SW8070303_Approved Plans_20190723

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PROPERTY / PERMIT AREA I I
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PERMIT AREA
TABLE
LINE
LINE
BEARING
DISTANCE
L1
S
58'39'51"
E
204.01'
L2
N
41'34'49"
E
985.46'
L3
N
41'34'52"
E
1017.47'
L4
S
49'24'16"
C
293.77'
L5
S
48'02'04"
E
911.61'
L6
S
48'04'47"
E
116.83'
L7
N
47'59'16"
E
571.57'
L8
N
47'03'33"
W
1602.30'
L9
S
40'25'52"
W
611.49'
L10
S
42'20'28"
W
822.61'
L11
S
40'55'33"
W
1209.66'
BUA
LOTS 1-33
4,000 SF/LOT
LOT 34
4,116 SF
LOT 35
4,470 SF
LOTS 36-42
4,000 SF/LOT
OVERALL PERMIT AREA SUMMARY -
PHASE I PERMIT AREA: 1,337,553 SF
COASTAL WETLANDS: 0 SF
SURFACE WATERS: 0 SF
I
WETLANDS: 133,599 SF
W —
UPLAND: 1,203,954 SF
I�
*PERMIT AREA FOR DENSITY: 1,337,553 SF
I W
EXISTING IMPERVIOUS: 0 SF
—�
PROPOSED IMPERVIOUS: 319,700 SF
I
FUTURE IMPERVIOUS: 15,900 SF _
— -NEW-TOTAL -IMPERVIOUS: -335 600-5F -
PERCENT IMPERVIOUS: 25.1%
* PERMIT AREA = OVERALL PARCEL - COASTAL WETLANDS
PQND 1 DRAINAGE •AREA SUMMARY
DRAINAGE AREA: 431,700 SF
BUILT UPON AREA (IMPERVIOUS):
BUILDINGS: 92,000 SF (23 LOTS'® 4,000/LOT)
—
r—
STREETS: 73,300 SF
SIDEWALKS: 11,500 SF
FUTURE: 8,800 SF
TOTAL BUA: 185,600 SF
BUA
PER T I VIOUS: 42. 9%
LOTS 1-33 (4,000 SF/LOT)
LOT 34 14116 SF)
POND 2 DRAINAGE AREA SUMMARY
DRAINAGE AREA: 326,700 SF
BUILT UPON AREA (IMPERVIOUS):
BUILDINGS: 76,586 SF
STREETS: 58,400 SF
SIDEWALKS: 8,500 SF
FUTURE: 6,514 SF
TOTAL BUA: 150,000 SF
LOT 35 (4470 SF)
LOTS 36-42 (4,000 SF/LOT)
Lo
E °' DrlLurr FS-- — t
14 PERCENT IMPERVIOUS: 46 — r _ I -
10 I ,I
SANDY®ROOK DRAINAGE AREA SUMMARY
EXISTING DRAINAGE AREA: 88,470 SF
EXISTING PERCENT IMPERVIOUS: ±45% \ �\
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MARCH 1, 20 1 'J'35
REVISION! HISTORY
KWL �-27-13
--- -
KWL 7-19-13
KWL 7-8-13
1fWL _-18-13
KWL 5-23-13
KWL 5-13-13
KWL 3-24-E3
BY DATE
REVISED SHWT: REVISED PER CFPUA
6
REVISED PER NCDOT
5
REVISED PER NCDENR
4
REVISED PER CFPUA
3
REVISED PER CFPUA
2
REVISED PER NEW HAN©VER COUNTY
I
REVISED PER NEW HANOVER COUNTY
REV, NO. REVISION
Engineering
Surveying
Flannin--m UIS
Consulting
Savannah,
GA J ` Brunswick, GA
J Charleston,
SC J Myrtle Berjoh, SC
Wilmington, NC
SUBMITTED TO DATE
THOMAS •` ' � � �
a HUTTON
s ENGINEERING_ EAt
Co. CC
No. F-0871 •r F;
N4fi1�17
4EEE�A
�dlA!! EEEb1#t4�4�
VICINITY �yA
SCALE: I" = 2000'
Sheet List Table
Sleet Number
Sheet Title
CO
Cover Sheet
G 1.1
General Notes and index
C1.1
Existing Condition and Demolition Plan
C1.2
Overall Site Plan
Survey Control Plan
EC1.1
Erosion; Sedimentation, and Pollution Control Plan
EC1.2
&
Erosion, Sedimentation, and Pollution Control Plan
�EC1.3
A
Erasion, Sedimentation, and Pollution Central Plan
EC1.4
A
Erosion, Sedimentation, and Pollution Control Notes
EC1.5
Erosion, Sedirentation, and Pollution Control Details
Es ",1,, b
I Erosion, Sedimentation, andnd Poliuiican Control Details
EC1.7
Storrnwater Pond Exhibit -
C2.1
Water and Sever Plan and Profile
C2.2
A7
Water and Sewer Plan and..Profile
C2.3
Water and Sewer Plan and Profile
C2.4
A
l Water and Sewer Plan and Profile .
WSD-1
CFPUA Water -Standard Details
WSD-2
CFPUA Water - Standard Details
SSD_ 1
CFPUA Sanitary Sewer - Standard Details
SSD-2
CFPUA Sa1 '4 y Sewer - Standard Details
CFPUA Sanitary Sewer -:Standard Details
SSD-4
CFPUA Sanitary Sewer - Standard Details
C3.1 `
Q
Paving, Grading, and Drainage Plan
C12
Paving, Grading, and Drainage Plan
1-3.3
Paving. Grading, and Drainage Plan
C3.4
A
Paving, Grading, and Drainage Plan
C35
Road Profiles
C3.6
Road Profiles
C3.7
-Drainage Profiles a'' ;
C3.8
Drainage Profiles
C3.9
:
Drainage Profiles
C3.1 G
'Drainage Profiles
C3.11
A
'Paving, Grading, and Drainage Details
i
C3.12
Paving, Grading, and Drainage Detdffs
C3..13
'Paving, Grading; and Drainage Details
C3.14
Paving, Grading, dnd Drainage Del -ails
C3.15
l Paving, Grading, ,and Drainage Details
C3.1 h
Paving, Grading, and'Drainage Details
C4.1:
Staking and Signage Plan
C4.2
l Staking and Signage Plan
C4.3
Staking and Signage Plan M
C4.4 '
Staking and Signage Plan AUG 2 8 20
I C4.5
Staking and Signage Details ��e•
arse cau center
Call Bofore You Dig 215 South Kerr avenue 4
".�t'r The Law"Unit B
Wilmington, NC 28403
1-80-632-4949 p.91 Q.332.336C f.910.332.3361
CA
9
NORTH CAROLINA 1-WIROlNMENIAL
MANAGEMEar.MM► 0d _............... __. _....

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DESCRIPTION
WATER MAIN
n
m
WATER- LEGEND
PROPOSED
SINGLE SERVICE LATERAL
IV ,G
DOUBLE SERVICE LATERAL
VALVE AND BOX
`C
FIRE HYDRANT Vd/VALVE B BOX
I
&
POST HYDRANT
REDUCER
BACKFLOW PREVENTOR
GROSS
TEE
f�(
900 BEND - HORIZONTAL
450 BEND - HORIZONTAL
22 A° BEND - HORIZONTAL
II -,A° BEND - HORIZONTAL
BEND - VERTICAL
CAP
SEWERR LEGEND,
DESCRIPTION
EXISTING
PROPOSED
GRAVITY PIPE
SS
SINGLE SERVICE LATERAL
DOUBLE SERVICE LATERAL
}
MANHOLE
0
CLEANOUT
CH
.E_
FORCEMAIN
- - - - - 10"F P7 - - - 10r'Fts -
r
-- - - I0IT-
VALVE :AND SOX
FLUSH HYDRANT
=I
REDUCER
BACKFLOW PREVENTOR
CROSS
TEE
-
900 BEND - HORIZONTAL
{
(
45° BEND - HORIZONTAL
22 )J° BEND -- HORIZONTAL
110 SEND - HORIZONTAL
1 I
1 [
BEND - VERTICAL
( (
I
PLUG
t
1 T
HOPE
HIGH DENSITY POLYETHELENE
LF
LINEAR FEET
SF
SQUARE FEET
SOT
BOTTpM
TTOM
MAX
MAXIMUM
SS
SANITARY SEWER
Cl
CURB INLET
MIN
MINIMUM
TC
TOP OF.CURB
CPP
CORRUGATED PLASTIC PIPE
MH
MANHOLE
H LE
TG
TOP 0F GUTTER
DIP
DUCTILE IRON PIPE
OC
ON CENTER
TP
TOP OF PAVEMENT
EL
ELEVATION
PC
POINT OF CURVE
TW
TOP OF WALK
FG
FINISH GRADE
PH
POST HYDRANT
TYP
TYPICAL
FH
FIRE HYDRANT
PT
POINT OF TANGENT
W
WATER
FM
FORCE MAIN (SANITARY SEWER)
PVC
POLYVINYL CHLORIDE
W/
WITH
FIR
FRAME
RCP
REINFORCED CONCRETE PIPE
WV
WATER VALVE
61
GRATE INLET
Rip
RESTRAINED JOINT PIPE
Yl
YARD INLET
GV
GATE VALVE
R/W
RIGHT-OF-WAY
INV
INVERT ELEVATION
SD
Si -pm DRAINAGE
JB
JUNCTION BOX
SDMH
STORM DRAINAGE MANHOLE
I
_ EIV�'
AIG
I,
DESCRIPI'I®N
EXISTING
PROPOSED
PIPE
DITCH
_F
(
I
CUR NLET
B
--------------------
n
GRATE INLET
7-
JUNCTION BOX
on
OUTLET STRUCTURE
I�
OTHER UT.ILITIIES
I
LE
ND
DESCRIPTION
EXISTING`
i
1
NATURAL GAS
FTEL EPHONE
E
UNDERGROUND TELEPHONE _
ELECTRICITY
UNDERGROUND ELECTRICITY
I
PA T LIED
PA
VEMENT
L HT; DU TY ASPHAL�
��
CONCRETE PAVEMENT
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€UEMAREST
VILL AGE i
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1.
THE CONTRACTOR SHALL NOTIFY THE OWNER AND THE ENGINEER 48 HOURS IN ADVANCE OF ALL REQUIRED
24. ALL DRAINAGE WILL BE MADE FUNCTIONAL DAILY AS WORK PROGRESSES.
TESTS AND INSPECTIONS,
2.
THE CONTRACTOR WILL NOTIFY THE ENGINEER IF UNSUITABLE
NS ITABLE MATERIAL IS DISCOVERED PRIOR TO
25. EACH EXISTING ROAD WILL BE CLEANED UP AND RESTORED DAILY. '
BEGINNING ANY REMOVAL, OPERATION.
26. NEW PAVEMENT TO BE FLUSH WITH EDGE OF EXISTING PAVEMENT.
3.
ALL ELEVATIONS SHOWN ARE BASED ON NAVD88.
27. ALL STORM DRAIN PIPE INVERTS IN AND OUT ARE THE SAME AS THE BOX INVERT UNLESS OTHERWISE
4.
ALL BEARINGS AND CO -
ORDINATES SHOWN ARE BASED ON THE NORTH CAROLINA STATE PLANE COORDINATE
NOTED ON SHEETS AND/OR PROFILES.
N THE PLAN S E / R
SYSTEM NAD83.
28. ALL WATER AND SEWER MATERIALS AND CONSTRUCTION SHALL COMPLY WITH CFPUA STANDARDS AND
5.
CONTRACTOR IS TO VERIFY ACCURACY OF
ANYTEMPORARY BENCHMARKS SHOWN PRIOR TO UTILIZING THEM
SPECIFICATIONS.
FOR CONSTRUCTION.
29. DRY UTILITY PLACEMENT 8EQUIENCE:
6.
THE EXISTING UNDERGROUND UTILITIES SHOWN HEREON ARE BASED -UPON AVAILABLE INFORMATION. THE
29.1. COORDINATE SCHEDULE WITH ALL UTILITY PROVIDERS;
CONTRACTOR SHALL BE RESPONSIBLE FOR DETERMINING THE EXACT LOCATION OF ALL UTILITIES OTHER
29.2. ESTABLISH FINAL GRADE;
THAN THOSE SHOWN ARE ENCOUNTERED, DURING CONSTRUCTION THE CONTRACTOR SHALL NOTIFY .THE
ENGINEER IMMEDIATELY AND TAKE STEPS TO PROTECT THE LINE(S) AND ENSURE CONTINUED SERVICE.
29.3. POWER WILL PLACE THEIR CABLE FIRST (APPROX. 36" COVER)
DAMAGE CAUSED TO EXISTING UTILITIES BY THE CONTRACTOR SHALL BE REPAIRED BY THE CONTRACTOR.
CABLE/TELEPHONE E T LEP
29.BL / E HOME WILL. THEN PLACE THEIR CABLE (APPROX. 24" COVER)
ADDITIONALLY, THE CONTRACTOR SHALL CONFIRM THE CONNECTION POINTS OF NEW UTILITIES TO EXISTING
UTILITIES PRIOR TO BEGINNING NEW CONSTRUCTION.
30. SEE INDIVIDUAL PLAN SHEETS FOR ADDITIONAL NOTES,
7.
CONTACT NORTH CAROLINA ONE CALL CENTER PRIOR TO ANY DIGGING. 1-800-652-4949.
8.
PRIOR TO ANY CLEARING, GRADING OR CONSTRUCTION ACTIVITY, FREE PROTECTION FENCING WILL BE
t
INSTALLED AROUND PROTECTED TREES OR GROVES OF TREES AND NO CONSTRUCTION WORKERS, TOOLS,
MATERIALS, OR VEHICLES ARE PERMITTED WITHIN THE TREE PROTECTION FENCING.
9.
IF WORK IS -SUSPENDED OR DELAYED FOR 14 DAYS, THE CONTRACTOR SHALL TEMPORARILY STABILIZE THE
DISTURBED AREA AT NO ADDITIONAL COST TO THE OWNER.
10.
THE CONTRACTOR SHALL INSTALL ANY BARRICADES PRIOR TO BEGINNING
CONSTRUCTION.
11.
ANY DAMAGE . TO.EX#S TING PAVEMENT MUST BE REPAIRED AT CONTRACTORS
EXPENSE AND TO THE
SATISFACTION OF NCDOT.
12,
ALL PAVEMENTS MARKINGS IN PUBLIC RIGHTS -OF -WAY AND FOR DRIVEWAYS
ARE TO BE THERMOPLASTIC
a
PROJECT
AND MEET NEW HANOVER COUNTY AND/OR NCDOT STANDARDS.
,
4
15,
IT IS THE RESPONSIBILITY OF THE SUBDIVIDER TO ERECT OFFICIAL STREET NAME SIGNS AT ALL
OWNER: W ATER/SEWER:
INTERSECTIONS ASSOCIATED .WITH THE SUBDIVISION IN ACCORDANCE WITH THE MANUAL ON UNIFORM
I UK 10 N
LOCATION:
MIDDLE SOUND LOOP RD., NEW HANOVER COUNTY, NC
TMS:
R04400-004-0 6- 0 OOO (9.65 AC.) / R04400-004-004°-00I (20.95 AC.)
ZONING.
R-15 / R-20
FLOOD ZOIwE:
"X" B °AE-ION (F.I.R.M. ASAP PANEL NO. 37ZO316900J a 372051S800J, DATED
APRIL 3, 2005 -
CAMA LAND 4VSE CLASS. I
WATERSHED RESOURCE PROTECTION
PROPERTY ACREAGE:
30.63 ACRES
DISTURBED AREA:
19.8¢ ACRES
RECEIVING STREAM /
CLASSIFICAITON
PAGES CREEK/ SA
PROJECT DESCRIPTION
CONSTRUCTION OF 42 SINGLE-FAMILY DWELLING UNITS, ASSOCIATED
{
PARKING, DRAINAGE. WATER & SEWER INFRASTRUCTURE.
TRAFFIC CONTROL DEVICES (MUTCD). THE SUBDIVIDER MAY ACQUIRE AND ERECT OFFICIAL STREET NAME
D•R. HORTON, INC.
CAPE FEAR PUOLiC UTILITY AUTHORITY (CFPUA)
SIGNS OR MAY CHOOSE TO CONTRACT WITH THE CITY TO INSTALL
THE STREET SIGNS. SUBDIVIDER SHALL
4073 BELLE TERRE BLVD.
235 GOVERNMENT CENTER DRIVE
PAY THE COST OF SUCH INSTALLATION.
MYRTLE BEACH, SC 29579
WILMINGTON, NC 28403
14.
ALL TRAFFIC CONTROL DEVICES (INCLUDINGT
SIGNS AND PAVEMENT
MARKINGS) IN AREAS OPEN TO PUBLIC
[phone]
[phone]
TRAFFIC SHALL BE IN ACCORDANCE WITH: THE MANUAL ON "UNIFORM
TRAFFIC CONTROL DEVICES FOR
STREETS AND HIGHWAYS", CURRENT EDITION.
15.
ANY BROKEN OR MISSING SIDEWALK PANELS WILL BE REPLACED.
ENGINEER:
EROSION CONTROL:
THOMAS Ss HUTTON
NEW HANOVER COUNTY
16.
CONTACT PROGRESS ENERGY TO DISCUSS STREET LIGHTING OPTIONS.
215 SOUTH KERR AVENUE
230 GOVERNMENT CENTER
DRIVE
17.
ALL RIGHT-OF-WAY SHALL MEET NCDOT'STAN DARD S C
PE IFiCATIONS. A PRE -CONSTRUCTION MEETING MUST
WILMINGTON, NC 28403
WILMINGTON, NC 28403 COVE
BE HELD WITH NCDOT PRIOR TO BEGINNING ANY WORK WITHIN THE PUBLIC RIGHT-OF-WAY.
[phone]
[phone] >..:
2 1
18.
ALL LOTS WITHIN THE DEVELOPMENT SHALL BE FILLED AND HAVE POSITIVE DRAINAGE TO THE
BUG
APPROPRIATE EASEMENT OR RIGHT-OF-WAY AS APPROVED ON THE PLANS PRIOR TO THE ISSUANCE OF ANY
BUILDING PERMITS OR FINAL ACCEPTANCE OF THE RIGHT-OF-WAYS BY THE CITY/COUNTY WHERE FIELD
SURVEYOR..
AT&T,,
�„-•-
INSPECTIONS ARE REQUIRED. THE CONTRACTOR SHALL PROVIDE A MINIMUM OF 48 HOURS IN ADVANCE TO
THOMAS $s HUTTON
LINDA LASHLEY - [phone]
SCHEDULE SUCH INSPECTIONS,
215 SOUTH KERR AVENUE
STEVE DAYVAULT - [phone]
19
A COMPLETE SET OF APPROVED DRAWINGSSPECIFICATIONS MUST BE MAINTAINED ON SITE AT ALL
WILMINGTON. NC 28405
102 NORTH 4TH STREET _
TIMES THAT THE CONTRACTOR IS PERFORMING THESE DRA
ORMING WORK WINGS SHALL SE MADE VA
[phone]
W1LMINGTON NC 2
A ILABLE UPON
REQUEST.
o 8401
PREPARED
20, ANY REVISIONS DURING CONSTRUCTION. WHICH ALTER THE LAYOUT, CONSTRUCTION METHODS, RIGHT-OF-WAY
LOCATION OR UTILITIES MUST BE SUBMITTED AND APPROVED IN WRITING BY THE ENGINEER.
PLANNING a ZONING:
NEW HANOVER COUNTY
TIME WARNER:
BILL DYKES
0%Nq INCs
I'M" 0 R T u
21. THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL CONSTRUCTION PERMITS NECESSARY FROM OTHER
RESPONSIBLE AGENCIES.
230 GOVERNMENT CENTER DRIVE
3809 SHIPYARD $OIJL.EVARt?
. o
WILMINGTON, NC 28403
WILMINGTON, NC 28403
22. ALL TREES SHOWING DISTURBANCE WITHIN THE PROTECTED ROOT OZONE SHALL BE PRUNED AND FERTILIZED
[phone]
[phone]
AT THE DIRECTION OF A CERTIFIED_ ARBORIST.MYRTLE
23. ALL AT GRADE UTILITIES ARE TO BE OUT OF THE CURB LINE.
STORMWATER:
24. CONTRACTOR WILL BE REQUIRED TO ADJUST MANHOLE FRAMES TO MATCH FINAL GRADE AT NO ADDITIONAL
NEW HANOVER COUNTY
PROGRESS ENERGY:
COST
KEVIN LEATHERWOOD
23. CONTRACTOR SHALL GRADE AREAS TO DRAIN FOR POSITIVE FLOW PRIOR TO FINAL APPROVAL.
230 GOVERNMENT CENTER DRIVE
WILMINGTON, NC 28403
5700 HOLLY SHELTER ROAD
CASTLE HA1lNE, NC 2$429
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DESIGNED.
KWL
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SCALE: AS SHOWN
(910) 798-7l39 MO) 602-4304
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JOB NO:
J-24O39.0001
)ATE:
03-01-2013
]ESIGNED.
KWL
REVIEWED:
JHR
_ _
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WPROVED: JHR
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SCALE:
I" = 3O0'

DROP INLET -
WITH GRATE'
Q
J57 WASHED
STONE
STEEL
POST (TYP)
HARDWARE CLOTH -
STEEL PLAN
POST
19 GAUGE HARDWARE - 4' MAX
CLOTH (1/4" MESH
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RUNOFF WATER NCDOT #5 OR
WITH SEDIMENT #57 WASHED
STOKE
2' 3`
J
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jjj( J{[F I{j{ {jj3
DROP INLET
WITH GRATE SECTION
NOTE:
THIS METHOD OF INLET PROTECTION IS APPLICABLE WHERE THE INLET DRAINS A RELATIVELY
FLAT AREA (SLOPES NO GREATER THAN 5 PERCENT. LESS THAN I ACRE) Y'!HERE SHEET OR
OVERLAND FLOWS (NOT EXCEEDING 0.5 CFS) ARE TYPICAL.
INLETS IN PAVED AREAS- ONCE PAVED, PROTECT INLET USING ,A SILT SACK UNTIL THE CONTRIBUTING
DRAINAGE AREA IS PERMANENTLY STABILIZED. SEE DETAIL ON SHEET C61
CONSTRUCTION SPECIFICATIONS
DROP INLET SEDIMENT FILTER
1. UNIFORMLY GRADE A SHALLOW DEPRESSION APPROACHING THE INLET.
2, DRIVE 5-FOOT STEEL POSTS 2 FEET INTO THE GROUND SURROUNDING THE INLET, SPACE
POSTS EVENLY AROUND THE PERIMETER OF THE INLET, A MAXIMUM OF 4' APART.
3. SURROUND THE POSTS WITH: WIRE MESH HARDWARE CLOTH. SECURE THE WIRE MESH TO THE
STEEL POSTS AT THE TOP, MIDDLE, AND BOTTOM. PLACING A 2-FOOT FLAP OF WIRE MESH
UNDER THE GRAVEL FOR ANCHORING IS RECOMMENDED.
4. PLACE LEAN GRAVEL (NCDOT #5 OR jf57 STONE) ON A 2:1 SLOPE WITH A HEIGHT OF 16°
AROUND THE WIRE, AND SMOOTH, TO AN EVEN GRADE.
5. ONCE THE CONTRIBUTING DRAINAGE AREA HAS BEEN STABILIZ::O, ,REMOVE ACCUMULATED
SEDIMENT AND ESTABLISH FINAL GRADING ELEVATIONS,
S. COMPACT THE AREA PROPERLY AN
D STABILIZE IT WITH GROUNDCOVER,
HARD" WARE CLOTH APO GRAVEL INLE"'T PROTECTION
NOT TO SCALE ..... _
SOIL
_tf _ raMP 0V1rR y4ar/ BAN
xEr
of
If
\\\\\
12
ff
if
t-
fR \\\
EL A
�- RIP RAP
cL t3
i
UNIFORM SLOPE
FINISHED GRADE
ZERO CROSS SLOPE
12"
ENGINEERED (FILTER STRIP - 50' MINIMUM LENGTH.
ki
BERMUDA SOD STAPLED. SEE PLAN FOR LIMITS. FILTER STRIP SHALL BE PREPARED
WITH A UNIFORM SLOPE PER GRADES ON PLAN. MIN OF 6" LOOSE TOPSOIL WITH
APPROPRIATE EI I jo irs g:jP ANT 01 A ;NG Gi TIONS.
E N D VIEW
EL ATIONS:
LEVEL UNIFORM
SPREADER A B SLOPE
1 6.10 5.70 0.8%
12" (TYP)
2 5.60 4.50 2.0% Z
FINISHED GRADE
.--,FILTER STRIPT
NOT TO SCALE
RIP RAP TO TOP
It t
OF SLOPE
TUCK UNDER SOIL
CONCRETE (5000 PSI) (3) IF4 BARS CONT.
LEVEL SPREADER LIP 6' WIDE S"t
12" MIN. TYPICAL
J{
DRAINAGE PIPE
SEE CHART FOR LENGTH a 10' WIDE STRIP OF FILTER FABRIC WITH
_E
TOP ELEV. 6" LAYER OF RIP RAP STONE FLUSH
4 BARS o tP" O.C. WITH LIP. (5' MIN. STONE SIZE).
UNIFORM SLOPE. ZERO CROSS SLOPE
77
P. v ENGINEERED FILTER STRIP (MIN 30'),
�4 BARS � t2 O.C..
�
BERMUDA SOD STAPLED. SEE PLAN FOR LIMITS. FILTER
10' WIDE BLIND STALE 3" STRIP SHALL BE PREPARED WITH A UNIFORM SLOPE PER
LINED
ONE LAYER OF FILTEP FABRIC
.�\•
W�IRIP-RAP � GRADES ON PLAN. MIN OF 6" 00
3" MINIMUM STONE SIZE LOOSE TOPSOIL WITH
SHALL BE PLACED PRIOR TO
12" MINIMUM DEPTH - (3) 04 BARS CONT. APPROPRIATE AMENDMENTS PER PLANTING SOIL GRASSING
PLACEMENT OF RIPRAP, MIREFI
140N
APRON LENGTH (Lo)
SPECIFICATIONS.
>
.1Sy.4" -
DESIGN GRITERrIAi
NUMBER
RIP RAP
I TYPE
RIP RAP
MIN SIZE (IN)
RIP RAP
DEPTH (IN)
UPSTREAM
APRON WIDTH (FT)
DOWNSTREAM
APRON WIDTH (FT)
APRON
LENGTH La (FT)
I
A
3
12
12
12
8
2
A
6
IS
23
23
I8
3
A
3
12
5
5
3
4
A
3-
12
5
5
5
A
3
12
5
5
5
6E5
A
3 �12 6 6 g �
RIP
RAP OUTLET Q
PROTECTED FROM DISCHARGE DURING
CONSTRUCTION. ION. DRAINAGE AREA
(MUST BE STABILIZED PRIOR TOI F
DESIGN CRITERIA:
LEVEL.
SPREADER
10 YEAR
PEAK
REO_ LENGTH
PROPOSED
TOP
MIN FOREBAY
FILTER STRIP
FILTER STRIP
DRAW
FLOW(IO'
PER 1.0 c;s}
Li;-*tH
ELEV.
AREA (SFf*
SLOPE
VEGETATION
PRESENT?
1
9.66
97
_ 10
s.2o
N/A I
0.8%
BERMUDA sots
N
2
9,79
_
1,98,
16 v'
5,70
N/A
2.0%
BERMUDA SOD
N
�,,,baea j9
�4$a ioDzo It mt
aO
C3� as>a4�.o�;Eg4
7co
CAI E
i3 n co
(D �,
STABILIZATION LEVEL SPREE E�TI
NOT TO SCALE NO SCALE
t TO
<
cxD
u
�
O
17
Q p
2
✓
L0
_
Q
uj
FOX
PROTECT WEIR WITH FILTER
FABRIC AND RIP -RAP
EXISTING GRADE
WEIR ELEV
WEIR (SEE CHART)
12„
h FILTER FABRI
E. C 3
i
('j I
I
R
I �
EXTEND STONE APRON
5' BEYOND TOE OF SLOPE
ARM ASSEMBLY
U)
L
WEIR DETAIL
u
�
r
OERSPECTIVEI VIEW
MIN. 4" -o Itg E? / /// /// T
'
N •_
PVC VENT
OVERLAP` \\ �\
r t =
PVC ELBOW
PIPE
�vl
WATER SURFACE
/ /
1r ^ ^n
w
N
� -
PVC END
I D CAP
SCHEDULE 40
✓
/�
-r, r?
0
PVC TEE PVC PIPE
ORAFICE
PVC PIPE PLATE
TOPO BA,N
,` 1-1 Ff
1/2" HOLES IN
UNDERSIDEPVC
TEE
La
FHA'E It 1:ABRIC 1 � i IRI?.LI=.1'.
��
FLEXIBLE HOSE
CONNECTED TO PVG
L
,.
SA�°I 2 8 o13
�
M
ISOMETRIC VIES! ��/�,// //\\j/�`
_� I
-
ORFICE OOF OUTLET
i STRUTURE
.Lu
BOTTOM SURFACE
NOTES
1. SLOPE SURFACE SHALL BE FREE OF ROCKS
4'
END VIEW
FRONT VIEW
CLODS, STICKS AND GRASS. MATS / BLANKETS
L;
SHALL HAVE GOOD SOIL CONTACT. l •• _..� .....
V,IRIS..:,
NOTES.
,. _,. •;•_ ,.
2. APPLY PERMANENT SEEDING BEFORE PLACING
I CII::IRI TO RE,VtOVE SKII4IMER UPON STABILIZATION OF THE CONTRIBUTING DRAINAGE
.' v N AREA AND INSTALL PERh9ANENl PVC ORFiCE PER 3. LAY BLANKETS LOOSELY AND STAKE OR STAPLE OUTLET STRUCTURE DETAILS. / ` % `.'<, "-: \/l
TO MAINTAIN DIRECT CONTACT W)TH THE SOIL. \\ \\ \ \\ \ :: •12" � �-� pESIG lTF ;
DO NOT STRETCH.
4. BLANKETS SHALT. BE 510DEGRADABLE EROSION CONTROL
MATnNG/BLANKET.
S. ALL SLOPES 6:1 OR GREATER AND ALL $WALES SHALT. BE
STABILIZED WITH MATTING;BLANKET.
'
6. CONTRACTOR RESPONSIBLE FOR MAINTENANCE, REPAIR
POND
WEIR
TOP OF
"L"
ELEVATION
BANK
(FT)
1
j 9.5
11.0
20.0
2 .
9.5
ILA
30.0
POND
NUMBER
SKIMMER
SIZE (IN)
ORFICE
RADIUS (IN)
ORFICE
DIA.:IIN)
VOLUME
(CF)
I
4
1.9
3.8
55.593
2
4
L7
3.5
45,480
AND/OR REPLACEMENT AS REQUIRED THROUGHOUT S p
- L HIGHEST WEIR
CONSTRUCTION.
ELEVATION ABOVE NORMAL POOL WHICH IS GREATER THAN THE REQUIRED
SEDIMENT -BASIN VOLUME.
T� jar T�
EROSION CONTROL MATTINGRIB' R-AP OVERFLOW Y1 EIR SKI D T IL (SY J.x FAIRCLOTH a'SON, INCJ
NOT TO SCALE
NOT TO SCA.111H NOT TO SCALE
... ..........

30' URANAGE E A S EEM Et',l T
'-NAGIE E A SEVIEN7
90' P�JBLiC DRAi
4�
ts=
- - - - - - - - ---
- ---- - - - - - - - - - - - - - - - - - - --- - - - -
- - - - - - - - - - - - - - ---
t
" i - - - - - - - - - - - - I - - - - - - - - - - -
N
v it
W ET L A N D
ti L11
Ju
i r
m
IA
7 DRY POND a!
LINE TABLE
LINE
BEARING
DISTANCE
Ll
S
41,34'52"
W
286.97'
L2
N
13*38'08"
W
27.601
L3
N
15*04'14"
E
31.72'
L4
N
32'47'200
E
29.14'
L5
N
13'59'07"
E
20.85'
L6
N
40*04'36"
E
128,00'
L7
S
49*25'12"
E
49.18'
L d
S
41'34'523
W
66.72'
L9
N
46*22'02'*
W
71.88'
L10
1-11
N
IN
45'02 '51 �
40"26'01"'
E
E
8.76'
105.31'
L12 I
N
37-1.3'219-
E
31.79'
z
(L
w w
>
.. ...... . v5i,
30' DRAINAG-� FASE;MENT
Z9
�C
75
(D
0 10
(Y)
X-1
E
o
:35 u
0
0
�7-
0
:D
E
IF
W cr)
=7�77�? A� "'r,"
>
@
% Co
'AM0
N b <
M
(D u
E
K4
mmi- 'u,
Vg,7
7 0
At
0 0
Q) �4-
N17-.a
`,z, A A, ------------- ------
<
Q)
'ry E
a
VP�
+
QF -
i --
Oslo
also
zmmm===
QRY P2N2 2
BOT: 7.00 f I j It
UNI, T A
:D
A ml
0 1h ton
Zz
'o- -) -. 5,
< i- Ix ,
:j W 0
0 �-Wo I
nZou. LL
Z-
co Z
LJ
0 .......... I �0'
O%v
4
P
0,
AP -
.Y* V
L) ;w
-,r- - vo-
be
TOB- JZ.06 "N'
BOT: 6.00
ia --owl
it
--4
t % %wo I-
I WIN!
I t 7
lo-
­711
IZ b
'j,
it
. . . . . . . .
777R- 7
t pgm gg . . ...... . .... .
ONE
'fi OEM
ws" e I N111
...........
--- - - - - - - - -
7, Jj
tj-=T� AAJ-�)
30
60 120
'N -'L A N I)
IN FEET
1 inch = 30 ft
CURVE TABLE
CURVE
RADIUS
LENGTH
CHORD
CHD BEARING
DELTA
C1
4. 00'
8.71
7.09'
N
76*01',38"
W
124*47'000
C2
16.36'
N
00*43'03"E
28*42'22a
�3300�"
�0-21'
10-16-
N
23-55'47-
E
17*43'06"
CC-
22.00'
7.22'
7,19'
N 23*23'130
E
18'48'13"
C5
CIS
93-00'
19.00,
42.35'
30-011
41-99'
26.99'
N
N
27*01'514
85*19'42"E
E
26*05'29"
90*,30'12'
C7
19.00,
30-18'
27.10'
S
03'55'100
E
91'00 04
C8
38.00'
3-.06'
3.06'
N
42'44'26"
E
4*.36'50lll`
C9
41.00'
2.30'
2-30'
N
38*4945*
F
3'1 232�*
clo
2.00'
4,12'
3.43'
S
83'47'490
E
117*57'24�
C1 1
85.00'
58.142"
57.28'
S
44'30'30*
E
39*22"47"
C12
5.00'
7.56'
5.86'
S
20'53'5 1 4*
E
86'36'W
C1 3
249.50'
83.52'
83.13'
S
31*59'29"
W
19-10'46"
C14
2,00'.
3.21'
2.881
S
87*36"25"
W
92'03'060
C1 5.
2.00'
2.86'
N
00*39'35*
W
- - - - --- -------
91'24'53"
L I NE TABLE
LINE
BEAR I NG
.:
D I STANCE
L13
S
21'24'50'
W
85.17'.1
L14
S
19'16'402
E
50. 09'
L16
N
48'11'5,5x
W
53. 58'
s
86*48'050,W
3.66,
L18
N 48*02'04"
W
42,54'
L19
S 4'51 '05'
E
64.59'
L20
I N
4*5:1'052
W
79.37'
L21
IN
31 - 55'38 -
�E
87.61,
L22
S
63*19*45 2
E
7.17'
L 23
S
54-416'18-,
w
99.94'
L24
S
21 * 24'50',
W
5 . 9.35'
L25
N
63"119"46"
W
46. 10'
L26
IN
31 '5 1 5 , 38 E
30.5f)'
L27
N
43'03'560
76.67'
L28
S
46*56'04a
E
91.33,
L29
S
33-214-082
W
0'.43'
F- CURVE TABLE
CURVE
RAD I US
LENGTH
CHORD
CHD BEAR I NG
DELTA
C15
56,00'
-7; -00'
39.77'
38.94'
S 01"04"05"" W
40'41 '30'
Fc17
7.3V
.30'
S 08*11"W E
22'09--'52'
cis
25.00'
56.25'
45.11'
-�5.84-
S 67'20'39� W
128'54'5,3*
cis
22,00'
17-28-
N -70-41',55- W
45-0W00-
C20
29.50'
23.25'
22-66'
N 70*36"59"' W
45*W51w
C21
29. 50',�
61.53'
50.97'
N 11'42'59= E
119-30'06-
C22
136.00'
26.74'
26.70'
N 65'50'W E
11-15159w
C23
MOW
20.06'
18,86'
S 62'19'3,1f* P
114'56'5,30
C24
11�00'
34.56'
22.00'
N 85'08W E
180,00,01",
C25
C.26
37,00'-
27. 50'�
23.75'
40.57'
2,3.34'
37,07'
N 1.3'32'17= E
N 74*17'56- E
36-4643-
84 '44'36-
C27
27-50,
40.67'
37.07'
3 20-57'28� E
84-44'36P
C28
45. 0.0'�
60-18'
�5.79'
N 86-55'11= W
76*37'02"
C29
62.0W
36-10'
35�591
S 38"05"W W
33-21'27P
C30
C31
3.00'
3.00,
4.99
4.99'
4,43'
4.43"
S 69*02'32"" W
N 15-42-04" IN
95*15'24-
95*15'24w
C32
1-52-00
31.49'
31-44'
N 37-29'470 E
C33
5.5 ov
8.64'
7.78'
N 88*03'560 E
90,00,000
C34
2.00'
2.80"
2.58'
S 06-4558- E
80'20'12"
3.42.'
3.02'
S 82*23'44A W
97*59'11"

N T 9Q
I. ALL COMMON AREAS ARE ALSO DRAINAGE EASEMENTS. IMPERVIOUS
SURFACES
C S MUST To T S
2. ALL IMPERVIOUS SURFACES MUST DRAIN TO THE STORMWATER SYSTEM.
t , � 1 i �
It
t t f� l ' � :
LOT I WELL LOT LOT 17 LOT IS LOT f9 L 0 T 20 LOT at LOT Z2
QUEENS POINT QUEENS POINT QUEENS POINT QUEEN$ POINT QUEEN$ POINT QUEENS POINT QUEENS POINT QUEENS POINT QUEEN
S.---CTION I SECTION I SECTION I SECTION' I SECTION I SECTION 2 ) / SECTION
a�oySK. 10, PG, 6 BK. 10. PG, 6 6K. 10, PG, 6 BK. 10, PG, 6 SECTION I
BK, 10, PG, 6 SK, 10, PG, 6 8K, It. PG. 20 BK- 11, PG. 20 1
z- - - - - - - - - --- - - - - - - - - - - - -
6i
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
- - - - - - - - - - - -
x
A-= �! �15- - -- � -FG -9.8�FG
"p tGz�� - FG -- -%
cv.1
8-FG- FG �ZlhFG rv.0 _rw_
22.1 FG
sp - - - I'll
to. � t - + 15,
PERIPHERY SETBACK 7.4
-0'
a DRAINAGE EASEMENT .44%--
+ i�� 0 20%
1. 8%
tFG,
157V
- - - - - - - - - - - - - - - - -7
f lb 0 14
2 5 - 1 20, + I LL LL
COD w u- 1
LL
'o ILL. 15,4 FG
j
V)t-
OPEN SPACE IfCOMMON AREA/
Lim 0
U DRAINAGE EASEMENT C) LL -FG -14� FG
(0.48 AC)
+ 17,9 u-
0 to
1-1� 14.9
Uj
+ %6
0 1 0 -
7
+ 16.4
FP: 16.6
2 0 FP: FP: 17.7-, 6 FP: fro.- F P: 15.6 /,10
FP: 15.71
i - " / Ep:., 14.6
FP: P-0.0 FP: 18.9 q FP: 15.3 9 1 FP: I
I - bk W 14.6
C) 0
c�
+ 17,5
2.1
MATCH EXISTIN
(TYPE F)
Ell if ED 111-8- L
EDGE OF PAVEMENT (TYPE F) FIR: 14.90 {TYPE -Lu
Kl INV. OUT- 10.50 (SE)
17.18 7' FIR: 13.76
L CL - - - - - - FR: 15.00 "9
(SE) INV. OUT: 9.00 (SE INV OUT: 15. INV IN: 12.00 (SW)
R, INV, OUT: 10.00 (NE)
CL (TYPE E)
--- - - - - - - - - - INV. OUT: 8.00 (SE) 14
j + 22,6 1pl� - - - - - - -
v !L gro TP 7---
-JJ
f F
; Tyl,11,111�1 -.. - . -
c)
tS��4i; ii;TM"f7w
.c
v,
�o
.......
0
i L)
w
N"
15A
<
0
41,*
0'
z
0 c)
co (y)
:t-- CN t
t PEN SPACE clwffifinvil AREA I "1 -.111111111 ;;l'l;X I - c- n
al � 'Ago o
nRaijuAGir lrA-qfrMF-PJT :D (n,
(1-25 AC)
'4
--- - - - - - - - - - - - - - - - - - - - - - -
22.9 + 22.6 + 21,
+ + 2
+
--T
29 LF 150 RCP
+
0.69X
- - - - - - - - - - -
Fll17.18 Isi, RCP
INV. IN: 13.30 (NW) a 0.33X
22 I t INV. OUT: 12.50 (NE)
LOJ 5 L 0 -1 26 LOT 27
SANDY15ROOK
'APROOK $4NDYIBROOK SEH11ON I
SECTJION I SEC I Iot-4 I
8 K. 2 3. PG. 44
BK. 13, PG. 44 3K. 23, PG- 44
UNIT A UNIT 6 t UNIT A UNIT B UNIT A UNIT 5
. } l
+
0
✓r
15-U + 14.6 ol -4-
17,A lb vw) 71
GUM Sig j= -9
+16.8 14 7j 6
W L U M i c
PN S28'-
7-- B
x x
u
MAP SP-G/TWIN 13�13 29 LFJ5` RCIP 29 LF 15" RCP U
00.69% 729 LF 150 RCP Z u
Lo
e 0.69% RCP
RCP 139 LF 24 RCP 0.69X 4.1�
00.56% HI 191-7 �AP S G/T 15+15
•
-- - - - - - - - - -
(TYPE G) -- - - - - - - 77-1 7-7 (DOUBLE TYPE E) - -5 0 (D
FR: 14.90 FIR, 13.76 - - - - - - - (DOUBLE TYPE E) q Lo
L RCP FIR: 12.68 ri) 0
INV. IN. 9.50 (SW) INV. IN: 7.50 (SW) 216 F <
INV. IN. 10.30 (NW) 142 LF :5613 RCP INV. IN: 8.60 (NW) R
0.37X INV. IN: 6.70 (SW) 215 LF 3 E
: S"
INV. OUT: 8.00 (NE) a 0.35X INV. OUT: 7.50 (NE)
INV. IN. 7.80 (NW) 003
I14V,++0UT. 6.20 (NE)
�LOT 30
SANDYBROOK LOT 31
Yp R 0 0 K S�ND' ROOK
SEC ]ION I ',��'-T'IDN 2 SAND ROOK SAND z
6K. 23 PG. 44 SEC, 0 N SECT ON 2 SE
si, 24 PG. 60 BK. 24. PG, 50
11 SK. 2 4, PG. 60 SK.2
II I
UNIT A
UNIT 8 UNIT A UNIT B VNIT A 1 UNIT 8 UNIT A UNIT 8 UNIT A a 0
u) Z
z
z
0 z
0 z
o <
, I I , I 4
0
DESIGNERS PLAN CERTIFICATION: PROPERTY OWNER CERTIFICATION:
"TO THE BEST OF MY KNOWLEDGE AND BELIEF, THIS PLAN HAS BEEN PREPARED IN ACCORDANCE *WE HEREBY CERTIFY THAT WE ARE THE CURRENT OWNER OF THE PROPERTY AND THAT Z
UPON RECEIPT OF "AUTHORIZATION-TO-CONSTRUCTR ANY CLEARING, GRADING, CONSTRUCTION OR
WITH THE LATEST NEW HANOVER COUNTY ORDINANCES AND STORM WATER DESIGN MANUAL
DEVELOPMENT, WILL BE PERFORMED IN ACCORDANCE WITH THIS PLAN AND THAT THE APPLICABLE
PRINTED NAME AND TITLE:. JOHN H RICHARD$, PE PROJECT MANAGER ORDINANCES AND RULES OF NEW HANOVER COUNTY. THE STATE OF NORTH CAROLINA AND THE
FEDERAL GOVERNMENT AND IT'S AGENCIES WHICH ARE HEREBY MADE PART OF THIS PLAN. AS THE
REGISTRATION NUMBER: 25939 OWNER, WE ACCEPT FULL RESPONSIBILITY FOR THE CONSTRUCTION AND OPERATION AND
MAINTENANCE OF THE PROPOSED FACILITIES. WE WILL NOT ATTEMPT TO TRANSFER OF THIS
% RESPONSIBILITY WITHOUT THE WRITTEN AUTHORIZATION OF NEW HANOVER COUNTY.'
oti\A CARo.
COMPANY: D.R. HORTON, INC.
Etc u-=- IV E
OB NO:
J- 4039.0001
AUG 28 2013 ATE: 03-01-2015
BY: KWL
SEAL
D. K
25959 WL
13Y.-
GRAPHIC SCALE IEWED. JHR
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Bd SHALL NOT BE GREATER '5.'p
a
' PIPES UP TO AND INCLUDING THAN Bc PLUS 2' FOR
PIPES UP TO AND INCLUDING II °ppp.Qpp�,��4
—n '�'n.-- 30" AND 3' FOR PIPES 3a" AND 3' FOR PIPES
1` cF
GREATER THAN 3O" TO
- -� I — GREATER THAN 30" TO
o ,
R/W R/W
n CLASS 2 OR 3 BAGKFILL I ,� Bc. j� PERMIT SATISFACTORY CLASS 2 OR 3 BAGKFILL = BC --"= P .: 4�v. PRIVATE R/tti
q TO BE PLACED IN LAYERS - - I- JOINTING AND TAMPING ERMIT SATISFACTORY
a
_ JOINTING AND TAMPING
�E 1 --I TO BE PLACED IN LAYERS --- ( i
8 MAX. COMPACTED DEPTH �— OF BEDDING MATERIAL 8" MAX_ COMPACTED DEPTH -�
Ill COMPACTED) TO A DENSITY (!�' '— __ OF BEDDING MATERIAL
{i19s�11895�#�
j { UNDER & AROUND PIPES. COMPACTED TO A DENSITY UNDER & AROUND J-1-
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�y
� � � � � . �� � I(�((� � WITH FL E3LE RUBBER GASKETS �� � . '•. ���r��,��
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2 2
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(( ( ! SIDEWALK VALLEY GUTTER "'`
o COMPACTED
GRANULAR �1
4 COMPACTED
_ - - •-- - - - VALLEY GUTTER (NCDOT 846.01)
GRANULAR BAGKFILL IN 6" COMPACTED 1 - ~ - - - v MATERIAL _ MATERIAL LAYERS. SEE SPECIFICATIONS D \ ` (NCDOT $�6.01)T7�`:GSP,4ALTIC SURFACE !!FOR COMPACTED DENSITY REQ'D. / r�\ \ ` OURS. TYPE SFS.SA
14 24 -� \\ 60 GRADED AGGREGATE BASE !2
�, . COURSE (GABC) COMPACTED TO � m D
1 ! 1-=1 I 1=E f =(! 1=I i i=1 f i- NOTES. 100% OF ITS MAX. LABORATORY I >
- _ 1. INSTALLATION OF FILTER FABRIC AT JOINT- AFTER
o t t E-I t t----E 1 !^-•-t t t____. d FILTER ;-'."sBr'ZiC `�ir2Ar�PEO DRY DENSITY (ASTM �3-ISS7) ! � �E �
jj
EACH SECTION I5 JOINED U?, THE CONTRACTOR SHALL t
AROU31D Plr^ -JOINTS j
1 I I= �
PLACE TWO (2) LAYERS OF FILTER FABRIC AROUND TH_ s , I
JOINT. A MINIMUM OF FOUR FEET WIDE, CENTERED ON Ttj= I MOTE: i
JOINT. NEW HANOVER COUNTY. NORTH CAROLINA LOCAL I � ,
ALL STORM PIPE SHALT. BE REINFORCED CONCRETE PIPE (RCP), CONFORMING � f
NOTE: TO BE USED WHEN REQUIRED BY THE ENGINEER TO ASTM C-76 CLASS 111, UNLESS OTHERWISE NOTED. 2, FILTER FABRIC SHALL BE A NON -WOVEN HEAT-BON©_0 � ROAD DESIGN STANDARDS PER MATRIX TABLE FOR �
FIBER OF POLYPROPYLENE AND NYLON FILAMENTS PRIVATE ROAD RIGHT-OF-WAY SPECIFICATIONS.
EQUIVALENT TO MIRAFIa40 I,t. PRIV TE STREET SECTION STANDARD DETAILALTERNATE STORM
I BEDDING
ss88ss DETAIL
u$�� *g@ 3i STORM EBEDDING DETAIL
as
NOT TO SCALE NOT TO SCALE
NOT TO SCALE NOT Ta SCALE
z
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NOTE:
SHE PRECAST MANUFACTURER IS TO PREPARE AND �� I i i �
T
DETAILSUBMIT TO THE ENGINEER DESIGN AND "`` I 1 D i 0 w tas
1 I I ua
CALCULATIONS FOR THE STRUCTURES SHOWN BASED ON E E
NOTE: 1 € ; € > > >
THE DESIGN CRITERIA SPECIFIED. THE DESIGN SMALL BE E � �
S' 8' < € ! aI w l w
PERFORMED UNDER THE DIRECT SUPERVISION AND THE PRECAST MANUFACTURER IS TO PREPARE AND
SUBMIT TO THE ENGINEER DESIGN DETAILS AND
SEALED BY A PROFESSIONAL ENGINEER REGISTERED IN � CALCULATIONS FOR THE STRUCTURES SHOWN BASE ON 1
THE STATE OF NORTH OR SOUTH CAROLINA EXPERIENCED 3
IN THE. DESIGN OF PRECAST CONCRETE. THE DESIGN THE DESIGN CRITERIA SPECIFIED. THE DESIGN SHALL BE
I I SHALL INCLUDE PROVISIONS FOR HANDLING STRESSES PERFORMED UNDER THE DIRECT SUPERVISION AND
AND CONSTRUCTION LOADS. REPRODUCED COPIES OF
SEALED BY A _PROFESSIONAL ENGINEER REGISTERED IN
AE
REINFORCED
G789 *STANDARD SPECIFICATIONS FOR PRECAST
THE STATE 01- NORTH OR SOUTH CAROLINA EXPERIENCED
IN THE DESIGN OF PRECAST CONCRETE. THE DESIGN
CONCRETE BOX SECTIONS FOR CULVERTS, SHALL INCLUDE PROVISIONS FOR HANDLING STRESSES 75
N STORM DRAINS, AND SEWERS' WILL NOT BE ACCEPTED AS � p a
A' SUBSTITUTE FOR DESIGN. AND. CONSTRUCTION LOADS. REPRODUCED COPIES OF a � �
ASTM C769 "STANDARD SPECIFICATIONS FOR PRECAST u CID� �
REINFORCED CONCRETE BOX SECTIONS FOR CULVERTS.
STORM DRAINS, AND SEWERS" WILL NOT BE ACCEPTED? AS 1 0
A SUBSTITUTE: FOR DESIGN. 0 :5 �'? U
I "Ird 0 U
E
tI Z
ORFICE
(SEE _
I
CHART)
_4
1-44-
4-1
I i I -° -- 2 ALUMINUM ALLOY GRATE. PROVIDE - - - — 4 tf2` STAIN! cS5 1 €
I , I GRATING FRAMING AND TAMPER i ANCHOR BOLT = Iz" oC
I t RESISTANT CLIPS. -
2" X 2" X 1/4' FLAT STOCK. E I
Outll
cture Dimensions
Dry Pond Qutldit SiAle-t Ire
CS #1 S
CS #28
Basin Bottom Elev.
1P.00
.
7.00
Temporary Pool Elevation
�11.00
16.80 :
Orifice Hole Size
-
2
Weir # 1 Elev. i Width / lit
NIA
N/A
Weir # 2 Elev. / Width
j A
W
N/A
EmergencyOverflow o
(Top
p
,1.00
1 1.(}
Pipe invert j Size
p
5.80 6"
11
6.D3O 1 S "
Bottom Elevation
4.80
5.00
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6.00
7.00
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4 1/2" STAIN t ESS
ANCHOR BOLT - 12" OC
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2' X 2" X 1/4" FLAT STOCK
`D
- 24t0 OUTLET15" OUTLET 1 : a¢.
■
2 ALUMINUM ALLOY GRATE. -. -
PROVIDE NOTE: wl SHALL BE TEMPORARILY GRATING FRAMING AND
.: ; . �� -
a n a
TOP VIES
_ TAMPER RESISTANT CLIPS.
COVERED DURING CONSTRUCTION T8
f 4
PREVENT DISCHARGE FROM THIS WEIR NOTE: CONTRACTOR TO INSTALL FLOATING � a ° '
TO THE LEVEL SPREADER. UNCOVER SKIMMER FOR DE -WATERING DURING CONSTRUCTION = ONCE SITE IS STABILIZED. (SEE SKIMMER DETAIL.) ; ' 2 X 3' X 1/4'
GALVANIZED - S7EEL ANGLE COATED
CONTRACTOR TO REMOVE SKIMMER UPON 8TABILtZATKlN Of " WITH GOAL TAR EPDXY
`'
THE CONTRIBUTING DRAINAGE AREA AND INSTALL PERMANENT 2" STEEL ALUMINUM GRATING
PVC OREFIGE AS SHOWN. CONTRACTOR RESPONSIBLE
■ FOR PROVIDING ALL FITTINGS.
2 ALUMINUM GRATING H.D.G. j z" X a X 1/4" GALVANIZED •-"`�.-�--
26 STEEL ALUMINUM GRATING STEEL ANGLE COATED EMERGENCY OVERFLOW "UJ
`a
2 x 2 ANGLE FRAME H(2G WITH COAL TAR EPDXY f
,I
EMERGENCY OVERFLOW -�
4' PVC CLEANOUT NOTE: `I
ORFIC I- f
SEE :----------------- CONTRACTOR TO PROVIDE A - -�
�- 12 SUMP IN FRONT OF ORIFICE. �,
C1ART3 -�� 1_
i� --------- ------ 4' PVC STUBBED INTO BOX 4 1 1[ z
PERMANENT POOL
Wl •• Sol � �'�� � I• 36" "
OPENING `IM
(SEE CHART) 4' PVC TEE
_ 48 �r 1
- ORIFICE (SEE CHART) n O
STRUCTURAL PLASTIC TRASHIx
'
I RACK/DEBRIS CAGE (CONTECH
\ STORMRAX FLAT SERIES OR PIPE -IE
I t 4` PVC CAP
W1 HOLE DRILLER
{�J 1 EQUAL)(SEE CHART FOR SIZE)
/� PIPE IE
IS' OUTLET 24`' OUTLET OUTLET PIPEtb
{
BOTTOM ELEVATION
OUTLET PIPE w°�,
BOTTOM ELEVATION � �®'"
n .North Carolina
SECTION SECTIO
JOB NO: J-24039.0001
DATE: 03-01-2013
A�
SECTIjj Ol�i SECTIONA � DRA6'Ifhd: KWL
DESIGNED. KWL
DIMENSIONS TO BE DETERMINED BY PRECAST MANFACTURER.
DIMENSIONS TO BE DETERMINED BY PRECAST MANFACTURER. REVIEWED: JHR
8 1
� ,��� Call �+� APPROVED: JHR
CONTROL RUC C IA®1� CONTROL U�'I.JRFMR-IR A r-A®� g y yy SCALE: AS SHOWN

2
C
N
TOP OF BANK BERM
5' AKIN.
�i=iii
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-Ill-illl 5
111=11=m10:1
-1 I I=EI 1 I -Ili
i I l---i I I l-C--� C C----�C
iI 1 I----III-I
Pond Elevations
Pond Area --
Temporary Pool Elevation
.-
rc of ..r.._ - Shelf
of Pond
SedimentBottom
r>a
a t!
Forebay Wier El - ,
a
TOP OF BANK
BERM
5' MIN.
FOREBAY BERM
IO' WIDE VEGETATIVE PERIMETER
10' MIN.,
SHELF (10:1)
_
TEMPORARY POOL
ELEVATION
PERMANENT POOL
ELEVATION
I i=i I I
FOREBAY DEPTH VARIES
I I I�t 'I I i.-t t'10' WIDE FOREBAY WtER�-
i
WITH RIP RAP Ij III=
BASIN DEPTH
��\
i .
€ MIN. 12 DEEP RIP RAP,RIVER
I =lli�
_
f
ROCK.OR STREAM BED
COBBLES OVER FILTER FABRIC
GROUT IN PLACE TO AT LEAST
1 i=i i 1
3/4 DIAMETER OF STONE
1 J
I I MI 11=i i 11=1 I i I =1 11=1 1•-
SSEDIMENTTORAGE
Ii�iii^
NOTES:
(=i 1=
I. WET POND TO BE USED AS SKIMMER SEDIMENT
BOTTOM
i
BASIN DURING CONSTRUCTION AND STABILIZED WITH
i t
--c�rT-=T[' TEMPORARY SEEDING.
E. UPON STABILIZATION OF THE CONTRIBUTING
i -i i 1 1=i 1=i i=1 1 1=Ili=illy ; I I AREA,DRAINAGE TEMPORARYSEDIMENT BASIN TO WET DETENTION
POND. ALL SEDIMENT SHALL BE REMOVED AND
POND SHALL BE REGRADED AS NECESSARY TO
ACHIEVE ORIGINAL DESIGN ELEVATION AND
PERMANENTLY VEGETATED AS INDICATED BELOW.
5. SEE GRADING PLAN FOR ELEVATIONS: 7
4. WETLAND PLANTS SHALL BE PLANTED !ALONG THE
TOP OF BANK !
(5' MIN.)
i
PERIMETER OF THE VEGETATIVE SHELF, FOR EACH L
SHELF SHALL BE PLANTED. VEGETATIVE OO SF OF
POND. A MINIMUM OF 50 PLANTS PER 2
PERMANENT WET DETENTION E COVER CRYEXTENDED
DETAIL
° g SHALL INCORPORATE AT LEAST THREE', DIVERSE
® 1 G SPECIES OF SHALLOW WATER EMERGENT AND
SHALLOW LAND HERBACEOUS VEGETATION.
DETENTION E!
5. POND BANKS SHALL BE PERMANENTLY STABILIZED
NOT TO SCALE WITH CENTIPEDE GRASS MIX AND COVERED WITH"
EXCELSIOR MATTING OR APPROVED EQUIVALENT. NOT TO SCALE
F. A TEMPORARY PUMP SHALL BE USED TO DRAIN 7
EMERGENCY, F
PONDS FOR MAINTENANCE OR IN CASE 0
NOTE: NOTE:
THE PRECAST MANUFACTURER IS TO PREPARE AND THE PRECAST MANUFACTURER IS TO PREPARE ANDUBMIT TO THE ENGINEER DESIGN DETAILS AND
.TRUCTURES SHOWN BASED ON
3' CALCULATIONS FOR THE STRUCTURES SHOWN BASED ON 4, SUBMIT TO THE ENGINEERSDESIGN DETAILS AND
THE DESIGN CRITERIA SPECIFIED. THE DESIGN SHALL BE CALCULATIONS FOR THE
PERFORMED UNDER THE DIRECT SUPERVISION AND THE DESIGN CRITERIA SPECIFIED. THE DESIGN SHALL BE
PERFORMED UNDER THE DIRECT SUPERVISION AND
SEALED BY A PROFESSIONAL ENGINEER REGISTERED IN
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THE STATE OF NORTH OR SOUTH CAROLINA EXPERIENCED SEALED BY A PROFESSIONAL ENGINEER REGISTERED IN
EXPERIENCEDv
IN THE DESIGN OF PRECAST CONCRETE. THE DESIGN THE STATE OF NORTH OR SOUTH CAROLINA EXPERIENCED
SHALL INCLUDE PROVISIONS FOR HANDLING STRESSES IN THE DESIGN OF PRECAST CONCRETE. THE DESIGNSHALL INCLUDE PROVISIONS FOR HANDLING STRESSES
AND CONSTRUCTION LOADS. REPRODUCED COPIES OF AND CONSTRUCTION ASTM C789 'STANDARD SPECIFICATIONS FOR PRECAST ca LOADS. REPRODUCED COPIES O t7 *0 0
ASTM;C7B9 "STANDARD SPECIFICATIONS FOR PRECAST
c3
REINFORCED CONCRETE BOX SECTIONS FOR CULVERTS, REINFORCED CONCRETE BOX SECTIONS FOR GB3LVERTS,
STORM DRAINS, AND SEWERS` WILL NOT BE ACCEPTED ASi„ 7
A SUBSTITUTE FOR DESIGN. " " STORM DRAINS. AND SEWERS, WILL NOT BE ACCEPTED AS - � s'3 0�
1 I _.- y �� .., _. A SUBSTITUTE FOR DESIGN.
—
I f t € C7 u
Outlet Structure Dimensions -
€ 1 Outlet Structure Dimensions � � €�. � 0
ORFICE Pond Outlet Structure CS #2A I (- Wi: o0'W x 7.2'H 1 ". D
rt� (SEE ` OPENING { slDEsl ` C Ponii atructcire CS #2C
1 CHART) Permanent Pool Elev, 7.20 rt �C -I --
1 t (SEE CHART) I Permanent Pool Elev. 7,2ti > O C
�- [-r c ' Temporary Root Elevation 8.80 1 T 1 cU
fi € Temporary Pool Elevation 8,80 -
4 = in Orifice Hate Size 3.00" € 1
€ € Orifice Hole Size N } A L
Weir # 1 Elev. { Width N/A
A J
r C�
3- Weir # 1 Elev. } Width / Fit 8.80 / 180- TOTAL. / 7. "
rt� 1 Weir # 2 Elev. /Width N } A 1 _€-# 1- i, -�
1 rt �I t Weir # 2 �leV. J Width hi } A 0 �
j- -) Emergency Overflow l t'op 10.50 --a tf2° sTAtNL Ss I i-(- 1 (D
ANCHOR eOt T - €�` OC t i- (-) t Emergency Overflow (TAP 10.50 4 try° sTAtNLESS -
€ u 1 ANCHOR 80LT - 12° OC a I I Pipe Invert ( Size 7.20 / 15" 2" X 2° X 1/4° FLAT STOCK - 1 I rt` N € Pipe Invert } Size 6,70 }<24° n � c�1
(1)
X 2 iC Jf4 FLAT STOCK � � _
— _ e
7 � 1 t
Bottom Elevation 6A0 - --€ - Bottom Elevation' 5.50
�s � ..

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SECTION B-9
c::
RISER HT._
VARIES.
>
r
>s
F-4
:q.
�
WHERE 36" TO 36" PIPE IS USED
RISERS HT.
-'1 g
---
A
D' q
WHERE 42" TO 54" PIPE IS USED .
DETAIL. SHOWING METHOD
iENERAL NOTES: C7
USE CLASS "B" CONCRETE THROUGHOUT. ®1-4 � m s I
PROVIDE ALL CATCH BASINS OVER 3'-6" IN DEPTH WITH STEPS 12"
ON CENTER. USE STEPS WHICHCOMPLYWITH STD. DRAWING 840,66. Q �' z S"
OPTIONAL CONSTRUCTION - MONOLITHIC POUR, 2" KEYWAY, OR #4 BAR DOWELS AT C1IX Uco F
12 CENTERS AS DIRECTED BY THE ENGINEER. C
� � � � u " Err
USE FORMS FOR THE CONSTRUCTION OF THE BOTTOM SLAB. 0 a c � � _ > # CAL SPACES
EXPANSICN.JOINTS
4,t-Srr 4`-6rt
STD. 840.03 FRAME
IF REINFORCED CONCRETE PIPE IS SET W- Z a __j 1.11ulI H004 W. Z
IN BOTTOM SLAB OF BOX ADD TO SLAB S.? „
AS SHOWN ON STD. N0. $4fl.QO<, : � � �' � 3rr .� � �
r, r e rr rr n rr
USE TYPE E' F AND G GRATES UNLESS OTHERWISE INDICATED. }-• Z LIJ
1� -+
_ (�
` FOR 8`-0" IN HEIGHT OR LESS USE 6" WALLS AND BOTTOM SLAB. OVER --�-�` �
8r-Ore TO 16r-0" IN HEIGHT USE 8" WALLS AND BOTTOM -SLAB. ADJUST d r n
QUANTITIES ACCORDINGLY. 0 f!J 8
CONSTRUCT WITH PIPE CROWNS MATCHING. ��r��
PLAN
CHAMFER ALL EXPOSED CORNERS 1 U9
SECTION DRAWING NOT TO SCALE. p a ,;a C � CURS_ACID GUTTER 4 ITH CATCH BASIN ON STEEP GRADES a
v' �y
t TOP
uc _ f USE ON FLAT ELEv. E�PANSIQii JOINT �- :u
GRADES 2% AN U UNDER
FRAME, GRATE AND HOO[l -
DEPRESSED GUTTER LINE
SEE STD. No. 0.03 STEPS - STD. NO. 840.66 STEPS STD. NO, 840.65 8t Ou� -- e'i- _
r s -
ro� EXPANSION JOINT- �
_
l
€ I
_ .... m PLAN OF TOPS SLR SECTIO' S-S
z ELEVATION I
61r q : o . • t E f NORMAL CURB AND GUTTER Off LIGHT GRADES �L
co Z CD M
Q • 4ia1 s" NORMAL GUTTER LINE 8IJ � }
n :q. ell x 6" G '8rt _ - EXPANS
IONIN'i..
6 C q : S 11 r rt st 1'.R - _ 8" ! ---- -r-.^
�' (!� G E #8 'YV BARS
D a ° . --� '� .'�{ " :r OVER 2�s.
:q �. 04
D USEON GRADES i
;= z EQUAL .SPACES �
s,• C] � � i I t
,9 :occ - DEPRESSED GUTTER LINE � I i
�Y� � Otr Lot'
8 •'�' '� . a' '� • a' �'. 4' (� '"'� ® �+�# J'��IJOINT..,»,A%. i E I
it
w�EVTii�lII aJ "' m •' c• Tr` "p•Ila ` tr i. �.
WHERE 30" TO 38" PIPE IS USED �'° �•" i L6 j- 0
1 E ELEVATION
� ` I
SEE uarE SECTIONA CD
SECTION R-�$ Q���� i 14ORMA. CURB AND GUTTER ON STEEP GRADES
t
WHERE 42" TO 54".PIPE IS USED � �
to
C B o` 'o' b' Q .ti p' .. LU
'.1 A
U.
77-7
SHEET 1 OF 2 RIM �� � �U�� � PLAN of AM SHEET 1 OF 2 SHEET 2 OF 2
i
F
1
LLI
j f
SHEET 2 OF 2
w RISER HAS .228 CUBIC YARDS OF CONCRETE PER FOOT HEIGHT .02
XINIWA DIMNSIONS AND QUAHT_ITIS F'8it CONGFH_iE CATCH HASiN(flRSEQ Qtt �[IH. HEIGHTH, $T_gd NO.RISER)
DIMENSIONS
OF BOX AND PIPE CVIE
WIDTH WIDTH SPAtf �tIN. HEIGHT D25[=i3_T+V}S-�J
CU.YDS. CONC. IN BOX
DEDUCTIONS
ONE
PIPE
W.
PIPE
SPAN
NO, LENGTH
EARS-`f
NO. LEW-ITH
R3-W
10. E�NGTH
IOTA>
LBS.
TDP
S!�
84TT09
sLAO
TOT. !
D
A
B
a
D
H E
C.M;
R.C.
12"
3' 0"
2` 2"
--
t tr
2
-
_.
..
--
--"
-- -
4.235
Q.772
O.OIS
0.026
1811
3r_Ore
2r_1:
3r-01r
0.235
0.829
0.023
0.036
19"
31-0"
21-2"
3r 3"
0.235
0.887
0.033
0.049
24"
3'-0",
'2'-2"
3'-9"
0.235
1.001
0.059
0.085
30"
3'-0"
2'-2'!
3'-4e
4'-.3" 1r 2"
v.oft
4
1`-�
2
3`-S°
3
$`-3"
39
0.123
0.321 '
1.433
0.092
0.127
36"
3`-O"
2'-2"'
3`-10'
4'-S" 11-$a
At-0"
4
1`-11"
3
3'-3°
3
-3`-8"
43
0.161
0.358
1.714
0.132
0.178
42"
3'-O"
2'-2lf
4'-S"
5-3 I'-S„
;�,�3`-2"
i`r
1`-$"
2
2' 11"
3
2'-11r'
32'
a.112
0.318
1.73$
0.180
0.2$3
48"
3r-Olt
2r-2ir;
8r-a"
5 •9 .�r,0,r
3`.2"
4
2`-3"
3
2'; 11"
3
2'-11"
35
0.145
0:352
2.052
0.235
O.S17
54"
3'-0"
2'-2"
5'-7"
6`-311 2`-7"
3`-2"
4
2`-14"
5
2`,-11"
3
2`-11"
41
0.18D
D.3$8
2.337
0.297
0.40f

SOLID GONER SHOWN PERFORATED. PERFORATED AVAILABLE z 'R`' z b•,Y°`
IE SPECIFIED. � A - 4
_ E �t `� . ° . STATE USE OF SYSTEM ON COVER a _
�' t­k09k ¢py GENERAL NOTES: }-- /� ' �y )( < s Y
r-• S i (n d 11 z � sdm •� ii/ Yy !rd ` (el CD . r , T zbr ' Y"' • ba' R '•.�
w ir/ I . E. SEWER, STORM QiAZ ELECTRICAL) „
m z i $ CHAMFER ALL EXPOSED CORNERS 1 ". Lk� _,.i 1-1 - ^ // , " 0 0 �6'�� gb�'
-.{ I USE CLASS B CONCRETE THROUGHOUT. 0 m z @ IL z t3 q
"t 1 > > Fig x i OPTIONAL CONSTRUCTION M0N0LITHIC POUR 2 K Y LLf L1.. Ci C"t ..R ,
_... _ _..�,, _ - .,.,°. tt � z � -t TOP OF COVER E �
" Ciy ¢ ` e I ® ##4 BAR DOWELS AT 12" CENTERS AS DIRECTED BY THE ENGINEER. $ C � cr o o � 'tl z � �O � � � �
- - - rC� CD
o ! ; +'�� I USE FORMS TO CONSTRUCT THE BOTTOM SLAB. F- � � z Lu
� � � � � � A � � � �
0 z u. U �' I L- IF REINFORCED CONCRETE PIPE IS SET IN BASE SLAB OF BOX, u- Ca �--• II1l 81&Bdddd
'� ADD T4 BASE AS .SHOWN ON STANDARD NO: 840.00. p 0 � � C"? �
r it , Ir 1-4 zs"py>
I- - - - PROVIDE ALL JUNCTION BOXES OVER 3 -6 IN DEPTH WITH STEPS g.= �" ®�' < '••R ®��
F•-•
12" ON CENTERS IN ACCORDANCE WITH STD. NO. $40.B6, DL h•9 cn
e _ _ _ _ _ -I - i� - - -
LLJ
ADJUST THE STEEL, CONCRETE AND BRICK MASONRY QUANTITIES
TO INCLUDE THE ADDITION OF THE MANHOLE { I . E . DIAGONAL BARS �2" R . - 0 • I,,g-
�r , %
p - SEE STANDARD 840.54 SHORTENED AROUND OPENING IN TOP SLAB ADDITIONAL VARIABLE �� j
FOR MANHOLE COVER S. FRAME #4 BARS etAn HEIGHT BRICK MASONRY! OPENING- IN TOP SLAB.) � I � et v,� >ae�+ ,�� �
L OPTIONAL SPACED 6
C. TO C. MAX. DEPTH OF THIS STRUCTURE FROM TOP OF BOTTOM SLAB TO TOP { BOTTOM. OF CO tER �r '�� . ' ,. *�
6" TOIADJICK MSST,�FRAMEUSED
& ELEVATION IS 12 FEET. s ,,..--°�� ,:': '� R R r •'' • ���e��
COVET TO SURFACE
d#
ELEVATION MAX. 1' PLAN OF COVER
o ri[ ##4 BAR
o �C F E ! E'
. w z FLAN Q FRAM ' '
.x •.�4.__ OUTLET PIPE �^ �� ?
T - I q Ir
E OR F . rl a � � � � !
A -r ta.
07 : r-
"q INLET PIPE 1 I �h1 6„ _ �(��•J F-Ft - �� �� I 3 -- s-
- C-C OR D-D DOWEL r� �'-i,,fto z
SECTIONX-I rl.-i I-
z Er Nook 00
Bit
z
1 it 6ft
A X
�L�
,.� � z
� ° < EXP. JOINT
ot
m
x
6tt E T EL
SECTION ` -Y
SHEET 1 OF 1
-1
TYPE #2
M
Gil iLI 6" 1f l ,
6 W 6
11 O ® GENERAL NOTES: NOTE
NSTz
z 13�2't CLR. TYP. �'7 * THIS PRECAST BOX MAY BE USED FOR THE FOLLOWING ALL T 8'CAN�A. OPENING AS E BE L �� �' � �f_C,f
• a. o . Q Q � TOP LOCATED AS REQUIRED �.-
�,.,, c� #4 REBARS ''' #4 REBARS q,_u,.:. ¢ t_ STANDARDS: 84O.01 840.02, 840.04, 840.05, 84O.11 ,
Vs Q TO BOX ' OF 44 REBARS _
..___ �_-. - --- . S. - _ . 6 CENTERS `� C.7
m�_� • _ , : ��a� m� �� s4oRa2 840.14 84f}.15 840,17 a40.a s4o.as�,
< co- , z , 840.26, 840.27, 840.28, 840.31, 840.S2 ANSI.840.41.LL
A r : k t THE PATTERN tfF THE :ti:. • Lu ¢ z U. g a C7 * INSTALL PRECAST DRAINAGE STRUCTURES AND PAY - .• „
°'
1 t a I , .. ,P . » �-- �i Q y -n k' r05 BARS `
cn cfl �CNOG$C-011T �. cc o z 5a FOR IN ACCORDANCE WITH SPECIFICATION SECTION `840. pj C3 <
z -0 p ( i t „ I : c� A '[i �.. t! Ca I STEPS OPENING
®,, t +� c t 3 t PANELS ARE SHOWN :° P, o: �"-':� w z -n * DO NOT PLACE PRECAST DRAINAGE STRUCTURES t.. ..TEES �- z
• b: • v ttJM-wo--� SECTION Lu
¢ k FOR ILLUSTRATIVE •. � � t�
z > p ;=, . • • �' : ' z UDDER TRAFFIC OR WHERE TRAFFIC WILL BE DETOURED,.
b t t ,� t ! • Pi1RPOSES ONLY . . o, o� - - --� t5 BARS <
. o
S , k k :9; ; . ' .' ; • .v • . z , a-i D * USE 4t?OO PST CONCRETE . i @ CdPENING c!3 t
#5 flEBARS 12" p. . ; �, o. o 3'-�
#5 REBARS
,e ! ; Q �,• .a •y. : �• :a;•¢. : o.'• [L VIDE ALL REINFORCING STEEL `'WHICH MEETS ASTM A615 FOR
CENTERS r TY1L . 11_ CENTERS : » :.. ; : ;. w ® t r: z C 1-4
,� a• • a . �, �.• • ,'o GRADE 60 AND WELDED WIRE FABRIC CONFORMING TO ASTM A185. : a.
• P
Lu
. »• »• . • v ' v a v * LIMIT MAXIMUM DEPTH TO TOP OF BOTTOM SLAB FOR WAFFLE WALL
1 t » ° y WALL STRUCTURE
SECTION 'A -A' SECTION B _ E ° `� o vb• J STRUCTURE To 10'-#�" • LIMIT SOLID _ �. N.
:v- o Q ,'c . TO 15'-0". �
v # ; v
7t F, D tt
+ 1 -O - o :. -�` ?' PLACE LIFT HOLES OR PINS IN ACCORDANCE WITH
q
a
OSHA STANDARD 1926 704.Lu
o
.•� Q 1!, fiN. Lu
PLAN TOP SLAB
,� o a CUT OR FORM OPENINGS FOR PTPE TO PROVIDE
DIMENSIONS AND QUANTITIES FOR CONCRETE JUNCTION BOXES
DIMENSIONS OF BOX AND
PIPE
REINFORCEMENT
BARS "A"
TOP SLAB
DIMENSIONS
CUBIC YARDS
IN BOX
TOTAL QUANTITIES
BOX AND SLABS
DEDUCTIONS FOR ONE
PIPE CU.YDS.
PIPE
SPAN
WIDTH
HEIGHT
D
A
B
H
NO.
LENGTH
E
F
TOP
SLAB
BOTTOM
SLAB
WALL!
Fr. OF [ff.
LBS.
REINF
CU. YOS.
MIN, "H"
C.S.
R.C.
12"
2, O"
2t-Ott
.21-3tt
12
2r-gyp
31-0"
3'-Oft
0.167
0.167
0.185
22
0.760
0.015
0,024
15tt
2'-3"
2'-3"
2,-6"
12
3'-Olt
3t-;3"
3'-3"
0.196
0,196
0.204
.24
0.902
0.023
0.036
18"
2t-6"
2'-6"
21-3"
14
3'-3"
3`-6"
3`-6"
0.227
0.227
0.222
30
f 1.065
0.033
0.049
24"
W-0"
30-0"
_3'-3"
16
3t ntl
41-Orl
41_Or'
0.296
0.296
0.259
40
1.434
0.059
0. DST
301t
3t-6"
3'-6"
j 3'-9't
18
4r-3rl
41-6.rt
4r-6"
0.375
0.375
0.296
51
1.860
0.092
0.127
36"
41-0"
4`-O"
4'-3"
20
4'-9"
5`-O"
5'-Olt
0.463
0.463
0.333
64
2.341
0.132
0.178
42"
4t-6/
41-6"
4'-9"
22
5'-3"
5`-6"
5'-6"
0.560
0.560
0.370
77
2.878 1
0.180
0.243
48t,
5,_4r1
5r-4"
5'-31t
26
61-311
6'-4tt
6t-41r
0.743
0.743
0.407
111
3.623
0.235
0.317
54"
5'-10"
5'-10't
5`-9"
28
6'-7"
61-i0"
6`-10tt
0,865
0.865
0.444
126
4.2W
0.297
0.401
60i
W-6"
6`-6"
6'-3"
.30 1
71_311
V-61t
7t-6rr
1.042
1.042
0.481
145
5.090
0.367
0.495
32
7t-10"
8t-i"
8'-1"
1,210
1,210
0.518
169
5.$17
0.444
0,589
PON
t
0
U
mco
U
E
_
CO
0
CD
®011
La
>0
a
° cn
co
" cat
U
U
E
Z
0
0 0
cp
,._
<
Lu
y • � t'-- GLR. (TYP}
1­4v
�. _ REQUIRED SIZE AND LOCATION. ORIENT WAFFLE WALL STRUCTURES c `4 •'`°
y
�-. #4 BARS `' C .1" It. C `�
�, `� SO THAT PIPES ENTER THROUGH THE . CO cLR.(TYP} �, WAFFLE WALL ISOMETRIC VIEW .� � � KNocKouTtwA���� PANELS ONLi(R PIPES SAY ENTER THR��tGH r u- �
3: T _..._ � 4X4 W4XW4 � -J m ri • Q CORNER CUT DETAIL
c THE CORNERS OF SOLID MALL BOXES 'IF A MINIMUM! OF 6 OF
-- WWF (LAP #5 REBARS @ 12" yea SOLID WALL RC
D WALL IS PROVIDED ABOVE THE HOLE, � Lu
LJ
WWF 6" ON CENTERS (HORIZ. 4CA
�- `
.. TO REBARS} 1.$ VERT. } z Cl) * ALL ELEMENTS PRECAST TO MEET ASTM C913. �° B" ,.' OR It „
Cc 03
z > • • .•... • ,,.<: • r- (USE WITH � LL > > * FRAME AND GRATE HEIGHT MAY BE ADJUSTED WITH CONCRETE a
Z
,« vLu
T.v 4 X 4 &LARGER ® < m Z OR BRICK IN, ACCORDANCE WITH STANDARD 840.25. r f 94 REBARS
DRAINAGE STRUCTURES �' * PROVIDE PRECAST STRUCTURES OVER 4'-Of' IN DEPTH WITH 1`f CLR R' 6" CENTERS ffi U)
' G'° �L, 6,1 TYPICAL .Q,• Q �D EP H r • � � t� fn C�?
D - :a• ® y� STEPS AS DIRECTED RY THE ENGINEER.
ia
WAFFLE WALL 'LA V T EW : �- • ,t - 6" CENTRS :� � ® w �
SOLID WALL PLAN VIEW s CENTERS z .
m '' WELDED WIRE FABRIC MAY BE SiiBSTITUTED FOR KEBAB AS LONG .� �. CLR R•
Sr} AL► 611 61, 1 r D„ :�; ' ° ��' :Q ' a ;� 4 . 9: '4 • a CA D AS THE SAME AREA OF . STEEL IS PROVIDED. �- C) u 0
gyp .o-. _ Sri '� SEAL JOINTS WITH A 'FLEXIBLE BUTYL RUBBER C)
;Q `c� . 'Q a a a ;4I. z
BASE C{}NFORMIMG To 'FEDERAL SPECIFICATION. Ss-S-21A RECAST RISER FLAN PRECAST RISER DETAIL
�- 1" FAIL[. ;V. :v ' . :v :o. ;Qa k-� ?> ,
`.` 0 a MIDI. CLR. GLR. q '. •' a' ¢ '.o • �' �' ° -� °`� AASHTO M-198, TYPE B - BUTYL RUBBER. k
4X4 VY4XW4 °• v' : fl' v' ' ; v • v' ` ; o �._� n .e, C'3 �" �tco Lu
¢ • n •v, ,v c�
t,t o Q =: p p. z cn C7 LIMIT MAXIMUM STRUCTURE SIZE TO INSIDE CLEAR : ;• ""
Lu
4X4 W4XW4 WWF (CLAP t .Q.• a�:v • 'g , a"�, `^ n :¢'• a ' `: ' 'c . w DIMENSIONS , r, „ .�:. A , ��.� �•
WWF 6 - ON - Q` a �,. A. ,�; ': a �' '. - •' `'' OF 5 - 0 X 5 •O „ . �;,:¢: °®: Lu Lu
WWF (LAP WWF m is : ' :• * • ®`
„ TO REBARS) v H o' ..• v'':; F v ; P �r •; :•v n '; THE OUTSIDE PIPE DIAMETER PLUS 2 OR THE OPENING
• • 6 ONTO REBARS). It o°+ o » C':.. G' , .CL
'
x ° •' •° .Q. '� REQUIRED FOR FRAME AND GRATE IS THE MINIMUM STRUCTURE
a
-.
R IRED
�. 1f > „ #5 REBARS > a q • F'` 'ab •' ° SIZE "WHICHEVER IS GREATER. G„r,
#5 REBARS 12 ;v
12" CENTERS °p: ° p'°� * USE MANHOLE FRAME AND COVER AS INDICATED ON THE PLANS.
CENTERS (TYP. j 4 .Q: ,.p
TYPICAL y :p , REINFORCE OPENING AS SHOWN ON THIS SHEET.
SECTION VIEW SECTION VIEW
�
SHEET 1 OF 2 .. .' 1 t - SHEET 1 OF 2 SHEET 2 OF 2
SECTION 'C®' � SECTION D-D � SOLID WALL ISOMETRIC VIEW SHEET � o� 2
a R A• OPTI OVAL .: DT L 0
840.45
zCL
JOB NO:
J-24059.€3C W
DATE.
03-0i�2013
DRAWN:
KWL
DESIGNED:.
KWL
REVIEWED.
JHR
APPROVED: JHR
SCALE:
AS SHOWN

H
z
0 U)
NOTES: F-
D 6" * THIS PRECAST ENDWALL MAY BE USED FOR THE FOLLOWING jr 0
STANDARDS: 838.01, 838.11 , 838.21 , 838.27, 838.33, U- J �
838.39, 838.51, 838.57, 838.63 AND 838.69. O o u) =
* PRECAST E
1, 0„ FORTINLACCORDANCENW LSPECIFICATION SECTION 838. LU < < LL =
* USE 4000 PSI CONCRETE: F-- LLJ
* PROVIDE ALL REINFORCING STEEL WHICH MEETS ASTM A615 co !-- LL 0 ..!
..a. FOR GRADE 60 AND WELDED WIRE FABRIC CONFORMING} � �
m
1-4 n
< ---I
CD 0
> I_j o m n W1 FT.
�>
=-n>>m
,. �cn�0 1-Orr
""Vr-n
=:az
--{
`tea" INSTALL ALL STEPS PROTRUDING 4" FROM INSIDE FACE OF STRUCTURE WALL.
STEPS DIFFERING IN DIMENSIONS CONFIGURATION, OR ARATRIALS FRAM THOSE SHOWN MAY ALSO BE USED PROVIDED THE CONTRACTOR HAS FURNISHED�•-
F-A z THE ENGINEER WITH DETAILS OF THE PROPOSED STEPS ANDr{AS RECEIVED )'RrTTEN APPROVAL FROM THE ENGINEER FOR THE. USE. OF SUCH STEPS. < � 3:
® L:
rn�-I� f LL-jyz
z x$, !
r
0 _n 1 rr B-- = z uj
C�
r' (D3 -u-0_j
0�
> 0 TO ASTM A185 WITH 2" MIN. CLEARANCE. > p z .�
-C y��fifl H2 H2 * PLACE LIFT HOLES OR PINS IN ACCORDANCE WITH �°'
CD ° CSIRCP H1 OSHA STANDARD 1926.704. ° CJ [ ° - �8 n °uj
H1 I * PIPE TO BE GROUTED INTO HEADWALL AT JOB SITE BY. ® _
CONTRACTOR NOUN
* ALL ELEMENTS PRECAST TO MEET ASTM C913. i i 1
1'-0" * SIDE
WELDED WIRE FABRIC MAY BE SUBSTITUTED FOR REBAR � PLAN ELEVATION
ON
AS LONG, AS THE SAME AREA OF STEEL IS PROVIDED. PLAN
* CHAMFER ALL CORNERS 1" OR HAVE A RADIUS OF• 1" ELEVAIQN
r
rr �,, -8rr O.C. {TYP. - Ct.
8 O.C.(TYP.) REFER TO CHART
-n REFER TO CHART
FOR BAR SSZE FOR BAR SIZE u!': - r`
pro m NOTE: THE MINIMUM BAR SIZE SHALL BE #5 BARS
cn �.� TO INt;RTFASSEHTkiCONTRACTOR
S B ACSIEASLNEEDED. THt OPTION *`
® ;'
14rr �4
r- n �' "`' U 1' - 0" `� -----�
mz cn CAST RO
� CAST IRON
ENDWALL DIMENSION
FT.
MINIMUM
MIN./MAX.
MIN.IMAX.
MIN./MAX.
MIN./MAX.
MIN.[MAX.
PIPE DIA.
BAR SIZE
H1(FT.)
H2(FT.)
D.(FT.)
W1
W2
1.0
#5 @ 8"
1.25/2.00
2.00/3.75
1.25/1.75
3.00/3.76
5.50/6.00
1.25
#5 @ 8"
1.25/2.00
3.00/3.75
1.25/2.00
3.50/3.75
6.50/6.75
1.50
#5 @ 8"
1.25/2.00
3.00/4.25
1.50/2.50
3.5013.75
6.50/6.75
2.0
#5 9 8"
1.50/2.50
4.0014.75
1.75/2.50
4.00/4.25
7.50/8.25
.5
#5 La 9"
2.50/3.50
4.0016.00
2,00/3.00
4.50/5.50
10.00/11.50
3.0
#5 @ 8"
3.0013.50
5.00/6.00
2.7513.50
5.25/5.75
11.50/11.75
„3.5
#5 @ 6"
3.25/4.50
6.00/6.75
3.25/3.50
6.00/6.76
12.00/13.25
4.0
#5 @ 8"
3.50/4.50
6.5017.00
3.25/3.50
6.50/6.75
13.00/13.25
4.5
#5 @ 8"
4..00/5.00
6.50/8.50
3.25/4.00
7.00/9.25
13.60/15.75
5.0
#5 @ 8"
4.50/5.00
7.00/8.50
3.25/4.00
7.25/9.25
13.75/15.75
5.5
#5 @ 8"
4.50/5.00
7.50/8.50
3.25/4.00
7.2519.25
:14.00/15.75
6.0
#5 88"
4.50/5.00
7.50/8.50
3.25/4.00
7.75/9,25
14.75/16.75
3
UA �
ELEVA1iUN
_LEVATION
-
cn
r
cc
®
UJ cv
a
tv
r
#6 BAR OR
®
1 rr
8 rr
1 rr ?
98 BAR
V'D .
el
{n
N"
IF,rLu
co
_j
PLAN
j
d
POLYPROPYLENE
z
rr
SIDE
PLASTIC
SIDE
uw're
c
ELEVATION
PLAN
ELE�IA•ICN
ui
cc
COMPOSITE.
1j4 rr
i
t
REINFORCING STEEL
fI,
12
ELEVATION
6
NOTE:
rr
#3 DEFCRMED 12 W NOT USE IN
SHEET 1 OF 1 STEEL IOD SANITARY SEWER MANHOLES.
SHEET 1 OF 1 SHEET 1 OF 1 SHEET 1 OF 1
® � �, SECTION A -A ELEVATION840-66
z
PAVEMENT ®u3 s s
rr 911 911 3 rr rr tr SURFACE F^ 7 $" RanluS
rt Str 2r-Q+r i/8 RAD. /4 RAD. 2 RAD. PAVEMENT :: f$ RAD QQ
rr RADIUS
� RAD . mv-
%g" RAD . 1/4 rr RAD . Sl1Fi FACI 3 =. ZCD
r° _n f1� rt Q C3 GRASS MEDIAN 0R
3 RAD tr i G V- s--� r- ®� - L, KL
t_l �-ri —t CONCRETE ISLAND , „ • RAD a " ' _ [ Q © -6 C STD. 840.03 FRAME GRATE AND HOOD�-aF
¢ r 4 d A. ►! Q = rr C¢.`A Q _ x -n > g t r i�hAT_G r' RADIUS
d _ 6 . G , _ (o 1 cp .' ' 2 c3._ u{d?® q. �. �. - :'D• ,- 4 E-- t-� U) EXPANSION JOINT EXPANSION JOINT
(o
z-0C7`tt v v Ctl � •p. r, 6'-Z Z� �epQ- A,LL
P— cv 1 RAD . tt� ca __ z �—+ rrr ,m.1: RAD. "�� S 0 .CDC n� -�__ SE"INAA
_gL=4# 1 -
'-G" CURB AND GUTTER1 `�r--W' CURB AND GUTTER $rr• grr tl s
VAR.
r rr rr OR R rr rr rr OR
!r ° o ® L6 110010,Rrr r P, t r7rrr�`►ONCRETE C13RB CONCRETE..CURB :Aj
-V4-O PROPOSED r�-- . sraa us�-�e .� r° w1us
9" RADIUS
i%„ RADIUS---- ,
Z cc
VAR. bi'-6"LIJ
. rr r
Cii 7' rr r{ Q v v '7' 7 rr s� . -• • .� ra tD ,:,> .�. •ri' T " 10`-O' 3 -ilk 10`-0 SECTION
�. �, 4 a v a. P v !"3 Mfi,' 7ETIDN E
> . a.:`
. • . ..
,► � I� -
EXPRESS AY GUTTER � 8 z � - � � _ � � � _ � � _ � _ � z z
.MOULDER RER GIiT'TER S" X f" MEDIAN CURB VALLEY GUTTER ._
DEPRESSED GUTTER LINE 7 r
®cc
0 > EXPANSION JOINT EXPANSION JOINT
z SECTION 'VIEW OF CURDS OR CURBS AND GUTTERS cc
F SEE STANDARD NO. 840.01 OR 840.02 ��}���.
0 GENERAL NOTES: FILL " x 1" DEEP � = � i ELEVATION �=� � Z�s, < �
GROOVED OR SAWN �' !
o -PLACE CONTRACTION JOINTS AT 1O' INTERVALS EXCEPT THAT � s �
A 15' SPACING MAY BE USED WHEN A ''MACHINE IS USED OR WHEN JOINT WITH JOINT � � ��yg � p. �in
a
SATISFACTORY SUPPORT FOR THE FACE FORM CAN BE OBTAINED SEALER ! JOINT SEALER (n �° W > 'x RADIUS 3" RADIUS
WITHOUT THE USE OF TEMPLATES AT Or INTERVALS . 1 rr %8 RAD . GUTTER � > � r It".RADIUS ��0� �1-4
'� -JOINT SPACING MAY BE ALTERED IF REQUIRED BY THE ENGINEER. /g RAD. PAVEMENT SURFACE
No rn -n-CONTRACTION JOINTS MAY BE INSTALLED WITH 'THE USE OF '4 . � SURFACE � � �o �' � '�� �,pN � uJ
TEMPLATES OR FORMED BY OTHER APPROVED METHODS. .o•' :g. �' _ t� `n
CONSTRUCT NON -TEMPLATE FORMED JOINTS A MIN. OF 'i�2 DEEP. .Q: p :�: � .o; ° ° ? � . , 4� � � � ... w -j as 2'_s" �; � L�
-FILL ALL CONSTRUCTION JOINTS EXCEPT IN V IWI MEDIAN CURB C- d .0� ~� ° . p °°' A --i � ���
' 'PROPOSE© .P P D• ' �'�ti�' o
WITH JOINT FILLER AND SEALER. ! SECTION CC K.
CURB & GUTTER PROP
2'-011 21_011 EDGE OF C
PAVEMENT
'Z RAD , a
2 -a PLAN
p• . 4.1 Sr' 2'_-4" PAIN. %8r' RADIUS 1/1r,Orr 1'-O"' -ntt lc) 4
0
12 Q Q
• ia' 'd tr 44 r it
-SPACE EXPANSION JOINTS AT GO' INTERVALS AND ADJACENT TO PAVEMENT �►r �\JOINT FILLER
ALL RIGID OBJECTS. JOINT
/
LONGITUDINAL JOINTTRANSVERSE EXPANSION JOINT
IN CURB ARID GUTTER
SHEET OF 3 SHEET 1 OF 3 SHEET 1 OF 1
S T 1 SEC'FIt�N VIEW ®F JOIN H
{
846.01 52. 5
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NOTES.
� CONSTRUCT '
�-- o ""�'t,�tf) T STANDARD SIDEWALK � WIDE AND
mz
4" THICK UNLESS OTHERWISE DENOTED ON PLANS.
4
r
i
7
r�
0 0
CO O O PLACE A GROOVE JOINT 1 " DEEP WITH /S" RADII
IN THE CONCRETE SIDEWALK AT 5' INTERVALS. �
=Z� ONE 1 t� t rl ALLY
.� z f EXPANSION JOINT WILL RE REQUIRED A r 50 cx� ®'� ,� ®����������$�?��
INTERVALS. A k2" EXPANSION JOINT WILL BE REQUIRED .;1; ��®,q ,a ,®��
� n WHERE THE SIDEWALK JOINS ANY RIGID STRUCTURE. .-'°'" • �
SIE}EWALK e ® A ' e
SEE STD. DWG. 848.05 FOR WHEELCHAIR RAMP LOCATION
REQUIREMENTS AND CONSTRUCTION GUIDELINES. 50'-0" �, _;.. �, ��-•.c��
INTERVALS � o
AS
F G
r
fS RAD SURFACE OF
SIDEWALK r, EXPANSION JOINT 'r�s
m JOINT SEALER ' i ( i
.. !
<
'r '@+%'„�••.,•tr. �,', N•c,� r Oh.-P••f •i .Pa•s•'=si�••J '°;pi.' P •� �� P9.x y.cn
•P�,,,,•
og
I f ¢
cif Pt caul
A 2 JOINT WIDTH JOINT FILLER to
! i s
-4 m SIDEWALK I €
T = SIDEWALK THICKNESS i
>❑ 7t" EXPANSION JOINT ® 3
(SEE STD. 846.01)
TRANSVERSE EXPANSION JOINT
❑ PLAN IN SIDEWALK _ - _ VIEW
I l
< LLI
it EXPANSION JOINT cnccE
P FILL " WIDE X 1" DEEP GROOVED OR
SAWN JOINT WITH JOINT �
BUILDING SEALING COMPOUND ,...� � I I
I , Ira
FALL, ETC, %$" RAD %g" RADuj
PROPOSED • ' - ' .' � I ,
CONCRETE PROP. C&G
SIDEWALK CONC. PAVEMENT
SHEET 1 OF 1 DETAILS SHOWING JOINTS IN CONCRETE SIDEWALK SHEET 1 OF 1
848.01
i 1
f
® I ' '
E �
f
piny .75Sam
^^
yr/ yy +® Y v. v
-i SIQEWALK (5' STD, } tt� ❑ -� NOTES:,
° CD 0�ti{Qj�lco a"R s • A s Q C ;1 . CONSTRUCT THE RAMP SURFACE TQ BE STABLE FIRFrf, AND SLIP RESISTANT. CONSTRUCT THE CURB RAP TYPE AS SHOWNN IN THE PAVE�EPIT MARKING � � � � cYj E i
pR•O��G iw3'� UTILITY STiIIP Q Fri Z PLANS <CF( AS DIRECTED BY THE ENGINEER. ' � . C t� U
_Tl 4 Sg� g a` x 4' DRDP cu B 2 QeTEcrA6Le Q,O2 jal
__ , a Z Z C3 y � Q Z v
C11 ( LANDING (SM. 2 B CURB IhG� 0.04 NOR. 0,02 (NORAi.} l-� C3 �- r1 Ci9 c
P� �, a COTTER SHOWN D.D4 NORM.) W .=j " Ci --1 2. LOCATE CURS RAMPS AND 'PLACE PEDESTRIAN CROSSWALK MARKINGS AS SHOWN IN THE PAVEMENT MARKING PLANS. WHEN FIELD ADJUSTMENTS REQUIRE L. � P� to
D o Z c Q) o
m
-� - e-+ J►� > MOVING CURB RAMPS OR MARKINGS AS SHOWN, CONTACT THE. SIGNING AND DELINEATION UNIT, CFI LOCATEAS DIRECTED BY THE ENGINEER. c g
Lu Q U.uj
> - U "�.� z S `n > > m 3. COORDINATE THE CURB RAMP AND THE PEDESTRIAN 'CROSSWALK MARKINGS S0 `A`4`�€�'' CLEAR. BRACE AT,, THE BASE OF THE CURB RAMP WILL FALL ` _ t T3
U? �i 1� --_ 12.1 wux. RAPAP Q tC « W = o t a > C7 c'
•� -►� X f- Z ~ z - Cta WITHIN THE PEDESTRIAN ',CROSSWALKS LINES. q v
Z ®f _ Z C? Z SET BACK DISTANCE FROM I MARKING TO NEAREST EDGE OF TRAVEL LANE,_ IS 4' MINIM M. 9P� a� 43
a� f. SECTION B B � _ n P� . � � � o INSIDE 'GFiOSSWALK O � � � u �
t!� , Pr-i 5. REFER TO THE PAVEMENT MARKING PLANS FOR STOP BAR LOCATIONS AT SIG��fr4LIZED INTERSECTIONS. IF A PAVE K $ ` MENT.MAR ING PLAN IS NOT
SIDEWALK 5 N; 4 Ci €"I � J
ToB Ll SIGNAL DESIGN SECTION FOR THE STOP BAR LOCATIONS OR LOoATE AS DIRECTED BY THE ENGINEER. u 0 i 0 Q 2
CURBS ��
TRANSITION DROP TRANSITION Ci 9
t LEA . ON cuRB OURS n W PROVIDED CONTACT THE
6. TERMINATE PARKING A MINIMUMOF 20' BACK OF A PEDESTRIAN CROSSWALK. Lo `-
(P E
TO EXCEED 14:1 VARIABLE SLOPES10.1NOT
TO 7. CONSTRUCT CURB RAMPS A MINIMUM( OF '4' WIDE:
, ; :.
SECTION A-11
8. CONSTRUCT THE RUNNING SLOPE OF THE RAMP 6.33% MAXIMUM. INX °
ISOMETRIC. VIEW um
-
9. ALLOWABLE CROSS SLOPE ON SIDEWALKS AND CURB RAMPS WILL BE. 2% MAXIMUM,
SIDEWALK m PAY LIMITS FOR CURS RAMP EXPANSION JOINT 0 �
(SEE STD. 846.41) _ L-
10. CONSTRUCT THE SIDE FLARE SLOPE A MAXIMUM OF 10% MEASURED ALONG THE CURB LINE. 0
NOTE: A PORTION OF ONE OR BOTH RAMPS EL!
MAY EXTEND OUTSIDE THE RETURN.
CD NOTES: 11. CONSTRUCT THE COUNTER SLOPE OF THE CUTTER OR STREET AT THE BASE OF THE CURB RAMP A MAXIMUM OF 5% AND MAINTAIN A
Z 1. DETECTABLE WARNING DOMES WILL COVER 2'-0" LENGTH AND FULL WIDTH OF THE �P t-mt � � SMOOTH TRANSITION • �
RAMP FLOOR AS SHCMfN ON THE DETAILS. � } k ��� 4' 'L �
m (fj 2= DETECTABLE WARNING I10ME5 WILL CONTRAST VISIBILITY WITH ADJOINING SURFACE, EITHER. LIGHT -ON -DARK, � �' � �t,,��� � ' N ��: EXPANSION JOINT � �
❑ OR DARK -ON -LIGHT SEQUENCE COVERING THE ENTIRE FA51P, "' s: F (SEE STD, 848.01) B 12. CONSTRUCT LANDINGS FOR SIDEWALK � MINIMUM OF 4'x4' WITH A MAXIMUM SLOPE OF 2% IN ANY DIRECTION. CaNSI'RUOT LANt?INCS FOR �- SEE NOTE i. v
z 4'4'z > MEDIAN ISLANDS A MINIMUM OF 5'x5r WITH A MAXIMUM SLOPE OF 2gs IN ANY DIRECTION.
Z CL
❑ RAMP WIDTH AREA IS VARIABLE " w t
w Q z .
Z �'" O ® 13. TO USE A MEDIAN ISLAND,AS A PEDESTRIAN REFUGE AREA MEDIAN ISLANDS WILL BE A MINIMUM OF a' WIDE. CONSTRUCT MEDIAN ISLANDS � � 0
EXPANSION JOINT [ co �' Lu
(SEE STD. s4s of "'� TO PROVIDE PASSAGE OVER OR i HROUGHT THE ISLAND Z U)
c��0000
z
DIAMETER
`R
Tom` R
Q
f.
T DIAt£ETER QF NO ESS
b
THAN 50", TO NO id4RE!
©
Q .
@"
a
THAN 65% OF THE SASE r
DIAMETER
0
©
o
o@
o
0
W
A
W+A+9"
X
B
51
0.0'
5.8'
5.8'
5. Of*
6'
0.0'
6.8'
6.6'
6.0'**
7'
0.0'
7.8'
7.3'
6.5'**
8'
0.0'
8.8'
7.3'
6.51•*
5'
2. 0'
7.8'
7,8'
5.0`
5'
2.5'
8.3'
8.1'
4.8'
5'
3.0'
68'
B.3'
4.4'
5'
3.5'
9 3'
B.4'
4.1'
5`
4.0'
9:8,
8.61
3.8'
5' 14.5,
10.3'
S.7'
3.4'
5' 1
5.0'
10. 8'_I
8.91
3.1'
d M ww ® o
SIDEWALK
14. SMALL CHANNELIZATION ISLANDS THAT CAN NOT PROVIDE A 51
X5r J THROUGH LEVEL WITH
LANDING AT THE TOP OF A' RAMPS WILL BE CUTR z z
THE SURFACE STREET, -�]
❑
i CD � �
4'
X 4' CLEAR SPACE 15. CURB RAMPS WITH RETURNED CURBS MAY BE USED ONLY WHERE PEDESTRIANS WOULD NOT NORMALLY W A
Z WALK CROSS THE RAMP. THE ADJACENT SURFACE
OBSTRUCTED. � T FALL WITHIN tt3 � z IS PLANTING OR OTHER NON -WALKING SURFACE OR THF, -SIDE APPROACH IS SUBSTANTIALLY O Z �
CROSSWALK LIMITS,}, '," � J
(SEE NOTE 0) r'# ..., F-•1 �
-n Ufa. PLACE A" EXPANSION JOINT WHERE THE CONCRETE CURS RAMP JOINS THE CURS AS SHOWN; IN ROADWAY TANDARD'DRA
2' PAIN. CURB 43r � S WING 84$.©1 C9
BETWEEN RAMPS W
!�. 17. PLACE ALL PEDESTRIAN PUSH BUTTON ACTUATORS AND CROSSING SIGNALS AS SHOWN IN THE FLANS OR AS SHOWN IN THE'MUTCD. U'(

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.­ LOCAL ROAD DESIGN STANDARDS PER MATRIX TABLE �, D.R. HORTON THOMAS &HUTTON : Engineering I Surveying I Planning I GIS I Consulting
.. .
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CURVE
RAID I US .
LENGTH
CHORD
CHID BEARING-JU-7*1-TA
—
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-
77. 87'
76, 98'
IN 46*18'09' E
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_55 - 02'36 "
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C2
,301.50'
1,38.29'
137.08'
___
N 48'11'04' E
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I
21;'l 6'46"
.
C3
56.88'
55.7'9'
E
1� t '55'0,3"
C4
1001.50'
76.58'
—
76.56'
N 43-46'18" E
' 4 � ,��'5� "
C5
-
i 301.50'
-
1 121.69'
1 120.87' .
IN 30*01�'06'�E_
� 2,�,,'017'32", �
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C6
79.98'
I
1 90.61'
1 85.84'
1 N 114-00'11" W
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1­77. 22'
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1 155.55'
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(CROWN WITH VALLEY GUTTER) - .. '.... - . -
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I TRACT I I TRACT 2
PROPERTY INFORMATION:
PID
R04400-004-006-000
R04400-004-006-002
001
ETAX 1. : I
I
R04400-004-006-000
i
I R04400-004-006-002
R04400-oo4-004-001
.
MAPID . �,
316806.28.9756.000 J
1 316806.28.6568.000
316806.49.7702.000
E 1qIN,G , 11, �,
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11 R-20
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I ­� Sea �9 ate ( B ). I . � - �� ''
-
�� Woodington ( B/D )
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11 - _. Wo I a � d � i n I 9ton � ( B/b ) ". ""'
I I Craven (,C )
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I Kenansville ( A )
-,
-Wrr4htsboro ( C )
I I 11,
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Craven( C )
L�nchburg ( C ) �
11
I I
.
. .... -
-
.­ . Panfego ( B/D )
GROSS AREA (ACRES)
1 9.65 ..
. 20.98
MAXIMUM DENSITY
PER ACRE :
2.5
1.9
MAXIMUM LOTS .
: 11 I I
.
PERMITTED I I
�
11 � . I .
I
I .. 24 .
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. . ..
-
40
-
PROPOSED LOTS '
I
1 19
23
NET DENSITY �
1
� 1 2.14 . �
�
1.14
AREA WITHIN 1010-YR
FLOODPLAIN ( CRES)
I 2.53
13.99
. �
. �
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OPEN SPACE CALCULATIONS (ACRES):
TOTAL REQUIRED
(LOTS *0.03)
0.57
0.69
�
ACTIVE (50%)
0.63
PASSIVE (50%)
1 0.63
TOTAL PROVIDED
. 2.20
1 8.66
ACTIVE
1 1.71
PASSIVE
1 9.15
1 1
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AREA CALCULATIONS (ACRES): -
-
LOT AREA
4.41
6.38
R/W AREA I .
2.10
2.61 .
POND AREA
I 1 0.76
� 0.80
WETLAND AREA
0.17
- 2.53
OPEN SPACE
PROVIDED
2.20
8.66
GROSS TRACT
1 9.65
. 20.98
.
NET TRACT ACREAGE
(GROSS - PONDS)
8.88
I
20.18
1. . Ivi I F% L�FAk_n, Ok, C Z-) i 1 Z7
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ZONING: - . R_; .15 BL R-20 [phone]
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. . . . . ENGINEER:
.. . . . . . -
. . �
I THOMAS BHUTTON
I . I . 215 SOUTH KERR AVENUE
WILMINGTON, NC 28403
. � [phone]
VVILIViIINU I UIN, 1'4�, C 0 -t 1,J,-)
[phone]
UTILITY: .
CAPE FEAR PUBLIC UTILITIES AUTHORITY
235 GOVERNMENT CENTER DR.
WILMINGTON, NC 28403
(910) 332-65 50
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2 I 5 Soulh r\err Avenue * unIT t5
Wilmington, NC28403 - 910.332,3360
www.thomasandhutton.com
Savannah, GA I Brunswick, GA I Charleston, SC I Myrtle Beach, SC
JOB NO: J- 24039.0001 - DATE: December 11, 2012 __
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I I I
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I I I 1 I I : I - -- /` r� s JURISDICT 0 \ - I I
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(/`91N, - . 111 II I 1 4- 1 '. s a v- c (i O„ Ii I S r_ - yi, ' 4'-^
Point #
Species
Size
Removal
8918
POP
8"
8923
BLACK GUM
151,
8925
PINE
16"
6937
MAPLE
ill,
8938
WHITE OAK
81.,811
8941
WHITE OAK
11.1
8942
PINE
21"
8944
HOLLY I
4"
8945
PINE
15"
8946
HOLLY
4"
8947
WHITE OAK
9"
8948
PINE
14"
8949
PINE
15"
8952
PINE
16"
8953
HOLLY
i 4"
3955
IPINE
1 14"
6956
PINE
1 12"
6959
HOLLY
4'
8960
PINE
13"
8961
PINE
12"
8962
PINE
12"
8964
PINE
15.1
8966
PINE
15"
8967
MAPLE
8"
8974
HOLLY
4"
8975
HOLLY
5"
8976
HOLLY
4"
8977
HOLLY
6"
8979
HOLLY
6"
8983
PINE
16"
8984
PINE
14"
8985
MAPLE
8"
6995
PINE
15"
8999
WATER OAK
8"
9000
MAPLE
8"
9002
PINE
18"
9003
PINE
16"
9004
WATER OAK
8"
9005
WHITE OAK
8"
9006
WHITE OAK
8"
9007
IWATEROAK
8"
9008
WATER OAK
8"
9009
HOLLY
5"
9010
HOLLY
3"
9011
WHITE OAK
8"
9012
TURKEY OAK
8"
9024
HOLLY
4"
9036
HOLLY
5"
9072
PINE
12"
9073
HOLLY
4"
9074
WHITE OAK
8"
9075
WHITE OAK
11"
9076
HOLLY
4"
9077
HOLLY
5"
9076
HOLLY
4"
-
9079
WHITE OAK
8",8"
9080
HOLLY
6"
9081
PINE
12".
9083
WATER OAK
8"
9084
WHITE OAK
91,
9085
WHITE OAK
8",8"
9086
WHITE OAK
9"
9091
WHITE OAK
8",8"
9092
HOLLY
6.1
9093
WHITE OAK
8",8"
9094
WHITE OAK
8",8"
9097
WHITE OAK
i 8"
9098
WHITE OAK
1 8"
9099
WHITE OAK
11.1
9103
WHITE OAK
11.1
9104
HOLLY
5"
9105
WHITE OAK
9"
9108
PINE
22"
9109
WHITE OAK
8"
9110
PINE
19"
9111
PINE
18"
9112
PINE
22"
9113
WHITE OAK
8"
9114
DOGWOOD
4"
9115
PINE
22"
9116
WHITE OAK
8"
9117
GUM
1011,10"
Y
9118
CHERRY
7"
Y
9119
WI LIVE OAK
14"
Y
9120.
GUM
13"
Y
9121
TURKEY OAK
18.1
Y
9122
BLACK GUM
8"
Y
9123
WATER OAK
8"
Y
9125
GUM
18"
Y
9127
HICKORY
15"
Y
9128
HICKORY
6",8"
Y
9137
GUM
18"
9138
GUM
14"
9139
GUM
12.1
9140
WATER OAK
151,
9141
PINE
13"
9142
PINE
16"
9143
GUM
12"
9145
GUM 181,
Y
9146
GUM
18"
Y
9147
GUM
14"
Y
9148
GUM
12"
Y
9149
GUM
12"
Y
9150
GUM
8"
Y
9151
GUM
8"
Y
9154
WHITE OAK
12"
9155
HOLLY
5"
9156
HOLLY.. :
1
9157
HOLLY
4"
9158
PINE
15"
9159
WHITE OAK
101,
9164
GUM
8"
Y
9165
GUM
12"
Y
9167
GUM
Sill
Y
9166
PINE
18"
Y
9169
GUM
12"
Y
9176
GUPA
1 13
'f
91TI
IGUM
1 15"
1 Y
9172
GUM
15"
Y -
9173 ".
GUM
18"11
Y
9174
GUM
18"
Y
9176
GUM
13":
Y
9177
GUM
15"
Y
9178
GUM
17"
Y
9179
GUM
15"
Y
9181
GUM
9"
Y
9182
GUM
9"
1 Y
9183
GUM
12"
Y
9164
PINE
18"
Y
9185
GUM
101,
Y
9186
1 GUM
9"
Y
9187
IGUM
10"
Y
918E
GUM
10.1
Y
9189
GUM
8"
Y '
9191
GUM
91,
Y
9192
GUM
10"
Y
9193
GUM
101
Y
9194
MAPLE
8",8"
..Y
9195
GUM
10"
Y
9200
GUM
15"
9201
GUM
12"
9202
GUM
17"
Y
9221
GUM
8"
9222
GUM
101,
9223
GUM
10"
9224
GUM
101.,10"
9225
GUM
101,
9226
GUM
ill,
9227
GUM
8" 8"
9228
MAGNOLIA
81.
9230
GUM
8"
9232
GUM
is"
9233
GUM
12"
9234
GUM
12"
9235
GUM
10.1
9236
LAUREL OAK
10.1
9237
GUM
11"
9238
GUM
9"
9239
GUM
13"
9240
GUM
101,
9241
GUM
1 12"
Y
9247
PINE
14"
9248
PINE
16"
__
9249
GUM
8"
9250
PINE
15"
9251
PINE
191,
9252
PINE
15"
9253
PINE
13"
.
9254
PINE
15"
9255
POP
18"
9256
GUM
19"
9258
WHITE OAK
16"
9260
HOLLY
6"
9261
GUM
16"
9353
PEACH
61.
9358
PINE
101,
9359
PINE
14"
9360
WHITE OAK
10.1
9361
WATER OAK
10.,
9362
WHITEOAK
8,14"
9374
GUM
18"
9361
GUM
14"
9384
GUM
12"
9685
GUM
12"
9386
GUM
10",12"
9397
GUM
8"
9398
GUM
10"
9399
GUM
12"
9400
GUM
8"
9401
GUM
12"
9402
LIVE OAK
81.
9403
GUM
14"
9404
GUM
12"
9410
GUM
20"
9411
GUM
10",18"
9415
BLACK GUM
16"
9416
GUM
8",12"
9423
GUM
13"
9427
CHERRY
5",8"
9428
MAGNOLIA
8"
9429
PINE
14"
9430
PINE
19"
Y
9431
PINE
16"
Y
9432
PINE
15"
Y
9433
PINE
191,
Y
9434
PINE
16"
Y
9435
PINE
15"
Y
9436
PINE
18"
Y
9437
CHERRYF
lull
Y.
9438
PINE
18"
Y
9439
PINE
9440
GUM
1 8"
1 Y
9441
GUM
8"
1 Y
9-142
GUM
8"
9443
GUM
1 14"
9444
9445
PINE
PINE
1 22"
1 22"
3446 1PIll
I 18"
9447
PINE
I 22"
9468 :.
GUM
I 8"
9469
GUM
12°
9470
GUM -'
I 8"
Y
9471
GUM I
IYO"
Y
9472
GUM
1 12"
Y
9473
GUM
1 8"
Y
9474
GUM
1 12"
Y.
9475
GUM
8"
Y
9476
MAPLE
F 15"
Y
9477
GUM
1 12"
1 Y
9478
GUM
I 10"
I Y
9479
GUM
8"
1 Y
9480.
PINE
12"
Y -
9461
GUM
101,
Y
9482
GUM
101,
Y
9463
GUM
8"
Y
9484
GUM
loll
Y
9485
MAPLE
10"
-
YY�
9486
MAPLE
121.
Y
9467
MAPLE
10" -
Y
9488
MAPLE
8"
Y
9489
MAPLE
8"
Y
9495
GUM
12"
Y
9496
GUM
1 15"
Y
9497
MAPLE1
15"
Y
9498
IGUM
1 14"
9499
GUM 1
8"
Y
9500
GUM
101,
Y
9501
GUM
8"
Y
9502
GUM
8"
1 Y
9509
MAPLE
1 16"
9510
MAPLE
1 12"
Y
9511
MAPLE
10"
Y
9512
GUM
12"
Y
9513
GUM
13"
Y
9514
GUM
loll
Y
9515
GUM
8"
Y
9516
GUM
8"
Y
9519
GUM
10"
9520
GUM
10"
9524
GUM
12"
Y
9525
GUM
1G"
9526
GUM
10"
Y
9529
GUM
:8"
Y
9532
GUM
12"
9533
GUM
12"
9.534
GUM
16"
9535
IRONWOOD
10"
9536
GUM
12"
9537
GUM
10",12"
9538
GUM
12"
9539
GUM
14"
9540
GUM
12"
9542. :
GUM
i2"
9543
GUM
10"
9544
POP
10"
9545
GUM
loll
9546
GUM
10"
9551
PINE
29"
9552 .
CEDAR
12"
9553
CEDAR
12"
9560
LIVE OAK
12",13"
9562
GUM
18"
9563
BLACK GUM
24"
9576
PINE
12"
9620
GUM j-11"
Y
9621
GUM
20"
Y
9623
MAGNOLIA
8"
Y
9624
GUM
ill.
Y
9625
GUM
10"
Y
9626
GUM
101.-
Y
9628
GUM
8"
Y
9629
GUM I
8"
Y
96-60
GUM
811
Y
9631
GUM
$"
Y
9633
GUM
8"
Y
9634
GUM
12"
Y
9635
GUM
8"
Y
9636
GUM
8"
Y
9638
MAPLE
10'.
Y
9639
GUM
15"
Y
9640
GUM
9"
Y
9641
GUM
12"
Y
9642
IGUM
I 8"
Y
9644
GUfvt
8"
Y
9645
GUM
8"
Y
9646
GUM
8'.
9647
GUM
8"
Y
9G49
GUM
12"
Y
9651
PINE
17"
9652
PINE
12"
GUM
9"
Y
-
9654
GUM
12"
96.56
CHERRY
12"
9659
PINE
15"
9660
GUM
10"
9661
PINE
20"
9662
GU1A
loll
3668
MAPLE
::i12'
Y
9563
GUlA`,
,., 8"
-- Y
.
9670
MArNOLIA
12"
Y
- 9671
MA NOLIA G
8"
Y
9672
GUM
1 8'
Y
- '� �1 .1 1� � - It, 1��, - ','- �- I'll "o - I - ;s;, I I * 116. ,�,-`ll ,' 1
f
6. n5 I y s r s>I � v "o / " I I
v,� "`Y F 6` "� %>> .,•19 @ G@ yr/ I - I
., I 7 I o
- -- - ---- - -- -- 11 ' -- -- *,, MI I
. 3
r
r ,,
N
'�:
.� E I yam? I o I .
OT R4 A ,. I 1, 7w ,'v . I N ,9:. ', _I._ v I 6 I
- -- - .. -J
o L•,`; I I------------ I -- -- - r I t0
3K. co, Pam. 11 -5 . I .c,-._�:. -- -- -- M I i
p
r
i B i -'`�. I ,9-: Yy a - I 0 y. `60 1 I i o
:. __ I (> ! I 6 ..vim 1 '., I o
.
:. 9@ 0 I N . 1 - :.'.. .....
-.I , ':3 '
1 9
2
.9
i c .. n
1 s
- I r G I i
L:.. 1 '---- --- I y :-.
- -- - _ ^fir- ,.------- --=y - _ _
O, ; I I ' c7 9G � I �`�� I
' .
a T S
rD - v y a o �
ti I t
_.: .. - .. r .. . _ I-:1..: - . �� .. _ � (2EDJ� 1�
ff . i � I i
.. C
@: 1 l C
I
. e 9 ., nsrn
. y _�: w
_ i 7
n I s , � I
I
_ RO-, " ,.._,r 400 0U4 C _ 4 COU
0 3 M Y
I'll 9 @
0
7
::r ,,},;� ^ , o I 9 r ,-
967�M loll Y _ I i i.- b,,C :.:. �� ''.r.�:} ��� @. :,p. @F O
.. I I - y'.9- - - � - :>f, illy'v 1--}- - ,Fi _ �`Y„oF., - - - I -,9 I
a ry { ?
9676 GUM 8" Y -----........... ..------- "----- .,� o', ( I '.�,
9677 GUM 8" Y " r .. I > °' . o I @ 9 ��^
L ,I i9
I, ff1[ " m 9 F' i 9
9673 GUM l0., Y _ :v .I 31- I'll 5 I .9 *It, I I @ I
9673 GUM 8' Y I I .
J 2 f I T. I 'i I, E_ 2 Fly 11 '; 2p0 I
9680 GUM 12" Y r v N. "K, 1 �� /> i s 7 y, ., �,> I
- - -- .
9681 GUM 91, - - � 11 I''G.45 I YIS' r', I -- -- -- i I -- ---0� .�'- �� ,�- Q, --i I I
9682 GUM 9 -Y
9683 GUM 8" Y -- 3 I v. ! I I 0@9 -6'� 1� '3''q1' Q I I
1 3, I I I I I I. ,}0zpl I
9684 GUM 11" Y
3635 GUM 20„ Y - i V i,,i 1. I I I; 1 I I I.
9686 PINE 22" Y -�J F � "�'. I( I J I I,
9687 GUM 12" Y ,; I. A O \ I I - ------ I I
,, N I I
9638 GUM 12" Y ..---- n r 00 \ \ I I -
- _ _
1
9690 GUM 10" Y - .. -_ . _ ..
14- ", I \
9631 GUM 8" Y orC 1_.:>U. 4:i \
9692 GUM ZO" Y {. \ - - - - - - - `- - - 1 I .
9693 GUh1 15" Y �_� - _ - - - i
3G94 GUh1 15" Y - • II +
9695 GUM 10" Y __�_ -� _ -- .\ _ _ ._�� i
3696 GUM 22" Y �-_ I •_'. r- "�� 1 I I i �rf,
9637 GUh1 16" Y ��'I-�--� I I " v�IYYY
- �`_� '
19399 GUM loll Y , , , _ `w. : I
3700 GUM 15" Y :\ ..... __. .. (I II' I
3701 GUM 13" Y \ 11 ..:+' /,� !
9702 GUM Sill Y t ..0 ! I I „y is<,, C/r !
9703 GUh1 12" Y - _yf>`; k , ..... •^ �I - �J I
9704 GUM 11',12" Y \ I y r �p �. '' �11 v I I u
i 9105 MAPLE 11" Y _. \ r� ' _: - "`i �\. ---_� Sy r v .I I '
G
3706 GUIs 10" Y - - '.\ r I = �� J/ //.G. ,I; .. v w V< �- I i
3707 GUht 10",12" Y - i �19 I ' ;, / / 5 JURISDICTIONAL�.'� `" ,r I .I I j -
s ' �/ v
9709 GUM 12" Y BRO; K j o ,:'°+., -� .a /_r-- �.-� ! i.
3710 TGUht 12" Y 5K 2-6, IG. 45 \ � ,r v'> `'/ ;., % - WETLAND AND W A I �. � ! i I I ( ' '
3711 GOM 9" Y - ,,•`'\ I r? '.-0 �.,; - � , v (1.366 AC_) I .y v `. I j
�� I
10045
LIVE OAK
6",8"
10049
LIVE OAK
6"
10050
LIVE OAK
6,
10060
PECAN
9"
10061
PECAN
8'
10068
BAY
12",12'
10060
PINE
28"
10095
CEDAR
10"
0096
CEDAR
12"
10097
CEDAR
101,
10124
CEDAR
12"
10125
CEDAR
15"
0123
PINE
24"
.
10131
PECAN
12'
I0I59
UVE OAK
25"
-
10186
MAGNOLIA
ill'
1.
I --A-
LIVE OAK "-
" 3',4" -
-
10188
LIVE OAK
24"
10189
LIVE OAK
27"
10196
LIVE OAK
13"
3712
3713
371�GUh1
9715
9716
9721
9728
38,33
3312
3313
3914
3915
3327
9928
3334
993c,
3346
9947
3951
9953
9959
9960
9361
3962
9963
3964
3965
3971
3976
3377
3373
I-3973
9980
3961
---
99B3
9984
9991
3992
3993
3996
MAPLE
3
Y
- u .y •r
.. ;, 1-
- .. 'rs -
tI `:Y' I y 1 ! � ,
"0. /�% 1 I I
\ I -�. I 1 V. / ,. -•r `} t•
- -. - `\ .,11 �\ 11I '
\ . 1 \ 4
- I/�Jl., v % , J, ;I"�
- -
: .3' 45 �' I� _I ..;, y .� �. `= v/ 1j` t
_ C['') J � . �, I \ `,I ,l• >, �. --_�� 31� 1
i 1t, a
- I:, K. 1 -, > c j ' n S '-�.r'1 H E i.1
-
,,� -
_ / - - I I
j I I
3
II
�1
i C) I
o - - ��
aLl
n' „Oa. _ .. - - - -
r!l7f1t - T ('I ' AG,E Z "-- -� �-- - - - - - - - -
�F n �! ., / -- - -- - - - -
r, , I c � I -
S4�_ w _ _ , `
`- � -
-�
_j
/ /; , 16' 1 - 571.5_7 �' i ��i
I-
T
, El J I ? i I
I i,:il
... I _'
JI i _A'= _•OT o9
- Er: 4G, RG _i': I
- Iy S r .. �., S -1_ _ 0T. 08 -
SECT ON 68� f'-P-1AR=S7 YI_LAGE LOT 5T ;
- - BK. /3, '3 236 SECTION o9 !?E?i �_ST VILLAGE ;:
BK a•• PG. 177 J- CTION oD
I i 3,C. 51. PG. 177 `
1 ':
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GRAPHIC SCALE
GUM
13"
Y
21"
GUM
13"
Y
WHITE OAK
10",12"
1'JHTEOAK
8"
MAPLE
10",13"
BIACKGUM
18"
3LACKOAK
131.
1 i
DOG`N000
LIVE OAK
18".
00MOOD
5"
nICKORY
12"
POP
8"
MEMOSA
Sill
W E-ERRY
8'
PINE
23"
MA LE
13"
'lilROAK
\4ATEROAK
-1�3,"
8° I
��
I
MAPLE
loll
W4TEROAK
10"
V}TER OAK
8
WATER OAK
11"
WATER OAK
1,,1
WATER OAK
24"
M%?LE
12"
Y
Glkd
15"
MAPLE
13",13
MAPL=
311 2"
M/?LE
6",10"
Y
BLICKGUM
11"
Y
BUCK GUM
21"
Y
BLICK GUM
13:,
EiLI-KGUM
9"
BLICKGUM
22"
GLtr1
24"
WATER OAK
19"
-
24"
WLIHfE
i-WLIVEOAK
8"
BLICK GUM
24"
I'm I
18"
,M
18"
ATER OAK 1
10"
JE OAK
8"
f OAK
6"
( IN FEE
1 inch = 100 ft.,
. .
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Retention
lf..uf
for
PREMR-ED - FOR:
D.R. Horton
PREPARED
<1{,
IIIIIIIIIIIIIIIIIIIIIIIIIIIII
Engineering I Surveying I Planning I GIS I Consulting
215 South Kerr Avenue ® Unit B
Wilmington, NC 28403 910.332.3360
www.thomosandhutton.com
Savannah, GA I Brunswick, GA I Charleston, SC I Myrtle Beach, SC
JOB NO: J- 24039.0001
DRAWN_ KWL _
REVIEWED: JHR�
\TE: November 12, 2012
_- - _ ----- ALE: 1
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SECTION I rreQ \ (60 PUBLIC R/W)L_
om,"c m� M.B.10 PGWELL SITE LOT 17 LOT i8 1 j J !QUEENS POINT QUEENS POINT LOT 30 ZONE : R-15 "�"712 M.B.11 PG 20
i SECTION 2A QUEENS POINT
r ZONE : R-QUEENS POINT I LOT 19 LOT 20 /' / LOT 21 LOT 22 LOT 23 LOT 24 SECTION 2A \ s oar ,�
tbs� QUEENS POINT QUEENS P0111T , , LOT 25 LOT 26 M.B.11 PG.20 M.B.11 PG.20 2ASECTION 1 JEENS POINT QUEENS POINT ;QUEENS POINT QUEENS POINT QUEENS POINT LOT 27.' I SECTION 1 SECTION 1 F QUEENS POINT QUEENS POINT QUEENS POINT ZONE : R-15 ZONE : R-15 \MSECT1ON
.6.11 PG.20 ,,,�,
r; M.B,10 PG.6 I I ,SECTION 1 5 CTiON I SECTION 2A SECTION 2A SECTION 2A SECTION 2A SECTION 2A QUEENS POINT o ue,s �n
M.B.10 PG.6 I M.8,1( PG.6 � SECTION 2A ZONE : R-15 'NOW OR FORMERLY
"�" ZONE : R-15 I i LB_10 PG
M.B.10 PG.6! M.B.11 PG.20 M.6.11 PG.20 M.B.11 PG.20 SECTION 2A � \
P �" i0T1°+ t+ fzTn uc 1 ZONE : R-15 I ZONE R-15 M.B.11 PG.20 M.B.11 PG.20 M.B.11 PG.20 tar-t112 I WILLIAM E. LEWIS
° ,ONE_: R-15 ZONE : R-15 i ZONE_ _R-15' _lONE__R_15_T ZONE : R-15 M.B.11 PG.20, torwnA �++-'
" arm 1 ov �s„�r�------- ----- ---- :' --ZONE-:-R-15__ ZONE --- - -ZONE--: R--15 ZONE : R-15 j D,B.3146 PG.269
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l raw mac 16TA10 L - - --- - ---------- ZONE R -15 - t sr�wt Tor-,ozo18 `"`e ` A ' SWALE B ; ONE R 15 --- -- - --
- ------ anfET rRm c 10,1 „zaee 4LfT iCENTERm Z - INV=5.80
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crass - . f. ... _ _. .. _ . , . _ .. . _ . . - ::. - . : ... , , . RAl GE ,Wars w - �.,r
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.� � .. •`� ta4o t7.72 ._: , :, lZt4 . _-`e,>a.. eoa-en t2Jex L ,e' - -- - - - - - -
' _ ..� GG W�GE� FASUiD(F QQ . _.... 15.60 _ .: ..... ,:' � ' .. .., ..,.. :.... -: 42•,933, l:. � .' . -.'.
B. a ,568 PROPOSED 30'
1 �' C t aps . ✓_ 1s3a:. u e o:.. T=1x NIP ! R
.' B.ta Rc'
:,14.98 L6r pm,
r. srrmc: _ _ ; srr�4ac ..t498 ;; . _ k DRAINAGE EASEMENT
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R� LOCATION MAP
N NOT TO SCALE
16.73 ACRES OF THE PREMISES SURVEYED
IS WITHIN A FLOOD HAZARD AREA
ACCORDING TO THE FLOOD INSURANCE
H NOVER COUNTY
RATE MAP FOR NEW A ,
NORTH CAROLINA (COMMUNITY PANEL No.
370168 0045 E REVISED SEPTEMBER 3,
1992).
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- - CB 4 I v. rrvj - ' ✓
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---- ----------.--------_TC-1tid7---- ®-'d 54 FFME -------- -_: ., !�P. / �� oYa
- 1
-------, cs-e -To-,ss Tor-,eat3 -.. _
--------- -- _ �dIS-3 ! _._ .._ _ ___ ,. W: � weer-4r ce--n r
LOT 125 LOT 26 / ►X- sc -- ----- - , -7.44 I 01 == -__ - - --- --- - -- .-I-.---- -- .y , , ,'', : \ _ = 58 ACRES
I � LOT ,27 ,� I �-14 wrzu---t--- ', -for-�aaxc�.
TOTAL
I..L.,
O I � SANDY�ROOK SANDY ROOK I ;r. I wv�� -- --''/---I- ---------__-._ �„ � +;I�j ; I , - „�,,.o, ,a.,�, ,, , LIMITS OF�DISTURBANC CRES1,114140 S.F. 5.
SANDYOROOK T
___fsa �-,' �cm� ,. + 2. IF HE BASINS ARE USED FOR SEDIMENT ANDEROSIONCONTROL DURING
--- -------Ta.,ite aPo,m
� � f " 17_ �------------- - - 1-:aa-- r v.-Tor.lie� i AgFov -; \ T 0 E IN SPECIFIED R T USE AS
SECTION 1 SECTION 1 LOT i 28 I LOT 29 °m'p0 Q1gi '0 "� - u'
o2st� ;I . o- \ �' CONSTRUCTION, CLEAN OUT F THE BASINS ARE ECIFi PRIOR 0
SECTION 1 LOTI 30 ': I sseJ a ce 14 _tit2Act 'y I -
iU '. M.B.24;PG.13 M.B.23I1PG.44 M.B.23'PG.44 SANDY8ROOK SANDYBROOK SANDYBROOK LOT 31 i ) ro•,Zo, 1`.,. RETENTION PONDS.
j 29 .28 27 26 r I f'
`�" ONE : R-15 ZONE j R-15 I _ SECTION 1 SECTION 1 ,SANDYBROOK LOT, 32 OT 33 I Tar(DL}!U2 "'"''a <'�--Lws..Or-, '`'
I ZONE , R 15 SECTION 1 L 1 COT 5 I WT-W },.12 arts , I � 14 - 3. ALL WATER THAT DRAINS OFF IMPERVIOUS SURFACES WILL BE DIRECTED INTO
i M.B.23 I PG.44 M.B.23 PG.44 SECTION 1 SANDYBROOK LOT 134 . � 7-.0-1v 10-liaf _ 14 c ry :� ;
A M G 44 SANDYBROOK x - 4 use STORMWATER SYSTEM, BY EITHER RAISING AND :SLOPING LOTS TOWARD HE STREET,
B A B ( _ 6.23 P NDYBROOK SANDYBROOK I u�1s rc.4s �� 9 KA.&M o„a1 SILT 80 , ,
(n �g A B Z®NE . R415 ZONE . R 15 M.B.23 PG.44 SECTION 2 SA 14 _ '
. 9 9 i I ia.o ' 'I, •1. r - PIPING TOWARDS HE STREET OR GUTTERING HOUSES AND SPILLING WATER INTO
4, ZONE . R-15 $ECTiON 2 •
SECTION 2 SECTION 2 I za4E . R-ts o uns o1sgj Fey LOF
4 A B ZONE. R-15 M.B.2 PG.60 M•B.24 PG.60 i r ! WELL SITE su - •r , . FRONT YARDS THAT DRAIN TOWARDS THE STREET(ALL ROOF DRAINS MUST BE DIRECTED
M.B.24 PG o
SANDYBROOK a e-an• s I. m tE �+'o
�fC'Q dY`CitA h,( (�IPeC�� 1J I A B A B ZONE R-15 ZONE : R-15 M.B.24 PG.60 + .,, ,,. '. , WETII�DS ,, . 70 HE PONDS).
ZONE : R-15 ZONE : R-15 j M;B,26 PGA4 et>Six+c it,olbE alO4A5'
O �� I A B I j I ' - - W-,&I 12b n .I. .I. ` L I I I.1.3y,AC.-L /' p; 4. BUILDINGS AND LOTS TO DRAIN TO HE STREETS IN FRONT OF ITSELF.
W t I n �•l 1 rCth vh L Q5• r1$ I A B A B I for bes j j
A 1 R A B I LOT 36 ZONE : R-15 c� / '' 5. ENERGY DISSIPATORS TO HAVE FILTER FABRIC UNDERLAYMENT.
�I ' i M x'o� TC-,232,x // i -
SANDY ROOK ZONE R-1s 9 n+v-se4; 8 I �� 6. ARMOUR EMERGENCY SPILLWAYS WITH RIP -RAP.
! SECTION 2 o.7a 1ani,4; 6 , .,, .J, W." \ / .1. 37 7. FOR SWALES TO FUNCTION PROPERLY THEY MUST BE MAINTAINED AND REMAINED MOWN.
M.B.24' PG.60 o0.p2 "^-as° ,. •I, \, --I 'ja" hj1
1 ZONE : R 15 I I ,9a 9•s�+tn.e �, ACTNE -- 36 i,�t�/ �a� B. ALL STREETS ARE PUBLIC WITH A 50` RIGHT-OF-WAY, EXCEPT RIDGE FIELD
I i ,rz-a; '' - ►a,14s' p��, DRIVE, WHICH HAS A 60' RIGHT -OF-WAY.
,-,o; s�a,c� OPEN- -% ,n p , 9. WETLANDS DELINEATED BY LAND MANAGEMENT GROUP.
; oa r c 1KY0 i . -SPACE I
A B , w.E , cam) / *�: rA n49Q, A �'4
_--_--_-_- I - ! I 24 Rcr )-Ium 0.62 Act ` ; `. .4 'w .
10. PROPOSED DEVELOPMENT IS NOT WITHIN PROPOSED THOROUGHFARE AREA.
-- -1 I . 1 '"(" `' ( » 11. DRAINAGE EASEMENTS AND OTHER AREAS LISTED IN °RESTRICTIONS AND
9 l� mv-e n , \ MCa }o s, v I. a 11am v« c J t :. FtDoO t PE i t
�_ I � ��D��O R • - ,� �1 _��I ,_�� �_ I ff, „ COVENANTS" TO BE MAINTAINED BY HOME OWNERS ASSOCIATION.
1 -�I � 24 ,� - � I _ \ \ _ ! � 12. UTILITY COMPANY TO DETERMINE PLACEMENT OF TRANSFORMERS, STREET LIGHTS
_ k 50 PUBLIC R W - ,��;;;4 j - 1.` . 1, . 1. J ,, .I� ' i -- / r Y AND sERVICEs.
I I I I LOT 37A o62 ! I' ` ` 'Al '' `' 35 t o; 13. A 10 NON PUBLIC UTILITY EASEMENT TO BE LOCATED ALONG ALL STREET R/W'S,
I I �22 9 (� a - _
SANDYBROOK • To-12�s I \ Ir I- 1: 'z I m EXCEPT ALONG PORTIONS OF STREETS LESS THAN 10' FROM TRACT LINE.
M.6.26 PG:45 N1e'70I ) I I.,, /34 1E / �� 14. TOPOGRAPHIC INFORMATION PER CRIBB SURVEYING.
ZONE : R-15 _ a I Nr; „�a >' ' �'� °01ro;f°i J � 15. HORIZONTAL SEPARATION BETWEEN WATER AND SEWER
�i ' I ; ,. �I \ , 30 - f s /---' ..t - _ IS TO BE 10' BETWEEN EDGE OF PIPES.
I i-I SANDYBROOK `� �� 33 ,% - - -- 16. A 24 IN. VERTICAL SEPARATION SHALL BE PROVIDED
i L._..,..,\.__ ...
i : M.B.26 PG.45 I I . - .... I��, -
.� �' - --� BETWEEN STORM SEWER AND SANITARY SEWER LINES
' ; I �� ��®x / fa% , ,� 17. VERTICAL in OR OS PARATIONSPECIFIED.
EN WATER AND SEWER;
ZONE : R-15 /- ' 1s"'r"
LOT 24A \ s1>r+ a . 1w+�s,-----------.----
I
� 1� fo-,z4e ! wi-&De /-' $ �/WATER OVER SEWER: >18 OR USE D.I.P. (ON BOTH) 10' ON
SANDY13ROOK ' � / / o j� 38 EITHER SIDE OF CROSSING.
.I M.6.26.PG.45" I r-v\ ��� ✓ `� SEWER OVER WATER: USE D.I.P. (ON BOTH) 10' ON
ZONE : R-15 J8 F� ,JL `Y. m'
I I W I i � �� � ER SIDE OF CROSSING.
O __111", EITHER
----y I I I I O Bu lc�-o-, _, cr--, 4 ! V ,�,� nr: 19. 18. MANHOLE
OHYRPFLOOD ELEVATiONTOPS BELOW EVATION-12.0 ARE TO BE SEALED.
SANDYBROOK I rcL�i n r,� f `- i �L, �,
1-. M.B.26 PG.45
�v. j 20. SWALE A & B ARE TO BE IMMEDIATELY SEEDED AND STABILIZED WITH EXCELSIOR
UT Z ZONE : R-153� .
. _ , .® 1 40.. toria1e � MATTING PRIOR TO ANY RAINFALL
N .. - fT1 L0 /' " „mar st4a o ! ! sae�2 1 VKW" -7.45 39 .
-:
•
I'Fr ABOVE BACK OF CURB IN FRONT,OF
-
- 3 - -D f SANDYBROOK !
G
, tr"4 flz� () cs i w("}.dtv
e lwapao / / ! 4 Tor -,au ' x__,-w a �w f 21• EACBUIHILOT BASED ONNG PADS ARE TSTRA( HTO BE A MLINEUOF HIGHM OF SPOINTS (THEREFORE, HE BUILDING AD
daaE J _
cr C M.6.26 PG.45 _ ,+(arr}ia ,' TD-124a 1 ,o ,E T wt«rt}eeo , E ROAD BE GREATER N 1.5 FT
LEGEND W ZONE : R-15 _ i. ' :: / '"'°n I ` LOW POINT ALONG H WILL EATS THAN
60 ON A LOT LOCATED AT A
- I I" �,� / i l �• - ABOVE THE A,Ci1JAL BACK. OF CURB.)
_- _s EXIS l iNG DITCH
w - - - WITH FLOW DIRECTIGN -.: �.1; z___ - C3 LOT 236 $ / '' 43 t
\ 42 � t 22. SOILS ON SITE ARE MAINLY: Se, Mu, Ke, Wr, Ls, Pn, & Cr.
uGE UNDERGROUND ELECTRIC 36' C32' PAVEMENT WIDTH) 7,5' 4,5' R3T SANOYBROOK , I \ I lya'44 / I .�
?2' is \ 1. 41 ;b ` 51 23. ALL ROAD MATERIALS SHALL MEET NCDOT STANDARDS.
-X- X-X-X-X-X-j(-X- EXISTING FENCE �y \ M.6.26 PG.45 I 1 ` I ?I . NOW OR FORMERLY
''' lo-lan 24 SANITARY SEW R PROVIDED BY NEW .HANOVER COUNTY. WATER PROVIDED BY CITY OF
S ', CAROLINE S. BALDWIN
PROPERTY LINE Ct 2' TYPE 1/2'Il' �` ZONE t R-15 '"'""� r. III I {�4� � WILMINGTON. E
- - - - - u I 'A ' D.B.873 PG.244
EXISTING OVERHEAD ELECTRIC WITH POWER POLE(PP) _- SF9,5A ASPHALT COT ! T_ X1. X „ \�,, 25. ALL CONSTRUCTION TO CONFORM TO APPLICABLE LOCAL STATE, &FEDERAL REGULATIONS
v v PROPOSED WATER LINE 1/4', ' 1/2'Il' SANDYBROOK OK I I I: �X ' DES.
1/4 1 1/4 Il 14� ; 14.70 s 49 O ZONE R-20
PROPOSED CENTERLINE < \/ ;�\:,; ,, ,�\<� \; • ` !� - P M.B.26 PG.45 i °AQQ"'. i50 PROVIDED TO DETERMINE HE SEDIMENT ACCUMULATION IN THE
,�x,x /\/�/\`/ ,,,; ., `/` `�C f " � ; 26. A BENCHMARK SHALL BE
PROPOSED SANITARY SEWER /. ��� < / �/ �/ /:r.�r/, �i /�//, ,/\ // /i�/\���'\�/�i��\i�i���/�/r\!� ZONE : R-15 I - Ii
\ \ I7 tF >< 48 M-11.12 BYPASS OUTLET STRUCTURES AND THE INFILTRATION BASIN. PAINT A LINE IN EACH
PUBLIC UTILITY EASEMENT 5' SIDEWALK I u.j ��`, LOT 22B I Z I !' 47 '" s 4 ) era-sno BYPASS STRUCTURE AT THE CLEAN OUT LEVEL HE CLEAN OUT ELEVATION FOR EACH
FIR HYDRANT (F/H) 8' ABC BYLINE Z I ��///! / tTowm air oe-sic .
E TYPE CURB W GRASS ,. SANDYBROOK A 45 46 ,' J , ll 1m t ,�- //!//� / BYPASS STRUCTURE AND INFILTRATION BASIN IS:
. M.B.26 PG.45 I s�z ,r+-&1} *' �t STRUCTURE/BASIN ELEVATION
NEW IRON PIPE (NIP) ; I z I . I I . J tt+k �If- .iMra s t w, cr,
OLD IRON PIPE (DIP) c`i: 2d MAX, SLOPE ZONE : R-15 I solfw v.�c I ExTE,+om naD 1 4.70
T1a 2s tsTami1n wt"}4 ea "� ' toy ; v �- tp�cy
OLD IRON PIN CO.I,PIN) CAS NECESSARY T❑ RIDGE FIELD RD CUL-DE-SAC DETAIL w(au1}.t.>4 ,e ,ICI' �, 2 3.92
MATCH EXISTING GRADE) SANDYBROOK . fD ""' /r �ii 3 5.32
- PROPOSED STORM DRAIN NOT To scA�
M.B,26 ,PG.45 �' i,;/jyi�'' r INF1L BASIN 22.75
• FLOOD LINE 11 (TRACED FROM FIRM)
RIDGE FIELD DR., ROAD SECTION DETAIL - ZONE :' R-15 NO)-s-&% P; i; _ - =' t. 1 ,# 27. THE INFILTRATION BASIN SHALL BE LOCATED IN A RECORDED DRAINAGE EASEMENT
I wn+rT43 r OAJ��_�T_ : s s W++ _ _
N.T.S. I I LOT 218 ,� .. FOR HE PURPOSES OF OPERATION AND MAINTENANCE AND HAVE RECORDED
i / ,%,;,iG,,,,; TEMPORARY CUL-DE-SAC EASEMENT
; i DYBROOK 5 ! _ -I,. ACCESS EASEMENTS TO THE NEAREST PUBLIC RIGHT--:OF-WAY.
wsr - WOODED SWAMP FOREST (WSF) 3 3 i�826 PG.45 I 4; ___+�� r POND-3 28, PUMP IN BYPASS OUTLET STRUCTURE 1, 2, do 3 TO BE TSURUMI PUMP MODEL #
; O ZbN _ i I e; :v. = rf 4gER uw a arty TOSI,OOC42.2.
� CONSTRUCTION ENTRANCE 1 50' ,� \ a �71T
R3T I f 2J- �aIrrz- 29. THEPUMP
N OUTLETS ELEVATIONS ARE: ON EL OFF EL
LOT 20 t° 75 �,-
,
1 SANDYBROOK j % \ 53 . 2.;.7 1.1-5- .
I 54 3f KIP L.ts ; osnaavJrE 1 4.0 3.5
®- - - - - - - LIMITS OF DISTURBANCE 14 22 C18' PAVEMENT WIDTH) 14 M.8.26 PG.45 ! �_ `,1-ts 3.0 2.5
Q ❑ter SILT FENCE
2' TYPE MnRwZ R-15 {� / cs sa., m. ' �. W2-1s• 3 5.0 4.5
INLET PROTECTION SF9,5A ASPHALT R3� I + , .'�r�'fi�' Kp ,/1E-s, \ ' ��s 30. PRIOR TO INSTALLATION OF WATER MAINS AND SEWER MAINS CONTRACTOR IS TO NOTIFY
!/4`11' 1%2'�1' 1/2°t1' I ��- o"/�/ "° r " ' t,"`'4° : _ THE ENGINEER, JEFF MALPASS, PE, 'WIH MALPASS ENGINEERING, P.C: AT 910 392 5243.
D4 GATE VALVE (G.V.) - 1/4'11' 1/4'11' �"`° / ,a tT 31. CATCH BASIN BOXES TO BE SIZED AS NECESSARY TO ACCOMODATE OVERSIZE PIPES.
i✓i✓�/✓?ter<;:�i/�',Y/� , it �r , i \ LOT 20B r r ts33" f 2 HE INTERSECTION OF RIDGE
x \ ;� \ \ \\ „ . \..: \_;., ,I I „ >,�i\\ --� �_ ; .f \ '� z-w w J 32. OFF -SITE DRAINAGE IS BYPASSED THROUGH THE SITE NEAR THE
14.60 PROPOSED SPOT ELEVATION \ �r✓�r,q . G:r '✓':✓ :..',v ' `ii✓i :�< i✓i<ri'ri-:/r'4 /i'i'/i ri rif/i 1� li/1 �( �/ li l/ SANDYBROOK 1- t=a:, ss�' e 1" v::::. r P�n�
5' SIDEWALK + - M.B.26 PG.45 ( z t6; :,. 3 FIELD DR AND BENT BLADE LN.
1
z ZONE : R-15 I ME � ; ,' 5 .1. •U ;\ 3. SANITARY SEWER SERVICES TO BE INSTALLED PER SANITARY SEWER NOTES.
TYPE `H' CURB 8 ABC STONE � GRASS c``'i, v ' / , `' ,' t1•:''-% °`� - moo. p,n>f Di�I't1AJ( e
w uI1,1s ff L •I• .,, L •, 4
IaJ I I I , , 34. BULKHEADS TO BE DESIGNED BY OTHERS. BOTTOM OF WALL (BOW) ELEVATION SHOWN
TIMBERFIELD CT CUL DE -SAC DETAIL I ? �56 '
1 ON PLAN IS THE ELEVATION OF THE GROUND AT THE BOTTOM OF THE BULKHEAD AND
INDEX
1
COVER SHEET
2
PLAN PROFILE
3
PLAN PROFILE
4
PLAN PROFILE
5
PLAN PROFILE
6
SANITARY SEWER DETAIL
7
SANITARY SEWER DETAIL
8
WATER DETAIL
9
STORMWATER AND SEDIMENT & EROSION CONTROL PLAN
10
STORMWATER AND SEDIMENT & EROSION CONTROL PLAN
11
DETAIL SHEET
12
DETAIL SHEET
13
DETAIL SHEET
14
DETAIL SHEET
15
TREE PROTECTION REMOVAL PLAN
DESIGNER'S PLAN CERTIFICATION:
I HEREBY CERTIFY THAT THIS PLAN HAS BEEN PREPARED IN ACCORDANCE WITH THE LATEST NEW HANOVER
COUNTY ORDINANCES AND STORMWAETR DESIGN MANUAL
SIGNATURE:
PRINT NAME TITLE:
DATE:
REGISTRATION NUMBER:
OWNER'S CERTIFICATION
'I WE HEREBY CERTIFY THAT I (WE) AM (ARE) THE CURRENT OWNER OF THE PROPERTY AND THAT UPON
RECEIPT OF 'AUTHORIZATION -TO -CONSTRUCT' ANY CLEARING, GRADING, CONSTRUCTION OR DEVELOPMENT,
WILL BE PERFORMED IN ACCORDANCE WITH HIS PLAN AND THAT THE APPLICABLE ORDINANCES AND RULES OF
NEW HANOVER COUNTY, THE STATE OF NORTH CAROLINA AND HE FEDERAL GOVERNMENT AND ITS
AGENCIES WHICH ARE HEREBY MADE PART OF HIS PLAN. AS HE OWNER, I (WE) ACCEPT FULL
RESPONSIBILITY FOR HE CONSTRUCTION AND OPERATION AND MAINTENANCE OF HE PROPOSED FACILITIES.
(WE) WILL NOT ATTEMPT TO TRANFER OF HIS RESPONSIBILITY WITHOUT HE WRITTEN AUTHORIZATION OF
NEW HANOVER COUNTY.'
SIGNATURE:
PRINT NAME TITLE:
ar
,aJ 4J: -L •L •4 •1-l' i -1 d ,� , NOT NECESSARILY HE BOTTOM OF THE BULKHEAD. HE ACTUAL. BOTTOM OF THE
c, - LOT 19A o ca' ti I 1 1,.L. Its ti
NOT To SCALE SANDYBROOK z z " 10 1 1 WETLANDS ' ,. : s l BULKHEAD TO BE DETERMINED BY OTHERS.
i \ M.B.26 PG.45 tom, : 1. •I ! I• 2.53 AC. '' '
I � •I " I, 1. , !, ,•I � _ ,cr 35. WIRE MUST BE USED FOR ALL SILT FENCE ADJACENT TO WATERS OR WETLANDS.
TIMBERFIELD CT. ROAD SECTION DETAIL � ZONE : R-15 ' _ 1 r,Ars 36. NO MHWL EXISTS ON HE PROPERTY.
N.T.S: - our I b 20 'ts.as _ ` '` 1 . `' `-' ' -` `, 1' �0 37. PROPOSED LOT GRADING AS SHOWN ON PLAN MUST BE DONE BY DEVELOPER. SPOT
/�-_ \ \ a» I I. I J-.t I. ` .1.
,. ' 1 ` t I ` I ' I. ` 1 ' I I.
` I ` I / ` OF ELEVATIONS AT HE REAR OF HE LOTS ARE THE PROPOSED ELEVATIONS TO WHICH THE '
1'
BROADLEAF CT CUL-DE-SAC DETAIL
NOT TO SCALE
MATCH EXISTING GRADE)
BENT BLADE LA. ROAD SECTION DETAIL
N.T.S. 2,_0.
I 50'
Ill I 1 28' (24' PAVEMENT WIDTH)
2' TYPE
SF?,5A ASPHALT
1 % i/, 1 I; 1/4'Il' 1/4'il'
r-/.r
r
„,r
r rl
r
. Iil .
'H' CURB 8' ABC BYLINE a
+ 1i
i z
I V
I BROADLEAF CT. ROAD SECTION DETAIL
N.T.S.
G;\AutoCAD\2005\97\RIDGE-FIELD(1-17-07)•cdwg
i
DEMAREST VILLAGE
• SECTION 2A
M.B.39 PG.295
ZONE : R-20
� 1'-0' 1'-0' \
2' TYPE SF9,5A ASPHALT \
11' . . "/,, /", i/ SANITARY SEWER NOTES:
1. SEWER GUARDS REQUIRED AT ALL MANHOLES.
1; STAINLESS STEEL SEWER GUARDS REQUIRED AT
MANHOLES LOCATED IN TRAFFIC AREAS.
' 1/4'4' `` `' // / / / / 2. 10' UTILITY EASEMENT PROVIDED ALONG THE
1 \
OF ALL LOTS. ,. FRONTAGE
/ TO MAIN
• -' \ PERPENDICULAR r�. / .SERVICES SHALL BE
, ��• 3
H TONE(ABC)
AND TERMINATE AT RIGHT OF WAY LINE IN CENTER
COMPACTED
8 CRUSHED S
EARTH OF 'ROAD FRONTAGE FOR EACH LOT THAT IS
N SERVED. SERVICES IN CUL-DE-SAC ARE REQUIRED
JACK 0 1 TO BE PERPENDICULAR OR MUST ORIGINATE IN
I o MANHOLE AND TERMINATE AT RIGHT OF WAY LINE IN
o CENTER OF ROAD FRONTAGE FOR EACFI LOT THAT IS
TYPE 'H' CURB AND GUTTER SERVED.
4. ALL SERVICES TYING INTO DUCTILE IRON MAINS
SHALL BE CONSTRUCTED OF CLASS 5Q D.I.P. 401
NET T� SCALE PROTECTO CERAMIC LINED.
,:
L ,,. I•
i I•
L
L !
IbT1 MICE
•,s
LOTS MUST BE RAISED.
DISTRIBUTION DEVICE IN INFILTRATION BASINS
a. �• I L,
I
• (
! ,r
38.
PROPOSED MONITORING WELLS &RIP RAP
' / _
-d - 1_ I .1, .1. ,1.
--'.
�'
__ _, I
_I. .� I , 1 ,.
O�ID-�.�
ARE SHOWN ON THE PLAN AND SHOWN & LABELED ON THE INFILTRATION BASIN
R R20 -I- 1. ., =
f,
DETAILS.
I
22
39.
POND #1 TO PUMP TO INFILTRATION BASINS #4 & #5. POND #2 TO PUMP TO
I. L .; ,
_; I " ' �,
' ' u �' y
7
`,%
INFILTRATION BASIN #3. POND #3:TO PUMP TO INFILTRATION BASINS #1
& #2,
/ - .,. '` ,, ✓ 1,
I.
-I: I .,
_
% - f :�\
I �
40.
4" PVC STORMWATER FORCE MAINS ARE TO DISCHARGE INTO INFILTRATION
,L. \__ Z .I! .L.
', . ,
•, ,
:1
1 •I
BASINS AT ELEVATION 22.88.
ASSNE
I -L.
1 !
' ' '
1 1 :.
v lI `'
.
GRAPHIC SCALE
OMMON
.
N n /' 1. 3 ACf I
I I.
`i 11 -.�,
100 0
50 100 200
400
.,.
P _►
, ., ,
.1. .,. .,. , a1 I.. L •,
-11
,. , , .,.. I•
.. .. •
._ ..,. ....
( IN FEET
34d791%/
I 1,
1 1• f L I-
_ , 6-I- I ,
- Y 1 1 'r l�l
'
1 inch = 100 ft.
DATE:
_ -
20,. f
i 1 l
'PERIPHfR!',!`l8_RC* '
-.
_
"�rilinnye /�req fU1Op
5-21-06
1
-`
. IP
RIDGE FIELD
MIDDLE
SOUND
SCALE:
i
1"_100,
®AT
3210 MIDDLE SOUND LOOP ROA
M RLY
NOW OR FORE
HARBOUR
HARNETTTOWNSHIP
NEW HANOVER -COUNTY NORTH CAROLINA
DAWN:
JCB
INLAND
PROPERTIES, LC -
OI�
?s '��
CHECKED:
D.B.2997 PG.590
I
N>
'e,
ASS FiCCaIIeTEERII�TCr P.1�.
I ZONE : R-20
�
'
t i. "'r
' Z
a rt
v®�
®' roP d
' , `,
�/
1134 SBIPYARD BOULEVARD
GTON, N®RTFI CAROLINA 28412
JBM .
PROJECT N0:
1
.
REVISED TO ADJUST STORA DRAIN, ADJUST PONDS, & ADD INMTRArr N �VN.
­1=24=07 �� #
�. �,•l_ . Q �
Phone [phone]
97
� 0.I a Fax [phone]
a
L
M., -
r
' ,;
m LLC <• � DEV1�A N0: �, � � SHEET 1
,p `a ,� �9s :t. p;` 8$003Ii�d3r7Iid.T; AYA ., SUlI75 1$
" iii,,, ` o11 � ' d ,TH"GTON. NORTH CAROLINA ZZ34M
F n a 'p, {,,A ➢, ,PRONE: 910-2m-�0 1 5
%9t4a rt4 ; �'�. OF:
REVISIONS ' ''/
,q '
� �`� . A O �� ---
. - I '&V -
NORTH CAROLINA ENVIRONMENTAL
nee anPItAPNT C0 MISSION ._..
.
DIVISION OF WATER QUALITY
. I
I
.
t
- -_-_-__.. _._.--_-----_------------.-•-------- -...- ._--. - - - ---
.-I
2
REVISED TO ADO INFILTRATION a4SWS. PROPOSM CONTOVftS, &. NQ,ES 0-39. 11
.t "<J
2 128-07 '
I
.
1i
�,_ -
{� /Y:.
REV NO.
DESM7561
DATE � 1,5

I
DGE FIELD
4T
R"001 �Ml
M DDLE SOUND LOT 32 n
I QUEENS POINT
SECTION 2A
I
DFORD RD. EAST SR 1815 M.B.11 Pc.20
LOT 31 LOT 33 LORD DR. 'SR 1908 fE�sr� d P
1 ' I QUEENS POI
I SECTION 2A , pp�
QUEENS POINT
ORrh1,AY LOT 1 i i LOT 28 LOT 29 M.B.11 PG.20ON MAP
(60 PUBLIC R/iti)
,�„ QUEENS POINT LOT 30 ZONE : R-15 ,w=1z5e SECTION 2A R�� N OTATIO SCALE
50° QUEENS POINT I aMN+-S- 2 M.B.11 PG 20
SECTION 1 QUEENS POINT w,(N) s- ozO
WELL SITE LOT 17 LOT 18 ) SECTION 2A QUEENS POINT NK)- 054
LOT 19 LOT 20 % LOT 21 LOT 22 LOT 24 SECTION 2A M.B.11 f PG.20 SECTION 2A 5' r oaoa
a�,wc M.B.10 PG.6 QUEENS POINT LOT 23 LOT 25 LOT 26 j ! M.B.11 PG.20 UVE. WWAB a
ff axr ZONE : R-15 QUEENS POINT QUEENS POINT gUEENS POINT QUEENS POINT gUEENS POINT QUEENS POINT QUEENS POINT QUEENS POINT LOT 27 ZONE : R-15 M.B.11 PG.20 vLZEvtEn Fulx
SECTION 1 SECTION 1 SECTION 1 QUEENS POINT QUEENS POINT ZONE : R-15
SECTION 2A SECTION 2A SECTION 2A QUEENS POINT i oaslec NOW IA FORMERLY
5.3' � a,aslwc SECTION t SECTION 1 / SECTION 2A SECTION 2A .SECTION 2A I ONE : R-15 ss>.e+-A �ff� 16.73 ACRES OF THE PREMISES SURVEYED
s,o M.B.10 PG.6 M.B.10 PG.6 M.B.10 PG.6 SECTION 2A j tO�naz WILLIAM E. LEWIS
PPE M.B.10 PG.6 M.B.10 PG.6% M.B.11 PG.20 M.B.11 PG.20 M.B.11 PG.20 M.B.11 PG.20 M.B.11 PG.20 M.B.11 PG.2o I ¢''18 D.B.314s Pc.2s9 IS WITHIN A FLOOD HAZARD AREA
M.B.11 PG.20„A ,�rueslrE wFAAvoae ZONE R-15 ZONE R-15 ZONE : R-15 ZONE R-15 ZONE R-15 ZONE_R�1.5 ZONE_R_15_ ZONE R-15 12 ,��, sa,IFAOERe SWALE B
tnA ate, ro s,rsr Fuvw ro rmcE DLO Oa ZONE--'�R-15- -- ZONE R-15 ZONE : R-15 ZONE R-15` • I, hem Emlc c m1JFcr TOA-,ou �+� c xEo ZONE : R-15 INv=5.80 ACCORDING TO THE' FLOOD INSURANCE
------ ( �wn-q , ;�s ?„ L-IT_ -°°"U - --A�ioNG P = _ _ _ = = = _ _ - = NIP RATE MAP FOR NEW HANOVER COUNTY,
1 naO as43 a 30' DRAM GE EASEMENT ,m,s OF osf„ cE ror=am F -- ° _ _wr,e.r1 _ _�+�- - - _ _ - - _ -
, - - ..... _ - .. _.- . ..-..::.:: . ..:_:.:....,:._:... .::.... i BOf=•L7O 4.,Y Olt SWOfIIC IiER L�8' .: e�.:: �-, �„ f3JE}tGDtC( SAIIMAY AT O.EVAIOt1=11 75
1 _.....tzOs.3a._ _ _ ,r Fss SO ,roE S 30
4... - ........ __ - -- _ _ . _ _ :..... _- ...._-...... __ _ - ... - ..... eow�aO 7F "PROPO ED
_ net......... st.73 ..... .... *gum _ _ . _ _ .. _ .. _ _ _ . _ _ _ . _ , _ . __ " (COMMUNITY PANEL
_ . _ _ zoa� _ . t . _ . _ _ _ _ . _ " _ _ -
_ _ .. _ . ... s as . _ " _ . to ea .. _ - rl az•, T= - A 9a3 e , OLIN ze•. _ ..... _ _ _ - __ . _ 1 " . ,7.72 . _ s Ni «J><El t>ROtEcna+ arts, CAR _ _ . _ s.4e _ .. _. �s _ sg � ORTH
, ..... - - --:_.-.. ....__...:. .. ..:. .. .........._- :-: -.::: -.. �:::.- -. :. :• FASF1rF11r.__. 5ff � '-
- . . _ _._ . _. _ _ _ . _ " _ .. . _ .. _ ... ;.:; , . , ..,. _-..--_, . ;., ._ s _-- _ . - , NAGE EASEMENT
-- ..... _ _....".- _ _. _ _.. _._.... _.:.. ...._._- _: ._., __"..... 1.33._:-- _._,_ o DRAT
,: ta.� ,.., tsate O
a .. MBER 3
_ . _ " 1�9a _ ..._ - - ___ _:. _ , . .. _ _ _.._ ;:. REVISED SEPTE ,
1 I. 16 _ ,: " _:_..: .. ,4.�0 ._ __ - .,-. ,., . _ : - ....... ,.... ._ _ .. _..... - ... 0168 0045 E
-_.s1 sue. . .: _ . -- 37
1 12 ��- j 1992).
3 l �, 11 1'3 . \� + «A, OR s» ,a. 1
4 / ,oP-, 10 14 \ 0 ' trFR rsaE oLvaa 14.e0 to ao ar (�'tj
- ,t ee �'
zst8 51,E> 9!nt0.75 2 S�iF19 5 1 Iry(O iF,.t0 \ j o
16. 18` ss�t ,a '°/ ,-' ,,.n \w/FFs t` 0 21 22 23 �� tFns OF P
% 1c>,.,aw at,-a•So o _
1 le• RCP \ - i'.tNJ(CU,} 15.1 c _ t&3 Jh(N}",OA9. - ' TG• M(OOi}9.43 14 `�.q / r=
�
, M-1e ssw ,O 24
/ / zit MIiI 1 ,zv,
:. -- � � ae(wlp aF )I � oa:et>< � TOP-,a4�
1 � �izea� / ro'" 7 _----- - m•,zs� e• � �
i' - ..�"�� `� •� // % �'- \ NJ-t0.4e �- ,0• tE i� /BD7I 7.90 / N/••d53 0o M/-&75 - r_
10,LIE!N=H.,O I• d V
_
® '. S,IE 1HI41QELB. I• ....,. : ��-�.�; ..-..._. - : _ - --__� � / � 1t
as
1 1-
1
0
---'
! -� � _ ---- \ 30' Rt7 :' 3d• RCP -_" - _ --�---�-� te`Rt� :.. � 13.1 , ;.: _ :. _
, W 3- r t. _ r RCA wmor t302 124 t3 t 24' RCA e' ulan / ✓ I t
O I 4 - / ,11D
Jrx' RLA - 4Y RA vlc raA=,3t1=]�d__ NOTES:
G' ,I �----� �<:__• _ � = 71 ACRES
�( _
- �� 1. TOTAL SITE 30.
°�-30 DRAINAGE EASEMENT 1Oc-z,.,e LsesiOF _ _ _ _ _
'' rrr-rasa O�-4 � � ��
- ------ - ------ ------ Ir,alElt uw ,a a su an,c� =- _- -- - •--. - i4///Z' LIMITS OF DISTURBANCE 1,114,140 S.F. 25 58 ACRES
II�tea! 3Yt-2 tB-e - _. .-------r- - --- .:.. ,oA-tatL oo1BE tX+/gFs ., • .1 w� ' .
_ -- --- ` -- -- - --- --- ---..- ---aa1 -r lg -sa3
iL a ---- _ ,Gb,SJ!
r so,w 3 30 - --
...- -- -� -' -- � se' RCA
'--- Ill -Sac---------- - 1a79.-- LOP-1ae2__ W-12 ----- _ �-- -- •��Wi=7.OA M'a/-J17?d70/` t
�:SO � • ,.. 2. IF THE BASINS ARE USED FOR SEDIMENT AND EROSION CONTROL DURING
® LOT 25 LOT 26 LOT 27 i IRh.zw '" �- I -- I ---- - '�'Z'®- 97 MICE `"°15 °F �'�"� ° 011°' 30 ' °'sY• `-0Y a TA CONSTRUCTION, CLEAN OUT OF THE BASINS ARE SPECIFIED PRIOR TO USE AS
Q i SANDYBROOK SANDYBROOK SANDY ROOK ! ISOe T
1 LOT 28 / LOT 29 II I :ocstwsO ca,• i ervan 26 a 2ct RETENTION PONDS
"d SECTION 1 SECTION 1 SECTI' N 1 SANDY ROOK i LOT 30 LOT 31 j { \ 29 28 (� _LaoF/"
' SANDYBROOK B I I SANDYBROOK { 1Oa((M)-&la i�o fa.. la / CD f > 3. ALL WATER THAT DRAINS OFF IMPERVIOUS SURFACES WILL BE DIRECTED INTO
M.B.24 PG.13 M.B.23 PG.44 M.B.23 PG.44 SECTI N 1 I - x -
SECTION 1 ; SANDYBROOK LOT 32 LOT 33 I, un 381 ,orcAt °)-' 'e .4 + I ✓ % ,a o STORMWATER SYSTEM BY EITHER RAISING AND SLOPING LOTS TOWARD THE STREET,
1 ZONE : R-15 ZONE R-15 i 1 SECTION 1 SANDYBROOK LOT 134 L'OT �5 I r �rw- a� lc-tzm �a 4.eo " i' : ,,, ,� ,L,
®' ZONE : R-15 i' M.B.23 PG.44 SECT] N 1 SANDYBROOK ! , u.aza Fc.as o 9 wv ae5 a1a, �r� of PIPING TOWARDS THE STREET OR GUTTERING HOUSES AND SPILLING WATER INTO
M.6.23 PG.44 M.B.23 PG.44 SEC ON 2 SANDYBROOK I 9
a A B A B A B ZONE : RB15 i` ZONE : R-15 M.B.23 PGA-4 SECTigN 2 SANDYBROOK 14.0' la
/ I ZONE : R-15 M.B.2 PG.60 SECTION 2 SECI* 2 I I WELL SITE ZONE R-1s o t�,� ff �16 1' f. ° FRONT YARDS THAT DRAIN TOWARDS THE STREEi(ALL ROOF DRAINS MUST BE DIRECTED
` ZONE: R-15 M.B.24 PG.60 o� e°'�s.o ,� m,� xro
A B I B ZONE R-15 M.B.24 !PG.60 M.B.24 PG.60 I I SANDYBROOK s a..a eac iN(E1(D$ ,. :, TO THE PONDS).
1j 1 A g ZONE R-15 _ ZONE R-15 I - ttot>SE ' _ NH.L- ., ,1. ',,. ,.I, ,t, % \� �, ,,, I 4. BUILDINGS AND LOTS TO DRAIN TO THE STREETS IN FRONT OF ITSELF.
A ZONE . R 15 M.B.26 PG.45 -\�
`g { A B A B I ZONE R-15 Lor sae INli�23 t mr ,z a %'L" , `' ! \i % L `' 1 L. .L. .,�1`y y / + 0
! + A B A B LOT 36 y % 5. ENERGY DISSIPATORS TO HAVE FILTER FABRIC UNDERIAYMENT,
1 ueae ac45 0"I Td.1aJa'x 6 �. ... s / 3% 1/ -- 6. ARMOUR EMERGENCY SPILLWAYS WITH RIP -RAP.
w I { { SANDY ROOK ZONE ; R-1s 4 a�� _ . �r,12.14� .� �'� ,l; L i 7. FOR SWALES TO FUNCTION PROPERLY THEY MUST BE MAINTAINED AND REMAINED MOWN,
M.B.24 PG.60 2 u, AOTNE
Io.� 0"9 \� 36 rO�,a�o as
i I SECTION 2 �� 94 95�k % �� r +¢ 8 DRIVEW STREETS
CH HAS A 60' RIGHT-OF-TH A WAY.
WAYHT-OF-WAY, EXCEPT RIDGE FIELD
ZONE : r uns ff mIMENCE L=to•i SE - OPEN / 1 9• WETLANDS DELINEATED BY LAND MANAGEMENT GROUP.
ro _ ) / rr,
I q B 24 i- P CE i• „ 10. PROPOSED DEVELOPMENT IS NOT WITHIN PROPOSED THOROUGHFARE AREA.
I I I 0.62 Acf 1./ EASEMENTS AND OTHER AREAS LISTED IN "RESTRICTIONS AND
-4, 11. DRAINAGE
o : a gaa = \ aA(rx}os1IIAM COVENANTS" TO BE MAINTAINED BY HOME OWNERS ASSOCIATION.
\ ----, ; 1 % ,,� ,, �') 12. UTILITY COMPANY TO DETERMINE PLACEMENT OF TRANSFORMERS,
z4 STREET LIGHTS
Rfl' r `r AND SERVICES.
33
5 C1 PUBLIC �RW ,off S05'c-Ij: %fit, %35 13. A 10' NON PUBLIC UTILITY EASEMENT TO BE LOCATED ALONG ALL STREET R/W'S,
LOT 37A ,' y .,, ;, `, r --
s zz -: EXCEPT ALONG PORTIONS OF STREETS LESS THAN 10' FROM TRACT LINE.
-
EXISTING DITCH WITH FLOW DIRECTION
" \`
12' -�
36' (32' PAVEMENT WIDTH)
7,5'
4,5'
R37 -�
UGE
UNDERGROUND ELECTRIC
_
_i(__x_x___X_C_(-i(-(-
EXISTING FENCE
2' TYPE
- _ - - - -
PROPERTY LINE
SF9,5A ASPHALT
EXISTING OVERHEAD ELECTRIC WITH POWER POLE(PP)
a v
PROPOSED WATER LINE
1" 1/2'11'
1/4•,1'
- -
PROPOSED CENTERLINE
��
PROPOSED SANITARY SEWER
�j
PUBLIC UTILITY EASEMENT
5' SIDEWALK
8 ABC STONE z
+fi
FIRE HYDRANT (F/H)
TYPE 'H' CURB
GRASS
NEW IRON PIPE (NIP)
OLD IRON PIPE (OIP)'
2d MAX. SLOPE
U (AS NECESSARY TO
RIDGE FIELD RD CUL-DE-SAC DETAIL
0
0
OLD IR❑N PIN (❑,I,PIN)
MATCH EXISTING GRADE)
NOT TO SCALE
PROPOSED STORM DRAIN
RIDGE FIELD DR. ROAD SECTION DETAIL
. . . . .
FLOOD LINE it (TRACED FROM FIRM)
N.T.S.
TEMPORARY CUL-DE-SAC EASEMENT
- -
WOODED SWAMP FOREST (WSF)
3
0
50
R37'-
CONSTRUCTION ENTRANCE
LIMITS OF DISTURBANCE
14'
22' (18' PAVEMENT WIDTH)
14'
- - - - - - - -
SILT FENCE
2' TYPE
Ray
YF
INLET PROTECTION
;,
SF9,5A ASPHALT
1/2'11'
pd
GATE VALVE (G.V.)
1/4',1' 1/2'4'
Y 'Y
'14.60
SPOT ELEVATION
✓ O ;
, �i, iyj i /'Y/ Y / / ✓i /��
` vi ii� i\ ` iiiy i`Yi �i�' /iE%f ii'✓ �i`!il( /
PROPOSED
INDEX
1
COVER SHEET
2
PLAN PROFILE
3
PLAN PROFILE
4
PLAN PROFILE
5
PLAN PROFILE
6
SANITARY SEWER DETAIL
7
SANITARY SEWER DETAIL
8
WATER DETAIL
9
STORMWATER AND SEDIMENT & EROSION CONTROL PLAN
10
STORMWATER AND SEDIMENT & EROSION CONTROL PLAN
11
DETAIL SHEET
12
DETAIL SHEET
13
DETAIL SHEET
14
DETAIL SHEET
15
TREE PROTECTION REMOVAL PLAN
DESIGNER'S PLAN CERTIFICATION:
I HEREBY CERTIFY THAT THIS PLAN HAS BEEN PREPARED IN ACCORDANCE WITH THE LATEST NEW HANOVER
COUNTY ORDINANCES AND STORMWAETR DESIGN MANUAL
SIGNATURE:
PRINT NAME TITLE:
n AY[-•
REGISTRATION NUMBER:
OWNER'S CERTIFICATION
"I (WE) HEREBY CERTIFY THAT I (WE) AM (ARE) THE CURRENT OWNER OF THEPROPERTYAND THAT UPON
RECEIPT OF "AUTHORIZATION -TO -CONSTRUCT" ANY CLEARING, GRADING, CONSTRUCTION OR DEVELOPMENT,
WILL BE PERFORMED IN ACCORDANCE WiTH THIS PLAN AND THAT THE APPLICABLE ORDINANCES AND RULES OF
NEW HANOVER COUNTY, THE STATE OF NORTH CAROUNA AND THE FEDERAL GOVERNMENT AND iTS
AGENCIES WHICH ARE HEREBY MADE PART OF THIS PLAN. AS THE OWNER, I (WE) ACCEPT FULL
RESPONSIBILITY FOR THE CONSTRUCTION AND OPERATION AND MAINTENANCE OF THE PROPOSED FACILITIES. I
(WE) WILL NOT ATTEMPT TO TRANFER OF THIS RESPONSIBILITY WITHOUT THE WRITTEN AUTHORIZATION OF
NEW HANOVER COUNTY."
SIGNATURE:
PRINT NAME TITLE:
DATE:
TYPE 'H' CUR
i
11'
TYPE 'H' CU
SANDYBROOK� ! I ` 14. TOPOGRAPHIC INFORMATION PER CRIBB SURVEYING.
M.B.26 PG.45 I 1 {''' / 34
ZONE : R-15 a `�`. - �4� + 15. HORIZONTAL SEPARATION BETWEEN WATER AND SEWER
w, t `\30 �' 'i IS TO BE 10' BETWEEN EDGE OF PIPES.
�. 16. A 24 IN. VERTICAL SEPARATION SHALL BE PROVIDED
SANDYBROOK \fOKE '"" �j 33 .� �- _ BETWEEN STORM SEWER AND SANITARY SEWER LINES
6 PG.45 J ,d ,�� ,w, 3` OR FERROUS PIPE SPECIFIED.
ZONE : R-15 �ia,,J 17. VERTICAL SEPARATION BETWEEN WATER AND SEWER;
WATER OVER SEWER: >18" OR USE D.I.P. (ON BOTH) 10' ON
LOT 24A , )�7° SANDYBROOK rr
-- 38 ; '-- _-__ _ EITHER SIDE OF CROSSING.
m-se, - Y 4 �s
M.B.26 PG.45 SEWER OVER WATER: USE D.I.P. (ON BOTH) 10' ON
ZONE : R-15 36 ' F' - "= / °' EITHER SIDE OF CROSSING.
au
18. MANHOLE TOPS BELOW ELEVATION =12.0 ARE TO BE SEALED.
19. 100 YR FLOOD ELEVATION=11.-
SANDYBROOK
C M.B.26 PG.45 ` 20. SWALE A & B ARE TO BE IMMEDIATELY SEEDED AND STABILIZED WITH EXCELSIOR
ZONE : R-15 I / 40 joa-, ,a MATTING PRIOR TO ANY RAINFALL
LOT \ i i` ' f i' i 1Oa- aia i a"rl).i 39 �w 21. BUILDING PADS ARE TO BE A MINIMUM OF 1.5 FT ABOVE BACK OF CURB IN FRONT OF
i SANDYBROOK �70P'"'x t� / `& r ' " (1')'6ro ` % - EACH LOT BASED ON STRAIGHT LINE OF HIGH POINTS (THEREFORE, THE BUILDING PAD
C M.B.26 PG.45 �1SEWR Wt I Oro /° � 'd E !w(wram ON A LOT LOCATED AT A LOW POINT ALONG THE ROAD WILL BE GREATER THAN 1.5 FT
cc) ZONE : R-15 w ( \ rL ABOVE THE ACTUAL BACK OF CURB.)
n LOT 236 I ! �44 , 43 42 �� �R� I - 22. SOILS ON SITE ARE MAINLY: Se, Mu, Ke, Wr, Ls, Pn, & Cr.
SANDYBROOK I \ `''I \ 51 FORMER
23. ALL ROAD MATERIALS SHALL MEET NCDOT STANDARDS.
' 41 ,, / I NOW OR FOR COUNTY. WATER PROVIDED BY CITY OF
M.B.26 PG.45 ,o., n laud 24. SANITARY SEWER PROVIDED BY NEW HANOVER CO
ZONE :' R-15 °N=e� a �x2.'a® 4 I CAROLINE S. BALDWIN WILMINGTON.
•I 0,1 \ / D.B.873 PG.244 STATE & FEDERAL REGULATIONS
I °� M I, R-20 25. ALL CONSTRUCTION TO CONFORM TO APPLICABLE LOCAL,
LOT 22A(SEZONE .
SANDYBROOK t�zt 14.93 , t4.7o 49 I50 to &CODES.
® M.B.26 PG.45 er 1N7°` °"� CB-ro I m 26. A BENCHMARK SHALL BE PROVIDED TO DETERMINE THE SEDIMENT ACCUMULATION IN THE
ZONE : R-15 ,d 48 10-1,.,z ! BYPASS OUTLET STRUCTURES AND THE INFILTRATION BASIN. PAINT A LINE IN EACH
LOT 22B I m I I + 47'' 1 I BYPASS STRUCTURE AT THE CLEAN OUT LEVEL THE CLEAN OUT ELEVATION FOR EACH
SANDYBROOK i { A 45 / 46 BYPASS STRUCTURE AND INFILTRATION BASIN IS:
i / �7, 1N-a,3 etJ(a' CUL-DE-SAC STRUCTURE/BASIN ELEVATION
M.B.26 PG.45 I I /I tKk & F r a
ZONE : R-15 I smt + 117P=11.10 ><A ti 40 41.'WE DEED KM 1 4.70
roaL, 1 4• arc m-+da �.. �096 2 3.92
L I i ,l,V-0 eORCE a'w ( x twr)-}•�e ® s 1� 3 5.32
SANDYBROOK
M.B.26 PG.45 �'"e! ] '' fJ: r INFIL. BASIN 22.75
mA-,aaT �,
ZONE : R-15 )-w-m �1 . {� 11. 27. THE INFILTRATION BASIN SHALL BE LOCATED IN A RECORDED DRAINAGE EASEMENT
'�"te.,�� ��_ r °Y FOR THE PURPOSES OF OPERATION AND MAINTENANCE AND HAVE RECORDED
L DYBROOK s r atop{ F0 ACCESS EASEMENTS TO THE NEAREST PUBLIC RIGHT-OF-WAY.
6�6 PG.45 4a Rca +��� tI POND-3 28. PUMP IN BYPASS OUTLET STRUCTURE 1, 2, & 3 TO BE TSURUMI PUMP MODEL #
ZON - ! av' ' 3 �'0 TOS10OC42.2.
` . B• •�",'aii7 29. THE PUMP ON & OFF ELEVATIONS ARE:
LOT 20 PUMP IN OUTLET STRUCTURE ONE OFF EL
to'
SANDYBROOK \ '�'1r 1� ff
` 53 ar RCA 13' - 1 4.0 3.5
\M.B.26 PG.45 i /5 mw t -' t t5 1 2 3.0 2.5
ZO R-15 errs oa �r�' / /ram ` 1 w2-15' 3 5.0 4.5
°st Re"cE \ ( wta I'w ft'm wr4op rs L-131 30. PRIOR TO INSTALLATION OF WATER MAINS AND SEWER MAINS CONTRACTOR IS TO NOTIFY
)� 13o "�,� �� T' THE ENGINEER, JEFF MALPASS, :PE, WITH MALPASS ENGINEERING, P.C. AT 910-392-5243.
MICE31. CATCH BASIN BOXES TO BE SIZED AS NECESSARY TO ACCOMODATE OVERSIZE PIPES.
LOT 208 32. OFF -SITE DRAINAGE IS BYPASSED THROUGH THE SITE NEAR THE INTERSECTION OF RIDGE
SANDYBROOK s- seas i /` v:::`•• arA FIELD DR AND BENT BLADE LN.
t, rr0
10P-1427' --'-J •' z � -
S 4- -: OTE .
PG.45 ., •: Y SEWE
R N
M.B.26 •% •� SANITARY
` arrs.eo' PER _ D
SERVICES TO BE INS
TALLED w R S R
,ar SANI
TARY SEWS
�E jj 33.
5
I
ZONE : R-15uj
i : \ 34. BULKHEADS TO BE DESIGNED BY OTHERS. BOTTOM OF WALL (BOW) ELEVATION SHOWN
tn. 56 ff ✓ 1. .% .% L `• a .., a ,arYAtaN:e.15
Lg / J, o- , (sl> amJz ON PLAN IS THE ELEVATION OF THE GROUND AT THE BOTTOM OF THE BULKHEAD AND
• 1 ( °. °Q'� NOT NECESSARILY THE BOTTOM OF THE BULKHEAD. THE ACTUAL BOTTOM OF THE
LOT 19A
SANDYBROOK z> - ro ,, % ,4 ; ` %,%, WETLANDS '„ % ,' ✓ BULKHEAD TO BE DETERMINED BY OTHERS.
M.B.26 PG.45 TIE H10 ' % '% '% % �' ' 2.53AO ' 35. WIRE MUST BE USED FOR ALL SILT FENCE ADJACENT TO WATERS OR WETLANDS.
o cwE 1 % 36. NO MHWL EXISTS ON THE PROPERTY.
ZONE R-15 sual>acE % .% .% .y %'J %•1•
o •L- 4. 1 4 J 1• ; J• L/ : % . '' A Y 4�' '"�° 37. PROPOSED LOT GRADING AS SHOWN ON PLAN MUST BE DONE BY DEVELOPER. SPOT
` d, •% -% % 1 'r J •� : ,. •1• , 4, •1• 4. 1- �- LM OF ELEVATIONS AT THE REAR OF THE LOTS ARE THE PROPOSED ELEVATIONS TO WHICH THE
1 C- ,, ' % •% 1- 1 f \ LOTS MUST BE RAISED.
, 38. PROPOSED MONITORING WELLS & RIP RAP DISTRIBUTION DEVICE IN INFILTRATION BASINS
i nz-1s
r % C % % % ' \ L-13' ARE SHOWN ON THE PLAN AND SHOWN & LABELED ON THE INFILTRATION BASIN
t, / .,• .-y, .t, .y .,, \. ��`,,�• " -� �� x t.S OND- T�15'
\ R O:t, IA' ,, ,S, ,l, `.� 1 0 ` : ! J % :u: DETAILS.
! % % �,y 1 F- 39. POND #1 TO PUMP TO INFILTRATION BASINS #4 & #5. POND #2 TO PUMP TO
�. %.:. %.,.`•,,' \\' 1�J1'":''t%i /` : 1 T' _ INFILTRATION BASIN #3. POND #3 TO PUMP TO INFILTRATION BASINS #1 & #2.
, 3� 40. 4" PVC STORMWATER FORCE MAINS ARE TO DISCHARGE INTO INFILTRATION
_ �.,, ..' %.'.. .t ; y �� BASINS AT ELEVATION 22.88.
`t
DEMAREST VILLAGE OMMON „1 1 GRAPHIC SCALE
REA 1.., ' ,, .1 .1 ' ;'. 400
SECTION 2A / ,• % 100 0 so 100 200
w M.B.39 Pc.295 1. 3 Act ,, •% , 1 '1.. ' % -1 y w
8 ABC STONE GRASS BROADLEAF CT CUL-DE-SAC DETAIL ZONE . R-20 Z'
LC � % L , % t 1`•% l•S ✓ ! :Ys.ni., w.! .xa ';
z NOT TO SCALE % ✓ 1 t
w 211 MAX, SLOPE - •
U DIP
CAS NECESSARY T❑ . IN FEET
1 inch 100 ft.
MATCH EXISTING GRADE) - t'
BENT BLADE LA. ROAD SECTION DETAIL S48ro� .v 20' P 1 ''P DATE
N.T.S. ERI�yE�Y S 4- a, G01/ER $HEST 5-21-06
%� IDLE FIELD AT MIDDLE SOUND SCALE:
NOW OR FORMERLY+ 21OMIDDLE SOUND LOOP ROAD
2 TYPE SF9,5A ASPHALT 1!1 N TOWNSHIP NEW HANOVER COUNTY NORTH CAROLINA DRAWN:
50' INLAND HARBOUR+R JCB
SANITARY SEWER NOTES: PROPERTIES, LLC �� a
WIDTH) PROP a �,
A �"� . �,,4 °•, CHECKED:
28' (24' PAVEMENT il' 1 J 1. SEWER GUARDS REQUIRED AT ALL MANHOLES. D.6.2997 PG.590 �w, b pricy ASS ENGINEERING, P.C.
JBM
STAINLESS STEEL SEWER GUARDS REQUIRED , AT ZONE : R 20 • * 1134 SHIPYARD BOULEVARD
N NORTfi CAROLiNA 25412 1 PROJECT NO:
ABC STONE W ,GRASS
5,
U
TIMBERFIELD CT. ROAD SECTION DETAIL
N.T.S.
50'
28' (24' PAVEMENT WIDTH) 3' 8'
2' TYPE 1/2'11'
'95A ASPHALT
,��11.�\v,•:i,���•i\Y���\;'�YG�,`fjy,\;��,�,�`i,�yi�ij �jJij{Yj Y Y Y���� •�i,�
TIMBERFIELD CT CUL-DE-SAC DETAIL
NOT TO SCALE
e•
Try
MANHOLES LOCATED IN TRAFFIC AREAS.
2' TYPE
,5A ASPHALT
j_
- J r rrlrr` l�Y f- i r,rf r
i'/', //�/j a�%x///\i/
2. 10' UTILITY EASEMENT PROVIDED ALONG THE
; //j ,jam/ //X/
�ij/ij�/jam
4 1
1/4 d
�. \
� �/\,/
/
/ /�i.:/��./!�/j
\,
FRONTAGE OF ALL LOTS.
1/ 4 tl
; ri%i.% % ✓
\
\/ \/.\ ;\ ,\/
, \ �\/�; .,y\
/
\�\/ ..
y ,•y\,-�\y\;
�/\;jj�; �j �\i/\;,\�i�\%"�•�
/
3. SERVICES SHALL BE PERPENDICULAR TO MAIN
CENTER
ii \l r{1
C❑MPACTED
8 CRUSHED ST❑NE(ABC)
AND TERMINATE AT RIGHT OF WAY LINE IN
OF ROAD FRONTAGE FOR EACH LOT THAT IS
z
EARTH N
SERVED. SERVICES IN CUL-DE-SAC ARE REQUIRED
' ABC STONE �
GRASS
^
TO BE PERPENDICULAR OR MUST ORIGINATE IN
w
�
5' SIDEWALK
0 o
MANHOLE AND TERMINATE AT RIGHT OF WAY LINE IN
w
U.
p
CENTER OF ROAD FRONTAGE FOR EACH LOT THAT IS
GTO
Phone [phone]
Fax [phone]
owner. M= F= DP1M, ILO SHEET N0:
8800 MGHrJV= AVE., S�TTII'+ 10
WMMNMN. NORTH CAR UM 28403
PHON$: 910-256-2700 15
OF:
SERVED.
TYPE 'H' CURD AND GUTTER 4. ALL SERVICES TYING INTO DUCTILE IRON MAINS
BROADLEAF CT. ROAD SECTION DETAIL SD 7_04 SHALL BE CONSTRUCTED OF CLASS 50 D.I.P. 401
S. T❑ SCALE PROTECTO CERAMIC LINED. "-� A ��i1 . J
N.T. N❑T -_
r1t
i
REVISED TO ADJUST STORM DRAJN, ADJUST PONDS. & ADD INFILTRATION 111SIN.
1-24-07
2
REVISED TO ADD INFILTRATION H4.SINS, PROPOSED CONTOURS, NOTES 137-39,.&1 CHECK VALYES.
3-5-07
REV NO,
D r)ON
C1AlE
REVISIONS
G+\AutoCAD\2005\97\RIDGE-FIELDQ-17-07),dwg

LOT 31
EXISTING GRAVEL LOT 1 �, I QUEENS POIN
DRIVEWAY
6 ;o' QUEENS POINT �EXISING WELL I �I SECTION 2A
LOT 29!
�• � SECTION 1 � I
j LOT 28 M.B.11 PG.20. INVON
M.B.10 PG.6 WELL SITE j I QUEENS POINT \ QUEENS POINT LOT 30
ZONE R-15
F EXISTING EDGE LOT 17 LOT 18 SECTION 2A QUEENS POINT INV(EXIS
OF PAVEMENT ZONE R -15 ; i
QUEENS POINT LOT 19 LOT 20 ,• ,I SECTION 2A
QUEENS POINT QUEENS POINT LOT 21 LOT 22 LOT 23 LOT 24 i M.B.11 PG.20 SECTION 2A 5'
1s.3' o EXISTING SECTION 1 QUEENS POINT QUEENS POINT QUEENS POINT QUEENS POINT LOT 25 LOT 26 LOT 27 I M.B.11 PG.20
sroRMwaTER SECTION 1 SECTION '1 QUEENS POINT QUEENS POINT j . ZONE : R-15 M.B.11 PG.20 LEVEL SPREAD
i--PIPE M.6.10 PG.6 M.6.10 PG.6 M.B.10 `PG.6 SECTION 1 SECTION 1 SECTION 2A SECTION 2A SECTION 2A QUEENS POINT. QUEENS POINT QUEENS POINT ZONE R-15 VEGETATED A
M.B.10 PG.6 M.B.10 PG.6 SECTION 2A SECTION 2A SECTION 2A i ZONE R-15 (SEE'DETAI
m GRADE SITE AREA ARot1ND INFI TRAnoN ZONE R-15 M.B.11 PG. M.B.11 PG.20 M.B.11 PG.20 SECTION 2A
z NIP BASIN TO SHEET FLOW TO RIDGE FIELD DR. ZONE R-15- ZONE R-15 M.B.11 PG.20 M.B.11 PG 20 I -�
SIDEWAIX IN C, MON AREA T BL RAISED - _ ZONE R-15 ZONE R-1'5 M.B.11 PG.20 , <, \
z uMrrs of DlsruR cE ----- ----- O-NE-15 ZONE_ R-15 i ZONE R-15 M.B.11 PG.20� w s
�., SLATTED OPEN OOD DECKING IF INSTALLED
- , - --Z O N E-_R=1-5-- ---- -- - -ZQN E_ R -15 ZONE R -15 _ j ,_ Tow_ 11.0 \
ZONE R 15 : Bow=8.20
N 40'4943' E --- p 95
eo
z
SILT. FENCE..,.....:::. ,.:
low-8.5 WIDE EMERGENCY SPILLWAY
- q
> :.. :::: ..: 7209:3 ,:..::.:...::.:.::..:.:.. T ELEVATI .. ETBACK..... .. ... 21.73 ..... ............. . 0 ...... ...........:.... , ;...:::. ::. - - -- - ON 11.65
21.10 30 D --------- BOW-7.5
RAINAG ---- __.--
a 19.68..... _.............. EASEM LIMITS OF DI TURBANCE _ - - -- S
_ .. ........ ....:... ..... .... ... :. ,.. .......... 18 ...... ,.., ._ .. ENT TO _ (EE OU11ET PRO N ,66 ... - ,. ... . .......... .1$ ...- ,.. ..... W 9.80------- TEC110N DETAIL)
--
L
^ o
. _.... :. BOW- 8.25 �
c ...... .... ... ....... .: utSEM N . :... _ ` : :. : LAY 0
B -
'.1 OW 7 0 BOW- SYNTHETIC 8.0 LINER
19'33" E
SE
E DETAIL
w.
Cg, 10 UE \ n 8 FEN :.... SETBACK 98 ?4:60
1
2 �z9 I 3 v 11 12 .,� I o _ SSA4N �I sp
rn : 10'x70' ,, 3 - 20 4 ��
4' s � OP_21 I I
�51$: SITE TRIANGLE STp _ .67 7 =
Fp R�'C lNY_16.75 2 '�.- TOP-15. 1 10
\ rOlq-
- F 2 F Tf? SSMH-19 / `�
R=3f0' RC Al _ Ny IN -11 68 TOP 14� 1 \ 1 \ 25 '
25.42 ?3 M 8. % ✓ i
CE / \ A v N TOP=19.49 % IN /(0 15 \� 7 �� _ / r
r 18 RCP TC'? `INV(IN)=15.28N- �, INV(IN)=9. 5, i SSMH-15
1,{� _� TQW-12.50 0
\ ? i \� CB 3 SSMH�17, CB-7 TOP=13.99 \ \ \ I'7
z 7�: 223p INV(olJl)=15 . , s .L INV(OUT)- 85'.
1 2 1 ffINV=1
UBLE GRATES t
2 \ ( / TO8=15.88 -' -��!: DOUBLE GRATES • 10' U w=8.70
-� -\ �� INV(IN)=9.53 1 �•. \ 1 8; / � D
I •� /°I �14 ¢S _ / " SEWER, MMMAIN _ CB-5 IN�IN)=1o.98, TC=13.79 _ l SSMH-.6 UMIT I� _
° DOUBLE -GRATES INV-8.72 SSMH-14 \ ' TOP-13.60 11.17 \W/f.E.S
4.09/ ( ), ISTUREIM CE OW=8.40 INV=6.50
INV OUT >t0.88 \
�� = TOP=13.96 CB, 9 / INV IN 2.44 0
1 ? SITE TRIANGLES . 78 R / / / ,INV=10.46 ` I INV IN =8.79 DOUBLE GRATES INV OUT =2.34 �1LKHEAD o0o SDMH-13
1 g q Cp -- I / 10 UE O TC=12.89 ( ,) _ o
= T H-14.60 0 - TOP=13.17\
- / �`- INV=6.78 �B = INV=
\ r INV(OUT' 8.69 � FF
w • � i ; , ,-.� - - _ W-7.90 4.0 INV=6.53 ITE
0
BAST D INFl
N TO SHE LIBATION
1 /
O Fl TO RIDGE Fl = 8 RCP 18 RCP Q.O4/�-
ELD DR. 18.79
NIP -;�-,�.' W •- -
k. ac
f RCP �_ _ ' T'---_•. _ .: .:-.•.,,�_�: 7TlR
2 500 _
r - -
_ P � P
-
X-
30 '�` f ----_-- ----_� . .
! _ _......: .... ...... .... - .... ....., . ......... ...... _ -W" - RCP P CH
.... ....... W --- \
----_
/ R 134 •
130
EXISTING
a-Snn ----CB _ -- 12�0,, 48" RCP
�f R _ ? / 42" RCP I 12.18 30' RCP _
-�36 . - MH-12 13.02
STORMWATER SDMH-1
RCP R 500
INV=5.50
30 DRAINAGE EASEMENT TOP=21.18 1 � F/y%, _ •� 42 RCP 2-4" Pv - Y- _
_PIPE INV=16.56 LIMITS OF DISTURBANCE
- _; �.:, � - - - t� �-�\, � --- TOP=13.10
-- - CB-4 - M- /1 - --- STORMWATER - --
\ INV IN --
o I _ _ - 8' WATER MAIN CB-6 I I .r, - /. '�iC ,.,�m.• FORCE-M�UN _ _
IC_l$.87 _� - SILT FENCE I I I -
� o _ INV-13.61 SDMH-2 -- -, - INV(OU1j ff.5 -
�_ x cZi LOT 25 LOT 26 TC_15_32 TOP _75.83.- CB-8 _- -- - - -
�r VA LOT 27 ' INV=9.50 I INV=9.14 - --.-- - C=13.79 SDMH-3 ` 30 D - ___."-----__-._. RAI NA -- � -
- -- -
- _ --
SANDY ROOK SANDY ROOK __ __ ______ _ _-___
- o =T.44 TOP-13.62
o SANDY ROOK
I SECTI N 1 SECTI � I INv=s,85------�--- --- -- --- _ m n cB-1z SILT FENCE - - -- - -- ---
�, I N 1 LOT 28 / LOT 29 I LIMITS OF DISTURBANCE
z a --� .� -- TC�12.18 EXISTING DITCH
p SECTION N 1 I I LOT 30 oW _X INV=5:a6--� -
�� _ M.B.24 PG.13 M.B.23 PG.44 SANDY ROOK ;� SANDY I ROOK ----------- ---- - ---
�x M.B.23 PG.44 I LOT 31 s z i r- i EXISTING ---
�Z ZONE R-15 ZONE R-15 SECTI N 1 SECTION 1 SANDYBROOK I m I (sF
` I SANDY ROOK LO 32 I �izo Z
ZONE R-15 M.B.23 PG.44 / M.B..23 PG.44
/. I SECTION 1 LOT 33
A B A B ! SECTI' N 1 SANDYBROOK LOT 34 LOT 135 TOP(IX.)=8.11
Z� A B / �� I M.B.23 PG.44 SANDY$ROOK I LOT 38A TOP(PROPOSED)=1 .19
o¢ ZANE R915 ZONE R-15
i M.B.23 PG.44 SECT ON 2 SANDYBROOK SANDY ROOK SANDYBROOK INv=-o.3s
X / ! ZONE R-15 SECTION 2 , I >� X
I I I i M;B.26 PG.45 89 9
Zm / A B ! ZONE. R-15 M.B.24 PG.60 SECTI N 2 SECTI N 2 ZONE : R-15 Fo LIMIT'S
I i I A g M.B.24 PG.60 I WELL SITE
P. A B ZONE R-15 ZONE R-15 M.B.24 PG.60 M.B.24 PG.60 I SANDYBROOK X_?
ZONE R-15 ZONE R-15 ,
I A B A g i I I M.B:26 PG.45 EXISTING HOUSE
A B A B I LOT 36 I ZONE R-15 SA DYBROOK
X/O
i SANDY ROOK M.B.26 PG.45 8�
I I
ZONE : R-15 • I
SECTION 2
3'x55.5' RIP RAP
ROCK SECTION;
THICKNESS=2'; 0 p
g� y�4y TOP OF ROCK TO 3'x52' RIP RAP ROCK oQOSE �0y 5�
BE AT ELEV=22.5- TOP OFSECTION;
R CIKKNESS=2
PLACE FILTER FABRIC ONE BE AT ELEV=22.5; 6,
UNDERNEATH PLACE FILTER ° S6
o`
0 16 ,�0 9•
5.61' 15.33' by UNDER
FABRNEATH
�.12?•82' rye• ,0 A.
° 7.53' ° �A D11 j �g72• ROCK SECTION;.,
THICKNESS=2;
5.8T _
12.52' BE ATOFELEV 22.34;
LOT 33 \ 5.86' SHWi ELEVATION = 20.50 SHWT-ELEVATION 20.50 UNDERNEATH FABRIC
• QUEENS .POIN _, �� . ...:. sHwr ELEVATION = 20.50
INFILTRATION BASIN 1 DETAIL INFILTRATION BASIN #2 DETAIL INFILTRATION BASIN #3 DETAIL
SECTION `2A QUEENS POINT 1 Qnq NOT TO SCALE NOT TO -SCALE NOT TO SCALE
' LOT 28 LOT 29 nc . SSMH-11 SECTION 2A
I
M.B.11 i, G.20 TOP 12.56
(60'P
UINV(IN)-N=7.12 M.B.11 PG.20
B
UEENS POINT QUEENS POINT LOT •° PUBLIC Q N ZONE,-:- R-15 _ =_ R �/
F, 3'x45' RIP RAP 5�
,., INV IN S 0.20 .. / � ��
SECTION 2A O I.*-.:. Q-° 4
,. O ROCK SECTION; Q G
SECTION 2A QUEENS POINT INV(EXISTiNG) 0.54°�� THICKNESS=2'; Q�°°��
5 0 DROP MH
Q O TOP OF ROCK TO
M.B.11 PG.20 M.B. PG.20 SECTION 2A INv °�� BE AT ELEV=22.34; tit s
LOT2 7 LEVEL PREADER dt 39 v 0� PLACE FILTER FABRIC p,0' 3 x33.75' RIP RAP
ZONE : R-15 R-15 M.B.I I PG.20
Dc UNDERNEATH r� ROCK
UEENS POIN I VEGETATED FILTER SECTION;
Q
LOT TO DRAIN TO THE SECTION;
I O N E R -15 (SEE ' ETAIL)
SECTION 2A ! I EXISTING ��Q STREET IN FRONT OF ITSELF O� ��o BE AT OF ROCK
SSMH-A �.
r*i C� PLACE
FILTER FAB
RIC
RIC
M.B.1.1 PG.20i j _ TOP=11.22 LIMITS OF DISTURBANCE NOW OR FORMERLY ��, LOCATION OF PROPOSED ��9 1S UNDERNEATH
INV=-1.18 WILLIAM E. LEWIS SPOT ELEVATION ON LOT ti9
S•
(SEE PLAN) SHWT ELEVATION = 20.50
o Tow-11.o D.B.3146 PG.269
ZONE R -15 i �° z eow=8.2o -
----------_ m TOW=8.52 95 WIDE EMERGENCY SPILLWAY SDMH--12 _
WETLANDS LINE AT W, _g' LEVEL SPREADER & SWALE B SHWi ELEVATION - 20.50
- -- ELEVA = _
INFILTRATION BASIN 4
110N TOP 10 0 - , - - 11. 65 BO -
W 7 5 DETAIL , :VEGETATED FILTER
- - ' W2-6.8' -
UM(f5 OF DI TUR W - ZON BANCE - C E R 1
TOW=9:80 - (SEE UTLEf PROTECTION DETAIL) �7.5 �' INV-633 C_t2. (SEE. DETAIL)
( ENTERED 5 ' INV=5.80 NOT TO SCALE INFILTRATION BASIN #5 DETAIL.
24! GRALONG P L _ EXISTING NOT TO SCALE
TOW= 25 BOW=4.70 70W=8.25 --__ W2 9.T_ --'
BOW=� 0 BOW=8.0 CLAY OR ETiC LINER L
i--t-''- - - - - - ®- - - - _ _ _- - - - GRADE
SEE DETAIL _ W/FIE.S.. - - - - - - - - - - - - - -
T_, 60' WIDE EMERGENCY SPILLWAY AT ELEVATION=11.75 ®"®- ®®®- - `, NIP
P
ILL1: i9 20 PERIPHERY: ' 81 ::. - - -
4...8.�. INV=6.3 P -
149SEE OUTLET PROTECTION PROPOSED 3O
SETB ( DETAIL
14: )
60 EXISTING
I •
DRAINAGE EASE
MENT
,
I DITCH
�a w
7 3
6
INFILTRA11ON BASIN 1
ELEV. (FT)
AREA (SQ. FT.)
INCREMENTAL
VOLUME (CU. FT.)
CUMULATIVE
VOLUME (CU. FT.)
22.5
2,016
0
0
23
2,290
1,076
1,076
24
2,888
2,589
3,665
INFILTRATION BASIN #2
ELEV. (FT)
AREA (SQ. FT.)
INCREMENTAL
VOLUME (CU. FT.)
CUMULATIVE
VOLUME (CU. FT.)
22.5
1,613
0
0
23
1,905
879
879
24
2,545
2,225
3,104
INFILTRATION BASIN #3
ELEV. (FT)
AREA (SQ. FT.)
INCREMENTAL
VOLUME (CU. FT.)
CUMULATIVE
VOLUME (CU. FT.)
22.5
1,316
0
0
23
1,546
715
715
24
,12,060 '
1,803
2,518
INFILTRATION BASIN #4
ELEV. (FT)
AREA (SQ. FT.)
INCREMENTAL
VOLUME (CU. FT.)
CUMULATIVE
VOLUME (CU. FT.)'
22.5
1',536
0
0
23
1,785
830
830
24
2,338
2,061
2,891
INFILTRATION BASIN ` 5
ELEV. (FT)
AREA' (SQ. ,FT.)
INCREMENTAL
VOLUME (CU. FT.)
CUMULATIVE
VOLUME (CU. FT.)
22.5
1,577
0
0
23
1,832
852
852
24 1
2,398
2,115
2,967
•6
r, S , L
,
r A .:: ,. z. x ..
r�_ N � /. I -2" CAP
row _ c
w_ e _
s
6' 3 .0
GR
ADING
IN G DETAIL
•ILLLLLLEMAIL FOR
R , LOTS
pW; : >, TOP ELEVATION = 24.0
8.25 / ✓ / �
o CLAY
��9 ro =12o .IuNERos srrlTHEnc ADJACENT TO WETLANDS
50 ; ;� c:i (SEE DETAIL) 14.80 14.80 14' NOT TO SCALE
/ 10' U /�W n a SICr �C 2" PERFORATED PVC PIPE
SSMH-13 ✓ ., [ _ x, u II ' C:, f
IJMIF =11.17 \W/F.ES. of o�o�sF
TO N332.0 / ISTU BANCE V T= W=8.40 INV 6.50 0 0 0 0 21 23 to �J,O
r' �INV(INj= .44 1
[ INV(OUF)2.34 T RU✓LKHEAD oo, ¢ NC - SDMH-13 #{ 0 j B DISTURBANCE
2 2 O F UMTTS OF DESIGNER'S PLAN CERTIFICATION:
✓ =14.60 0 TOP=13.17\ o I _ CB-16 E
-B W=7.90 / - INV=4.0 INV=6.53 I DOUBLE GRATES SSMH-10 24 W I HEREBY CERTIFY THAT THIS PLAN HAS BEEN PREPARED IN ACCORDANCE WiTH THE LATEST NEW HANOVER
T =12.85 , _ A I'. o - _ 8 SEWER = ✓ / LINTY ORDINANCES D STORMWAETR DESIGN MANUAL
TC-1 GRATES
MAIN TOP 13.4- CO NANCES AN
oo I INV=8.10 INV=8.75 ✓ `I �V ! \V \✓ Ia�sia:
10' UE ` L. .� .y- SIGNATURE:
=L+
Niv ' PRINT NAME TITLE: BOTTOM 2' OF PIPE ;
\ _0 DATE 0 BE SURROUNDED
R �DDo' 1 4 cHEac yE. \ / - �. W.M... w.ia 14., T r ,
f 4 CB-11 12. - _ [ i BY FILTER FABRIC
2 RCP =12.18 �0. 48 RCP vaLVE✓ ._ REGISTRATION NUMBER: if,z
- - -INV_ -- 30" RCP R- \ - - _ - -- t t r _ \ 36 RCP = 30' 13.07 18 RCP 1 1 ✓ i\i
4 36 42�P 2 4= SSiAH-12 - �13.02 �l I 64 13. 0 / " �: - .
-' BOTTOM 'ELEVATION - 20.50
STORMWA VC TOP=13.10 ` I 1 .4 1 CB�.13 =23d� 30 RCP 24' RCP % i - / :� '. W
_ TER INV IN =0.62 o i = oo R = - 8 WATER 2
INV-5.7 I � , R32 , � ? r 10.0' �
INV 0 - -=- 1 o INV=3'.20 W-1 W .` ;: 111 OWNER'S CERTIFICATION
r:
-ram j '" ✓ 1 \li .i,� '•� ; 'I (WE) HEREBY CERTIFY THAT I (WE) AM (ARE) THE CURRENT OWNER OF THE PROPERTY -AND THAT UPON M ❑NIT ❑RING WELL L L
W
I
w.µ j TAIL
-- - -- - -�-` -- / SDMH-4 CB-17 - V f :: RECEIPT OF "AUTHORIZATION -TO -CONSTRUCT' ANY CLEARING, GRADING, CONSTRUCTION OR DEVELOPMENT,
__ --_- ( 3 TOP=13.18 DOUBLE GRATES \ 2 8�0 �l� `•i V WILL BE PERFORMED IN ACCORDANCE WiTH THIS PLAN AND THAT THE APPLICABLE ORDINANCES AND RULES OF
DE
------ SILT FENCE - -- - ( 6 RCP wpm '.� NEW HANOVER COUNTY, THE STATE OF NORTH CAROLINA, AND THE FEDERAL GOVERNMENT AND ft5 NOT T❑ SCALE
- LIMITS OF DISTURBANCE I 1 INV=7.U3 TC=12.87 \ :, \f, •1�` �V W
AGENCIES WHICH ARE HEREBY MADE PART OF THIS PLAN. AS THE OWNER, I (WE) ACCEPT FULL
n INV=5.06 - EXISTING DITCH 30' RCP-
SDMH-5 INV=7.50/i� Ai.'TiVE l
14;8 RESPONSIBILITY FOR THE CONSTRUCTION AND OPERATION AND MAINTENANCE OF THE PROPOSED FACILITIES. I
i 7 88 - Top�12s7 COMMON a>_
l V V
I o r EXISTING X1 ( INV=5.0`' RR�q (WE) WILL NOT ATTEMPT TO TTiANFER OF THIS RESPONSIBILITY WITHOUT THE WRITTElI AUTHORIZATION OF
Z I I SSMH-B CB-14 I ( :, I I�
_0.12 ACi `� " \V / NEW HANOVER COUNTY."
(SEALED) TG=,2.07 I 2 9 ` 28
2 '
s 70P(IX.)=8.12 INV=7.40 I 2 ✓ 1 SIGNATURE:
LOT 38A T6P(PROPOSED)=1 .19 CB-15 NA, U�i�S OF O- PRINT NAME TITLE
iI i i SANDYSROOK INV= 0.39 i _ �•, ` /, DISTURBANCE 14.80 \✓ \V --�' f
TC=12.07 EXISTING 14.8 V \y V X N" r DATE
M.B.26 PG.45 O INV=6.85 DITCH ° --_ _ S/ - 4.80
f ✓ V , " FFiVcf
\I
ZONE R-15 ', 9 �� LIMITS OF DISTURL?.ANCE � 14.0 14.80 ->'Cr �C CT ---
WELL SITE SILT FENCE ' __ �, ,,, ��, �,, ' ,,, ,,,,W \V'V DISTURBANCE GRAPHIC SCALE
SANDYBR00K X9>� ,�8.0 DATE:
5-4'x4' BOXY ✓ \V •V a v; w \' �, \V V PROPOSED CO N70U ..
M.B.26 PG.45 EXISTING HOUSE CULVERTS . y .t ,I, y, I; ,ETLQNb � To TiE INTO EXLsrL STORMWATER &SEDIMENT AND EROSION CONTROL PLAN
INV=6.18 ! �!]�{]i 1 , \ / \ "END WAIL .I .I GRAD
ZONE R-15 LOT 38B I �'�� T0P=12:fi ✓ L• `� ,� �1.34 ACyi
g •V \V \V \li .,� \V \V \L \I. .� v ' LOT 36 SANDYBROOK CB-23 ! �E3II4t !
M.B.26 PG.45 xle TC=12.32 X >1, ,� �,
I I SANDY ROOK f INV=6.641 8 - V •.V L -N,I'
"`� s�,, 14 GTOIT, NORR'fi CAROLINA 2 12 PROJECT NO:
Phone.[phone]
1 Fax in 7392-6203
5 p4 .ry
!er^ 0800 WWGHTSVILLE AVE., SUrrE 18 SHEET NO: Y
WMKINGTON. NORTH CAROLINA 28403
® � PHONE:[phone]
I15
"sm it v `. OF:
\V Y� \ V ✓ LIMITS OF j (TRACED FROM
2e RCP I ✓ - �'� L �{ DISTURBANCE I FIRM)
---�, W F.E.S CB-33 I V .I, .V \✓ \i V ,V /j d�
4
GI\AutoCAD\2005\97\RIDGE-FIELD(1-17-07),Clwg / ECEi IVT D U1 -
. MAR 0 5 2007
NORTH CAROLINA ENVIRONMENTAL
MANAUEMENTCOMMISSION
DIVISION OF WATER QUALITY
-0 1-24-07
RIDGE FIELD AT MIDDLE SOUND SCALE:
1 "=60'
ZONE R-15 i I, I, ✓ % - � - ,
HARNETT TOWNSHIP NEW HANOVER COUNTY NORTH CAROLiNA DRAWN:
CB-24
SECTI N 2 �'6 - .V ,,, ,, ,, ). 3 i >_ inch = 60 ft. GCB
I 1 TC=12.14 � V .✓ 1 INV-6 , :L• / Q e° �
M.B.24 PG.60 I MATCH LINE I� 1 ✓
j✓ ASS ENGINEERING P.C. CHECKED:
T0.73 A� INV=6.501 0; ,.
i MATCH LINE �m :z45
i < ' 1 = \ \ /
SEE 5 w, s' x�' F5
E SHEET 9 � �.� I SEE SHEET �� � �K r 1134 SI�PXAI�tD BtiULEYAI1eD JBM
ZONE R-15 I k ,9.94 r ACTIVE r- i SSMH-4
10 OF 15 W2=6' ! i i TOP=13.20 10 OF 15
LIM 0 V `✓ \' IXISTISTING ,� 3 I
ffS F DISTURBWCE _ � � `\ % _ /
L-10' (1 \ INV-8.45
I I I .i -
A B CONNECT TO I - SSMH c OPEN Ln
EXISTING ROAD =1.5'i f V �� (SEALED)
i 24' RCP ✓ r ( ) - SR�1 CE
�j TOP IX. =10.0 IN
r l \✓
I,
TOP(PROPOSED)=1i.58 0.62 Acf , ,�OUT -
INV= .82 =1 .74 I \ INV(IN)=0.85 �. LL1
❑ O INV=6.72 ✓�- ✓ ` \ \j/ .i .I
1 9 CULVERT A \y �' \ 8' WATER MAIN w• FLOOD LINE 11
�
REVISED TO ADD RADIN EfA1L INFILTRATION BASINS do DETAJLS, PROPOSED W AND OU
PROPOSED MONTiORING" WELL DETAIL RS,
3-5-07 -
II
REV NO. I
pESCMPTIM
DATE
REVISIONS
i

"
11
I
I*
1
I
I
v .
SANDYBROOK �� I 5-4'z4' Boti�+ 1 I .� `�, .�, �• ,� �--,•l �- PROP05tu ,�.,, _., .::.
(�� (� /� T® TIE INTO Permanent Seeding Temporary Seedin0
„ `� . \V \V L \i _VY,G I ND \, p,. Specifications Q6.11 -Specifications Specifications #6,10 -Specifications
EXISTING HOUSE CULVERTS , V � L- J
5 I I END WAIF ` GRADE S ecifictions are as per the "Erosion and Sediment Control Planning and Design Manual" of the state of (Specifications are as per the 'Erosion and Sediment Control Planning and Design Manual' of the state of
M.B.26 PGA -�� (P North Carolina)
INV=6.18- --y 1� 7I L7g / \V \V \V V \V \V \I • \V \V \V \!/ \V W \' > North Carolina) _
38 FL=�I s TOP i12:6` 1.34 AC Seeding Recommendations
ZONE R -15 LOT B I \,, \!, \,, ,; ,, .� , 0 Temporary
CB-23 - 1 i Table 6.11p - Seeding No. 1CP for: Well -to Poorly Drained soils with Good Moisture Retention; Low Table 6,10a Tem orar e g
SANDY ROOK v \V \V V �� \V \V \V » \✓ \J Maintenance
for Late Winter and Early Spring.
Seeding Mixture
x'O TC=12.3L X Seeding mixture s Rate Clb/acre)
M.B.26 PG.45 .8 ii _ 1 �` Species 5 INV=6.64' \` I I V \V \V \� \1, !, V V f \V
ZONE : R-1 CB-24 �' I \l, \� \ 9
6 V INV=6:0 `V `>/ `! \V V / 37 Species Rate (Ib/acre) Rye (rain) 120
Tall fiescue 80 g
V U,73 TC=12.14 , \ _ ✓ V V � \V, \V \V \! .
0.� INV=6.50 I J / �= ��ATCH LINE Pensacola Bahiagrass 50 Annual lespedeza (Kobe in
\o MATCH LINE `' \ ,� Sericea les edeza 30 KPiedmont
rean in :Mountains) ns)and t Plain, 50
���" SEE SHEET , 94 9.5�r W1-6 i "� \� AG%�VE /SSMH-4 // �: 9 OF 15 Kobe ►espedezo 10
c� V \l .1, ,! \ :I.
SEE SHEET P
TOP,-13.20
9 OF 15 LIMITS OF DISTURBANCE W2=6I ! 8 � \� \V \� \� ExISTISTING �\ �� � INV=8.45� ' Seeding Notes Omit annual lespedeza when duration of temporary cover is not to extend beyond June
L=10' i ( o V \� ,F, SSMH-C OPEN \- i \V \V \ 9
CONNECT TO =1 5'I \ (SEAT FD) ` - �C): 1. From' Sept. 1 - Mar. 1, use unscarified sericea seed
c!� c
EXISTING ROAD RCP 1 `✓\`� \ Lr`ACL J V \V L / � 2. On poorly drained sites omit sericea and increase Kobe to 30 lb/acre. Seeding dates
24 TOP EX. -10.0 IN Mountains - Above 2500 fti Feb. 15-Ma 15
�� ! ✓ \V \ ( )- v V \V \V 3. Where a neat appearance is desired, omit sericea and increase Kobe to 40 Ib/acre. Y
f CB=3 \V \V \, \ TOP(PROPOSED)=11.58 0.62 ACf o OUT Y
INV= .82 T =11.74 INV(IN)=0.85 \l� \V \V Nurse lants Piedmont - Janol-May0lft� Feb, 1-Ma 1
0 INV=6.72 I! IW(EX.)=0.51 Q. Between A r 15 & Au 15, add 10 Ib acre German millet or 15 Ib acre Sudan rass. Prior to Ma 1 or after Coastal, l Dec, 1-Apr, 15
Q 1 _. 8' WATER MAIN FLOOD LINE 11 t Plain
9•� \ Aug. 15, add 25 lb/acre rye (grain).
CULVERT A \V \V\ \V \���
V \` \f MITS OF w� (TRACED FROM Soil amendments -Follow recommendations of soil tests or apply 2,000 lb/acre ground agricultural limestone
�__ � I and 750 lb/acre 10-10-10 fertilizer,
{: \y \V \V - FIRM) Seeding dates
24" RCP__ `V `V ,p\`1' `? DISTURBANCE d Mulch - Apply 4,000 lb/acre straw, Anchor straw by tacking with asphalt, netting, or a mulch anchoring tool.
\l, ! \I - Best Possible
W F.E.S. CB-33- I '� . \J \� J \I/ \V \V \V \ \V \ f d ::
\! \I \I \! \! \I `off 2> Early spring: Feb. 15 -Mar. 20 Feb. 15 -Apr. 30 A disk with blades set nearly straight can be used as a mulch anchoring tool,
INV=6.98 TC=11.74 ! V V I I J �� V V\ �. .
�'' /
LIMITS OF INV=6.62 v\ • \V \L �k � \V \V \V' \G \Vi \V `% \V � Blp� �. Fall: Sept. 1 -Sept. 30 Sept. 1 -Oct. 31 eroMaision damiaige, ze If growth is not fully adequate, Reseed, refertiUze and mulch Immediately .following
O
LOT 3 /A DISTURBANCE a' \V V \V ' \V V \V \ \!! :! � \ \I 35 .
CB-2 2 I _ I V ✓ I ✓ f ..,. ----- Soil amendments - Apply lime and fertilizer according #o soil tests, or apply 3,000-5,000 lb/acre ground
• TC=12.35 OIP ` agricultural limestone (use the lower rate on sandy soils) and 1,000 Ib/acre 10--10-10 fertilizer. Table 6,lOb Temporary seeding Recommendations for Summer
\I, \V V \V \V \V � ? Seeding mixture
.!, m
SANDYBROOK I ` ,9 _ e le mulch. Anchor straw b g
INV=6.70 I _ , \I, / I Mulch Apply 4,000 lb/acre grain straw or equivalent cover of another suitable y
' I I 34 a- ` Species Rate (lb/acre)
M.B.26 PG.45 l - CB-18 Q tacking with asphalt, netting, roving or by crimping with a mulch anchoring tool. A disk with blades set German millet 40
\ �!}.50 UBLE GRATES I ME nearly straight can be used as a mulch anchoring tool ,
ZONE : R-15 - iN I 50 C=12.53 �. Maintenance - If growth is less than fully adequate,' refertilize in the second year, according to soil tests or
p ( ro �A In the Piedmont Mountain a small -stemmed Sudangro s may be substituted at a rate of 50 lb/acre,
7? I i, 'E 1A5 / I =7.20 topdress with 500 Ib/acre 10-10-10 fertilizer. Mow as needed when sericea is omitted from the mixture.
�- c i / / F .: and s
\ S70RMWg0 SECT EEIVCE - /' LZ Reseed, fertilize, and mulch damaged areas immediately:
Seeding dates
I I 'FORCE MAIN \/ Mountains - May 15-Au 15
\ -� � �• •• / Table. 6.11 -Seedin No. 2CP for: Well -to Poorly Drained soils with Good Moisture Retention; High Y 9•
SANDYBROOK I ' I ; \ \_ ,`_ _�/� 3300 - - Maintenance 9 Y Piedmont -May 1=Aug. 15
I �4. - R°i Cn : Seeding mixture Coastal Plain - Apr. 15-Aug, 15
M.B.26 PG.45 _
\ \, ' / Id UE®� /N '`� Species Rate (lb/acre)
ZONE R-15 I j ' \ -J �� T Soil amendments -Follow recommendations of soil tests or apply 2,000 lb/acre ground agricultural limestone
SEWER Tall fescue (blend of two or
l ; I I GCB__ }} three improved varieties) 200 and 750 lb/acre 10-10-10 fertilizerr.
I CB-20 / TC=13.06 - -'- �� F- Rye (grain) 25 Mulch - tPPbladesOsetanearlstraw.
stralAnchor
canstraw
used ascain9ulchwith
anchoring toolnetting, or a mulch anchoring tool.
LOT 24A SDM\ TC=12.48 1Nv=6.81 /' /� L- A disk .with Y 9
j \ �____ _ _ y /' '�___ Maintenance - Refertilize If growth is not fully adequate. Reseed, refertilize and mulch Immediately following
SANDYBROOK I i TOP=13s7 \ INY-s.oS �Q 1- ' seeding dates .
_ / �� Q � : erosion or other damage,
INV= \1 \,, �/ ti� 38 Best: Sept. 15 - Oct. 15
'i 1 / 4a. Possible: Sept. 1 - Oct. 31 or Feb. 15 - Apr. 30
M.B.26 PG.45 I 8' GG®V\ � �sg (••): Table 6,lOc Temporary Seeding Recommendations for Fall
- �__ _ � w.U. _._t Seeding mixture
ZONE : R-15 I I) 36' RCP p`- w•� / [} Soil amendments - Apply lime and fertilizer according to soil tests, or apply 3,000-5,000 lb/acre ground
/h 3 / Species Rate Qb/acre)
I.1. $ � CB-19 :-:D agricultural limestone (use the tower rate on sandy soils) and 1,000 Ib/acre 10-10-10 fertilizer.
_ i ] ---�_ - Rye (grain) 120
_ - suitable mulch. Anchor straw b
w . ;CI:: equivalent cover of another su abl
LOT �4 ! � M �- �'� UBLE GRATES .� Mulch Apply 4,000 lb/acre grain straw or eq al t y
I �I'll e _ _-- TC=12.53 tacking with asphalt, netting, or roving or by crimping with a mulch anchoring tool. A disk with blades set Seedingdates
SANDYBROOK i , 27- i 19• 30 RCP � INV=7.56 (ZD. nearly straight can be used as a mulch anchoring tool. Mountans - Au 15-Dec 30
® 18' RCP " I ,:CN':: Maintenance - Fertilize according to soil tests or apply 40 Ib acre nitrogen in Jan. or Feb., 40 Ib in Se t.,
M.B.26 PG.45 I 1 w �j 9 pP Y / 9 P Coastal Plain and Piedmont - Aug, 15-Dec 30
�' _ I and 40 lb in Nov., from a 12-4-8 , 16-4-8, or similar turf fertilizer. Avoid fertilizer applications during
8' G:I ' \ 4 0 d losses o disease. Reseed fertilize and mulch damaged areas limestone. and LOOP lb/acre
Ul ZONE • R-15 I / / SSM 3 N5 warm weather, as this incenses stun ses t 9 Soil amendments - Follow soil tests or apply 2,000 lb/acre. ground agricultural ll ,
` / j' w.�• y w.0 -� `. 40 TOP=1 18 �' immediately. Mow to a height of 2.5-3.5 inches as needed. 10-10-10 fertilizer•
_ I \ o W.M.
C N 1 ; i i _ INV(IN)=7.5 39 Mulch Apply-4,000 lb/acre straw, Anchor straw by tacking with asphalt, netting, or a mulch anchoring tool.
LOT 2 \ SS�1H. 1 NCDOT ANDARD SSMH 2 i coo Table :6.11r - Seeding No. 3CP for: Dry Sands to Sandy Looms; A disk with blades set nearl straight can be used as a mulch anchoring tool,
HANDI RAMP TOP=13.19 ` /INV(OUT)=7. �N Y 9 g
TOP-�4;1Z / High Maintenance, Fine Turf P g y, P g
OOK v / CB-21 INV IN =6J0 \
SANDYBR 'f ( ICAL) ( ) � Seeding mixture Maintenance. - Repair and refertilize damaged areas Immediately, To dress. with 50 lb/acre of nitrogen in
8' SEWER/ ; INV(IN)=2.10 DOUBLE GRATES 10' UE _ March. If it is necessary to extend temporary cover beyond June 15, overseed with 50 lb/acre Kobe
I _ _ ' INV(OUT) 6.60 t Species Rate (bu/1,000 ft 2) tal Plain) or Korean (Mountains) les edeza in late February or early March,
M.B.26 PG.45 MAIN ,�I INV(OUT)40 1 TC=12.48 I (Piedmont and Coas p Y
• I �/ l / INV=6.77 I Tifway or Tifway it Minimum: 3
(- ZONE R-15 I � ' hybrid Bermudagrass Rapid cover: 10
�\ , 42 . ---_ .
o _H Seeding Notes
LOT 23B \•ti \ 44 /� 43 1 / ej0 ---- 1. Sprig or sod (Practice 6.12, Sodding). Moisture is essential during initial establishment. Sod must be kept
SANDYBROOK I ^ \ I \ / ��` I well watered for 2-3 weeks, but can be planted earlier or later than sprigs.
I ` ' / 41 1�' 51 I 2. Common Bermuda can be seeded or sprigged but does not produce a high -quality turf. It is also less .
CB-25 \ I NOW OF cold tolerant than the hybrids, more weed prone, and a pest in flower beds and specimen plantings.
M.B.26 PG.45 Tc=13.77 CB f2s r Yb P P P P 9
s'-o"
OUTLET PIPE IMMMM
� T
NRTP RAP
PLACE pNE LAYER OF FILTER
FABRIC UNDER RIP RAP,
1
Wi_I I -I
PIPE W2
F i
OUTLET PROEC11ON
NOT TO SCALE
S=0.001 ft/ft
V(25yr)=1.88 fps .
Q(25yr)=48 cfs
Q(100yr)=63.61 cfs 4 T_
O,Q . I
C �� 2.5' MIN.
1�1�'A
7' MIN.
SWALE A DETAIL
NOT TO SCALE
S=0.001 ft/ft
V(25yr)=2.19' fps
Q(25yr)=95.50 cfs
I/ Q(100yr)=127.88 cfs � I
O P�
ti
Cy - 2.5' MIN.
TT� ,\ I1
'P y' 1 12' MIN.
SWALE B DETAIL
NOT TO SCALE
STEEL POST
\ � ZONE : R-15 INv=I' o r \ w,'s6 ' / �44� � / CAROLINE Planting dates -
N I ,� / I ouT D.B.8 i Apr. -Jul NOTES: &
p. y
LOT 22A I \ (' / / / IN I ,/.H-s _ o b round fertilizer according i to soil tests or apply 3 00 I acre
_" i 15, '1 I 14.70 (SEALED) �, ZONE Soil amendments Apply lime and fe co d ng pp y / g.
SANDYBROOK 14.93 i 49 agricultural limestone and 500 lb/acre 10-10-10 fertilizer, or 50 Ib/acre nitrogen from turf -type I
' I / TOP=11 50 0> N
M.B.26 PG.45 8" WATER MAIN � 50 v `- slow -release fertilizer. Add 25-50 lb/acre nitrogen at 2 to 3-week intervals through midsummer.
I I I i 1NV=6 26 6 (o Sprigging - Plant sprigs in furrows with a tractor -drawn transplanter, or broadcast by hand.
ZONE : R-15 N f / �/ 48 CB-30 Furrows should be 4-6 inches deep and 2 ft apart. Place sprigs about 2 ft apart in the row with one
o I / 10' UE TC=11.12 ' w!!L 0 end at or above ground level (Figure 6.11d).
1 47 I INV=5.80 w.
LOT 22B g Broadcast at rates shown above, and press sprigs into the top 1/2-2 inches of soil with a disk set
z I j / ( SSMH b 0� I straight so that sprigs are not brought back toward the surface.
/ i SEP J2 Mulch - Do not mulch.
SANDYBROOK I N I 45 / 46 TCB11.22 TOP IA) TO � - Maintenance - Water as needed and mow to 3/4- to 1-inch height. Topdress with 40 lb/acre nitrogen in
M.B.26 PG.45 v / SSMH-D7r INV=6.13 1M1\ 5g0 j TEM ORARY CUL-DE SAC Apr., 50 lb in May, 50 lb in June, 30 lb July, and 25-50 lb in Aug.
FEE ! UIV & IF BROADLEAF CT.
ZONE : R-15 I /sDMH-s / TOPAlfD)I ` ( / AA.40 IS_ LADED INTO ADJ ING Table 6.11s - Seeding No. 4CP for: Welt -Drained Sandy Looms to Dry Sands, Coastal Plain and Eastern Edge
/IONV=
P=14.2 1-4' PVC INV(IN)=4.86 w / 6 R"2� : TRA . of Piedmont; Low -to Medium -Care LawnsF5.47 STORMWATER J INV(OUT)=A.76 10 RCP Seeding
I \ORCE MAIN r w.ra P 9 18' Speies mixture Rate11 _/
1.' FILTER FABRIC SHALL BE A MINIMUM OF
GROUND IJNE\
36" IN WIDTH AND SHALL BE FASTENED
ADEQUATELY TO THE WIRE AS DIRECTED
BY THE ENGINEER
2. STEEL POST SHALL BE 5' O" IN HEIGHT
v~i
AND BE OF SELF FASTENER ANGLE
ao
STEEL TYPE
J-I
W N
f-
/-FILTER FABRIC
. FILL SLOPE
N
I
N
6 ..
AIN. //.,'/
C SKIRT
Z\K/NASCD DIRECTED BY THE HOR FILTER I ENGINEER
GUIDELINES FOR TEMPORARY SILT FENCE DETAIL
SANDYBROOK T l t __ _ " RC 1 / Centioedearass 10-20 lb/acre (seed) or IN%\\%\y NOT TO SCALE
M.B.26 PG.45 SSMH-5 'I 1 \ I / - 33 bu/acre (sprigs)
l I.M..u. f / _ ,
TOP=14.87 fi - R=6 y ?° . ' .
ZONE R-15 INvpN)-s=ss4 �\ �' I _- 11. 1.31 �owoF�, seeding dates
INV(IN)=3.43 I� 2T ' ' J ,_ 8' SEWER ►WN Mar. - June
NV( UT =. - RCp\ - 8 G.V. (Sprigging can be done through July where water is available for irrigation.)
LOT 21 B 5' 0 DROP I - \ ,, / ,42' RCP 18 i _ �OP9 .
Soil amendments - Apply lime and fertilizer according to soil tests, or apply 300 ib/acre 10-10=10. ZG
,•,;,•;,°n eel.•
ANDYBROOK -, Sprigging -Plant sprigs in furrows with _a tractor -drawn transplanter, or broadcast by hand. �\' a
°;,•
42 4. P �'•°.•u
RAP. w.M. 48' RCP _ Furrows should be '4-6 in ches deep and 2 ft -apart. Place sprigs about 2 ft apart in the row with one end ...*,•;•;.a,:,
126 PG.45 , , _, / ®® " w V. POND-3 II s :::. s
CP at or above round level (Figure' 6.11d :, ;. o_
8 G.V.: R 9 ( 9 )
:•:•:.. , .... .
_. 8 _ .0
R-15. I / o - B. WATER N _ g ,5-sprigs ;,... ..........•,°,.,,,
Z NE' 2 Broadcast at rates shwon` above, 'and ,press .into to 1/2-2 ,inches`of soil with a disk. set straight .,..:,..•.••.•. •�°•: •.•,•.•.•.°.• .
c z \� _PP9
,Y / TC 11.22 _12 ro t` back toward the surface. .. °°' °•"
/ W1 so that spngs are not b ugh %11 �, ::%a,
INV 517
s5s"•.;
" 1` W2 Mulch Do not mulch.
' ::-
10' - Fertilize very sparingly - 20 Ib acre nitro en in spring with no hos horns..Centi ede rass•:•;..•;°:;:•:_;,:• ;•a••:•:•:'•-
o .\ o_ c .5 --18 maintenance v Y / 9 P 9 P P P 9 ;gr;o,.•;.,.•,,.•.•srr,;;3;.; P.•.•.•.
LOT 20Ar �;},° .. •�
! 2 W1 7 `� cannot tolerate high pH or excess fertilizer. 4.M.,,,g,;:;g.•:•:•:•;;. gi ;,;a;.z
I I / \ / 2=7.7' 1=1 • LIMITS OF �m
SANDYBROOK t - w �:.,:.;;.i;
54� 53 k r �r._°�
I 30' RCP cc'•, �;,�=13' C N� DISTURBANCE Table 6.11t - Seeding No. 5CP for: Well -Drained Sandy Looms to Dry Sands; 6' MIN ` ` S,
\M.B.26 PG.45 � 4 _ _ '
__r--' �A' / I` SDMH 11 �n 1=1.5 5 ��1 Low Maintenance :R.. `° {,
ZVI1T R-15 I r / / / /70P=10.75LOR EEC VEO p� W1=15, Seeding mixture
LIMITS'OF �� / ' G `5 R t Ib �{ ;$- bar
j..Y•1i•.i�f ,
IUGE
NARE CLOTH
MESH OPENINGS)
i INV=6.20 m R Zi �,�i Species a e ( /acre) �; tiir '•' ■ #
DISTURBANCE O CB,r27 SDMH-10 , W2=15' Pensacola Bahia rass 50 !vvvul o urc of
i E3� 0 9 N'Si1'� 1�C� WASHED STONE
DOUBLE GRATES ! TOP=14 87 Ste, . S�
\\\ N. RCP L=13' .. Sericea lespedeza 30 2-3' `m�: ;% NOTES:
/ TC=13.83 1N✓5.24 F•E.S. ?� '� Common Bermudagrass 10 COARSE AGGREGATE
INV=8 98 9 1. UNIFORMLY GRADE A SHALLOW DEPRESSION APPROACHING THE INLET.
�� w \ : 1_3:0 N j=6.17 /j' T 1.5 German millet 10 2. DRIVE 5-FOOT STEEL POSTS 2 FEET INTO THE GROUND SURROUNDING
/wu , � 13. ` �� \ 1� SILT FENCE THE INLET. SPACE POSTS EVENLY AROUND THE PERIMETER OF THE
' INLET AMA
, � / o J' Seeding Notes XIMUM OF, 4 FEET APART.
LOT 20B � � - re 15._ 1, \� O RCP 1. Where neat appearance is desired, omit sericea. TEMPORARY GRAVEL CONSTRUCTI®N ENTRANCE/EXIT
PP 3. SURROUND THE POSTS WITH WIRE MESH HARDWARE CLOTH. SECURE
+ % % COw /\V `Li ao- 2-36 R 2. Use common Bermuda only on isolated sites where it cannot become a pest. Bermudagrass may be NC1T TO SCALE THE WIRE MESH TO THE STEEL POSTS AT THE TOP, MIDDLE, AND
SANDYBROOK SSMH-s g.17: x • W F•1r5• re laced with 5 lb/acre acre centi ede rass.
I- t % t \! \! P / R 9 BOTTOM. PLACING A 2-FOOT FLAP OF THE WIRE MESH UNDER
Z f- __ T.OP=14.27j ^\ `V ✓ ` . lyV=5.0 THE GRAVEL FOR ANCHORING IS RECOMMENDED.
M.B.26 PG.45 I %INV=9.60- / \V \L \V \V . , .. Seedin dates
W Lek" � 100' WIDE g
ZONE : R-15 i Lw w / 55� � \V \� \, `�, x Apr. 1 - Jul 15
/� /� / EMERGENCY P Y HARDWARE CLOTH & GRAVEL
V ! 3 T ' \V .li \I/ .V \V \V ,� x z 6
s �o SPIuwAY INLET PROTECTION DETAIL
ITS OF \V \� \V \V \V \V \V `1' \!F , x AT ELEVATION =9.75 Soil amendments - Apply time and fertilizer according to soil tests, or apply 3,000 lb/acre ground
n \V \l� V \!, \V \V .I I SILT Nice " ::: (SEE OUTLET agricultural limestone and 500 lb/acre 10-10-10 fertilizer. NOT To: SCALE
5 6 DI NRBANG ' I, Ji
I L,_! LL_f / \V \V V \l, \V \V \ \V \V\V V Jr \l} \V \V \V ✓ ":`P OTECTION DETAIL) Mulch Apply 4,000 lb/acre grain straw or equivalent cover of another suitable mulch. Anchor by tacking
LOT 19A j V l with asphalt, roving, or netting or by crimping with mulch anchoring tool. A disk with blades set nearly ,
Q PRO \ \V \V \l `L \V ��!(C �`VA C� `! \V V `V V v �i!' straight can be used as a mulch ancoring tool. , I %1'S r_�'c
S NDYBROOK Z Z CONTOURS TO \V \1 ffE�LANDS, .V \I J \! \11 Maintenance - Refertilize the following Apr. with 50 Ib/acre nitrogen. Repeat as growth requires. May be 95 , + , ) . �; .
A - . T1E INTO 33 / \V `t' \V / I' �, vs \V 22,60 60 - -14 11,66
M.B.26 PG.45 -<Q' e,+"`� �5 r •V 'V \i' •V /P \V \V •53' AG: V \V V `V `V \V \V mowed only once a year. Where a neat appearance is desired, omit sericea and mow as often as need. o o.
Cl' r� GRADE J .V I!, .V \V \V \V NI, I. V .V ! v ✓ \V `\V `l� \V v V ' o o a 2-36" RCP I o 0 0
Q % Table 6.11v -Seeding No. 7CP for: Grass -lined Channels; Coastal Plain, Lower Piedmont, and Dry Soils in the - �_ o ° ° °000001.
�\ ZONE R-15 SILT FENCE i \V \I, .I, \, \V ,, \>,i .I, :V \Ii �\ \� .I
I°o 0 0 0 0 0 0 0 0 0 FLNW -
W/F•E•S• Central Piedmont o0-0000 0 0o 0000000
I -) j5�33-� \l. .V \V \l. .V •.!.I .1 V I- IV \V \V \'/ \V \V \V / \V IV N- INV=5.0 Seeding mixture
FLOW P°°°°°° g5' °o,°o°o o°o°o°o o°o°o° 115,15'
OUT 0 0 0 0 0 0 0 0 0 0 64.69 o 0 0
V \l• \V \V \V \V \V ` \V •V \V \V \l, \V \V \V V N.
\V \V \V Species Rate (Ib/acre) 000 00 FLAW o00000 0000°00 I 0 °°
I <! ! \V \l� \V V \I \, \t, \V \V ;V , LIMITS OF Common Bermudagrass 40-80 (1-2 Ib/1,000 ft"2) o 0 0 0°0°o0 °0000o0 i °o° o
M .; \J i -.J J V 1 / V P ,- l T i .
%.. \I, ..' • 1 li \f • \I • !� I •, � ♦I \! \! \ i \ / \I \ , S' \I fENC DISTURBANCE - O O
1 r J •.J ! J I V V V \V I J O°o°o 000° o° 0�
�„ - Seeding dates
01,
V \V V \i/,r• \V •V V V \V V \V \V \V ` \V \V `V Caostal Plain: A r. Jul
I W1=15' P Y T 2�.
I \V \V \V \l• jJ V V \V \I \t• \V \V ��., \V •l IV •V � Piedmont: Apr. 15 -June 30 1.5' THICK RIP RAF' WITH
Ji \! !., ; \. \I \V `� \V `V \%'� V ''�/ \1/ \V - W2=15' ONE LAYER ❑F FILTER
1.5' THICK RIP RAP WITH 6,88' 1.5' THICK RIP RAP WITH
J \l� J/ l V ! ••V J , ONE LAYER ❑F FILTER
` t q F ,, \! i\ \V \V L=13 Soil amendments -Apply lime and fertilizer according to soil tests, or apply 3,000 lb/acre ground FABRIC UNDERNEATH ONE LAYER ❑F FILTER . UNDERNEATH
\V / \V / `V ` J \✓ \V \!� \V \� lOiS' V I' \, J _ a ricultural limestone and 500 Ib acre 10-10-10 fertilizer. FABRIC UNDE
\ \V Q CT ✓ J 0 N D T=1.5' 9 / FABRIC UNDERNEATH
1 R 1 �R20 \ \V a, Id, ti �,.
,� Mulch -Use jute, excelsior matting, or other effective channel lining material to cover the bottom of POND #1 EMERGENCY SPILLWAY P ND #3 EMER ENCY SPILLWAY
I 5� \V IV ,V ,! � \y \V \V \V \V !yG, Fy \V \' \ \.V V \V\, channels and ditches. The lining should extend above the highest calculated depth of flow. On channel side pUTLET PROECTION ENCY SPILLWAY
�� POND P EMERG
V \V \!� \V \V V, \, \V ',5 t2 \V \V \V \V \1 slopes above this height, and in drainages not requiring temporary linings, apply 4,000 lb/acre grain straw OUTLET PROECTION
F y > NOT TO SCALE OUTLET PRt]ECTI®N
,V \V \V \V \ \V \?r \V \VO 6 a \V V \V \V and anchor straw by stapling netting over the top. NOT TO SCALE
I / Mulch and anchoring materials must not be allowed to wash down slopes where they can clog drainage NOT TD SCALE
, V `V \V V \lam '.,V \V \!l/,J,�, yJ' �' V .1, - \V devices.
/' ,V \/ \V ••V \V \V I. / \V \V \V� �CLAY RJ � Maintenance - A minimum of 3 weeks is required for establishment. Inspect and repair mulch frequently.
\� \V `V \V `V \V \V \V `V (SEE DEiAI Refertilize the following Apr. with 50 lb/acre nitrogen.
..I, �' O I/ Ix
� \I/ \f/ \V \I/ IV ,( �� \1/ \V \V
uMrrs of
`V` \V \V \V \1' \V \V \V \V ISTURBANC Refer to Appendix 8.02 for botanical names.
ASSI I/E ,, `V • V \V
.i a .
\ OMMON \V ,V \�
DEMAREST VILLAGE - I � { \V ` \V \V .� \ V
` a _ % j \l/ \V \V \V \V \> \V \V \V ,/ \ DESIGNER'S PLAN CERTIFlCATION:
. AREAR .
A
V N
, .
SECTION 2 N �•. \, \f,
M.B.39 PG.295 �°' ; 1. 3 Act
\�-r_ / ,#. `J \V V ✓ J \V i \V \V \V \J \V 'J `r, I HEREBY CERTIFY THAT THIS PLAN HAS BEEN PREPARED IN ACCORDANCE WITH .THE LATEST NEW HANOVER
ZONE R-2O ,z ° _\ ! I `V \V \V \V IV \V\ •.1/ \V \!1/ •V \✓ \V \V, ,_•L COUNTY ORDINANCES AND STORMWAETR DESIGN MANUAL .
\, ,, \I. \,, \V \V a, •i \, GRAPHIC SCALE
. 5 � SIGNATURE
74 i 1 \V \V •.V \V \V \V \V \V \ •.V `V \V \I/ \I! \. PRINT NAME TITLE: 2
\W 60 0 30 60 120 40
\V \I/ \V -.l. \V \V \I, \V ,\V \V \V \V ,V` DATE: - - - .
01 P - - -Y- -
.: \V \V \V \V \V \V \V \V \V , \V . \V V
REGISTRATION NUMBER:
.V 1. \!. \,� \V \V ai \ \V *V 1. .V \V V
si ( IN FEET )
. , 1, 1.s'+' , "1 � IGTON, NORTH CAROLINA 28412 PROJECT NO:
m � �� Phone MO-r392-5248 97
l Fax [phone]
'i, I i%7 � o t
,�rr 'I �� Omer RIDGE FIELD D IZC SHEET NO-.1 O
m a % �' 6800 WRIG AVE., SUITE 18
�"do c jl kf e.1� I- GTON, NORTH CAROLINA 28403
0 � �a. PHONE: 910-256-zl� 15
W OF:
PROPERTIES, LLC DUT Ada , ,�ipr
`: PRINT NAME TITLE . I 11 __\ .
D.B.2997 PG.590 DATE:
' (ri giff,
I\AutoCAD\2005\97\RIDGE-FIELD(1-17-07),clwg
rATE:
1-24-07
SCALE:
1 "=60'
DRAWN:
571.33' \V \V \V \I- \V \a •I,/ •\V \V \V \V `-': C FiWCE Ac�c.+ JCB
S 48°Ol'29" W \V " I.
\V \li \!/ `I/ \V •\V .V \V \V \V�p1.1 lI1Ch = 60 ft. °�� 1i►7►J P.C. CHECKED:
\V \V 201 J " `✓ \✓ J 1 e0! '. 1134'''YARD BOULEVARD •! \� -OWNER'S CERTIFlCATION _ea �ww, i s . ENGINEERING,
PERIPf�ErX \� J JBM
S�JSAC� 'I (WE) HEREBY CERTIFY THAT I (WE) AM (ARE) THE CURRENT OWNER OF THE PROPERTY AND THAT UPON
i \✓ -•V \V \V 1
1 RECEIPT OF AUTHORIZATION -TO -CONSTRUCT' ANY CLEARING, GRADING, CONSTRUCTION OR DEVELOPMENT,
`V ' NIP WILL BE PERFORMED IN ACCORDANCE WITH THIS PLAN AND THAT THE APPLICABLE ORDINANCES AND RULES OF .
NEW HANOVER COUNTY, THE STATE OF NORTH CAROLINA AND THE FEDERAL GOVERNMENT AND ITS
\ AGENCIES WHICH ARE HEREBY MADE PART OF THIS PLAN. AS THE OWNER, t (WE) ACCEPT FULL
1.RESPONSIBILITY FOR THE CONSTRUCTION AND OPERATION AND MAINTENANCE OF THE PROPOSED FACILITIES. I
....
(WE) WILL NOT ATTEMPT TO TRANFER OF THIS RESPONSIBILITY WITHOUT THE WRITTEN AUTHORIZATION OF
NOW OR FORMERLY 1.- �N _ NEW HANOVER COUNTY.' -
...
INLAND HARBOUR SIGNATURE:
K 0 b IN a ( NORTH CAROLINA ENVIRONMENTAL
XV. - MANAGEMENT COMMISSION
DIVISION OF WATER OUALITY

30" RCP
BYPASS PIPE
0.5' THICK WALL-,
WITH WEIR OPENINGS
(SEE SECTION A -A DETAIL)
54" RCP
0.5' THICK
OUTLET
STRUCTURE
C
4'
j 16.5'
7.5' 48" RCP
0.5' THICK
4, OUTLET
0.5' THICK WALL-` STRUCTURE
WITH WEIR OPENING C
(SEE SECTION B-B DETAIL)
5'
TSURUMI PUMP
MODEL # TOS10OC42.2
POND #1 BYPASS OUTLET STRUCTURE
PLAN VIEW DETAIL NOT TO SCALE
- TOP ELEV=12.60
WEIR #-
ELEV=8.50 TRASH
LENGTH=1' RACK
HEIGHT=0.25' _ WEIR #1
ELEV=6.83
LENGTH=4'
BOTTOM ELEV=1.5 - HEIGHT=0.25'
gFrTInNI A -A nFTAII
0.5' THICK 0.5' THICK
OUTLET OUTLET
STRUCTURE STRUCTURE
24" RCP 0.5' THICK WALL
F BYPASS PIPE NTH WEIR OPENINGS
0.5' THICK WALL
WITH WEIR OPENINGS (SEE SECTION G-G DETAIL)
(SEE SECTION D-D DETAIL) 4' 4.5'
30" RCP
r?s 15.0' BYPASS PIPE 15.5'
IF
36" RCP 6.0' 42" RCP 48" RCP 6' 48" RCP
0.5' THICK 0.5' THICK
OUTLET OUTLET
0.5' THICK WALL---"- 4 STRUCTURE 0.5' THICK WALL 4' STRUCTURE
WITH WEIR OPENING F WITH WEIR OPENING i
(SEE SECTION E-E DETAIL) (SEE SECTION H-H DETAIL)
4' 4>
TSURUMI PUMP TSURUMI PUMP
MODEL # TOS10OC42.2 MODEL # TOS10OC42.2
POND #2 BYPASS OUTLET STRUCTURE POND #3 BYPASS OUTLET STRUCTURE
C I PLAN VIEW DETAIL PLAN VIEW DETAIL
POND 2 DETAIL NOT TO SCALE NOT TO SCALE
NOT TO SCALE
-TOP ELEV=11.25
-TOP ELEV=12.9
- TOP ELEV=11.25
WEIR #2 -
WEIR #2 - 0 ELEV=7.5 RACK
TRASH
ELEV=11.0 TRASH LENGTH=0.25'
LENGTH=1' RACK HEIGHT=0.25' 0
- WEIR #1 TRASH
HEIGHT=0.25' 0 _ WEIR ELEV=6.3 RACK
ELEV=6.7 LENGTH=3.5'
LENGTH=1.0' BOTTOM ELEV=2.5 - HEIGHT=0.3'
BOTTOM ELEV=0.5 - HEIGHT=0.25' - WEIR
3 ALUMINUM ACCESS SECTION G-G DETAIL ELEV=5.0
nnnRs WITH PAnI nrK QF-rTInm n-F1 nF-TAII _ Dr,TTr,�� �� ���_, LENGTH=4'
v`v NOT TO SCALE-- - TRASH RACK - - - NOT TO SCALE NUI IU t)CALt
BOLTED IN PLACE (MIN. 3'x4');
4" OPENINGS 1 FOR EACH SECTION
,�` ti36" RCP 6" THICK SECTION H-H DETAIL
r�-TOP ELEV=12.60 INV=30 OUTLET STRUCTURE NOT TO SCALE
TRASH
RACK
WEIR
ELEV=4.0
LENGTH=5'
BOTTOM ELEV=1,5 - HEIGHT=1'
SECTION B-B DETAIL
NOT TO SCALE
TRASH RACK
BOLTED IN PLACE
WEIR -TOP ELEV=12.9
42" RCP 3 ALUMINUM ACCESS .
1� INV=3.0L I I WEIR DOORS WITH PADLOCK
TRASH RACK (MIN 3'x4')•
24" RCP BOLTED IN PLACE 1 FOR EACH SECTION
TSURUMI PUMP BYPASS PIPE TRASH 4" OPENINGS 6" THICK
MODEL # TOS10OC42.2 INV=6.5 RACK OUTLET STRUCTURE
POND I DETAIL 12" EXTENDED _ 48" RCP WEIR
BASE - WEIR INV=5.0 WEIR
ELEV=3.0
NOT TO SCALE 6' GROUT LENGTH-4'
WEIR TRASH RACK BOTTOM ELEV=0.5 - HEIGHT=1' 30" RCP
(SEE DETAIL) 6" THICK BASE TSURUMI PUMP BYPASS PIPE
SECTION E-E DETAIL
SECTION F-F DETAIL MODEL # TOS10OC42.2 INV=6.3
NOT TO SCALE 12" EXTENDED
NOT TO SCALE BASE �A\
ti 3.8' GROUT
WEIR TRASH
1 FOR EACH SECTION TOP ® WETLANDS RACK 6" THICK BASE
INV =4.0 RCP 4" OPENINGS 6" THICK ELEVATION OR HIGHER SECTION I-1 DETAIL
NV
OUTLET STRUCTURE
54" RCP TOP OF' POND v NOT TO SCALE
r ,
INV=4.0
WEIR WETLANDS
/- 3 ALUMINUM ACCESS
DOORS WITH PADLOCK
(MIN. 3'x4');
WEIR
NOTE: THE PURPOSE OF THIS
30" RCP LINER IS TO PREVENT THE AT LEAST 1 FT
BYPASS PIPE PROPOSED PONDS FROM THICK IF A CLAY
TSURUMI PUMP INV=6.83 DRAINING WETLANDS• LINER IS USED & ~"
MODEL # TOS10OC42.2
AREAS NEXT TO THE PONDS.
HAVING A
HYDRAULIC
12" EXTENDED
PERMANENT POOL
CONUCTIVITY OF NO
BASE
GREATER THAN
1 x1 O^-6 Cm/s
5.33' GROUT
WHEN COMPACTED,
WEIR TRASH RACK
OR THICKNESS AS
(SEE DETAIL)
6" THICK BASE
COMPACT THE POND
SAME AS VERTICAL
REQUIRED TO
EXHIBIT
SECTION C-C DETAIL
BOTTOM
LINER (SEE TEXT
S
TO THE RIGHT FOR
INTEGRITY & AN
INTEGRITY
NOT TO SCALE
MATERIAL &
BOTTOM OF POND
THICKNESS)
HYDRAULIC
0. 5'
CONDUCTIVITY NO
30,
GREATER THAN
1x10^4 cm/s IF
S�
3.34'
0 5'
A SYNTHETIC LINER
IS USED
Cy -P 24.83'MIN, 0.5'T CLAY 0R SYNTHETIC LINER DETAIL
CROSS SECTION
LEVEL SPREADER LIP & NOT TO SCALE
EL=6.16 LEVEL SPREADER LIP CONCRETE FOOTER DETAIL
TOP EL=6.50 NOT TO SCALE
INV=6.50 EL=6.43 30'
DESIGNER'S PLAN CERTIFICATION:
SLOPE=0.13% I+ -
I HEREBY CERTIFY THAT THIS PLAN HAS BEEN PREPARED IN ACCORDANCE WITH THE LATEST NEW HANOVER
-*50' VEGETATED FILTER COUNTY ORDINANCES AND STORMWAETR DESIGN MANUAL
RIP RAP OUTLET 30' MIN.
PROTECTION 3 FT WIDE STRIP OF FILTER SIGNATURE
INSTALL 24.83 LF LEVEL FABRIC WITH 4" LAYER OF CROSS SECTION j PRINT NAME TITLE:
SPREADER LIP & CONCRETE #57 STONE PLACED ON TOP
FOOTER PERPENDICULAR TO DATE
FLOW FROM PIPE (SEE DETAIL) REGISTRATION NUMBER:
PROFILE -CENTER OF VEGETATED FILTER EL=5.83 LEVEL SPREADER LIP
TOP EL=6.0
POND #1 VEGETATED FILTER DETAIL INV=6'17 EL=6.10
OWNER'S CERTIFICATION
NOT TO SCALE IPE
SLOPE=0,13%
30, TE'I (WE) HEREBY CERTIFY THAT I (WE) AM (ARE) THE CURRENT OWNER OF THE PROPERTY AND THAT UPON
50' VEGETATEO FILR RECEIPT OF 'AUTHORIZATION -TO -CONSTRUCT' ANY CLEARING, GRADING, CONSTRUCTION OR DEVELOPMENT,
RIP RAP OUTLET ; WILL BE PERFORMED IN ACCORDANCE WITH THIS PLAN AND THAT THE APPLICABLE ORDINANCES AND RULES OF
PROTECTION 3 FT WIDE STRIP OF FILTER NEW HANOVER COUNTY, THE STATE OF NORTH CAROLINA AND THE FEDERAL GOVERNMENT AND ITS.
P'P INSTALL 30 LF LEVEL FABRIC WITH 4" LAYER OF AGENCIES WHICH ARE HEREBY MADE PART OF THIS PLAN. AS THE OWNER, I (WE) ACCEPT FULL
O� SPREADER LIP & CONCRETE #57 STONE PLACED ON TOP RESPONSIBILITY FOR THE CONSTRUCTION AND OPERATION AND MAINTENANCE OF THE PROPOSED FACILITIES. I
FOOTER PERPENDICULAR TO (WE) WILL NOT ATTEMPT TO TRANFER OF THIS RESPONSIBILITY WITHOUT THE WRITTEN AUTHORIZATION OF
26.5' MIN. h' FLOW FROM PIPE (SEE DETAIL) NEW HANOVER COUNTY.'
CROSS SECTION PROFILE -CENTER OF VEGETATE SIGNATURE:
D FILTER
EL=5.96 LEVEL SPREADER LIP POND #3 VEGETATED FILTER DETAII PRINT NAME TILE:
TOP EL=6.30 NOT TO SCALE DATE:
INV=6.30 EL=6.23
f
E SLOPE=0.13%
CENTIPEDE SOD TO BE
-�50' VEGETATED FILTER® PLANTED ON SIDE SLOPES
RIP RAP OUTLET AND POND BOTTOM
PROTECTION 3 FT WIDE STRIP OF FILTER TOP OF BASIN l
INSTALL 26.5 LF LEVEL FABRIC WITH 4" LAYER OF
SPREADER LIP & CONCRETE #57 STONE PLACED ON TOP S
FOOTER PERPENDICULAR TO -X.INFILTRATION BASIN
FLOW FROM PIPE (SEE DETAIL) BOTTOM OF BASIN
PROFILE -CENTER OF VEGETATED FILTER
POND #2 VEGETATED FILTER DETAIL INFILTRATION BASIN CROSS SECTION TYPICf
NOT TO SCALE NOT TO SCALE
Jtt LINtK Ut I AIL
TOP OF POND TOP OF POND
SEE LINER DETAIL CENTIPEDE SOD TO BE
PLANTED ON SIDE SLOPES
PICKEREL WEED, BLUE FLAG IRIS,
CATTAILS, OR DUCK POTATO TO BE
PLANTED ON POND #2 BOTTOM; 5'
BOTTOM OF EACH POND TO
1. UI
SURD !PUMP
C -SERIES
CUTTER -TYPE - SEWAGESI. WASTEWATER PUMPS
DIMENSIONS
-
TOS100C42.2
Q
TOS10OC43.7
© ®
o
61/2 Al
A2
_
11 5/16
10 5/8
A
(288)
(270)
I 91116
Pu,nP Tn
(230)
7 11/16
(195) " c
o LO
�,0 3,5 .
LO CO Lo
N q
2
3.0 2,5
-
3
5,0 1.5
'
Bolts & Nuts
2-M10x40L
•
2 3/8 A3
i 31/8
(60) ;
(80)
'
32A-SGPW
C.W.L.
(Option)
4" JI310K (15OPS1) Flange
with
4" NPT
Companion Flange
�--
L.W.L.
o
rn
------------
- r
-
(1
- -
T
-
_
j
6 11/16
I 9/16
(15)
Anchor Bolts (Option)
1(40)
(170)
! (1155)
4-M16x120L
8 11/16
9 13/16
(220)
(52 0
C.W.L.:Continuous running
Water Level
L.W.L.:Lowest running
Water Level
Model
HP
NOM.
SIZE
Pump & Motor
C.W.L.
L.W.L.
Wt.
lbs.
A
I Al
A2
A3
D
D1
D2
H
H2
W1
W2
TOS10OC42.2
3
4"
19 1116
13
6 1/16
10 5/8
13 1/16
6 7/16
5 9/16
124 13/16
9/16
1 23
9 1/2
141
TOS100C43.7
5
4"
1 19 5116
13
1 6 5/16
10 5/8
13 318
1 6 7/16
6 7/8
T27 9/16
3/8
1 25 3/4
9 5/8
176
Model
kW
NOM.
SIZE
Pump
&Motor
C.W.L.
L.W.L.
Wt.
k
A
Al
A2
A3
D
D1
D2
H
H2
W1
W2
TOS10OC42.2
2.2
100
484
330
154
270
331
164
1 167
631
1 15
585
240
1 64
TOS100C43.7
3.7
100
490
330
160
270
339
164
1 175
700
1 10
655
245
180
BE COMPACTED
BOTTOM OF POND PERMANENT POOL
RETENTION POND CROSS SECTION (TYPICAL) _
NOT TO SCALE
GI\AutoCAD\2005\97\RIDGE-FIELD(1-17-07),dwg
) 3 DETAIL
T TO SCALE
PIPE SYSTEM - POND #1 ;
FROM
TO
SIZE(IN)
LENGTH(FT)
SLOPE(FT/FT)
U.S. INVERT (EL)
D.S. INVERT(EL)
CB-1
CB-2
18
34
0.0032
17.25
17.14
CB-2
SDMH-1
18
178
0.0032
17.14
16.56
SDMH-1
CB-4
18
158
0.0018
16.56
13.61 -
CB-3
CB-4
18
32
0.01.5
114.09
13.61
CB-4
CB-6
24
311
0.0132
13.61
9.50
CB-5
CB-6
18
32
0.003
10.46
9.50
CB-6
SDMH-2
30
119
0.003
9.50
9.14
SDMH-72
CB-8
30
170
0.01
9.14
7.44
CB-7
CB-8
24
32
0.04
8.72
7.44
CB-8
SDMH-3
36
193
0.003
7.44
6.85
SDMH-3
CB-10
36
113
0.0119
6.85
5.50
CB-9
CB-10
24
32
0.04
6,78
5.50
CB-10
CB-12
42
302
0.0014
5.50
5.06
CB-12
CB-11
42
32
0.0218
5.06
4.36
CB-11
OS-1
48
15
0.024
4.36
4.00
OS-1
POND-1
54
151
0.000
4.00
14.00
PIPE SYSTEM - POND #2
FROM
TO
SIZE(IN)
LENGTH(FT).
SLOPE(FT/FT)
U.S. INVERT (EL)
D.S. INVERT(EL)
CB-16
CB-17.
18
18
0.0333
8.10
7.50
CB-17
SDMH-4
24
154
0.003
7.50
7.03 .3
SDMH-4
SDMH-5
30
74
0.0274
7.03
5.00
CB-14
CB-15
24
24
0.0229
7.40
6.85
CB-15
SDMH-5
30
36
0.0514
6.85
5.00
SDMH-5
CB-13
36
50
0.036
5.00
3.20
CB-13
OS-2
36
13
0.0153
3.20
3.00
OS-2
POND-2
142
136
10.000
13.00
13.00
it■■■■■■■N■■■■N■■■NeMEE■■■■■■■
minim
ISO■■■
■■■■
minim
■OE■■IEEE■■■
Ell
■■■
Elm
■■EEO■■■■■■■■
OOP
■■■EIS■e■■■■MOOMOO■■
■SSEEM
■E■■■■■■■■■
■■ISM■■■■■■■■
■■■■■ME
BOOM
■■■■■■■■■■■■■■
■■■N■■■■■■■■■■■EMBOSS
■■■■■■■■■■■■■■■■
■■■■■■■■■■■■■e■■EME■■
MEN
■■■■E■■■■E■■■■
■UN■■■■■■■■■■o■■■EE■NM■E■EM■M■■■e■■■■■
■■■■■■■■■■■■■EI■■■M■ ■■■■■■■■■■■■■■■■■■ =5.0
1' 0 25' n TRASH RACK TO BE MADE OUT OF ALUMINUM
o & BOLTED.IN PLACE. INVERT OF BOTTOM
ROW OF OPENINGS IS TO MATCH INVERT OF
WEIR OPENING.
TRASH RACK DETAIL
FOR POND #3
NOT TO SCALE
0.38'
POND
1
ELEV. (FT)
AREA (SQ. FT.)
INCREMENTAL
VOLUME (CU. FT.)
CUMULATIVE
VOLUME (CU. FT.)
4
9,178
0
0
5
10,778
9,978
9,975
6
12,452
11,614
21,593
7
14,197
13,324
34,917
8
16,026
15,111
50,029
9
17,948
16,986
67,016
10
19,963
18,955
85,972
11
22,056
21,009
106,981
12
24,221
23,138
130,120
12.5
25,331
12,387
142,508
IMPERVIOUS AREAS SQUARE FEET
POND
HOMES BUA
WALKS
ROADS
OTHER
TOTAL
1
70,000
9 572
70,363
-
1149,935
2
34,200
3,152
23,878
-
61,230
3
102 600
8 521
62 544
-
173,665
POND 2
ELEV. (FT)
AREA (SQ. FT.)
INCREMENTAL
VOLUME (CU. FT.)
CUMULATIVE
VOLUME (CU. FT.)
3
1,144
0
0
4
2,024
1,584
1,584.
5
2,999
2,511
4,095
6
4,045
3,522
7,617
7
5,163
4,604
12,221
8
6,353
5,758
17,979
9
7,615
6,984
24,963
10
8,949
8,282
33,245
11
10,356
9,652
42,897
12
11,834
11,095
53,992
12.5
12,601
6,109
60-101
POND 3
ELEV. (FT)
AREA (SQ. FT.)
INCREMENTAL
VOLUME (CO. FT.)
CUMULATIVE
VOLUME (CU. FT.)
5
30,792
0
0
6
34,070
32,431
32,431
7
37,486
35,778
68,209
8
41,040
39,263
107,472
9
44,734
42,887
150,359
10
48,571
46,653
197,012
10.75
51,544
37,543
234,555
PIPE SYSTEM - POND #3
FROM
TO
SIZE(IN)
LENGTH(FT)
SLOPE(FT/FT)
U.S. INVERT (EL)
D.S. INVERT(EL)
CB-32
CB-23
18
24
0.0033
6.72
6.64
CB-23
CB-24
18
47
0.003
6.64
6.50
CB-22
CB-33
18
25
0.0032
6.70
6.62
CB-33
CB-24
18
41
0.003
6.62
6.50
CB-24
SDMH-8
24
228
0.003
6.50
5.81
CB-19
CB-18
24
18
0.02
7.56
7.20
CB-18
CB-34
24
124
0.0031
7.20
6.81
CB-34
CB-20
30
1.26
0.006
6.81
6.05
CB-21 `
CB-20
18
18
0.04
6.77
6.05
CB-20
SDMH-8
36
171
0.001.4
6.05
5.81
SDMH-8
CB-26
42
117
0,001
5.81
5.69
CB-25
CB-26
18
24
0,04
6.65
5.69
CB-26
SDMH-9
42
218
0.001
5.69
5.47
CB-27
SDMH-9
18
130
0.027
8.98
5;47
SDMH-9
SDMH-10
42
228
0.001
5.47
524
SDMH-10,
CB-29
42
72
0.001
5.24
5 17
CB-30
CB-31
18
24
0.0033
5.80
5.72
CB-31
CB-29
24
145
0.0038
5.72
5.I17
CB-28
CB-29
18
24
0.04
6.13
5.I17
CB-29
OS-3
48
16
0.001
5.17
5.00
OS-3
POND-3
48
24
0.000
5.00
5.00
N
CD
ELEV=4.0,
1' 0.25" 10 IMM3n RM%,n 1U DL mr�UL vUi Ur ML-um"Oum
& BOLTED IN PLACE. INVERT OF BOTTOM
o ROW OF OPENINGS IS TO MATCH INVERT OF
WEIR OPENING.
TRASH RACK DETAIL
FOR POND #1
NOT TO SCALE
0.63'
i■O■O■■■■■EMOONN■■■■■■■OO■■■e■■
MEN
■■■■
■■■■■■■■ISOMOO■E■■■■■■■■■■■■■■■■■■■■■■■
�INEE■E■■■■eNN■■■■■■■■E■EE■M■■M■■■■■■EIS■
■■■■■■■■>•■■■■■■■■■■■■
MIN
IS■■■
MEMO
■■■■■■
MEN
■■■■■■■■ME■■■■■■INN■■■■■EEO■■■MOO■■
ism
■■■I■■e■■■■■■■■MIN
minim
■■■■■■O■N■■■■■■
Il`i■■■NE■ISM■■■!,■■■■ISO■■■■■■■NEEISOISO■■■■
.
=3.0
1° 025' N TRASH RACK TO BE MADE OUT OF ALUMINUM
o & BOLTED IN PLACE. INVERT OF BOTTOM
ROW OF OPENINGS IS TO MATCH INVERT OF
WEIR OPENING.
TRASH RACK DETAIL
FOR POND
NOT TO SCALE
DETAIL SHEET
DATE:
1-24-07
RIDGE FIELD
AT MIDDLE SOUND SCALE-
N.T.S.
HARNETT',TOWNSHIP
NEW HANOVER COUNTY NORTH CAROLINA DRAWN:
JCB
ASS ENGINEERING, P.C. CHECKED:
� J"�0
1134 SHIPYARD BOULEVARD JBM
®®®`®®
G'1'®ld, NORM CAROLINA 28412 PROJECT NO:
}
Phone [phone]
Fax [phone]
® /
0,n4,xr RWGE FEUD DZVEIDPMENT, LLC SHEET N0: 11
8800 WMGffrSV= AVE., SU1TE 18
•Y
Op }l5
so wq"
MENG`PON, NORM CAROUNA 28403
PHONE: [phone]°Y00 1 5
OF:
i! rn r Y-a 1d t
MAR
NORTH CAROLINA ENVIRONMENTAL
_ _ AAAA1Af`,�AA�'Alt' l°�flAA8ABf9C�IPite1
DIVISION OF WATER OLIAUTY
.r.. ;. ... w : ,•`'`. .. _. .. Ise'.:.: rY�,44. � �,,.�.. +.� '..w--.,..-..:_..._..a_. .� _

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1 ------�----1-----,----1-r-- \ \ LOT 33-
1 I , \ V. ------ (60 PUBLIC R/W)
/ /
QUEENS POINT
9A' '/ / --------------- ------ -----
LOT 1 1 �' �'� i LOT 18 /) l I I [ I I I I, LOT 31 \ / i ,_________________------ hb ��
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1 1 WELL SITE t , LOT 17 LOT 19 1 LOT 20 ,' / / LOT 21 I LOT 22 I LOT 23 I LOT 24 j LOT-25 I LOT 26 1 'LOT 27•,I I 1 LOT 29\ LOT 30 \ QUEENS POINT
` tl QUEENS POINT It i QUEENS POINT j QUEENS POINT QUEENS POINT I QUEENS POINT �/ / /QUEENS POINT QUEENS POINT QUEENS POINT I QUEENS POINT I QUEENS POINT i QUEENS POINT i QUEENS POINlt t i LOT 28 1 QUEENS POINT `\ QUEENS POINT \\ SECTION 2A
1 5ECTION 1 QUEENS POINT
11 I SECTION 1 1 SECTION 1 I SECTION 1 t SECTION 1 I SECTION 1 / / I SECTION 2A I SECTION 2A SECTION 2A QUEENS POINT 1
1 M.BAO PG.6 1 1 I t / / SECTION 2A I SECTION 2A ' SECTION 2A` i j ' SECTION 2A I t + 1 \ SECTION .2 M.B.11 PG.20
1 t ZONE : R-15 1 M•B•10 PG.6 1 M.B.10 PG.6 I M.B.10 PG.6 I M.6.10 PG.6 M.B.10 PG.6, �/ �/ M.B.11 PG.20 M.B.11 PG.20 I M.B.11 PG,20 1' M.B.11 PG.20 I M.B.11 PG.20 I M.B,11 PG.20 I M.B.1 i PG.20i i SE 110P 0 1 M ®110PG `\ M.B.11 PG.20 \\ZONE : R 15 \\ / / I EXISTING DITCH NOW OR FORMERLY
1 1 I 1 ZONE R-15 1 ZONE : R-15 11 ZONE : R-15 I ZONE : R-15 1 ZONE R /Y5 / ---ZONE--R-15--1--ZONE. 8-15- -- ET�_1� _TZONE R-154_-ZQNE R�15 I ZONE : R-15 + ZONE : R-151 t M.B. G 11 \ZONE R-15 \ \\ / / I I WILLIAM E. LEWIS
1 1 NIP t t--------------4-------- 1____-_-___-- , / I --------_ ZONE : R-15 ZONE R-15 (WATERS OF THE U.S.)
1 , „ t - - - - - -, / 1 I 1 ---------- ' \\ \ ` / + LOCATION MAP
I _ / I I: I 30' DRAI GE EASEMENT o P --1-____-______ L.__ \ i / I
1 2i3.8s - _ - - - ®_ - _ _ _ �% _ ,� - _ _ 42 1933°' '1823.81' �- - -- �__-___----a\-� ,/ NII ZONE : R-15
533,90', P �. N 40 18 06 E NIP NOT TO SCALE
l 76.42 w N a w w ss� W � s �612 36
A� y srOp 16.73 ACRES OF THE PREMISES SURVEYED. IS WITHIN
EXISTING DITCH
1. •�'°!_ �°`'- -�I a .• F s �' >�...� '-�'`"' _ _ EXISTING DITCH BANK 'o° A FLOOD HAZARD AREA ACCORDING TO THE FLOOD
-WETLANDS_ _._ �___ - - - _ r - _ a.__
PAW rn G7• -(WATERS-OF S OF: THE __ U.S _ y�l _u / V r ie
U.S.) (WATERS OF THE U,) a INSURANCE RATE MAP FOR NEW r1ANJJ�R CUJNT(, _ -
,� '� AREA A 9�;7� jas rs WETLANDS Y yy °�`' NORTH CAROLING (COMMUNITY PANEL No. 370168
11 1 EXISTING DITCH BANK 0.04 AC. y yyy 0045 E REVISED SEPTEMBER 3, 1992).
Chaol AREA C 3Y Y y '�oa
t (WATERS OF THE U.S.) <` dace N EXISTING DITCH BANK ` w
0.11 AC.'
i ` NIP WATERS OF THE U.S.)
1
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�-30'I DRAINAGE j EASEMENT I ...
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1 1 i I 1 I I/ I-- I -------I -- I-__ FX1TfNG--DiTI£M---- t- --- I� I I I I I I� ...�:..T____... y Y y y Y y
1 1 LOT I LOT126 I LOT 127 I LOT 128 , :. i, I I I I I I I 1-----I------I -- -- I I „„ y y y y
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11 i SECTION 1 I SECTION 1 I I LOT130 j LOT131 I I l I i ? I ` i, I I+ i I i I I �
SECTI�N 1 I SECTI N 1: / SANDYIROOK I I
1 1 M.B.24 IPG.13 I M.B.231 PG.44 I M.B.23 IPG.44 I M.B.23 G.44 �� i ,� SECTION 1 I t SANDYBROOK I SAND ROOK I LOIi 32 I I I I I I I I I I I I I 0
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_ SCHEDULE OF CALLS ALONG SCHEDULE OF CALLS ALONG SCHEDULE OF CALLS ALONG SCHEDULE OF CALLS ALONG SCHEDULE OF CALLS' ALONG I I ZONE : R-15 ° : SURVEY REFERENCE:
- , " „ "D" WETLANDS AREA "E" UPLANDS AREA E" WATERS OF `THE U.S. _- __ -; _-I LOT 24A ��- ° j DEED BOOK 838 PAGE 815
wri aNn� aRFA a WFIANDS AREA -C WETLANDS A,EA
-.NUMBER _
-_DIRECTI❑N
DIS_TANE�C
396-395 1
N
71°09'05'
E
16,10'
-
3 95 394
S
81 24 20
E
12,40
394-393
S
02'46'56'
E
9.63'
393-392
S
04059134'
W
7,82'
392-391
S
18°34'57'
E
11,21'
391-390
S
37°03'34'
W
14.52'
390-389
S
24046'30'
E
12.87'
389-388
S
02°46'12'
E
10,69'
388-387
S
15°22'06'
W
19,30'
387-386
S
27°36'36'
W
13,89'
386-385
S
14°39'44'
E
9.34'
385-916
S
48.12'11'
E
10.03'
916-915
S
41°47'49'
W
9,68' -
915-405
N
37°17'51'
W
15A2'
405-404
N
06009'21'
W
11,90'
404-403
N
14043'37'
W
13,35'
403-402
N
02°46'56'
W
10.45'
402-401
N
64°43'll'
E
9,74'
401-400
N
42036'18'
W
8,67'
400-399
N
08°10'25'
W
12,55'
399-398
N
33°54'38'
E
12,39'
398-397
N
22-47710'
W
19,71'
397-396
N
23010110'
W
15.10'
SCHEDULE OF CALLS ALONG
WATERS OF THE U.S.
NUMBER
DIRECTI❑N
DISTANCE
909-910
N
22°32'32'
E
6,58'
910-911
N
37°20'50'
E
58,90'
911-912
N
43-02139'
E
92.73'
_
912-913
N
41°19'13' E
124,20'
913 -914
N
' 49 25 29'
E
24.26'
914-917
N
41047'49'
E
134.77'
917-918
N
42004'15'
E
95.55'
918-919
N
38424'10'
E
89,17'
919-920
N
42°41'06'
E
167,01'
920-921
N
40°48'58'
E
111.82'
921-922
N
43430'01'
E
68.11'
922-923
N
43°23'57'
E
30,08'
923-909
IS'
41°34'43'
W
1002.16'
NUMBER '
DIRECTI❑N
DISTANCE
937932
14
-
42.19'33' LL Er
9
932-933
S
11402'41' W
12,73'
933-507
N
40°28'24'
E
34.21'
507-508
S
01`21'03' W
26.46'
508-509
N
67'26'59'
E-
17,58'
509-510
S
08920'20'
W
12.87'
510-511
S
38`55'25'
W
17.49'
511-512
S
58008'32'
W
25,01,
512-513
S
15'23'56'-
E
10.27''
513-514
S
03°44'57'
W
15,7,V
514-515
S
34°40'33'
W
8,89'
515-516
S
29'27'50'
W
16.37' '
516-517
S
40°23'06'
W
11.91'
517-518
S
27026'28'
E`
35.01'
518-520
S
04°58'10'
E
25.31'
520-521
S
47°08'38'
W
11.93'
521-522
N
25059'54'
W
22,79'
522-523
N
65°34'38'
W
12.21'
523-524
N
39°41'36'
W
15,69'
524-525
N
30048'47'
E
17.64'
525-526
N
10056'43'
E
21.63'
526-527
N
25°20'38'
W
36,98'
527-930
N
40'28'24'
'E
43,75'
930-931
N
04014'18'
E
1L62' '
NUMBER
DIRECTI❑N
DISTANCE
924-925
N
39'46'07'
E
19,48'
925-926
N
41°16'58'
E
137,33'
926--927
N
41°04'03'
E
72,58'
927-928
N
41959'21'
E
100.61'
928-929
1 N
42°16'34'
E
102,75'
929-924
S
41°34'43'
W
432,72'
...NUMBER
DIRECTION
DISTANCE
C
90-,A =-90:� .
°C
5...46 �51r:
E
/
120.03_-_
905-199
S
28°38'2 <'
W
36,31'
199-200
S
60'09'311-. W
23,95'
200-201
S
34°39'36',
W
29.92'
201-202
S
09°48'44'
E
38,43'
202-203
S
06°24'02"
W
45,11'
203-204
S
05°02'32'•
E
37,24'
204-205
S
56°01'07' E
13,03'
205-207
S
34°46'53'
E
59,86'
207-209 _
S
25°06'05'; E
34.29'
209-210
S
17'11'16',,E
61.42'
210-224
S
05.56'36";'
W
44,22'
224-225
S
23°39'07" E
9.33'
225-226
S
33032'13'•
W
29,91'
226-227
S
34'54'42'
W
43,28'
227-228
S
36°11'18', W
34.39'
228-230
S
31°58'08,'
W
35,66'
230-231
S
24018'02'
W
22.79'
231-232
S
67°42'36'
W
19,66'
232-233
S
52°4l'27`
W
34.81'
233-234
N
49025'2�'
W
18.73'
234-235
S
64°18'341'
W
29,59'
235-178
S
49°00'56'; W
35,39'
178-177
N
63°54'21'
W
23.09'
177-176
N
05941'10' W
45,03'
176-175
N
11036'01'._W
26.63'
175-174
N
81°47'26',
W
42,12'
174-161
S
72045'39'
W
34,73'
161-162
N
48037'10', .
W
37,98'
162-163
N
50019'32`, E
53,76'
163-164
N
39°40'28'
E
55.98'
164-165
N
37°45'07'..
E
38,87'
165-180
N
16°4444':
E
64,87'
180-181
N
69°02'39,'
E
37.25'
181-182
N
53057'08'
E
35,20'
182-183
N
10°10'06'i W
33.12'
183-184
N
51°39'171r
E
33.84'
184-185
N
23°09'22'
E
28,22'
185-186
N
00°42'24"
W
34.22'
186-187
N
15°41'27'
E
43,37'
187-189
N-01057'4`
1
W
54.80'
189-190
N
.14015'525,
E
35,35'
190-191
N
21°35'53'
W
35,20'
191-192
N
20"51'45,r
W
9,84'
192-193
N
70418'41,
W
30,40'
193-194
N
61043'30'
W
40.84'
194-195
N
15°19'32',
E
49.70'
195-904
S
80032'54'
E
59,07'
NUMBER
DIRECTION
DISTANCE
906-907
S
48'01'29'
W -
270.34'
907-278
N
66°0242'
W "
34.58'-
-
278 279 '
S
° Y
;83 16 14
W
29,87'
279-280
N
80°21'05'
W
34,36'
280-281
N
61029'55'
W
26.71'
281-282
N
72034'27'
W
42,77'
282-285
N
31053'30'
W
44.69'
285-286
N
06012'21'
E
33,12'
286-287
N
76035'21'
W
49.32'
287-288
S
39°31'18'
W
33,84'
288-289
S
66°03'00'
W
25,62'
289-290
S
28°51'28'
E
28,89'
290-291
S
20046'45'
E
41,86'
291-292
S
25°09'12'
W
50,19'
292-293 IS
13°57'52'
W
41.80' '
293-294 IS
02°19'44'
E
43,05' ,
294-908
S
66053'43'
W
40,74'
908-901
N
48°02'17'
W
84,68'
901-252
N
19°00'11' E
116.78'
252-251
N
05035'49'
W
44.22'
251-250
N
15°18'24'
E
58.04'
250-249
N
03°14'18'
W
27,15'
249-248
N
37910'13'
E
31,87'
248-246
N
29°39'07'
W
45.29,
246-245
N
42016'23'
E
22,52'
245-244
N
46°00'38'
E
90,83'
244-243
S
44*41154'
E
49.15'
243-241
N
45°48'07'
E
60:09'
241-240
N
37019'35'
E
40.59'
240-239
N
35030'02'
E
58,55'
239-902
N
28915'37'
E
52,97'
902-903
S
46056'12'
E
16.77'
903-263
IS
30007'18'
W
69,14'
263-264
S
10°59'54'
E
32,13'
264-265
S
02031'35'
E
34.91'
265-266
S
35°50'46'
E
32,98'
266-276
S
37033'47'
E
48,79'
276-275
S
55018'17'
E
41,47'
275-274
S
59042'07'
E
48,05'
274-273 _
N
84°50'03'
_ E__
29,35' <.:
273-272
N
78043'06'
E
42.39'
272-271
S
75'25'16'
IT
48,77'
271-270
S
89°44'57'
E
34,90'
270-269
IS
55°17'30'
E
20,41'
269-906
I S
58°O5'28'
E
10,53'
NUMBER
DIRECTION
DISTANCE
302-303
S 86.42 00
W,-.-
30.31
303-304 `'
N 56417'41'
W
34,14' ,
304-305
N 40 42 44
W
36,66'
305-306
N 24040'09'
W
31,98'
306-307
N 42°41'09'
W
47,02'
307-308
N 39042'32'
E
15,45'
308-309
S 79°22'52'
E
37,43'
309-310
S 50°18'33'
E
31.34'
310-311
IS 40°18'42°
E
12.62'
311-300
S 51°56'52'
E
42.68'
300-301
S 24417'51'
E
29,14'
301-302
S 05o98'O6'
E
31,26'
SCHEDULE OF CALLS ALONG
UPLANDS AREA "D"
NUMBER
DIRECTION
DISTANCE
222-223
S 87057'57'
E
39,87'
223-206
S 50021'00"
E
25,58'
206-219
S 10°49'34'
W
52,81'
219-211
S 04058'36'
E
37,41'
211-212
S 07°17'01' E
25,95'
212-213
S 36047'17'
W
30,80'
213-229
S 04°14'58'
W
46.34'
229-214
S 64°35'41'
W
29,00'
214-215
S 49°24'34'
W
41,62'
215-173
S 6703247'
W
34,47'
173-172
S 66024'55'
W
21.64'
172-171
N 23°57'55'
W
27.50'
171-170
N 05°43'08'
W
23.70'
170-169
N 21°19'00'
W
28,29'
169-168
N 27038'30'
W
36,59'
168-167
N 30°57'38'
E
31.72
167-166
N 10054'51'
E
50,75'
166--216 -
, N 20 02-85' E
38.12
216-217
S 71050'39'
E
38.98'
217-218
N 84000'48'
,E
28,21'
218-220`
N 16°05'53'
W
36,18'
220-221
N 30009'21'
W
28.69'
221-222
IN 35°49'41'
E
22.48'
NUMBER
DIRECTI❑N
DISTANCE
934-935
N 49.17'24`
W
69.43' '*
935-936
N, 54'10'20'
W -
54.43'
936-937
N 48'26'25'
W
79.68"
937-938
S 42°59'4,2'
W
30,67'
938-939 IS
44011'06'
W
48.21'
939-940
N 42°19'33'
E
94,44'
940-941
N 40°18'06'
E
612,36'
941-942
S 46056'12'
E
2,99'
942-943
S 37°38'56'
W
29.60'
943-944
S 40012'30'
W
54,45'
944-945
S 38°50'56'
W
78.08'
945-946
S 41°12'12'
W
61,98'
946-947
S 42002'13'
W
71,25'
947-948
S 41°57'30'
W
61,30'
948-949
IS 40°22'46'
W
58.97'
949-950
S 40002'48'
W
54.87'
950-951
S 37057'19'
W
54,73'
951-952
S 39°09'46'
W
61,88'
952-953k
S 37026'31'
W
23,46'
953-954`
S 46°45'26'
E
74.77'
954-955
S 50010'56'
E
67A7'
955-956
S 52037'35'
E'
56,98'
956-934
S 41°34'43'
W
55,14'
1 I ; SANDYBROOK __I - -- _
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DEMAREST VILLAGE • (�' w l y y .Y .Y TAX PARCEL R-04400-004-004-001
• SECTION 2A , 641 QyWy v yyyy y yyyy Ywy`Y.y . 2�3 TAX PARCEL R-04400-004-008-000
\ M.E�39 PG.295 <', i co y w y Y Y v •Y •Y
ZON2.,, R-20 y .y Y, Y y •Y y 2�2 TAX PARCEL R-04400-004-007-000
t r \ y w •Y � .v .Y
LEGEND \. ,1 r 'z y yp� �,� y Y Y Y •Y V •Y TAX PARCEL R-04400-004-006-001
e ' �\ OIP ` '. 4 v��u\'`•Y •Y .y Y v Y W •Y �;._ v •Y 1'ti
.00®99 y y y Y Y 'TAX PARCEL R-04400-004-006-002
EXISTING DITCH (WATERS OF THE UNITED STATES) ..
THIS CERTIFIES THAT THIS COPY OF THIS PLAT ACCURATELY DEPICTS THE BOUNDARY OF�THE `\ m y y Y Y i •Y Y • ^`
PROPERTY LINE I S 1��9„ yyy .Y •Y Y y Y HARNETT TOWNSHIP NEW HANOVER COUNTY
JURISDICTION OF SECTION 404 OF THE CLEAN WATER ACT •AS DETERMINED BY THE UNDERSIGNED ON `\\ ' 571,3�' w 1, ` '" ''
- CENTERLINE THIS DATE. UNLESS THERE IS A CHANGE IN THE LAW OR OUR PUBLISHED REGULATIONS, THIS \ f ••, Y y IP NORTH CAROLINA MARCH 30, 2006
C UTILITY EASEMENT
DETERMINATION OF SECTION 404- JURISDICTION MAY BE RELIED UPON FOR A PERIOD NOT TO EXCEED ' "`
,.:,,. •..,..:...., ....<<.. ,.- .,1.- , FIVE YEARS ` FROM THIS DATE. THIS DETERMINATION WAS MADE BY UTILIZING THE 1987 CORPS OF NOW OR FORMERLY
�` I INLAND HARBOUR
ENGINEERS WETLANDS DELINEATION MANUAL. \ PROPERTIES, LLc ur
Y
\� / ,,.:•.. .,,, WETLANDS �l% �\ i O
\1
I
`\\ I D.B.2997 PG.590
NEW IRON PIPE (NIP) ` -
REGULATORY OFFICIAL \ ZONE R-20
OLD IRON PIPE (OIP)
' \ i i SHERWIN D. CRIBB
OLD IRON PIN (O,I.PIN)
TITLE \. I
\ I '� i N.C.PROFESSIONAL LAND SURVEYOR L-1 099 ;lb
_ ucTURE 26.69 AC. I,
STORM SEWER WITH STR DATE / o ® \` ' ' 1 144 SHIPYARD BLVD. wv
UPLANDS
4.02 AC. WETLANDS ' ' WILMINGTON,NC 28412
........................................ FLOOD LINE 11 (TRACED FROM FIRM) icro yo0 (a/
USACE ACTION 1D \� 910-791-0080
- - -WSF- - - WOODED SWAMP FOREST (WSF) 30.71 AC. TOTAL '

R DGE
FIELD
�
� .
� \ /( /|\]| / \`�/ \`~� | � L-� \
| | \ \ \ \ \MV -- \ LOT 32 \
SSMH-8- �2 1 1 �_ // 7 i -, \ 9.68 A 16
4 5 A6 9 10 11 12, 13 z
DRAINAGE EASEMENT B-10
LOT LOT 8 INV= LENT
SANDY ROOK SANDY ROOK SANDY ROOK SANDY OOK
SAIIDY ROOK
ZONE R-15 ZONE R-15 ZONE R-15 ZONE R-15 SECT] DN 1 SANDYI ROOK LOT 32 LOT 33 LOT 4 LOT 38A 3
SAND
LOT 37A
SANDYBROOK
06
LOT 37B
SANDYBROOK
LOT 24A
SANDYBROOK
-15
SANDYBRCOK
LOT 23A
cu
LEGEND
EXISTING DITCH WITH FLOW DIRECTION c/) LOT 23B
SMDYBROOK
PROPERTY LINE LOT !2A
EXISTING OVERHEAD ELECTRIC WITH POWER POLE(PP) 0 SANDYBI OOK 1� 71((
CENTERLINE
SS-- SANITARY SEWER LOT 22B
PUBLIC UTILITY EASEMENT SANDYBROOK I
FIRE HYDRANT
4- NEW IRON PIPE (NIP) LOT 21A
SANDYBROOK
0 OLD IRON PIPE (DIP)
OLD IRON PIN (O.I.PIN)
STORM SEWER WITH STRUCTURE LOT 21B
BROOK
FLOOD LINE 11 (TRACED FROM FIRM) PG.451
TEMPORARY CUL-DE-SAC EASEMENT
PROPOSED OPEN SPACE LOT
SANDYBROOK
NE
LOT 20B
SANDYBROOK
SILT FENCE M.B.26 PG.45
INLET PROTECTION
LOT 19A
SANDYBROOK
OUT
[JEMAREST VILLAGE
SECTION 2A
ZONE R-20
ACCORDING TO THE FLOOD INSURANCE
-r 29 RAT[ MAP FOR NEW H/0NOVER COUNTY,
NORTH CAROUNA(COMMUNITY PANEL -No. !
370188 0045 E RE).11SED SEPTEMBER J, '
1Q92\. '
~"- \
s�-
EX
- ^ -A,NOTES:
1.WUHUENB[RCIA
SOD TO BE PLANTED ON SLOPES OF PONDS ABOVE THE
42 rExwmvuv| rVoL m u|nEx PICKEREL WEED, uu/E FLAG IRIS, xx//mu, OR uoox romm
TO BE PLANTED ON THE VEGETATED SHELF.
41
2. IF THE BASIN IS USED FOR SEDIMENT AND EROSION CONTROL DURING
CONSTRUCTION, CLEAN OUT OF THE BASIN IS SPECIFIED PRIOR TO USE AS A
WET DETENTION BASIN.
mU I ALL &wJ[R THAT DRAINS OFF IMPERVIOUS SURFACES WILL BE DIRECTED INTO
STORMWATER SYSTEM, BY EITHER RAISING AND SLOPING LOTS TOWARD THE STREET,
'IN (IN)=k E_1�1 PIPING TOWARDS THE STREET' OR OUTTER114G HOUSES AND SPILLING WATER INTO
FRONT YARDS THAT DRAIN TOWARDS THE STRE[7(ALL ROOF DRAINS MUST BE DIRECTED
- TO THE P0
Wll
40
4. ENERGY DISSIPAT0RS TO HAVE FILTER FABRIC UNDERLAYNBNT.
. -------------- 5. IF THE PONDS NEED TO BE DRAINED FOR MAINTENANCE OR AN EMERGENCY
A PUMP IS TO BE USED TO DRAIN THE PONDS.
` 0. BUILDINGS AND LOTS TO DRAIN TO THE STREETS IN FRONT OF ITS SELF.
. 7. ARMOUR EMERGENCY SPILLWAYS WITH RIP -RAP.
J ~~ 8. FOR � 30wLTO FUNCTION PROPERLY THEY MUST BE MAINTAINED AND REMAINED MOWN.LIE 9 ZONING: R-15
/
LOTS |
TOTAL 30.71 ACRES
INV=
11. ALL STREETS ARE PUBLIC WITH A 50' RIGHT—OF—WAY, EXCEPT RIDGE FIELD
DRIVE, WHICH HAS A 60' RIGHT—OF—WAY.
14. DRAINAGE EASEMENTS AND OTHER AREAS LISTED IN RESTRICTIONS AND
P�//
T P=
COVENANTS" TO BE MAINTAINED 13Y HOME OWNERS ASSOCIATION.
15. UTILITY COMPANY TO DETERMINE PLACEMENT OF TRANSFORMERS, STREET LIGHTS
1 UUT 'L Ulf
/47
AND SERVICES.
16. A 10' NON PUBUC UTILITY EASEMENT TO BE LOCATED ALONG ALL STREET R/W'S,
EXCEPT ALONG PORTIONS OF1 STREETS LESS THAN 10' FROM TRACT UNE.
TION SHOWN TAKEN FROM COUNTY TOPOG HIC
CAROLINE S. BALDWIN
D.B.873 PG.244
18. HORIZONTAL SEPARATION BETWEEN WATER AND SEWER
IS TO BE 10' BETWEEN EDGE OF PIPES.
ZONE R-20
19. A 12 IN. VERTICAL SEPARATION SHALL BE PROVIDED
BETWEEN STORM SEWER AND SANITARY SEWER LINES
OR FERROUS PIPE SPECIFIED.
SEWER;
53
TICAL SEPARATION BETWEEN WATER AND
WATER OVER SEWER: >18" OR USE D.I.P. (ON BOTH) 10' ON
EITHER SIDE OF CROSSING.
1.75
SEWER OVER WATER: USE D.I.P. (ON BOTH) 10' ON
EITHER SIDE OF CROSSING.
v - ­` - -------------- -- -
00
VVNIIL
NDED
57
PT M-01'%
/|
-61
CK
NOW OR FORMERLY
INLAND HARBOUR
PROPERTIES, LLC
OUT
ZONE R-20
REVISIONS
r
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ica
MALPASS ENGINEERING, P.C. CHECKED: