SW7110303_APPROVED PLANS_20110315

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW_ 7l�D�v3
DOC TYPE
❑ CURRENT PERMIT
APPROVED PLANS
HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATEZ�Ci3�
YYYYMMDD

SIZE DATA:
TOTAL SITE AREA: 4.458 ACRES
TOTAL I LOTS. 1
BUILDING HEIGHT 1 STORY
MINIMUM BUILDING SETBACKS: FRONT YARD: 20 FEET
BACK YARD: 20 FEET
SIDE YARD. 10 FEET
UTILITY SERVICES WATER -CRAVEN COUNTY (PUBLIC)
SEWER -SEPTIC ((PRIVATE
ELECTRIC-PRI ESSENERGY
GENERAL NOTES•
1. WASTEWATER SYSTEM SHALL BE INSPECTED AND APPROVED
BY THE CRAVEN COUNTY HEALTH DEPARTMENT AND
THE ENGINEER PRIOR TO BEING PLACED INTO SERVICE.
011
NC HIGHWAY 70 EAST
NEW BERN, NC
LOATAN SITE---%,
Cam LA
1
x lNlwmv l
SITE LOCATION ,.
DRAWING SHEET INDEX
CS COVER SHEET
C3 SITE GRADING & EROSION CONTROL PLAN
f
1A
. s...r
NOT TO SCALE
C8 STORMWATER DETENTION POND PLAN & DETAILS
C9 DETAILS
*SHEETS Cl—C2 & C4—C7 NOT IN SET*
CIVIL LEGEND
EXISTING
DESCRIPTION
NEW
TRANSFORMER
DROP INLET & INLET PROTECTION
WATER VALVE
H
CHECK DAM
®
PEDESTAL
UTILITY POLE
LIGHT POLE
6
GUY POLE
E
GUY WIRE
SURVEY CONTROL POINT
RAW WATER MAIN
STORM SEWER
D
— —w— —
DOMESTIC WATER
NI
— —S— —
SANITARY SEWER
S
—
0°ERHEAD ELECTRICAL
UNCERGROUND ELECTRICAL
— - — - — - —
DITCH/SWALE
0
BITUMINOUS CONCRETE PAVEMENT
0
CONCRETE
0
404 WETLANDS
TEMPORARY BENCHMARK
5.39
SPOT ELEVATIONS
+ 5.39
— —5— —
CONTOUR LINES
5
TREE LINE
—CL
'u
TREE/BUSH
--x—x—
FENCE
SILT FENCE
— —SF —
DEMOLITION ITEMS
X x
SOURCE/DESTINATION UNKNOWN
--t
STORMWATER
APPROVED
-)P7H e _INt' =NVI MENTAL
MANAGEMENT c'OMMIS: IGN
IVIaTO! CFL,f, F7 ^UE.LI?ti
cate_M
NOTE:
SECTION 404 WETLANDS ARE NOT LOCATED WITHIN THE
PROJECT LIMITS OF DISTURBANCE.
GENERAL CONSTRUCTION NOTES:
T. THE LOCATION ME DEPTHS OF EXISTING UTILITIES SHOWN ARE APPROXIMATE. THE CONTRACTOR
SHALL BE RESP%SIBLE FOR SCANNING THE AREA OF WORK TO IDENTIFY TO HIS OWN SATISFACTION
THE EXTENT OF UILITIES PRESENT INCLUDING THE UTILITIES INDICATED TO BE PRESENT, THOSE NOT
SHOWN, AND THOf SHOWN TO BE IN A DIFFERENT LOCATION.
2. PHYSICAL SITE F9URES OUTSIDE THE AREA OF WORK OR THOSE FEATURES NOT RELEVANT TO
THE WORK BEING PERFORMED ARE NOT SHOWN FOR CLARITY.
3. GRADE EVENLY BETWEEN SPOT ELEVATIONS SHOWN.
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GENERAL CONSTRUCTION NOTES:
1. THE LOCATION AND DEPTHS OF EXISTING UTILITIES SHOWN ARE APPROXIMATE. THE CONTRACTOR
SHALL BE RESPONSIBLE FOR SCANNING THE AREA OF WORK TO IDENTIFY TO HIS OWN SATISFACTION
THE EXTENT OF UTILITIES PRESENT INCLUDING THE UTILITIES INDICATED TO BE PRESENT, THOSE NOT
SHOWN, AND THOSE SHOWN TO BE IN A DIFFERENT LOCATION.
2. PHYSICAL SITE FEATURES OUTSIDE THE AREA OF WORK OR THOSE FEATURES NOT RELEVANT TO
THE WORK BEING PERFORMED ARE NOT SHOWN FOR CLARITY.
3. GRADE EVENLY BETWEEN SPOT ELEVATIONS SHOWN.
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296 PS�PRPPRKINB LNT
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NOTE:
THE PROJECT NPDES CONSTRUCTION PERMIT REQUIRES THAT EROSION CONTROL DEVICES AND STORM WATER OUTFALLS
BE INSPECTED WEEKLY AND WITHIN 24 HOURS OF A 1/2-INCH RAIN EVENT. IT SHALL BE THE RESPONSIBILITY OF THE
CONTRACTOR TO CONDUCT THESE INSPECTIONS AND MAINTAIN RECORDS UNTIL THE AREA HAS STABILIZED,
EVIDENCED BY 95% VEGETATIVE GROWTH FOR AREAS RECEIVING SEEDING. TO FACILITATE RAINFALL MONITORING, A RAIN
GAGE IS REQUIRED TO BE ONSITE. ONCE STABILIZATION HAS BEEN ACCOMPLISHED, INSPECTION RECORDS ARE
TO BE FORWARDED TO THE CONTRACTING OFFICER AND ALL TEMPORARY EROSION CONTROL MEASURES REMOVED. THE
CONTRACTOR IS RESPONSIBLE FOR MAINTAINING COMPLIANCE WITH ALL PERMITS AND PLANS. ANY CHANGES
MUST BE APPROVED BY THE STATE PRIOR TO EXECUTION. A COPY OF THE EROSION AND SEDIMENTATION
CONTROL PLAN, LETTER OF APPROVAL AND NPDES CONSTRUCTION PERMIT MUST BE MAINTAINED BY THE CONTRACTOR
AT THE PROJECT SITE.
DICKERSON & MORGAN
( portion 1 ) PC:E S:188
2567-602
LIMITS OF DISTURBANCE
3.9 ACRES
STORMWATER BAST
SWALE1
181,059 SF
DRAINAGE BASIN
44.6% BUA
C=0.56
_
30.7
29.8 9 a
+30.5 D3++30.0 O
+29.6 + 29,
° 2.0
0 0 32.
2: +32.5
II ° 32 0 31.38 0 ° ° ° ° ° 31.631 318 351F 4
I
31
SWALE
DRAINAGE BA
SWALE #1
DRAINAGE BASIN
47" E
29. '
+29.1 -
2e 3 2as
28.5
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28.1
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2E
28.9
.8 -
+-27
+26.9
28. O'R z, 6
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9
°° °°oo°°
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26.8 35LF15 RCP
28.6 28.
;,
29.
°
29 °
29.1 28. °°°°° ° 42
SEPTIC FIELD AREA ;° o
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9.4
o 29.2t 29.T
0 I
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55.
SWALE y1 °
° 1 DRAINAGE BASIN
9.1
29.
93 0 29.4
1 0
9 28.5
0 0 0 7-------+2-9
°
12" HOPE -
273
ASPHkT PARKING
MAINTENANCE PLAN
1. REMOVE SEDIMENT FROM BEHIND SILT FENCING AND CHECK DAMS
IN ACCORDANCE WITH THE INDIVIDUAL MAINTENANCE PLANS INDICATED
FOR EACH DEVICE.
2. ALL AREAS WILL BE FERTILIZED, SEEDED, RESEEDED AS NECESSARY, AND
MULCHED ACCORDING TO SPECIFICATIONS IN THE VEGETATION PLAN IN ORDER
TO ESTABLISH AND MAINTAIN A VIGOROUS, DENSE VEGETATIVE COVER.
3. ANY SEDIMENT TRACKED ONTO THE ADJACENT ASPHALT ROAD SHALL BE
REMOVED ON A DAILY BASIS.
4. STORMWATER DETENTION POND SHALL BE USED AS A TEMPORARY SEDIMENT TRAP.
UPON COMPLETION OF CONSTRUCTION, ALL SEDIMENT SHALL BE REMOVED
FROM THE STORMWATER DETENTION POND TO RESTORE IT TO THE DESIGN DEPTHS.
61,
E" 97.97' \
1 6 oI WL
=a6 WA v
BAS \ g TI one
�181,0
4
46%
1 11 4.6% BUA \ \6
-.5 \ v
1 IXI NG GRAVEL t ZONE 1
ZONE 2
1, Ivs LEA AREA
1 \�
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1 1 S li1 COMMYNIC ONS
D AGE BASIN 1683-235
z 1 UMUS OF DIS RBANCE N
1 3.9 ACRES
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- 29.5 0
37.7° °°°°°oo°° °°°°° 31.5 30.5 ° ,
9
30.7 °
29.5° °°7.75 29 °27. 11° o° 32.0
.2 /
27.1�. ° ° °° ° ° 36.25 35.0-
°° 9
° 6.5 35.25
j ° ° ° 35LF 2 HDPE 35.5 ° °
29.3 ` 0 6.75 °
° ° ° ° � . '' 465.0 EPTIC TANK
AREA
26.8�' _ ..
I IP.Vons •. .-.- 28.Oa' � -....
I
1500 SF IMPERVIOUS AREA MAXIMUM
O__.._
I AMUSEMENT RIDE AREA 10 250 - -
CAGES O
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A SITE GRADING PLAN
C3 C3 SCALE: 1" = 30'
44.6% BUA
C=0.56
OMITS OF DISTURBANCE
3.9 ACRES
2S.5
181059 SF
1 I i 44.6% BUA
ITI I ► I LIMITS OF DISTURBANCE
HII I , DETENTION POND 1 : 3.9 ACRES
of I I � III
-WYNNE
�I °J (Tract 2 W3.481'83 F
BI
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NOTE:
SECTION 404 WETLANDS ARE NOT LOCATED WITHIN THE
PROJECT LIMITS OF DISTURBANCE.
NOTE:
1. ALL DISTURBED AREAS SHALL BE VEGETATED IN ACCORDANCE WITH THE PROJECT VEGETATION
PLAN. SEE DETAIL L, SHEET C9.
NEW WORK ITEMS
lO NEW ASPHALT ROAD. SEE DETAIL A, SHEET C9
O2 NEW ASPHALTIC CONCRETE PAVEMENT. SEE DETAIL B, SHEET C9
O3 NEW CONCRETE SIDEWALK. SEE DETAIL C, SHEET C9.
® NEW CONCRETE SLAB. SEE DETAIL D, SHEET C9.
O5 NEW HANDICAP SPACE DESIGNATION & SIGNAGE. SEE DETAIL E, SHEET C9.
© NEW PAVEMENT STRIPING. SEE DETAIL F, SHEET C9.
O7 INSTALL GRAVEL CONTROL ENTRANCE. SEE DETAIL G, SHEET C9.
® INSTALL SILT FENCE. SEE DETAIL F, SHEET C9.
O9 VEGETATED SWALE. SEE DETAIL H, SHEET C9.
10 INSTALL CHECK DAM. SEE DETAIL I, SHEET C9.
11 INSTALL INLET/OUTLET PROTECTION. SEE DETAIL J, SHEET C9
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181,059 SF262
44.6% BUA + o
LIMITS OF DISTU CE
3.9 ACRES \ \ F
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SPECIAL SEEDING NOTE:
THE ANGLE FOR GRADED SLOPES AND FILL SHALL BE NO GREATER
THAN THE ANGLE THAT CAN BE RETAINED BY VEGETATIVE COVER OR
OTHER ADEQUATE EROSION CONTROL DEVICES OR STRUCTURES. IN
ANY EVENT, SLOPES LEFT EXPOSED WILL, WITHIN 21 CALENDAR DAYS
OF COMPLETION OF ANY PHASE OF GRADING, BE PLANTED OR
OTHERWISE PROVIDED WITH TEMPORARY OR PERMANENT GROUND
COVER, DEVICES, OR STRUCTURES SUFFICIENT TO RESTRAIN EROSION.
ADDITIONALLY, WITHIN 15 WORKING DAYS OR 90 CALENDAR DAYS
FROM THE COMPLETION OF THE PROJECT (WHICHEVER IS SHORTER),
PERMANENT GROUND COVER SHALL BE ESTABLISHED.
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SEQUENCE OF OPERATION:
1. OBTAIN APPROVED EROSION AND SEDIMENTATION CONTROL PERMIT FROM THE
NCDENR'S LAND QUALITY SECTION
2. REVIEW EROSION AND SEDIMENTATION CONTROL REQUIREMENTS AT PRECONSTRUCTION
CONFERENCE.
3. INSTALL GRAVEL CONTROL ENTRANCE.
4. ERECT SILT FENCING.
5. EXCAVATE STORMWATER DETENTION POND AND STABILIZE.
6. CONSTRUCT SI-E IMPROVEMENTS.
7. STABILIZE WITH GRASS ALL AREAS NOT TO BE FURTHER DISTURBED BY
CONSTRUCTION ACTIVITIES IN ACCORDANCE WITH THE PROJECT VEGETATION PLAN.
8. REMOVE ANY ACCUMULATED SEDIMENT FROM STORMWATER DETENTION POND.
9. ADDITIONAL MISCELLANEOUS EROSION AND SEDIMENTATION CONTROL MEASURES MAY
BE REQUIRED NHEN DEEMED NECESSARY BY THE PROJECT ENGINEER OR THE NCDENR'S
LAND QUALITY SECTION.
10. REMOVE GRAVEL CONTROL ENTRANCE, SILT FENCING AND STONE CHECK DAMS AT
COMPLETION OF CONSTRUCTION AND THE ESTABLISHMENT OF FINAL VEGETATION.
30 0 15 30 60
GRAPHIC SCALE: i" = 30'
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-STORWATER BASIN LIMITS OF DISTURBANCE j
181,059 SF 13.9 ACRES J
42.5% BUA -
C=0.56--------- - - - -
CATION
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L---------- STORWATER BARN
181,059 SF
42.5% BLIA LIMITS OF DISTURBANCE I
0=0.56 3.9 ACRES I
I
A Sib F (10N` POW
1: 3 L-
VEGETATIVE SHELF 5
1
3
1 STORMWATER DETENTION POND CROSS-SECTION
C8 I C8 J NOT TO SCALE
ELEVATION=24.0'
r,
PERMANENT
POOL
ELEVATION
2# 5';
VEIN `= ` l,282 SF/
'TEMPORARY
POOL
ELEVATION
= 25.6',
AREA = 10,174 SIF
ELEVATION=23.5'
FOREBAY
_ _SEDIMENT CLEANOUT ELEVATION 0'
- 18.1
POND BOTTOM ELEVATION = 17 0' 3
SOLID DDrrACT r`rA1r'D1_T1_ QAV
#4 ALUMINUM1
4" O.C.
4" SCREW PVC OUTLET
L2"x2"xl/4" CON1
3/8"x4" ALUMIN
BOLTS AT 1' OP
TRASH SCREEN-4 . .. ......... .... \
® 4" O.C. EACH WAY WELDED TO
FRAME
1_2"x2"x1/4" CONTINUOUS FRAME-WELDEI
TOP RISER ELEV =
4" SCREW TYPE CAP
4" PVC
111111 .111111Ia1
10-YEAR PEAK 3/8"x4" ALUMINUM EXPANSION
STAGE = 25.6 BOLTS AT 1' ON CENTER
GROUT ANNULAR SPACE
WITH NON -SHRINK GROUT
INVERT OVERFLOW WEIR ELEV = 25.6
GROUT ANNULAR SPACE 1.55' CLEAR
WITH NON -SHRINK GROUT (2 SIDES) 1' 2
f 3' CLEAR
QUTT f lf?E 1i E`E1EV = 24.5' c ELEV=24.5' • INV OUT-24.`
4" PVC STUBBED INTO BOX a `
e:
4" PVC PLUG WITH t t LEpi ELEV = A 23.5' °. P
a a
CONNECTION POINT FOR SURFACE SKIMMER TO BE ; .' '
USED DURING CONSTRUCTION PERIOD ONLY.
a
12^ a. a, ..•. 12^
TOP OF FOOTING = 21.5'
BOTTOM OF PRECAST CONCRETE BASE = 20.5
POND STAGE/STORAGE RELATIONSHIP
STAGE
ELEVATION FT
AR SF
A VO CF
TOTAL VOLUME ABOVE
PERMANENT POOL
0 FT
24.5
7,282
0
0
0.5 FT
25.0
9,366
4,162
4,162
1.5 FT
26.0
10,713
10,039
14,201
2.5 FT
27.0
12,131
11,422
25,623
POKER SHBT PIMIING UST
PIANDNG LOCATION
SCIENIIHC PA16
(b111ON NAI6
9ZE
SWi10W WR AR61
SNI11011 {NIOW
IRE VRGRW'A
BLUE FUG RE
LARGE PLUG
X
PELTANDRA Emu
ARROW ARUM
LARGE PLUG
X
SAGRTANA wan
BMITMIE
IRGE PLUG
X
S4G UMA UTIFOLA
DUCK POTATO
LAR2 PU.IG
X
SPARGANRIN AWRICaNUM
BUR -REED
URGE PLUG
X
ZI MSIS NNIACFA
WATER 111.0
LARGE PLUG
%
PROVIDE EVEN NUINER OF SPECES PW11FD AT 18' O.C. IN ALL MRECTNMIS WITHIN
TEN FOOT WIDE PERWETER SHELF. PROVIDE A MIXTURE OF EACH PLANT SPECIES SO
AS TO POIDE APPROXWATELY 33% IXAA7M OF THE PERWETER SHELF N DLH
PUI K ZONE WOH SPECKS SPE90 FOR EACH PUWTWG ZOW
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6'x6'
SECTION
2 DETENTION POND OUTLET STRUCTURE
C8 C8 NOT TO SCALE
STORMWATER DETENTION POND TABLE
FOREBAY ONLY
CONTOUR
AREA SF
AVG. AREA SF
A VOL CF
CUMM. VOL.
17
50
-
-
0
18
128
_
-
-
0
19
237
182
182
182
20
379
308
308
490
21
552
465
465
1 955
22
757
654
654
1,609
23
995
876
876
2,485
24
1,264
1,129
1,129
3,614
24.5
11,932
1,598
799
4,413
POND ONLY
CONTOUR
AR SF
AVG. AREA SF
A VOL CF
CUMM. VOL.
17
796
-
-
-
18
1,155
-
-
-
19
1,546
1,350
1,350
1,350
20
1,968
1,757
1,757
3,107
21
2,423
2,195
2,195
5,302
22
2,910
2,666
2,666
7,968
23
3,428
3.169
3,169
11,137
24
3,979
3,703
3,703
14,840
24.5
5,350
4,664
2,332
17,172
NOTE:
STORMWATER DETENTION POND SHALL BE USED AS A TEMPORARY SEDIMENT TRAP.
UPON COMPLETION OF CONSTRUCTION, ALL SEDIMENT SHALL BE REMOVED
FROM THE STORMWATER DETENTION POND TO RESTORE IT TO THE DESIGN DEPTHS.
SAFETY LEDGE
TEMPORARY POOL = 25.6' �"
3' \` ELEVATION24.0'
MAIN POOL
SEDIMENT CLEANOUT ELEVATION_=_48_0'_ _ _ 1
3
3 POND BOTTOM ELEVATION 17.0'
AREA TO BE VEGETATED IN ACCORDANCE
WITH THE PROJECT VEGETATION PLAN
PROVIDE PLANTINGS SPECIFIED AROUND
FULL POND PERIMETER (10 FOOT STRIP)
SHALLOW WATER AREA . SHALLOW LAND AREA
10,
2'
2'
CORED
18" CORRUGATED
NUM PIPE
3" WIDE x 1/4" THICK GALVANIZED
METAL STRAPS 24" O.C. ANCHORED
IN CONCRETE 12" MIN.
(TYPICAL OF 4)
50 LF 18" CORRUGATED
ALUMINUM PIPE
°
I
e a
30" WIDE x 9" THICK CONCRETE
ANCHORAGE FOR PIPE
2' Vent Inlet 6 Aluminum straps
4' Sch 40 with Orange tip suscendinp inlet
Couping
Connection t 4' pvc That
/ 33. z
3' 40 SOLID pvc barrel `y\
or"arm"
SUPPLIED BY USER 3
33' Y
hYnta StlWSt
I Skimmer shown in
floating position
Whose. sa clamps
3'threaded male nipple 4' inlet 4' HEAD on center of
on outlet end extension 4 inlet and orifice
NOTES:
1. TO BE USED DURING CONSTRUCTION PERIOD ONLY.
2. REMOVE POND OUTLET DEVICE ORIFICE PLUG TO CONNECT SKIMMER DURING CONSTRUCTION PERIOD.
3. REPLACE ORIFICE PLUG ONCE CONSTRUCTION IS COMPLETE.
4. SKIMMER TO BE 4-INCH AS MANUFACTURED BY J. W. FAIRCLOTH AND SON OF HILLSBOROUGH, NC.
3 DETENTION POND DRAWDOWN SKIMMER
C8 C8 NOT TO SCALE
SOIL ANALYSIS AND AMENDMENTS
1. THE CONTRACTOR SHALL BE REQUIRED TO COLLECT A MINIMUM OF TWO SOIL SAMPLES
AT A DEPTH OF 6 INCHES FROM SEPARATE AREAS OF THE PERIMETER SHELF AREA OF EACH POND.
2. THE SAMPLES SHALL BE SUBMITTED FOR ANALYSIS FOR RECOMMENDED SOIL AMENDMENTS FOR
THE PLANTINGS SPECIFIED.
3. THE CONTRACTOR SHALL PROVIDE SOIL AMENDMENTS NECESSARY TO ADJUST SOIL pH, ORGANIC
CONTENT AND SOIL TEXTURE TO MEET THE FOLLOWING:
PH VALUE 5.5 TO 7.0
ORGANIC CONTENT 5% MINIMUM BY DRY WEIGHT
SOIL TEXTURE LOAMY SAND WITH NO MORE THAN 10% CLAY
4. ANY SOIL AMENDMENTS SHALL BE APPLIED AND MIXED INTO THE TOP 6 INCHES OF SOIL DEPTH
5. THE SOIL SHALL BE FINE GRADED TO REMOVE ALL STONES OR ROOTS GREATER THAN 1 INCH DIAMETER
PLANT INSTALLATION AND ESTABLISHMENT
1. THE CONTRACTOR SHALL UTILIZE FRESH, NURSERY RAISED PLANTS AS SPECIFIED IN THE PLANT LIST.
2. ALL PLANTS SHALL BE INSTALLED WITHIN 48 HOURS OF RECEIPT FROM THE NURSERY AND SHALL BE
MAINTAINED WITH ADEQUATE MOISTURE AND SUN TO MAINTAIN THEIR VITALITY.
3. PLANTS SHALL BE INSTALLED BY HAND AT THE SPACING SPECIFIED.
4. NEWLY INSTALLED PLANTS SHALL BE WATERED IMMEDIATELY AFTER INSTALLATION UNLESS THEY ARE
INSTALLED IN A SUBMERGED SHELF AREA
PLANTING RESTRICTIONS
1. PLANTING SHALL ONLY OCCUR DURING THE MONTHS OF APRIL THROUGH JUNE OR SEPTEMBER THROUGH
NOVEMBER FOR SHALLOW LAND AREA PLANTINGS. SHALLOW WATER PLANTING SHALL ONLY OCCUR BETWEEN
APRIL 1 THROUGH JULY 15.
2. FOR STORMWATER PONDS COMPLETED OUTSIDE THIS PLANTING WINDOW, TEMPORARY VEGETATION SHALL
BE ESTABLISHED ON THE SHALLOW LAND PLANTING AREAS UNTIL THE PLANTING WINDOW IS REACHED.
PLANTING MAINTENANCE
1. THE CONTRACTOR SHALL INSPECT ALL PLANTINGS ON A WEEKLY BASIS FOR THE FIRST 60 DAYS AFTER
PLANTING. THE CONTRACTOR SHALL WATER ALL PLANTS AS NEEDED TO ENSURE SURVIVAL.
2. AFTER 30 DAYS, ANY DISEASED DEAD OR DYING PLANTS SHALL BE REPLACED WITH THE SAME SPECIES.
3. THE CONTRACTOR SHALL WARRANT ALL PLANTINGS FOR A MINIMUM PERIOD OF 12 MONTHS AFTER
INSTALLATION.
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09042

PER FOOT
H
—18'—
PAVEMENT
SLOPE: 1/4" PER FOOT
91.
SLOPE ROADWAY DRAINAGE AWAY FROM SOW FIELD
A INVERTED CROWN R TION
C2 C9 NOT TO SCALE
Z
w
w
Q
d
0
C. HkLSIDES
ASPHALTIC CONCRETE SURFACE COURSE W
8" AGGREGATE BASE COURSE
III —III COMPACTED SUBGRADE
B NEW PAVEMENT ;SECTION
C2 C9 NOT TO SCALE
FINISH GRADE
AS INDICATED
1/4":1' }
x
1"
2" 4" 6x6 WWF 10/10
SIDEWALK WITHOUT INTEGRAL CURB
NOTES:
1. PROVIDE EXPANSION JOINTS ALONG ALL EXISTING
STRUCTURES AND WALKS AND AT 50' INTERVALS ALONG
STRAIGHT SECTIONS OF WALK
2. PROVIDE CONTRACTION JOINTS AT 5'-0" INTERVALS AND
AT ALL CHANGES IN DIRECTION OF WALK. CONTRACTION
JOINTS SHALL BE 1/8" WIDE X 3/4" DEEP.
C CONCRETE SWEWALK
C2 Cl NOT TO SCALE
» J2
1
1 4" 8"
2"
(2) #4 CONT.
D CONCRETE APRON
C2 C9 NOT TO SCALE
#4 @ 12" O.C.
EACH WAY
4
•
FILL
11,
SHOULDER
PER FOOT
ASPHALT ' _
PAVING
STBC OR
ABC
[1T:711Iy
GRADE
12"
RESERVED
PARKING
12"
MAXIMUM
PENALTY
$250
GS 20-37.6
NOTES:
1. COLORS
BACKGROUND: WHITE
LEGEND AND BORDER: GREEN
WHITE SYMBOL ON BLUE BACKGROUND
2. MOUNT THE SIGN 60" ABOVE GRADE.
12"
VAN
ACCESSIBLE
E HANDICAP PARKING SIGN
C2 C9 NOT TO SCALE
LANE WIDTH
JcV
STOP BAR -WHITE
SPACE DESIGNATION -WHITE
/ PAVEMENT STRIPING / MARKING
C2 C9 NOT TO SCALE
2�
o O O
O ° O ° 6" LAYER OF COARSE AGGREGATE OVER
0 0 0 0 ° 12" LAYER OF STONE BASE COURSE
0 0 0
o ° 0 0 0 0 MAINTENANCE:
° 0 ° O ° t. MAINTAIN ENTRANCE CONDITION.
0 0 0 0 O THIS MAY REQUIRE REPLACMENT
OF STONE.
00000
0
o°o°o°o
EDGE OF EXISTING
ROADWAY PAVEMENT
G GRAVEL CONTROL ENTRANCE
C3 C9 NOT TO SCALE
SELF -ANCHORING
METAL POST ® 6' O.C. MAX
12 GAGE 6"x6" WIRE MESH
FILTER FABRIC
8 BURY
<�= FLOW
MAINTENANCE:
1. INSPECT STRUCTURES WEEKLY AND
AFTER AT LEAST A 1/2" OR GREATER
RAINFALL EVENT.
2. REMOVE SEDIMENT FROM BEHIND SILT
FENCE PRIOR TO IT REACHING A
MAXIMUM DEPTH OF 6 INCHES.
H SILT FENCE
C3 C9 NOT TO SCALE
PROVIDE CHANNEL LINING OF CENTIPEDE SOD
FROM TOP OF SLOPE TO TOP OF SLOPE
CENTIPEDE SOD
PINNED IN PLACE
3 VCENTERLINE
3
ELEVATON AS INDICATED
3:1 VEGETATED SWALE
PROVIDE CHANNEL LINING OF CENTIPEDE SOD
UtivnrLUL �)UU
PINNED IN PLACE
11 11
5 5
244 SOW eay,
CENTERLINE ELEVATON AS INDICATED
5:1 VEGETATED SWALE
VEGETATED SWALE
C3 C9 NOT TO SCALE
11" THICK NCDOT #57WASHED
STONE ON UPSTREAM SIDE
12" THICK NCDOT #57
STONE ON UPSTREAM SIDE
3
-FILTER CLOTH
I I CLASS B
I RIPRAP
00 2
���1
CLASS A NON -WOVEN I- 4' MINIMUM _
GEOTEXTILE FABRIC 6' MAXIMUM
MAINTENANCE
1. CONSTRUCT CHECK DAM OF RIP
RAP STONE PLACED IN ACCORDANCE
WITH DETAIL.
2. SEDIMENT BEHIND THE CHECK DAM
SHALL BE REMOVED PRIOR TO THE LEVEL
REACHING WITHIN 6" OF THE CENTERLINE
CREST OF THE DAM.
3. SHOULD SCOUR DEVELOP AT THE
DOWNSTREAM END, IT SHALL BE
RFPAIRFf) IMIMFnIATFI Y
AOUTLET PIPE
0
FLOW
PLAN
OUTLET PIPE
CLASS A NON-..-.-.... .". , .. ,..
SECTION A -A
0 O°00o°
0�00 O
0o°0 0
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A
B
C
D
E
MIN. RIP RAP SIZE
MAX. RIP RAP SIZE
12 -15
4
6
6
9
4
6
18" (POND OUTLET)
4.5'
10'
11.5'
14"
6"
9"
12'
FLOW
CLASS A NON -WOVEN FILTER FABRIC
.. .
INLET TO POND
MAINTENANCE:
1. INSPECT STRUCTURES AT LEAST WEEKLY AND
AFTER ANY RAINFALL EVENT GREATER THAN
ONE-HALF INCH.
2. IMMEDIATELY MAKE ALL NEEDED
REPAIRS.
K INLET/OUTLET PROTECTION
C3 C9 NOT TO SCALE
YEAR ROUND VEGETATIVE SEEDING
AFTER COMPLETION OF GRADING ACTIVITIES AND THE
CONSTRUCTION OF SWALES, ALL EXPOSED AREAS SHALL
BE SEEDED TO THE FOLLOWING SPECIFICATIONS:
SEED BED
LIME 1-1/2 TON PER ACRE
FERTILIZER 1/2-TON PER ACRE
SEED
RYE GRAIN 50 LBS PER ACRE
TALL FESCUE 100 LBS PER ACRE
MAY THROUGH AUGUST:
CENTIPEDE 5 LBS PER ACRE
PROCEDURE
STRAW MULCH SHALL BE APPLIED AT A RATE WHICH WILL
INSURE APPROXIMATELY 75% COVERAGE OF THE SEEDED
AREA. THE STRAW AND SOWN SEED WILL BE LIGHTLY
DISCED INTO THE BED TO GIVE IT FURTHER RESISTENCE
TO BLOWING AND WASHING.
THE CONTRACTOR SHALL GUARANTEE A FULL STAND OF
GRASS OVER THE ENTIRE DISTURBED AREA. IF NECESSARY
THE CONTRACTOR WILL WET DOWN THE AREAS TO ASSIST
IN SEED GERMINATION OR AID IN GROWTH IN TIMES OF
EXCESSIVELY DRY WEATHER. A STAND OF GRASS WILL BE
CONSIDERED ACCEPTABLE WHEN THE ENTIRE STAND OF
GRASS IS AT LEAST FOUR INCHES HIGH AND HAS
ACHIEVED AT LEAST 95% COVERAGE OF DISTURBED
AREAS. RESEEDING WILL BE REQUIRED AS NECESSARY BY
THE CONTRACTOR TO OBTAIN THE SPECIFIED STAND OF GRASS.
L VEGETATION PLAN
C3 C9 NOT TO SCALE
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09042

THE PROJECT NPDES CONSTRUCTION PERMIT REQUIRES THAT EROSION CONTROL DEVICES AND STORM WATER OUTFALLS
BE INSPECTED WEEKLY AND WITHIN 24 HOURS OF A 1/2-INCH RAIN EVENT. IT SHALL BE THE RESPONSIBILITY OF THE
CONTRACTOR TO CONDUCT THESE INSPECTIONS AND MAINTAIN RECORDS UNTIL THE AREA HAS STABILIZED,
EVIDENCED BY 95% VEGETATIVE GROWTH FOR AREAS RECEIVING SEEDING. TO FACILITATE RAINFALL MONITORING, A RAIN
GAGE IS REQUIRED TO BE ONSITE. ONCE STABILIZATION HAS BEEN ACCOMPLISHED, INSPECTION RECORDS ARE
TO BE FORWARDED TO THE CONTRACTING OFFICER AND ALL TEMPORARY EROSION CONTROL MEASURES REMOVED. THE
CONTRACTOR IS RESPONSIBLE FOR MAINTAINING COMPLIANCE WITH ALL PERMITS AND PLANS. ANY CHANGES
MUST BE APPROVED BY THE STATE PRIOR TO EXECUTION. A COPY OF'THE EROSION AND SEDIMENTATION
CONTROL PLAN, LETTER OF APPROVAL AND NPDES CONSTRUCTION PERMIT MUST BE MAINTAINED BY THE CONTRACTOR
MAINTENANCE PLAN
1. REMOVE SEDIMENT FROM BEHIND SILT FENCING AND CHECK DAMS
IN ACCORDANCE WITH THE INDIVIDUAL MAINTENANCE PLANS INDICATED
FOR EACH DEVICE.
2. ALL AREAS WILL BE FERTILIZED, SEEDED, RESEEDED AS NECESSARY, AND
MULCHED ACCORDING TO SPECIFICATIONS IN THE VEGETATION PLAN IN ORDER
TO ESTABLISH AND MAINTAIN A VIGOROUS, DENSE VEGETATIVE COVER.
3. ANY SEDIMENT TRACKED ONTO THE ADJACENT ASPHALT ROAD SHALL BE
REMOVED ON A DAILY BASIS.
AT THE PROJEGT SITE It. STORMWATER DEfEN1I0N POND SHALL BE USED AS A TEMPORARY SEDIMENT TRAP.
UPON COMPLETION OF CONSTRUCTION, ALL SEDIMENT SHALL BE REMOVED
FROM THE STORMWATER DETENTION POND TO RESTORE IT TO THE DESIGN DEPTHS.
DICKERSON & MORGAN
( portion 1 ) PC:E S:188
I 2567-602
LIMITS OF DISTURBANCE
�I 3.9 ACRES _._.. "wIVEVPY 302
m ON
K f 1 0 '' 1•' INAGE BASI
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BASINWill
SF
.56
1 / •1 1 ILIMITS OF DISTURBANCE
3.9 ACRES
1'ATER a NSF
18 V
1 1 059.1 - I 0
UL
OF DISTURBANCE
I •' 3.9 ACES
Y
r i
v' 1 r 1 • • r �l
NOTE:
SECTION 404 WETLANDS ARE NOT LOCATED WITHIN THE
PROJECT LIMITS OF DISTURBANCE.
1 MOVED POND DISCHARG JCA 1 8 21 11
L. 1AMA A&44 141A 11
NOTE.
1. 1. ALL DISTURBED AREAS SHALL BE VEGETATED IN ACCORDANCE WITH THE PROJECT VEGETATION
PLAN. SEE DETAIL L, SHEET C9.
NEW WORK ITEMS
lO NEW ASPHALT ROAD. SEE DETAIL A, SHEET C9
O2 NEW ASPHALTIC CONCRETE PAVEMENT. SEE DETAIL B, SHEET C9
O3 NEW CONCRETE SIDEWALK. SEE DETAIL C, SHEET C9.
® NEW CONCRETE SLAB. SEE DETAIL D, SHEET C9.
50 NEW HANDICAP SPACE DESIGNATION do SIGNAGE. SEE DETAIL E. SHEET C9.
© NEW PAVEMENT STRIPING. SEE DETAIL F, SHEET C9.
O7 INSTALL GRAVEL CONTROL ENTRANCE. SEE DETAIL G, SHEET C9.
® INSTALL SILT FENCE SEE DETAIL F, SHEET C9.
O9 VEGETATED SWALE. SEE DETAIL H, SHEET C9.
10 INSTALL CHECK DAM. SEE DETAIL I, SHEET C9.
11 INSTALL INLET/OUTLET PROTECTION. SEE DETAIL J, SHEET C9
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181 9 S Fvy
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44.6 BUA
G=O. p
WITS OF DISH �\ s �X
9 ACRES
5:1 ZONE\t 0
0 ZON] 22 \ Jp �•
M IATURE GOLF IRS
5,004 IMPEffMIQ�I
1:IAXIMUM o p AS
• \ \ rp w.y
VTLB 3
NEW DROP INLET (TYPICAL) \8 \
NOTE: POND %CW1RGE IS 16' FROM PROPERTY LINE
ANEW PIPING (TYPICAL)
SPECIAL SEEDING NOTE:
THE ANGLE FOR GRADED SLOPES AND FILL SHALL BE NO GREATER
THAN THE ANGLE THAT CAN BE RETAINED BY VEGETATIVE COVER OR
OTHER ADEQUATE EROSION CONTROL DEVICES OR STRUCTURES. IN
ANY EVENT, SLOPES LEFT EXPOSED WILL, WITHIN 21 CALENDAR DAYS
OF COMPLETION OF ANY PHASE OF GRADING, BE PLANTED OR
OTHERWISE PROVIDED WITH TEMPORARY OR PERMANENT GROUND
COVER, DEVICES, OR STRUCTURES SUFFICIENT TO RESTRAIN EROSION.
ADDITIONALLY, WITHIN 15 WORKING DAYS OR 90 CALENDAR DAYS
FROM THE COMPLETION OF THE PROJECT (WHICHEVER IS SHORTER),
PERMANENT GROUND COVER SHALL BE ESTABLISHED.
ltutlVtL
Lg4D 0UA0TY'lEQTI0N
eHiNGTOR REGIONAL rlvr
0
SEQUENCE OF OPERATION:
1. OBTAIN APPROVED EROSION AND SEDIMENTATION CONTROL PERMIT FROM THE
NCDENR'S LAND QUALITY SECTION
2. REVIEW EROSION AND SEDIMENTATION CONTROL REQUIREMENTS AT PRECONSTRUCTION
CONFERENCE.
3. INSTALL GRAVEL CONTROL ENTRANCE.
4, ERECT SILT FENCING.
5. EXCAVATE STORMWATER DETENTION POND AND STABILIZE.
6. CONSTRJCT SITE IMPROVEMENTS.
7. STABILI2E WITH GRASS ALL AREAS NOT TO BE FURTHER DISTURBED BY
CONSTRUCTION ACTIVITIES IN ACCORDANCE WITH THE PROJECT VEGETATION PLAN.
8. REMOVE ANY ACCUMULATED SEDIMENT FROM STORMWATER DETENTION POND.
9. ADDITIONAL MISCELLANEOUS EROSION AND SEDIMENTATION CONTROL MEASURES MAY
BE REQUIRED WHEN DEEMED NECESSARY BY THE PROJECT ENGINEER OR THE NCDENR'S
LAND QUALITY SECTION.
10, REMOVE GRAVEL CONTROL ENTRANCE, SILT FENCING AND STONE CHECK DAMS AT
COMPLETION OF CONSTRUCTION AND THE ESTABLISHMENT OF FINAL VEGETATION.
REVISED EROSION & SEDIMENTATION CONTROL PLAN
SHOWING PIPING VS. DITCHED AREAS
SEPTEMBER 27, 2011
30 0 15 30 60
GRAPHIC SCALE: 1" = 30'
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09042

GENERAL CONSTRUCTI0N NOTES:
1. THE LOCATION AND DEPTHS OF EXISTING UTILITIES SHOWN ARE APPROXIMATE. THE CONTRACTOR
SHALL BE RESPONSIBLE FOR SCANNING THE AREA OF WORK TO IDENTIFY TO HIS OWN SATISFACTION
THE EXTENT OF UTILITIES PRESENT INCLUDING THE UTILITIES INDICATED TO BE PRESENT, THOSE NOT
SHOWN, AND THOSE SHOWN TO BE IN A DIFFERENT LOCATION.
2. PHYSICAL SITE FEATURES OUTSIDE THE AREA OF WORK OR THOSE FEATURES NOT RELEVANT TO
THE WORK BEING PERFORMED ARE NOT SHOWN FOR CLARITY.
3. GRADE EVENLY BETWEEN SPOT ELEVATIONS SHOWN.
C
(/�
C/-)
Q
D
z
CD
A SITE GRADING PLAN
C3 C3 SCALE: 1" = 30'
NOTE:
THE PROJECT NPDES CONSTRUCTION PERMIT REQUIRES THAT EROSION CONTROL DEVICES AND STORM WATER OUTFALLS
BE INSPECTED WEEKLY AND WITHIN 24 HOURS OF A 1/2-INCH RAIN EVENT. IT SHALL BE THE RESPONSIBILITY OF THE
CONTRACTOR TO CONDUCT THESE INSPECTIONS AND MAINTAIN RECORDS UNTIL THE AREA HAS STABILIZED,
EVIDENCED BY 95% VEGETATIVE GROWTH FOR AREAS RECEIVING SEEDING. TO FACILITATE RAINFALL MONITORING, A RAIN
GAGE IS REQUIRED TO BE ONSITE. ONCE STABILIZATION HAS BEEN ACCOMPLISHED, INSPECTION RECORDS ARE
TO BE FORWARDED TO THE CONTRACTING OFFICER AND ALL TEMPORARY EROSION CONTROL MEASURES REMOVED. THE
CONTRACTOR IS RESPONSIBLE FOR MAINTAINING COMPLIANCE WITH ALL PERMITS AND PLANS. ANY CHANGES
MUST BE APPROVED BY THE STATE PRIOR TO EXECUTION. A COPY OF THE EROSION AND SEDIMENTATION
CONTROL PLAN, LETTER OF APPROVAL AND NPDES CONSTRUCTION PERMIT MUST BE MAINTAINED BY THE CONTRACTOR
AT THE PROJECT SITE.
MAINTENANCE PLAN
1. REMOVE SEDIMENT FROM BEHIND SILT FENCING AND CHECK DAMS
IN ACCORDANCE WITH THE INDIVIDUAL MAINTENANCE PLANS INDICATED
FOR EACH DEVICE.
2. ALL AREAS WILL BE FERTILIZED, SEEDED, RESEEDED AS NECESSARY, AND
MULCHED ACCORDING TO SPECIFICATIONS IN THE VEGETATION PLAN IN ORDER
TO ESTABLISH AND MAINTAIN A VIGOROUS, DENSE VEGETATIVE COVER.
3. ANY SEDIMENT TRACKED ONTO THE ADJACENT ASPHALT ROAD SHALL BE
REMOVED ON A DAILY BASIS.
4. STORMWATER DETENTION POND SHALL BE USED AS A TEMPORARY SEDIMENT TRAP.
UPON COMPLETION OF CONSTRUCTION, ALL SEDIMENT SHALL BE REMOVED
FROM THE STORMWATER DETENTION POND TO RESTORE IT TO THE DESIGN DEPTHS.
CGS` Jan,, C� J ' V y� : • as
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AMUSEMENT RIDE AREA
2,000 SF IMPERVIOUS AREA MAXIMUM
z0.5
-STORMWATER BASIN
181,059 SF
44.6% BUA
C=0.56
LIMITS OF DISTURBANCE
3.9 ACRES
i
SWA E
DRAINAGE 80
SEPTIC TANK
AREA
9
10
10
IOLF 1Y RCI
3
5:1 SW 9
</. I
e
0
STORMWATER BASIN
181,059 SF
1 1 44.6% BUA
1 C=0.56
DETENTION POND I 3.9 LIMITS
OF DMURBANCE
8
- 1
L -_ .99E .. - WYNNE 1
(Tract 2 2653 481.83 F
_= � ►1, 9-, FOR l�� ��
NOTE:
SECTION 404 WETLANDS ARE NOT LOCATED WITHIN THE
PROJECT LIMITS OF DISTURBANCE.
181 9 SF260 ° • \
44. BUA
MITS OF OISTU
.9 ACRESEwp o \
o O
M IATURE GOLF a
5 SF IMPEtfVI
MAXIMUM o� o
O
NEW DROP INLET (1
NEW PIPING (MICAL)
"" 3
SPECIAL SEEDING NOTE:
THE ANGLE FOR GRADED SLOPES AND FILL SHALL BE NO GREATER
THAN THE ANGLE THAT CAN BE RETAINED BY VEGETATIVE COVER OR
OTHER ADEQUATE EROSION CONTROL DEVICES OR STRUCTURES. IN
ANY EVENT, SLOPES LEFT EXPOSED WILL, WITHIN 21 CALENDAR DAYS
OF COMPLETION OF ANY PHASE OF GRADING, BE PLANTED OR
OTHERWISE PROVIDED WITH TEMPORARY OR PERMANENT GROUND
COVER, DEVICES, OR STRUCTURES SUFFICIENT TO RESTRAIN EROSION.
ADDITIONALLY, WITHIN 15 WORKING DAYS OR 90 CALENDAR DAYS
FROM THE COMPLETION OF THE PROJECT (WHICHEVER IS SHORTER),
PERMANENT GROUND COVER SHALL BE ESTABLISHED.
1 IMOVED POND DISCHARGq JCA 1 8/21/11
2 1ADDED PIPING I JCA 1 9/27/11
NOTE
1. ALL. DISTURBED AREAS SHALL BE VEGETATED IN ACCORDANCE WITH THE PROJECT VEGETATION
PLAN. SEE DETAIL L, SHEET C9.
NEW WORK ITEMS
NEW ASPHALT ROAD. SEE DETAIL A, SHEET C9
O2 NEW ASPHALTIC CONCRETE PAVEMENT. SEE DETAIL B, SHEET C9
O3 NEW CONCRETE SIDEWALK. SEE DETAIL C, SHEET C9.
® NEW CONCRETE SLAB. SEE DETAIL D, SHEET C9.
O5 NEW HANDICAP SPACE DESIGNATION k SIGNAGE. SEE DETAIL E, SHEET C9.
© NEW PAVEMENT STRIPING. SEE DETAIL F, SHEET C9.
0INSTALL GRAVEL CONTROL ENTRANCE. SEE DETAIL G, SHEET C9.
® INSTALL SILT FENCE. SEE DETAIL F, SHEET C9.
( VEGETATED SWALE. SEE DETAIL H, SHEET C9.
10 INSTALL CHECK DAM. SEE DETAIL 1, SHEET C9.
11 INSTALL INLET/OUTLET PROTECTION. SEE DETAIL J, SHEET C9
z
5E-QUENCE OF 01'ERATION:
1. OBTAIN APPROVED EROSION AND SEDIMENTATION CONTROL PERMIT FROM THE
NCDENR'S LAUD QUALITY SECTION
2. REVIEW EROSION AND SEDIMENTATION CONTROL REQUIREMENTS AT PRECONSTRUCTION
CONFERENCE.
3. INSTALL GRAVEL CONTROL ENTRANCE.
4. ERECT SILT FENCING.
5. EXCAVATE STORMWATER DETENTION POND AND STABILIZE.
6. CONSTRUCT SITE IMPROVEMENTS.
7. STABILIZE WTIIi GRASS ALL AREAS NOT TO BE FURTHER DISTURBED BY
CONSTRUCTION) ACTIVITIES IN ACCORDANCE WITH THE PROJECT VEGETATION PLAN.
8. REMOVE ANY ACCUMULATED SEDIMENT FROM STORMWATER DETENTION POND.
9. ADDITIONAL MSCELLANEOUS EROSION AND SEDIMENTATION CONTROL MEASURES MAY
BE REQUIRED WHEN DEEMED NECESSARY BY THE PROJECT ENGINEER OR THE NCDENR'S
LAND QUALTTI SECTION.
10. REMOVE GRAIEL CONTROL ENTRANCE, SILT FENCING AND STONE CHECK DAMS AT
COMPLETION )F CONSTRUCTION AND THE ESTABLISHMENT OF FINAL VEGETATION.
REVISED EROSION 3 SEDNEiTATION CONTROL PLAN
SHOWING PIPING VS DITM AREAS
SHOW K MION POND OUTLET PIPE
SERUBER 27, 2011
30 0 15 30 60
GRAPHIC SCALE: 1" = 30'
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09042