SLOPE
LEVEL
(1' THICK)
17.5 15.5
STATE STORAGE ELEVATION = 17.5 WEIR CUTS = 17.5
15.5
SPREADER
-15.8
15.0
_
15. 15.0
15.0
16.5 14.0-
:1
SLOPE FOREBAY 3:1 SLOPE 14.0- :1 SLOPE
3:1 SLOPE 14.0
16.5
13.0
MAIN POND
t3.0
9.0-
SEDIMENT 9.0 12.0
12.0
10' VEGETATIVE
8.0-
REMOVAL= 8.0 - 8.0
SHELF (10:1 SLOPE)
7.0
POND 7.0 9.0
SEDIMENT
9'0 10' VEGETATIVE
FROM ELEV. 16.5-15.5
BOTTOM 7.0 8.0
REMOVAL= 8.0
90 SHELF (10:1 SLOPE)
FROM ELEV. 16.5-15.5
POND
BOTTOM 7.0
BRUNSWICK FOREST- Wet detention/retention pond
No.34 VOLUME REQUIRED, R=C(P)(PJ)(Rv)/12](A)
SEE PAGES A.1 and A.2, 'Controlling Urban Runoff ,
Addltl onnl Cn lcu lntlon Summary for NCDENR / DVQ ,
A Practical Manual for Planning and Designing Urban MPS'
(P)= 1.5'
WATER QUALITY CONSIDERATIONS -
(Pj)= 0.9
ect Data Shet
Impervious area cn lcu lntlons, See Project
CRv)- O. OS + 0. 9C 437, 840/875, 680) = 0.500
(A)= 875,680 sf
TOTAL IMPERVIOUS = 10.05 acres (473,840 sf)
= 1, 256 acre-feet
R= CC 1. 554,
TOTAL AREA DRAINING TO POND = 20. 10 acres (875,680 sf)
300cf REQUIRED
= cf STORAGE
20.10 ac. total - IM 05 ac. Impervious = 10.05 ac. green
PROVIDED
82, 838 cf PROVIDED STORAGE 8 ELEV. = 17.5
82,838
SA REQUIRED, 10. 05/20. 10 = 0. 50, or 50%
DRAVDOVN,
Average head from storage elevation to orifice -
At 4. 5' depth, 90% TSS removal, from chart - SA/DA factor = 3.9 17, 5-16.0 / 3 = 0. 5' 3' PVC drain to draw -down pond
20.10 ac x 0.01 x 3.9 = 34,150 sf SA REQUIRED
Orifice equation, 0 = CA(2gh)-1/2
At Elev. = 16.0 = 48,500 sf SA PROVIDED
T = 3.8 days
NOTE: 404 WETLANDS ON SiTEAS SHOWN.
SEDIMENTATION POND CONSIDERATIONS -
PEAK DISCHARGE SUMMARY-
Storage required = 20.10 X 1800 = 36,180 cf
00) pre -developed = 5,54 cfs
Storage provided = 298,838 cf t
Q( l0) pre -developed = 21.06 cfs
FOREBAY CALCULATION:
0(100) pre -developed = 38.31 cfs
Q(I) post -developed = 0.24 cfs 8 WSEL = 17.39
Forebay, Volume = 43,200 cf
WIG) post -developed = 8.69 cfs @ WSEL = 18.41
20% Volume of Storage = 216,000 X .2 = 43,200 cf
Q(100)post-developed = 21.68 cfs III WSEL = 19.63
STATE WATER QUALITY POND CONSIDERATIONS -
Surface Area required = 34,150 sf
Surface Area provided = 48,500 sf 8 WSEL 16.0
Storage Volume required = 18,900 cf
Storage Volume provided = 82,838 cf E WSEL 17.5
Storage Volume Drawdown Time = 3.8 days
BRUNSWICK FOREST - Pond 34
STAGE -
STORAGE TABLES:
MAIN BODY OF POND - BUILD -OUT
CONDITION
Above WSEL
[NCR.
INCR.
INCR.
ELEV.
AREA
VOL.
STORAGE
STORAGE
(ft)
(S0----(Cf)-------(Cf)_
-==-=(ac-ft)
16.0
48,500
-
-
-
17.0
58,100
53,300
53,300
1.22
17.5
60,050
29,538
82,838
1.90
18.0
62,000
30,025
112,863
2.59
19.0
65,800
63,900
176,763
4.06
20.0
69,900
67,850
244,613
5.62
21.0
73.900
71,900
233,675
5.36
STATE STORAGE VOLUME @ ELEV 17.5 82,838 1.90
NOTE WELL:
ALL PONDS TO BE LOCATED IN
RECORDED DRAINAGE EASEMENTS
OR DEDICATED COMMON AREAS.
STONE d°A • T
0
z
Q
a
H
�
�
w
3
z
SOD OR
REINFORCED
N
VEGETATIVE
LQ
SOIL ,
LJ
VEGETATION
OGRE, fLOW
1 �' .•
PIPE FES
• ' '�' • TO wETT.DS
MMIIli
. EnlsTiNd.-.- - 1 �'• SOD
OR aaWN
REINFORCED
VEGETATED SOIL
LEVCL LEVEL SPREADER & ENERGY DISSIPATER
SPREADER
TRENCH
ISOMETRIC N.T.S.
DESIGN
MAXIMUM
PROPOSED
POND 34
RCP DIAMETER
CFS
FPS
CFS
FPS
60"
200
10
-
-
48"
120
10
-
-
36"
65
10
-
-
30"
45
10
-
-
24"
30
10
-
-
1S"
20
10
9
J 5
NOTE WELL:
1. All storm water runoff from built upon areas
(i.e. impervious surfaces & roof drainage) to be
directed to the storm sewer collection system
(i.e. storm inlets or ponds) by swales, overland flow,
additional grading, or landscaping inlets.
NOTE: DELINEATED 404 WETLANDS LINE
HAS BEEN APPROVED BY THE US
ARMY CORPS OF ENGINEERS. SEE
ACTION ID: 2007-00530.
REAPPLIED FOR APRIL 2010 BY
THE LAND MANAGEMENT GROUP, INC.
APPROVED OCTOBER 26th, 2010
STATE STORAGE VOLUME
= 82.838 of
Rock to top of pipe
O both sides
SLOPE
EMBANKMENT
See Narrative for
additional details
Train.
NOTE: FILTER FABRIC IS TO
BE PLACED UNDER ALL STONE
INLET AND OUTLET PROTECTION.
USE NICOLON MIRAFI 60OX
POLYPROPYLENE, OR EQUIVALENT
NOTE:SEE SHEET D3 FOR
ADDITIONAL DETAILS AND
SPECIFICATIONS.
OUTLET PROTECTION
OP NTS SIDE VIEW
L.MML.hhh•...L.ML.
L.{nMhL.L.L.4.4.L.L.L,h•n
L.ML.t L. L. L.II.,.h
L.hhhL.h L. L. L. L. L.
4, L. L.hhA:. L.hL.
Mh hL. 4.`I L.hhI h4.h
L. L. L.M L.MML
L.Mt!. L. {.•L:4
L.--a.Ih
L.L:ML.L.L.4.
L.L:hhL. L.4-a..4,hh
1., 4. L.h,n L.M AnhkL.h4.h L.hhL.L
Mhhha.. L. L. L. L. L.h
L. L:h L. L. h L.
L. �.. L- {.. L. L. L. L. L, h L• L. L. h L.
hL:L
L. _ L- L:4
Sly
L• 4. L• L. 4 L. L.
- -
L.kL.hLL. h.4.hhL.MI1�I�4..L:
L. L.
LnVL.4 '
NEI
I�I
.�■�■-■
LEVEL SPREADER & ENERGY DISSIPATER
PLAN N.T.S.
NOTE WELL:
1) CONTRACTOR TO ENSURE THAT
STREET PAVEMENT & CURBING IS
PLACED SO AS TO DRAIN POSITIVELY
TO CURB INLETS AND DRAINAGE
STRUCTURES.
1
REVISED AS PER NCDENR COMMENTS
5-14-14
REV. NO.
REVISIONS
DATE
Copyright®, Hanover Design Services, P.A., AN rights reserved. Reproduction or use of the contents of This document, oraddiaons or de)etions to Ws
document, In whole orpart, without written consent ofthe Land Sun eyoror Engineer, is prohibited. Only copies from the original of this document,
marked,w1h the original signature and original seat of the Surveyor or Engineer, shall be considered to be val/dand true copres.
EMBANKMENT
= 19.50 3
18.41 1 F \ 00
Ra
AQUATIC VEGETATION
AQUATIC VEGETATION ZONE:
FROM Ell 16.5 TO EL= 15.5
SUITABLE SPECIES FOR PLANTING IN
THIS ZONE AREAS FOLLOWS:
- SAGITTARIA LATIFOLIA (COMMON ARROWHEAD)
- SAGITTARIA LANCIFOLIA (DUCK POTATO)
- SAURURUS CERNUUS (LIZARDTAIL)
- PELTANDRA VIRGINICA (ARROW ARUM)
IF ONE OR MORE OF THE SUGGESTED SPECIES
IS UNAVAILABLE, APPROPRIATE WETLANDS
VEGETATION COMMON TO THE COASTAL CAROLINA
REGION MAY BE SUBSTITUTED.
50 PLANTS PER 200 SF OR APPROX. 20 LF AT
WATERLINE TO BE PLANTED; APPROXIMATELY 3,073
PLANTS FOR POND NO. 34
FORE BAY; APPROXIMATELY 678 PLANTS
MAIN BODY; APPROXIMATELY 2395 PLANTS
50 PLANTS PER 200 SF OR APPROX. 20 LF AT
WATERLINE TO BE PLANTED; APPROXIMATELY 3,073
PLANTS FOR POND NO. 34
FORE BAY, APPROXIMATELY 678 PLANTS
MAIN BODY; APPROXIMATELY 2395 PLANTS
OUTLET INV. ELEV MATCH
PIPE AS PER PLAN NATURAL
LEVEL 0% SLOPE GRADE
=FLOW-:� SPREADERS TO WETLANDS
,. , .. +7 'Af-a 1' +,.I it I""lil._.I'.-
STONE d50 = 3"
NiIt`" i.l
MATCH
/
FILTER FABRIC
PIPE
(1'THICK)
dTHIC
NOTE TCEOUNOERALLsroNE
SLOPE STILLING
INLET AND OUTLET PROTECTION.
BASIN
USE NICOLON."I SW%
POLYPROPYLENE, OR EQUIVALENT
LEVEL
SPREADER
& ENERGY
DISSIPATER
SECTION
N.T.S.
6'min. 12'min. SEE PLAN
j
ALL SLOPES
o
2:1 MAXIMUM
Forebay volume
w ,n
FES
WSEL
20% of required
ui -
OUTLET
=16.0
storage, typical
II
PIPE
1.0' ((
' �o
,00
�0
4'min. REMOVE
OUTLET
ROTECT10N
SED.=8.0
AS ON PLANS
5\oQ0
y`
T
Fore ay
Bottom
Elev.=7.0
FOREB" SECTION DETAIL
NOT TO SCALE
r as.r re a'4wls'o%s . ei
■■6jB�■�iB'BB15
I "
�
EL -
PLAN
0
•
OUTLET STRUCTURE 1 (POND 34)
PLANS & PROFILES
Brunswick Forest
Phase 1 SEC, 4 Kr ' J `'A
LOCATED IN TOWN OF LELAND BRUNSWICK
SE AL
20007
® hdsih
OWNER: FUNSTON LAND & TIMBER, LLC
1007 Evangeline Drive
Leland, NC28451 phone:910�383-1425
HANOVER DESIGN SERVICES, P.A.
LAND SURVEYORS ENGINEERS & LAND PLANNERS
• 1123 FLORAL PARKWAY
WILMINGTON, N.C. 28403
PHONE: (910) M3-8002 6%)
Date:
i 22-14
Scale:
1 "=30'
Drawn:
DBB
Checked:
DSH
Project No:
8829 P1S4

c
0
NOTE: 404 WETLANDS ON SITEAS SHOWN.
PEAK DISCHARGE SUMMARY -
Q(1) pre -developed = 33,25 cfs
Q(10) pre -developed = 122.82 cfs
Q(100) pre -developed = 225.43 cfs
Q(1) post -developed = 22.30 cfs 2 WSEL = 17.63
WIG) post -developed = 144.26 cfs III WSEL = 19.13
Q(100)post-developed = 276,81 cfs 8 WSEL = 19.97 •`
STATE WATER QUALITY POND CONSIDERATIONS -
Surface Area required = 204,820 sf
Surface Area provided = 230,440 sf E WSEL 15'3
Storage Volume required = 411,880 cf
Storage Volume provided = 427,834 cf @ WSEL 17.1
Storage Volume Drawdown Time = 3.8 days �.
SEDIMENTATION POND CONSIDERATIONS -
Storage required = 223.9 X 1800 = 403,020 cf
Storage provided = 1,701,890 cf t
FOREBAY CALCULATION:
Forebay Volume = 251,383 cf
20% Volume of Storage = 1,274,056 X .2 = 251,383 cf
NOTE WELL:
WEIR ELEVATION TO BE RAISED WELDED BAR 16' WIDE WEIR CUT
FROM 16.7 TO 17.1 BY APPLICATION TRASH RACK
OF BRICK AND/OR GROUT. B�7ED /N PLACE
ONE
EACH BOX
:EL= 19.56 4
\/ OUTLET STRUCTURE POND 9g SLOW DAL 5
n.1
TOP 19.56 EL=f&.6fi 4 4 1�- (4)
WEIR 16.65 16ft.long / •��°
�• BOTTOM 13.56 // INV=1534
�� ORIFICE (8) 15.22 FIFE
is 22
INV 42" RCP 15.34
\ . IINV42"RCP(OUT) 13.33 `8DIAMEi13t PIPE
PVC W/ GRAVEL CODER 13.56
AS -BUILT SEC77ON VIEW
*POND CERTIFICATION 3-5-09
OUTLET STRUCTURE DETAILS (POND JL-2)
NOT TO SCALE
S
1
'NOTE WELL:
1. EQUIPMENT CLEARANCE MINIMUM 16 FROM
TRANSMISSION LINES TO BE MAINTAINED
ATALL TIMES. (REFERENCE: OSHA1910269)
2. ANY TREE, OR SHRUB CAN BE PLANTED WITHIN THE RIGHT-OF-WAY
AS LONG AS THE MATURE HEIGHT IS 12 FEET OR LESS.
WHEN PLANTING TREES AND SHRUBS, PLEASE REMEMBER TO
LEAVE SUFFICIENT SPACING TO ALLOW UTILITY MAINTENANCE
VEHICLES ACCESS WITHIN THE RIGHT-OF-WAY.
NOTE WELL:
1) CONTRACTOR TO ENSURE THAT
STREET PAVEMENT & CURBING IS
PLACED SO AS TO DRAIN POSITIVELY
TO CURB INLETS AND DRAINAGE
STRUCTURES.
NOTE: DELINEATED 404 WETLANDS LINE
HAS BEEN APPROVED BY THE US
ARMY CORPS OF ENGINEERS. SEE
ACTION ID: 2007-00530.
REAPPLIED FOR APRIL2010 BY
THE LAND MANAGEMENT GROUP INC.
lF.
APPROVED OCTOBER 26th, 2010 50, 0' 50, 100,
NOTE WELL:
1. All storm water runoff from built upon areas
(i.e. impervious surfaces & roof drainage) to be
directed to the storm sewer collection system
(i.e. storm inlets or ponds) by swales, overland flow,
additional grading, or landscaping inlets.
SCALE IN FEET 1 "= 50'
POND CROSS SECTION DETAIL
NOT TO SCALE
17.1 3:1 SLOPE
15.3 14.8 17.1 17.1
STATE STORAGE ELEVATION = Te-4- WEIR CUTS = T&.45
z7 NORMAL WSCL= 15.3
14.0 ;1 SLOPE 3:1 SLOPE 14. 14.1
715.8 13.0 FOREBAY #2 13.012.0 SEDIMENT 12.0 12.0-
11.0 REMOVAL= 10.0 11.0 11
GETATIVE 10.0 10.0
SHELF (10:1 SLOPE) 9.0 POND 9'0
FROM ELEV. 14.8-15.8 BOTTOM 9.0
/BRUNSWICK FOREST- Wet detention/retention pond JL-2
VOLUME REQUIRED R=I(P)(PJ)(Rv)/123(A)
SEE PAGES A.1 and A. 2, - ControIt Ing Urban Runoff -
Additional Calculation Summary for NCDENR / DWQ ,
A Practical Manual for Planning and Designing Urban BMPs'
(P)= 1.5'
WATER QUALITY CONSIDERATIONS -
(Pj)= 0.9
Impervious area calculations, See Project Data Sheet
(Rv)= 0.05 + 0.9(3, 119,303/9,753,274) = 0.338
(A)= 9,753,274 sf
TOTAL IMPERVIOUS = 71.61 acres (3,119,303 sf)
R= I (1. 5) (0. 338/12] (9, 753, 274) = 9.46 acre -Feet
TOTAL AREA DRAINING TO POND = 223. 9 acres (9,753,274 sf)
223.9 ac. total - 71. 61 ac. Impervious = 152. 29 ac. green
= 411,880 cf REQUIRE➢ STORAGE
427,834 cf PROVIDED STORAGE 2 ELEV. = 17.1
SA REQUIRED 71. 6l/223.9 = 0. 32, or 32%
DRAWDOWN,
Average head from storage elevation to orifice -
At 5.5' depth, 907 TSS removal, from chart - SA/DA factor = 2.1
17.1-15.3 / 3 = 0.6' 8' PVC drain to draw -down pond,
223.9 ac St 0.01 x 2.1 = 204,820 sf SA REQUIRED
Orifice equation- g = CA(2gh)^1/2
\ At Elev. = 15.3 = 230,440 sf SA PROVIDED
T=3. 8 8 days
% NOTE WELL:
ALL PONDS TO BE LOCATED IN
RECORDED DRAINAGE EASEMENTS
OR DEDICATED COMMON AREAS.
RTY OWNER
;NSTON LAND &
TIMBER, LLC.
L
FOREBAY#2
Sed. Removal Elev.=10.0
Min, Bottom Elev.=9.0
ALL SLOPES.
3:1 MAXIMUM
F'
Forebay volume
o
WSEL 20% of required
w a
=15.3 storage, typical
-,.i OUTLET
_
PIPE
o II
,ao
ti° 4'min.
OUTLET
PROTECTION
y�oQe T
AS ON PUNS
b. Forebay
Bottom
Elev.= 7.42
EXISTING FOREBAY#1 SECTION DETAIL
NOT TO SCALE
6'min.
12'min. SEE PLAN
I=
ALL SLOPES
p
3:1 MAXIMUM
w o
FES
WSEL
Forebay volume
207 of required
o
OUTLET
=15.3
storage, typical
� It
PIPE
1.0, F
o
o'`�'
�
OUTLET
4'min. REMOVE
PR07ECIION
SED.=10.
AS ON PLANS
y\oge
'5� -� Fore ay
Bottom
Elev.=9.0
FOREBAY #2 SECTION DETAIL
NOT TO SCALE
J
BRUNSWICK FOREST- Pond JL-2 Revised
STAGE -STORAGE TABLES:
MAIN BODY OF POND - BUILD -OUT CONDITION
Above WSEL
INCR. ]NCR. INCR.
ELEV. AREA VOL. STORAGE
STORAGE
(ft) (so---(cf)------- (cn-------
(ac-ft)
-
----------------------------------------
15.3 230,440 -
-
16.0 236,100 163,289 163,289
3.75
16.7 241,650 167,213 330,502
7.59
17.0 248,900 72,750 403,252
9.26
17.1 250,000 24,583 427,834
9.86
18.0 250,700 254,300 682,134
15.66
19.0 259,500 265,100 947,234
21.75
20.0 284,000 277.250 893,983
--------------------------------------------
20.52
--------------------------------------------
Previous STATE STORAGE VOLUME @ ELEV 16.7
330,502 7.59
Revised STATE STORAGE VOLUME @ ELEV 17.1
427,834 9.82
g�i)eptt1=(v_4lume/SA)
NOTE: REGRADEEMSTINGPOND-
)lume=1,274 cf
TO. NEW CONTOURS AS SHOWN _ ---
.-
S -sf
3US¢
POND B67TONTMAY SE -OVER_ -
53 S 5
EXCAVATEp FOR SEDIMENT STORAGE,_- g
--
_.---------.
NOTE WELL: ALL STORM WATER
PONDS ARE TO BE LOCATED
WITHIN DEDICATED COMMON
AREAS.
I
A f ORTABLE PUMP
TO I IN USED _
DFL,41N POND IN AN. ------ "f
STATE STORAGE VOLUME
= 297.140 of
1 SLOPE
MAIN POND
3:1
3:1 SLOPE
T
7.0 SEDIMENT 7 0 8.0
6.0 REMOVAL= 6.0 6.0
5.0 POND ---5.0
BOTTOM 5.0
EMBANKMENT
5.4Q4
62 LF
PES
14
13.0--
-- 11.000
COVER OVER
PIPE ® PIPE
ONLY.
SEE PLAN VIEW
3:1 SLOPE
17.1 EXISTING GROUND
t15: Z
4 PIPES 62 LF 42"RCP
EXISTING
STONE
13.3 \
in
Of
J h
W
3
H
QH
EXISTING m
w Ld
EGETATION w
of z
Q
3�
d
LLI
1 15.8
EXISTING/
10' VEGETATIVE VEGETATION
NOTE WELL: 2:1 UNDERWATER SLOPES MAY
SHELF (10:1 SLOPE) BE STRUCTURALLY STABILIZED WITH GEOGRID
FROM ELEV. 14.8-15.8 AND/OR GEOTEXTILES AS PER RECOMMENDATION
OF THE GEOTECH/SOILS CONSULTANT.
Of
STATE STORAGE VOLUME
n
427,835 of
3
:2
..
F
EMBANKMENT
>
<Z
100-YEAR WSEL- 19.97 EMERGENCY SPILLWAY EL - 19.8 3
Ir W
1-YEAR WSEL= 17.63 10-YEA L= 19.13 1
Z
4
TOP OF BOX = 19.56
It F
P
3 :z
o_x
STATE STORAGE ELEVATION - 17.1 WEIR CUTS - 17.1
42"RCP 62 LF
w W
¢ a.
NORMAL WSEL= 15.3 INVERT OUT= 15.34
..................................
4 PIPES
10' WIDE, 10:1 u
SB SHELLFATED OS
EI. 1-8 to 15.8
Aquatic Vegetation Zone
AS -BUILT
*POND CERTIFICATION 3-5-09
EMBANKMENT SECTION POND JL-2
I
I8"RCP
48"RCP
01D,
NOTE.' 404 WETLANDS ON SITEAS SHOWN.
1 REVISEDAS PER DENR REVIEW COMMENTS 5-14-15
REV. NO. REVISIONS DATE
CCopyright®, Hanover Design Services, PA, All rights reserved. Reproduction "use of the contents of Nis document, araddTrons ordelebof s to Mis
document, in whole or part, without written consent of the Land Surveyor or Engineer, is prohibited Only copies from Me original of Mis document,
marked with the original signature and original seal of the Surveyor ar Engineer, shall be considered to be vakd and true copies.
Erosion & Sediment Control and Water Quality Plan, Pond Details 'Tate
Brunswick Forest pond JL-2 5�19-22-14
Phase 1 SEC. 4 1"=50,
LOCATED IN TOWN OF LELAND BRUNSWICK COUNTY, NORTH CAROLINA Drawn'.
DBB
_aeewarreoarre"_
c
SEAL
20001
.L- .
,..v..� Iredcad.
OWNER: FUNSTON LAND & TIMBER, LLC - DSH
1007 Evangeline Drive f i
Leland, NC 28451 phone:[phone]
�'� '� g 8829 P1S4
HANOVER DESIGN SERVICES, P.A. She.'No.
LAND SURVEYORS, ENGINEERS & LAND PLANNERS 9
1123 FLORAL PARKWAY
WILMINGTON, N.C. 28403
PHONE: [phone]
LICENSE # C-0597 Of:

DRIPUNE
MIN. STAKE
PROTECTIVE- HEIGHT ABOVE
BARRIER _t i GRADE
v1.(r`Jlt/1. L :1 t-T Imo,. *-y ,mil-11.11
TREES TO BE SAVED WILL BE CLEARLY MARKED PRIOR TO CONSTRUCTION
AND A PROTECTIVE BARRIER IS TO BE INSTALLED AT THE DRIPUNE.
DRIP LINE - THE AREA OF SOIL DIRECTLY BENEATH THE TREE EXTENDING
OUT TO THE TiPS OF THE OUTERMOST BRANCHES.
METHOD OF TREE
PROTECTION DURING
CONSTRUCTION
NOT TO SCALE
TREE PROTECTION DURING CONSTRUCTION
1. DO NOT COMPACT SOIL BENEATH TREES. NO VEHICLE SHALL BE ALLOWED 70 PAWL
UNDER TREES NO HEAVY MATERIALS SHALL BE STORED BENEATH TREES INSULTS
OF COMPACTION CAUSE WATER AND aR NOT 70 REACH THE ROOTS AND THE TREE
WILL DIE THESE `FEEDING ROOTS! OCCUR WELL AWAY FROM THE BASE OF
THE TREE TO THE EDGE OF THE OVERHEAD BRANCH CANOPY. DAMAGING
7NE BARK WITH LAWNMOWERS CONSTRUCTION EQUIPMENT. OR ANYTHING ELSE
IS PROHIBITED. APROTECTIVE BARRIER SHOULD PREVENT DAMAGE FROM
OCCURING WRING CONSTRUCTION.
2. NO CUTTING OF LARGE STRUCTURAL R007S LOCATED NEAR THE BASE OF THE
TRUNK. THESE ARE ESSENTIAL N SUPPORTING THE TREE AND HOLDING IT
UPRIGHT IN HIGH WINDS REMOVAL OF THESE ROOTS ALONG ONE SIDE IS
OFTEN DONE BECAUSE OF A WALK, PARING OR BUILDING WHICH IS BEING
CONSTRUCTED.
3. AVOID CUT AND FILL V47HIN DIAMETER OF TREE CROWN WRING EXCAVATION.
12m 779 ,--,
0
6' TO 8" BETWEEN
CAP & COVER
8
NOTE:
1. BOX EQUIVALENT TOIt
ENNIS ENTERPRISES
o
NO. EDS-001
,�.
2. STD. WEIGHT 30 LBS.
2E
4'-45' BEND
�
18' NIPPLE &
I
/ GLUED CAP
STANDARD CLEANOUT
NOTTO SCALE
PIPE
$ WYE
0'-6,
\,ry« MORTAR COLLAR
.� 0•_6"
ti O,-6,
-71/2"
0-6
N
A
p O
2'-71/2"
Tv
0'-6"
6'-4"
0'-8"
0'-6-
2'-7 1 /2"
0'-6- 0'-6.
6'-4" 1'-6"
PLAN
SANITARY SEWER MANHOLE
NOT TO SCALE
IF:\al\BForest\MASTER DRAWINGS\DETAIL SHEETSdwg (Layout D1)
2" ASPHALT
TYPE `1.
EXISTING PAVEMENT N.CD.O.T. SPEC. EXISTING PAVEMENT
6" COMPACTED MARL BASE
(0.O.T. REQUIRES 8')
DITCH UN �yT PIPE�� g DITCH (LINE
NOTES_ •_ •�PAC 1UEA MT
DENSITY 957LASUD DINED
BY THEj�ODIFlED A A.SH.T.O. STANDARD METHOD T-99
« WAND 110AA K TO Ei PREPARED AFTER TRENCH BACKFIRING
STANDARD SHOWING METHOD
MAKING PAVEMENT REPAIRS
WHERE PIPE INSTALLED
NOT TO SCALE
118"NIPPLE &
GLUED CAP
•N
0
O'-0 1/8/0'-0'U/4•
"04"3
SECTION "A -A"
GREY WVC SM CAST IRON OR
EQUAL
HEAVY DUTY
VALVE BOX LID
NOT TO SCALE
PLAN VIEW
ewmvm SM
..
7� ryry _2"
= 0 MmMm WINp<B9 AR "" I WI•m m11DD® 01e1
IR017m N IA®If OR MIIAF
I M4D M� 11°GR 1 sEll�m W
fSLTleme, M1 NSfNlAimle tl1 amco"��
mmm4pp� m ae
CLEANOUT OR VALVE
IN PAVED AREA
NOT TO SCALE
01-11'r
PIPE WIDTH +24"
TRENCH BOTTOM
STANDARD PIPE
TRENCH DETAIL
NOT TO SCALE
3
3!
PROPERTY �.
UNE
LANDSCAPE LANDSCAPE
-
TIMBER TIMBER
em
C.I. BOX & COVER
C.I. BOX & COVER
CN
E
45T18pW
MAXIMUM 45' LONG
�
SWEEP AS REQUIRED
LATERALTO REACH OPTIMUM
DEPTH
-
1
- _
18'NIPPLE &
\\GLUED CAP
ANGiF
V-i ARI�ABLE SLOPE \
\ 45'ELBOW
AN
1.5% MINIMUM 45 REQD.
\\_
\\\\-LATERAL
MAXIMUM 45'ND TANG
BEDDING AS�
\SWEEP BENDS AS
SPECIFIED
REQUIRED
FAR SIDE LATERAL SIu NR NEAR SIDE LATERAL
NOTE: USE WYE FITTINGS AT SERVICE
STANDARD SERVICE CONNECTION
TO SANITARY SEWER
NOT TO SCALE
W
Mr
RAM-NEK JOINT MAIL
OR APPROVED EQUAL
(TYPICAL)
CRUSHED STONE""'
PRECAST MANHOLE
NOT TO SCALE
M. MANHOLE COVER,
AS PECIFIED PS
PRECAST MANHOLE SECTION,
A.S.T.M. C 478
NOITTHIC CONCRETE BASE.
10 PSI CONCRETE
MIN.
MIN.
DEWEY BROS. NO. MH-RCR-2001
AIDED:
SANITARY SEWER OR
STORM MAIN AS REQUIRED
1'-11 3/4`
OF COVER 0'-TK4"0'-2 3/4'•
A A 0'-21/B"-11/2'
0'-4 3/4"W-7 1/2"1/2' OTTOM OF COVER0•-0 1J7'1/2- V-10t/4'W-0 1/2"
2'-O 1/2` 2'-91/4'
PLAN SECTION "A A"
No7Ec ALTERNATE MINIMUM WEIGHTS:
SURFACOVER
S BALL BE STANDARD MANHOLE COVER1120�LBS.
MACHINED SO AS TO
INSURE EVEN BEARING RING AND COVER
OF COVER ON RING
NOT TO SCALE
SANITARY SEVER OR
STORM DRAIN AS REQUIRED
'...
TOP OF COVER 2'-1"
1'-it 3/4'
/-
V-11 1/2`
A
W-2 1/B"
7/6"
OTTOM OF COVER 1'-8 3 8
5/8` 0'-4 I/s`
v-9 5/8'
PLAN
o-5 1/2'
NOTE:
RING AND COVER CONTACT SECTION "A -A"
SURFACES SHALL BE
MACHINED TO INSURE
EVEN REARING OF
COVER AND WINO
STANDARD MANHOLE
MINIMUM WEiHTS
RING 261 Les.
RING AND COVER
COVER 120 LBS.
NOT TO SCALE
1/8"
t-7 1/2`
W-0 1/2"
Y-5 1/2g
V-10 1/4"
Z-9 1/4`
„ I
_I _I
i Ir. 'III
1. NO EXCAVATED MATERIAL SHALL BE PLACED IN ANY STREAM,
DITCH OR DRAINAGE -WAY.
2r THE CONTRACTOR IS RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES
BEFORE ANY CONSTRUCTION BEGINS.
3. THE CONTRACTOR IS RESPONSIBLE FOR TEMPORARY SEDIMENT AND EROSION CONTROL
MEASURES WHILE CONSTRUCTION IS IN PROGRESS.
4. THE CONTRACTOR IS RESPONSIBLE FOR STABILIZATION OF ALL DISTURBED AREAS.
5. THE CONTRACTOR IS RESPONSIBLE FOR LAYDOWN & STOCKPILE AREAS
(TO ARRANGE AND INSURE COMPLIANCE WITH ALL LOCAL AND STATE REGULATIONS).
DETAILS SHOWN ARE TYPICAL OF INSTALLATIONS REQUIRED BY THE TOWN OF LELAND .
THIS SHEET DOES NOT PURPORT TO SHOW ALL REQUIRED CONSTRUCTION DETAILS, BUT
RATHER SERVES AS A GUIDE. THE CONTRACTOR IS RESPONSIBLE FOR ADHERING TO ALL
APPLICABLE COUNTY AND STATE CODES AND CONSTRUCTION STANDARDS.
NOTES FOR WATER SUPPLY AND INSTALLATION:
1. ALL WATER MAINS TO BE SDR18 OR C900 CLASS PVC PIPE WITH PUSH ON JOINTS.
SEE SPECIFICATIONS FOR ADDITIONAL MATERIALS REQUIRED.
2. 3' MiNIMUM COVER ON ALL WATER MAINS.
3. LOCATE ALL METER SETTINGS 5' FROM LOT LINE UNLESS OTERWISE NOTED.
4. ALL COMMERCIAL WATER SERVICE LINES TO TO BE 2" UNLESS OTHERWISE NOTED.
5. FIRE HYDRANTS SHALL BE STORZ CONNECTED ON THE STEAMERS, AND
SHALL BE INSTALLED IN ACCORDANCE NTH COUNTY DETAIL.
6. BLOW OFF ASSEMBLIES SHALL BE IN ACCORDANCE WITH DETAIL AS SHOWN.
7. ALL BENDS AND TEES SHALL BE ADEQUATELY BLOCKED (SEE COUNTY DETAIL).
8. ALL CONNECTIONS TO EXISTING WATER LINE AND BORES TO BE DONE
ACCORDING TO TOWN OF LELAND SPECIFICATIONS.
9. ALL MAINS SHALL BE ADEQUATELY FLUSHED, PRESSURE TESTED,
AND DISINFECTED IN ACCORDACE WITH THE SPECIFICATIONS.
10. ALL WORK SHALL BE SUBJECT TO INSPECTION BY THE ENGINEER,
TOWN OF LELAND AND THE N.C. DEPT. OF ENVIRONMENTAL
HEALTH AND NATURAL RESOURCES A PRE -CONSTRUCTION CONFERENCE
IS REQUIRED. CONTACT: JIMMY STRICKLAND [phone].
11. ALL WATER SYSTEM WORK SHALL BE DONE TO TOWN OF LELAND DETAILS
AND SPECIFICATIONS
31
VALVE DETAIL
0�_8 1�//4gg'
C-011/t6" 0=011/16`
GOD V-2 1/4•
W-7 t/4
-0 I/2-
le1aN
eDx
0-6 11/16'DIA.
0'-0f1 /,2"
10-
-61 2 DI .
SECTION `A -A'
311/4" MINIMUM WEIGHTS
ff
37/8• EXTENSION 1� O40 LBS
WATER VALVE
CASTING
NOT TO SCALE
FULL 18' JOINT
6' PIPE
HYDRANT SEE THRUST BLOCK
DETAIL FOR RODDING
V:%o
N-�TIE BOLTS \
HYDRANT LUGS RETAINER CLAMP
JOINT RESTRAINT HYDRANT TO 1ST FULL JOINT OF PIPE
SEE THRUST BLOCK
I -HYDRANT DETAIL FOR RODDING
115
O a
0
TIE BOLTS
JOINT RESTRAINT HYDRANT TO MAIN TEE
GUIDELINES FOR
HYDRANT JOINT
RESTRAINT
... ... -(. , Q. .. � A PLAN
D SQ) A A BEHDs
PION AM ELEVATION PUN
PUBS TEES
811UPs10R0R
45
:•n
• D SQ• SECTION C-C
BENDS AND TES
4S VERTICAL BENDS
NOTE: ALL TEES, PLUGS AND BENDS SHALL BE BLOCKED AGAINST FIRM EARTH
WITH CLASS C CONCRETE
PIPE
WL
'
BENDS
BENDS
//
2.0119
TEES
PLUGS
45VERT.
A
B
A
8
A
B
A
B
C
D
D
3'
W
10"
5'
10'
3'
8`
5'
12"
6"
14'
27
0.2
4"
S
10
5
10'
3"
8
5
12
6
14'
21
0.2
6'
72-
8
9"
8
6'
8
12
8
To"
20"
2Y
0.4
S.
14`
12"
12"
10
B
12"
14'
12
12-
26
33
0.8
SEE COUNTY THRUST SEE COUNTY THRUST
COLLAR DETAIL BELOW COLLAR CODING
BELOW
FINISH GRADE AND FOR RODDING
RUST COLLAR MIN. COVER &5'
DIP
ROD REQUIREMENTS DIP
AS PER TOWN OF LELAND
3L"_ THREADED
STEEL RODS
3' 3" (TYPJ
3' 3'
CONCRETE THRUST BLOCK
(TYP-)
GENERAL NOTES:
1. ONCE INSTALLED AND TIGHT, THE STEEL RODS AND BOLTS SHALL BE
CDATED VATH TWO COATS OF BITUMINOUS BASE PANT.
2. CONCRETE SHALL NOT CONTACT BOLTS OR ENDS OF MECHANICAL
JOINT BENDS.
3. TYPICAL MIN. CLEARANCE BETWEEN CONCRETE AND END OF BOLT
MUST BE 3".
4. APPROVED OFFSETS CAN BE USED IN THIS APPLICATION.
STANDARD VERTICAL BEND
11.1 NOT TO SCALE
iV
STO.840.02
NCDOT CATCH BASIN STD.CURS
SECTION
6.
EXPAN ON
0
- 10•TAPER 3'-1 1/2' tOTAPER
z
Z PLAN VIEW
O j
W
r
= V FRAME, CRATE AND HOOD
NCDOT STD. 840.03 CURB
t7
S2 NORMAL GUTTER FLOW LINE
FRAME & GRATE
OPERNO
DEPRESSED
GUTTER
PRECAST
CONCRETE
w
CATCH m
BASIN < 7
OUTLET
PIPE
SEE HCDOT STO&
852,05
FRONT SECTION
SECTION
VIEW 8�400.0a
FOR FURTHER DETAIL
PRECAST CURB INLET NoT To SCALE
=C4
6
��'
i,-6"
JOINT
SINGLE METEK
Box
BOX
1" LINE
w SINGLE SERVICE LPLACE BRICK
ZPAVERS NDER
CONU1
7
ALI
z
;C_
DOUBLE METER BOX LINE BOTTOM W/
1" LINE
USE FORD DBL-GULF BOXES /57 CRUSHED STONE
DOUBLE SERVICE
MCDONALD U MODEL 3795-22, OR COUNTY
EQUIVALENT WTH SS STIFFENERS STANDARD
McDONALD MODEL 6133T PLASTICMp/
PLAN VIEW
DtlS E
GRADE
NOTE
SERVICE SADDLES ON PVC MAINS
SHALL BE WIDE SIM -S4 O E
McDONALD 3801 OR EOUNALEW. 2
� NOTE.
PE TUBING, SM 9 m 1'X 3/4" McDONALD SERVICE
(SIZE
D2737 � MODEL 4753-22 OR
(SHE AS SPECIFIED) EQUIVALENT WITH SS STIFFENERS
CORPORATION STOP McDONALD MODEL 6133T BoX
McDONALD MODEL tO
4701-22 OR EOUNALENI' M 1" LINE
WITH ss
McDONALD MODEL 133T 3/4" SERVICE ANGLE STOP:
SERVICE STOP SHALL HAVE
WATER THREADED FITTING FOR
MAIN CONNECTION TO COMPRESSION
ADAPTER AND SHALL BE
McDONALD MODEL 4604
OR APPROVED EQUIVALENT.
\ 3' O BED ANT SHALL BE
INSTALLED BETWEEN
30' \\\- ALL AROUND LINE THE MAIN SERVICE
BEDDING TAP AMID THE METER
AS SPECIFIED �P•
SINGLE SERVICE SECTION VIEW
TYPICAL WATER SERVICE CONNECTION
for SINGLE FAMILY RESIDENCE NOT TO SCALE
� 1>•[ir�SMl�lli •
/I+
-•►I
I �j
2"DIA.THREADEDTAP
AND BRASB NIPPLE
D
THRUST RING
FOR 2"LINE EXTENSION
THRUST COLLAR SHALL BE FORMED USING 1P2"EXTERIOR
PLYWOOD AS PER COLLAR DIMENSIONS SHOWN.
TIE ROD SCHEDULE COLLAR DIMENSIONS
TIE ROD
PIPE DIAM.
QUAN. SIZE SIZE LINE
MIN.W MIN.D
PLATE DIAM.
2 518.
4^
6- L+8"
L+2"
'
2 314.
8'
9" L+V
Lt3"
^
2 314-
8"
I L+9"
L+3"
2'
4 3W
12,
18" L+9'
L+3"
6-
4 7/8'
Io,
IV, L+9"
L+3"
0"
4 1`
20'
20" LA9"
L+3"
4"
4 1-v4•
24"
24" L+10"
L+4"
0'
4 1d/T
30"
24" L+11"
L+51
• CONTRACTOR TO VERIFY DISTANCE
WITH COLLAR SUPPLIERS.
THRUST COLLAR
NOT TO SCALE
REV. NO.
REVISIONS
DATE
Hm Oryf SWWM% P•A. AN dOta ,wrw/. R, "Num m ow of 1M omtmm of MY Ommmi speplM1.0 s 41Nkm to(7=�_,%-%
a."Av6a,An'dPst and a w s :w w Emob , " be mfw°1tlAO.a !o° e. mN! mdd 6W wplw" w ar a".,fine
r- FIRE HYDRANT NOTES
- HYDRANTS SHOULD BE 18' FROM CENTERLTNE OF STEAMER
CONNEC710M 70 FINISHED GRAD& THIS INCLUDES LANDSCAPING.
- STREET NEW OF HYDRANTS SHOULD NOT BE OBSTRUCTED FROM
MEW BY LANDSCAPING OR OTHER U77UTIES FOR A 3' RADIUS
AROUND THE HYDRANT
- ALL LANDSCAPING AROUND 7HE HYDRANTS SHOULD NOT
OBSTRUCT ACCESS TO THE HYDRANT
- ALL HYDRANTS REQUIRE A 5' STORZ CONNECTION ON THE
STEAMER CONNECTION OF THE HYDRANT.
3000psi CONCRETE 12' Ir -
1 tl2' MIN. BITUMINOUS PAVEMENT
� m
SEETON SHEET
FOR OURD INLET DETAIL
CONCRETE CURB DETAIL
NOT TO SCALE
WHERE REVERSE CROWN
IS REQUIRED GUTTER SHALL 1' R
SLOPE AWAY AS SHOWN
R
STANDARD CURB SECTION
TYPE "A" SD7-01
NOT TO SCALE
CONCRETE COPING
&&CRATTE
IT
. A.•.I Y.'. L....; r.•. L;
S
REINFORCING
SECTION VIEW #4 saa5 lroc �" PLAN VIEW
IN PARKING LOT aw
INVERTED CROWN SECTIONS
CATCH BASIN DETAIL
NOT TO SCALE
It
b d D£IYEY BRO£ NO. Cfl--&W3A
r-n OR £QU/YA1£NT
ICI e'-0 7 Od 1 Qd 3/f
MN/MUM AV£RAX NEIQ'1T
a LWAIE 145 iB
r SECTION "A -A"
b
0•-51/4 V-11/Y 0'-51/4"
0'-3 3/4B b
b
0'-0 1/2'
BJ � SECTION "B-B"
6-8 14 V-4IN 0'-81/4 ,b
PLAN VIEW
GRILL BASIN CASTINGS
NOT TO SCALE
TEE OR CROSS
THRUST
PLAN
BLOCK
m
PAY LIMIT FOR HYDRANT INSTALLATION
HYDRANT AS
VARIES
SPECIFIED
1.0'
MUELLER
CENTURION
(TYPICAL)
(YELLOW N COLOR)
0
m1
HYDRANT
BARRED.
BENDING
CRUSHED
; •; •;+
: �J Z_
T,;PE
BO
SPECIFIED
ROCK
DRAIN
GATE
I
VALVE
TEE OR CROSS
UNDISTURBED
••j'
: :
WITH BLOCKING
EARTH (TYP.)
. ,.
SEE COUNTY
THRUST BLOCK
CONCRETE THRUST
DETAIL FOR RODDING
BL000"x4`
MIN.
MN.
IW'111CONB�xEB'
ELEVATION VALVE BLOCKING
HYDRANT INSTALLATION
NOT TO SCALE
Details
Brunswick Forest
TYPICAL DETAILS
LOCATED IN TOWN OF LELAND 6RUNSK1CK C TY NA
•�lauunfr.q Sy.
,"k\ CARO(�ya,�• OWNER: FUNSTON LAND & AMBER, LLC
\\•••• EESS1Q ,. 1007 Evangeline Drive
4rO q` Leland, NC 28451 phone:[phone]
SEAL
2000T = a
'••F�GtN�.'t\h-�' HANOVER DESIGN SERVICES P.A.
�j, ••4HM+•• ��`��, 1
LAND SURVEYORS, ENGINEERS & LAND PLANNERS
1123 FLORAL PARKWAY
rL% (¢ WLMINGTON, N.C. 28403
8002
dhollis 0 hdsilm.com PHONE N (EJ)C3 p 97
Dots
NONE
So41e:
N.T-S.
Dm m:
MJL
Chw*ed:
DSH
Project Ns
8829
Sheet No:
D1
d

CAST IRON FRAME &
VARIES FOR WOODS OR
COVER, TOP TO BE FLUSH PAVED +-
—OTHER OTHER AREAS OUT OF
WITH STREETS, WALKS, OR
TRAFFIC. TOP TO BE AS
RESIDENTIAL AREAS,
ON PLANS. ON
UNOTED NPAVED
3/8"CEMENT UNPAVED ROANS PROVIDE
MORTAR S" COVER OVER LID, AND
SET LABELER CONCRETE
MONUMENT, NEAREST R1W
LIMIT.
MH STEP
REINFORCING
PRECAST ECCENTRIC •.
• DIAMETER STO
MANHOLE IN ACCORDANCE
-------------------
SITUMASTIC JOINT SEALANT
AS APPROVED :
GROUTEDENGINEER INSIDE
. OUT PR
NON -SHRINKING GROUT
I"PER
DIAMETER .•
i
IN PAVED AREAS USE
2-CURS STOP WITH 2'PVC PLUG MONUMENT CASING
MOMETERNUMENT BOX F BOX X IF P,e'
n IN PAVEMENT I _'� � W
CONCRETE SPACERS FOR 2"PVC CL200 •, _I?
ADJUSTMENTTO GRADE
CONCRETE BLOCKING
2"GORPORARON
STOP - AWWA
1HREADED OUTLET NTS
WITH IP COMPRESSION 2" BLOW OFF DETAIL
INLETT,
SD 4-08
PRE -CAST MANHOLE
SECTIONS
5" MIN. WALL THICKNESS
FOR 4' NIA. BARREL
S" MIN. WALL THICKNESS
FOR S DIA. BARREL
MINIMUM 6" STONE I
BEDDING FOUNDATION
RUBBER GASKET
,. ;•
1. a
E
INFLUENT PIPE TO BE
.�
AWWA C-900, OR
_l
. '.
PRE -CAST MANHOLE
CLASS 51 D.I.P.
b
SECTIONS
. f
_
•, .1
DROP CONNECTION
• 1.
(SAME DIA. AND TYPE
j
y
AS INFLUENT PIPE)
1
)'
1
"DIAMETER MIN.
I
CAPS OR
1"
)-.
BLIND
-.
FLANGES
I
CROSS
O
STAINLESS STEEL
vl
a
STRAPS&ANCHORS
wN
Ira (90•)B ND
2,500 psi
W
,1-•
CEMENT
+•+
o
CONCRE
60" DIAMETER
DROP MANHOLE
STANDARD WATER VALVE BOX
& COVER MARKED C.O.
CONCRETE SIDEWALK CONCRETE CURB & GUTTER
i�•, . y
"o.
I
io CLEAN -OUT '•''
SEAL CLEAN -GUY
W/CLEAN-OUT CAP EXTRA HEAW SOIL PIPE
1/8" BEND
PLUG W/s• SINGLE TEST EXTRA HEAYP s•� MAIN
PLUG W/WING NUT SOIL PIPE
(SEE NOTE 2)
NOTES: 6" TAPPING SADDLE
TEES OR WYIS ARE TEE OR WYE.
INSTALLED IN NEW MANS LAB) BY THE
CONTRACTOR.
2-THESE ITEMS SHALL BE INSTALLED WHEN
NO HOUSE CONNECTION IS MADE AT C.O.
NTS
GUIDELINES FOR
STANDARD CLEAN -OUT
SANITARY SEWER SERVICE
PRECAST CONCRETE
GRADE RINGS
VARIES
12" MAX.
ECCENTRIC
PRECAST CONE
MANHOLE COVER
GROUT
MANHOLE STEPS
AS SPECIFIED
PRECAST MANHOLE
NTS
PRECAST MANHOLE
RING EXTENSION
R
0'-1 1/2" 0._6.
- 1/2•
0'-0 3/40
NOTE CAST IRONMINIMUM AVERAGE WEIGHT
10 LBS.
EQUIVALENT TO
DEWEY BROS. MH-WT 8 NTS
MANHOLE STEP
ANCHORS 114"SS PLATES
1/2"SS RODDING
PARTS TO BE
STAINLES STEEL STAINLESS
STEELNUTS
DROP PIPE TYPICAL
�I
N.T.S.
STAINLESS STEEL
ANCHOR STRAPS
0'-4`
-6"
VIEW A
NOTES:
1-DO NOT TAP MANHOLE AT JOINT.
2-BREAK OUT MINIMUM AMOUNT OF MANHOLE WALL TO ALLOW
NEW PIPE TO ENTER.
3-CONCRETE TO BE BROKEN FROM INSIDE OF MANHOLE, IF
POSSIBLE-
4-PLACE COLLAR MOUND NEW PIPE. COLLAR TO BE BUILT
RESTING ON UNDISTURBED SOIL.
5-REPAIR CONCRETE WITH NON -SHRINK CEMENT.
6-SEE SO 14-11 FOR PRE -CAST MANHOLE DETAIL.
NTS
STANDARD TAPPING
DETAIL PRE -CAST
N.T.S.
ENTRANCE/EXIT DETAIL
STEEL T POSTS
Ptee Le&
M SPACING
SEE NARRATIVE FOR 4' SPACING
SECURE UM
WIRE MESH MORE DETAIL AND 19 GAUGE
TO POSTS AT TOP. ALTERNATE METHODS. HARDWARE CLOTH
MIDDLE AND BOTTOM 1/4• MESH OPENINGS
MINIMUM HEIGHT
OF 2 FEET
2'FLAP UNDERSTON
`�
�.Y`•-t �.,'-�
ANNCHOR CLOTH—
">- _ti C
DROP INLET
WITH GRATE
L
Z
i
Tn
NCDOTWASHED
OR /500
7
STONE
._-
2:1 SIDE SLOPE
-�� ,
MAXIMUM
N
ISOMETRIC
HARDWARE CLOTH & GRAVEL
VIEW
INLET PROTECTION
NTS PRACTICE 6.51
I
8"MINIMUM
4"MINIMUM SECTION
40' R/W
28' F.C. TO F.C.
19' PARKING & TRAVEL LANE 9' TRAVEL LANE
5.5' 2' 17.5' 7.5' 2' 5.5
GRASSED AREA
z 5 SIDEWALK
2' UPRIGHT CURB 8"ABC 2' UPRIGHT CURB
** 1.5" S9.5A
U
40' PUBLIC R/W STREET SECTION (STREET "A") TO BE NAMED
**NOTE WELL. NOT TO SCALE
PAVEMENT THICKNESS AND SUBGRADE REQUIREMENTS
MAYBE INCREASED PER RECOMWNDADON OF GE07Ep•2WCAL CONSULTANT. TYPICAL NCDOT (TND) STREET
CONTRACTOR RESPONSIBLE FOR COMPACTION 7ES71NG
60' R/W
WITH SIDEWALK• WITH SIDEWALK
0.5'1 5' 1 6. V 18' 18' 1 6.5' 1 5' 1 0.5'
+/e / "J sAx+ / Fr.
SIDEWALK W DEWALK
GRASSED AREA ** 1.5" S9.5A ** 8" ABC GRASSED AREA
*p40TE WE7,L; 2' VALLEY CURB ASPHALT BASE COURSE
PAVEMENT 7iIMWW AND SUSGRADE REQUIREMENTS 60' R/V1( STREET SECTION
MAYBE INCREASED PER RECOMMENDATION OF GEOTECHNICAL
CONSULTANT. NOT TO SCALE
CONTRACTOR RESPONSIBLE FOR COMPACTION TES77NG
NO WOODEN EXPANSION JOINTS DURING SIDEWALK CONSTRUCTION
24' ALLEY
20'
2' 1 1V 16 I 2'
/ / w
GRASSED AREA/N
** 1.5" S9.5A ** 8" ABC GRASSED AREA
r•NOIE IaL* 2' VALLEY CURB ASPHALT BASE COURSE
PAVEMENT THICKNESS AND SUBGRADE REQUIREMENTS
MAYBE INCREASED PER RECOMMENDATION OF GEOTECHNICAL 24' PRIVATE ALLEY SECTION
CONSULTANT. NOT TO SCALE
CONTRACTOR RESPONSIBLE FOR COMPACTION TESTING
NO WOODEN EXPANSION JOINTS DURING SIDEWALK CONSTRUCTION
WITH SIDEWALK
+/a / •r wx+ / rx
GRASSED AREA' rr 1.5" S9.5A ** 8" ABC
2' VALLEY CURB ASPHALT BASE COURSE
50' R/W STREET SECTION
"NOTE WELL NOT TO SCALE
PAVEMENT THICKNESS AND SUBGRADE REOVIREME147S
MAYBE INCREASED PER PXCOAOASWA77ON OF GEOTECHNICAL
CONSULTANT.
CONTRACTOR RESPONSIBLE FOR COMPACTION TESTING
70'
WITH SIDEWALK,
1 4' 1 V I
GRASSED AREA
( 36, B.C. TO B.C.
4' 8' 1 5' 2' 1 16' 16' 1 2• 1 1T
8' SIDEWALK �•• � II+ GRASSED AREA
9
GR
2" P9.5 8"ABC V VALLEY
VAUEY CURB 7 CURB
70' PUBLIC RM STREET SECTION
NOTE WELL NOT TO SCALE
PAVEMENT TTICKNIW AND SUBGRADE REQUIREMENTS
MAME OWWASED PER REDO ENWITION OF GEOTEG7/&M C WSULTANT
CONTRACTOR RESPONSIBLE FOR COMPACTION TESTING.
Note: Metal stakes are minimum 4' long, 1.33 Ib/LF steel.
MAXIMUM SPACING,
SEE NARRATIVE
COMPACTED FILL OR
GRAVE
OFEXTENSION
EXTENSION
E TRENCH RE
NOTE:
� NARRATIVE
OF
INTO�T
FABRIC AND WIRE
FOR MORE DETAIL.
INTO THE TRENCH
ISOMETRIC VIEW
NTS
SEDIMENT FENCE ( SILT FENCE)
PRACTICE 6.62
—►i La
W
24`-36* Raps-10'
48" & 54"" Rcps-tY
OP
OUTLET PROTECTION and
ROCK STABILIZATION APRON
a&
RCP OMMETER
La
W
d50
I dMAX
APRON
RED. STONE
ALL le
15'
iS'
3"
8"
1'
approx. lay
ALL 24"
15'
1S'
3•
6`
1'
approx. 7oy
ALL 30"
'IS'
1S'
3'
8'
1'
approx. lay
ALL 36"
30,
15'
3"
6"
1'
approx. i
ALL 48"
20'
20'
3"
6"
1'
approx. 1
ALL Se
20'
20'
3"
B"
V
approx. 1
ROCK STASIUZM APRON
La
W
d50
dMAX
APRON
RED. STONE
TWIN 360
10'
iS'
3'
8`
t'
a rox. Bay
TWIN 24`
10'
13'
1 3•
6`
1'
. 6Oy
TWIN 180
10'
15'
3"
6"
1'
a x. Soy
NOTE HELL
1 ounv PRotECTION & 2) SLOPE IS FLAT (OX)
ROCK STANUZA770N APRONS FOR A MINIMUM OF XF
REQUIRED AS SHOWN ON PLAN, 2' MIN. BOTTOM WIDTH.
Rock 1
0 top of pipe
_ both aide•
W SLOPE
OP EMBANKMENT
See Narrative for
mWItIonal detaBs
2'min.
NOTE FILTER FABRIC IS TO
BE PLACED UNDER ALL STONE
INLET AND OUTLET PROTECTION.
USE NMON MIRAFI 6OOX
POLYPROPYLENE, OR EQUIVALENT
SIDE VIEW
NTS
REV. NO. REVISIONS DATE
a•PPNht % Honoh. SwbnA AX, Al dab o w,*d RgwaA"am W W. W 0. mo t• WY Mdwm,,rrt Wad t', W d•I*e.r to MY
d•a•ent h •I I W WNWO nAM m for Ih• tad 9NWyW W &~, h l+•helI" aMy •whke ft. Me of Mk d•wxn at
aNdw nM M• 00abd .Ipwe•e aN Odom! • of M• SwwiwW avlow. d" Oo aw,•WI•d to M " M a MW a,glM
Details
Brunswick Forest , n
TYPICAL DETAILS r,
LOCATED IN TOWN OF LELAND BRUNSWICK C ITT J_ OUN4
OWNER: FUNSTON LAND & TIMBER, LLG __� - 7
1007 Evangeline Drive
Leland, NC 28451 phone:[phone]
HANOVER DESIGN SERVICES, P.A. ,.1.
LAND SURVEYORS, &LAND PLANNERS
1123 FLORALLORAL PARKWAY
KWAY t\1p1LJ'�
WILMINGTON. N.C. 28403
PHONE: [phone]
Gate:
NONE
SWIM
N. T.S.
drown:
MJL
ChaOke&
DSH
Project NO:
8629
Sheet Nw
D2
( F:\Ail\forest\MASTER DRAWINGS\DETAIL SNEETS.dwg (Layout D2)

SOD
OR REINFORCED
VEGETATED SOIL
TO WETLANDS
STONE dSO. 3'
LEVEL SPREADER & ENERGY DISSIPATER LS
PLAN N.T.S.
OUTLET
PIPE
INV.ELEV
MATCH
NATURAL
-.----- __...t._.___I._...._
.-.,_ 0%SLOPE
.. AS PER PLAN LEVEL
GRADE
SPREADER
4 FLOW aim FES
TO WETLANDS
, �
, 1 j T- , 4 !✓J -
q i' %
. I `f,...
-
1
, " "12
err
STONE d50 = Y'
_ _ _
FILTER FABRIC
MATCH
PIPE d50=3"
'
tFILTFABRIC Is To
am ER
SLOPE STILLING (1T...-"PLACIDLVM
ea PLACID ALL STWE
ease AND OUTLET PRaT CMM
BASIN
LIM nomad wm sou
PMVIRa'YLAM at EAmm"T
LEVEL
SPREADER & ENERGY
DISSIPATER
SECTION
N.T-S.
STONE dso • 3'
xtt e
arm' •0•
ouTUET h•U FLOW ,,,p, FEs s�z+'b °�,.y ll, . �c.'. •�
" .par • "E
a1NFAl.t
-_ OR REINFORCED
VEGETATED SOIL
� 8 LEVEL SPREADER & ENERGY DISSIPATER
TRENgI
ISOMETRIC N.T.S.
F:\AII\BForest\MASTER DRAWINGS\DETAIL SHEE7S.dw9 (Layout D3)
FLOW DIRECTION
WASHED STONE I' EROSION CONTROL
THICK ON FACE STONE =:�
TO YAM FROM ME OF DAM
•FILTER ��
FABRIC"i•i•• • ••i•i•••••••,P•••4•
SECTION A -A
it
LAO'
EROSION
CONTROL
STONE - -1 @ *
FILTER FABRIC
A -J
CHECK DAM DETAIL
NOT TO SCALE
mar GRASS -LINED
- 11
5
CD
SAC poses
6.83 Construction Specifications
1. Place stone to the lines and dknmeans shown In the plan on a filter fabric
foundation.
2. Keep the center alone section at least 9 Inches below natural ground level
what the dam 3. Extend stores at least 1uts1..5 ft beyond Ne channel e ditch banks (Figure 6.83b) to keep
overflow water from undercutting the dam as It re-enters the channel.
4. Set spacing between dams to assure that the elevation at the top of the lower
dam Is the some as the toe elevation of the upper dam.
5. Protect the channel downstream from the lowest check dam, considering that
water will flow over and Around the dam (Practice 6.41, Cutlet Stoblilzatfan
Structure). S. Make sure that the channel reach above the most upstream dam Is stable,
6. Ensure that channel appurtenances, such as culvert entrances below check
dame, ark not subject to damage er blockage from displaced stones.
Maintenance
Inspect check dame and channels far damage after each runoff event Anticipate eP yy pate
submergence and oelflan above the olhedk don and erosion from high Howe
erg asp tg
around the edges of the dam. ConeM all damage Immediner I It at pardon
erosion occers between dome. lasted[ a protective and veroP ann ls that pardon
of the Bierman (Practice &31, R(prop-Ikmad and Paved Channels). Remove sediment
accumulated behind the dame an needed to prevent damage to channel vegetation,
allow the charnel to drain through the atom check dam, and prevent large flows
from corry�t�9 sediment over the den. Add stones to dams as needed to maintain
design It= and cross section.
SEE INDIVIDUAL POND
PLANS FOR PIPE SIZING
DESIGN
MAXIMUM"
RCP DL4METEt
CFS
FPS
60"
200
10
a"
120
10
36"
65
10
30"
45
10
?4"
30
10
18"
18
10
Construct lan Road Stnbl IIzat l on
Speclflcatian B 6,80 - Construction Specifications
1. Clear roadbed and parking areas of oil vegetation, roots and other,
objectionable material,
2. Ensure that rand construction follows the natural exmtours of the terralre if
it is possible.
3. Locate parking Drees on naturally flat areas If they are oval table. Keep
grades sufficient for drainage but generally not nearer than 2 to 3X
4. Provide surface drainage, and divert excess runoff to stable Areas by using
water bars or turnouts (References Runoff Control Measures),
5. Keep cuts and fills At 2h1 or flatter for sofety And stability and to
facilitate establishment of vegetation and maintenance.
6. Spread a (-inch course of 'ABC' crushed stone evenly, over the full width of
the road and smooth to avoid depressiams,
7. Where seepage Areas ar seasonally wet areas mat be crossed, Itesta tI
subsurface drolns or geotexti to fabric cloth before placing the crushed stone
C PractI ce 6. 81, Subsurface Dr* 1N.
S. Vegetate all roadside ditches, karts, flits and other disturbed Areas or
otherwise appropriately stab£ llze as soon as grading is complete (References,
Surface Stabi tfzattar).
A Provide appropriate sediment control measures to prevent off-xite
sedimentation.
Maintenance
Inspect construction roads And parking ovens periodically for condition of
surface. TAplress with new gravel as needed Check rod ditches and other
saetled areas for erosion And sedimentation After ruloff-producing raimis.
Maintain all vegetation In a healthy, vigorous condition Sedlnent-prodwaing
ovens should be treated Immediately.
Sediment Fence (Sett Fence)
Specification, 6.62 - Construction, Speciflenttarhs SF
NATERIALS
1. Use a synthetic fl lter fabric or pervious sheet of polypropylene, nylon,
polyester, or potyethylere yarn, which is cartifled by the manufacturer or
su pt Ise, as conforming to the requirements shown In Table 6. 626 Synthetic
filter fabric should contain ultraviolet ray Inhibitors And stub) U zers to
provide a ninimum of 6 months of expected usable construction life at a
temperature range of 0 to 120 F.
2. Ensure that posts for sediment fences we either 4-Inch diameter pine, 2-Inch
diameter oak, or 1.33 lb/l hear ft steel with a minimum length of 4 ft. Make
stare that steel posts haves projections to fact tltate fastening the fabric
3.For relreforcemerit of standord strength It iter fabric, use wire fence with a
minimum 14 gauge And a maximum mesh spacing of 6 Indies.
Table 6.62b
Specifications For Sedlmerit Fence Fabric
Pinysil Iments
Property Requre
FilteringFitte,ing Efficiency - BSb (ron)
Tensl to Strength at Standard Strength- 30 Ib/l in In (min)
Extra Strength- 50 tb/tin in (roe
Slurry Flow Rate - 0.3 gal/sq ft/nun (min)
CONSTRUCTION
1. Construct the sediment burr l or of standard strength or extra strength
synthetic filter fabrics.
S Ensure that the height of the sediment fence does not exceed 18 inches above
the ground surface. (Higher farces nay impound volumes of water sufficient to
cause fat lure of the structure,),
3.Construct the filter fabric from a continuous roll cut to the length of the
barmier to avoid joints. When Joints are necessary, securely fasten the fitter
cloth only At a support post with overlap to the next post.
4. Support standard strwpth It lter fabric by wire mesh fostered securely to the
up slope side of the posts using heavy duty wire staples At least 1 Inch long,
or tie wires. Extend the wire mesh support to the bottom of the trench
5. When A wire mesh support fence Is used, space posts a maximum of 8 ft apart.
Support posts should be driven securely Into the ground to a relnlmw, of 18
Inches.
6. Extra strength It lter fabric with 6ft post spacing does not requlre wire mesh
support fence. Staple ar wire the fitter fabric dlreetly to posts.
7.Excavate a trench approximately 4 inches wide and 8 Inches deep along the
proposed line of posts od upslope from the barrier (figure 6. 62a),
8. Backfi l l the trench with compacted soft or gravel placed over the filter
fabrlr-
9, Do not attach fl lter fabric to existing trees.
Ma I ntenance
Inspect sediment fences at least once a week awl after each minfatI. Male any
required repairs tmnedlatety.
Should the fabric of a sMlment fence collapse, tear, decompose or become
Ineffective, replace It promptly. Replace burlap every 60 days.
Remove sediment deposits as necessary to provide adequate storage volume for the
next rain And to reduce pressure on the fence. Take core to avoid undermining
the fence during cleanout
Remove all ftm Inge materials and unstable sadiment deposits And bring the area
to grade and stobi llze It after, the contributing drolnoQe Area has been property
stab I t hen
Line receiving channel
with Excelsior Mat ( typical )
t GRASS LINED
` , ';` .'``' : . t
GC ' 1"'`' ---1 2
GRASSED CONVEYANCE CHANNELS
NTS
Permanent Seedlno
Speclf lcatlons A 6. It - Spectf icotiors
Seedbed Requirements
Establishment of vegetation should not be attempted on sites that ore unsuitable
due to Inappropriate soli texture (Table 6. ila), poor akalnoge, concentrated
overland flow, or steepness of slope untlI measures have been taken to correct
these problems,
To maintain a good stand of vegetation, the soft must meet certain minimum
requirements as a growth medium The existing soft should have these crlterla
- Enough fine-grolned (sett And clay) metterlat to maintain Adequate
moisturre and nutrient supply (oval table water capacity of at least .05
Inches water, to I. Inch of Sol U.
- Suff lelent pore space to permit root pereetratlom
- Sufficient depth of sot to provide an adequate root zone. The depth to rock
or impermeable layers such as hardpans should be 12 Inches or news, except on
slopes steeper than 211 where the addition of act is not feasible.
- A favorable pH rape for plent growth, ustaI ly 6. 0-15, 5.
- Freedom from large roots, branches, stones, large clods of earth, or trash of
any kind. Clods and stones ray be left on slopes steeper than 3,1 If they are
to be hydroseadad
If any of the above criteria are not met -I. a., if the existing soli Is too
coarse, dense, shallow or acidic to foster vegetation-speclat amendments we
required The soli conditioners described below may be beneficial or,
preferably, topsoil any be applied in accordance with Practice 6.04, Topsolting.
Solt Condittorers
In order to Improve the structure or dminage characteristics of a soft, the
following material may be added These amendments should only be necessary
where Solis have limitations that make them poor for plait growth or for fine
turf establishment (see Chapter 3, Vegetative Considerations).
Peat -Appropriate types are sphegrum moss peat, hypmam moss peat, reedsedge peat,
or peat humus, all from fresh -rater sources. Peat should be shredded and
conditioned In storage pi has for at least 6 months after excavation
Sand -clean and free of toxic taterials
Vermiculite -horticultural grade And free of toxic substances.
Rotted manure -stable or cattle manure not containing undue amounts of straw or
other bedding materials.
Thoroughly rotted sawdust- free of stones and debris. Add 6 lb. Of nitrogen to
each cubic yard.
Sludge -Treated sewage And Industrial, sludges ore Available In various Forms
these should be used only in Accordance with local, State and Federal
regulations.
Speci
es Selection
Use the key to Permanent Seeding Mixtures (Table 6. 11b) to select the most
appropriate seeding mleiture based on the general site And maintenance factors.
A listing of species, Including scientific names And characteristics, is given
in Appendix S. Of -
Seedbed Preparation
Install necessary mechanical erosion and sedimentation control practices before
seeding, and complete grading according to the approved plan.
Line and fertilizer needs should be determined by soft tests. Solt testing is
performed free of charge by the North Carolina Department of Agriculture soft
testing laboratory. Directions, sample carton, and infarction sheets ore
available through county agricultural extension offices or, from NCDA. Because
the NCDA roll testing tab requires 1-6 weeks for sample turrmwound, sooting
must be planned wall in advance of ftnal grading. Testing is also done by
commerclal laboratories.
When soft test are not available, follow rates suggested an the Individual
specif lcation sheet for the leading mix chosen (Tables 6. tic through 6. llv).
Applications rates usually fait Into the following ronq)es
- Ground agricultural limestone
Light -textured, sandy satire 1-1 1/2 tons/acre
Heavy textured, clayey salts 2-3 tons/acre
- Fertlllzori
Grasses SM-12M lb/acre of 10-10-10 (or the equivalent)
Wass -legume mlxturres SW-12M (b/acre of 5-10-10 (or- the equivalent)
Apply time and fertilizer evenly and Incorporate into the top 4-6 Inches of
soft by disking or other suitable means. berate machinery on the contour.
When using a hydroseeder, apply time and fertilizer to a rough, loose surface.
Roughen surfaces according to Practice 6.03, Surface Roughening,
Complete seedbed preparation by breaking up large clods and raking Into a
smooth, un Ifomm surface Cstape less than 3,1) Fl 11 In or level depress Ions than
can collect water. Broadcast seed Into A freshly loosened seedbed that has not
been sealed by rainfall.
F Table 6. Its - Seeding Nn 4CP form I
Mel( -Drained Sandy loons to Dry Sands, Coastal Plain) Low to Medium -Care Lawns
Seeding mixture
Species - Centlpecegrass - Rate - 10-20 lb/acre treed) or 33 bu/acre, (sprigs)
Seeding dates - Mar. - June, (Sprigging can be done through July where water is
Avaitabte for Irrigation.)
Soli Amendments - Apply lime And fertl IIzer according to sell test, or apply 300
lb/acre 10-10-10.
Sprigging - Plant sprigs in furrows with a tractordrorn transplanter, or
broadcast by hand
Furrows should be 4-6 Inches deep omit eft apart Place sprigs about 2 ft apart
in the row with one end at or above grand level (Figure 6. 11cD.
Broadcast at rates shown above, and press sprigs Into the top 1 1/2 Indus of
soli with A disk set straight so that sprigs are not brought back toward the
surface.
Hutch - Do rat mulch
Ma lntereance - Fertilize very sparingly- 20 tb/acre nitrogen In spring with no
phosphorus. Centiadegrass cannot tolerate high pH err excess ferti llzar.
Tabte 6. 11t - Seeding Na 5CP form Welt -Drained Sandy Loans to Dry Sandsi Low
Maintenance
Seeding mixture
Species Rate (lb/acre)
Pensacola Bahlagrass 50
Serlcea lespedeza 30
Common Bermudagrass 10
Gannon ml Ilet 10
Seeding notes
1. Where a neat appearance is deslred, unit senccea
Z Use common Bermudigrass only on isolated sites where It cannot become a pest.
Bermudagrass may be replaced with 5 lb/acre centladgrass.
Seeding dates - Apr. 1 - July 15
Solt Amendments - Apply time and fertilizer according to soft tests, or apply
3,000 lb/acre ground agricultural limestone and 500 lb/acre 10-10-10 fertilizer.
Mulch
Apply 4,000 lb/acre grain straw or equivalent cover of another suitable mulch.
Anchor by tacking with asphalt, roving And netting or by crMmping with a mulch
anchoring toot. A disk with blades set nearly straight can be used as a mulch
Anchor I no tool.
Maintenance - Referti Uze the following Apr. with 50 lb/acre nitrogen. Repeat
as growth requires. May be moved only once a year. Where a neat appearance is
desired, omit sericea and row as often as needed
Table 6. 11v - Seeding Na 7CP form Grass -tined Channels) Coastal Ptacn
Seeding Mixture
Species - Common Bennudagrass - Rate - 40-80 (1/2 tb/1,000 ft )
Seeding dates - Coastat Plain) Apr - July
Soli amendments - Ably line and fertl llzer, according to salt tests, or apply
'... 3, 000 lb/acre ground agrlcutturat limestone and 500 lb/acre 10-10-10 fertl I. tzar.
Mulch - Use Jute, excelsior matting, w other effective charwet fining material
to cover the bottom of channels and ditches. The timing should extend above the
highest calculated depth of flow. On charmat side slopes Above this height, and
In drainages not requiring temporary tinings, apply 4, 000 tb/acre graln straw
and anchor straw by stapling netting over the top,
Mulch and Andwrring materials must be allowed to wash darn slopes where they can
clog drainage devices.
Maintenance -A minimum of 3 weeks Is required for estate U shment. Inspect and
repair mulch frequently. RefertlU ze the following Apr. with 50 lb/acre
nitrogen.
L Refer, to Appendix 8.02 for botanical names
NOTE:
THIS PLAN TO BE U77LIZED AND
REVIEWED ONLY IN CONJUNCTION
WITH THE WRITTEN NARRATIVE,
WHICH IS AN INTEGRAL PART OF
THIS EROSION AND SEDIMENT
CONTROL PLAN.
STABILIZATION TIME FRAMESh
SITE AREA DESCIIPTION I
STABILIZATION
Perimeter dikes, states, ditches and slopes
7 DAYS
High GuAlhty Water (HMO Zones
7 DAYS
Skies steeper than 31 1
7 DAYS
Slopes 3e 1 or flatter
14 DAYS
All other areas with slopes flatter than M 1
14 DAYS
MORE GENERAL NOTES. ­N
1. ALL CONSTRUCTION TO APPLICABLE STATE AND LOCAL CODES.
2. CONTRACTOR TO COORDINATE ANY REQUIRED TRAFFIC CONTROL WIN NCDOT.
3. CARE SHALL BE TAKEN DURING FINAL GRADING TO ENSURE POSITIVE
DRAINAGE TO DRAINAGE SWALES AND RECEIVING STRUCTURES.
4. CONTRACTOR IS RESPONSIBLE FOR COORDINATION OF ANY RELOCATIONS,
RE -ALIGNMENTS DISCONNECTIONS OR CONNECTIONS OF EXISTING
UTILITIES WITH APPLICABLE AUTHORITIES AND ANY REQUIRED PERMITS,
5. CLEARING AND G"BING OF SITE TO INCLUDE REMOVAL OF EXISTING
CURB, ASPHALT. INLETS, AND ANY 07HER STRUCTURES INCLUDING TREES,
STUMPS AND DEBRIS EXISTING ON SI7E TREES NOT REQUIRED TO BE
CLEARED FOR CONSTRUCTION SHALL REMAIN UNLESS OTHERNISE DIRE07ED.,,`00
T�egQornry Seeding
Specification • 6.10 - Speclf lcations
Complete grading before earl seedbeds amid Install nit necessary erosion
Carp 8rn � preparing np Y
control practices, such as dikes, waterways avid basins. Mlnimlze steep slopes
because they Broke seedbed prepwatlen dlff lcutt And Increase the erosion hazard.
If salts become compacted during grading, loosen then to A depth of 6-8 inches
using a ripper, harms, w chisel plow,
Seedbed Prepwat Ion
Good seedbed preparation Is essential to successfut plant establishment, A good
seedbed Is well -pulverized loose and uniform Where hydroswerdlrg methods are
used, the surface nay be left with a rare Irregular surface of large clods Arid
stones.
Lining - Apply time according to soft test recormenciatlons. If the pH (acidity)
of the soft Is not known, an Application of ground agricultural limestone net the
rate of 1 to 1 1/2 tons/Acre on coarse -textured soils and 2-3 tans/acres on
fine -textured salts Is usually sufficient. Apply limestone uniformly and
Incorporate into the top 4-6 inches of soil. Salts with a pH of 6 or higher
need not be IIreed.
Fertilizer- Use application rates on volt tests. When these are not possible,
apply a 10-10-10 grade fertilizer at 700-1,000 lb,/acre. Both fertilizer And
time should be Incorporated Into the top 4-6 inches of soft. If a hydraulic
seeder Is used, do rot nix seed and fertilizer more than 30 minutes before
application.
Surface roughening- If recent tillage operations have resulted in a loose
surface, additionoI roughening nay not be required except to break up large
clods. If rainfall causes the surface to become sealed or crusted, loosen It
Just prior to seeding by disking, raking, harrowing, or other suitable methods,
Groove or furrow slopes steeper than 3h1 on the contour before seeding (Practice
6103, Surface Roughening).
Plant Selection
Select on Appropriate species or species mixture from Table C too, for seeding
In late winter nerd early spring, Table 6. Lob for stammer, And Table 6. 10c for
fat t.
Seeding
Evenly apply seed using a cyclone seeder (broadcast), drift, cuttipacker seeder,
or hydroseeder. Use seeding rates Divan in Table 6,tGa-6.10e Broadcast seeding
and hyroseeding ore Appropriate for steep slopes where equipment cannot he
driven. Hand broadcasting Is not recommended because of the difficulty In
achieving a unlforn distribution. Small Drains should be planted no more than 1
Inch deep, and grasses And legumes no more than 1/2 Inch. Broadcast seed must
be covered by raking or chain dragging, And then tightly firmed with a roller or
cultipacker. Hydroseaded mixtures should Include a wood fiber (cel tutors) mulch
Mulching
The use of appropriate mulch wilt help ensure establishment under normal
conditions and Is essential to seeding success under harsh site condition
(Practice 6,14, Mulching). Harsh site conditions Include,
-seeding in fall for winter rover (wood fiber mutches are not considered
adequate for this use),
-slopes steeper, than 311.
-excessively hot or dry weather,
-adverse Sol ls(shwl low, rocky, or high In clay or sand), And
-amens receiving concentrated flow.
If the area to be mu Iced I subject to concentrated waterf tow, As Ire channels,
Anchor mulch with netting (Practice 6.14, Mulching).
Table 6. IOa - Temporary Seeding Recommendation for Late Winter and Early Spring
Seeding mixture
Species- Rye(graln), ArnAml tespedezo (Kobe in Piedmont and Coastal Plain
Rate (lb/acre)- 120
Omit annual lespedeza when duration of temporary cover is not to extend beyond
June
Seeding dates -Coastal Plain - Dec 1 - Apr. 15.
Soil Amendments- rot low rer_armekMat i one of soli tests or apply 2, 000 tb/acre
Wound agricultural limestone and 750 lb/acre 10-10-10 fertl I.tzar.
Mulch -Apply 4,000tb/ncre straw. Anchor straw by tacking with asphalt, netting
err a mulch anchoring toot. A disk with blades set nearly straight can be used
as a mulch anchoring tool.
Maintenance - Refertlllze If growth Is not fully adequate. Reseed, refertilize
and mulch Immediately following erosion or other damage,
Table (h 10b - Temporary Seeding Recommendations for Summer
Seeding mixture
Spec Ies-German nl llet
RAW lb/acre)- 40
Seeding dates -Coastal Plann- Apr. 15-Aug. 15
Soil amendrents-Follow recommendations of Solt tests or apply 2,000 lb/acre
ground agrlcultural limestone and 750 tb/acre 10-10-10 fertilizer.
Hutch -Apply 4,000 lb/are straw. Anchor straw by tacking with asphalt, netting
or a mulch anchoring toot. A disk with blades set nearly straight can be used
as a mulch Anchoring tool,
Maintenace-Refertilize if growth is not fully adequate. Reseed, refertltize
and nulch Immediately following erosion or other damage.
Table 6. 10c - Temporary Seeding Recommendation for Fall
Seeding mixture
Species-Rye(Vain)
Rate(tb/acre) - 120
Seeding dates - Coastal Plain and Piedmont -Aug 15 - Bec. 30
Solt amendments - Follow salt tests or apply 2,000 tic/acre ground agriculture(
limestone will 1,000 tb/acre 10-10-10 fertilizer.
Mulch- Apply 4,000 tb/acre straw. Anchor straw by tacking with asphalt,
netting, or a mulch anchoring toot. A disk with blades set nearly straight eon
be used as a mulch anchoring toot.
Maintenance- Repair and refertilfze damaged areas Immediately. Topdress with 50
lb/acre of nitrogen In March, If It Is necessary to extend tempwory cover
beyond June 15, over -seed with 50 tb/acre Kobe (Pledneent And Coastal Plain)
Land Grnding `
Spec if l rat con M 6.02 - Construct l on Spec l It cat l ons
1. Construct And no, Ireta In all eras Ion and setl l mentot l on control proct l ces and
measures in accordance with the approved sedimentation control plan and
construction schedule.
2. Remove good topesoit fran areas to be graded and fl fled, and preserve 1t for
use In finishing the grading of all critical Arens.
3. Scarify areas to be topsol led to a minimnsm depth of 2 Inches before placing
topsoil (Practice 6. 04, Topsol ling).
4. Clear And grub areas to be fl fled to remove trees, vegetation, roots, or other
objectionable moterlal that would affect the planned stab)IIty of the fl II.
5. Ensure *hot It I t t mated a I. I s free of brush, ruble I sh, rocks, togs, stumps,
but tiling debris, And other motwials Inappropriate for constructing stable
flits.
6. Place at I. fill In layers not to exceed 9 inches In thickness, and Compact the
layers As required to reduce erosion, sUppage, settlement, or other related
problems.
7. Do not incorporate frozen material or soft, mucky, or, highly compressible
materials into fl 11 slopes.
S.Do not place fill on A frozen foundation, due to possible subsidence and
$ l I ppag)Q.
9. Keep diversions And other water conveyance measures free of sediment during
all phases of development
IQ Handle seeps or springs encountered durinp construct I on Ire accordance with
approved methods (Practice 6. 81, Subsurface Drain).
11.1permarhently stabilize all graded Areas Immediately after final grading is
completed on each area. In the grading plan Apply temporary atateltizatfen
neasure: Are all graded areas when work Is to be lnterrupted or delayed for 30
working days or longer.
12, Ensure that topsoil stockpi tes, borrow Areas, and sett areas ore adequately
protected from was l on with temporary and ftrol stub U zat Ion measures,
Including sediment fencing and temporary seeding as necessary.
No I ntereance
Periodically check all graded Wrens and the supporting erosion and sedimentation
control practices, especially After heavy rainfalls. Promptly remove all
sediment from diversions And other, water -disposal practices. If washouts o,
breaks occur, repair them Immediately. Prompt maintenance of small eroded areas
before they become significant gullies Is (An essential art of an effective
erosion and sedimentation control plan.
I
NDTE WELLh
ANY AREAS ON -SITE WITHOUT ACTIVITY SHALL BE STABILIZED WITHIN
15 VOWING DAYS OR 21 CN.ENDAR DAYS AND AS ABOVE. ALL SUES
MUST BE STABILIZED WITHIN 21 CNEt" DAYS O CEASE ff ANY
ACTIVITY.
DEMO MM ARE TWM O R15TAUATONS REQN0 BY C1tt AND aaAnY.
TNES SHEET DOS NOT PURPORT TO SHOW ALL TEALIIRID CO IRIC1DI1 DETAILS. BUT
RA30 SUM AS A GLIDE THE OONIRIIA R IS PESPONSIPLE FOR ADIBABIO TO ALL
CITE OMMtY AID STATE CARES AND 00l11111=1131 STANDARDS
No geotechnicd testing has been performed on site. No warranty
Is made for suitability of subgrade, and undercut and any required
replacement with suitable material shall be the responsibility
of the contractor.
I REV. NO. I REVISIONS I DATE JI
dim ew,L b reartad
me & err Homo � ��wm WNW motto/ � rMletw, Nwettim0w, ter Lee, ofJ, pal�lbd. ahlY aeaftnto of As, am � eJm doaa,na �
romW hem OM n41 N n.fim ,mod .rbW Md ear b• &A"W mar rnoh ,. ear M mmrwa•d me M odd ow bw afYa .
Sediment Bnstn Specifications w 6.61 - Construction Specifications B
1. Site preparations -Clear, grub and strip topsoil from areas under the
embankment to remove trees, vegetation, roots and other objectionable material,
Delay clearing the pool area until the don is complete and then remove brush,
trees And other objectionable materials to facilitate sediment cleamout.
Stockpile all topsoil or soft containing organic matter for use on the outer
shell of the embankment to facilitate vegetative establishment. Place temporary
sediment control measures below the basin ns needed.
2,Cut-off trench -Excavate A cut-off trench along the centerline of the earth
It It embankment Cut the trench to stable soli material, but in no case make it
less than 2 ft. deep. The cut-off trench must extend Into both abutments to at
least the elevation of the riser crest. Make the minima bottom width wide
enough to permit operation of excavation and compaction equipment but in no core
less than 2 ft. Make side slopes of the trench no steeper then It 1. Compaction
requirements are the same as twee for the embankment Keep the trench dry
during backfI lung and compaction operations,
3. Embankment -Take fill material from the approved areas shown An the plans. It
should be clean mineral roll, free of roots, woody vegetation, rocks Arid other
object l onable materia I. Scarl fy areas on which fl11 Is be placed before placing
flit. The flit material must contain sufficient moisture so It con be formed by
hand Into a ball without crumbling. If water can be squeezed out of the ball, it
Is too wet for proper compaction. Place fill material In 6 to 8-Inch
continuous layers over the entire length of the fl ll area and then compact It.
Compaction may be obtained by routing the construction hauling equipment over
the flit so that the entire surface of each layer Is traversed by at least Ana
wheel or tread track of the heavy equipment, w a compactor may be used
Construct the embankment to an elevation 10% higher than the design height to
allow for settle%
4.Condult splttways-Securely attach the riser to the barrel err barrel stub to
make a watertight structrat connection. Secure all connections between barrel
sections by approved watertight assenblles, Place the barrel, and riser on a
firm, smooth foundation of Impervious soft. Do not use pery lous material such
as send, gravel, or crushed stone as backfI 11 around the pipe cr ant l-seep
cotiors, Place the flit materlat around the pipe spillway in 4-Inch layers and
compact it under and Around the pipe to at least the sane density as the
adjacent embankment, Care must be +Akan not to raise the pipe from firm contact
with Its foundation when compacting order the pipe haunches,
Place a minimum depth of 2ft of hand -compacted backfhlt over the pipe spillway
before crossing It with construction equipment. Anchor the riser In place by
concrete or other satisfactory means to prevent flotation. In no case should the
pipe conduit be Installed by cutting a trench through the don after the
embankment is complete.
5, Emergency spillway -Install the emergency spillway in undisturbed soft, The
achievement of planned elevations, grade, design width, And entrance and exit
channel slopes are critical to the successful operation of emergency spillway.
6, Inlets-Dischar water Into the basin in a mariner to prevent De W
e t erosion Use
diversions with outlet protection to divert sedlnent-laden water to the upper
end of the pool area to Improve basin trap efficiency (References Runoff
Control Measures and Outlet Protection).
7.Erosion coMrot-Construct the stncture so that the disturbed Area Is
minimized Divert surface water away from bare areas. Complete the embankment
before the oven is cleared. Stabilize the emergency spillway embankment And aft
other disturbed areas above the crest of the princlpat spillway Immediately
After construction (References Surface Stabilization).
8.3afety-Sediment basins may attract children and can be dangerous. Avoid steep
Side slopes, and fence And mark basins with warning signs If trespassing is
likely. Follow all state And local requlrements.
Maintenance
Check sediment basins after pwlods of significant runoff. Remove sediment and
restore the basin to its original dimensions when sediment Accumulates to ore -
half the design depth.
Check the embankment, rpm prays, and outlet for ems; lon damage, And Inspect the
embankment for piping and settlement. Make all reacessary repalrs Immediately.
Remove kit trash And other debris from the riser and pool area.
Outlet Stabitizatten Structure (OP)
Spec if l cat l on It 6, 41 - Construct l on Sac if Icat l ens
1. Ensure that the subgrode for the fl tter and rlProp fie tows the requ Ired lines
And grades shown in the plan. Compact any flit required in the subgrade to
the density of the surrounding undisturbed material, LAW areas In the
Ison undisturbed Solt nay Also be filled by Increasing the rlprop
2, jq.rIWq,andpl novel fl lter must conform to the specified grading limits
3. Filter cloth, when used, must meet design requirements And be properly
protected from punching or tearing during Installation Repair Any damage by
removing the rlprop and placing another piece Of filter cloth over the
damged area. All connecting Joints should overlap a nlnlmum of I ft, If
the damage Is extensive, replace the entire filter cloth
4. Riprap may be placed by equipment, but take care to avoid damaging the
f i tter,
5. The minimum thickness of the rlprop should be 1.5 tires the maximum stone
diameter.
6. Rlpmpe may be field stone or rough quarry stone. It should be hard, angular,
highly weather-reslstortt And welt graded
6. Construct the apron an zero grade with no overfall at the end Make the top
of the rlprap at the downstream and level with the receiving area or slightly
below It.
S. Ensure that the Apron Is property aligned with the receiving steam and
preferably straight throughout its length. If A curve is needed to fit site
conditions, place it to the upper section of the apron.
9. Immediately after construction, stabl llze all disturbed areas with vegetation
(Practice 6. 10, Temporary Seeding, and 6. 11, Permanent Seeding),
MAintenance
Inspect ripep outlet structures after heavy reins to see If any, erosion around
or bet" the rlprop has taken place or If stones have been dislodged.
Immediately make all needed repairs to prevent further damage.
HARDWARE GLDTH &GRAVEL INLET PROTECTION CTemip)ornrv) I P
Specification III 6.51 - Construction Specifications
As fabric, use A 19-gouge hardware cloth with 1/4 inch mesh openings,
with a totat height of 2 feet mtnlmmm. The sediment control stone, with
A height of 16 Inches, should have an outside slope of 21 1.
For stakes, use steal T posts of 1.25 tic/anew foot with n minimum
length of 5 ft., driven 2 ft. into the ground, maximum spacing of 4 feet.
Spec I f I cat i ens
1. Uniformly, grade a shallow depression approaching the Inlet
2. Drive 5-foot steel posts 2 feet Into the grand surrounding the inlet
Space posts evenly around the perimeter of the Inlet, a maximum
of 4 feet apart•
3. Surround the posts with wire mesh hardware cloth Swore the wire
mesh to the steel posts At the top, middle, and bottom Placing
a 2-foot anchoring flop of the mesh under the gravel Is recommended
4. Place clean gravel (NCDOT a5 or R57 stone) on a 2,1 slope with a height
of 16 Inches around the wire, and smooth to an even grade,
5. Once the contributing drainage area has been stabitized, remove the
accumulated sediment, and estaket lsh ftreat grades.
6. Compact the area property and stab) Ize with grrourdcoverr,
Maintenance
Inspect the barrier after each significant rain and make repairs At needed
Remove sediment from the area as necessary to provide adequate storage
volume for the next rein. Take care not to damage or undercut the hardware
cloth during sediment removal.
When the contributing drainage area has been adequately stabilized, remove all
materials and any unstable sediment and dispose of them property. Bring the
disturbed area to the grade of to drop inlet and smooth And compact it
Appropriately stabilize aft boreareas around the in let
00 M07F MFII
EROSION CONTROL DETAILS AND SPECIFICATIONS ARE AS PER THE EROSION
AND SEDIMENT CONTROL PLANNING AND DESIGN MANUAL' OF IHE STATE OF
NORTH CAROINA, DEPARTMENT OF ENNRONMENT AND NATURAL RESOURCES,
LATEST EDITION. PRACTICE NUMBERS REFER TO THIS MANUAL.
'�. i
EROSION CONTROL/STORM WATER NOTES & DETAILS _
Brunswick Forest `"' x 1 r
TYPICAL DETAILS BRUNSIMCK LVUIvTY( N0
0R7Fl i�AR' 1.ft
•E3..6. sjo •'ry'� 10, OWNER. FUNSTON LAND & AMBER, LLC
ry ee 1007 Evangeline Drive
SEAL 9� Leland, NC 28451 phone.[phone]
20007 1 4
r
dhollis
HANOVER DESIGN SERVICES, P.A.
LAND SURVEYORS, ENGINEERS & LAND PLANNERS ,,
Dote,
NONE
Sawa
N.T-S.
Drown:
DBB
Checked:
DSH
Project No:
8829
Shoat No:
D3

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I. PONE GETEGTAeLE NABNONS COMES TO COVER 2-0" LH'AM AND
PULL WIOTN Os TIE RAIN FLOOR.M SBOAN ON THE IETAU.S.
2. OBTAIN VISION- CORTWt BIT# AAIaINIMS SLNFAat.
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DETECTABLE
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PLAN VIEW
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NOTES:
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1.
CONSTRUCT THE RAMP SURFACE TO BE STABLE, FIRM, AND SLIP RESISTANT. CONSTRUCT THE CURB RAMP TYPE AS SHOWN IN THE PAVEMENT MARKING
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PLANS OR AS DIRECTED BY THE ENGINEER.
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2.
LOCATE CURB RAMPS AND PLACE PEDESTRIAN CROSSWALK MARKINGS AS SHOWN IN THE PAVEMENT MARKING PLANS. WHEN FIELD ADJUSTMENTS REQUIRE
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MOVING CURB RAMPS OR MARKINGS AS SHOWN, CONTACT THE SIGNING AND DELINEATION UNIT OR LOCATE AS DIRECTED BY THE ENGINEER.
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3.
COORDINATE THE CURB RAMP AND THE PEDESTRIAN CROSSWALK MARKINGS 80 A 4'x4' CLEAR SPACE AT THE BASE OF THE CURB RAMP WILL FALL
0
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WITHIN THE PEDESTRIAN CROSSWALK LINES,
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4.
SET BACK DISTANCE FROM INSIDE CROSSWALK MARKING TO NEAREST EDGE OF TRAVEL LANE IS 4' MINIMUM,
E
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S.
REFER TO THE PAVEMENT MARKING PLANS FOR STOP BAR LOCATIONS AT SIGNALIZED INTERSECTIONS. IF A PAVEMENT MARKING PLAN I9 NOT
O
PROVIDED, CONTACT THE SIGNAL DESIGN SECTION FOR THE STOP BAR LOCATIONS OR LOCATE AS DIRECTED BY THE ENGINEER,
6.
TERMINATE PARKING A MINIMUM OF 20' BACK OF A PEDESTRIAN CROSSWALK.
7.
CONSTRUCT CURB RAMPS A MINIMUM OF 4' WIDE.
m
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CONSTRUCT THE RUNNING SLOPE OF THE RAMP 8.33% MAXIMUM,
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ALLOWABLE CROSS SLOPE ON SIDEWALKS AND CURB RAMPS WILL BE 2% MAXIMUM,
14. 0
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10.
CONSTRUCT THE SIDE FLARE SLOPE A MAXIMUM OF 10% MEASURED ALONG THE CURB LINE.
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11.
CONSTRUCT THE COUNTER SLOPE OF THE GUTTER OR STREET AT THE BASE OF THE CURB RAMP A MAXIMUM OF 5AI AND MAINTAIN A
2
SMOOTH TRANSITION.
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D
12,
CONSTRUCT LANDINGS FOR SIDEWALK A MINIMUM OF 4ST4' WITH A MAXIMUM SLOPE OF 2% IN ANY DIRECTION. CONSTRUCT LANDINGS FOR
lL 'M
90
MEDIAN ISLANDS A MINIMUM OF 5 x5' WITH A MAXIMUM SLOPE OF 2Po IN ANY DIRECTION.
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13.
TO USE A MEDIAN ISLAND AS A PEDESTRIAN REFUSE AREA, MEDIAN ISLANDS WILL BE A MINIMUM OF 6' WIDE, CONSTRUCT MEDIAN ISLANDS
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TO PROVIDE PASSAGE OVER OR THROUGHT THE ISLAND.
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14.
SMALL CRANNELIZATION ISLANDS THAT CAN NOT PROVIDE A 5'X5' LANDING AT THE TOP OF A RAMPS, WILL BE CUT THROUGH LEVEL WITH
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THE SURFACE STREET.
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15.
CURB RAMPS WITH RETURNED CURBS MAY BE USED ONLY WHERE PEDESTRIANS WOULD NOT NORMALLY WALK ACROSS THE RAMP. THE ADJACENT SURFACE
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IS PLANTING OR OTHER NON -WALKING SURFACE OU THE SIDE APPROACH IS SUBSTANTIALLY OBSTRUCTED,
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16.
PLACE A It" EXPANSION JOINT WHERE THE CONCRETE CURB RAMP JOINS THE CURB AS SHOWN IN ROADWAY STANDARD DRAWING 848.01
17.
PLACE ALL PEDESTRIAN PUSH BUTTON ACTUATORS AND CROSSING SIGNALS AS SHOWN IN THE PLANS OR AS SHOWN IN THE MUTCD.
18,
CURB RAMPS THROUGH MEDIAN ISLANDS, SINGLE RAMPS AT DUAL CROSSWALKS OR LIMITED R/W SITUATIONS, WILL BE HANDLED BY SPECIAL DETAILS.
CONTACT THE CONTRACT STANDARDS AND DEVELOPMENT UNIT FOR THE DETAILS OR FOR A SPECIAL DESIGN.
O
O
NOTES:
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1.
CONSTRUCT THE RAMP SURFACE TO BE STABLE, FIRM, AND SLIP RESISTANT. CONSTRUCT THE CURB RAMP TYPE AS SHOWN IN THE PAVEMENT MARKING
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PLANS OR AS DIRECTED BY THE ENGINEER.
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2.
LOCATE CURB RAMPS AND PLACE PEDESTRIAN CROSSWALK MARKINGS AS SHOWN IN THE PAVEMENT MARKING PLANS, WHEN FIELD ADJUSTMENTS REQUIRE
LL
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MOVING CURB RAMPS OR MARKINGS AS SHOWN, CONTACT THE SIGNING AND DELINEATION UNIT OR LOCATE AS DIRECTED BY THE ENGINEER.
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3.
COORDINATE THE CURB RAMP AND THE PEDESTRIAN CROSSWALK MARKINGS SO A 4'x4' CLEAR SPACE AT THE BASE OF THE CURB RAMP WILL FALL
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WITHIN THE PEDESTRIAN CROSSWALK LINES.
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4.
SET BACK DISTANCE FROM INSIDE CROSSWALK MARKING TO NEAREST EDGE OF TRAVEL LANE IS 4' MINIMUM.
0
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0
R
S.
REFER TO THE PAVEMENT MARKING PLANS FOR STOP BAR LOCATIONS AT SIGNALIZED INTERSECTIONS. IF A PAVEMENT MARKING PLAN IS NOT
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PROVIDED, CONTACT THE SIGNAL DESIGN SECTION FOR THE STOP BAR LOCATIONS OR LOCATE AS DIRECTED BY THE ENGINEER.
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6.
TERMINATE PARKING A MINIMUM OF 20' BACK OF A PEDESTRIAN CROSSWALK.
0
7.
CONSTRUCT CURB RAMPS A MINIMUM OF 4' WIDE.
8..
CONSTRUCT THE RUNNING SLOPE OF THE RAMP 8.33% MAXIMUM.
9.
ALLOWABLE CROSS SLOPE ON SIDEWALKS AND CURB RAMPS WILL BE 216 MAXIMUM.
IT
Z
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10.
CONSTRUCT THE SIDE FLARE SLOPE A MAXIMUM OF 10% MEASURED ALONG THE CURB LINE.
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11.
CONSTRUCT THE COUNTER SLOPE OF THE GUTTER OR STREET AT THE BASE OF THE CURB RAMP A MAXIMUM OF 5% AND MAINTAIN A
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SMOOTH TRANSITION.
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0
12.
CONSTRUCT LANDINGS FOR SIDEWALK A MINIMUM OF 4'x4' WITH A MAXIMUM SLOPE OF 24 IN ANY DIRECTION. CONSTRUCT LANDINGS FOR
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MEDIAN ISLANDS A MINIMUM OF 5'xS' WITH A MAXIMUM SLOPE OF 244 IN ANY DIRECTION.
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13.
TO USE A MEDIAN ISLAND AS A PEDESTRIAN REFUGE AREA, MEDIAN ISLANDS WILL BE A MINIMUM OF S' WIDE. CONSTRUCT MEDIAN ISLANDS
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TO PROVIDE PASSAGE OVER OR THROUMIT THE ISLAND.
¢
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❑
14.
SMALL CHANNELIZATION ISLANDS THAT CAN NOT PROVIDE A 5'X5' LANDING AT THE TOP OF A RAMPS, WILL BE CUT THROUGH LEVEL WITH
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THE SURFACE STREET.
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15.
CURB RAMPS WITH RETURNED CURBS MAY BE USED ONLY WHERE PEDESTRIANS WOULD NOT NORMALLY WALK ACROSS THE RAMP. THE ADJACENT SURFACE
IS PLANTING OR OTHER NON -WALKING SURFACE OR THE SIDE APPROACH IS SUBSTANTIALLY OBSTRUCTED.
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TO
16.
PLACE A 1+1" EXPANSION JOINT WHERE THE CONCRETE CURB RAMP JOINS THE CURB AS SHOWN IN ROADWAY STANDARD DRAWING 848.01
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x
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17.
PLACE ALL PEDESTRIAN PUSH BUTTON ACTUATORS AND CROSSING SIQNALS AS SHOWN IN THE PLANS OR AS SHOWN IN THE MUTCD.
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18.
CURB RAMPS THROUGH MEDIAN ISLANDS, SINGLE RAMPS AT DUAL CROSSWALKS OR LIMITED R/W SITUATIONS, WILL BE HANDLED BY SPECIAL DETAILS.
CONTACT THE CONTRACT STANDARDS AND DEVELOPMENT UNIT FOR THE DETAILS OR FOR A SPECIAL DESIGN.
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SECTION B-B
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Details
Brunswick Forest '"� ���y
TYPICAL DETAILS
LOCATED IN TOWN OF LELAND BRUNSWICK COUNTY, NOR LINA
..aaTSixls:PplApOi��
SEAL
20007
OWNER: FUNSTON LAND & TIMBER, LLC
1007 Evangellne Drive
Leland, NC 28451 phone.[phone]
HANOVER DESIGN SERVICES, P.A.
LAND SURWYDR$ ENG/NEERS & LAND PLANNERS
Dotty.
NONE
Scde:
N. T.S.
Drawn:
DBB & Others
Chocked:
OSH
Project Na:
882s
Sheet No:
D4
R \AII\BForest\MASTER DRAWINGS\DETAIL SHEETS.dwg (Layout D4)