SW8060238_APPROVED PLANS_20171010

VICINITY MAP,""
NOT TO SCALE -.
PHASE 1 C
SECTIONS :.
q
A —,
PE FEAR
ENGINEERING
151 Poole Rd.,Surts 1001 Belville• NC. 28451 TEL [phone]; FAX [phone]
www.pGalearengineann9.com.
N.C. LICENSE k C-1821
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PHASE I C
SECT/ON 3
Town of Le/and, North Caro/
VICINITY MAP
NOT TO SCALE
PHASE I C
SECTION37--
CAPE FEAR
ENGINEERING
151 Poole Rd.,Suite 100; Beiville, NC, 28451
TEL [phone]; FAX [phone]
www.capefearengineering.com
N.C. LICENSE# C- 1621
v
AL
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17
ISSUED FOR
CONSTRUCTION

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- ABBQEVIATIONS
s s FH FIRE HYDRANT
s s
s SD STORM DRAIN
s CI CURB INLET
s s s NO GRID JB JUNCTION BOX
t NAD 83 (2011)
SSMH SANITARY SEWER MANHOLE
- s 100' 0 100, 200
WL WATER LINE
Ai zJ1 s 1 INCH = 100 FEET IE INVERT ELEVATION OF STRUCTURE
h1
- P 1 _ ----
s w RIM RIM ELEVATION OF STRUCTURE
� j LF LINEAR FEET
F s
,� � DIP DUCTILE IRON PIPE
u Z3-_ ` ~' PVC POLYVINYL CHLORIDE
- n ��1 ELEV ELEVATION
Al
' 1t'
so e - _ - �n
wGV GATE VALVE
CCfie n
63 esr MIN MINIMUM
A59 ITS ORI it {
sa / 64 56 54
55 53
_ TYP TYPICAL
HP HIGH POINT
m 66 -•-
v �__ ` LP LOW POINT
/ fi6 1 1 s d
CONC CONCRETE
XIO
/1 6) s - _ / s3 I I C>') RCP REINFORCED CONCRETE PIPE
A� - as es I I as so P� 2 � 1 4 1 R ivy i i I
��r-a TBM TEMPORARY BENCH MARK
STA CENTERLINE STATION
\ I\ BOA BLOW OFF ASSEMBLY
69 r U HDPE HIGH DENSITY POLYETHYLENE, N-12 DUAL WALL
s
I_-- - -- --� vv
>Y � � ESMT EASEMENT
IN
6 I /
4
- \ DE DRAINAGE EASEMENT
a.
EDP EDGE OF PAVEMENT
BOO BACK OF CURB
\ L
ROW RIGHT OF WAY
,... s 8
TEMP TEMPORARY
\ 9
/ G71
v j PERM PERMANENT
NCDEQ NORTH CAROLINA DEPARTMENT OF
ENVIRONMENTAL QUALITY
LEGEND
EDOSTING
WL GATE VALVE
PROPOSED
N
WL BOA
FIRE HYDRANT
>,
WL TEE
WL CROSS
r+-
WL REDUCER
SANITARY SEWER SERVICE LATERAL•
-
WATER LINE SERVICE LATERAL
- ---
EASEMENT (ESMT)
- - -
WATER Life
-
-PSWL-
SANITARY SEWER LINE
-P8SS-
STORM DRAIN PIPE
- - -
DUCTILE IRON SANITARY SEWER PIPE
-
SANITARY SEWER MH (SSMH)
•
CURB INLET (CD
JUNCTION BOX US)
CONTOURS
FLOOD ZONE -
-
- -FZ -
u
u
WETLANDS w
IN
n
n
LOT NUMBERS
ea
STORM DRAIN LABELS
.'
OI
PROPOSED SPOT ELEVATIONS
X�
INLET PROTECTION
N
SILT FENCE
-- I --a -
DRAINAGE FLOW DIRECTION
�^-►
FLARED END SECTION
CONSTRUCTION ENTRANCE
TEMPORARY SILT FENCE OUTLET
TEMPORARY DIVERSION
� -� -
CIVIL GENERAL NOTES:
GENERAL UTILITY NOTES
SANITARY SEWER NOTES CONTINUED:
EROSION CONTROL NOTES CONTINUED:
ALL UTILITY MATERIALS, CONSTRUCTION AND WORKMANSHIPS.
SHALL MEET OR EXCEED
MINIMUM UTILITY SEPARATIONS
4.
EROSION AND SEDIMENT CONTROL MEASURES SHALL BE MAINTAINED
I.
THIS DRAWING IS BASED ON SURVEY DATA BY CAPE FEAR ENGINEERING, INC. OF
BRUNSWICK REGIONAL WATER AND SEWER (N2G0) AND NCDEQ STANDARDS AND
WATER - SEE WATER NOTES ABOVE
CONTINUOUSLY, RELOCATED WHEN NECESSARY, AND SHALL BE
BELVILLE, NC. VERTICAL DATUM IS NAVD88. HORIZONTAL DATUM IS NAD83 (201D.
SPECIFICATIONS.
STORM SEWER - 24-INCHES (VERTICAL)
CHECKED FOR STABILITY AND PROPER FUNCTIONING AFTER EVERY
RAINFALL EVENT.
2.
EXISTING UTILITY INFORMATION IS NOT TO BE RELIED ON AS BEING EXACT OR
CONTRACTOR SHALL FIELD VERIFY ALL EXISTING UTILITY LINES PRIOR TO THE
4. WHERE SANITARY SEWERS PASS UNDER STORM DRAIN PIPE AND THE VERTICAL
COMPLETE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATION, VERIFICATION,
INSTALLATION OF ANY NEW LINES,
SEPARATIONS LESS THAN 24", ENGINEERING SOLUTIONS SUCH AS DUCTILE IRON PIPE
SUPPORT AND PROTECTION OF ALL ABOVEGROUND AND UNDERGROUND UTILITIES TO
OR STRUCTURAL BRIDGING SHALL BE PROVIDED TO PREVENT CRUSHING THE
SEQUENCE OF LAND DISTURBANCE
REMAIN IN PLACE, INCLUDING ANY UTILITIES NOT INDICATED ON CONTRACT DRAWINGS.
ANY CONFLICTS OR DISCREPANCIES SHALL BE BROUGHT TO THE OWNER'S AND
3. ALL WATER AND SANITARY SEWER SERVICES ARE TO BE LOCATED 12' FROM THE
UNDERLYING PIPE.
1.
P12ECONST12UCTION CONFERENCE TO BE HELD PRIOR TO THE BEGINNING OF WORK.
PROPERTY CORNER. WHEN SERVICES ARE PLACED AT PROPERTY CORNERS THAT
ENGINEER'S ATTENTION IMMEDIATELY.
HAVE AN EASEMENT, THEY ARE TO BE PLACED ON THE EASEMENT LINE, TYPICALLY
. 5WHERE SANITARY SEWERS PASS OVER STORM DRAIN PIPE AND THE VERTICAL
2.
DETERMINE AND MARK LIMITS OF DISTURBANCE.
TEN (10> FEET FROM THE PROPERTY CORNER WHERE THIS APPLIES.
SEPARATION IS LESS THAN 24", THE SANITARY SEWER SHALL MEET THE MATERIALS,
3.
CONTRACTOR SHALL PROTECT ALL EXISTING STRUCTURES, TREES, PAVEMENT,
TESTING METHODS, AND ACCEPTABILITY STANDARDS FOR WATER MAINS (15A NCAC
UTILITIES, AND OTHER PROPERTY UNLESS THEY ARE TO BE DEMOLISHED. ANY
4, EXISTING UTILITIES SHALL BE PROTECTED DURING CONSTRUCTION, CONTRACTOR
180)
3.
INSTALL STONE CONSTRUCTION ENTRANCE, AND SILT FENCE.
PROPERTY NOT AUTHORIZED FOR REMOVAL, BUT DAMAGED BY THE CONTRACTOR
SHALL BE RESTORED BY THE CONTRACTOR AT NO ADDITIONAL EXPENSE TO THE
SHALL HAND EXCAVATE WHEN ADJACENT TO EXISTING UTILITIES.
STORMWATER AND GRADING NOTES:
4.
INSTALL SEDIMENT BASIN AND SKIMMER DEWATERING DEVICE.
OWNER.
5. THE UTILITY DRAWINGS DO NOT SHOW EVERY OFFSET, TRANSITION, AND FITTING THAT
5.
TOP SOIL REMOVAL AND STORAGE. ALL ROOTS, STUMPS, OR OTHER DEBRIS SHALL BE
4.
CONTRACTOR SHALL MAKE EVERY EFFORT TO SAVE PROPERTY IRONS, MONUMENTS,
MAY BE REQUIRED. CONTRACTOR SHALL BE RESPONSIBLE FOR DETERMINATION OF
I. CONTRACTOR SHALL COORDINATE WITH THE UTILITY PROVIDERS FOR REQUIRED UTILITY
REMOVED FROM TOP SOIL PRIOR TO STOCKPILING.
OTHER PERMANENT POINTS AND LINES OF REFERENCE AND CONSTRUCTION STAKES.
AND PROVIDING FITTINGS NECESSARY FOR COMPLETION OF THE SYSTEM.
ADJUSTMENTS AND/OR RELOCATIONS.
PROPERTY IRONS, MONUMENTS, AND OTHER PERMANENT POINTS OF REFERENCE
6. ALL SANITARY SEWER STRUCTURES IN PAVED AREAS SHALL BE FLUSH WITH
2. ALL CUT OR FILL SLOPES SHALL BE 31 OR FLATTER UNLESS OTHERWISE NOTED.
6.
INSTALL STORMDRAIN AND INLET/OUTLET PROTECTION.
DESTROYED BY THE CONTRACTOR SHALL BE REPLACED BY A NORTH CAROLINA
LICENSED LAND SURVEYOR AT THE CONTRACTOR'S EXPENSE.
PAVEMENT AND SHALL BE TRAFFIC RATED.
7.
BRING SITE TO FINAL GRADE, SPREAD STOCKPILED TOP SOIL OVER DISTURBED AREAS.
3. DURING CONSTRUCTION, CONTRACTOR SHALL PERFORM GRADING IN A MANNER AND
5.
THE CONTRACTOR SHALL MAKE SURE THAT WORK PERFORMED UNDER THIS
WATER NOTES:
SEQUENCE THAT WILL PROVIDE PROPER DRAINAGE AT ALL TIMES.
8.
INSPECT AND MAINTAIN ALL EROSION CONTROL DEVICES EVERY 7 DAYS AND AFTER
CONTRACT SHALL NOT IMPACT THE OPERATION OF ANY ADJACENT PROPERTIES.
EACH SIGNIFICANT RAINFALL EVENT (0.5' OR GREATER).
MINIMUM UTILITY SEPARATIONS
4. CONTRACTOR SHALL ADJUST AND/OR CUT EXISTING PAVEMENT AS NECESSARY TO
6.
CONTRACTOR SHALL SEQUENCE WORK AS NECESSARY TO ENSURE THAT ALL UTILITY
SANITARY SEWER - 10-FEET (LATERALLY)
ACCOMMODATE STORMDRAIN INSTALLATION AND ASSURE A SMOOTH FIT AND
9.
PLACE TEMPORARY SEEDING, INCLUDING MULCHING AND CRIMPING, ON ALL PERIMETER
SERVICES, INCLUDING FIRE HYDRANTS, REMAIN OPERATIONAL DURING CONSTRUCTION.
- 18-INCHES (VERTICAL - WATER OVER SEWER)
CONTINUOUS GRADE BETWEEN EXISTING AND PROPOSED PAVEMENT SECTIONS.
SWALES AND ALL AREAS WITH SLOPES GREATER THAN 3:1 THAT ARE TO BE LEFT IDLE
STORM SEWER - 18-INCHES (VERTICAL)
FOR MORE THAN 7 DAYS. PLACE TEMPORARY SEEDING, INCLUDING MULCHING AND
7.
THE CONTRACTOR SHALL TAKE ADEQUATE PROTECTIVE MEASURES TO INSURE THAT
5. UPON THE COMPLETION OF CONSTRUCTION AND SITE STABILIZATION, ALL PROPOSED
CRIMPING, ON ALL OTHER DISTURBED AREAS THAT ARE TO BE LEFT IDLE FOR MORE
EXISTING PAVEMENT SURFACES ARE NOT DAMAGED FROM TRACKED CONSTRUCTION
2. WHERE A WATER MAIN PASSES OVER A SEWER, AND THE VERTICAL SEPARATION IS
PIPES SHALL BE CLEANED OUT TO REMOVE ALL ACCUMULATED SILT AND DEBRIS.
THAN 14 DAYS.
EQUIPMENT OR ANY OTHER POSSIBLE SOURCE WHEN EQUIPMENT IS BEING MOVED
LESS THAN 18' OR WHERE WATER PASSES UNDER SEWER, THE SEWER AND
DURING AND AFTER WORK IS BEING CONDUCTED. CONTRACTOR SHALL REPAIR ANY
WATERMAIN SHALL BOTH BE DUCTILE IRON OR GALVANIZED IRON PIPE FOR A
6. ALL STORM RPE ENTERING STRUCTURES SHALL BE GROUTED TO ASSURE CONNECTION
10.
PERMANENT GRASS SHALL BE INSTALLED FOR ALL AREAS AT FINAL GRADE AND IN
PAVED AREAS DAMAGED DURING CONSTRUCTION.
DISTANCE OF 10' ON EACH SIDE OF THE CROSSING (20' LENGTH CENTERED AT
AT STRUCTURE IS WATERTIGHT.
SEASON. FERTILIZE, WATER AND REPLACE AS REQUIRED TO ESTABLISH A VIGOROUS
CROSSING - NO JOINTS).
STAND OF GRASS. TEMPORARY IRRIGATION MAY BE REQUIRED UNTIL GRASS IS FULLY
8.
EXISTING PAVEMENTS AND ALL OTHER AREAS ADJACENT TO THE SITE SHALL BE
7. ALL STORMWATER STRUCTURES IN PAVED AREAS SHALL BE FLUSH WITH PAVEMENT
ESTABLISHED.
KEPT CLEAN AT ALL TIMES. DO NOT ALLOW BUILD UP OF SOIL, MUD, DUST OR OTHER
3. ALL WATERLINES SHALL HAVE A MINIMUM OF 36-INCHES OF COVER FROM THE
AND SHALL BE HEAVY-DUTY TRAFFIC RATED.
DEBRIS.
ELEVATION OF FINISHED GRADE.
11.
CONTRACTOR SHALL MAINTAIN GRASS AS REQUIRED. THIS INCLUDES BUT IS NOT
LIMITED TO IRRIGATING AND MOWING GRASS AND RE -SEEDING / RE -SODDING BARE OR
9.
A 10-FOOT UTILITY EASEMENT HAS BEEN PLACED ALONG ALL LOTS LINES THAT ARE
4. FIRE HYDRANTS SHALL BE RED IN COLOR AND SHOULD BE EITHER MUELLER OR
EROSION CONTROL NOTES:
ERODED AREAS.
ADJACENT TO STREET RIGHT OF WAYS.
AMF-121CAN DARLING.
I. G12AYSON PARK PHASE IC EROSION CONTROL PLAN WAS PERMITTED BY
12,
AFTER COMPLETION OF CONSTRUCTION AND THE SITE IS STABILIZED, REMOVE ALL
10.
WETLAND DELINEATION BY NEEDHAM ENVIRONMENTAL, USACE VERIFICATION AND
5, METER BOXES SHALL BE DOUBLE GULFBOXES FOR DOMESTIC AND IRRIGATION
NCDEQ UNDER PERMIT NUMBER BRUNS-2006-190 DATED 09-07-2011.
ACCUMULATED SEDIMENT FROM SILT FENCE AND OTHER EROSION CONTROL
APPROVAL =SAW-2006-40295
APPLICATIONS.
THESE COVSTRUCTION PLANS FOR PHASE IC SECTION 3 ARE A
MEASURES AND SPREAD EVENLY ACROSS THE SITE. GRASS THESE AREAS
MODIFICATION TO THIS PERMIT,
IMMEDIATELY AND REMOVE ALL EROSION CONTROL MEASURES.
11,
FLOODZONE AS APPROVED BY FEMA AS PART OF CASE ul4-04-5583A ON MAY 1,
ZANITARY SEWER NOTES:
2014.
2. CONTRACI-012 SHALL COMPLY WITH CURRENT NCDEQ "EROSION AND
13,
UPON STABILIZATION OF THE SITE, REMOVE EXCESS SEDIMENT FROM PONDS 47 AND
SEDIMENT CONTROL PLANNING AND DESIGN MANUAL' FOR ALL EROSION
#8 TO THE DESIGN DEPTHS SHOWN ON SHEETS P-1 AND P-2.
I, SANITARY SEWER SERVICE FOR INDIVIDUAL LOTS ARE TO BE SERVED BY A MAIN LINE
CONTROL WORK.
GRAVITY SANITARY SEWER WITH LATERALS TO INDIVIDUAL LOTS.
14.
IF SEDIMENT CAN NOT BE SPREAD EVENLY ACROSS THE SITE BECAUSE THE SITE HAS
3. IF UNFORESEEN EROSIVE CONDITIONS DEVELOP DURING CONSTRUCTION
ALREADY BEEN STABILIZED / VEGETATED, CONTRACTOR SHALL BE RESPONSIBLE FOR
2. RAIN GUARDS SHALL BE PLACED IN ALL MANHOLES, VINYL FOR MANHOLES LOCATED
AS THE RESULT OF INCREASED RUNOFF OR SEDIMENT DISPLACEMENT,
TRANSPORTING SEDIMENT OFFSITE AND DISPOSING OF SEDIMENT IN ACCORDANCE
OUTSIDE OF PAVED AREAS, STAINLESS STEEL FOR MANHOLES LOCATED INSIDE OF
THE CONTRACTOR SHALL TAKE ACTION TO REMEDY SUCH CONDITIONS
WITH ALL LOCAL, STATE, AND FEDERAL REGULATIONS.
PAVED AREAS.
AND PREVENT DAMAGE TO ADJACENT PROPERTIES.
(.CQE
SEE THIS SHEET FOR LEGEND AND
GENERAL NOTES,
ISSUED FOR
CONSTRUCTION
D
REVISED PER PLANNING BOARD
APPROVAL
EMN
10 04 17
C
REVISED LOT LAYOUT,
ISSUED FOR CONSTRUCTION
RAS
7/25/17
B
ISSUED FOR STORMWATER, EROSION
CONTROL AND CONTRACTOR PRICING
EMN
10/10/14
A
ISSUED FOR WATER AND SEWER
PERMITTING
MTH
8 6 14
REV.
DESCRIPTION
REVBY
REVISIONS
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CAPE FEAR
ENGINEERING
151 Poole Rd.,Suite 100, Belville, NC, 28451
TEL [phone]; FAX [phone]
www.capefearengineering.com
N.C. LICENSE # C-1621
PROJECT NUMBER 820-01C
SCALE : AS SHOWN
DATE : 10 OCT 14
TRACKING
GRAY
PHASE
PAR
SECTION 3
INDEX AND INFORMATION
PROJECT NUMBER SHEET NUMBER
820-OTC 1 1-1

r -
SEE SHEET 1-1 FOR LEGEND AND
GENERAL NOTES
SEE SHEET SD-1 FOR
STORMDRAIN PLAN
ISSUED FOR
CONSTRUCTION
m�j
IN
D
REVISED PER PLANNING BOARD
APPROVAL
EMN
10 04 17
C
REVISED LOT LAYOUT,
ISSUED FOR CONSTRUCTION
RAS
7 25 17
B
ISSUED FOR STORMWATER, EROSION
CONTROL AND CONTRACTOR PRICING
EMN
10/10/14
A
ISSUED FOR WATER AND SEWER
PERMITTING
MTH
g g 14
REV.1
DESCRIPTION
DATE Y
REVISIONS
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CAFE FEAR
ENGINEERING
151 Poole Rd.,Suite 100, Belville, NC, 28451
TEL [phone]; FAX [phone]
www.capefearengineering.com
N.C. LICENSE#C-1621
NUMBER : 820-01C
SCALE : AS SHOWN
DATE : 10 OCT 14
TRACKING
GRAYSON PARK
PHASE IC SECTION 3
WEST
STA
PROJECT NUMBER SHEET NUMBER
820-OTC I C-11

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-- --------
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RIM 67.95
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66 I.E. IN 66-95
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SEE SHEET 1-1 FOR LEGEND AND
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SEE SHEET SD -I FOR FULL
GRADING PLAN
ISSUED FOR
CONSTRUCTION
c
REVISED LOT LAYOUT,
ISSUED FOR CONSTRUCTION
RAS
7/25/1
B
ISSUED FOR STORMWATER, EROSION
CONTROL AND CONTRACTOR PRICING
EMN
10110114
A
ISSUED FOR WATER AND SEWER
PERMITTING
MTH
8/6/14
REV.
#DATE
DESCRIPTION
REV.BY
REVISIONS
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CAPE FEAR
ENG INEERI NG.
151 Poole Rd.,Suite 100, Belville, NC, 28451
TEL [phone]; FAX [phone]
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hi f, I lilchfac IV r.-Igzoq
GRAYSON PARK
PHASE IC SM71ON 3
ST012MDIZAIN PLAN
PROJECT NUMBER SHEET NUMBER
820-010 SD-1

FEW
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50, 0 50, 100,
1 INCH = 50 FEET
VICINITY MAP %'"--1
NOT TO SCALE
{
PHASE 1C
SECTION-
7 Lr
LEGEND
SEE SHEET 1-1 FOR LEGEND AND
GENERAL NOTES
ISSUED FOR
CONSTRUCTION
8 REVISED LOT LAYOUT, RAS
ISSUED FOR CONSTRUCTION 7/25/17
A ISSUED FOR STORMWATER, EROSION EMN
CONTROL AND CONTRACTOR PRICING 10/10/14
REV. DESCRIPTION MATEY
0.
SEAL
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A_
i
CAPE FEAR
ENGINEERING
151 Poole Rd.,Suite 100, Belville, NC, 28451
TEL [phone]; FAX [phone]
www.capefearengineenng.com
N.C. LICENSE # C-1621
PROJECT 820-01C
NUMBER :
SCALE : AS SHOWN
DATE : 10 OCT 14
TRACKING :
GRAYSON PARK
PHASE IC SECTION 3

FES
OS
_
1
\ POND #7 \
\ MAIN POOL
/001
EMERGENCY /
_ SPILLWAY
r
/
/
5
/
1
/
\ �' 2O' DRAINAGE
_< EASEMENT
Cl u�
6�
NORMAL POOL' \ \
i
65
04
4b
1010,
110,
IO' PON
MAINTENANCE
EASEMENT
i
IO' VEGETATED
SHELF
S`' r
i
a J We
r %
`l X .
I r s
SSMH u59
79
— — — — —TEMPORARY POOL_67_0'— 10'min. TEMPORARY POOL=67.0'
�_--------------_--- —NORMAL POOL_65.5_
TOP
h1- _ �— - yTln-+T ii-ij SHWT=64.05' T, I-
-
FOREBAY
TOM =91
FOREBAY & WETPOND SECTION
NOT TO SCALE
MAIN POOL
)TTnM = Ai
TOP OF EMBANKMENT = MIN 69.0'
7 11= - z— 1 —TT m_ -
1— EMERGENCY SPILLWAY=68.0'
ft_ J 1-FOOT OVER EXCAVATE
FOR SEDIMENT STORAGE
20' 0 20' 40'
1 INCH = 20 FEET HORIZ
WETLANDS VEGETATION NOTE:
THE VEGETATED SHELF SHALL BE PLANTED WITH A MINIMUM OF THREE
DIVERSE WETLAND SPECIES. A MINIMUM OF 50 PLANTS PER 200 SF OF
SHELF AREA SHALL BE PROVIDED. PLANTS SHOULD GENERALLY BE PLANTED
24" TO 36" ON CENTER AND SHOULD HELD FULL COVERAGE IN 1-2 YEARS
THE FOLLOWING SPECIES OF WETLANDS VEGETATION ARE SUITABLE FOR
PLANTING ALONG THE 10.1 VEGETATED SHELF:
PLANTS SUITED FOR SHELF THATS UNDERWATER
- SAGITTARIA LANCIFOUA (BULL TONGUE)
- SAGITTARIA LATIFOUA (DUCK POTATO)
- SAURURUS CERNUUS (LIZAROTAIL)
PLANTS SUITED FOR SHELF THAT'S ABOVE WATER
- ASCLEPIAS INCARNATA (SWAMP MILKWEED)
- CAREX TENERA (QUILL SEDGE)
- CHELONE GLABRA (WHITE TURIl£HEAD)
IF ONE OR MORE OF THE SUGGESTED SPECIES IS UNAVAILABLE, APPROPRIATE
WETLANDS VEGETATION COMMON TO THE COASTAL NORTH CAROLINA REGION
MAY BE SUBSTITUTED. SEE CH 9 OF STATE STORMWATER BMP MANUAL FOR UST
OF OTHER RECOMMENDED WETLANDS PLANTS
TOP OF EMBANKMENT = 69.0' MIN
• / NORMAL POOL = 65.5't•;;'
T7
IE= 65.5' A�
BOTTOM EL= 60.0'
10' WIDE
SHELF
EMBANKMENT SECTION
NOT TO 5CALE
12' THICK RIP -RAP W/FABRIC 36 FT
UNDER.
GEOTEXTILE FABRIC TOP OF EMBANKMENT
30 FT
ELEVATION = 69.0'
� /\\/�\�\\/�\ TOP OF RIP -RAP
62 \'�\\i�\\./�\/\ . \ ELEV. = 68.0' --�
EMERGENCY SPILLWAY
NOT TO SCALE
:emu
0
1
�I 4'- 0" I�
i 5'- 0"
GRATE PLAN VIEW
WELDED FABRICATED
CK W/SQUARE OPENINGS
4'-0"
"
SEE DETAIL
THIS SHEET
FOR
TRASH RACK
6"
4" PVC SCREW
TYPE PLUG
BOX PLAN VIEW
NOTES:
1. FAIRCLOTH SKIMMER (OR ENGINEER APPROVED EQUAL) TO BE INSTALLED ON PRIMARY OUTLET STRUCTURE BOX
AND TO REMAIN IN PLACE UNTIL SITE IS PERMANENTLY STABILIZED PER NCDEQAQS S&E PERMIT.
2. ORIFICE/SKIMMER ASSEMBLY AT OUTLET STRUCTURE TO BE TEMPORARILY COVERED WITH
WIRE AND 57 STONE UNTIL SITE IS STABLE
FAIRCLOTH SKIMMER (OR ENGINEER APPROVED EQUAL)
4" SKIMMER W/ 3.4" ORIFICE
T" PVC SCREW
TYPE PLUG
TEMP
REMOVE SKIMMER ONCE SITE HAS
BEEN STABILIZED AND INSTALL
PERMANENT ORIFICE PIPE.
4" PVC TEE
7 NWL = 65.5'
12"
4" PVC CAP WITH 2.0"
DRILLED
8"
MIN
POND BOTTOM
ELEV= 60.0' SECTION VIEW
OUTLET STRUCTURE #17
�- tOP
�P
E P0�\•EF.a o0 00X
1 FT SUMP
INV = FOR CLEANOUT
65.5' I INV= 65.5
1\4" PVC STUBBED
INTO BOX
1
24" HDPE
OUTLET PIPE
5 FT x 5 FT PRECAST CONCRETE BOX
12" EXTENDED BASE
6"BASE
5�d T
8" STONE BEDDING
I
SEE SHEET 1-1 FOR LEGEND AND
GENERAL NOTES
SEE SHEET SD-1 FOR
STORMDRAIN PLAN
ISSUED FOR
CONSTRUCTION
D
REVISED ORIFICE SIZE PER DEQ
COMMENTS
EMN
10 04/17
C
REVISED LOT LAYOUT,
ISSUED FOR CONSTRUCTION
RAS
7 2g 17
B
REVISED SKIMMER DETAIL,
RESUBMITTED TO NCDENR
EMN
10 20/14
A
ISSUED FOR STORMWATER, EROSION
CONTROL AND CONTRACTOR PRICING
E_MN
10/10/14
REV.
DESCRIPTION
Y
RATE
`,1luuuuq
CAROY�'%
ESS/'° •'L9 '
SEAL
's 0305g�/
.......
CAPE FEAR
ENGINEERING
151 Poole Rd.,Suite 100; Belville, NC, 28451
TEL [phone]; FAX [phone]
www.capefearengineenng.com
N.C. LICENSE # C-1621
PROJECT
: 820-01C
NUMBER
SCALE : AS SHOWN
DATE : 10 OCT 14
TRACKING
GRAYSON PARK
PHASE IC SECTION 3
t vil
DET E'
PROJECT NUMBER%J7;--t�SHEET NUMBER
820-OIC I P-I

^v
;EE SHEET 1-I FOR LEGEND AND
3ENERAL NOTES
'EE SHEET SD-1 FOR
iTORMDRAIN PLAN
ISSUED FOR
CONSTRUCTION
C
REVISED LOT LAYOUT,
ISSUED FOR CONSTRUCTION
RAS
7 25 17-
8
REVISED SIZE OF ORIFICE
EMN
11/25/14
A
ISSUED FOR STORMWATER, EROSION
CONTROL AND CONTRACTOR PRICING
EMN
10/10/14
REV.
DESCRIPTION
Y
DATE
REVISIONS
aEs�
030,
e�
c^IAPR: r b^lf
ENGINEERING
151 Poole Rd.,Suife 100; Belville, NC, 28451
TEL [phone]; FAX [phone]
www.capefearengineenng.com
N.C. LICENSE # C-1621
PROJECT 820-01C
NUMBER
SCALE AS SHOWN
DATE : 10 OCT 14
TRACKING
GRAYSON PARK
PHASE I SECTION 3
AMEN P ivE
BY.
PROJECT NUMBER SHEET NUMBER
820-OIC P-2

1. TOPOGRAPHIC INFORMATION PROVIDED BY CAPE FEAR ENGINEERING, INC.,
ELEVATION BASED ON NAVD88.
2. CONTRACTOR TO FIELD VERIFY ALL EXISTING UNDERGROUND UTILITIES BEFORE
BEGINNING CONSTRUCTION.
3. THE TOTAL AREA OF DISTURBANCE IS 395,080 SF (9.07 AC).
4. WETLAND DELINEATION BY NEEDHAM ENVIRONMENTAL, USACE VERIFICATION AND
APPROVAL #SAW-2006-40295
5. INSTALL POND #7, FOREBAY, AND POND #8 WITH STORMWATER OUTLETS AND
PIPING INFRASTRUCTURE BETWEEN POND #8 AND POND #7 BEFORE BEGINNING
ANY GRADING OR CONSTRUCTION.
7 DAY MAXIMUM;
14 DAY MAXIMUM
.7. CC JHGC l 1-1 r IJK CCl7LI V V HIV V
GENERAL NOTES.
SEE SHEET SD-2 FOR GRADING PLAN.
ISSUED FOR
CONSTRUCTION
vF
a\� CARp�''%
EEAAL
Q}7 030Il
l
�gBFT H
0.
�(
PROJECT 820-01C
NUMBER :
SCALE : AS SHOWN
DATE : 10 OCT 14
TRACKING
GRAYSON PARK
PHASE IC SECTION 3
1-4
Fell PIE
S IMENT AND EROSION
PLAN
PROJECT NUMBER SHEET NUMBER -
820-01C SE-1

TOP OF
VARIES (50' TO 60') RIGHT-OF-WAY
241 C C.
VARIES VARIES
WAL' O
UJRB
ROLAND
GUTTER
WIDTH
(TYPICAL)
VARIES 0.5'
1/2"/FOOT
1/2"/FOOT vn'�
-"----�
1/4"/FOOT
:.... ... .. ,� ...
--y-
4'
FROM I
�6'
BCC V
ABG 1.1/2",ASPHALT
WL
SEE SHEET C-I FOR
ROAD SECTION
SIDEWALK LOCATIONS.
SIDEWALK TO BE
NOT TO SCALE
LOCATED 0.5' FROM ROW
LINE (TYP).
\51-00
OP OF PAVEMENT @ GUTTER LINE
OR 8'-0'
2'-O'DEPRESSED 2'-0'
"APF2 CURB . TAPF2 3I
NOT • SCALE
28' BOC
50' ROW
OFFSET C L-DE-SAC DETAL
NOT TO SCALE
12"
an
_C
-------
--------
F
I
SECTION
Y
RIM EL.
- EDGE OF PVMT.
SEE STORM DRAIN SCHEDULE
ROLL -TYPE FRAME AND
GRATE
BACK OF CURB
X
L7
211
Y
F
I
9
1
3r_O" (N
SECTION X
X
PLAN
CXRB NLET
NOT TO
SCALE
CURB INLET NOTES'
1.
DIMENSIONS VARY WITH PIPE DIAMETER.
2.
SHALL MEET NCDOT 840.02 STANDARDS
AND SPECIFICATIONS.
RETAN R GLANS (TYP.
MJ. 45 DEG AND m1PJ
STORM GRAN
Dip. ''.� DIP.
/ ONE JONT OF DIP.
M.J. 45 DEG. BED (01P.) lSr< --•
DIP.
CONIC. BLOC$93 GJ NOTE
RETANER GLANDS (TYP. - PLACE CCNG BLOCKING SUCH THAT IT WLL
NOT NTE PIEPE WITH RE OVAL OF BOLTS.
-x-- F SEPARAT10N 6 IB' CR MORE. DIP. NOT PECL92M
WATER MAN E STORM DRAN CROSSNG
NOT TO SCALE
REL.ATIONSI-F OF WATER & SEWER MANS
THE CONTRACTOR IS REQU2ED TO COMIPLY WITH THE NORTH CAROLNA
ADMINISTRATIVE CODE, RLLES GOVERNING PLEM WATER SYSTEW TREE 15A WAD
IBC.O906.
1 50,
TYPICAL FOIE? -WAY
NTERSECTION
NOT TO SCALE
RAMP TO HAVE
TEXTURED WARNING
SURFACE
,1 _e
TOOLED SCORE err `r
TYPICAL
ell
�:
1/2" EXPANSION
JOINT @ G8G-
4r
1/2" EXPANSION
R=20'
(TYP)
R=30'
ROW - (TYP) RC
BO(
m EOf
Q m EOP
BOC —
TYPICAL THOM-WAY
NTmSECTION
NOT TO SCALE
r ,4
.,.XIMUM LIP
JOINT SECTION
A -A
(VARIES) SIDEWALK 6'-O" MIN. RAMP SEE ROLL CURB
„ AND GUTTER
48, i MAX. TOOLED SCORE I� i I MAX. 1/2 EXP. DETAIL
JOIN
e
UNDISTURBED SUBGRADE
G" THICK CONCRETE SIDEWALK / RAMP 4" THICK AGGREGATE BASE,
TYPE 1, No. 21 or 2IA
NOTES:
I. CROSS AND SIDE RAMPS SHALL NOT EXCEED A SLOPE OF 12:1. CROSS AND SIDE
RAMPS SHALL BE 3,000 P.S.I. CONCRETE WITH SLIP RESISTANT INTEGRAL DETECTABLE
WARNING SURFACE WITH AN EXPOSED AGGREGATE FINISH.
2. CURB RAMPS ARE TO BE LOCATED WHEREVER AN ACCESSIBLE ROUTE WITHIN THE
RIGHT-OF-WAY OF A ROADWAY CROSSES AS SHOWN ON PLANS OR AS DIRECTED BY
ENGINEER, AND SHOULD NOT BE LOCATED BEHIND VEHICLE STOP LINES, EXISTING
LIGHT POLES, FIRE HYDRANTS, DROP INLETS, ETC.
HANDICAP RAMP
FOR ROLL C M NTE 2SMTM
(WITH GRASS STRP)
NOT TO SCALE
RETAN3R GLANDS (TYP.)
M.J. 45 DEG. BEND (D1PJ
STORM DRAN
D.I.P.
iF< DIP.
ONE JONI' OF DIP.
M.J. 45 DEG. BEND (DIP)
DIP. ..
CONC. BLOCKING
NOTE:
RE:7AN9R GLANS (TYP.) - PLACE CONC. BLOCICNC SUCH THAT IT WLL
NOT INTERFERE WTM REMOVAL OF BOLTS
* - F SEPARATION IS 24' OR MORE. DIP. NOT REQUIRED.
- CONTRACTOR MAY USE DEFLECTION OF PVC FORCEMAN
Wn'14 N TOLB2ANCE ALLOWED BY Ha GO AND
MAKPACTL92M (COUNTY GLDE_PES GOV62M, ON A PER
JOINT BASIS. TO ACHIEVE SEWER AND STORM DRAIN
CROSSINIS WITH MINIMUM 24-NCN SEPARATION
SEWER MAN &
STORM [RAN CROSSNG
NOT TO SCALE
31000 PSI CONCRETE SIDEWALK,
BROOM FINISH, SLOPE 1/4" / FOOT
IN DIRECTION OF DRAINAGE
mT
COMPACTED SUBGRADE-
5'-a AND &-a CONCOF
NOT TO SCALE
-SCORING @ 8' INTERVALS,
3/8" x 3/8"
1/2" EXP. JOINT @ 24'
INTERVALS TYP: d
AT ALL RADII
INTERSECTIONS
E SIDEWALK
12" 1 12"
d
O 6 4 Q
O � d a d
a A as
24" 24"
REVERSE SECTION STANDARD SECTION
I
ROLL CLM GUTTER DETAL
NOT TO SCALE
I
KNOCK -OUT PANELS 11
IN ALL WALLS (TYP.) i i ® 11
--
6 PLAN 6
BRICK, BLOCK, (
OR PRECAST BC.
12" CRUSHED STONE
0
el
LEGEND:
SEE SHEET 1-1 FOR LEGEND AND
GENERAL NOTES
ISSUED FOR
CONSTRUCTION
24" RIM AND SOLID TOP
z NOTE:
BOX SIZE TO BE BASED
ON CONNECTING PIPES
m
WALL THICKNESS: AS REQUIRED
BY MANUFACTURER.
CONCRETE: a,000 Psl @ 2a DAYS
REINFORCING: AS REQUIRED BY MFR.
FOR H2O LOADINGS
C
REVISED LOT LAYOUT,
ISSUED FOR CONSTRUCTION
RAS
7/25/1,
B
ISSUED FOR STORMWATER, EROSION
CONTROL AND CONTRACTOR PRICING-
EMN
10 10 1,
A
ISSUED FOR WATER AND SEWER
PERMITTING
MTH
8/6/14
REV.
DESCRIPTION
Y
DATE
or"ncrn�rc
SECTION
.TION BOX
NOT TO SCALE
JUNCTION BOX NOTES;
I. DIMENSIONS VARY WITH PIPE DIAMETER.
2. SHALL MEET NCDOT 840.Z4 STANDARDS
AND SPECIFICATIONS.
j
FNAL BACIgq_L
FNAL 13ACKFLL
- - - -
CLASS L2 OR 3
T MN
INITIAL BACIU=LL
O.D.O.D.
90,
CLASS I
CLASS I
CRUSHED STONE FOUNDATION
b' NAMb'
MN
(DEPTH AS APPROVED BY CRUSHED STONE FOUATICN
E IGt,®R- 4' MNY -1 I 1=1 I 1=1 I —I (DEPTH AS APPROVED BY -_III—_III—I
I-III-III=� I' ENGrsEV- 4" NIQ 1=111=1 I I-
STABLE-l=1I1-1Ii=� -I 1-1 I 1-1
M MATERIAL 'El _ -I I Ed I ( � AT ON —_ —I I F
-III=1 I I=III=1 .III=1 I I=1
b' M4N. OD. b' N1FL OD.
P.V.0 BEDDING DIP. BEDDNG
GRAVITY SEWER PWE B®DM DETAL
NOT TO SCALE
„11CAR
�; aFESS/p° ° 9
= SEPAL
0305�7II
Z'T M a
«KH 0
CAPE FEAR
ENGINEERING
151 Poole Rd.,Suite 100; Belville, NC, 28451
TEL [phone]; FAX [phone]
www.capefearengineering.com
N.C. LICENSE#C-1621
PROJECT NUMBER 820-01C
SCALE : AS SHOWN
DATE : 10 OCT 14
TRACKING :
G12AYSON PARK
PHASE IC SECTION 3
PROJECT NUMBER
820-OIC
SHEET NUMBER
D-1

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I
SEE SHEET 1-1 FOR LEGEND AND
GENERAL NOTES
ISSUED FOR
CONSTRUCTION mi
------------
D
REVISED LOT LAYOUT,
ISSUED FOR CONSTRUCTION
RAS
7 25 17
C
ISSUED FOR STORMWATER, EROSION
CONTROL AND CONTRACTOR PRICING
EMN
10/10 14
B
REVISED PER H2GO COMMENT
CEJ
81314
A
ISSUED FOR REGULATORY REVIEW
MTH
B 614
REV.
#
DESCRIPTION
REV.BY
DATE
REVISIONS
�ySR
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= 030�Q'�r
CAPE FEAR
ENGINEERING
151 Poole Rd.,Suite 100, Belville, NC, 28451
TEL [phone]; FAX [phone]
wwwcapefearengineenng.com
N.C. LICENSE # C-1621
PROJECT 820-OIC IN
NUMBER :
SCALE : AS SHOWN
DATE : 10 OCT 14
TRACKING :
GRAYSON PARK
PHASE IC SECTION 3
,
• 1w
PROJECT NUMBER
820-01C
SHEET NUMBER j
D-2

AGGREGATE RAVEL CONSTRUCTI
•THICKNESS
2"-3" COARSE
ENTRANCE, WIDTH
NOTES 'MIN AS REQUIRED
1. FILTER FABRIC • RLAY SHALL BE INSTALLED
BETWEEN STONE AND SOIL FOUNDATION
TEMPORARY CONSTRUCTION
ENTRANCE
NOT • SCALE I
EROSION CONTROL SPECIFICATIONS
1.01 GENERAL: THE CONTRACTOR SHALL BE RESPONSIBLE FOR EROSION
AND SEDIMENTATION CONTROL WITHIN THE CONSTRUCTION LIMITS; FOR
PREVENTION OF SEDIMENT LADEN RUNOFF LEAVING THE CONSTRUCTION
LIMITS OR ENTERING DITCHES, STREAMS OR WATER IMPOUNDMENTS;
AND FOR IMPLEMENTATION OF NECESSARY EROSION AND SEDIMENTATION
CONTROL MEASURES TO MEET THE REQUIREMENTS OF THE NORTH
CAROLINA DEPARTMENT OF ENVIRONMENTAL QUALITY. THE CONTRACTOR
SHALL ALSO BE RESPONSIBLE FOR ALL DAMAGES OR FINES RESULTING
FROM EROSION OR SEDIMENT LADEN RUNOFF IN THE EXECUTION OF HI5
CONTRACT.
1.02 CONSTRUCTION SEQUENCE: WHILE THE USE OF EROSION AND
SEDIMENTATION CONTROL DEVICES 15 ESPECIALLY IMPORTANT ON
AREAS OF STEEP TOPOGRAPHY, EASILY ERODIBLE SOILS AND SITES IN
CLOSE PROXIMITY TO WATER COURSES THROUGHOUT THE CONSTRUCTION
PERIOD, THE CONTROL MEASURES SHOULD BE INSTALLED PRIOR TO THE
COMMENCEMENT OF LAND CLEARING AND SHALL BE FULLY MAINTAINED
AND PERIODICALLY INSPECTED UNTIL FINAL RESTORATION AND
STABILIZATION 15 COMPLETED, UNRESTORED CLEARED AREAS SHALL
BE KEPT TO A MINIMUM. DISTURBED AREAS AHEAD OF CONSTRUCTION
SHALL ONLY BE ACCOMPLISHED ON THOSE SEGMENTS FOR THE
SHORTEST PRACTICAL DISTANCE AS REQUIRED FOR CONTINUAL
PROGRESS.
FINAL RESTORATION SHALL NOT BE DELAYED UNTIL COMPLETION OF
THE PROJECT BUT WILL BE CARRIED OUT IN PHASES AS THE WORK
PROCEEDS. UNDER NO CIRCUMSTANCES WILL ANY SLOPES BE LEFT
DENUDED FOR MORE THAN 7 CALENDAR DAYS. UNDER NO
CIRCUMSTANCE WILL ANY AREA BE LEFT DENUDED FOR MORE THAN (14)
FOURTEEN CALENDAR DAYS WITHOUT SOME FORM OF STABILIZATION
UNTIL FINAL RESTORATION 15 COMPLETE.
1.03 SEDIMENTATION: CONTROL MEASURES: THE FOLLOWING ARE SOME
OF THE SEDIMENT CONTROL DEVICES OR MEASURES THAT MAY BE
REQUIRED TO PREVENT SEDIMENTATION OF STREAMS, WATER COURSES,
OR DRAINAGE STRUCTURES:
1. EARTH BERMS AND/OR DIVERSION AND INTERCEPT DITCHES.
2. SEDIMENT TRAPS
3. FILTER BERMS
4. WIRE AND GRAVEL FILTER INLETS
5. SILT FENCES - NOT TO BE PLACED IN STREAMS OR DITCHES
PERPENDICULAR TO FLOW.
G. CHECK DAMS GRAVEL FILTER
7. GRAVEL CONSTRUCTION EXIT
1.03.1 EROSION CONTROL MEASURES: SOME OF THE SOIL EROSION
CONTROL MEASURES WHICH MAY BE REQUIRED IN THIS CONTRACT ARE:
1. EARTH SLOPE PROTECTION
2. DIAGONAL WATER BREAK DIVERSION BERMS
3. DIVERSION CHANNELS
4. PRESERVATION OF EXISTING VEGETATION
S. STORM INLET PROTECTION
G. STREAM CROSSINGS
7. ENERGY DISSIPATERS
8. MATTING OF RE -SEEDED AREAS
1.03.2 DETAIL DRAWING: EXAMPLES OF SEDIMENTATION AND EROSION
CONTROL DETAILS ARE SHOWN IN THESE PLANS FOR INSTALLATION AT
LOCATIONS DESIGNATED IN THE PLANS OR AS OTHERWISE REQUIRED BY
THE REGULATING AGENCY, OR THE OWNER AS WORK PROCEEDS.
1.04 STREAM PROTECTION: WHERE CONSTRUCTION ACTIVITIES ARE
NECESSARY IN CL05E PROXIMITY TO STREAMS, AND OTHER
WATERWAYS, THEY SHALL BE PERFORMED IN A MANNER THAT DOES
NOT CONTRIBUTE TO DEGRADATION OF OR BLOCKAGE OF THE
STREAM -FLOW. IN ORDER TO PREVENT P0551BLE DEGRADATION OR
BLOCKAGES, THE CONTRACTOR SHALL BE REQUIRED TO:
1. KEEP ALL CONSTRUCTION DEBRIS, EXCAVATED MATERIALS, BRUSH,
ROCKS, REFUSE AND TOPSOIL AS FAR FROM THESE WATERWAYS AS
POSSIBLE. RESTRICT MACHINERY OPERATION OR STREAM
CROSSINGS IN WATERWAYS TO THE EXTENT NECESSARY FOR
CONSTRUCTION OF UTILITIES CROSSINGS.
2. IF CONSTRUCTION WORK AREAS ARE NECESSARY IN A WATERWAY,
THEY SHALL BE PROTECTED AS INDICATED ON THE PLANS.
3. IF TEMPORARY ROADWAYS ARE ESSENTIAL FOR THE CONSTRUCTION
ACTIVITIES, THEY SHALL BE CONSTRUCTED OF SOILS WHICH ARE
NOT HIGHLY ERODIBLE MATERIALS AND MUST NOT SPAN MORE THAN
HALF WAY ACROSS THE WATER COURSE OR WETLAND AREA AT ANY
ONE TIME UNLESS OTHERWISE APPROVED BY THE ENGINEER. THESE
TEMPORARY ROADWAYS SHALL BE ENTIRELY REMOVED AS SOON AS
THEIR REQUIREMENT IS MET. WORK IN THESE AREAS SHALL
FOLLOW THE REQUIREMENTS OF THE CORPS OF ENGINEERS OR CANA
PERMIT, OR PLANS AS APPLICABLE.
SILT FENCE
#5 WASHED
TONE
10'
. 1 �
SECTION VIEW
t10' #5 WASHED STONE
SILT FENCE
PLAN VIEW
SILT FENCE ROCK OUTLET
NOT TO SCALE
OF
aR T
SECTION A -A THRU BERM
NOTE:
1. CONTRACTOR SHALL LOCATE STOCKPILE AS NEEDED
SPOIL STORAGE BERM
NOT TO SCALE
14 GAUGE STEEL
WIRE 6" OPENINGS
HOG WIRE FENCING, 32" WIDE
MIN., VERT. WIRE STAYS @12" O.C., /
IN 6 HORIZ. WIRES, TOP & BOTT.
WIRES TO BE 12.5 GA`; . FILLER WIRES
TO BE 10.5 GA., TO BE' ZI,NC COATED
TO COMMERCIAL STDS.
DIRECTION OF FLOW
SYNTHETIC FILTER FABRIC AT LEAST
95% POLYOLEFIN OR POLYESTER BY
WEIGHT. FABRIC SHALL CONTAIN UV
INHIBITORS & STABILIZERS TO PROVIDE
MIN. 6 MONTHS OF USE
1.05 CONSTRUCTION ACCESS: THE TRAVEL OF EQUIPMENT TO AND
FROM THE CONSTRUCTION AREAS SHALL BE MINIMIZED NOT ONLY TO
PROTECT AREAS THAT WILL NOT BE DENUDED, BUT ALSO TO PREVENT
THE SPREADING OF SEDIMENT WITHIN AND OUTSIDE OF THE
CONSTRUCTION AREAS. THEREFORE, SPECIAL CONSTRUCTION EQUIPMENT
TRAVEL CORRIDORS WILL BE ESTABLISHED FOR THI5 USE AND
INSTRUCTIONS SHALL BE ISSUED FOR THEIR USE. USE OF THESE
CORRIDORS MUST BE FULLY ENFORCED. OTHER NON -ESSENTIAL
TRAFFIC WILL BE RESTRICTED OR DISCOURAGED. INDISCRIMINATE AND
CONVENIENCE TRAFFIC SHALL NOT BE ALLOWED.
1.06 STOCKPILE/BORROW AREAS: THE CONTRACTOR SHALL BE
RESPONSIBLE FOR SELECTING, OBTAINING AND MAINTAINING STOCKPILE
OR BORROW AREAS WHICH HE MAY REQUIRE TO COMPLETE THE
CON-71RACT. HE IS ALSO REQUIRED TO DE51GN AND INCORPORATE ALL
NECESSARY SEDIMENT AND EROSION CONTROLS MEASURES NECESSARY
TO "REVENT EROSION AND CONTRIBUTION OF SEDIMENT TO ADJACENT
AREAS. THE CONTRACTOR 15 RESPONSIBLE TO OBTAIN ALL NECESSARY
PERMITS OR APPROVALS FOR BORROW OR SPOIL AREAS OUTSIDE THE
CONSTRUCTION LIMITS.
1.07 DISPOSAL OF EXCESS WATER FROM EXCAVATIONS: THE
CONTRACTOR SHALL PRACTICE MANAGEMENT OF EXCESS WATER PUMPED
FROM EXCAVATION TO REDUCE THE PRODUCTION AND SPREADING OF
SEDIMENT. PUMPED WATER SHALL BE DISCHARGED ONTO STABILIZED
SURFACES AND ALLOWED TO FILTER THROUGH EXISTING VEGETATION IF
POSSIBLE; OTHERWISE, ADDITIONAL CONTROL MEASURES MAY BE
NECESSARY. IF DITCHES ARE REQUIRED TO REMOVE PUMPED WATER
FROM CONSTRUCTION EXCAVATIONS, THEY SHALL BE GIVEN THE SAME
CONSIDERATION AS ANY OTHER MAN-MADE WATERWAY AND THEY SHALL
BE STABILIZED AS TO NOT DEGRADE AND PRODUCE SEDIMENT.
1.05 EXCAVATION AND BACKFILL: EXCAVATION SHALL BE CLOSELY
CONTROLLED AND ALL THE MATERIAL REMOVED FROM THE EXCAVATION
SHALL BE SELECTIVELY STOCKPILED IN AREAS WHERE A MINIMUM OF
5EDII"IENT WILL BE GENERATED AND WHERE OTHER DAMAGE WILL NOT
RESULT FROM THE PILED MATERIAL. DRAINAGE WAYS SHALL BE
PROTECTED AT ALL TIMES AND THE PLACEMENT OF MATERIAL IN
DRAINAGE WAYS FOR CONVENIENCE SHALL NOT BE ALLOWED.
BACKFILLING OPERATIONS SHALL BE PERFORMED IN SUCH A MANNER
THAT REMAINING TREES ARE NOT DAMAGED.
1.09 FINAL GRADING AND SEEDING: FINISH GRADING, TOPSOILING,
SEEDING AND/OR SODDING SHALL BE PERFORMED AFTER THE
CONSTRUCTION PHASE IS COMPLETE. PERMANENT VEGETATION OF THE
AREAS, THAT HAVE BEEN DISTURBED, SHALL BE RE-ESTABLISHED AS
RAPIDLY AS POSSIBLE, IF THE COMPLETION OF THE CONSTRUCTION
ACTIVITIES DO NOT COINCIDE WITH A SEASON IN WHICH PERMANENT
VEGETATION CAN BE GENERATED, AN INTERIM OR TEMPORARY
PROGRAM 15 REQUIRED. THIS SHALL INCLUDE SOIL CONDITIONERS AND
MULCHING AS NECESSARY FOR SOIL STABILIZATION. IN ANY CASE,
SEDIMENT AND EROSION CONTROLS SHALL BE INSTALLED PROMPTLY
AND THEIR MAINTENANCE ASSURED.
1.10 APPROVAL: THE APPROVED EROSION CONTROL PLAN WILL BE
PROVIDED BY THE OWNER. ANY STANDARD CONDITIONS RELATING TO
SOIL EROSION AND SEDIMENT CONTROL ISSUED TO THE CONTRACTOR AS
A PART OF ANY PERMITS SHALL BE AVAILABLE AT THE JOB SITE AT
ALL TIMES.
8'-0" MAX. WITH
HOGWIRE FENCE
6'-0" MAX. WITHOUT
WIRE FENCE
5' MIN. STANDARD
"T" POSTS, 1.25 LB/LF
OR HEAVIER
EXTENSION OF
FABRIC AND WIRE
INTO TRENCH
STEEL POST
W11_1
FILL
m0mm,
FILTER
m i0 FABRIC 4 - o�
NOTES:
1. ALL SILT FENCE MATERIAL SHALL MEET OR EXCEED ASTM D 6461
2. SILT FENCE SHALL BE CONSTRUCTED AND MAINTAINED IN
ACCORDANCE WITH SECTION 6.62 OF THE NCDEQ EROSION CONTROL
PLANNING AND DESIGN MANUAL. SEE THIS SHEET FOR ADDITIONAL
SPECIFICATIONS AND MAINTENANCE CONSIDERATIONS.
3. USE DOUBLE ROWS OF SILT FENCE (t4' APART) WHERE INDICATED
ON PLANS.
TEMPORARY SILT FENCE
NOT TO SCALE
A D. = PIPE DIA
= APRON LENGTH
W = APRON WIDTH
3 X PIPE J!.A. MIN.
d = APRON DE' TH
SLOPE 0
NOTES: III'illi�l(IITII�.il.i
I. Lo 15 THE LENGTH OF THE
RIPRAP APRON.
SCALE I/4"=I'-0"
2. d = 1.5 TIMES THE MAXIMUM
STONE DIAMETER BUT NOT LESS SECTION A -A
THAN G".
S. A FILTER BLANKET OR FILTER
FABRIC SHOULD BE INSTALLED
BETWEEN THE RIPRAP AND SOIL
FOUNDATION.
7ATION TIMEFRAMES
STABILIZATION
TIMEFRAME EXCEPTIONS
7 DAYS
NONE
7 DAYS
NONE
7 DAYS
IF SLOPES ARE 10' OR LESS IN LENGTH AND ARE
NOT STEEPER THAN 2:1, 14 DAYS ARE ALLOWED
14 DAYS
7 DAYS FOR SLOPES GREATER THAN 50'IN
LENGTH.
14 DAYS
NONE, EXCEPT FOR PERIMETERS AND How ZONES
A
FILTER FABRIC
11111111111111911
MAX
NCDOT #5
WASHED
STONE
II
If II
I I II I
TEMPORARY MET I
NOT TO SCALE
NCDOT #5
WASHED STONE
9-GAUGE HARDWARE CLOTH
1/4 MESH OPENINGS)
2"
STIR ID
Do (IN.)
La (FT.)
W'(FT.)
d (IN.)
CLASS
FES #1
24
12
6
12
B
FES #10
18
12
6
12
B
FES #13
18
12
6
12
B
FES #16
24
12
6
12
B
RP RAP OUTLETIINLET PROTECTION
NOT TO SCALE
MULCHING MATERIALS AND APPLICATION RATES
MATERIAL
RATE PER ACRE
QUALITY
NOTES
Dry, unchopped,
Should come from wheat or oats -
1-2 tons
unweathered; avoid weeds
read
N tackex tlonNdn or machine; must
TEMPORARY SEEDING
RIP -RAP APRON SCHEDULE
ING
GRASS TYPE
A E
C
ACRE
MAINTEON ANCE
DEC 1 - APR 15
RYE (GRAIN) &
LESPEDEZA, KOBE
120 LBS.
& 50 LBS.
750 LBS. 10-10-10
NA
NA
APRIL 15-AUG 15
GERMAN MILLET
40 LBS.
750 LBS. 10-10-10
NA
NA
AUG 15-DEC 30
RYE (GRAIN)
120 LBS.
1,000 LBS. 10-10-10
NA
NA
PERMANENT SEEDING
GRASS TYPE
AMN
1000 S .
TIE OF
SEEDING
FERTILIZATIO
INITIAL
MAINTENANCE
BERMUDA, COMMON
1-2 LBS.
APR. THRU JUNE
25 LBS. 10-10-10
MARCH - APRIL
12 LBS. 1G-10-10
EACH 4-8 WEEKS
1-2 LBS. N.
AUG. - SEPT.
12 LBS. 10-10-10
FESCUE, TALL
(KENTUCKY 31)
5-7 LBS.
SEPT. THRU OCT.
FEB. THRU OCT.
25 LBS. 10-1G-10
FEB. - MARCH
12 LBS. 10-10-10
MAY & DEC.
1/2 TO 1 US. N.
SEPT. - OCT.
12 LBS. 10-10-10
SERICEA
LESPEDEZA (SLOPES)
1-2 LBS.
MARCH THRU APR.
25 LBS. 10-10-10
FEB. - MARCH
1/2 TO 1 LB. N.
NA
SEEDING SCI-%=;;;;DLJLE-
SEE SHEET 1-1 FOR LEGEND AND
GENERAL NOTES
ISSUED FOR
CONSTRUCTION
C
REVISED LOT LAYOUT,
ISSUED FOR CONSTRUCTION
RAS
7/25/17
B
ISSUED FOR STORMWATER, EROSION
CONTROL AND CONTRACTOR PRICING
EMN
10/10/14
A
ISSUED FOR WATER AND SEWER
PERMITTING
MTH
8/6/14
REV.
DESCRIPTION
REV B
DATE Y
REVISIONS
\uulnuttt
CARp�''%,
StAL
.Q 03051pp
;A1l S
CAPE FEAR
ENGINEERING
151 Poole Rd.,Suite 100, Beiville, NC, 28451
TEL [phone], FAX [phone]
www.capefearengineenng.com
N.C. LICENSE # C-1621
PROJECT 820-01C
NUMBER :
SCALE : AS SHOWN
DATE 10 OCT 14
TRACKING :
GRAYSM PARK
PHASE IC SECTION 3
ECEIVE
DETA�
BY:
PROJECT NUMBER SHEET NUMBER
820-OIC D-3

Construction Rians
for
PHASE 7 C
SECT/ON 3
Town of Le/and, North Carc>iina
CAPE FEAR
ENGINEERING
151 Poole Rd.,Suite 100; Belville, NC, 28451
TEL [phone]; FAX [phone]
www.capefearengineeiing.com
N.C. LICENSE # C-1621
INDEX
COVER
1-1
INDEX AND WPORMATION
C-1
WEST CHANDLER HEIGHTS DRIVE STA 10+00 TO 19+78
SD-1
STORMDRAN PLAN
SD-2
G 2ADNG PLAN
P-1
POND *0 DETAILS
P-2
AMENITY POND a8 DETAILS
SE-1
SEDIMENT AND EROSION CONTROL PLAN
D-1
DETAILS
D-2
DETAILS
D-3
DETAILS
APPROM
NOPTH i;AROUINA ENVIRONMENTAL
iANr EMEI J COMMISSION
c5w G(-,oa38 1�1lally �g
FINAL DESIGN
NOT FOR CONSTRUC'nI N
OLT
BY:__

r
r r
r r
r " r
r y r
r y
r r
r r
i
r " r
r "•
r ib
NC GRID
r y r r NAD 83 (2011)
100' 0 100' 200
r
y r
r '�` r
r y 1A r r 1 INCH =100 FEET
+. M
r P1 r
y � r r
r r
r r
_ r _
yZj--_
r y ^r r n (1 mez r-i -
r
y r r r r y 6 61 60 59 n
58
0 55 54 152 I 51 I 50 7 -
r
y y H� \ � \ - ._.....--- xass
r r r � 80 i,. -- ss d ---��I13� 12
r / 81 I M
14 11
i y \ _P2 a
r r �' 1
15�
r \6 �
wy \
17
19 18
r \ y r r �20Y�r
r \ r C
(,�/'\'�� s
21
\22 �<
r
r " �. 2 3
/
r V
6
/.I'05y 33\
25
r r r 32\ Y 37
/ r y
r
FH
FIRE HYDRANT
SD
STORM DRAIN
CI
CURB INLET
JB
JUNCTION BOX
SSMH
SANITARY SEWER MANHOLE
WL
WATER USE
IE
INVERT ELEVATION OF: STRUCTURE
RIM
RIM ELEVATION OF STRUCTURE
LF
LINEAR FEET
DIP
DUCTILE IRON PIPE
PVC
POLYVINYL CHLORIDE
ELEV
ELEVATION
GV
GATE VALVE
MIN
MINIMUM
TYP
TYPICAL
I-P
HIGH PONT
LP
LOW PONT
CONC
CONCRETE
RCP
RENFORCED CONCRETE PIPE
TBM
TEMPORARY BENCH MARK
STA
CENTERLINE STATION
BOA
BLOW OFF ASSEMBLY
HLDPE
HIGH DENSITY POLYET-EYLENE
ESMT
EASEMENT
DE
D12ANAGE EASEMENT
EOP
EDGE OF PAVEMENT
BOO
BACK OF CURB
ROW
RIGHT OF WAY
TEMP
TEMPORARY
PERM
PERMANENT
LEGEND
PROPOSED EXISTING
WL GATE VALVE w
WL BOA
FI2E HYDRANT }�
WL Tom.
WL CROSS
WL REDUCER -►-
SANITA12Y SEWER SERVICE LATERAL -
WATER LINE SERVICE LATERAL
EASEMENT (ESMT) - - -
WATER LINE -PSWL- -z&wt-
SANITARY SEWER LINE -Pass-
STORM DRAM PIPE - - -
DUCTILE IRCN SANITARY SEWER PIPE
SANITARY SEWER MH (SSMH) i
CURB INLET (CD •
JUNCTION BOX (JB) e
CONTOURS
FLOOD ZONE
u u
WETLANDS WSW
r
M ym
n n
LOT NUMBERS ao 80
STORM DRAIN LABELS OI CO
PROPOSED SPOT ELEVATIONS X®
CIVIL GENERAL NOTES,
GENERAL
UTILITY NOTES=
SANITARY SEWER NOTES CONTINUED,
EROSION
CONTROL NOTES CONTINUED=
L
ALL UTILITY MATERIALS, CONSTRUCTION AND WORKMANSHIP SHALL MEET OR EXCEED
3.
MINIMUM UTILITY SEPARATIONS
4.
EROSION AND SEDIMENT CONTROL MEASURES SHALL BE MAINTAINED
I.
THIS DRAWING IS BASED ON SURVEY DATA BY CAPE FEAR ENGINEERING, INC. OF
BRU SSWICK REGIONAL WATER AND SEWER (H2GO) AND NCDENR STANDARDS AND
WATER - SEE WATER NOTES ABOVE
CONTINUOUSLY, RELOCATED WHEN NECESSARY, AND SHALL BE
BE.VILLE, NC. VERTICAL DATUM IS NAVD88. HORIZONTAL DATUM IS NAD83 (201D.
SPECF9CATIONS.
STORM SEWER - 24-INCHES (VERTICAL)
CHECKED FOR STABILITY AND PROPER FUNCTIONING AFTER EVERY
RAINFALL EVENT.
2.
EXISTING UTILITY INFORMATION IS NOT TO BE RELIED ON AS BEING EXACT OR
2.
CONTRACTOR SHALL FIELD ALL EXISTING UTILITY LINES PRIOR TO Tl E
4.
WHERE SANITARY SEWERS PASS UNDER STORM DRAIN PIPE AND TI-E VERTICAL
COMPLETE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATION, VERIFICATION,
INSTALLATION OF ANY NEW LIUNES. NESVEIRFY
SEPARATION IS LESS THAN 24', ENGINEERING SOLUTIONS SUCH AS DUCTILE IRON PIPE
SUPPORT AND PROTECTION OF ALL ABOVEGROLND AND UNDERGROUND UTILITIES TO
OR STRUCTURAL BRIDGING SHALL BE PROVIDED TO PREVENT CRUSHING THE
SEQUENCE
OF
LAND DISTURBANCEt
REMAIN N PLACE, INCLUDING ANY UTILITIES NOT INDICATED ON CONTRACT DRAWINGS.
3.
ALL WATER AND SANITARY SEWER SERVICES ARE TO BE LOCATED IT FROM THE
UNDERLYING PIPE
L
PRECONSTRUCTION CONOE12ENCE TO BE HELD PRIOR TO THE BEGINNING OF WORK.
ANY CONFLICTS OR DISCREPANCIES SHALL BE BROUGHT TO T 14E OWNER'S AND
PROPERTY CORNER. WHEN SERVICES ARE PLACED AT PROPERTY CORNERS THAT
ENGNEER'S ATTENTION IMMEDIATELY.
HAVE AN EASEMENT, THEY ARE TO BE PLACED ON THE EASEMENT LINE. TYPICALLY
5.
WHERE SANITARY SEWERS PASS OVER STORM DRAIN PIKE AND THE VERTICAL
2.
K LTS OF DISTURBANCE
DETERMINE AND MARLIMITS
TEN 00) FEET FROM THE PROPERTY CORNER WHERE THIS APPLES.
SEPARATION IS LESS THAN 24, THE SANITARY SEWER SHALL MEET THE MATERIALS, ALS,
3.
CONTRACTOR SHALL PROTECT ALL EXISTING STRUCTURES. TREES, PAVEMENT,
TESTING METHODS, AND ACCEPTABILITY STANDARDS FOR WATER MAINS 05A NCAC
UTILITIES, AND OTHER PROPERTY UNLESS THEY ARE TO BE DEMOLISHED. ANY
4.
EXISTING CONTRACTOR
UTILITIES SHALL BE PROTECTEDAVATE
180
3.
INSTALL STONE CONSTRUCTION ENTRANCE, AND SILT FENCE.
PROPERTY NOT AUTHORIZED FOR REMOVAL, BUT DAMAGED BY THE CONTRACTOR
SHALL BE RESTORED BY THE CONTRACTOR AT NO ADDITIONAL EXPENSE TO THE
SHALL HANNDD EXCAVATE WHEN ADJACENT TTO EXISTING UTLITIESCONSTRUCTION
OE.
4.
INSTALL SEDIMENT BASINS AND SKIMMER DEWATE9RI G DEVICES.
AND
GRADING
NOTES:
OWNER.STORMWATER
5.
TE-E UTILITY DRAWINGS DO NOT SHOW EVERY OFFSET, TRANSITION, AND FITTING THAT
5.
TOP SOIL REMOVAL AND STORAGE. ALL ROOTS, STUMPS, OR OTHER DEBRIS SHALL BE
4.
CONTRACTOR SHALL MAKE EVERY EFFORT TO SAVE PROPERTY IRONS, MONUMENTS,
MAY BE REQUIRED. CONTRACTOR SHALL BE RESPONSIBLE FOR DETERMINATION OF
L
CONTRACTOR SHALL COORDINATE WITH THE UTILITY PROVIDERS FOR REQUIRED
REMOVED FROM TOP SOIL PRIOR TO STOCKPILING.
OTHER PERMANENT POINTS AND LINES OF REFERENCE NCE AND CONSTRUCTION STAKES.
AND PROVIDING RTTNGS NECESSARY FOR COMPLETION OF THE SYSTEM.
UTILITY ADJUSTMENTS AND/OR RELOCATIONS.
PROPERTY IRONS, MONUMENTS. AND OTHER PERMANENT POINTS OF REFERENCE
6.
ALL SANITARY SEWER STRUCTURESPAVED IN PAVAREAS SHALL BE FLUSH WITH
2.
ALL CUT OR FILL SLOPES SHALL BE 311 OR FLATTE2 UNLESS OTHERWISE NOTED.
6.
INSTALL STORMDRAIN AND INLET/OUTLET PROTECTION
DESTROYED BY THE CONTRACTOR SHALL BE REPLACED BY A NORTH CAROLNA
LICENSED LAND SURVEYOR AT THE CONTRACTOR'S EXPENSE.
PAVEMENT AND SHALL BE TRAFFIC RATED.
7.
BRIG SITE TO FINAL GRADE. SPRFr4D STOCKPILED TOPSOIL OVER DISTURBED ARF�4S.
3.
DURING CONSTRUCTION, CONTRACTOR SHALL PERFORM GRADING IN A MANNER AND
5.
THE CONTRACTOR SHALL MAKE SURE THAT WORK PERFORMED UNDER THIS
WATER NOTES:
SEQUENCE TWAT WILL PROVIDE PROPER D12ANAGE AT ALL TIMES.
8.
INSPECT AND MAINTAIN ALL EROSION CONTROL DEVICES EVERY 7 DAYS AND AFTER
CONTRACT SHALL NOT IMPACT THEOPERATION OF ANY ADJACENT PROPERTIES.
EACH SIGN99CANT RAINFALL EVENT (06' OR GREATER).
ME
MINIMUMUTILITY SEPARATIONS
4.
CONTRACTOR SHALL ADJUST AND/OR CUT EXISTING PAVEMENT AS NECESSARY TO
6.
CONTRACTOR SHALL SEQUENCE WORK AS NECESSARY TO ENSURE THAT ALL UTILITY
SANITARY SEWER -10-FEET (LATERALLY)
ACCOMMODATE STORMDRAN INSTALLATION AND ASSURE A SMOOTH FIT AND
9.
PLACE TEMPORARY SEEDING. INCLUDING ML LC14NG AND CRIMPING, ON ALL PERIMETER
SERVICES, INCLUDING FIRE HYDRANTS, REVMAN OPERATIONAL DURING CONSTRUCTION.
- 18-NCHES (VERTICAL - WATER OVER SEWER)
CONTINUOUS GRADE (BETWEEN EXISTING AND PROPOSED PAVEMENT SECTIONS.
SWALES AND ALL AREAS WITH SLOPES GREATER THAN 311 THAT ARE TO BE LEFT IDLE
STORM SEWER - 18-NCHES (VERTICAL)
FOR MORE THAN 7 DAYS. PLACE TEMPORARY SEEDING, INCLUDING MULCHING AND
7.
THE CONTRACTOR SHALL TAKE ADEQUATE PROTECTIVE MEASURES TO INSURE THAT
5.
UPON THE COMPLETION OF CONSTRUCTION AND SITE STABILIZATION ALL PROPOSED
CRIMPING, ON ALL OTHER DISTURBED AREAS THAT ARE TO BE LET IDLE FOR MORE
EQSTING PAVEMENT SURFACES ARE NOT DAMAGED FROM TRACKED CONSTRUCTION
2
WHB'QE A WATER MAN PASSES OVER A SEWER, AND THE VERTICAL SEPARATION IS
PIPES SHALL BE CLEANED OUT TO REMOVE ALL ACCUMULATED SLT AND DEBBRIS.
THAN 14 DAYS.
EQUIPMENT OR ANY OTHER POSSIBLE SOURCE WPM EQUIPMENT IS BEING MOVED
LESS THAN 18' OR WHERE WATER PASSES UNDER SEINER, THE SEWER AND
DLURING AND AFTER WORK IS BEING CONDUCTED. CONTRACTOR SHALL REPAIR ANY
WATE 2MAN SHALL BOTH BE DUCTILE IRON OR GALVANIZED IRON PIPE FOR A
6.
ALL STORM PIPE E NTE12 NG STRUCTURES SHALL BE GROUTED TO ASSURE
10.
PERMANENT GRASS SHALL BE INSTALLED FOR ALL AREAS AT FINAL GRADE AND IN
PAVED AREAS DAMAGED DURING CONSTRUCTION.
DISTANCE OF 10' ON EACH SIDE OF THE CROSSING (20' LENGTH CENTERED AT
CONNECTION AT STRUCTURE IS WATERTIGHT.
SEASON, FERTILIZE, WATER AND REPLACE AS REQUIRED TO ESTABLISH A VIGOROUS
CROSSING - NO JOINTS).
STAND OF GRASS. TEMPORARY IRRIGATION MAY BE 12EQU12ED UNTIL GRASS IS FULLY
8.
EXISTING PAVEMB4TS AND ALL OTHER AREAS ADJACENT TO THE SITE SHALL BE
7.
ALL STORMWATE12 STRUCTURES IN PAVED AREAS SHALT_ BE FLUSH WITH PAVEMENT
ESTABLISHED.
KEPT CLEAN AT ALL TIMES. DO NOT ALLOW BUILD UP OF SOT_, MUD. DUST OR OTHER
3.
ALL WATERLINES SHALL HAVE A MINIMUM OF 36-NCPES OF COVER FROM THE
AND SHALL BE HEAVY-DUTY TRAFFIC RATED.
DEBRIS.
ELEVATION OF FINISHED GRADE.
I.
CONTRACTOR SHALL MAINTAIN GRASS AS REQUIRED. THIS NCL WF-S BUT IS NOT
LIMITED TO IRRIGATING AND MOWING GRASS AND RE -SEEDING / RE -SODDING BARE OR
9.
A 10-FOOT UTILITY EASEMENT HAS BEEN PLACED ALONG ALL LOTS LINES THAT ARE
4.
FIRE HYDRANTS SHALL BE RED IN COLOR AND SHOULD BE EITHER MLIELLER OR
EROSION
CONTROL NOTESt
ERODED AREAS.
ADJACENT TO STREET RIGHT OF WAYS.
AMEBRICAN DARLING.
I.
GRAYSON PARK PHASE IC EROSION CONTROL PLAN WAS PERMITTED BY
R•
AFTER COMPLETION OF CONSTRUCTION AND THE SITE IS STABLIZED, REMOVE ALL
10.
WETLAND DELINEATION ION BY NEEDHAM ENVIRONMENTAL AND PENDING USACE
5.
METE82 BOXES SHALL BE DOUBLE GULFBOXES FOR DOMESTIC AND IRRIGATION
NCDEINR UNDER PERMIT NUMBER B12UNS-2006-190 DATED 09-07-2011.
ACCUMULATED SEDIMENT FROM SILT FENCE AND OTHER EROSION CONTROL
VEPHCATION AND APPROVAL
APPLICATIONS
THESE CONSTRUCTION PLANS FOR PHASE IC SECTION 3 ARE A
MEASURES AND SPREAD EVENLY ACROSS THE SITE. GRASS THESE AREAS
MODIFICATION TO THIS PERMIT.
IMMEDIATELY AND REMOVE ALL EROSION CONTROL MEASURES.
IL
FLOODZONE AS APPROVED BY FEMA AS PART OF CASE 244-04-5583A ON MAY L
SANITARY
SEWER NOTESt
2014,
2.
CONTRACTOR SHALL COMPLY WITH CURRENT NC DEPARTMENT OF
13•
UPON STABILIZATION OF THE SITE, REMOVE EXCESS SEDIMENT FROM PONDS #7 AND
ENVIRONMENT AND NATURAL RESOURCES (NCDENR) 'EROSION AND
tt8 TO THE DESIGN DEPTHS SHOWN ON SHEETS PA AND P-2.
L
SANITARY SEWER SERVICE FOR INDIVIDUAL LOTS ARE TO BE SERVED BY A MAN LINE
SEDIMENT CONTROL PLANNNG AND DESIGN MANUAL' FOR ALL EROSION
GRAVITY SANITARY SEWER WITH LATERALS TO INDIVIDUAL LOTS.
CONTROL WORK.
14.
IF SEDIMENT CAN NOT BE SPREAD EVENLY ACROSS THE SITE BECAUSE THE SITE HAS
ALREADY BEEN STABILIZED / VEGETATED, CONTRACTOR SHIALL. BE RESPONSIBLE FOR
RAN GUARDS SHALL BE PLACED IN ALL MANHOLES, VINYL FOR MANHOLES LOCATED
3.
IF UNFORESEEN EROSIVE CONDITIONS DEVELOP DURING CONSTRUCTION
TRANSPORTING SEDIMENT OFFSITE AND DISPOSING OF SEDIMENT IN ACCORDANCE
OUTSIDE OF PAVED AREAS, STAINLESS STEEL FOR MANHOLES LOCATED INSIDE OF
AS THE RESULT OF INCREASED RUNOFF OR SI=DIMELINT DISPLACEMENT,
WITH ALL LOCAL. STATE, AND FEDERAL REGILLATIONS.
PAVED AREAS.
THE CONTRACTOR SHALL TAKE ACTION TO REMEDY SUCH CONDITIONS
AND PREVENT DAMAGE TO ADJACENT PROPERTIES.
SEE THIS SHEET FOR LEGEND AND
GENERAL NOTES.
FINAL DESIGN
NOT FOR CONSTRUCTION
CAPE FEAR
ENGINEERING
151 Poole Rd.,Suite 100; Beiville, NC, 28451
TEL [phone], FAX [phone]
wwwcapefearengineering. com
N.C. LICENSE # C-1621
PROJECT NUMBER 820-01C
SCALE AS SHOWN
DATE : 10 OCT 14
TRACKING
GRAYSON PARK
.SWCTM 3
OCT 13 2014
MVDEX AND bNFORMATION
PR0,ECT NUMBER SHEET NUMBER
820-OIC 1-I

14 I 1
'iu
20
19
17
\\ " .......... "1-" _AMENITY POND U8
16 \ 67 es ,. es 81 S E SHEET P-2 FOR
eo POND 8 DETAILS
115 \.
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\ 48 SEE SHEET P-1 FOR
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NaL
so
Nu 61 62 63
ALL_—__---- �i 66
/ \ 89
41
at' l W "GH PONT ELEV - 69.94 HGH POINT ELEV • 70.09
HIGH POINT STA-1+93,75
1 nW annrr FI FV . Fora MA c A - ".n i nW PnN7' R FV . Aono HIGH POINT STA - I4+45.39
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7
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72
70
68
66
64
62
60
58
56
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NOTE, WHERE A PROPOSED SANITARY SEWER
SERVICE IS TO TIE DIRECTLY INTO A SANITARY
SEWER MANHOLE, THE INVERT OF THE SERVICE LINE
SHALL BE NO MORE THAN 2.5-FT ABOVE THE
n INVERT OF THE SEWER MANHOLE.
NC GRID
\ NAD 83 (2011)
(., 50' 0 50' 100'
16 ' 1 INCH = 50 FEET HORIZ
1 INCH = 5 FEET VERT
"GH PONT ELEV - 69.97
W'W PCVW :cre . n+eAoa LOW PONT ELEV - 69.46
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78
76
74
72
70
68
66
64
62
60
58
56
55
SEE SHEET 1-1 FOR LEGEND AND
GENERAL NOTES
SEE SHEET SD-1 FOR
STORMDRAIN PLAN
FINAL DESIGN
NOT FOR CONSTRUCTION
B
ISSUED FOR STORMWATER, EROSION
CONTROL AND CONTRACTOR PRICING
EMN
10/10/14
A
ISSUED FOR WATER AND SEWER
PERMITTING
MTH
8/6/14
REV.
DESCRIPTION
Y
RATE
S
1 ✓
CAFE FEAR
ENGINEERING
151 Poole Rd.,Suite 100, Belville, NC, 28451
TEL [phone]; FAX [phone]
www.capefearengineenng.com
N.C. LICENSE#C-1621
PROJECT 820-01C
NUMBER :
SCALE c AS SHOWN
DATE : 10 OCT 14
TRACKING :
GRAYSON PARK
PHASE IC SECTION 3
WEST CHANDLER
HEIGHTS DRIVE
STA 10+00 TO 19+78
2-ONUMBER CHANDLEP HEIGHTS DQIVE 80C I SHEET

LF 24"
a .32X
SaL
RIM 68.10
[I.E. OUT 65.50 /G
y10L. � \
mFES
NIL/ I.E. IN 65.001
/
1/
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M \ , AL �/ `
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zi
n.
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� CTOR SHALL ` � \ � � / / %- - - T - '
TE TO LOT GRAD'�` 49
RJG
(SEE SD-2)
j RIM 67.95
/ I.E. OUT
65.03 64
/ I.E. IN 65.04
/
n� yam\
122 LF 24"
! 0. 0%
6)6
B' 25 LF
HDPE
f /
\ -N' CONTRACTOR
ALL\ TE TO LOT GR
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}
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/
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t �
RIM 69.59
I.E. OUT 66.20
0
RIM 69.22
I.E. OUT 66.51
67
UO
58
/ WEST C'WAND ER CI #12 � 45/
!! HEIGHTS\DR E RIM 68.83 \ 57 n55
- /'51501. . OUT 66.35 54 53 52]] /
/I
/ CI 1
quad I8d RIM 68 97 24 LF 18 // �r ' 8
RIM 68.63
I.E. OUT 65.29
I.E. IN 65.29
/ RIM 68.63
/ I.E. OUT 65.50
I.E. IN 65.50
I.E. IN 6.00
\ 79
�\ \\ 121 LF 21
\\ \HOPE
I / 108 LF 18 \ \
HDPE 0 0.18%
\ r
/ u
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I
7
CI \
RIM 69.23 \
I.E. 0 T 66.59
' � 1
71
24 LF 18" �\
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72
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}
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73 t
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24 LF 18 X
sssd _ H PE ®0. 8% I. H P
- MBd -IMBd
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m
RIM 69.50
LF
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I.E. OUT 66.00
�68
AL
NUL
81 I I / / ... 3 _
82 I 148 LF 18 / 1 I ` 1 # 4
I H P ®0.50% I I RIM 68.97
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87
83 I.. 1 '-
1I I I O S I I 89 90 4
J ► 85 86 I I ' yy ' 1
I 1
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1 T I 141 LF 18" '
\ - -- - _ 'r,, - HQP ® 0.53% �-
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1. . IN 65.50 - - - \
FES #1
I.E. IN 6 .5
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-
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\ /
20 i
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\------- - ---
� 25
NC GRID ` 1 3
NAD 83 (201)
50' 0 50' 100'
1 INCH = 50 FEET
rLE<00
SEE SHEET 1-1 FOR LEGEND AND
GENERAL NOTES
SEE THIS SHEET FOR STORM
DRAIN PLAN.
LFINAL DESM
NOT LFORCONSTRUCTION
(
CAPE FEAR
ENGINEERING
151 Poole Rd.,Suite 100, Belville, NC, 28451
TEL [phone]; FAX [phone]
www.capefearengineering.com
N.C. LICENSE#C-1621
PROJECT NUMBER 820-01C
SCALE: AS SHOW
DATE : 10 OCT 14
TRACKING :
GRAYSON PARK
PHASE IC SECTION 3
PROJECT NUMBER SHEET NUMBER
820 O10 1 SD-1

AW-
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/ — 7L13 70.73 70 sdu _ / / /60 49
-- TE TO
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69 `� 70.56 6
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SEE SHEET
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,FOR POND
65 64 83 `i, W
87 /-----67---AL
' \\t\\ W C \
WY
Au
19
20 \
AL TE TOQADM
23
25/
NC GRID
NAD 83 (2011)
50' 0 50, 100'
SEE SHEET 1-1 FOR LEGEND AND
GENERAL NOTES
FINAL DESIGN
NOT FOR CONSTRUCIII N
,�luuuuuNu�
01
CggO`p���i
�O QP�FESS/�'y'.2
03-0507
.i
a
CAPE FEAR
ENGINEER -ING
151 Poole Rd.,Suite 100, Belville, NC, 28451
TEL [phone], FAX [phone]
www.capefearengineering.com
N.C. LICENSE#C-1621
PROJECT 820-OIC
NUMBER :
SCALE : AS SHOWN
DATE : 10 OCT 14
TRACKING :
04,13 20i4
GRAYSON PARK
PHASE IC SECTION 3
P; M .
1 INCH = 50 FEET PROJMT NUMBER SHEET NUMBER
820-OIC SD-2

/
POND $27 \
20' 0 20' 40'
1 INCH = 20 FEET HORIZ
Si
\
\ / NORMAL POOL \
\ MAIN POOL \
A'I
\
,
/
II
I
e /
/j /
10' PON
EMERGENCY I
/ �
/
/ /
// /
AINTENANCE
SPILLWAY I
EASEMENT.
6'
FES
FbwEBAY
1
1
/
/
/
/
/
2
/ /
/ r
63 j
/ r i
'VEGETATED j
SHELF j
/ ! j
64
70 /
/
/ r /
65 /
20' DRAINAGESyS6
/ 41B u2 \ \ ( / EASEMENT
SSN1H
/ /fr
CI a
/ I
If
/ I
/ I
If I
If
/ a
a
45
�"Tll: II
a
I #4
\
TOP OF EMBANKMENT = MIN 69.0'
EMERGENCY SPILLWAY=68.0'
OCT OVER EXCAVATE
FOR SEDIMENT STORAGE
WETLANDS VEGETATION NOTE.
THE VEGETATED SHELF SHALL BE PLANTED WITH A MINIMUM OF THREE
DIVERSE WETLAND SPECIES A MINIMUM OF 50 PLANTS PER 20D SF OF
SHELF AREA SHALL BE PRONDED. PLANTS SHOULD GENERALLY BE PLANTED
24" TQ 36" ON CENTER AND SHOULD YIELD FULL COVERAGE N 1-2 YEARS
THE FOLLOWING SPECIES OF WETLANDS VEGETATION ARE SUITABLE FOR
PLANTING ALONG THE 10:1 VEGETATED SHELF..
PLANTS SUITED FOR SHELF THAT'S UNDERWATER
- SAGITTARIA LANCIFOUA (BULL TONGUE)
- SAGITTARIA LA71FOUA (LUCK POTATO)
- SAURURUS CERNUUS (UZARDTAIL)
PLANTS SUITED FOR SHELF THAT'S ABOVE WATER
- ASCLEPIAS INCARNATA (SWAMP MILKWEED)
- CARD( IMERA (QUILL SEDGE)
- CHELONE GLABRA (WHITE 1URXDiEAD)
IF ONE OR MORE OF THE SUGGESTED SPECIES IS UNAVAILABLE APPROPRIATE
WETLANDS VEGETA71ON COMMON TO 774E COASTAL NORTH CAROLINA RECIDN
MAY BE SUBSTITUTED. SEE CH 9 OF STATE STORMWA7ER BMP MANUAL FOR UST
OF OTHER RECOMMENDED WETLANDS PLANTS.
TOP OF EMBANKMENT = 69.0' MIN
FAAFROFNCY SPII I WAY = RR_n'
24" HDPE
IE= 55.5BOTTOM EL= 60.0'
10' WIDE
10:1
SHELF
EMBANKMENT SECTION
NOT TO SCALE
12' THICK RIP -RAP W/FABRIC
UNDER.
GEOTEXTILE FABRIC-
36 FT
30 FT
TOP OF RIP -RAP
ELEV. = 6&0'�.&,,,4
EMERGENCY SPILLWAY
NOT TO SCALE
TOP OF EMBANKMENT
ELEVATION = 69.0'
10
SEE DETAIL
THIS SHEET
FOR
TRASH RACK
0
I
In
4" PVC SCREW
TYPE PLUG
BOX PLAN VIEW
NOTES:
1. FAIRCLOTH SKIMMER (OR ENGINEER APPROVED EQUAL) TO BE INSTALLED ON PRIMARY OUTLET STRUCTURE BOX
AND TO REMAIN IN PLACE UNTIL SITE IS PERMANENTLY STABILIZED PER NCDENR/LQS S&E PERMIT.
2. ORIFICE/SKIMMER ASSEMBLY AT OUTLET STRUCTURE TO BE TEMPORARILY COVERED WITH
WIRE AND 57 STONE UNTIL SITE IS STABLE
FAIRCLOTH SKIMMER (OR ENGINEER APPROVED EQUAL)
X" SKIMMER W/ X" ORIFICE
4" PVC SCRE\
TYPE PLUG
TEMP
REMOVE SKIMMER ONCE SITE HAS
BEEN STABILIZED AND INSTALL
PERMANENT ORIFICE PIPE.
4" PVC TEE
�7 NWL = 65.5
4" PVC CAP WITH 1.5"
DRILLED
POND BOTTOM
ELEV= 60.0'
8"
MIN
12"
SECTION VIEW
OUTLET STRUCTURE #17
� SOQ
OtP
o0 8�X
1 FT SUMP
INV = FOR CLEANOUT
65.5' INV= 65.5'
4" PVC STUBBED
INTO BOX
1
24" HOPE
OUTLET PIPE
5 FT x 5 FT PRECAST CONCRETE BOX
12" EXTENDED BASE
6"BASE
T
8" STONE BEDDING
LEGEND
SEE SHEET 1-1 FOR LEGEND AND
GENERAL NOTES
SEE SHEET SD-1 FOR
STORMDRAIN PLAN
FINAL DESIGN
NOT FOR CONSTRUCTION
CAPE FEAR
ENGINEERING
151 Poole Rd.,Suite 100; Belville, NC, 28451
TEL [phone], FAX [phone]
www.capefearenginearing.com
N.C. LICENSE#C-1621
PROJECT
820-01C
NUMBER :
SCALE AS SHOWN
DATE : 10 OCT 14
TRACKING
GRAYSON PARK
PHASE IC SECTION 3
13 2014 POND #7
DETAILS
FOREBAY & WETPOND SECTION
NOT TO SCALE
PROJECT NUMBER SHEET NUMBER
820-OIC P-1

1 130
SEE SHEET 1-1 FOR LEGEND AND
GENERAL NOTES
SEE SHEET SD-1 FOR
STORMDRAIN PLAN
FINAL DESIGN
NOT FOR CONSTRUCTION
♦O``````�NIICAgO( ����i
FESS
030507
O c
%:�;NOINEE;:' GJ♦O
r
Am
v ♦ i �i
CAPE FEAR
ENGINEERING
151 Poole Rd.,Suite 100, Belville, NC, 28451
TEL [phone]; FAX [phone]
www.capefearengineering.com
N.C. LICENSE#C-1621
PROJECT 820—OIC
NUMBER :
SCALE : AS SHOWN
DATE : 10 OCT 14
TRACKING :
GRAYSON PARK
PHASE IC SECTION 3
AMENITY POND #8
DETAILS
PROJECT NUMBER SHEET NUMBER
820-OIC I P-2

I
0
A4
AL
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ADDITIONAL
ADDITIONAL NOTES:
1. TOPOGRAPHIC INFORMATION PROVIDED BY CAPE FEAR ENGINEERING, iNC.,
ELEVATION BASED ON NAVD88.
2. CONTRACTOR TO FIELD VERIFY ALL EXISTING UNDERGROUND UTILITIES BEFORE
BEGINNING CONSTRUCTION.
3. THE TOTAL AREA OF DISTURBANCE IS 395,080 SF (9.07 AC).
4. WETLAND DELINEATION BY NEEDHAM ENVIRONMENTAL AND PENDING USACE
VERIFICATION AND APPROVAL.
5. INSTALL POND #7, FOREBAY, AND POND #8 WITH STORMWATER OUTLETS AND
PIPING INFRASTRUCTURE BETWEEN POND #8 AND POND #7 BEFORE BEGINNING
ANY GRADING OR CONSTRUCTION.
1
'� 13
87--
i 1 14
REQUIRED GROUNDCOVER TIMES
7 DAY MAXIMUM
14 DAY MAXIMUM
r
LE-CH94>
PRO.IECT BOUNDARY
1
AREA OF
DISTUMANCE
SLT PENCE■
■ ■
EMTING CONTOURS
PROPOSED
CONTOURS
WETLANDS
.. •
ENTRANCE
O„
•r- -.
PENCE ourniT
SEE SHEET SD-2 FOR GRADING PLAN.
FINAL DESIGN
NOT FOR CONSTRUCTION
A ISSUED FOR STORMWATER, EROSION
\ CONTROL AND CONTRACTOR PRICING
R# ' DESCRIPTION
s
CAPE FEAR
ENGINEERING
151 Poole Rd.,Suite 100, Selville, NC, 28451
TEL [phone], FAX [phone]
www.capefearengineenng.com
N.C. LICENSE # C-1621
PROJECT NUMBER 820—01C
SCALE : AS SHOWN
DATE : 10 OCT 14
TRACKING
GRAYSON PARK
PHASE IC SECTION 3
IV SEDIMENT AND EROSION
OCT 13 20 4 1 CONTROL PLAN
By —_
PROJECT NUMBER SHEET NUMBER
820-OIC SE -I

VARIES (60' TO 601)
RIGHT-OF-WAY
w
VARIES
VARIES
24' CONC.
ROLL CURS
VARIES
VARIES
CONC.
AND GUTTER
WIDTH
(TYPICAL)
VARIES 0.5'
V2•/FOOT
1/2"/FOOT 1/4'
---'--+
I/4'/FOOT
I
.. ...
.... •—�
4' FROM (�
BOC v
b' ABC
1 1/2' ASPHALT
WL
SEE SHEET C-I FOR
ROAD SECTION
SIDEWALK LOCATIONS.
SIDEWALK TO BE
NOT 70
SCALE
LOCATED 0.5' FROM ROW
LINE (TYP).
TOP OF PAVENE14T 0 GUTTER LINE
O
,- ,
TAPER CURB TAPER
:.�CURB DETAL
NOT • SCALE
28' BOC
50, ROW
OFFSET C LL-DE-SAC DETAIL
NOT TO SCALE
v 1w,• 1
RIM EL. - EDGE OF PVI"IT.
ROLL -TYPE FRAME AND 5EE STORM DRAIN SCHEDULE
GRATE BACK OF CURB
N I x 2"
z bn 21_211 bn (Y-------
1=
�p 3'-On N
N------
d Lam. x
SECTION X PLAN
CLRB INLET
NOT TO SCALE
CURB INLET NOTES:
I. DIMENSIONS VARY WITH PIPE DIAMETER.
2. SHALL MEET NCDOT 840.02 STANDARDS
AND SPECIFICATIONS.
RETANEZ GLANDS (TYP)
M L 45 DEG. BEND (DIP) --\
STORM DRAIN
Dip. —
DIP.
ONE JOINT OF DIP.
M L 45 DEG. BEND mIPJ
OJP.
CONC. BLOCKING ND15
RETAINER GLANDS (TYP) - PLACE (OW BLOC" SLICK THAT rr NAL
NOT 94TERFEM WITTN REdOVAL OF BOLTS.
iF- IF SEPARATION S IV OR MORE. DJP. NOT REO.REL.
WATER MAIN & STORM DRAIN CROSSING
NOT TO SCALE
RELATIONSW OF WATER & SEWER MANS
TFE CONTRACTOR S REQUIRED TO COMPLY WITH THE NORTH CAROLNA
ADMINISTRATIVE CODE RUTS GOVERNING PUBLIC WATER SYSTEMS. TITLE MA NCAC
6041906
1I-10
' r 60'
TYPICAL FOUR-WAY
INTERSECTION
NOT TO SCALE
RAMP TO HAVE
TEXTURED WARNING
SURFACE
TOOLED SCORE
TYPICAL
1/2" EXPANSION
JOINT @ C8G—
.%(r
1/2" EXPAN5ION
JOINT
>RIE5) 51DEWALK 6'-0" MIN.
48 -1 1 MAX TOOLED SCORE 12 1 I
UNDISTURBED 5UBGRADE --/
6" THICK CONCRETE SIDEWALK / RAMP
R-20'
(TYP)
ROW -
a to GAD
TYPICAL THREE-WAY
INTERSECTION
NOT TO SCALE
,n
���
I/2" MAXIMUM LIP
SECTION
A —A
SEE ROLL CURB
1/2" EXP. AND GUTTER
DETAIL
4" THICK AGGREGATE BASE,
TYPE I, No. 21 or 21A
N TE J
I. CROSS AND SIDE RAMPS SHALL NOT EXCEED A SLOPE OF 12:1. CROSS AND SIDE
RAMPS SHALL BE 3,000 P.S.I. CONCRETE WITH SLIP RESISTANT INTEGRAL DETECTABLE
WARNING SURFACE WITH AN EXPOSED AGGREGATE FINISH.
2. CURB RAMPS ARE TO BE LOCATED WHEREVER AN ACCESSIBLE ROUTE WITHIN THE
RIGHT-OF-WAY OF A ROADWAY CROSSES AS SHOWN ON PLANS OR AS DIRECTED BY
ENGINEER, AND SHOULD NOT BE LOCATED BEHIND VEHICLE STOP LINES, EXISTING
LIGHT POLES, FIRE HYDRANTS, DROP INLETS, ETC.
HANDICAP RAMP
FOR ROLL CURB INTERSECTION
(WITH GRASS STRP)
NOT TO SCALE
RETAINER GLANDS (TYP)
M145 DEG BEND mJP) —\
STORM ORAN
M1 45 DEG BEND (DJP) '
DIP.
CONC, BL NOTE:
RETAINER GLANDS RYPJ PLACE CONC— BLOCKING SUCH THAT IT V LL
NOT NTE P02E WITH REMOVAL OF BOLTS
3F - F SEPARATION S W OR MORE. DIP. NOT REQUIRED.
- CONTRACTOR MAY USE DEALCTION OF PVC FORCENAN
WTIFN TO MANCE ALLOWED BY Hx GO AND
MANLFACTLREZ (COUNTY GUIDELINES GOVERN. ON A PER
JOINT BASS, TO ACHIEVE SEMR AND STORM DRAIN
CROSSING WITH M14MUM 24+N0H SEPARATK*L
SEWER MAIN E STORM DRAIN CROSSING
NOT TO SCALE
31000 PSI CONCRETE SIDEWALK, 3G$ RIX 3/8 8' INTERVALS,
n n
BROOM FINISH SLOPE 1/4" / FOOT
IN DIRECTION OF DRAINAGE 1/2" EXP. JOINT @ 24'
INTERVALS TYP.
{1 AT ALL RADII
U) INTERSECTIONS
COMPACTED SUBGRADE�
5'-a AND &-a CONCRETE SDEWALK
NOT TO SCALE
NOTE: USE RIBBON CURB
DETAIL WHERE INDICATED
ON PLANS
NOTE: USE RIBBON CURB
DETAIL WHERE INDICATED
ON PLANS
I
F 4
12" 12" 12" 12"
o � o
c - F**
n c0
'a • a<
24" _ fr 24" Ij
REVERSE SECTION STANDARD SECTION
ROLL CUM & GUTTER DETAIL
NOT TO SCALE
I I 24" RIM AND SOLID TOP
I z NOTE:
BOX SIZE TOBE BASED
`9 I I ON CONNECTING
NG PIPES
m
WALL THICKNESS: AS REQUIRED
----- BY MANUFACTURER.
CONCRETE: 4,000 PSI @ 28 DAYS
KNOCK -OUT PANELS I I I I REINFORCING= AS REQUIRED BY MFR.
IN ALL WALLS (TYP.) (I
J� ---- FOR H2O LOADINGS
BRICK, BLOCK, CMU
OR PRECAST BOX
12" CRUSHED STONE
(n
PLAN
24" SOLID TOP
PIPE
SECTION
JUVCTION BOX
NOT TO SCALE
JUNCTION BOX NOTES:
I. DIMENSIONS VARY WITH PIPE DIAMETER.
2. SHALL MEET NCDOT 840.31 STANDARDS
AND SPECIFICATIONS.
T MN
NTI&L BAgffiL O.D.
CLAW I 90
CLASS
CRU51-E1D STONE FOUNDATION 6' MN -
(DEPTH AS APPROVE) BY - CRUSI� STONE FOINDATION
ENGINEER- 4' Mw a0r�4 AS ENS APPROVED*0BY
1=L�
FOUNDATION=1 11=1 11= , FOUNDATION
MATERIAL1 l l— =1 1
�. 1�=1I 1p=1
6' MN f_7 6N MJ. t'—p
P.V.C. BEDDING D.J.P. BEDDING
GRAVITY SEWER PPE BEDDING DETAL
NOT TO SCALE
37 4NL
OD.
6' MN
LEC;BLDI
SEE SHEET 1-1 FOR LEGEND AND
GENERAL NOTES
FINAL DESIGN
NOT FOR CONSTRUCTION
B ISSUED FOR STORMWATER, EROSION EMN
CONTROL AND CONTRACTOR PRICING 10 10 14
ISSUED FOR WATER AND SEWER MTH
A PERMITTING 8/6/14
REV. DESCRIPTION DA� Y
S
/
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1
CAPE FEAR
ENGINEERING
151 Poole Rd.,Suite 100, Belville, NC, 28451
TEL [phone]; FAX [phone]
www.capefearengineering.com
N.C. LICENSE # C-1621
PROJECT 820-01C
NUMBER
SCALE : AS SHOWN
DATE : 10 OCT 14
TRACKING :
GRAYSON PARK
PHASE IC SECTION 3
F" �- � DETAILS
ti
OCT 13 4
L
PROJECT NUMBER - SHEET NUMBER
820-OIC I D-1

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Engineering, Inc.
151 Poole Rd, Sufte 100
Betville, NC 28451
TEL [phone]
FAX [phone]
www.capefeareng.com
O'DRAWN
R.STEWART
PROJECT
NUMBER:
—ZO-01
DESIGN R.STEWART
CHECK:
R.CHRISTENSEN
SCALE
1"=100'
APPROVED :
R.CHRISTENSEN
DATE
16 JUNE. 2006
GRAYSON
PA12K
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Engineering, Inc.
151 Poole Rd, Suite 100
Beivllle, NC 28451
TEL [phone]
FAX [phone]
www,capefeareng.com
DRAWN
R.STEWART
PROJECT
NUMBER
820-01
DESIGN R.STEWART
CHECK:
R.CHRISTENSEN
SCALE :
1"=100'
APPROVED :
R.CHRISTENSEN
DATE
16 JUNE, 2006
GRAYSON
PARK
OFF —SITE
PROJECT NUMBER SHEET NUMBER
820- 01 1 C-1

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PHASE IC SECTION 3
POND R7
DETALS
820-0IC P-I

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1. TORO71ON EC IE DRN NAV PRONGED BY CAPE FEAR ENGINEERNIG, INC., Tc 0 VEGETATION _VHFIID F DETI ON SHIFf D- 1
. ELEVATION ensEO on NAwea. -[]-1 GARG�AYYS�OCNClP�A/R�K�
- 2. CONTRACTOR i0 DEW VERIFY ALL METING UNDERGROUND UnLRIES BEFORE _ ] DAY L I.U.: PHA—q C_ A�"CiP� 3 -
a BEGINNING CONSTRUCTION.
€i ]. THE TOTAL AREA OF DISTURBANCE 15 395,080 SF IS 0)'AC). --
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APPROVAL :#SAW-2006-40295
5. 'INSTANT POND 17. DREBAY, AND POND #a MTH STORMWATER OI P-E7S AND - Vy!'LIRyL r✓aR KK�
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f. CLQB RA4PS ARE TO BE LOCATED V•M16Z - AN ACCESSBLE 0OJ(E w TLE
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UTILITY DETAILS
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COSTING ROAD
NOTES 1ER FABRIC UNDERLAY SHALL BE INSTALLED
BETWEEN STONE AND SOIL FOUNDATION
TEMPORARY CONSTRUCTION
ENTRANCE
EROSION CONTROLSPECIFICATIONS
1,01 GENERAL: THE CPITGCTOR SHALL BE RESINOUS REP EROSION
AND SEDIMENTATION CONTRA WI -INDICTION TE -CTION LIMITS; FOR
REVS I. OF
SEEM, LADFN RU 1 LEAVING TE CGNSTRUC'LM
LIMITS OR EMERING CREMES. STREAMI OR WATER NI'TPOIND`tEMS;
AND FCR 1MPLEMENTATCH OF NECESSARY EROSION AND SEDIMENTATION
CORR'JL ME4YJFEE TO MEET THE PCOUNI-HIS OF THE NOTION
IR T CAROLIII. DEPAHE T CF OVIRTINT- L OL' 11. IN, CONTRACTOR
lALL ALSO BE RESPONSIBLE FOR ALL DAMAGES OR FMRLT ES ESUING
FRO1 EROSION ON SFOIMENT LADEN RUNOFF IN T1411,DISTUTON OF 415
CONTRACT.
1. ONBTRLCTIT' IFONEN S .11 THE L5E Of EROSIDJ A.
SED,F1,1ICW CONTROL ONICES IS ESPECIALLY IMPORTANT ON
AREAS OF STEEP TOPOGRAPHY, EASILY ERODIBLE .111 AND SITES IN
UPaE PROiIMITY TO WAY COiWEE5 THROUGHOUTTHE ECASINCTION
PERIOD,
THE CONTWX MEAWRES SHOOT BE IUSTALIM PRKR TO THE
EO_�M9KET ENT OF LAND CLEARING AND SHALL BE FULLY MAIN..PINEDIO ME PERDICALLY INSPECTED UNTIL .FINAL RESTORATION AND
STABILIZATION IS CO1iLETED. UNREST(RED CLEARED AR. SHALL
BE KEPT TO A MINIMUM. DISTURBED AREAS AHEAD OF CMSr FUETIW
$HALL CNLT BE KCOTPLISHED W THESE SEDIMENTS PEW TE
SHORTEST PRACTICAL PSTMCE AS REWIRED FOR EEW INUAL
RARE%
FINAL RESTORATION 'DILL NOT BE O L-AYM UNTIL COMPLETION O
THE PR0.NECT BUT WILL BE CARRIED OLT IN OASES AS TYE WORK
PROCEEDS. LNDER NO CIRCUM5IANCE5 WILL ANT 'SLOPES BE LEFT
DENUDED FOR MORE AN TWCALENDAR OATS. �UNI NO
CIRCUMSTANCE HILL BE LEF ANT AREA T DENUDED FOR MORE, TRH'TWO
FOURTEEN CALENOAR.DATS MNWF SOME FOVI OF STABILIEATIN
UNTIL FINAL RESTORATION 15 COMPLETE,
I.C9 SEDIMENTAININ CO:EROL YICASIG . THE FALWING ARE SOME
GF THE SEDIMENT CONTROL DEVICES OR MEAEURE5 THAT MAY BE
WIRED TO REPRNENT SEDIMENTATION' OF STREAMS, HATER COURSES,
OR ORAINKE STRUCTURES.
I "PT., BEPN,B AVD/W D"BA.s. AAD TEAL DITCHES.
SEDmENR TPA S .
A LTER BERMS
• GIRAVEL
AND GAVEL FILTER INLETS
5. 5LT FENCES NOT TO BE PLACED IN STREAMS OR DITCHES
PERPENOKLIAR TO FLOW
ffWEEK DM' GRAVEL FILTER
T.. GAAVSL COMETRUCTIW,C%IT
N.O3,I EFWIW CONTROL' MEASURES. SOLE OF 'TOE 5OL ER051W
CONTRA MEASURES WICJN -AT BE REOIIRED IN I'S CONTRACT ARE.
FA. 1 SLOPE'PROTEETIW
Z. D.HATER BREAK DIVERSON BERMS
3. DIVERSION OMANNELS
A, PREETWATIO: M CIISTING VEGETATION
5. STORY INLET PROTECTION
STREAM CR.'ASHEG5
I: ENERGY DISSIPATERS
B. MATTINGOFRE-SEEDED AREAS
IEE2 DETAIL DRAWIH.; EYAMPLES I SEDIlEYFATIW AND ER0510N
COBRA DETAILS ARE SHOWN IN THESE PLANS FOR INSTALLATION AT
LU.l.T!ONS PHH1 .TIED IN THE FILMS OR AS OTHERWISE REOII4ED BT
THE REGULATING AGENCY; OR THE OWNER AS WOH% PROCEEDS
IN STREAM ECTIONI HNERE CONSTRUCT. ACTIVITIES. ARE
EOMsAAT IN CLOSE PRCSHMITT TO 11 CATIS, AND -OTHER
WATERWAYS. THEY SHALL BE PERFORMED IN A MMNER TWAT DOES
NOT CONTRIBUTE. TO DEGRADATION OF OR B4ECKAGE OF THE
STREAPI-FLAY. IN G PHA TO PRNENT POSSIBLE DEGRADATION OR
BL AGES, TE CONTRACTOR SMALL M REWIRED TO
'KFFA R(KKSREALCSE AND TOPS L AS FAR CFROM THESE WATERY TS AS
WEENELE. RESRKT MACNINERY OPERATION OR STREAM
CROSSINGS IN YATERWATS TO THE EI NECE55MY 'FOR
CONSTRUCTION OF UTILITIES CR0351NGS,
] IF CWSTRUCTKN WORK AREAS ARE NECE55I.RT IN A WATERHAT,
NET STALL BE PROTECTED AS INDICATED W THE P-ANS.
S. IF TEMFO " ROAGMI ARE ESSENTIAL "FOR THE OON IKTIW
ACTIVITIES, THEY SHALL BE CONSTRUCTED OF ^OILS WHICH ARE
NOT. HIOWLT ERODIBLE MATM'ALS AND MOST NOT SPAN MORE THAN
HALF WAY ATEDES THE PUTER COURSE OR WETLAND AREA AT AT
ONE TIME UNLESS OMERNME APPROIED BY 'HE.ENGINEER. THESE
TEMPRART ROApaATS 5NALL BE ENTIRELY REI10..ED AS SHIN AS
THEIR 15. rf-r. WORT IN TEY AREAS SNALL
0.. TLE REWIREMEMS OF THE CONPB OF
ENGINEERS OR 411A
PERMIT,OR1. AS APP DM,,
5_T FENCE
5 WASHED
TONE
t0'
SECTION E
ftD 15 WASHED STONE
SILT FENCE
PLAN VIEW
SLT FENCE ROCK OUTLET
NOT TO SCALE
A A
S� IL
QEA
A V
Iy,�3 VARIES DOUBLE NOW OF
SILT rwCE
=a _4. FEET APART
SECTION A -A THRU BERM
NOTE
I. CONTRACTOR SHALL LOCATE STOCKPILE AS NEEDED
SPM STORAGE BERM
NOT TO Sf
5'-0, mUI. WITH
HOCWIRE FENCE
:♦ GAUGE STEEL
-0. MA%. WITHOUT
WIRE G' OPENINGS
RARE FENCE'
5 MIN. STANDARD
'M POSTS, 1.25 LB/LF
HOG WIRE FENCING. }f.' WIDE
OR HFANER
'- AAL
E%TENSION OF
MN_.VERT. WIRE SCATS 012- OC.,
WIRES. TOP Q Bl7r.
'{
V'
FABRIC AND ARE
IN 5 HORIZ.
WLRES TO BE 125 GA:, FIELD WIRES-9-�
1f
INTO R: ENCH
TO BE 105 CA TO BE'ZINC COATED
9 1
STEEL POST
TO COMMERC'AL SIDS. '.
'.
COMPACT -
FILL
p
DIRECTION
DIREcnox of FLOW
ry
-
SYNFHEPC FILTER FA531C AT LAST ��
NI
95% POLYOLEFlN OR POLYESTER BY
WEIGHT. FABRIC SHALL CONTAIN W
FILTER
ASPIC
F§ ^
6OSiOBILIZEflS TO PRON
��
�l
111,, MONTHS
YIN. b MONTT HS Of USE
I
1OS CGNSTRL'CTIOI. ACCESS. THE TRAVEL Of EAT IPMETO AND
FROM THE CONSTRUCTION AREAS SMALL BE MINMIZED NOY ONLY TO
FROM MOT AREAS T�Y WILL WELL
I
NY
THE SPREADIND OF SEMMENTBE WITHINW AND OUTSIDE OF E E
CNSTRLCTIW AREAS, TEREF(RE SPECIAL CONSTRICTION EOJIPME T
TRAVEL CORRIDORS WILL BE ESTABLIS:IED FOR T115 USE AND
INSTRUCTIONS SMALL BE I51 FOR THEIR U5E. USE 6 THESE
CORRIDORMUST 'iR S BE FVLLI EN ONC£D. OT4E INW-E55EMIAL
TRAFFIC L BE RESTRICTED OR MSODURAGED. INDISRIIINATE AND
CO.WENIENCE TRAFFIC SHALL NOT BE ALLOWED, .
V. STOOTPILEADOR. AREAS. THE CONTRACTOR 51ULL BE
RESPONSIBLE FOR SELECTMN ' ESTPINWG AND MAINTAINING ST CCKFILE
OR BORROW AREAS WHICH HE MAT REOJIRE TO COMPLETE THE
CONTRACT_ HE 15 ALSO SECURED TO D51GN ANJ IN POFATE ALL
NECESSARY SEDIMETT AND RCH N CONROLS MEASURES NECESSM,
TO PREVET EROSION AND CONTRIBJ LPH OF 5CONENT TO AD ENT
AREAS, THE CONTRACTOR IS RESPONSIBLE TO OBTAIN ALL NECESSARY
PERMITS UI APPROIALS FOR WEACA, OR SPOIL AREAS OJTVCC THE
CONSTRUCTIW LIMITS,
IOZ DISPo'AL 6 E%CEY> WATER FROM EXCAVATIONS, NE
CONTRACTOR SHALL PRACTICE MMAGEMENT OF IXCE55 WATER PUMPED
FROM EYCAVATYN TO REDUCE TE PROpSTION AND SPIREACONG OF
SCOMEVT, rU, EO WATER SMALL BE DI5CMABAED ONTO STABILIZED
5OPFKES AND ALLDWED TO TILT-R THRLIKH COSTING VEGETATION IF
ROiBSUE, OTNERALIS ADDITIONAL C .R0. MNSURES MAY BE
NECESSARY. IF DIICNES ARE REOJIRED TO ME F PUMPED WATER
F, CWS.RUCTIW CXCAVATIONS. THEY SINALL BE GIVEN THE SAME
CCNSIDERAT ON
AS ANY
OTHER AN -MACE WATERMIAY AND THEM SURI
BF STABILIZED AS TO NOT DEGRADE AND WR a SEDIMENT.
ION �EAVATNN AND BKKcryL. IXCAVATIW SHALL -BE CLOSELY
CGNTROLESO ANON ALL THE MATERIAL RE'KNED FROM TIE E]OCPVPi YAJ
SHALT- BE SELECTIVELY STAKPILED IN AREAS WHERE A MINIMUM Cr
EDDMET HILL, BE GENERATED AND WHERE OTHER DAMAGE WILL NOT
R3 T ,ROM FEE FILED MATEPIAL, DRAINAGE WAYS SHA.LL'BE
PROTECTED AT A!1 FIFES AND THE PICEMET GF MATERIAL IN
ORAHAGE .5 FOR CONVENIENCE SHALL NOT BE AMIGWED,'
SACKFILNG OPERATIONS SMALL BE PERFORMED IN SUCH A MNER
THAT REMAN. TREES ARE NOT DAMAGED.
11 RNA, GRADNG AND SEE.: FINISH G DNG, TOPIECTUN4,
5EEDIN6 MINI SODDING GUALL BE PERFORMED AFTER THE
CONSTRUCTION PHASE 15 COYIPLETE PERMANENT VEGETATION OF THE
AREAS. -.:Al WAVE BEEN ISTURBED, SHALL BE RE-L':AENWSWED AS
RAFtLY AS POSSIBLE, IF THE COMRETKN OF THE V}NSTRVCFIOI
ACTIVITIES DD NDT fflCIDE WITH A SE SON IN WHICH PERMANENT
VEGETATION CAN BE GENERATED: AN INTERIM OR TPIRRART
FRO:RAI IS REAUREO THIS - - I INCLUDE SOIL CONDITIONERS AND
ULCHING AS NECEYvART FOR SON, SIMILU IOU. IN ANY CASE,
SETITET ANON ERPIW ACONTROLS SHALL BE INSTALLED PODIA
AND THEIR MALIGNANCE AND
I W AP PROJAt, THE APPROVED ERONIW CARRCL PLAN WILL BE
M0.'IPM BY THE OWNER. AH:' STANDARD CONDITIONS, RELATING TO
SOL ERDE NU AND SEDIMENT CONTROL ISSUED TO TIE CONTRACTOR AS
A PART OF ANT.PEPMI75 SMALL BE AVAILABLE AT THE KB SITE AT
ALL TIMES
NOTES:
1. ALL SILT PENCE MATERIAL SHALL MEET OR EXCEED ASIA 0 6461
2, SILT FENCE SHALL BE CONSTRUCTED AND MANTaNED W
ACCORDANCE WITH SECTION 6,62 OF THE NCOEO EROSION CONTROL
PLANING AND DESIGN MANUAL SEE THIS SHEET FOR ADDITIONAL
SPECIFICATIONS AND MAINTENANCE CONSIDERATIONS.
]. USE DOUBLE ROWS OF BOLT FENCE (64' APART) WHERE INDICATED
ON PLANS.
TEMPORARY SLT FENCE
NOT TO SCALE
. VICIINIoY� MAP j._.j ..�
ALD
D STONE
"SECTON3 L
G i
I L7
W
IAROWARE CLOTH
OPENINGS)
NC
TEMPORARY MET PROTECTION
NOT TO SC4E
L. • PIPE
rvY �
n
L_ L.APRON LENGTH
'
It-•!
W WIDTH
W
._
3 X PIPE IPE DIA. MIN.
• APRON DEPTH
F-
PLAN.
SLOPE
O
FLOW
10
N1. a
15 THE LENGTH OF
FILTER FA6RIC
RIPRAP APRON.
2. d - IS TIMES THE MAXIMUM
STORE DIAMETER BUIT NOT LEss
SECTION A -A
THAN6'
SIR ID
OD (IN.)
Lo (
W (F
p .
IN
CLASS
FE$ �1
24
12FT
1T)
6
12
B
FES 110
t6
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E
-12
9
R5 RIB
tB
12'"
6
12
9
FES #16
2♦
1 2
3. A FILTER BLANKET OR FILTER
FABRIC SHOULD BE INSTALLED
BETWEEN THE RIPRAP AND SOIL -
FOUNDATION.
W RAP OUTLET/M ET' PROTECTION
NOT TO SCALP
NEW STABILIZATION TIMEFRAMES
SITE AREA DESCRIPTION
STABNZAFC N
11MEFRAME EXCEPTIONS
NDRa[,a va SKII
N RAW
,R GAM") mWA
I ^AI'FEW"
ODES zlmO 11Lw kI
) OAn
AMRUNP 2. 11.. NR IYON6
"LLNP W � M6.1TER w
(�RAMSaOfl M:M Mw AT
14 Ms-
Ivy ®T FY1 w761pw uR 1p tub
MULCHING MATERIALS AND APPLICATION. RATES
YATERAL I.. PER Aatq QUALITY ISNOTES
S1BAW I-2 Ime vIN�cN RGI •♦Im ��em v mocYl. mu
TEMPORARY SFF_DING
RIP -RAP MARGIN SCHEDULE
I
MASS TYPE
I A
FrnM
M'
DEC I - APR 15
RK ((BRAIN) Q
LESPEDEZA. KOBE
120 CBS.
Q 50 1B6.
250 CBS. 10-ID-10
NA
NA "
L IS-AUG t5
GERMAN WILET
40'LEE.
750 LBS. 10-10-10
NA
NA
ML15-DEC ]0
RYE (GRAIN)
Iz0 LEE.
I IOW LEE. 10-10-10
NA
Na
PERMANENT SEEDING
(MASS HYPE
tOpD
SEEDINGWMA,
I
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pyRA 1pwa
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G'cPERAL NOTES '
REVISED LOT LAYOUT
RAS
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T/25/1'l
B
ISSUED FOR STERMEWIFA ER .
EMN
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MELTED FEW WATER ME ¢AIIt
YTH
PpYiTTWG
BA
REV
DESCRIPTION
REV By
i
DATE
RENRoxS
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- ALIBit
TGIF: .AS. -
.A.: - 1. SET 14
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-.GRAYSON PARK
PPASEI�I�C. AS/�EC�TION 3
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ULS
92o=oIC :