SW8050547_Approved Plans_20220406

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NEW HANOVER COUNTY AIRPO',D,.r"-,r -A-U- THOR171"Y , OWNER
IN COOPERATION WITH
NORTH CAROLINA DEPARTMENT OF TRANSPORTATION,
NOT TO SCALE
LIST OF DRAVVINGS
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Project Na.
3301--15t?7
Sheet No.

f FLASK UK.
U.S. CUSTOMS
PARKING LOT
CUSTOMS BOX
EXISTING PARKING
LOT FOR AIRPORT
USERS ONLY.
NO CONTRACTOR
PARKING ALLOWED
HANGAR
CONTRACTOR
WORK LIMITS
HANGAR
CONTRACTOR
ACCESS
LEGEND
TAXILANE CONTRACTOR
WORK LIMITS
� !!! HANGAR CONTRACTORWORK
1 _� ` _� LIMITS
.�, X X X EXISTING AIRFIELD CHAIN
LINK PERIMETER FENCE
TEMPORARY JERSEY
BARRIERS
NOTES:
1. CONTRACTOR IS NOT ALLOWED TO ACCESS THE AREA LOCATED
BETWEEN FLIGHTLINE ROAD AND ANNA PENNINGTON LANE.' THIS
AREA IS OCCUPIED BY AIRPORT TENANTS.
2. AREAS OUTSIDE THE AOA ARE PUBLICLY ACCESSIBLE. CONTRACTOR
IS RESPONSIBLE FOR SECURING HIS EQUIPMENT AND MATERIALS AND
FOR ERECTING HAZARD FENCING, WARNING SIGNS, AND OTHER
DEVICES/MEASURES AS NEEDED TO PROTECT THE PUBLIC AND HIS
OPERATIONS/EQUIPMENT/MATERIALS. IN COSTS IN "MOBILIZATION".
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ABM
Project No.
3301-1507
Sheet No.

00
I.E.=27.27 I E.=26.40
-z`
CONC. STORM MANHOLE
FRAME 28.98 STRUCTURES 3-1. B-2, B-3. & 9-4 AND ASSOCIATED 54" RCP ARE
I.E. 48" RCP:/1`6.08 Q:rl
CURRENTLY UNDER CONSTRUCTION.
"wf DESIGN INFORMATION IS PROVIDED.
I.E. -�-RbO: 14.75
FIELD WORK FOR STRUCTURES AND GRADING TO BE VERIFIED BY CONTRACTOR.
m
CONCRETE _f. E.- -12" RCP: 14.3
STORM MANHOLE BOTTOM: 14.53
B-1 DROP INLET B-2 DROP INLET B-3 DROP INLET B-4 DROP INLET
FRAME: 29.70
Z
I RIM: 26.00 RIM: 26.90 RIM:26.90 RIM: 26.90
RCP(N�. 14.00
RCP(E): 14.00 .41 INV IN: 14.32 5e RCP INV IN:14.44 5e RCP INV IN:19.50 24" RCP INV IN: 14.94 5e RCP
uv
n INV OUT: 14.32 54" RCP INV OUT: 14-.44 541* RCP (8! PIPE JOINT PLUGGED) INV OUT. 14.94 54!- RCP
RCP(S): 14.00 . ..... ...
BOTTOM: 13.32 BOTTOM: 13.44 INV IN: 14.73 54" RCP BOTTOM: 13.94
BOTTOM: 14.00 RCP "j,
Y
-7-
CIVf /If 14.73 54" RCP
I i, � I INV OUT.
m
m
BOTTOM: 13-73
Ig mm_-
SUE POTHOLE LOC. 'A"
ABANDONED
8" D.I.P., OHP
I.E.=26.79
pop -A 0Hpp 20+ PAIR
a4p CABLE
Z4.- 0A I/ QVYO
.P OHP ELEV.: 22.05 P, I E.=27.01
REF. HUB: 29.64
BUNDLE
'UTL �Lq - -7- U
3" RED PIPE- g
PARALLEL WITH SEVER ss ss ss UGC SANITARY MANHOI F
ELEV.: 22-25
FRAME 29.62
_WANH
SAW11ARY" OLE'
SS
jt Ll.��8� F VC: 2 3. 10 8" 2,
FRAME DRIW'/ Sit- f�j SANITARY SEWER SANITARY MANHOLE
FRAME: 29.12
T
T.7E- 2f
ii .67 ROADWAY SW
�SANITARY IVIANHOLE
_UNED TRUSS PIPE
R
FRAME: 20.65, I.E.: 23.97
W. w w TOP D.I.P.: 26.20
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8" D.I.P.
ELEV.: 26.12 vy
11ME WARNER CABLE
ND I �� 1
REF. HUB: 29.7 COMMUNICATIONS / CATV
3
CUSTOMS BUILDING CONTRACTOR SUE F
TO VERIFY LOCATIONS
ABANDONED
CO
CABIF FOUNDATION
-D-
CABLE BUNDI F INACTIVE
DRAINAGE ELEV.: 26.34
LE LOC.
OLE LOC. "C".* SUE-POTHO
SUE POTH GRASS
REF. HUB: 28.87
Top
AREA -DITCH
SUE POTHOLE LOC.
6" STEEL PIPE,'
6 BORE 24.53
C
'REE HU& 25.83­
T-7-3
ABANDONED SANITARY MANHOLE
REF. HUB: 29.-22: ELEV.: 27.06
FRAME: 29.48
I.E.: 26.92
w
BORE
I.E.(CO): 27.5
EXISTING
CUSTOMS IRRIGATION
GE
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NOT IN SERVICE
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4& 'TOP 60 PVC: �_27JD
ABANDONED CONCRETE BOTTOM, 2m75,
RICAL BOX
ELECT
APP
ROMMATELY 6' X 6 BOTTOM: 20.60 11, FRAME 27.10
STORM MANHOLE GRATE INLET
FRAME 27.81 BORE
FRA�E: 28.170,,
LE: 25-06
*E)� `24
I E. 3C� RCP(S 'I T-2
LE: 25.
OR
B- E_---�
BOTTOM:
--Iq" RCP(N): 24�21
--:25.01
f0UNDA11
INLET kTE
FRA E: 1:20.43 ALL
CONCRETE
AR
FOUNDATION
W
T. 25.co
BOTTOM. 25-63
77
BORE 6 80RE
,45ORE
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S-3
-FRAME-.-: -28M,
INT OF MH
ERENCE:
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25.40
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UNITS
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CUSTOMS (USCBP)
f S-�
BUILDING ------ -
-__,�6 HDPE AB 36" HDPE--
BORE­-'
UGC- UGC
BORI GRATE INLET
-rm. RM�): 23.44 26') UGC UGC
8IDn dDn FRAME: 27.31
d5n d5n
I.E. 3E I.E. 18" RCP(WI 23.71
i" RCP(S 23.59
I.E. 36" HDPE(N): 22.37
-GRATE INLET
BOTTOM- 23.89
GRA721IN7 LET
I.E. 18" RCP(W). 24.36
GRATE INLI . . . . . . .
EXJS17NG 22.46
E. 28.'09
BOTTOM: 21.97
I.E 241* RCP(E): 22.,69 LIGHT POLE
I.E. -2171 FRAM
-61 'FRAME: 27�80­': -IJORE,
FRAME 28. - I.E. 36m HDPE(S).
EXIS G - I I - __�; 29,
U GH T RCP
STORM MANHOLE 18" RCP(WI 24i'l 8 ''LE. 18 T
711- 6- HDPE(tI 22 71: BA! DIA.
1. -:36- _HDPE(N):'22.37
RCO(N):
FRAME: 30.32 (2.5' I.E. 30 .23�90 (2.5
.-46
I.E. 36" RCPI 23-38 I.E�: 36",HbPE(S): 22
-'IjGP UGP UGP
UGP Y�80TTOM�PGF2_t7q=j-� uGp - J4912-44 Ua"�� UGP�'. UUH u PGP
C4ZATE 'INLU
�FRAME: :, , BOTTOM: 21.98,:
BOTTOM: 22.88 29.31 UGP UG? --f,-,��,-�UGP U*NHOLE- 7,
\BASE SE)
LE 36** RCP(E): 23.38
I-E, 2e RCP(S).- 23.50 BORE
FRAME:-'
36
I.E. RCP(W): 22.83z
CONC. PAD W/GE�ERATOR k
28.21 7tt _,�UGP IN PVC CONDUIT
E):'23-.74.1- -4
GRASS T 30" BELOW GROUND A -I.E. 48" RCP(N): 22-83 KEYPAQ
I- (W);
-BOTTOM: 21.83 8 20" DOUBL
I GRATE INI FT BOTTOM:' 23.98- .2 E LEAF/,
SWING GATE Alj�
OHP
FRAME: 28.49
PC
I.E. 18" RCP(E): 24-03 - - - - - - - - - - - - X X, X X
X X _X X X
BOTTOM: 23.57
VGP
P .......... -GRASS 8' CHAINLINk
20' DOUBI F LEAF
AREA --FENCE'
X
X x
SWING GATE
x
7-
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C
18" R
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CONCRETE VAULT
STORM MANHOLE
---,APPRC -FRAME: 28.96 GRATE INI ET 3/4"COMM. CABLE ABANDON
-X4
C W. 4t TH
ED
WA
FRAME: 29.91
I.E. 30' RCP(E): 18.22 ELEV.: 26.50
STOMS
EXISTING CU
-REFERENCE HUB: 29.51
RON
AP I.E. 18" RCP(W): 23.84 WM 7--_-_-I.E.(E): 24.45
LEM: 24.48
OD I.E. 24:0 RCP(N): 23.84 ........... . ,
BOTTOM: 17.22 I.E.(S): 24.38
0
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N
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A ON APREON
- - - -----------
IMm- MINIZEN E=mm ME
--- - 9&50- -
m
ss -
GAS -
UTL -
UGP -
OHP -
EXISTING CONCRETE PAVEMENT
EXISTING BITUMINOUS PAVEMENT
EXISTING STORM DRAIN
EXISTING CONTOUR
EXISTING DRAINAGE DITCH/SWALE
EXISTING DROP INLET/APRON DROP INLET
EXISTING STORM MANHOLE
EXIS11NG MONITORING WELL
EXISTING 11E DOWN
EXISTING CHAIN LINK FENCE
EXISTING JERSEY BARRIER
EXISTING WATER LINE
EXISTING SANITARY SEWR LINE
EXISTING GAS LINE
EXISTING UNDERGROUND COMMUNICATIONS LINE
EXISTING UNDERGROUND POWER LINE
EXISTING OVERHEAD POWER LINE
EXISTING 14YDRANT
EXISTING VALVE BOX
EXISTING POWER/UGHT POLE
EXISTING COMMUNICATIONS BOX
SURVEY POINT (SEE SHEET Sl)
EXISTING DRAINAGE FLOW DIRECTION
GENERAL NOTES:
1. EXISTING CONDITIONS SURVEY FROM THOMAS & HUTTON, MARCH
2016 AND JANUARY 2015. AS BUILT SURVEY FROM CAROLINA
ENGINEERS, P.A., DATED MAY 2016 IS ALSO INCORPORATED.
2. ALL ELEVA11ONS ARE IN NAVD88. HORIZONTAL DATUM : NAD 83
(2011).
3. BORING LOCATIONS LOGS AND TEST DATA ARE CONTAINED IN AN
APPENDIX OF THE SPECIFICATIONS AND ARE FOR INFORMATIONAL
PURPOSES ONLY. CONTRACTOR SHALL USE DATA AT HIS OWN RISK.
CONTRACTOR IS RESPONSIBLE FOR MAINTAINING VERTICAL AND
HORIZONTAL CONTROL FOR THE PROJECT.
4. MONUMENTS, BENCHMARKS, CONTROL POINTS, AND BASELINES ARE
AS SHOWN ON SHEET S1.
5. CONTRACTOR SHALL USE EXTREME CAUTION WHEN WORKING IN THE
VICINITY OF EXISTING UNDERGROUND AND OVERHEAD CABLES TO
PREVENT DAMAGE. ANY DAMAGE CAUSED BY CONTRACTOR'S
OPERATIONS SHALL BE REPAIRED IMMEDIATELY AT THE
CONTRACTOR'S EXPENSE.
6. FOR SEQUENCE OF CONSTRUCTION, PHASING, AND SAFETY
REQUIREMENTS, SEE "A"' SHEETS.
7. SUBSURFACE UTILITY (SUE) INFORMATION FROM 2015 INVESTIGATION
PERFORMED BY THOMAS AND HUTTON.
BY:
40 20 0 40 80 120
SCALE IN FEET
1 Is= 40 3
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Scale
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ASM
Project No. 3301-1507
Sheet No.
EX1

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REMOVE EXISTING
STORM WATER PIPES,
INLETS, AND .
MISCELLANEOUS .
_ STRUCTURES BY
U A'Ktr_ Aa x-nKiTQArTnQ
PROTECT EXISTING --
LIGHT POLE
(2.5' DIA. BASE)
BY HANGAR
CONTRACTOR
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LEGEND
41.
EXISTING CONCRETE PAVEMENT
EXISTING BITUMINOUS PAVEMENT
REMOVAL BY TAXILANE CONTRACTOR
REMOVAL BY HANGAR CONTRACTOR
. ,
EXISTING DRAINAGE OITCH/SWALE
EXISTING DROP INLET/APRON DROP INLET
EXISTING STORM MANHOLE
EXISTING MONITORING WELL
z,
EXISTING TIE DOWN
EXISTING CHAIN LINK FENCE
EXISTING JERSEY BARRIER
EXISTING WATER LINE
EXISTING SANITARY SEWER LINE
ss
EXISTING GAS LINE
CAS
EXISTING UNDERGROUND COMMUNICATIONS LINE
UTL
EXISTING UNDERGROUND POWER LINE
UCP
EXISTING OVERHEAD POWER LINE
£BHP
EXISTING HYDRANT
EXISTING VALVE BOX
EXISTING POWER/LIGHT POLE
EXISTING COMMUNICATIONS BOX
DEMOLITION NOTES:
1. FENCE REMOVAL BY TAXILANE CONTRACTOR SHALL BE
CLOSELY COORDINATED WITH AIRPORT AND ENGINEER
IN ACCORDANCE WITH THE PHASING FLANS.
CONTRACTOR SHALL BE REQUIRED ' TO MAINTAIN A
SECURE AOA PERIMETER (8' CHAIN LINK FENCE WITH
3-STRANDS OF BARBED WIRE) AT ALL TIMES DURING
THE WORK, WHETHER BY MAINTAINING EXISTING
FENCING/BARRIERS, OR INSTALLING NEW
FENCING/BARRIERS, OR BY RELOCATING EXISTING
BARRIERS.
2. REMOVAL OF EXISTING DRAINAGE PIPE AND DRAINAGE
STRUCTURES SHALL BE CLOSELY COORDINATED WITH
THE ENGINEER IN ACCORDANCE WITH THE PHASING
PLANS. CONTRACTOR SHALL BE REQUIRED TO MAINTAIN
DRAINAGE OF UPSTREAM AREAS (INCLUDING THE
CUSTOMS BUILDING) AT ALL TIDIES DURING
CONSTRUCTION TO AVOID FLOODING.
3. HANGAR CONTRACTOR SHALL PROVIDE RELOCATION OF
EXISTING UTILITIES IN THE VICINITY OF HALL DRIVE
PROVIDING SERVICES TO THE CUSTOMS BUILDING.
RECORD DRAWINGS OF RELOCATED UTILITIES ARE TO
BE PROVIDED TO THE ENGINEER.
■� ALT =0�ALT BID ALTERNATE REMOVAL
AREA FOR HANGAR
CONTRACTOR.'
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30 15 0 30 60 90 Project No.
3301--1507
Sheet No.
SCALE IN FEET
1 "= 30' EX2

-
STING CUSTOMS
PARKING LOT
H-5
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CONCRETE
DUMPSTER PAD
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5,.414sf
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LEGEND
����
APRON CONCRETE PAVEMENT
-
SIDEWA CONCRETE PAVEMENT
.
6" CONCRETE, 4,000 PSI
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BUILDING HANGAR PAD
I
FOUNDATIONS BY OTHERS
HEAVY DUTY PAVEMENT — ENTRANCE
& FUEL ACCESS DRIVE
I _'I
STANDARD PAVEMENT —DRIVEWAY
AND PARKING SPACES
TAXILANE BY TAXILANE CONTRACTOR
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NOTES:
1. SEE SHEET S1 AND C1 FOR HANGAR SITE PLAN
DIMENSIONAL INFORMA11ON AND COORDINATES OF KEY
FEATURES.
2. SEE SHEETS EX1-EX3 FOR LIMITS OF EXISTING
COND11IONS AND REMOVAL PLAN.
3. SEE SHEET D3 DETAILS AND NOTES FOR STORM DRAIN
PIPE INSTALLA11ON AND EXISTING STORM DRAIN
SYSTEM REMOVAL.
4. ALL SLOPES SHALL BE 3:1 OR FLATTER.
5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR
ND DEWATERING. DEWATERING
SHALL BE DIRECTED ON AIRPORT PROPERTY AND
SHALL NOT BE DIRECTED TOWARD NCDOT
RIGHT-OF-WAY.
6. ALL DEBRIS FROM REMOVAL OPERATIONS SHALL BE
DISPOSED OF OFF AIRPORT PROPERTY AT PROPERLY
PERMITTED LOCATION.
7. UTILITIES SHOWN IN PROFILE ARE AT APPROXIMATE
DEPTHS AND LOCATIONS. WATER AND SEWER
DISCONNECT AND/OR REPAIRS SHALL BE COORDINATED
WITH CAPE FEAR PUBLIC UTILITY AUTHORITY. DAMAGES
TO EXISTING UTILITIES, WATER AND SEWER SHALL BE
REPAIRED AT CONTRACTOR'S EXPENSE.
8. WHEN CONSTRUCTING OR REMOVING STRUCTURES/PIPE
ADJACENT TO PAVEMENT, CONTRACTOR IS
RESPONSIBLE FOR SHORING, BRACING AND/OR
INSTALLING SHEET PILES TO ENSURE PAVEMENT IS NOT
UNDERMINED.
9. CON11NUE 2" CONDENSATE HEADERS INTO DROP INLET
H-2.
10. SEE ARCHITECTURAL PLANS FOR DECORATIVE FENCING,
S, IRRIGA11ON PLANS.
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(INVERTS TO BE VERIFIED BY
-j W 0 0
CONTRACTOR BEFORE
CONTRACTOR BEFORE
3g: 0 0
INSTALLATION)
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RIM: 26.90
RIM:29.31 ADJUST70 29.68
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INV IN:23.41 24" RCP(S)
�-
INV IN: 22.48 18" RCP(S)
INV IN:22.91 ,36" RCP(W)
w
CONNECMON INVERT
OONNECTION INVERT
0
INV OUT: 22.38 24" RCP(W)
INV OUT-.22.91 48- RCP(N)
z
BOTTOM: 21.38
H-1 PRE -CAST CONCRETE H-3 PRE -CAST CONCRETE DROP INLET
CATCH BASIN INLET RIM: 28.75 -1 I
RIM: 29.40 XITING
INV IN: 22.85 18" RCP(S) INV IN: 23.75 18" RCP(W) o01111111#1
INV OUT: 22.75 18- RCP(N) INV OUT: 23.50 36- RCP(NE) v Nk
n , - -%N),* -4
BOTTOM: 21.75 BOTTOM: 22.00 , w* '%A -0,
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H-2 PRE -CAST CONCRETE H-4 PRE -CAST CONCRETE DROP INLET 0% a - 4w
Wft do
CATCH BASIN INI ET RIM: 28.15 "a I am
"a I 'No
0 am
RIM: 29.28 INV IN: 25.02 18- RCP(S) EXISTING om v
ww 0 034503 * -
I WAD
INV OLIT: 23.56 18- RCP(N) INV OUT: 24.50 18- RCP(N) 0� 4 . *a
BOTTOM: 24.50 ,-, -p -% .100- iz
BOTTOM: 22.55 06 Ai 14
H-5
FLARED END SECTION
INV 26.55 18- RCP(N)
40 71 -'*,, t$jNrrNi*-
6�* '1% -,"a-
00 %J
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1
Date
H-6
JUNE 2016
FLARED END SECTION
INV 26.40 18- RCP(S)
Scale
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SCALE IN FEET
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PROPOSED CONTOUR
EXISTING STORM DRAIN
PROPOSED STORM DRAIN
TEMPORARY SILT FENCE
PROPOSED SURFACE
DRAINAGE FLOW DIRECTION
DROP INLET PROTECTION
ROCK PIPE INLET
PROTECTION
EXCELSIOR MATTING
MAXIMUM TOTAL LII+ M OF
DISTURBANCE = 7.0 ACRES
NOTES:
1. SEE SHEET SE2 FOR EROSION AND SEDIMENT
CONTROL DETAILS AND ADDITIONAL NOTES.
2. ESTABLISH STAGING AND STOCKPILE AREAS.
3. INSTALL EROSION AND SEDIMENTATION
CONTROL DEVICES AS SHOWN OR DIRECTED
BY THE ENGINEER PRIOR TO BEGINNING OF
WORK.
4. IMMEDIATELY UPON GRADING COMPLETION,
INSTALL EXCELSIOR MATTING IN
DITCHES f SWALES AND DRAINAGE INLETS AS
NECESSARY.
5. PROPOSED FENCE/GATES NOT SHOWN. EACH
CONTRACTOR SHALL BE RESPONSIBLE FOR
SEEDING AND MULCHING FENCE LINE IN THEIR
CONTRACT.
TWO CONTRACTORS WILL WORK SIMULTANEOUSLY
TO COMPLETE THIS PROJECT. ONE CONTRACTOR
WILL COMPLETE THE WORK INVOLVING THE
TAXILANE AND ANOTHER CONTRACTOR WILL
COMPLETE THE WORK INVOLVING THE HANGAR,
APRON, PARKING LOT, AND DRIVEWAYS.
BELOW IS A DESIGNATION KEY FOR THE
CONTRACTOR RESPONSIBLE FOR EACH EROSION
CONTROL MEASURE.
TC EROSION CONTROL MEASURES INSTALLED BY
TAXILANE CONTRACTOR
HC EROSION CONTROL MEASURES INSTALLED BY
HANGAR CONTRACTOR
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Date
JUNE 2016
Scale
4 1 - 30*
Drawn
REM
��� CI1eCICeti
ABM
Project No.
33€31-1507
30 15 0 30 60 90 Sheet No.
SCALE IN FEET
1 ss= 30' SE1

ER
SIOb! AND SEDIMENT CONTROL DOTES:
1.
ALL TEMPORARY OR PERMANENT EROSION AND SEDIMENT CONTROL PRACTICES NECESSARY FOR RETAINING
SEDIMENTS ON THE CONSTRUCTION SITE SHALL BE INSTALLED AT THE LOCATIONS AS SPECIFIED ON THE PLANS
PRIOR TO ANY LAND CLEARING OR GRUBBING ACTIVITIES. A RAIN GAUGE PROVIDED BY CONTRACTOR MUST BE
LOCATED ON SITE AT ALL TIDES.
2.
CRITICAL EROSION AREAS SHALL BE GIVEN SPECIAL ATTENTION PRIOR TO AND DURING CONSTRUCTION OF THE
PROJECT AND UNTIL SUCH TIME AS STABILIZATION OF THE PROJECT HAS BEEN ESTABLISHED.
3.
CONTRACTOR SHALL MAKE PERIODIC SITE INSPECTIONS OF THE EROSION AND SEDIMENT CONTROL MEASURES TO
DETERMINE THEIR CONDITION AND PERFORMANCE. IF SEDIMENT HAS DEPOSITED IN A STREAM OR WETLAND,
CONTRACTOR SHALL NOTIFY OWNER AND THE .DIVISION OF WATER QUALITY OFFICE WITHIN 24 HOURS AND WRITTEN
NOTICE MUST BE PROVIDED WITHIN 5 DAYS. SHOULD ANY ADJUSTMENTS OR REPAIRS NEED TO BE MADE, THE
CONTRACTOR SHALL RESPOND IMMEDIATELY IN MAKING NECESSARY REPAIR, ADJUSTMENT AND/OR REPLACEMENT.
ANY SEDIMENT WHICH HAS BEEN TRANSPORTED BEYOND THE PROJECT LIMITS SHALL BE REMOVED AND/OR
STABILIZED AS DIRECTED BY THE ENGINEER.
4.
TOPSOIL AND AGGREGATE STOCKPILES SHALL BE PLACED AT THE LOCATION AS DIRECTED BY THE ENGINEER.
DEDICATED DEMOLITION AND OTHER WASTE AREAS AND EARTHEN MATERIAL STOCKPILES MUST BE LOCATED AT
LEAST 50' FROM STORM DRAINS OR STREAMS UNLESS NO ALTERNATIVE IS FEASIBLE. SILT FENCE SMALL BE
ERECTED AT THE TOE OF THE STOCKPILES. SILT FENCE SHALL BE MAINTAINED THROUGHOUT THE DURATION OF
THE PROJECT.
5.
W14ERE CONSTRUCTION VEHICLE ACCESS ROUTES INTERSECT PAVED ROADS, PROVISIONS SMALL BE MADE TO
MINIMIZE THE TRANSPORT OF SEDIMENT BY VEHICLES TRACKING ONTO THE PAVED SURFACE. W14ERE SEDIMENT IS
TRANSPORTED ONTO A PUBLIC ROAD SURFACE, THE ROAD SHALL BE CLEANED THOROUGHLY AT THE END OF
EACH DAY. SEDIMENT SMALL BE REMOVED FROM THE ROADS BY SHOVELING OR SWEEPING AND TRANSPORTED TO
A SEDIMENT CONTROL DISPOSAL AREA. STREET MASHING SHALL BE ALLOWED ONLY AFTER SEDIMENT IS REMOVED
IN THIS MANNER.
FERTILIZER:
6.
CONTRACTOR SHALL MAINTAIN AND REPAIR EXISTING AGGREGATE BASE ON ACCESS ROADS, PARKING AREAS
AND/OR OTHER VEHICLE TRANSPORTATION ROUTES AS REQUIRED OR AS DIRECTED BY THE ENGINEER.
7.
EROSION AND SEDIMENT CONTROL MEASURES INTENDED TO TRAP SEDIMENT SHALL BE CONSTRUCTED AS A FIRST
LIME:
STEP IN ANY LAND DISTURBING .ACTIVITY AND SHALL BE MADE FUNCTIONAL BEFORE UPSLOPE LAND DISTURBANCE
TAKES PLACE. THE MEASURES ARE TO BE KEPT CLEAR OF DEBRIS AND SEDIMENTS SHALL BE CLEANED OUT
PERIODICALLY DURING AND AFTER CONSTRUCTION ACTIVITIES. ALL OTHER STORM WATER MANAGEMENT FACILITIES
SHALL BE INSTALLED AND MADE OPERATIONAL AS SHOWN OR REQUIRED BY CONSTRUCTION ACTIVITIES.
MULCH:
8.
A PERMANENT VEGETATIVE COVER SHALL BE ESTABLISHED ON DISTURBED AREAS NOT OTHERWISE PERMANENTLY
STABILIZED. PERMANENT VEGETATION SHALL NOT BE CONSIDERED ESTABLISHED UNTIL A GROUND COVER IS
ACHIEVED THAT IS UNIFORM, MATURE ENOUGH TO SURVIVE AND WILL INHIBIT EROSION. PERMANENT VEGETATIVE
COVER SHALL CONSIST OF LIMING, FERTILIZING, SEEDING, AND MULCHING TO ASSURE A FIRM STAND OF GRASS.
TEMPORARY EROSION CONTROL MEASURES ARE TO BE REMOVED ONLY WHEN STABILIZATION HAS BEEN
ESTABLISHED.
CONTRACTOR
MAINTENANCE OF
9
CONCENTRATED RUNOFF SHALL NOT FLOW DOWN CUT OR FILL SLOPES UNLESS CONTAINED WITHIN AN ADEQUATE
SEEDED AREAS:
TEMPORARY OR PERMANENT CHANNEL, FLUME OR SLOPE DRAIN STRUCTURE.
10.
MAINTENANCE AND INSPECTION OF ALL EROSION AND SEDIMENT CONTROL PRACTICES SHALL BE PERFORMED BY
THE CONTRACTOR ON A WEEKLY BASIS AND AFTER EACH RAINFALL PRODUCING RUNOFF REGARDLESS OF
WHETHER THE CONTRACTOR IS WORKING THAT MEEK, UNTIL FINAL STABLIZATION/ACCEPTANCE. NECESSARY
REPAIR, ADJUSTMENT AID/OR REPLACEMENT SHALL BE PERFORMED IMMEDIATELY. RAINY SEASONS OR WET
PERIODS WILL, BE OF PARTICULAR CONCERN AND THE PROJECT SHALL BE INSPECTED DAILY BY THE CONTRACTOR.
DAMAGE OR INEFFECTIVE DEVICES SHALL BE REPAIRED OR REPLACED, AS NECESSARY.
11.
AIRBORNE SEDIMENTS (DUST) SHALL BE CONTROLLED IN ACCORDANCE WITH REQUIREMENTS OF THE
SPECIFICATIONS OR AS DIRECTED BY THE ENGINEER.
12.
ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES SHALL BE REMOVED WITHIN 30 DAYS AFTER FINAL
SITE STABILIZATION OR AFTER THE TEMPORARY MEASURES ARE NO LONGER NEEDED, UNLESS OTHERWISE
DIRECTED BY THE ENGINEER. TRAPPED SEDIMENT AND THE DISTURBED SOIL AREAS RESULTING FROM THE
DISPOSITION OF TEMPORARY MEASURES SHALL BE PERMANENTLY STABILIZED TO PREVENT FURTHER EROSION AND
SEDIMENTATION.
<
13.
A PERMANENT GROUND COVER MUST BE PROVIDED FOR ALL DISTURBED AREAS WITHIN 15 WORKING DAYS OR 90
CALENDAR DAYS (WHICHEVER IS ), FOLLOWING COMPLETION OF EACH PHASE OF CONSTRUCTION.
14.
ALL PERIMETER DIKES, , SWALES DITCHES PERIMETER SLOPES AND ALL SLOPES STEEPER THAN 3 HORIZONTAL TO
1 VERTICAL (3:1) SHALL BE PROVIDED TEMPORARY AND PERMANENT STABILIZATION WITH GROUND COVER AS
SOON AS PRACTICABLE BUT IN ANY EVENT WITHIN 7 CALENDAR DAYS FROM THE LAST LAND -DISTURBING
�
ACTIVITY.
�/
15.
ALL OTHER DISTURBED AREAS SHALL BE PROVIDED TEMPORARY OR PERMANENT STABILIZATION WITH GROUND
COVER AS SOON AS PRACTICABLE BUT IN ANY EVENT WITHIN 14 CALENDAR DAYS FROM THE LAST
LAND -DISTURBING ACTIVITY.
16.
ALL TEMPORARY CONTROL DEVICES SMALL BE REMOVED ONCE CONSTRUCTION IS COMPLETE AND THE SITE IS
STABILIZED.
17.
THE CONTRACTOR SHALT. BE RESPONSIBLE FOR COMPLYING WITH ALL REQUIREMENTS OF THE NORTH CAROLINA
SEDIMENTATION CONTROL LAW AND THE RELATED REGULATIONS, INCLUDING IMPLEMENTATION OF THE EROSION AND
SEDIMENT CONTROL PLAN AND THE REQUIREMENTS OF THE NPDES GENERAL PERMIT.
INTAIN ON SITE AT ALL TIMES A COPY OF THE NORTH CAROLINA EROSION AND
PERMANENT SEED MIXES SHALL BE APPLIED AS FOLLOWS:
APPLICATION RATE
SEED
(LBS/ACRE)
SEEDING DATES
COMMON BERMUDAGRASS
50
MAR. 1 - JUL. 31
(HULLED)
COMMON BERMUDAGRASS
70
ALIG. 1 - FEB. 28
(UNHULLED)
TEMPORARY SEED MIXES SHALL BE APPLIED AS FOLLOWS:
APPLICATION RATE
SEED
(LBS/ACRE)
SEEDING DATES
RYE (GRAIN)
120
JAN. 1 -- MAR. 31
KOBE LESPEDEZA
50
HULLED BERMUDA GRASS
50
APRIL 1 -- AUG. 15
RYE (GRAIN)
120
AUG. 15 -- DEC. 30
FERTILIZER SHALL BE APPLIED AT THE RATE OF 500 LB/ACRE OF A 10-10-10 COMMERCIAL
FERTILIZER. FERTILIZER SHALL BE APPLIED IN ACCORDANCE WITH THE REQUIREMENTS OF SECTION
T-901 SEEDING OF THE PROJECT SPECIFICATIONS.
LIME SHALL BE APPLIED AT THE RATE OF 3,000 LBS/ACRE. LIME SHALL BE APPLIED IN
ACCORDANCE WITH SECTION T-901 SEEDING OF THE PROJECT SPECIFICATIONS.
MULCH MAY CONSIST OF HAY, STRAW, OR MANUFACTURED MULCH. MULCH SHALL BE EVENLY
APPLIED AT THE RATE OF 2 TO 3 TONS PER ACRE TO PROVIDE A LOOSE DEPTH OF 1"--3",
MANUFACTURED MULCH SHALL BE APPLIED AT THE RATE AS RECOMMENDED BY THE MANUFACTURER.
MULCH SHALL BE APPLIED TO ALL SEEDED AREAS IN ACCORDANCE WITH THE REQUIREMENTS OF
SECTION T--908 - MULCHING OF THE SPECIFICATIONS.
THE CONTRACTOR SHALL BE REQUIRED TO ESTABLISH A GOOD STAND OF GRASS OF UNIFORM COLOR
AND DENSITY TO THE SATISFACTION OF THE ENGINEER. THE CONTRACTOR SHALL WATER THE SEEDED
AREAS AS REQUIRED FOR SEED GERMINATION AND AS REQUIRED TO MAINTAIN AREAS OF ESTABLISHED
GRASS. THE CONTRACTOR SHALL MOW GRASS AREAS AND CONTROL THE PRESENCE OF INVASIVE
SPECIES AS REQUIRED. CONTRACTOR WILL BE REQUIRED TO RESEED AND MULCH ALL AREAS WERE
SEEDING EMERGENCE IS POOR. ALL AREAS OF EROSION SHALL BE REPAIRED AND RESEEDED AS
SOON AS POSSIBLE. CONTRACTOR SHALL PROTECT SEEDED AREAS FROM TRAFFIC AS MUCH AS
POSSIBLE.
8' MAX. STD. STRENGTH FABRIC W WIRE FENCE
6' MAX. EXTRA. STRENGTH FABRIC WITHOUT WIRE FENCE
twi
STEEL POST
PLASTIC OR o
SIRE TIES
7 J�
GROUND LINE :1 c3'� `�
-.. 0"
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NOT TO SCALE
0
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4" X 8"
TRENCH LIKED
W/ 12" OF
FABRIC AND
COMPACTED
FILL ON TOP
18. THE CONTRACTOR SHALL MA SILT FENCE NOTES:
SEDIMENT CONTROL PLANNING AND DESIGN MANUAL, DATED JUNE 2006, REVISED MARCH 2O09, CHAPTERS 6 AND
8 UPDATED MAY 2013. 1. WIRE FENCE (IF USED) SHALL BE MINIMUM 14 GAUGE WITH A MAXIMUM MESH OPENING OF 6-INCHES.
2. SYNTHETIC FILTER FABRIC SHALL BE OF AT LEAST 95% BY WEIGHT OF POLYOLEFIN OR POLYESTER, WHICH IS CERTIFIED
BY THE MANUFACTURER OR SUPPLIER AS CONFORMING TO THE REQUIREMENTS IN ASTM D 6461 AND ALSO SHALL
CONTAIN ULTRAVIOLET RAY INHIBITORS AND STABILIZERS ACCORDING TO ASTM D 4355.
3. SEE THE INC EROSION CONTROL MANUAL FOR SPECIFICATIONS FOR INSTALLING SEDIMENT FENCE USING THE SLICING
METHOD MACHINERY.
CONTRACTOR MAINTENANCE REQUIREMENTS:
1. INSPECT SILT FENCE AT LEAST ONCE A WEEK AND AFTER EACH RAINFALL. MAKE ANY REQUIRED REPAIRS
IMMEDIATELY.
2. SHOULD THE FABRIC OF A SEDIMENT FENCE COLLAPSE, TEAR, DECOMPOSE OR BECOME INEFFECTIVE, REPLACE IT
PROMPTLY.
3. REMOVE SEDIMENT DEPOSITS AS NECESSARY TO PROVIDE ADEQUATE STORAGE VOLUME FOR THE NEXT RAIN AND TO
REDUCE PRESSURE ON THE FENCE. TAKE CARE TO AVOID UNDERMINING OR DAMAGING THE FENCE DURING CLEANOUT.
4. REMOVE ALL FENCING MATERIALS AND UNSTABLE SEDIMENT DEPOSITS AND BRING THE AREA TO GRADE AND STABILIZE
IT AFTER THE CONTRIBUTING DRAINAGE AREA HAS BEEN PROPERLY STABILIZED.
SEQUENCE OF CQNSTRUCMON
THE FOLLOWING SEQUENCE OF CONSTRUCTION HAS BEEN DEVELOPED TO HELP THE CONTRACTOR UNDERSTAND
THE OPERATIONAL NEEDS OF THE AIRPORT AND TO HELP ENSURE ACCESS TO THE AIRPORT.
1. ESTABLISH A TEMPORARY STAGING AREA AND SET UP ENGINEER'S TRAILER.
2. INSTALL TEMPORARY EROSION CONTROL MEASURES AS INDICATED ON THE PLAITS OR AS DIRECTED BY THE
ENGINEER.
3. COMMENCE CONSTRUCTION AS NOTED IN CONSTRUCTION SEQUENCE ON "A" SHEETS.
4. RESTORE ALL DISTURBED AREAS, SEED AND MULCH.
5. REMOVE TEMPORARY EROSION CONTROL MEASURES WHEN SITE HAS STABILIZED.
NATURAL GRADE
101
NOTES:
1. RIPRAP SHOULD EXTEND UP BOTH SIDES OF THE PIPE OUTLET APRON AND AROUND THE END OF THE PIPE OR CULVERT AT THE
DISCHARGE OUTLET AT A MAXIMUM SLOPE OF 2:1 AND A HEIGHT NOT LESS THAN TWO THIRDS THE PIPE DIAMETER OR CULVERT HEIGHT.
2. THERE SHALL BE NO OVERFLOW FROM THE END OF THE PIPE OUTLET APRON TO THE SURFACE OF THE RECEIVING CHANNEL. THE AREA
TO BE PAVED OR RIPRAPPED SHALL BE UNDERCUT SO THAT THE INVERT OF THE APRON SHALL BE AT THE SAME GRADE (FLUSH) NTH
THE SURFACE OF THE RECEIVING CHANNEL. THE APRON SHALL HAVE A CUTOFF OR TOE WALL AT THE DOWNSTREAM END.
3. THE WIDTH OF THE END OF THE PIPE OUTLET APRON SHALL BE EQUAL TO THE BOTTOM WIDTH OF THE RECEIVING CHANNEL. MAXIMUM
TAPER TO RECEIVING CHANNEL 5:1
4. ALL SUBGRADE FOR STRUCTURE TO BE COMPACTED TO 95% OF MAXIMUM DRY DENSITY OR GREATER.
5. THE PLACING OF FILL, EITHER LOOSE OR COMPACTED IN THE RECEIVING CHANNEL SHALL NOT BE ALLOWED.
5. NO BENDS OR CURVES IN THE HORIZONTAL ALIGNMENT OF THE PIPE OUTLET APRON WILL BE PERMITTED.
MAINTENANCE NOTES
1. ONCE INSTALLED, RIPRAP SMALL BE INSPECTED PERIODICALLY FOR SCOUR OR DISLODGED STONES. VEGETATION SHALL BE REMOVED IF
OBSERVED.
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TEMPORARY
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1' MIN
2' MAX
SEDIMENT
MAINTENANCE REQUIREMENTS:
1. CONTRACTOR SHALL INSPECT ROCK
INLET PROTECTIONAT LEAST
WEEKLY AND AFTER EACH
SIGNIFICANT (1/2 INCH OR
GREATER) RAINFALL EVENT AND
REPAIR IMMEDIATELY. REMOVE
SEDIMENT AND RESTORE THE
SEDIMENT STORAGE AREA TO ITS
ORIGINAL DIMENSIONS WHEN THE
SEDIMENT HAS ACCUMULATED TO
ONE-HALF THE DESIGN DEPTH OF
THE TRAP. PLACE THE SEDIMENT
THAT IS REMOVED IN THE
DESIGNATED DISPOSAL AREA AND
REPLACE THE CONTAMINATED PART
OF THE GRAVEL FACING.
2. CHECK THE STRUCTURE FOR
DAMAGE. ANY RIPRAP DISPLACED
MUST BE REPLACED 'IMMEDIATELY.
3. AFTER ALL SEDIMENT PRODUCING
AREAS HAVE BEEN PERMANENTLY
STABILIZED, REMOVE THE
STRUCTURE AND ALL THE UNSTABLE
SEDIMENT. SMOOTH THE AREA TO
BLEND WITH THE ADJOINING AREAS
AND PROVIDE PERMANENT GROUND
COVER.
1. LAY ONE BLOCK ON EACH SIDE OF THE STRUCTURE
ON ITS SIDE IN THE BOTTOM ROW TO ALLOW POOL
DRAINAGE. THE FOUNDATION SHOULD BE
EXCAVATED AT LEAST 2" BELOW THE CREST OF
THE STORM DRAIN. PLACE THE BOTTOM ROW OF
BLOCKS AGAINST THE EDGE OF THE STORM
DRAIN FOR LATERAL SUPPORT AND TO AVOID
WASHOUTS WHEN OVERFLOW OCCURS. IF NEEDED,
GIVE LATERAL SUPPORT TO SUBSEQUENT ROWS BY
PLACING 2x4 WOOD STUDS THROUGH BLOCK
OPENINGS
2. CAREFULLY FIT HARDWARE CLOTH OR COMPARABLE
WIRE MESH WITH 1/2-INCH OPENINGS OVER ALL
BLOCK OPENINGS TO HOLD GRAVEL IN PLACE.
3. USE CLEAN GRAVEL, 3/4 TO 1/2-INCH IN
DIAMETER, PLACED 2 INCHES BELOW THE TOP OF
THE BLOCK ON A 2:1 SLOPE OR FLATTER AND
SMOOTH IT TO AN EVEN GRADE. D.O.T #57
MASHED STONE IS RECOMMENDED.
TEMPORARY R{�R INLET_PROTECTION
NOT TO SCALE
MAINTENANCE NOTE ♦ CONTRACTOR SHALL INSPECT, CLEAN, AND PROPERLY MAINTAIN THE DROP INLET
PROTECTION UNTIL THE CONTRIBUTING DRAINAGE AREA HAS BEEN PERMANENTLY STABILIZED.
CHECK SLOT
MIN. 50' INTERVALS
SEE SPEC. AS RIOTED
FLOW
PLAN VIEW
(STAPLING DIAGRAM)
INSTALL MESH AND
�--=- STAPLES AS
SPECIFIED. SEE
SPEC. AS NOTED.
EXCELSIOR MATTING DETAIL
NOT TO SCALE
NOTE:
SYNTHETIC MATTING TO BE NORTH AMERICAN
GREEN S758N OR ENGINEER APPROVED EQUAL.
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EROSION CONTROL MATTING NOTES: w z < Q 0 Z
HORIZONTAL STAPLE SPACING MAY BE ALTERED IF z > w <
NECESSARY TO ALLOW STAPLES TO SECURE THE CRITICAL
POINTS ALONG THE CHANNEL SURFACE. REFER TO 0 z Q O
MANUFACTURE'S GENERAL STAPLE PATTERN GUIDE FOR C� 0
CORRECT STAPLE RECOMMENDATIONS FOR CHANNELS. Z W I
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1. FOR DITCHES, APPLY PROTECTIVE COVERING PARALLEL 0 O0 W
TO THE DIRECTION OF FLOW, USE CHECK SLOTS AS 7.
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OF THE DITCH. a}
2. PREPARE SOIL BEFORE INSTALLING BLANKETS, Z
INCLUDING APPLICATION OF LIFE, FERTILIZER, AND
SEED.
3. BEGIN AT THE TOP OF THE CHANNEL BY ANCHORING
THE BLANKET IN A 6=DEEP X 6 WIDE TRENCH. ,j GA 4 *
BACKFILL AND COMPACT THE TRENCH AFTER STAPLING.
4. ROLL CENTER BLANKET IN DIRECTION OF WATER FLOW $`t A
ON BOTTOM OF CHANNEL. � 3 •
5. PLACE BLANKETS END OVER END SHINGLE STYLE WITH,�s",.l
A 6 OVERLAP. USE A DOUBLE ROW OF STAGGERED�,���
STAPLES 4 APART TO SECURE BLANKETS.
6. BLANKETS ON SIDE SLOPES MUST BE OVERLAPPED 4" Date
OVER THE CENTER BLANKET AND STAPLED. JUNE 2016
Scale
7. THE TERMINAL END OF THE BLANKETS MUST BE 1" = 30'
ANCHORED IN A 6" DEEP X 6" WIDE TRENCH. Dr~
BACKFILL AND COMPACT THE THE PULusar, REM
Checked
MAINTENANCE.: y ., ASM
s� 3
Project No.
INSPECT ALL MATTING PERIODICALLY, A AFTER 3301--1507
RAINSTORMS TO CHECK FOR RILL EROSI , R
FAILURE. WHERE EROSION IS OBSERVED, REPAIR EROSION Sheet No.
AND MATTING IN ERODED AREA. IF WASHOUT OCCURS,
REPAIR THE SLOPE GRADE, RESEED, AND REINSTALL
FATTING. CONTINUE INSPECTIONS UNTIL VEGETATION IS SE2
FIRMLY ESTABLISHED.

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COMPACTED SUBGRADE
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NOTE:
DUMMY GROOVE JOINTS EVERY
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GRASS SHOULDER
-- EXPANSION JOINT
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COMPACTED SUBGRADE
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NOT TO SCALE
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3' SPACING ON CENTER,
45" ANGLE OF PARKING
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8' VAN ACCESSIBLE
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2" BITUMINOUS SURFACE COURSE
(NCDOT TYPE S9.58, MAX. 20%
RAP CONTENT)
BITUMINOUS PRIME COAT
8" CRUSHED AGGREGATE
BASE COURSE NCDOT.
STANDARD SPECIFICATION
SECTIONS 520, 1006 & 1010.
COMPACTED SUBGRADE; PER
NCDOT STD. SPECIFICATION
SECTION 500
8" REINFORCED CONCRETE, 4000 PSI,
WITH #4 OR #5 REBAR SPACED 12
INCHES ON CENTER IN EACH DIRECTION
3" BITUMINOUS SURFACE COURSE
(NCDOT TYPE S9.513, MAX. 20%
RAP CONTENT)
BITUMINOUS PRIME COAT
8" CRUSHED AGGREGATE
BASE CURSE NCDOT.
STANDARD SPECIFICATION
SECTIONS 520, 1006 &1010.
NOTE: CONSTRUCTION SHOWN ON THIS
SHEET SHALL BE IN
ACCORDANCE WITH NCDOT
"STANDARD SPECIFICATIONS
FOR ROADS AND STRUCTURES
ff
DATED JANUARY 2012, UNLESS
4" CRUSHED AGGREGATE OTHERWISE NOTED.
Ly SASE COURSE
Ilk
:—
�- COMPACTED SUBGRADE; PER
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SECTION 500
CONCRETE DUMPSTER
PAD SECTION DETAIL
NOT TO SCALE
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PROJECT SAFETY PLAN NOTES:
,
HORIZONTAL AND t RTICAL CONTROL '� 1. SEE. SHEET A3 FOR SAFETY PLAN NOTES, LIGHTED BARRICADE Ad RUNWAY CLOSURE CROSS' BETAiLS>
\ C%
a a ----- 2. SEE SHEETS A4--A5 FOR PHASING SAFETY PLANS AND LOCATIONS OF LIGHTED BARRICADES.
N
1. CONTRACTOR SHALL USE NORTH CAROLINA `GEODETIC SURVEY MONUMENT ILIA A AS � -�.
PRIMARY CONTROL POINT FOR THE PROJECT. SEE SHEETS S1.rn
3. WORK "THIN THE RUNWAY SAFETY AREA IS NOT PERMITTED. WORK IN THE TAXIWAY 'A' OBJECT FREE AREA � o
IS NOT PERMITTED UNLESS THE TAXIWAY IS CLOSED. SEE PHASING PLANS FOR WORK AFFECTING THE r It ? ..
! a : uj
TAXIWAY A OBJECT FREE AREA.
4. PORTIONS OF TAXIWAY A SHALL BE CLOSED TO AIRCRAFT INTERMITTENTLY AS INDICATED IN THE PHASING
a a t RUNWAY 35 PLANS:_
LOCALI ZER'
5. CONTRACTOR SHALL MAINTAIN AIRCRAFT ACCESS TO FEDEX AREA DURING ALL. SCHEDULES O WORK,, THE
AN TEN NA. ;
FEDEX. CARGO OPERATIONS SHALL BE RELOCATED FOR PORTIONS F TH fit! -
-c O E ORK IN SCHEDULE V AS SNOVN
ON H PHA IRG PLANS ON SHEET A21
Ll IL
�.- AOA ACCESS
1 +`
z
e 1. WORK ON THIS PROJECT WILL OCCUR BOTH INSIDE AND OUTSIDE THE AIR QF'ERATIONS AREA CAOA : THE � a.
_ )
CONTRACTOR SHALL ARRANGE FOR A SUFFICIENT NUMBER SUPERVISORY PERSONNEL TO OBTAIN SECURITY
w ce ,
a BADGES ISSUED BY THE WILld INGTON. INTERNATIONAL AIRPORT SUCH THAT ALL WORKERS WITHIN THE AOA o
1 250 0 500 1000 1500 � � �, � � z
'' AND ALL TRUCKS AND OTHER VEHICLES WORKING IN THE AOA ARE UNDER THE CONTROL OF AND ESCORTED
BY BADG D PERSONNEL AT ALL TIMES. SEE SHEET A3 FOR A E DI E E
S T TI S
A L E 0 D ON REQUIREMENTS. M
A LI S. -� AO MIT
Q fR ENTS E SHEET A21 FOR
SCALE IN FEET
-� e0 2. THE CONTRACTOR SHALL ACCESS THE AOA O z
-- 500 Pa Q E ONLY. THROUGH ROUTES SHOWN., GATES SHALL BE CLOSED AND
O
'1
iC p� �j/$j� LOCKED AT ALL TIMES UNLESS TENDED BY A TRAINED AND BADGER GATE KEEPER. THE AIRPORT `RESERVES
ter- �[ � .. V Vim" � .
�} [�i\// 1tJ � J I THE RIGHT TO STOP AND INSPECT ALL VEHICLES ENTERING THE AQA.
�� pie ' t o, t�
RENTAL'S ,,
�► 3: THE CONTRACTOR SHALL BE RESPONSIBLE FOR IIdSTRUCI'INGiIS PERSONNEL AND ALL SUBCONTRACTORS c� w
o f r` ` . .f / ' cn f; }-�
CAR � � , � � � � ! � AND SUPPLIER PERSONNEL AS TO THE LIMITATIONS ON WHERE PERSONNEL AND VEHICLES ARE ALLOWED,
} L QED
SERVICE ESCORT REQUIREMENTS, AND OTHER SAFETY AND SECURITY PRflVIS.ONS. UJ
., FACILITY w z
:. tom' :✓ � �.' l i
_�--�. ..
. g
�--
�- ; � .� �- EQUIPMENT OR,OTHER C_ TRUCTION--RELATED MATERIAL WILL NOT BE PERMITTED CLOSERTHAN:ca
T
of
v�
%'' FROM THE CENTERLINE OF ANY ACTIVE TAC6iNAY AND 250 FEET 'FROM THE CENTERLINE OF ANY ACTIVE m
NATIONAL �° z ¢ = �
<' F . m
RUNWAY. P RSONNEL ON OOT SHALL OT
O
LUMBER
p ,! j E N BE ALLC?VED IN THESE AREAS 1NI`fHOUT PRIOR PERI�AISSION FR M a o m
® LLI c�
WEATHER r � &J r. x_
AIRPORT 1 / , THE AIRPORT MANAGEMENT. THIS REQUIREMENT ALSO APPLIES TO SURVEYORS:
SERVICE °-
../ A'I'NTENANCEa-
O C3 `BUILDING j - 5. GATE Al IS A 20 WIDE MANUAL SLIDE GATE. o w o w
AIRPORT PROPERTY , ;' , .,
- FLIGI-fTL E RIB. { F � f RUNWAY 1 In _ <m0 p N
� LINE (TYP.) CONTRACTOR'S � � �` �� �� ��� PAPI
•r-,►�w may-,
:ACCESS ROUTE EH LD s
01
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LOCATION CIF
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CLINIC ORT SU LE
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TEMPORARY JERSEY {
BARRIERS.
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TRACTOR'S
ENGINEERZ.
C®i� _ z
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TRAILER
t i THROUGH GATE. A11 0
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NO CONTRACTOR ACCESS
UT ', } ALLOWED OUTSIDE PROJECT
CUSnx
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LIMITS T ANY TIME. 'x
KUNWAT
EXISTING— REMOS
, 101
n
.LOCALIZER-
_ ,
OCAR _ � _LLANTENNA -— — — — — — — RUNWAY 24 PAPI
�__________ __ --___
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LOCALIZE I
AREA
CRITICAL : aFA - -- -- --
__
ARF� RUN�iAY 3� PAPI - ,' j: ,� _ GLIQE SLOP
' CRITICAL AREA
i
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SHEET EX3
00 RAME EL: 30.27
STORM LE SANITARY MANHOLE'
FRAME: 28.63-
I.E. 8 PVC: 25.59
I.E. 24.36'
RCP): 23.37 - GRASS
18" RCP I.E.(36
DIRECTION (END I.E. (18" RCP): 24.72 AREA
0
23.57
I.E.(36" RCP):
UNKNOWN)'.'k
LL CONC. HEADWALL
, C�
-I.E.=2 I.E.: 23.29
-RAIL FENCE K, DRAINAGE DITCH
HEADWA
41 METAL -I)CP HEADWALL
CONC. m min 2 3. 0 3
F CP
23.95
PAD W/ A/C um um
UNITS 24 RCP DIREC11ON
EDGE OF I.E.=23.39
SUE POTHOLE LO "H"
C
(END UNKNOWN)
CUSTOMS BUILDING HEADWALL
-OR---TO ...... VID
CONTRACT E7
GRATE INLET
I.E.=23.27
BRICK & ALUMINUM TOP
PfP O.-,_CO
__NFIRM P
10" D.I.P.
GRASS
29.95,,,'
ELEV.: 26.29
TIVE/P_ L
STORM MANHOLE FRAME: 28.60
INAC AREA
REF. HUB: 28.76
I.E. 18" RCP(W): 25.11 (ABANDONED)
RCP(N)- 23.44 -C
I.E. 30" RCP(N): 24-75
FRAME: 30.24 GRASS
36
I.E.
AREA
FRAME: 30-43
18" RCP(E): L= p;
I.E. I.E. 0" RCP(S): 23.90
WATER
3/4"COMM. CABLE
)NABLE TO OBTAIN INVERT SUE POTHOLE LOC. "K"
L
I.E.(30" RCP)- 23.70 BOTTOM: 23.75 CONC. HEADWAL
GRATE INLET
I.E. 36" RCP(S): 23.59 I.E. 18" RCP(SE): 24.03 18" PVC I.E.: 23.93.
LINE
ELEV.: 26.50
..FRAME: 28.21
I.E. 18" RCP(W): 24.36 I.E. 18"' CMP(SE): 23.93 (CRUSHED) 24" RCP: 23.96
I.E.(E): 23.74 REFERENCE HUB: 29.51 LW lin
LE
BOTTOM: 23.89 I.E. 18" RCP(SW)-. 23.93
-ING GUAI -L-
T
.(W): 23.9l'- I.E. 6" PVC(E): 26.28
24 14 TATION
CONC. BOTTOM: 23-98
GRI DER 'S.
-ON- ox-
CHAINLINK FENCE W/C TR OL
PAD I.E. 24 RCP(S): 23.83 (ABANDONED) 2& 75 I.E. 27.42
BOTTOM: 23.83
6
R --- -------- A Kint ow- ow- 04
x -0- x x x x- X_ X
W/GENERATO 4
---------- --- x x x X_ x
- ------------------ x
ss
-OX.- -4�_X4 GRATE INLET -,C0N.CRETE::__VA_bf --- T__
8' METAL -RAIL FENCE APPk
8' CHAINLINK
FRAME: 28.48
GRASS
FENCE 44-
+
WALLS/TOP
I.E.=28.18
I.E.: 24.75 AREA 4
18" RCP DIRECTION
- - ------- - - ---------- SL
20 GRINDER
I.E.: 24.74 a4z��:LIGHT POLE FOUNDATION MANUAL
BOTTOM: 24.78 con --------- IDE -1GAT
. ..............
so
------- i %XP 7- E All, STATION
-----------
ONCRE
VAULT CONCRETE,
WI I*,
ABANDO D -APPROX. -4-Y4 -FOUNDATIO N
NE P�
W
ABANDONED
UT1j.JTIES
A M A a, sm kfv-r%
-SUE POTHOLE
BOTTOM: "FRA ELEV.: 27.45
25.87 ELEV.: 27.21 7�� _p, _ -
ME: 28.74- fROM-SUE 'Dki
I.E.: 25.82 2" STEEL PIPE 4" METAL PIPE
GRATE INLET UTILMES
29.50
SUE POTHOLE LOC. L
FRAME: 28.77
GRATE INLET
tx'IStING,
2 9 E EY��'
REF. HUB: 29.37
I.E.: 25.21 REF. HUB: 29.35
25.04.
BOTTOM:
BAR
0.25" im
4
7
E S: IE D
XI, (T)
GRATE INLET ------- ME: 29.72 FRA
......... I.E.: 25-15 . ....
I.E.: 25.19 GRATE INLET
GRATE INLET
�ONCR APRON
BOTTOM- 25.09
FRAME EL: 28.64
1R" rMP(F)- 24-96
I_F_
FRAME: 28.06
YELLOW PAINTED
CUSTOMS SECURE AREA
'4
7 7
7,
GRATE INLET
LIMITS 77M.
4
k- Ik
27.57
FRAME.
:2
41
4
I.E.: 24.54
BOTTOM: 24.47
29
N
GRATE INLET
__z
==4
U
I.E.: 25.50
�77 7,
- 77
FRAME: 29.73
BOTTOM: 25.41 J; 1V
41
CON
-NON'.'MOVEMENT AREA
CRETE PAVEMENT -OVERL\A, Y'AREA
'SCHtN- 1��. 0
LINE� JYP.).
SO;
GRATE INLET
-9,25
FRAME: 28.62
2
SOW
1. E. (N): 25.56
I.E.(S): 25-63 �7
20
4�
BOTTOM: 25.52
-29. 7sz
_7,
L
DGE� 29
29-50 -
.25-
-DASHED TAXIWAY:E
STRIPE -(TY-P.-)
29�
2 9. 7 _5
TAXIWA
Y �"As,
75
_50
3'
_(T
GWA-Y --EDGE LIGHT
X
yp
_3
. .... . . . ....
D
v -
LOC"
EXISTING CONCRETE PAVEMENT
EXISTING BITUMINOUS PAVEMENT
EXIST ING STORM DRAIN
28.50- EXISTING CONTOUR
EXISTING DRAINAGE DITCH/SWALE
EXISTING DROP INLET/APRON DROP INLET
@
EXISTING STORM MANHOLE
EXISTING MONITORING WELL
EXISTING TIE DOM
x
EXISTING CHAIN LINK FENCE
EXISTING JERSEY BARRIER
EXISTING WATER LINE
EXISTING SANITARY SEWER LINE
CAS - OAS - GAS
EXISTING GAS LINE
um - ux - um
EXISTING UNDERGROUND COMMUNICATIONS LINE
_um_um_tW_
EXISTING UNDERGROUND POWER LINE
ow- aip- OHP-
EXISTING OVERHEAD POWER LINE
-9-
EXISTING HYDRANT
0
EXISTING VALVE BOX
ZQ
EXISTING POWER/LIGHT POLE
EXISTING COMMUNICATIONS BOX
SURVEY POINT (SEE SHEET Sl)
GENERAL NOTES:
1
EXIS TING CONDITIONS SURVEY FROM THOMAS
HUTTON, DATED FEBRU
j
FIELD SURVEY DECEMBER 2014 -JANUARY
2015, UPDATED TO REFLECT POST SURVEY
BUILDING DEMOLITION.
C4
x
2.
ALL ELEVATIONS ARE IN NAVD88.
HORIZONTAL DATUM : NAD 83 (2011).
W
W
x
3.
BORING LOCATIONS LOGS AND TEST DATA
ARE CONTAINED IN APPENDIX "J" OF THE
w
j W
SPECIFICATIONS AND ARE FOR
'i V)
INFORMA nONAL PURPOSES ONLY.
0
CONTRACTOR SHALL USE DATA AT HIS OWN
RISK. CONTRACTOR IS RESPONSIBLE FOR
(0
MAINTAINING VERTICAL AND HORIZONTAL
CONTROL FOR THE PROJECT.
4.
MONUMENTS, BENCHMARKS, CONTROL POINTSP,
z
AND BASELINES ARE AS SHOWN ON SHEET
si.
5.
CONTRACTOR SHALL USE EXTREME CAUTION
WHEN WORKING IN THE VICINITY OF EXISTING
UNDERGROUND CABLES AND LIGHTS TO
PREVENT DAMAGE. ANY DAMAGE CAUSED BY
CONTRACTOR'S OPERATIONS SHALL BE'
REPAIRED IMMEDIATELY AT THE
CONTRACTOWS EXPENSE. DAMAGED LIGHTS
AND CANS SHALL BE REPLACED AT
CONTRACTOR'S EXPENSE.
f. FOR SEQUENCE OF CONSTRUCTION, PHASING,
AND SAFETY REQUIREMENTS, SEE "A ft
SHEETS.
7. SUBSURFACE UTILITY (SUE) INFORMATION
FROM 2015 INVESTIGATION PERFORMED BY
THOMAS AND HUTTON.
rT r,--- ­gg
211�
N IN
J
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Date
MAY 2015
Scale
1 3V
Drawn
PCC
Checked
ABM
Project No.
3301-1303
Sheet No.
EX1

�UEET.EX 0
.03 SANITARY MANHOLE LEGEND F­4 to 0
GA TE CONTROL BOX 0
00 to
EXISTING CONCRETE PAVEMENT Z
ry
FRAME: 29.76
1. E.: 2 7.33
­2 75
Z
EXISTING BITUMINOUS PAVEMENT
I.E.(CO) 4" PVC: 28.10. DRAINAGE DITCH
0
-7 EXISTING STORM DRAIN
dw X -7 48"' x 60" CMP FLARIE
DRAINAGE DITCH
_ss _ss- ss-
I.E- 21.98 z
HEADWAL . ..... .....
L
-28.50---- EXISTING CONTOUR
I.E.=23. I.E.: 23.64. IT I.E.=22.97 -
z
W-w-w-w-W---
0
-W-W E
-W 444­�
7-7 P4
eyq� U
EXISTING DRAINAGE DITCH/SWALE CL
6
2-
:2
Aff�
4--
z
5
91
E.=25.99 4914�
5
z
k 2�� i44 gp
EXISTING DROP INLET/APRON DROP INLET
2'R 5 , -
5_2
z
... -------
- ---------- EXISTING STORM MANHOLE
tf:
L -- -----
I.E.=23.12
I.E.=25.52
A
EXISTING MONITORING WELL
_T 1�_ 25. 0 CONC. 2�3
15 2 7.5un -
HEADWALL
48 60" CMP FLARE Cm P . ...... .
C
I.E.=23.70,1 I. E: 21.76 EXISTING TIE DOWN
K
I.E.: 22.83 77i W-W-W
51 4k
x PQ z
W EXISTING CHAIN LINK FENCE
4 00
A,
��_% " �_% . , I.E.=25.79
GRAS
A 28.25- >
. ...... BANDONED SEWER MANHOLE 28 RIP RAP D
kREA -50 rn ce to
7' EXISTING JERSEY BARRIER t2
CO
FRAME.: 29.21
CONCRETEz,-
f N_ I.E. 8" D.J.P.: 27. Z
FO��T,1_0 61 f N
V I I _W-vt-Jff_W_
GRASS EXISTING WATER LINE
0
J4.
f. F. 2 9, 5- AREA
EXISTING SANITARY SEWER LINE
p z
z
#v
0 W
GAS
Ilk X S NG GAS LINE
ant 00
z
o�n EXISTING UNDERGROUND COMMUNICATIONS LINE
OW z
XISTING UNDERGROUND POWER LINE
'AN
GRATE INLET 'A fER- z
ioNEb C9 U6 W
EXISTING OVERHEAD POWER LINE
BANt F R A M E EL:
28.70
cr_
ciozz
-<r
EXISTING HYDRANT
z
W_
0. z
28.25--
EXISTING VALVE BOX Ot_�q_ 00
�_INVERT EL: 26.74
AE
a. Q
EXISTING POWER GHT POLE 3:zm
/u
z
x x 4-0-J x
z < WX
im
00
EXISTING COMMUNICATIONS BOX
0-
0,04CRETE.
77
z W
29.25­
SURVEY POINT (SEE SHEET Sl) LU
W
0-
OF- <
---,'FOUNDATION 27�
GRATE INL T U-
CO CREE R
C04C ETE
'FRAM W
E: 28.62
F NDA-TlON FOUNDATIOW
-ELEV.:
OU
:;?5K30
BOTTOM- 24.47'
-ELEV. 24.60 27'5 GENERAL NQTE5:
29.35-
'V
1 EXISTING CONDITIONS SURVEY FROM THOMAS
HUTTON, DATED FEBRUARY 10, 2015,
--------------
00,
-JANUARY
2015, UPDATED TO REFLECT POST SURVEY
too=]
FIELD SURVEY DECEMBER 2014
DRAINAGE DITCH BUILDING DEMOLITION.
A ANDONED :5E,,WER �IVIA L ONC ETE
-FILLED �'WI-TH :00 IdRf'-TE 36" GRINDER STATION I.E.=24.70
z
W/CONTROL BOX
.x 471, 2. ALL ELEVATIONS ARE IN NAVD88.
OUNDAMN W
z
r - HORIZONTAL DATUM NAD 83 (2011). 0
a-
V)
EXISTING
A
ow-
LL) ow TIONS LOGS AND TEST DATA >
PED low
W JtXl`�Tl� ESTRIA 'GATE I\Kl ' - _<_ '' . , I- - I 9- , A GRAS
00 lEAl 3. BORING LOCA
W
ry
12$' RCP SPECIFICATIONS AND ARE FOR
-7 HYDRAN I
ARE CONTAINED IN APPENDIX "J" OF THE
INFORMATIONAL PURPOSES ONLY.
tl
I ON,� CONTRACTOR SHALL USE DATA AT HIS OWN
TA, INA!
RISK. CONTRACTOR IS RESPONSIBLE FOR
SUB, U, RFAUE CONTA
0 r
(qF ,q GRATE INLET
+
4:iEC� D
(0
FRAME EL: 26.61 MAINTAINING VERTICAL AND HORIZONTAL
4
AND APPEND X'
FLOOR DRAIN
z
INVERT EL: 25.08 CONTROL FOR THE PROJECT.
29.62
FRAME: >:
------------
z
BOTTOM: 28.75 4 W
4. MONUMENTS, BENCHMARKS, CONTROL POINTS,
< W
z
si.
GAR
CON'CRETE H
V)
5. CONTRACTOR SHALL USE EXTREME CAUTION
LXB I
L
z
4
WHEN WORKING IN THE VICINITY OF EXISTING
LLJ
UUM &
2
<
S AND LIGHTS TO
z UJ
PREVENT DAMAGE. ANY DAMAGE CAUSED BY
W C)
G TIONS SHALL 13E
T! M N4 R- IN WE L (V
E
z
REPAIRED IMMEDIATELY AT THE cr_
<
0 0- z J
CONTRACTOR'S EXPENSE. DAMAGED LIGHTS <
.4,
z 0 0.
0
CONTRACTOR'S EXPENSE.
AND CANS SHALL BE REPLACED AT
--------- ---- -------
1 00 < 0 LLJ < LL
Kim. A.
7- z
X
6. FOR SEQUENCE OF CONSTRUCTION, PHASING,
...........
z Of z
z
0� 7+00 0
.0
20
0
-S, <
BA LINE APRk)N AND SAFETY REQUIREMENTS, SEE
I, now 1, CONCRETE- BUTTRES 3: Ld 0 Cq
SHEETS.
Z
Z 0 < :2 Z 0 F-
FOUND (Typ.) z
ATIQN
0 Ld
------- 7. SUBSURFACE UTILITY (SUE) INFORMATION
z z
<
FROM 2015 INVES11GATION PERFORMED BY
0
---- T7 (n <
0 X
Ld
I t
THOMAS AND HUTTON.
W
z
12- Z
:2 LAJ
z (f)
z 0
z
< X
I.E.=21.72
*4ft I Wool'
GRASS
0
KAI 25 AREA 24" RCP Z
FRAME: 29.60
FLOOR DRAIN
28.
L WITS UF YD R CARBON' BOTTOM: 29.05
3UB9 RF--A 09 C ON T I
1� 0.�w mom I. E.=22.85
e% -tr�
W
Dix ­41) �--APP
24" RCP"
t4�L
7,
7 717�
7
7T
�'s _y
2/
AL
EXPANSION
m N "' F., RLAY AREA .'CONRETE PA__' T
GRATE INLET
-AREA (SCHEDULE
HEDUL T.). -
NOW OVEME INT
-AREA FRAME: 27-01 %
LE 4GINI�
8" VCP: 22.90(DIRECTION UNKNOWN)
-TYP
LINE� 2&25­1____ I.E.: 22.85 $m00%%
:BOTTOM: 22.85
--28.75
48-25, Date
MAY 2015
BY: Scale
28.5ci
"DASHED' TAXIWAY'ED
28- 25
GE
1" 30,
------ 31"X31" VAULT
s 1PE- (Ty-P-)
. . .........
Drawn
2 25
PCC
Checked
ABM
TAXIWAY- 'N' q- .. . .............
Project No.
3301-1303
Sheet No.
z_s
30 15 0 30 60 90
SCALE IN FEET
1 30

GENERAL NOTES:
F EXISTING CONCRETE PAVEMENT
1. EXIS11NG CONDITIONS SURVEY FROM THOMAS & HUTTON, DATED EXISTING BITUMINOUS PAVEMENT
FEBRUARY 10, 2015, FIELD SURVEY DECEMBER 2014-JANUARY 2015,
UPDATED TO REFLECT POST SURVEY BUILDING DEMOLITION. im m m m m EXISTING STORM DRAIN
a ---- 2&50--­ EXISTING CONTOUR
I E.=27.11 2. ALL ELEVA11ONS ARE IN NAVD88. HORIZONTAL DATUM : NAD 83 (2011). EXISTING DRAINAGE DITCH/SWALE
3. BORING LOCATIONS LOGS AND TEST DATA ARE CONTAINED IN APPENDIX
30 15 0 30 60 90 "J" OF THE SPECIFICATIONS AND ARE FOR INFORMATIONAL PURPOSES EXISTING DROP INLET/APRON DROP INLET
T= Er ONLY. CONTRACTOR SHALL USE DATA AT HIS OWN RISK. CONTRACTOR IS
I TICAL AND HORIZONTAL CONTROL (0) EXISTING STORM MANHOLE
I RESPONSIBLE FOR MAINTAINING VER
SCALE IN FEET FOR THE PROJECT. 10 EXISTING MONITORING WELL
I.E.=26-40 1 30' 4. MONUMENTS, BENCHMARKS, CONTROL POINTS, AND BASELINES ARE AS EXISTING TIE DOWN
CONCRETE Af SHOWN ON SHEET S1. _x EXISTING CHAJN LINK FENCE
TING JERSEY BARRIER
5. CONTRACTOR SHALL USE EXTREME CAU11ON WHEN WORKING IN THE
STORM MANHOLE N <>- EXIS
FRAME: 29.70 VICINITY OF EXISTING UNDERGROUND CABLES AND LIGHTS TO PREVENT
0i. EXISTING WATER LINE
I.E. 72- DAMAGE. ANY DAMAGE CAUSED BY CONTRACTOR'S OPERATIONS SHALL
I.E.=27.27 AMAGED EXISTING SANITARY SEWER LINE
14.00 Cr BE REPAIRED IMMEDIATELY AT THE CONTRACTOR"S EXPENSE. D
RCP(N) ,irw i $ .
1, �_ I t LIGHTS AND CANS SHALL BE REPLACED AT CONTRACTOR'S EXPENSE.
RCP(E)-. 14.00 60" RCP (0 /Ito -OAS -GAS GAS- EXISTING GAS LINE
RCP(S): 14.00 (STUB OUT)
6. FOR SEQUENCE OF CONSTRUCT10N, PHASING, AND SAFETY _u&_ux_ux_
EXISTING UNDERGROUND COMMUNICATIONS LINE
BOTTOM: 14.00
REQUIREMENTS, SEE "A" SHEETS.
EXISTING UNDERGROUND POWER LINE
0 fl.�
OR
7. SUBSURFACE UTILITY aw-ow- OIP- E
VNG OVERHEAD POWER UNE
m
,!V (SUE) INFORMATION FROM 2015 INVESTIGATION XIS
I.E.=26.41
PERFORMED BY THOMAS AND HUTTON.
EXISTING HYDRANT
1Z
A-
k
EXISTING VALVE BOX
RCP
EXISTING POWER/LIGHT POLE
E -flNG COMMUNICATIONS BOX
XIS
SURVEY POINT (SEE SHEET Sl)
0 ABANDONED
e *1
I.E.=26.79 20+ PAIR
I.E.=27.01 CABLE
u0c BUNDLE
um
UTL
UIL
-9 __�29-75 L*,
------------ SANITARY MANHOLE
bONC. STORM MANHOLE FRAME: 29.62
ss
FRAME: 28.98 SANITARY MANHOLE 8-
UGC
ss I.E. 8" PVC: 23.10
SANITARY MANHOLE
ROADWAY 6V' R
* V SR. 1,312
SUE POTHOLE LOC. "A" I.E. 48" RCP: 16.08 FRAME: 29.91 -1-:­TRASK DRIVE SANITARY SEWER
I.E.: 21.67 9.2.5
2
8" D.I.P. COOT.,
I.E. 60" RCP: 14.75 FRAME: 29.12
ELEV.: 2205 -29.75- I.E.: 23.97
I.E. 72n RCP: 14.33
TOP D.I.P.: 26.20
REF. HUB: 29.64, BOTTOM: 14.53
-2950
3'** RED PIPE -
PARALLEL WITH SEWER r
z 50
SUE POTHOLE LOC. "G'
ELEV.: 22-25
ss
-7-7 IPE %
0
AWA
ELEV.: 25.56
A -SIC' REF. PK NAIL: 29.05
2
TL
IE- 27.55
7*31 VF SR
28 OR/
'00e
UTL
R,oli
ROAD
SUE POTHOLE Y�A'y 0
LOC. "'B' W
op
I.E.: 27.58
P.
8" D.I. ELEV.: 26-12
29
--29.75
8" DIP
IRE HUB: 29.73
WATERLINE
st
4
-8-50
SUE POTHOLE LOC.
TOP 5' D.I.P.,
,SUE POTHOLE LOC. "C"
SUE POTHOLE LOC. "D"
ELEV.: 25-66
6" STEEL PIPE
28.90s
CABLE BUNDLE
GRATE INLET
CON REF. HUB: FO
ELEV.: 27.06 FRAME: 27.47
REF. HUB: 29-22 ELEV.: 26-34
REF. HUB: 28.87
GRATE INLET
I. E.: 24.71 (IN)
? 5
FRAME: 28.03
I.E.: 24.72(OUT),
0'
LE:
GRASS 25.58
BOTTOM: 24.78
BOTTOM: 25.67
AREA
'E'
CL SUE POTHOLE LOC.
,b' 0
2
co
9 LE 18" RCP: 24.76 TOP 29.2
12" D.I.P.
ELEV.: 24.53
7,� 1,
28.83 SEWER MANHOLE
REF. HUB
SANITARY MANHOLE
FRAME.: 28.88
I.E.- 26.73
WtLL/p FRAME: 29.48
Qip
,,UmP
LJ
CONC
AD'�' I.E. (CO): 27.5 DRAINAGE DITCH
I.E.: 26.92
HOUSE
P
GRASS
-13
AREA
FRAME.: 29.86 E
130TTOM: 24.1
-EA
7 Ag 00-NCRETE
, FULL OF WATER
Lu
v
LLJ
<
29.7 5
!T'
_0 :D
[SEWER MANHOLE
rz z
0
LL
SEWER TAN
FRAME.: 29.91"
FRAME.. 29.,
FULL OF WATER I.E.: 26.87
30,
K
BOTTOM: 24.13.
FRAME. 29.50
GRASS
'AREA
DRAINAGE DITCH
-7 5, BOTTOM- 24.75
TOP 6" PVC: 27.50
z
25.45
-------- - ... ...
0 mo
I.E.=26.07
n
29
25
17
-�31.50
GRATE INLET FRAME: 27.81.
GRATE INLET
FRAME: 28.4
GRATE INLET I.E.: 25.06'
I.E.: 25.06 -
NDAION
FOU
BOTTOM: 25-01 t.E.(S): 24.78 �META
F I.E. IN: 25.83
I.E. OUT: 24.45
FOUKDATIaN
FRAME: 28.27
ALL -CONCR
W
L
25.13
I.E.(W)
< 1 GRAS
I.E.(NE): 24.51 CONCRETE 1_i� "I I
FOUNDA11ON
y �BOTTOM: 24-61 1 AR
BOTTOM: 24.32
ou
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UNI. S
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7 7 7F
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029974
S. �AG
Date
MAY 2015
Scale 1 3V
Drawn
PCC
Checkv��
Project No.
Sheet No.

_ __ --- _
- - I. ' 9a
. ._
:- SEE SHEET ; Gy- : 18 RCP TO ``' �-`� `' _
: -,1%.
' .�-- '��
/ ",�
0<0�
" FC;R PROPOSED : BE:__ExTE�VDED. - ..
41
_..
- MANHOLE » : SEE. SH,EE" REMOVE PIPES, 2-MANHOLES GRASS
_... ,� O N IECfi1t N _ AREA - - ��
re-Yeer'e-e-ee..e...e�.,
i ._� . LOCATION, -
INCLUDING CONCRETE APRON ,
:� » e
1--INLET AND L SHAPED _
rT - ,- . ENDWALL, AND MISCELLANEOUS , aw ' � `'~,- ,
4' METAL --RAIL FENCE - i - - " - - 0 � O !,'" , _ STORM WATER STRUCTURES.
},` :: SCH III} REMOVE EXISTING'
m ow !
- - HEADWALL (sCH)
- /
CONC. , REMOVE EXISTING V - ... ... . _ .. _ .. ... ... - - -----�---Q - _ - - - - - - - - .
1 ASPHALT PAVEMENT AS a
C i �
_ - - SANITARY MANHOLE
_ •- FRAME: 28.63
' ' 1 _ . .. • ' . ,I.E. 8" PVC 25.59
I 1IIm.kiT .r_-_=I
_d :
_ 4. , � :QX*4 . � , I . .iIfII404�* . 4�1#4� �l 10;0e, le�,# A ;00 A;e �# A 10,- . -.I -.�, - I. .. ._,. .,. _...,.. . .- I � 1. ,� :-. .... �I� . ... .. . u� �.of,�.l.�-.." . .. u. " ......­ . �- ...,. . �I. . , ..
.
..-Af.­ llV
�vA.
wm
pn.
-... ...
PAD / A/ § v PLUG ABANDONED •
UNITS NECESSARY FOR STORM >:� WATER LINE.
EDGE OF DRAINAGE REMOVAL < : SCH II
CUSTOMS BUILDING AND INSTALLATION. = - I , , }
BRICK & ALUMINUM {SCH I _ � , . a .
- : - ��'. C}F :UPSTR�A • � � .: - - _ , ' ., '• .. - , ' - .. _ - , _ REMOVE
> . . APPROXIMATL _- . REMOVE EXISTING
- - - - _ - . - PIPE- . TO REMAIN , = - : . . • - : ' . - : 4 • ; _ . - b • ' . , .. - _ - ' . / - , _ • - " . . . � • .:.. a . * 2 --- 36" PIPES GRASS
, , CONNECTED- »TO :THE : ' _ . : - 65 OF \ AREA
GRASS .: UNDERGROUND .POWER : .. ND HEADWALLS.
S STRUCTURE. 'PIPE .» : _ . . , . . - . ' . - : .: .: , : -- . - : ' RCP f CMP
AREA _ , AND COMMtNCATONS \. . . 4
: . , . TO - BE PLUGGED. . - - - - - - - - - OVERHEAD » POWER AN ' : . - f ; : : REl�fliiE EXI NG (SEE SHEET 1-l'
VI-.
TO; BE ASANDi3NED.» \
. _(SCIII) - . - . :: . . . .- . . " : . - - . � _ : POLES- fO BE -REMOVED .. . ' y . -y/ . _ :. .-u_
. -" HEAD "LLs - G5 FOR � ABANOC1NEo
- . REMOVE AS - WEEDED
x BY OTHERS (TY#�:} : a� _ GUARD2AIL, & V REMOVAL : . WATER
: FOR �ONSTRUCTI01v:.
..,. - . *�_._I,� . ..- .�.. ftI �
-,: • % . ' . (sC . II). > LIMIT} . , . LINE
• REMOVE EX#STING : - •'.'.. I �.. '.- -.� �g�. � _ .. ..
. » - -- : : . : . < - : (SCFI II} . :: • .-. -
PENCE. SEE PHASING REllt)VE AP1?ROXIMATELY 2fi' :- RE VE EXISTING-..`�--
REMOVE EXISTI G 8' ..,. PLAN N� NOTE 3: CONC E _ : SfDEWAt.K REMOVE - :. \� ,� - ,�-.. , ,� _ AIL s,
.1 to - . . » *, . >, t .
Qm�E 10P L,t
, . _ OF "R,CP/CM�P -.(SEE SHEET-- G5 . " . „ OVE
CONC. HIGH 2C SWIN „ ::° (SCH - I ' ' = : GRINDER STATION :------
EXISTING 6' ' * ,,.
. FOR REMOVAL LIMITS}, :PLUG ' : _ _ a .PAD GATE. REINSTAL � IN- - - • . . : , , . : . .,\ : - - __ - : ' . - ' ` W/CON TROL - BOX- : » / • -• . , -
WfGENERATOR-- _ _�-- -F E._._._._._._._. _.__ ~. `._, �. _ _ DOWNSTREAM FIDES.:(SCH.411):_ _ _ : HIGH GATE. S �,_
x -•-0-- x -.-- x x x _____�- x ,� _" _ - _ . _ . _ . - , _ _ _ , _ _ , _ . ABA[�oONED SCH II' - -
-, _ _-_•_._._._-_____._._..___._-_ ___. _._. _._. _._.�-.._..._ x x x x-�-�--s- x x x--- x x x_-�-1 ```' m M
_.,*= - -- -- T S�­----- -- 1_I __.r._._._•_._._._._._._._._...__._._._._ _ -� _ _ _ _ __E �:._.---- t lE , Oi ETA:---- :-------'�.',`.� _ _ _ _, _._._.,._._, ._ _ ~` _ -•_. - -- X ."" x
am aIm ammI�g �. ��. ..�.I..�.I�. ��. - * � �. .3,0. I -- --.I � �
_� ,­��. �. . � .W- �._..11ml 11. . �. -, .I . �- �-� .I, - -. %­. I - I -
lt%/l'. A
- \
REMOVE LIGHT` POLE . VAULT ,(SCH fl} _
8 METAL -RAIL FENCE __._
GRASS i g REMOVE CONCRETE , ' t eas , i SEE SHEET G5 FOUNDATION (SCH 11) P AREA + REMOVE ALL VAULT {SCH II} 1
FOR END OF PIPE, ,/�� �'`'' ABANDONED UTILITIES E ABANDONE3
� �'q'�. ` � AS REQUIRED FOR REMOVE ALB ED I GRINDER
REMOVAL LIMIT _ - _ . _ .
�cptt e&}ti tfJi1 c Sti Wit$ eP5fi Mitt --- -!7i1 -vn "" d tt ., ,,� ._4
_.___. _.___.___._._._._.___._,_._ _._._. _._.___._._ :=:�:y:�:-� -- _ __._ _ _ __�._._._._____._._._._.____ _.___._._, _. _ __, _._._. _ V g . j CONSTRUC`I ON. H NT (SCH #I} -� STATION
_ _ _
,s
,. , , ,_ .
.�
.. ,
# , ,�:.'
f ' - - - )(
-_,-
ti
r Cx
M V 'XIS I�G � RE E E �'
r : r r - -
j MAIL BOX. r
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r
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,- €
i
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. ,. , _ € y
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M T ';� S I
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- . - . .. . - - F'AVEIu E IT TO BE 'OVERLAID > - . - • . - - - -
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EXISTING CONCRETE PAVEMENT
EXISTING BITUMINOUS PAVEMENT
%`- ry,
EXISTING PAVEMENT TO BE FILLED
L��
EXISTING CONCRETE PAVEMENT TO BE REMOVE
EXISTING STORM DRAIN
. ..
EXIS11NG DRAINAGE DITCH/SWALE
' # =
EXISTING DROP INLET/APRON DROP INLET
EXISTING STORM MANHOLE
10
EXISTING MONITORING WELL
EXISTING TIE DOWN
x
EXISTING CHAIN LINK FENCE
EXISTING JERSEY BARRIER
_w w-
EXISTING WATER LINE
EXISTING SANITARY SEWER LINE
ms
EXISTING GAS LINE
EXISTING UNDERGROUND COMMUNICATIONS LINE
----
EXISTING UNDERGROUND POWER LINE
a,ta
EXISTING OVERHEAD POWER LINE
`)
EXISTING HYDRANT
0
EXISTING VALVE BOX
tz
EXISTING POWERAIGHT POLE
EXISTING COMMUNICATIONS80X
1. CONTRACTOR
r.L.R SHALL REMOVE
DOWNS WITHIN THE PROJECT AREA. SEE DETAIL
`,
SHEET Dl.
2. MILLING OF EXISTING
! BITUMINOUS PAVEMENT
SHALL O 1.DEPTH
O ALLOW
" OF NEW E31TUMINOUS
SURFACE COURSE. DEPTH OF MILLING IS
VARIABLE AND DEPENDENT ON PROPOSED
FINISH GRADES.
i AND SHEET D3.
AREAS OF VARIABLE DEPTH MILLING FOR
TRANSITIONS AS SHOWN
ON PLANS ARE
1
■i M1•. - L CONTRACTOR
A r • SHALL CONFIRM
AND LIMITS OF PAVEMENT MILLING
BASED ON FIELD SURVEY AND
COORDINATE
MILLING LIMITS AND
DEPTH
.t. TIVE AND
RESIDENTENGINEER. 1.
LL
MILLING WILL BE MEASURED AND PAID FOR ON
A SQUARE YARD BASIS. THE AREA OF MILLED
i. A •: is AID ' ONCE
r
A s UMBER OF PASSES
NECESSARY ACHIEVE MILLED
s A ti► , i BITUMINOUS SURFACE
GRADES.SURFACE COURSE AND ACHIEVE FINISHED PLAN
3. FENCE AND GATE REMOVAL
O a SHALL
EQUIRED TO MAINTAIN
A SECURE AOA PERIMETER ' CHAIN LINK
COORDINATED WITH AIRPORT AND ENGINEER IN
FENCE WITH 3-STRANDS
. ,i... BARBED
A WIRE) AT
ALL TIMES
WORK,
M WHETHER BY
DURING y
MAINTAINING
1. FENCING/BARRIERS,
9 A iOr- iO•-
INSTALLING OR
BY
RELOCATING BARRIERS.
4. REMOVAL OF EXISTING DRAINAGE PIPE AND
DRAINAGE
STRUCTURES SHALL BE
CLOSELY
COORDINATED WITH THE ENGINEER IN
tSING PLANS.
CONTRACTOR SHALL BE REQUIRED TO MAINTAIN
DRAINAGE OF UPSTREAM AREAS (CUSTOMS
APRON) AT ALL 11MES DURING CONSTRUCTION
TO AVOID FLOODING.
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DEMOLITION NOTES: I
1. CONTRACTOR SHALL REMOVE ALL EXISTING TIE DOWNS WITHIN THE PROJECT AREA. SEE DETAIL ON SHEET
D1.
2. MILLING OF EXISTING BITUMINOUS PAVEMENT SHALL BE TO A DEPTH TO ALLOW THE PLACEMENT OF 2" OF
NEW BITUMINOUS SURFACE COURSE. DEPTH OF MILLING IS VARIABLE AND DEPENDENT ON PROPOSED
FINISH GRADES. SEE G SHEETS AND SHEET D3. AREAS OF VARIABLE DEPTH MILLING FOR TRANSITIONS AS
SHOWN ON THE PLANS ARE APPROXIMATE. CONTRACTOR SHALL CONFIRM DEPTH AND LIMITS OF
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PROJECT REPRESENTATIVE AND ENGINEER. ALL MILLING WILL BE MEASURED AND PAID FOR ON A SQUARE
YARD BASIS. THE AREA OF MILLED PAVEMENT WILL BE PAID FOR ONCE REGARDLESS OF THE NUMBER OF
PASSES NECESSARY TO ACHIEVE MILLED SURFACE GRADE NECESSARY TO PLACE 2" BITUMINOUS SURFACE
COURSE AND ACHIEVE FINISHED PLAN GRADES.
3. FENCE AND GATE REMOVAL SHALL BE CLOSELY COORDINATED WITH AIRPORT, AND ENGINEER IN
ACCORDANCE WITH THE PHASING PLANS. CONTRACTOR SHALL BE REQUIRED TO MAINTAIN A SECURE AOA
PERIMETER (8' CHAIN LINK FENCE WITH 3-STRANDS OF BARBED WIRE) AT ALL TIMES DURING THE WORK,
WHETHER BY MAINTAINING EXISTING FENCING/BARRIERS, OR INSTALLING NEW FENCING/BARRIERS, OR BY
RELOCATING EXISTING BARRIERS.
4. REMOVAL OF EXISTING DRAINAGE PIPE AND DRAINAGE STRUCTURES SHALL BE CLOSELY COORDINATED
WITH THE ENGINEER IN ACCORDANCE WITH THE PHASING PLANS. CONTRACTOR SHALL BE REQUIRED TO
MAINTAIN DRAINAGE OF UPSTREAM AREAS (CUSTOMS APRON) AT ALL TIMES DURING CONSTRUCTION TO
AVOID FLOODING.
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EXISTING DROP INLET, jAPRON DROP INLET
EXISTING MONITORING WELL
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EXISTING GAS LINE
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EXISTING COMMUNICATIONS LINE
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EXISTING UNDERGROUND POWER LINE
EXISTING OVERHEAD POWER LINE
PROPOSED CONCRETE OVERLAY
PROPOSED BITUMINOUS TRANSITION
PROPOSED BITUMINOUS LEVELING
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PROPOSED FULL DEPTH CONCRETE SECTION
INLJNLM
PROPOSED STORM DRAIN
2&50--
PROPOSED CONTOUR
12-
PROPOSED SILT FENCE
NOTES: (SEE ALSO SEQUENCE OF CONSTRUCTION ON
SHEET A5)
1. SEE SHEET D1--D3 FOR PAVEMENT SECTIONS AND
DETAILS.
2. SEE SHEETS X1--X3 FOR FINISHED GRADE CROSS
SECTIONS.
3. SEE SHEET EC1 FOR EROSION AND SEDIMENT
CONTROL DETAILS.
4. SEE SHEETS G4—G10 FOR STORM DRAIN PIPE
INSTALLATION.
5. FOR JOINT LAYOUT AND ELEVATIONS SEE SHEETS
J1--J2.
6. PROPOSED CONTOURS SHOWN ON THIS SHEET
ARE THE FINISHED GRADE CONTOURS AFTER
COMPLETION OF ALL PAVING.
7. PRIOR TO PLACEMENT OF BITUMINOUS BOND
BREAKER AND CONCRETE PAVEMENT,
CONTRACTOR SHALL CLEAN AND SWEEP OFF
EXISTING PAVEMENT AND FILL CLACKS IN
EXISTING BITUMINOUS PAVEMENT IN
CONSTRUCTION LIMITS.
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PROPOSED CONCRETE OVERLAY
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SCALE IN FEET
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1. SEE SHEET D1—D3 FOR PAVEMENT SECTIONS AND
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S E SHEETS X1—X3
FOR 'INISHED GRADE CROSS
SECTIONS.
3. SEE SHEET EC1 FOR EROSION AND SEDIMENT CONTROL
DETAILS.
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4. SEE SHEETS G4—G10 FOR STORM DRAIN PIPE
INSTALLATION.
5. FOR JOINT LAYOUT AND ELEVA11ONS SEE SHEETS JI—J
PROPOSED CONTOURS SHOWN ON THIS SHEET ARE THE
FINISHED GRADE CONTOURS AFTER COMPLETION OF ALL
PAVING.
7. PRIOR TO PLACEMENT OF BITUMINOUS BOND BREAKER
AND CONCRETE PAVEMENT, CONTRACTOR SHALL CLEAN
AND SWEEP OFF EXISTING PAVEMENT AND FILL CRACKS
IN EXISTING BITU hINOUS PAVEMENT IN CONSTRUCTION
LIMITS.
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8" SANITARY SEWER. EXISTING 8" RIM:28.25
RIM:29.02 WATERLINE RIM:28.75 SUMP: S!lMP:13.77
SUMP:13.10 SUMP:13,32 INV IN' 14°.�-8 54" RCP
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PRIMARY PPE NE ' ' T . 11ONS
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NOTES:
1. SEE SHEET A6 FOR TRAFFIC CONTROL. PLAN.
2. CONTRACTOR SHALL INSTALL HAZARD FENCING AND WARNING SIGNS
AROUND WORK AREA.
3. GRADES TO BE RESTORED TO EXISTING CONDITIONS, EXCEPT WHERE
PROPOSED GRADING IS SHOWN NEAR STRUCTURES.
4. CONTRACTOR SHALL COORDINATE RELOCATED SANITARY SERVICE
LATERAL WITH CAPE FEAR PUBLIC UTILITY AUTHORITY.
5. SEE SHEETS EX1-EX6 FOR LIMITS OF EXISTING CONCRETE
FOUNDATIONS, PAVEMENT IN PATH OF PIPE SYSTEM! TO BE REMOVED.
6. SEE TABLE ON SHEET 11 FOR PROP AI E PROPOSED DRAINAGE PIPES AND
STRUCTURES
7. SEE SHEET D7 DETAILS AND NOTES FOR STORM DRAIN PIPE
INSTALLATION AND EXISTING STORM DRAIN SYSTEM REMOVAL.
8. SEE SHEET D7 FOR NCDOT ROADWAY PAVEMENT RESTORATION DETAIL
FOR PATCHING DETAILS FOR TRASK ROAD (SR 1312). RESTORE
MARKINGS, SIGNS & LANDSCAPING FOLLOWING PIPE INSTALLATION.
9. SEE SHEET D7 FOR AIRPORT ROADWAY PAVEMENT RESTORATION (20'
WIDE) DETAIL FOR PATCHING NON STATE MAINTAINED PAVEMENT.
RESTORE MARKINGS, SIGNS & LANDSCAPING FOLLOWING PIPE
INSTALLATION.
10. THE CONTRACTOR SHALL BE RESPONSIBLE FOR EXCAVATION SUPPORT
AND DEWATERING, DEWATERING SHALL BE DIRECTED ON AIRPORT
PROPERTY AND SHALL NOT BE DIRECTED TOWARD NCDOT
RIGHT-OF-WAY.
11. ALL DEBRIS FROM REMOVAL OPERATIONS SHALL BE DISPOSED OF OFF
AIRPORT PROPERTY AT PROPERLY PERMITTED LOCATION.
12. UTILITIES SHOWN IN PROFILE ARE AT APPROXIMATE DEPTHS AND
LOCATIONS. DAMAGES TO EXISTING WATER. AND SEWER SHALL BE
REPAIRED AT CONTRACTOR'S EXPENSE AND COORDINATED WITH CAPE
FEAR PUBLIC UTILITY AUTHORITY.
13. WHEN CONSTRUCTING OR REMOVING STRUCTURES/'PIPE ADJACENT TO
PAVEMENT, CONTRACTOR IS RESPONSIBLE FOR SHORING, BRACING
AND/OR INSTALLING SHEET PILES TO ENSURE PAVEMENT IS NOT
UNDERMINED.
14. INSTALL INLET PROTECTION AS NECESSARY.
L
STATION/OFFSETBASELINE LANDSIDE
CONTROL
FOR EXISTING STORMDRAIN
INFOSEE SHEETS
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Project No.
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PROPOSED CONTOUR
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' STATION
N TE
1. SEE SHEET A6 FOR TRAFFIC CONTROL PLAN.
2. CONTRACTOR SHALL INSTALL HAZARD FENCING AND WARNING SIGNS
AROUND WORK AREA.
3. GRADES TO BE RESTORED TO EXISTING CONDITIONS, EXCEPT INHERE
PROPOSED GRADING IS SHOWN NEAR STRUCTURES.
4. CONTRACTOR SHALL COORDINATE RELOCATED SANITARY SERVICE
LATERAL WITH CAPE FEAR PUBLIC UTILITY AUTHORITY.
5. SEE SHEETS EX1--EX6 FOR LIMITS OF EXISTING CONCRETE
FOUNDATIONS, PAVEMENT IN PATH OF PIPE SYSTEM TO BE REMOVED.
6. SEE TABLE ON SHEET 11 FOR PROPOSED DRAINAGE PIPES AND
STRUCTURES.
7. SEE SHEET D7 DETAILS AND NOTES FOR STORM DRAIN PIPE
INSTALLATION AND EXISTING STORM DRAIN SYSTEM REMOVAL.
8. SEE SHEET D7 FOR NCDOT ROADWAY PAVEMENT RESTORATION DETAIL
FOR PATCHING DETAILS FOR TRASK ROAD (SR 1312.). RESTORE
MARKINGS, SIGNS & LANDSCAPING FOLLOWING PIPE INSTALLATION.
9. SEE SHEET D7 FOR AIRPORT ROADWAY PAVEMENT RESTORATION (20'
WIDE) DETAIL FOR PATCHING NON STATE MAINTAINED PAVEMENT.
RESTORE MARKINGS, SIGNS & LANDSCAPING FOLLOWING PIPE
INSTALLATION.
10. THE CONTRACTOR I V 0 E 0 RACTOR SHALL BE RESPONSIBLE FOR EXCAVATION SUPPORT
AND DEWATERING. DEWATERING SHALL BE DIRECTED ON AIRPORT
PROPERTY AND SHALL NOT BE DIRECTED TOWARD NCDOT
RIGHT—OF—WAY.
11. ALL DEBRIS FROM REMOVAL OPERATIONS SHALL BE DISPOSED OF OFF
AIRPORT PROPERTY AT PROPERLY PERMITTED LOCATION,
12. UTILITIES SHOWN IN PROFILE ARE AT APPROXIMATE DEPTHS AND
LOCATIONS. DAMAGES TO EXISTING WATER AND SEWER SHALL BE
REPAIRED AT CONTRACTOR'S EXPENSE AND COORDINATED WITH CAPE
FEAR PUBLIC UTILITY AUTHORITY.
13. MEN CONSTRUCTING OR REMOVING STRUCTURES/PIPE ADJACENT TO
PAVEMENT, .CONTRACTOR IS RESPONSIBLE FOR SHORING, BRACING
AND/OR INSTALLING SHEET TILES TO ENSURE: PAVEMENT IS NOT
UNDERMINED.
14. INSTALL INLET PROTECTION AS NECESSARY.
CONTROL POINT
~ DROP INLET
'• S—«—+--fir - i �.,�..d . •.
X
• STORM
INFORMATION
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EXISTING BITUMINOUS PAVEMENT
EXISTING PAVEMENT TO BE MILLED
EXISTING CONCRETE PAVEMENT TO BE
EXISTING STORM DRAIN
_.—
EXISTING CONTOUR
-- —` ---
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EXISTING COMMUNICATIONS LIFE
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EXISTING OVERHEAD POWER LIFE
APPROXIMATE BORING LOCATION
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14,
3301--1303
i5
S14 No.

•
NI
NTE
NEW HANOVER COUNTY, NORTH CAROLINA
FIR : __jSTO PLAN REVISION
NOTICE REQUIRED
ALL EXISTING UNDERGROUND UTILITIES SHALL BE PHYSICALLY LOCATED PRIOR TO THE BEGINNING OF ANY
CONSTRUCTION IN THE VICINITY OF SAID UTILITIES.
CONTRACTORS SHALL NOTIFY OPERATORS WHO MAINTAIN UNDERGROUND UTILITY LINES IN THE AREA OF PROPOSED
EXCAVATION AT LEAST TWO WORKING DAYS, BUT NOT MORE THAN TEN WORKING DAYS PRIOR To COMMENCEMENT
OF EXCAVATION OR DEMOLITION.
CONTACT "CAROLINA ONE CALL" AT
1-800-632-4949
CONTACT THESE UTILITIES
NEW HANOVER COUNTY PLANNING & INSPECTIONS CAPE FEAR PUBLIC UTILITY AUTHORITY (WATER & SEWER)
PH: 910-798-7165
ATTN: KENT HARRELL
PH: 910-332-6560
PIEDMONT NATURAL GAS
PROGRESS ENERGY
PH: 910-799-7185
PH: 1-800-632-4949
EMERGENCY DIAL 911
BELL SOUTH
POLICE - FIRE - RESCUE
PH: 1-800-632-49414
TIME WARNER CABLE
PH: 910-763-4638
640111•
WL
WILMINGTON IN]
1740 Al
505047
OR:
RNATIONAL AIRPORT
'ORT BLVD.
WILMINGTON,28405'
910-341-4333
LUI
NEW HANOVER
COUNTY AIRPORT
RLtiVGTOty OR
90
YORK
.,T
CO!,
SITE NEW HANOVER
IX COUNTY AIRPORT
Im
AIRPORT ILLYP_—, ......
................
is
NEW HANOVER
COUNTY AIRPORT -k
V
VICINITY MAP
(SCALE: 1"-1000')
ENGINEER (CIVIL):
PARAMOUNTE ENGINEERING, INC.
5911 OLEANDER DRIVE, SUITE 201
WILMINGTON, NORTH CAROLINA 28403
ATTN: JEREMY BLAIR, P.E. [phone]
SHEET INDEX
SHEET NUMBER
SHEET TITLE
C-0.0,
COVER SHEET
C-2.0
OVERALL BASIN MAP
C-2.0
SITE & UTILITY PLAN - LOT #9
C-3.0
GRADING PLAN - LOT #9
C-4.0
GRADING PLAN - ROADWAY
APPROVED
C 01 ��IAL
fAR, -INIAENA11ROMMENT
P,
MAN4-fid(�-,EMIDJ OMMISSION
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52
5911 Oleander Drive, Suite 201 ECEIVEa-
Wilmington, North Carolina 28403
AUG 2 6 2013
[phone] (0) [phone]
NC License #: C-2846 Y.
PROJECT # 12212.PE
FINAL DESIGN NOT RELEASED FOR CONSTRUCTION

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SITE DATA TABULATION
OWNER:
PROJECT ADDRESS:
TAX PARCEL IDENTIFICATION #:
RECORDED DEED BOOK:
CURRENT ZONING:
CAMA LAND USE CLASSIFICATION:
MAXIMUM ALLOWABLE BUILDING HEIGHT:
EXISTING LAND USE:
PROPOSED LAND USE:
SETBACK STANDARDS
MINIMUM FRONT SETBACK (GARDNER RD)
MINIMUM FRONT SETBACK (PRIVATE ROAD)
MINIMUM SIDE SETBACK
MINIMUM REAR SETBACK
SITE INFORMATION
MINIMUM LOT SIZE
PROPOSED IMPERVIOUS AREA
TOTAL BUILDING (PROPOSED FOOTPRINT)
ON -SITE PARKING & DRIVEWAYS
ON -SITE SIDEWALKS
TOTAL PROPOSED IMP. AREA
PROPOSED PERCENT IMPERVIOUS
BUILDING INFORMATION
NUMBER OF PROPOSED BUILDINGS
PROPOSED BUILDING SF
1-STORY
HEIGHT AT TOP OF 1ST FLOOR
LOT COVERAGE
SITE PARKING
MINIMUM PARKING REQUIRED:
((2 MANAGERS + 16 EMPLOYEES) X 7 UNITS)
TOTAL PARKING PROVIDED:
HANDICAP PARKING REQUIRED:
HANDICAP PARKING PROVIDED:
LANDSCAPING REQUIREMENTS
NEW HANOVER COUNTY AIRPORT AUTHORITY
1740 AIRPORT BLVD
R04200-001-025-000 (1,338.95 AC)
BK. 5818 PG. 1914
Al (AIRPORT INDUSTRIAL)
TRANSITION
35'
UNDEVELOPED
10,080-SF FLEX SPACE
REQUIRED
PROVIDED
50 FT.
120 FT. (WEST)
50 FT.
108 FT. (SOUTH)
N/A
90 FT. (NORTH)
N/A
93 FT. (EAST)
112,631 SF (2.59 AC) 43,560 SF (1.0 AC)
10,377 SF
51,985 SF
4,150 SF
66,512 SF (1.53 AC)
66,512 / 112,631 = 59.1 %
1
10,080 SF (1,440 SF/UNIT X 7 UNITS)
281-011
8.95% (PROPOSED)
m
115 SPACES
5SPACES
6 SPACES
4
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NEW HANOVER COUNTY AIRPORT
J� OR
HEWLETT DR
4
SITE
NEW HANOVER COUNTY AIRPORT
70
NN
A1j } AIRPORT BLVD
vzleOR
D
NOT TO SCALE
STREET YARD REQUIRED: w�..._...._._.�.......__--�._..........__..:._.......__....._......._....-.....
GARDNER RD & PRIVATE RD: 15,500 SF 620 LF X 25
STREET YARD PROVIDED (GARDNER & PRIVATE): 16,424 SF_ ----
LANDSCAPE STRIP WIDTH REQUIRED: 10 FT
PARKING LOT LANDSCAPING REQUIRED: 4,089 SF (51,112 SF X 0A8)
PARKING LOT LANDSCAPING PROVIDED: 6,295 SF�
FOUNDATION PLANTING REQUIRED: 12% FACADE (BLDG HEIGHT 19')
FOUNDATION PLANTING PROVIDED: LANDSCAPE PLAN
UTILITY INFORMATION ►
SANITARY SEWER AN 8-INCH GRAVITY MAIN IS LOCATED ALONG GARDNER ROAD WITHIN A UTILITY EASEMENT. THIS PROJECT
POSES I 6-IN H SERVICE. SANITARY SEWER ALLOCATION IS PROVIDED BY EXISTING
VETERANS AFFAIRS FACILITY
CFPUA. 1
WATER
AN 8-INCH WATER MAIN IS LOCATED WITHIN THE PRIVATE ROAD RIGHT OF SOU H OF THE SITE. THE
PROPOSED BUILDING WILL HAVE 2-INCH DOMESTIC SERVICE (WITH 1 1/2-INCH METER ONNECTED TO THE
EXISTING 8-INCH WATER MAIN. DO STIC WATER A LOCH IO 1
GAS �! E
GAS IS LOCATED ALON GARDNER DRIV THE PROVIDER IS PIEDMONT NATURAL GAS.
;i
FLOOD NOTE
THIS PARCEL DOES NOT LIE IN THE 100 YEAR FLOOD PLAIN AS DETERMINED BY FEMA PANEL 3129, MAP #
3720312900J WITH AN EFFECTIVE DATE OF APRIL 3, 2006.
SITE INVENTORY NOTESif
1. SOILS TYPE: LEON SAND (58%), PANTEGO LOAM (42%)
:3
2. THIS PROPERTY IS NOT IMPACTED BY ANY AEC.
3. THERE ARE NO CONSERVATION OVERLAY BOUNDARIES AFFECTING THIS PROPERTY.
4. THIS SITE IS NOT IMPACTED BY ANY RECOGNIZED HISTORIC OR ARCHEOLOGICAL SIGNIFICANCE.
5. NO (CEMETERIES WERE EVIDENCED ON THIS SITE.
6. EXISTING VEGETATION DISTURBANCE WILL BE MINIMAL.
7. THERE IS NO EVIDENCE OF JURISDICTIONAL WETLANDS ON THE SITE.
8. THERE IS NO EVIDENCE OF ENDANGERED SPECIES OR HABITAT ISSUES ON THIS SITE.
9. THE SITE DRAINAGE FLOWS INTO THE SMITH CREEK DRAINAGE BASIN, INTO C,Sw CLASSIFIED WATERS.
GENERAL NOTES
1. SITE BOUNDARY INFORMATION TAKEN FROM INFORMATION PROVIDED BY JOHN REES. ADJACENT
PROPERTY LINES, ARE BASED ON NEW HANOVER COUNTY G.I.S. DATA AND ARE APPROXIMATE.
2. ALL PROTECTED TREES WILL BE PRESERVED OR MITIGATED.
i y�f
3. ALL UTILITIES SHALL BE UNDERGROUND.
4. ALL SIGNS WILL BE LOCATED AND APPROVED BY THE NEW HANOVER COUNTY PLANNING DEPARTMENT.
5. TACTILE WARNING MATS WILL BE INSTALLED ON ALL WHEELCHAIR RAMPS.
6. NO EXISTING DRIVEWAYS ARE TO BE CLOSED.
7. HEATING/AIR EQUIPMENT WILL BE LOCATED WITHIN THE BUILDING FOOTPRINT,
8, CONTRACTOR SHALL MAINTAIN ALL-WEATHER ACCESS FOR EMERGENCY VEHICLES AT ALL TIMES
DURING CONSTRUCTION.
9. NO EQUIPMENT IS ALLOWED ON SITE UNTIL ALL TREE PROTECTION FENCING AND SILT FENCING IS
INSTALLED AND APPROVED. PROTECTIVE FENCING IS TO BE MAINTAINED THROUGHOUT THE DURATION
OF THE PROJECT, AND CONTRACTORS SHALL RECEIVE ADEQUATE INSTRUCTION ON TREE PROTECTION
METHODS.
10. WATER AND SEWER SERVICE SHALL MEET CFPUA DETAILS AND SPECIFICATIONS.
11. LAND CLEARING AND CONSTRUCTION CONTRACTORS SHALL RECEIVE ADEQUATE INSTRUCTION ON
TREE PROTECTION REQUIREMENTS AND METHODS.
12. ANY TREES AND/OR AREAS DESIGNATED TO BE PROTECTED MUST BE PROPERLY BARRICADED WITH
FENCING AND PROTECTED THROUGHOUT CONSTRUCTION TO INSURE THAT NO CLEARING AND GRADING
OR STAGING OF MATERIALS WILL OCCUR IN THOSE AREAS - SEE DETAILS AT LEFT
13. NO EQUIPMENT IS ALLOWED ON THE SITE UNTIL ALL TREE PROTECTION FENCING AND SILT FENCING HAS {
BEEN INSTALLED AND APPROVED. ; t,
14. ANY GROUND LEVEL MECHANICAL EQUIPMENT TO BE SCREENED AS NECESSARY.
15. THIS PLAN IS PRELIMINARY AND IS SUBJECT TO CHANGE IN ACCORDANCE WITH PROVISIONS OF THE :r1f
NEW HANOVER COUNTY LAND DEVELOPMENT CODE.
t
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C ORDI ATE WITH
`L PIEDMONT NATURAL GAS
FOR INSTALLATION OF
PROPOSED GAS MAIN TO
SERV BUILDING.
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PROPOSE 6t1 SC 40 PVC
SEWERSERVICE AT 1 %
MINIMUM TO CONNECT TO
EXISTING C EANOUT
I
SEWER SERVICE
COORDINATE WITH DUKE PROGRESS
FOR INSTALLATION OF PROPOSED
ELECTRICAL SERVICE TO BUILDING.
PROPOSED HANDICAP PARKING
SPACES WITH SIGNAGE. SEE DETAIL.
STRIPING TO BE IN ACCORDANCE
WITH ADA GUIDELINES
PROPOSED HC RAMP
W/ TACTILE MAT. SEE
DETAIL (TYP.)
.am Mow
LEGEND
PROPERTY LINE
`
= BUILDING
TR
= CURVE RADIUS
w w
= PROPOSED WATER SERVICE
sS
= PROPOSED SEWER SERVICE
-- SIDEWALK
= FIRE HYDRANT
G G
= PROPOSED GAS MAIN
UE
= PROPOSED UNDERGROUND
ELECTRIC
GRAPHIC SCALE
0 15 30 60 90
SCALE: 1 "=30'
PROJECT BOUNDARY
(NOT A PROPERTY LINE)
40"m 41mm Mrs smog
PROPOSED SITE LIGHTING.
SEE ELECTRICAL PLANS
FOR DETAILS.
LOADING ZONE
---GAS METER BANK (SEE
PLUMBING PLANS)
-LOADING ZONE
PROPOSED WHEEL STOP
(TYP.) SEE DETAIL.
SEE ELECTRICAL PLANS
FOR SERVICE DETAILS.
PROPOSED 3/4" SUBMETERS
FOR DOMESTIC WATER (TYP.).
SEE PLUMPING PLANS FOR
DETAILS.
-- PROPOSED CONCRETE
SIDEWALK. SEE DETAIL.
PROPOSED CURB & GUTTER.
SEE DETAIL.
PROPOSED LIGHT DUTY ASPHALT
PAVEMENT. SEE DETAIL.
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PEI JOB#:
15114.PE

NOTATION:
CI
= CURB INLET
DI
= DROP INLET
CO
- CLEANOUT
DDI
= DOUBLE DROP INLET
MH
= STORM DRAIN MANHOLE
FFE
= FINISHED FLOOR ELEVATION
BPE
= BUILDING PAD ELEVATION
EP
= EDGE OF PAVEMENT
TS
= TOP OF SIDEWALK
PG
= PROPOSED GRADE
ASPHALT AREA NOTE:
1. SITE CONTRACTOR SHALL STRIP TOPSOIL AND ANY UNSUITALBE MATERIAL AND PROVIDE CUT/FILL
OPERATIONS TO PROVIDE A COMPACTED CONTROLLED SUBGRADE, IN ACCORDANCE WITH THE
SUBSURFACE GEOTECHNICAL EXPLORATION AND TECHNICAL SPECIFICATIONS.
BUILDING PAD NOTE:
1. SITE CONTRACTOR SHALL STRIP TOPSOIL AND ANY UNSUITALBE MATERIAL AND PROVIDE CUT/FILL
OPERATIONS TO PROVIDE A COMPACTED CONTROLLED BUILDING PAD, IN ACCORDANCE WITH THE
SUBSURFACE GEOTECHNICAL EXPLORATION AND TECHNICAL SPECIFICATIONS.
STORMWATER NOTE:
1. THIS PROJECT DRAINS TO AN EXISTING NCDENR APPROVED OFF -SITE DRY DETENTION BASIN.
GENERAL NOTES:
1. ALL CONSTRUCTION TO BE IN ACCORDANCE WITH ALL STATE OF NC AND NEW HANOVER COUNTY
STANDARDS AND SPECIFICATIONS.
2. THE CONTRACTOR SHALL PLACE INLET PROTECTION AROUND ALL STORM DRAIN INLETS TO
PROTECT THE SYSTEM FROM COLLECTING SEDIMENTATION DURING CONSTRUCTION. INLET
PROTECTION SHALL REMAIN IN PLACE UNTIL THE PARKING LOT IS PAVED.
3. CONTRACTOR SHALL ADJUST ALL FRAMES OF EX. UTILITY INFRASTRUCTURE WITHIN ASPHALT
OVERLAY AND NEW ASPHALT AREAS TO MATCH PROPOSED GRADES.
4. ALL PROPOSED SPOT ELEVATIONS SHOWN IN THE PARKING LOT ARE PROPOSED EDGE OF
PAVEMENT OR FACE OF CURB @ GUTTER FOR CURB SECTIONS, UNLESS NOTED OTHERWISE.
5. ALL ROOF DRAINS SHALL BE DIRECTED TOWARDS ON -SITE COLLECTION SYSTEM. NO ROOF DRAINS
SHALL BE DIRECTED OFF -SITE WITHOUT ENTERING THE ON -SITE COLLECTION FIRST.
6. ALL SIDEWALK CROSS SLOPES HAVE BEEN GRADED TO MEET ADA REGULATIONS. CONTRACTOR
SHALL CONFIRM GRADES BEFORE PLACING PAVEMENT OR SIDEWALKS AND REPORT ANY
DISCREPANCIES TO OWNER AND/OR ENGINEER.
CL. 111
?. THE CONTRACTOR SHALL USE EITHER RCP { } OR HDPE PIPE FOR THE STORM DRAINAGE
SYSTEM. IF THE CONTRACTOR CHOOSES TO USE HDPE PIPE, IT SHALL BE ADS N-12 HP STORM PIPE
OR APPROVED EQUAL AND SHALL BE INSTALLED TO MANUFACTURER SPECIFICATIONS. IN ADDITION,
THE CONTRACTOR SHALL BE SURE TO PROVIDE CONCRETE COLLARS AROUND EACH F.E.S. TO
PREVENT FLOATATION IF HDPE PIPE IS CHOSEN.
8. CONTRACTOR SHALL REFER TO THE REPORT OF SUBSURFACE EXPLORATION AND GEOTECHNICAL
ENGINEERING ANALYSIS FOR ILM - LOT 9, PREPARED BY ECS, PROJECT NUMBER 22.22568, AND
DATED APRIL 24, 2015 FOR SITE CONSTRUCTION RECOMMENDATIONS WHICH IS INCLUDED IN THE
TECHNICAL SPECIFICATIONS.
_ _ . - - _ -AA.. -A A _ _ _ _ - -
EARTHWORK NOTES:
1. ALL EARTHWORK SHALL BE CONSIDERED UNCLASSIFIED AND CONTRACTOR SHALL BE AT RISK FOR
ALL COSTS ASSOCIATED WITH CONSTRUCTING THE SITE IN CONFORMANCE WITH THE LINES AND
GRADES SHOWN ON THESE PLANS.
2. THE DESIGN INTENDS TO BALANCE THE EARTHWORK ON SITE, HOWEVER, CONTRACTOR SHALL BE
RESPONSIBLE FOR ALL QUANTITY TAKEOFFS AND ESTIMATES USED IN THE BIDDING AND
CONSTRUCTION OF THE PROPOSED WORK.
3. ANY EXCESS MATERIAL, IF ANY, SHALL BE MOVED TO THE UNDEVELOPED AREA JUST EAST OF THE
SITE, GRADED IN A MANNER THAT DOES NOT IMPEDE DRAINAGE AND STABILIZED WITH PERMANENT
VEGETATION,
4. ANY ADDITIONAL FILL MATERIAL REQUIRED SHALL BE PROVIDED BY THE CONTRACTOR. SEE BID
ITEM #22 - DEDUCT ALTERNATE - FILL MATERIAL, FOR INSTRUCTIONS RELATED TO AVAILABLE
MATERIAL TO BE PROVIDED BY THE OWNER.
FINISHED GRADE
INJECTION MOLDED
ST 450 BEND
FINISHED GRADE
INSERT INJECTION MOLDED,
GASKETED SPIGOT BY BELL
REDUCER
CLEAN OUT END CAP ADJUST
GRADE PER FINISHED GRADE
{PROVIDE CAST IRON BOX IN
*INJECTION MOLDED ST 450 WYE
(OR INJECTION MOLDED TEE).
SUBSTITUTE 45" BEND FOR END OF
LINE CLEANOUT
IN --LINE CLEANOUT
NOT TO SCALE
DOWNSPOUT
ADAPTER
ADS HDPE N-12 HP
STORM PIPE (SIZE
TO MATCH ROOF
DRAIN, 6" MIN.)
SNAP
CONNECTION
L *INJECTION MOLDED ST *INJECTION MOLDED SOIL
TEE FITTING (SIZE BASED TIGHT (ST) 90- BEND
ON STORM DRAIN SCHEDULE)
NOTES:
* INJECTION MOLDED FITTINGS ARE AVAILABLE IN TEES, WYES,
REDUCERS, 45° BENDS AND BELUBELL COUPLERS.
ROOF DRAIN DETAIL WITH CLEANOUTS
NOT TO SCALE
lz
10, ��t -*
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NEW HANOVER COUNTY AIRPORT
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NEW HANOVER COUNTY AIRPORT 9
�;o
'�&
1p AIRPORT BLVD
_...._,_.._.__ _.
�, ...... _ _ �� $N '-
\\ i�#c /.
� '
�,
VICINITY MAP
NOT TO SCALE
__.i \ __ ]}
_,_...,
�_____'1;11/ I,\\
��
�.;\ ,, i- -
BUILDING
FACE < + .F_7 +. »4 ______..._ ''_ • . .
N
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�/
'
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11 ""
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RIP RAP APRON #1. ! 6.1
SEE DETAIL j
27
t'
' 2,5
11 ,'!
k / /I I " ""
I
/
STOI�N1 DRAILwSC;HEDULE:
'11___� -.1 ------ - lov-1
UPSTREAM
NODE
DOWNSTREAM
NODE
DIAMETER
IN
UPSTREAM
INVERT
DOWNSTREAM
INVERT
LENGTH (FT)
SLOPE (%)
UPSTREAM
RIM EL.
PIPE
MATERIAL
DI-1
EX CB
24
17.66
17.37
84
0.35
24.96
RCP I(i
DI-2
DI-1
18
19.18
18.33
113
0.75
24.65
RCP III
DI-3
DI-2
15
20.25
19.43
109
0.75
24.75
RCP ! I
DI-4
DI-1
18
18.27
18.16
32
0.35
24.65
RCP i!I
DI-5
DI-4
18
18.56
18.27
82
0.35
24.90
RCP III
DI-6
DI-5
18
19.15
18.56
169
0.35
24.65
RCP III
DI-7
DI-6
19.91
19.40
145
0.35
24.60
RCP !!I
DI-1
10
21.10
17.66
36
9,4
-
HDPE
RD-1
TEE
6
21.33
21.10
47
0.50
-
HDPE
BEND
RD-1
6
21.49
21.33
32
0.49
-
HDPE
RD-2
BEND
6
21.65
21.49
32
0.51
-
HDPE
RD-3
TEE
10
21.25
21.10
30
0.50
-
HDPE
RD-4
RD-3
10
21.37
21.25
24
0.50
-
HDPE
RD-5
RD-4
8
21.49
21.37
24
0.50
-
HDPE
RD-6
RD-5
8
21.61
21.49
24
0.50
-
HDPE
RD-7
RD-6
8
21.73
21.61
24
0.50
-
HDPE
RD-8
RD-7
6
21.85
21.73 1
24
0.50
-
HDPE
NOTE: ALL LATERAL PIPES CONNECTING FROM ROOF DRAINS TO HEADER SHALL BE HDPE SIZED TO MATCH
ROOF DRAIN, MIN. 6- (SEE\DETAIL)
\
INV. 25.12 \\
\
26.08EP \\\
2s L--=�----- 00------------t
26 26
25.81 EP '
26.10EP 26.05EP 25.32EP
25.20PG 25. OEP 26 am&26 25.71 EP
LEGEND:
- 29 -
EXISTING CONTOUR
29
PROPOSED CONTOUR
(EP=25.05) `,`
EXISTING SPOT ELEVATION
EP=25.05 ---,,,,
PROPOSED EDGE OF PAVEMENT
PG=25.05---`
PROPOSED SIDEWALK ELEVATION
TS=25.05 --,,�,'
PROPOSED TOP OF CURB ELEVATION
PST
PROPOSED PAVEMENT GRADE
INLET PROTECTION
LOD
LIMITS OF DISTURBANCE
0 0
SILT FENCE
__N.r%__o_
CI -"I
DRAINAGE FLOW PATH
DRAINAGE INLET LABEL
0
DROP INLET
I 0
TREE PROTECTION FENCING
GRAPHIC SCALE
0 15 34 60 90
SCALE: 1 "=30`
6
f,.
t
i`
j f 25.80EP T1,1171" k s 25 _- __
j ' 26,30TS 21 A 6' f rt,ai. 5.7 G !fr
I! �, v, !,€ h ti P s�� 2 8EP
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t ,. f�
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1 t _ � »_,» L DI-5
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/ 25.35 \.:x.,1 ti RD-4 �,
i F -T/tyf ,(ajt• s ,� r F V t .� N C/%��
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j t 25. EP 2 ` '' X �,
48 LF 18" RCP ! 2t#.)1 If
�_, , \\ I
r > > 1"
{CL. ! @ 0.3°l0 r 25.85 EP �,±
25 F _ 1
1.
PROPOSED TEMPORARY 26 25.7oE
\ i '� xfJ F Y '' f l 1 jR(
t + - RY 3 / / f
CONSTRUCTION ENTRANCE. ti1� `�' 2 .40 �� #
SE DE AIL �. _wl.z: 7 r; r
t Y,r [Z, �.at k , ,.
f � ; z Y, 4 / , 5.75EP 2 .03EP
j y s r 1
RIP RAP APRON #2. 25.?OEP. 25. EP 25.5 <� �� r>1 F� s 'may ' z 1
t 25.50EP Y� 25.40P » 0
SEE DETAI t I 25.44Ts 5, TS I, < < , 11-11,
_ H
3 �, :1�x s :'9 25.�EP 25.7 --`,' _ - I F
5.6 P .
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LEGEND:
21
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-22
PROPOSED CONTOUR
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EXISTING SPOT ELEVATION
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PROPOSED SIDEWALK ELEVATION
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LIMITS OF DISTURBANCE
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YARD INLET
cl =
CURB INLET
DDI =
DOUBLE DROP INLET
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STORM DRAIN MANHOLE
CO =
CLEANOUT
FFE =
FINISHED FLOOR ELEVATION
BPE =
BUILDING PAD ELEVATION
GEOTECNICAL NOTE:
1. CONTRACTOR SHALL REFER TO THE REPORT OF SUBSURFACE EXPLORATION
AND GEOTECHNICAL ENGINEERING ANALYSIS OF THE PROPOSED ROADWAY AT
ILM PREPARED BY ECS CAROLINAS, LLP, PROJECT NUMBER 22.18257, AND DATED
NOVEMBER 14,2012 FOR SITE CONSTRUCTION RECOMMENDATIONS.
W_
'-TEMPORARY
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NOTE
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USE A ROUTE FROM BLUE CLAY
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C-4400
PEI JOB#: 12118.PE

WILMiNGTON INTERNATIONAL AIRPORT
WILMINGTON, NORTH CAROLINA
Y CONSOLIDATED RENTAL CAR FACILITY
RS&H PROJECT NUMBER: 203-2: 75-000
DRAWING
NUMBER I
SHEET TITLE
GENERAL(G)
G000
COVER SHEET
G101
CONTRACT LAYOUT PLAN AND GENERAL NOTES
CIVIL (C)
C101
EROSION AND SEDIMENT CONTROL PLAN
C110
EROSION AND SEDIMENT CONTROL NOTES
C111
EROSION AND SEDIMENT CONTROL DETAILS
C112
TEMPORARY SEDIMENT TRAP DETAILS
C120
EXISTING DRAINAGE BASINS MAP
C121
PROPOSED DRAINAGE BASINS MAP
C201
SITE CLEARING AND DEMOLITION PLAN
C401
GRADING AND DRAINAGE PLAN
C410
ITYPICAL SECTIONS
C411
ITYPICAL SECTIONS
CROSS SECTIONS (CX)
CX101-102 ISITE CROSS SECTIONS
PPROVEDAtOC.'
IORTH CAROLINA ENVIRONMENTAL
MANAGEMENT COMMISSION
DIVISION OF WATER QUALITY
09-pzF/3- 20l3
NEW HANOVER COUNTY
AIRPORT AUTHORITY
DRAWINGS PREPARED BY:
F r�.E_-_ 1,Nil '
Rtgtff.
. JAN 2 # 2013
IMPROVING YOUR WORLD
RSBH Architects -Engineers -Planners, Inc.
_
By:--
8601 SIX FORKS ROAD, SUITE 260
RALEIGH. 27015
NC
[phone] FkX [phone]
www.raandh.com
NC LICENSE NOS. 50073, a F-0498 a C-28
100% PERMIT/BIDDING DOCUMENTS
DENR SUBMITTAL
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LOCATION
MAP
VICINITY MAP
JANUARY 11, 2013

GENERAL CONTRACT ",�07ES
1. UNLESS OTHERWISE DIRECTED IN THE CONTRACT DOCUMENTS, ALL COSTS ASSOCIATED WITH THE REQUIREMENTS, CONDITIONS, ACTIONS, ACTIVITIES, ETC. REFERENCED N THESE PLANS AND
SPECIFICATIONS SHALL BE INCLUDED AS DIRECT OR INCIDENTAL COSTS IN THE BID PRICE SUBMITTED BY THE CONTRACTOR.
2. RIGHP-OF-WAY AND PROPERTY LINES ARE PLOTTED FROM THE BEST INFORMATION AVAILABLE AND ARE NOT WARRANTED TO BE ACCURATE CONTRACTOR SHALL CONFIRM ALL LIMITS AND
BOUNDARIES WITH THE AIRPORT PRIOR TO INiIATNG ANY CONSTRUCTION.
3. PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL CONTACT AND NOTIFY URLDY OWNERS THROUGH NORTH CAROLINA 811 (TELEPHONE NUMBER: 811) TO IDENTIFY UNDERGROUND UTILITIES
AND/OR CABLES WITHIN THE PROJECT LIMITS AND/OR STAGING AREA
4, THE LOCATION AND SIZE OF ALL EXISTING UTILITIES HAVE BEEN PREPARED FROM THE BEST AVAILABLE INFORMATION. THE CONTRACTOR SHALL VERIFY ALL UTILITIES BY HAND EXCAVATION WHERE
NECESSARY IN COORDINATION WITH THE OWNER'S REPRESENTATIVE AND ALL UTILITY COMPANIES PRIOR TO BEGINNING ANY CONSTRUCTION OPERATIONS. ALL UTILITIES ENCOUNTERED DURING THE
PRE -CONSTRUCTION OR CONSTRUCTION SHALL BE RECORDED AND SHOWN ON THE APPROPRIATE AS -BUILT PLANS WHILST INCLUDES TYPE OF UTILITY, SIZE, DIRECTION. LOCATION, ELEVATIONS, ETC.
5. PRIOR TO PERFORMING ANY EKCAYATON N THE VICINITY OF ANY UTILITY THE CONTRACTOR SHALL IDENTIFY AND VERIFY IN COORDINATION WITH THE UTILITY OWNER THE APPROPRIATE VALVES,
SWITCHES, ETC THAT WILL NEED TO BE OPERATED TO ISOLATE THE P070CIAL IMPACTED UTILITY. TRAINED PERSONNEL SHALT. BE POSITIONED AT EACH VALVE, SWITCH. ETC. READY TO ISOLATE THE
AREA N THE EVENT THE UTILITY IS IMPACTED BY THE CONSTRUCTION.
6. ANY DAMAGE TO UiLiTIES CAUSED BY THE CONTRACTOR (REGARDLESS OF WHETHER THEY WERE LOCATED OR NOT BY THE UTILITY OWNER) SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO
REPAIR AND/OR COORDINATE THE REPAIR WITH THE AFFECTED UTILITY COMPANY WITHIN AN EXPEDITED TIMFFRAME AND TO THE SATISFACTION OF THE OWNER'S REPRESENTATIVE REFER TO THE
CONTRACT DOCUMENTS FOR ANY ADDITIONAL UTILITY NOTES AND REQUIREMENTS.
7. STAGING AREAS DO NOT HAVE UTILITIES. ANY INSTALLATION AND REMOVAL OF UTILITIES REQUIRED BY THE CONTRACTOR SHALL BE COORDINATED WITH THE UTILITY COMPANIES AND SHALL BE THE
SOLE RESPONSIBILITY OF THE CDNIt0 MFL
8. EXISTING AND NEW DRAINAGE STRUCTURES OR 5WEMS SHALL BE WALLIAED BY THE CONTRACTOR TO DETERMINE CONSTRUCTION MEANS AND METHODS THAT WILL PREVENT IMPACTING STABILIZED
AREAS.
9. THE CONTRACTOR SHALL COMPLY WITH ALL LOCAL, STATE, AND FEDERAL LAWS AND REGULATIONS THAT ARE PERTINENT TO THIS PROJECT. UNLESS OTHERWISE DIRECiM . THE CONTRACTOR
SHALL HAVE THE RESPONSIBILITY TO OBUNN AND PAY ALL COSTS ASSOCIATED WITH PERMITS AND/OR LICENSES REQUIRED TO ACCOMPLISH THIS WORK. ALL APPLICABLE PERMITS MUST BE
OBTAINED BY THE CONTRACTOR PRIOR TO COMMENCEMENT OF CONSTRUCTION.
10. THE CWNER'S REPRESENTATIVE SHALL BE NOTIFIED N WRITING OF ANY DUSTING CONDITIONS THAT VARY FROM THOSE SHOWN ON THE DRAWINGS. THE CONTRACTOR'S WORK SHALL NOT VARY
FROM THE DRAWINGS WITHOUT WRTITEN APPROVAL OF THE OWNER'S REPRESENTATIVE
11. ALL COMM'IAVICARONS BETWEEN THE CONTRACTOR AND THE AIRPORT ARE AS STIPULATED N THE CONIRACL
12. PRIOR TO ANY CONSTRUCTION, A PRE -CONSTRUCTION MEETING WITH THE OWNERS REPRESGRAiIVE AND ANY EFFi OTED AGENCY OR STAKEHOLDER IS REQUIRED.
13. THE CONTRACTOR WILL BE PROVIDED ACCESS TO THE SITE BY THE OWNER'S REPRESENTATIVE WITH WHOM THE CONTRACTOR SHALL FULLY COOPERATE THE CONTRACTOR SHALL COMPLY WiTH ALL
SECURITY REDUIREIENTS ESTABLISHED BY THE AIRPORT.
14. ACCESS FOR LOCAL RESCUE AND FIRE FIGHTING EMUIPMENT AND PERSONNEL SHALL BE MAINTAINED AT ALL TINES. EMERGENCY OPERATIONS SHALL HAVE RIGHT-OF-WAY MIER ALL CONTRACTOR'S
OPERATIONS AT ALL TIMES.
15. THE CONTRACTOR SHALL MAINTAIN SAFE VEHICULAR MOBILITY AND MAINTAIN ACCOMMODATIONS FOR ACTIVE AIRPORT TRAFFIC. NO ROADWAY LANES WILL BE BLOCKED OR UNDULY RESTRICTED
UNLESS SHOWN ON THE PLANS.
16. THE CONTRACTOR SHALL MAINTAIN ADEQUATE SIGHT DISTANCE AND KEEP ALL TRAFFIC LANES OPERATIONAL AS SOWN ON THE PLANS.
17. ALL CONTRACTOR VEHICLES AND TRAFFIC SHALL REMAIN WITHIN THE DESIGNATED CONSTRUCTION UNITS OR HAUL ROUTES. THE CONTRACTOR SHALL NOT INTER THE AIRFIELD VM WITHIN THE
AIRCRAFT OPERATIONS AREA (A g.
18. ALL D94DYEE AND VISITOR PARTING SHALL BE N THE CONTRACTOR'S STAGING AREA OR AS APPROVED BY OWNER'S REPRESENTATIVE
18. THE OWNER'S REPRESENTATIVE MAY PERFORM WORK WITH ITS' OWN FORCES OR M40SE OF ANOTHER COMRACIOR. IN THE EVENT THAT CONFTJCiS N SCHEDULJNG OR ACCESS OCCUR BETWEEN
CONTRACTORS OR BETWEEN THE OWNER'S REPRESENTATIVE AND CONTRACTOR, THE OWNER'S REPRESENTATIVE SHiLL BE THE SOLE JUDGE IN RESOLVING THE ODNFUCT AND THE OWNER'S
REPRESENTATIVE'S DECISION SHALL BE FINAL
20. STOCKPILED MATERIAL SHALL BE CONSTRAINED IN A MANNER TO PREVENT MOVEMENT RESULTING FROM WIND CONDITIONS IN EXCESS OF FIFTEEN MILE PER HOUR. IN ADDITION, STOCKPILED
MATERIAL SHALL HAVE SILT FENCE LOCATED AROUND THE MATERIAL TO PREVENT DEBRIS FROM MOVING ONTO ADJACENT PAVEMENTS OR POLLUTING WAiERCDURSES. THE CONTRACTOR SHALL PAY
PARTICULAR ATTENTION TO THE DUST AND DEBRIS CONTROL REDURE WENTS OF THE CONTRACT. THE OPERATIONS OF THE RUNWAYS, TAXIWAYS, AND ASSOCIATED NAVAIDS ARE ESPECIALLY SINSiTIVE
TO DUST AND DEBRIS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DUST CONTROL WITHIN THE CONSTRUCTION LIMITS AS WELL AS ALONG ANY ROADWAYS USED BY CONSTRUCTION EQUIPMENT
AND VEHICLES.
21. NO OPEN TOP DUMPSiERS ARE ALLOWED IN THE PROJECT AREA OR IN STAGING AREAS
22. EXISTING BENCHMARKS AND OTHER LAND MARKERS OR MONUMENTS LOCATED* WITHIN TIE UNITS OF CONSTRUCTION ARE TO BE MAINTAINED BY THE CONTRACTOR AND/OR RESET AFTER
CONSTRUCTION BY A REGISTERED LAND SURVEYOR.
23. SHIP DRAWINGS FOR ALL STRUCTURES AND MATERIALS TO BE USED ON THE PROJECT SHALL BE REVIEWED AND APPROVED BY THE CONTRACTOR AND SUBMITTED TO THE OWNERS
REPRESENTATIVE IN ACCORDANCE WITH THE CONTRACT DOCUMENTS PRIOR TO CONSTRUCTION OR INSTALLATION. ALL MATERIALS SHILL BE RELEASED FOR CONSTRUCTION OR INSTALLATION BY THE
OWNER'S REPRESEMATNE.
24. THE CONTRACTOR SHALL SCHEDULE INSPECTDNSI SAMPLING, TESTS, ETC. ASSOCIATED WRFC THE QC/GA TEST PROGRAM N ACCORDANCE WITH THE TECHNICAL SPECIFICATIONS.
25. ALL EXISTING FACIITES SHALL BE PROTECTED UNLESS SPECIFIED OTHERWISE EXISTING ITEMS DISTURBED BY THE CONTRACTOR'S ACTIONS OR ACTIVITIES AS WELL AS BY OTHERS, F IMPROPERLY
PROTECTED. MARKED, ETC. SHALL BE RESTORED TO THE SATISFACTION OF THE OWNER'S REPRESENTATIVE M ORIGINAL CONDITION WITHIN THE TIME FRAME DETERMINED BY THE OWNERS
REPRESENTATIVE AT THE CDNTRACTOR'S EXPENSE WITH NO AODRDONAL COMPEJCSATION. ALL CONSEQUENTIALL, RESTORATIONS AND C ORRWRONS ASSOCIATED WITH THIS REM SHALL AIM BE THE
RESPONSIBILITY OF THE CONTRACTOR.
26. WITHIN AND ADJACENT TO THE PROJECT LIMITS. THE CONTRACTOR IS RESPONSIBLE FOR KEEPING DRAINAGE INLETS CLEAN OF DEBRIS DURING CONSTRUCTION AND UNTIL COMPLETION AND FINAL
ACCEPTANCE
27. ANY TRENCH EXCAVATION AND ANY REQUIRED SHEETING AND SHORING SHALL BE PERFORMED IN ACCORDANCE WITH ALL. LOCAL, STATE. AND FEDERAL REGULATIONS FOR CONSTRUCTION AS WELL
AS FULLY COORDINATED WITH THE OWNER'S REPRESDIMATNE
28. IF SEEmG, SHORING OR DEWATERING INCLUDING WELL POINTS ARE NECESSARY AND UTILIZED, THE CONTRACTOR MUST MONITOR AND CONTROL ALL WORK THAT MAY CAUSE DAMAGE TO ANY
ADJACENT PROPERTY AND THE CONTRACTOR WILL BE RESPONSIBLE FOR ANY DAMAGE CAUSED BY SUCH WORK. THE CONTRACTOR IS ADVISED THAT ANY DEWATERNG WITHIN ONE MILE OF AN,EPA
SUPERFUND SITE, LANDFILL OR AREA OF CONTAMINATION REOURES A GENERAL OR INDIVIDUAL WATER USE PERMIT. IT IS THE CONTRACTOR'S RESPONSIBILITY M DETERMINE IF CONSTRUCTION UES
WITHIN THESE UNITS AND TO ACQUIRE ALL NECESSARY PERMITS. THE LOCATION OF KNOWN TPA SUPERFUND SITES, LANDFILLS, AND AREAS OF CONTAMINATION NEAR TIE PROJECT LIMITS ARE
ACCESSIBLE FROM THE FOLLOWING SOURCES:
-ENVRONMENiAL, PROTECTION AGENCY -NORTH CAROLINA DIVISION OF WATER QUALITY
SAM NUNN ATLANTA FEDERAL CENTER 16M MAIL SERVICE CENTER
61 FORSYTH STREET, SW RA SIGH. NO 27699-1628
MANTA, GA 30303-060 219-791-4200
1-800-241-1754 919-571-4718 (FA10
404-562-8174 (FAX)
29. TiE CONTRACTOR SHALL BE RESPONSIBLE FOR LEGAL OFFSITE DISPOSAL GF UNSUITABLE SOIL MATS U., ALL UNRY/DRUNAGE STRUCTURES AND PIPES, CABLES, DUCTS, CONDUITS, CONCRETE
RUBBLE, DEBRIS AND OTHER ABOVE OR BELOW GROUND STRUCTURES AND APPURTENANCES REMOVED WITHIN THE LIMITS OF CONSTRUCTION UNLESS OTHERWSE DEEMED SALVAGEABLE FOR
DELIVERY TO THE AIRPORT AS DETERMINED BY THE OWNER`S REPRESENTATIVE. NO MATERIAL SHALT. BE WASTED ONSITE UNLESS APPROVED BY THE OWNER'S REPRESENTATIVE
30. DEBRIS, WASTE AND LOOSE MATEERIAL. SHAD. NOT BE MEOWED ON ROADWAYS AND ACTIVE PAVEMENTS. IF OBSERVED TO BE ON ROADWAYS AND ACTIVE PAVEMENTS, THE MATERIAL SOUL BE
REMOVED IMMEDIATELY BY THE CONTRACTOR. THE OWNER'S REPRESEMATNE MAY DIRECT THAT DEBRIS PROBLEMS DURING CONSTRUCTION NOT CORRECiED BY THE CONTRACTOR BE CORRECTED BY
OTHERS AT THE EXPENSE OF CONTRACTOR. THE CONTRACTOR SHALL BE RESPONSIBLE TO KEEP THE PAVEMENTS ADJACENT TO THE WORK AREA CLEAR OF MY DUMB AT ALL TIMES.
31. RE CONTRACTOR SHALL MAINTAIN A UST OF HAZARDOUS MATERIALS OR CHEXMIGUS TO BE USED OR STORED ON THE JOB SITE THE CONiRAACiOR SHALL L PROVIDE EVIDENCE OF MATERIAL SAFETY
TRAINING
32. THE CONTRACTOR SHALL PREPARE SAFETY PLMS SPECIFIC TO DAYTIME AND NIGHTTIME CONSTRUCTION OPERATIONS, AS WELL AS A ODNIINGEENCY PLAN TO ADDRESS CASES OF ABNORMAL
FAILURES OR UNEXPECTED DISASTERS. THE CONTRACTOR SHALL ALSO PREPARE A DESTRUCTIVE WEATHER PLAN TO S T FORTH GENERA. GUIDANCE AND INFORMATION FOR THE CONTRACTOR TO
COORDINATE PREPAREDNESS PLANS WHEN DESTRUCTIVE WEATHER THREATENS THE AIRPORT. THE DESTRUCTIVE WEATHER PLAN FORM IS PROVIDED IN THE SPECIFICATIONS.
33. lHE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING CONSTANT COORDINATION BETWEEN THE SUBCONiRACTORS IN ADDITION TO COORDINATION WITH THE OWNER'S REPRESENTATIVE. ALL
CONSIRIJCIION ACTIVITIES PLANNED BY THE CONTRACTOR SHALL BE REVIEWED AND APPROVED BY THE OWNER'S REPRESENTATIVE
34. ALL BORROW, STOCKPILE STORAGE, AND HAUL ROUTE AREAS, SILL BE RESTORED BY THE CONTRACTOR BY 7OPSOIUNG AND SEFDNG PER THE SPECIFICATIONS. THIS WORK WILL BE CONSIDERED
INCIDENTAL TO THE PROJECT.
84 LUMBER
PROJECT AREA
CONTRACTOR STAGING AREA
CONTRACTOR HAUL ROUTE
DOSTING TREEL]NE�
DOSTING PROPERTY LINE
DOSTING RAILROAD TRACKS
-/
■■* IN IN V
■ ■
CONTRACT LAYOUT PLAN
HAUL ROUTE NOTES
1. LOCATION OF HAUL ROUTES ON THE AIRPORT SITE SHALL BE AS SPECIFIED ON THE PLANS OR AS APPROVED BY THE OWNER'S REPRESENTATIVE IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY
TO COORDINATE OFF -SITE HAUL ROUTES (STATE HIGHWAYS, COUNTY ROADS OR CITY STREETS) WITH THE APPROPRIATE OWNER WHO WAS JURISDICTION OVER THE AFFECTED ROUTE ON -SITE HAUL
ROUTES SHALL BE MAINTAINED BY THE CONTRACTOR AND SHALL BE RESTORED TO THOR ORIGINALLY CONSTRUCTED CONDITION UPON COMPLETION OF THE PROJECT. THE BEFORE AND AFTER
CONDITION OF ON -SITE HAUL ROUiiS SHALL BE JOINTLY INSPWTED AND DETERMINED BY THE CONTRACTOR AND THE OWNER'S REPRESENTATIVE FENCING, DRAINAGE, GRADING, DRAINAGE PIPE AND
OTHER MISCELLANEOUS CONSTRUCTION REQUIRED TO CONSTRUCT TEMPORRARY HAUL ROUTES OR ACCESS POINTS ON THE AIRPORT WILL BE THE CONTRAI' _lUTAL RESPONSIBEI Y AND SHALL
BE APPROVED BY THE OWNER'S REPRESENTATIVE PRIOR TO THE WORK. PHOTOGRAPHS AND A VIDEO OF THE HAUL ROUTES SPECIFIED BY THE PLANS MUST BE PROVIDED BY THE CONTRACTOR
BERME AND AFTER CONSTRUCTION TO AIRPORT OPERATIONS. THE CONTRACTOR 15 RESPONSIBLE FOR REPAIRING ANY DAMAGE TO HAUL ROUTES RESULTING FROM CONSTRUCTION TRAFFIC AT THE
CONTRACTOR'S EXPENSE WiTH NO ADDITIONAL COMPENSATION.
2. THE CONTRACTOR SHALL PROVIDE AND INSTALL ANY DRAINAGE PIPE NECESSARY TO ENSURE THAT ANY HAUL ROUTE/SITE ACCESS CONSTRUCTION. SHALL NOT CREATE ANY PONDING WATER OR
RESTRICT THE DOSTING DRAINAGE FLOW PATTERN. AT END OF PROJECT CONTRACTOR SHALL RESTORE ALL GRADES, PER DESIGN PLANS, AND REMOVE ALL TEMPORARY DRAINAGE PIPES AND
FACILITIES AT NO ADDITIONAL. COST TO OWNER
r� -L -
Doof
fit, :0
ECEIVE
JAN 2 4 2013 2-
By. 500 0 500 1000
GRAPHIC SCALE
( IN FEET)
R •
IMPROYINO YOUR WORLD
RSdH AmhltactlEnglnnnsflinneni, Inc.
8601 SIC FORKS ROAD
e■1E 26o
RALOON, NO Ba61S
S16-S4"701 FAX IMS-846-9080
www.nmdh.eom
NB LICENSE NO&
50079 • F•040 . 0-28
`j.
InI
WILMINGTON
INTERNATIONAL AIRPORT
CONSOLIDATED RENTAL
CAR FACILITY
TDLMDNRTON, NORTN CAROLINA
CONSULTANTS
.50073
�'4ALOTtfd�'
REVISIONS
■KSCXHPTION DATE
DATE 188111RIA JANUARY 1% 2010
wemewen BY. MJS
DRAWN By. TRM
DWOM Will. KNH
AEP PROJECT NUMBER
209-2575-000
_mLam
SUET TITLE
COM ACT
LAYOUT PLAN
AND
GE NEIM NOTES
EXEET NUMBER
0101
100%
PERMIT/ BIDDING

1
JAN 14�o
50 0 50 100
GRAPHIC SCALE
(IN FEET)
IMPROVING YOUR WORLD
aH Amh"Enalnftr54ftnmm In
8001 SIR FORKS ROAD
SUITE no
RALEIGH. NO 27OW
919.846-6701 FAX 9W-848-9080
RR11l4NIm1AAe
NC Lr.FAS8 Rail.
60078 . "498 . 0.28
ON
WILMINGTON
INTERNATIONAL AIRPORT
CONSOLIDATED RENTAL
CAR FACILITY
WUMMT014 NORTH CAROLNA
CONSULTANTS
own#
GepQ��o
,� mm
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S0073
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REVISIONS
NIL DESCRIPTION DATE
DATE UISUE0. JANUARY 1% 2018
REWEED 9Y, xx
DRAWN RYJ xx
DESIOIED BY. xx
AEP PROJECT NUMER
203-2575-000
wx,anN
OHM TITLE
EXISTING
DRAINAGE
BASIN MAP
BHEET MMER
C120
100%
PERNT/ BIDDING

LEGEND
0 PROPOSED LIGHT DULY ASPHALT
0 PROPOSED HEAVY DULY ASPHALT
0 PROPOSED CONCRETE PAVEMENT
FUTURE PAVEMENT
FLOW NtROW
JAN 141013
BY.
�o
ti
50 0 50 100
GRAPHIC SCALE
( IN FEET)
IMPROVING YOUR WORLD
X Arehimcm-En heels-Pmnnel9 hl
0601 SOX FORKS ROAD
SUITE E00
RAL84K NC .7016
919-546-6701 PAX 019-846-0050
.e/Ndemilho 11
NC UCENSE Has.
60079 • F-0483 • C-20
WILMINGTON
INTERNATIONAL AIRPORT
CONSOLIDATED RENTAL
CAR FACILITY
WLMB10T01& NORTH CAROLINA
CONSULTANTS
OS4DYASB/0
CA OZ
SE i o
X
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AS s. S�-�'o°°
ooa�
5-073
REVISION$
DESCRIPTION DATE
DATE OVADi JANUARY H. son
REVIEWED BY. XX
DRAWN Sri XX
DEs10HW BY. XX
AEP PROJECT NUMBER
203-2575-000
NL 2-
SHEET TITLE
PROPOSED
DRAINAGE
BUM "ll,
SHEET NUMBER
C121
100%
PERMIT/ BIDDING
M,

LEGEND NOTES:
I — — PROPOSED GEOMETRY
0
E%ISONG TELEPHONE PEDESTAL
®
ETISTING PECAN TREE
LIMITS OF TREE REMOVAL
EXISTING TELEPHONE WITNESS POST
O
EXISTING CUM TREE
i LIMITS OF TOPSOIL STRIPPING
gF
DOSTING ELECTRICAL BOX
EXISTING MAGNOLIA THEE
— FC EXISTING UNDERGROUND FIBER CPRC LINE
DUSTING DRAINAGE PIPE
FASTING MAPLE TREE
— E EXISTING UNDERGROUND ELECTRICAL LINE
EXISTING DRAINAGE MANHOLE
EXISTING PINE TREE
— w EXISTING UNDERGROUND WATER LINE
EXISTING DRANAGE NLEr
— ss EXISTING SAWEARY SEINER LINE
EISTNG DRAINAGE FLARED END SECTION
— T EMS= UNDERGROUND TELEPHONE LINE
EXISTING RIP RAP
— • • EXISTING PROPERTY LINE
.
DOSING EDUARD
A EXISTING RITE HYDRANT
a
EXISTING SIGN
D$v EXISTING WATER VALVE
v uAr
EXISTING TREEUNE
11 EXISTING WATER METER
Q Hw
ETDSTING MONITORING WELL
® EXISTING SANITARY SEVER MANHOLE
1. LIMITS OF TREE REMOVAL INCLUDE ALL AREAS
THAT REQUIRE HERW BRUSH REMOVAL ISOLATED
TREES THAT EMST WITHIN THE TOPSOIL STRIPPING
LIMITS WILL ALSO REQUIRE REMOWL.
2. B- TOPSOIL SRtIMNG IS REQUIRED WITHIN THE
TREE REMOVAL. UNITS SHOWN.
3. SIGNIFICANT AND REGULATED TREES ARE SHOAT)
AS A REFE1010E. MUIR TO SIGNIFICANT AND
REGULATED TREE SURVEY ON SHEET G2D3 FOR
ADDITIONAL SURVEY INFORMATION.
4, SIGNIFICANT TREES LOCATED ALONG HALL DRIVE
THAT ARE NOT N DIRECT CONFLICT WITH PAVING
OR GRADING OPERATIONS SHALL REMAIN. REFER
TO LANDSCAPING PLANS FOR ADDITIONAL
INFORMATION.
M�
.TAN 2 4 2013 J
�y N
2O
s
50 0 SO 100
GRAPHIC SCALE
(IN FEET)
R&l .
fMPROVMRO YOUR WORLD
RSAH ArchHcetc Englne m4gmnuw%Inm
9801 SIX FORKS ROAD
SUITE 200
RALOW. NO 27515
91WB46.6701 FAX [phone]
wwwimauftc®
wC Lmmm rag.
90079 . F-0409 . C-20
WILMINGTON
INTERNATIONAL AIRPORT
CONSOLIDATED RENTAL
CAR FACILITY
WLLMNSTON, NORTH CAROUNA
CONSULTANTS
I
Di�
N
REVISIONS
NO. DESCRIPTION! DATE
DATE ISSUES, JANUARY +t, 2018
REVIEWED- BY, MJS
CRATM 0% TRr
DENOTED By. KRIN
AEP PROJECT NUMBER
203-2575-000
wmoimc
I
SHEET TITLE
SITE M EAMIS
MM DROLITION
PLAN
SHEET NUMBER
C201
1009E
PERNT/ BIDDING

S
I 11
j 1 PC .
I 9 10+57 98
D ET: 244.33 L
i MATCH EXISTING
\ MOPOSED FENCE
STA 11+44.001
L - OFFSET. 200.01 L
LPTT
2 LSTA 11+mw
0410 I OFFSET: 197.33
STA 11+71.00
i OFFSET: 183.33 L
PI
OFFSET: 137.00
x x x x x x x x x x x. x x x
PROPOSED FENCE j
x A 11+44,00 OFFSET: 28OZO L c 467.13T
_ EDGE OF PAVEMENT
PT '-STA 12+01.00
x STA 12+01. CiFF`ET 293.83 L
OFFSET' 222.35 L
PROPOSED FENCE POINTS
` N
P1, P I 1111+49.00 tA.WL
F P1 +68.08097L P12 11+77M 1SU7L
P13 11+77M 20000L
4;A.
00FSET: 197.33 L ACCESS (XIffr aL
L REFiREN CE PST
A 11+7753
f1+76.00 OFFScTo 480.33 L
SET: 163,33 L SEE NOTE
ETTA. 12+01.00
OFFSET. 135.33 L
SEE MCWTEC?LRAL OftAWUiCS
FOR SIDEYYALK wTAILS-.
EhIiERPRSE REFERENCE POINT
PROPOSED FFE-29-45' (AT MAINT. Hair)
SEE NOTE
STA 15+57.38 _
OFFSET: 233.46 L
-x
x x-
EDGE OF PAVEMENT
STA 16+58.87-
OFFSET: 253.83 L \
1lr,i
I-j
-x
PROPOSED FENCE
x A 16+81.58
OFFSET: 280.89 L
BOLLARDS TO BE PLACED
4' D.C. MAX AROUND EDGES OF
PROPANE PAD
THAT ARE AAIACEN( TO ASPHALT
PAVEMENT. SEE CML DETAL
SHEETS FOR BOLLARD DESIGN.
j x
,.
�• 7 10 IR TWNG ISL11N008-j` �1. 1 ...
Ir ISM .I , EDGE OF PAVEHID aPC OFFSET: 145.00 L
STA., 12+01.00 �
e=A': tON.83 L x
I • � FFSETd 132.25: L OFF 1 PC
1 MATCH EXISTING A 11+48.00 - - -
I QC x OFFSET- 13IL33 L EDGE OF PAVEMENT
BOLLARDS TO BE PLACED STA•11+10.0 EDGE OF PAVEMENT HERTZ REFERENCE POINT STA 16+58.
4 O.C. MAX NOUN) FRONT AND OFFSET: 90.09• L PT A 12+01.00 eA PROPOSED FFE-29.45- (AT MAINT. BAY) OFFSET- 106M L
SIDE EDGES OF FUEL PAD. I A 11+48.00 OFFS
73M L T+ SEE NOTE EDGE OF PAVEMENT x
//�T STA 18+58
SEE RD DETAIL I I :1 OFFSET: 42 00 L / OFFSET 1535 33L OFFSET: 73.50 L
SHEER FOR BOLLARD DESIGN. : 20.0' (4 - --- - - - - ---
I DOURLI� SWING`GATE I ��+�49 p�p� /- � PC12+01.OD � n
I
LOCATE AT MIDPOINT OF OFFSET: 41.87 L /T 42,00 L
kq FUEL'P. /BOLLARDS TO BE PLACED
PROPOSM FENCE PONRS SEE ARCHfTECTURAI DRAIN
k-T-- - I FOR SIDEN4.0 1:ETRL3 PROPANE PAD
ARGUING EDGES OF
j BEGINLNMENT PD 17++ ,00 41.L7 R �' THAT ARE ADJACE)(r TO ASPHALT
�- PIS 11+58.00 19.57 R
PAVEMENT. SEE CNL DETAIL
ZN
STA 1 +00.00E P7 11+7753 19.6T R SHEETS FOR BOUIRD DESIGN.
Ft592 0.� t P8 11+77.53 19.6E L x
2 25.24PO 91+BBJX1 19.K.° L
+78ADSTA. 11+71, OFFSET: 17.00 L_0--• 17.00 L 1�+� - 13+t1D - 14+m - - 16.00 - m 18+ 17+00
PT PC `-- - -ACCESS GONT%OL ..- -- --F- - - + zS0' ¢ + x .
i I t m ST 51+77, A 11+76D0 REFERENCE FONT
FU TANK PAD ! - h y �•O 17_1 ^FFSEr. 17M R STA. 11+'7.5.5 E�JHE ALIGNMENT• � k
i S� 1 D 95.9R i 1 F y SOFFSEP EE 0.00 g? �. 35.0'_ 47
PEENW7 2 II i ! y' PT I -
( t' 'I 12+01,00 x
OFFSET' 12.M R
5
FUTURE FUEL - i SDL 14+97. _
TA (NI 4 5.a' OFFSET: Z641) IS I
PC
x A 11+46.00 (y - - - -
I ST' 11+16 OFFSET. 42.00 R \ _'EDGE OF 1.0OdENi THRIFT' REFERENCE POINT
F11 I OFMV. 70.9r� R `OFFSET 73 60 R PROPOSED FFE-29 24' EDGE OF PAVEMENT
STA. 16+58. PROPOSED FENCE
STA 10+5B.1J3 I PROPOSED FENCE �i' MOTE 4 OFFSET: 73 50 R / STA 16+81 58
OFFSET. 113.05 R ry
A 11+49.00 EDGE OF PAVEMENT SiA 14+88 37 x OFFSET* 100 20 R
MATCH DfIS71NG I OFFSET: 119.50 R�A 12+01.00 - - -- LFI Ix [ OFFSET: 108.83 RSET: 127.21 R X X PROPOSED FENCE
STA 1.riN1.W _�---A 16+20.588 OFFSET: 100.20 R
� �1' OFFSET: 559.1E R x
SEE ARCHITECTURAL oRAWUBST
STA. 11+45, •` '
4i- fi)N SIDEWALK DETA$$'
PC
PC
3 PROPOSED FE110E POINTS
� aFFSET: t19_n R � EDGE OF PAVEIIENIT
j E A -� I A 15+9792
A. 10+19,85 PT P1 11+15.24 180-1338
OFFSET: 106.83 R
`STA. 11+75.99 P2 11+7753 180.83 R BOLLARDS TO BE PLACED
OFFSET: i 37.83 R P3 11+7753 141,50 R I I PC OFFSET: 144.1E R I 4' O.C. MAX AROUND EDGES OF
STA. 11+71-CFFSET: 144.1E R �'7 P4 14+68.110 14i.5UR •. 25.pI THAT AREPRDPME PAD
AIXACEWT TO ASPHALT
ACCESS CONTROL � PAVEMENT. SEE CIVIL. DETAIL
RFFERd4CE POINT + ? �+, 4• 4T I 55.0' SHEETS FOR BOLLARD DESIGN.
. �, ( X x 2 �-Srti 11+7753 BE PLACED 4' D,C, MAT( R I
OFFSET• 161.17 R AROUND FRONT AND SIDES OF FUEL PAD. r� x
STA 11+76. SEE NOTE 1 SEE CML DETAIL SHEETS FOR ,
E -4
$J x OFFSET: t78.t7 R iOliARO DESICNL A 6, D7`Jj�.. I`I
b'T OFFSET: 121.00 R o S, ! I
I STA1 00
t1+Oz.9 Pf-- --- L
OFFSET$ 178.17: R STA. 12+01 '� EDGE OF PAVEMENT F11E�C TANK-'- x
OFFSET: 203.1E R A 12+01.00 - �, , STA 14+36 0� EDGE OF PAVELIEMT 0
FAF,�
f I MATIHER E2 3.17 R 10+57.98 I _ AFFSEj:•21487 R _ o OFFSET: 214.8E R 1T i SET 214.679 I I PROPOSED tWCE
III SEE NOTE 2 OFFSET: 214.8E R
PROPOSED FENCE \
A 11+15 24 5-E =NG PRDPERiY LINE A 10+20.58
OFFSET: 25244 R 39T _ - -- - -- • . - - .. - .. - , - x Oe7SET: 252.44 R
1 ' I X X X X X X X x x x X X X X X X .. _
LEGEND NOTES:
1. ACCESS CONTROL REFERENCE POINT LOCNIM BY STATION NO OFFSET FROM SITE BASELNE SEE CIVIL 20
f PROPOSED LIGHT DUTY ASPHALTE1WNG UNDERGROUND FIBER OP IC LINE EXISTING FIE HYDRANIT EXISTING ELECTRICAL BOX DETAIL SHEET C503 FOR DETAILS'AND DIMENSIONINGA
13
---� PROPOSED HEAVY DUTY ASPHALT EXISTING UNDERGROUND ELECTRICAL LINE EXISTING WATER VALVE EXISTING DRAINAGE PIPE 2. SOUTH CORNIER (BOTTOM LEFT OF PLAN MEN) OF EACH FUEL TANK PAD WAS SEEN LDCATED BY S A71ON y
0 PROPOSED CONCRETE PAVEMENT DOSING UNDERGROUND WATER LINE EXISTING WATER METER EXISTING DRAINAGE MANHOLE
AND OFFSET FROM HE SiTE BASELINE: SEE CIVIL DETAIL SHEETS FOR DIMENSIONING.
-x- PROPOSED FENCE EXISTING SANITARY SEWER LINE EXISTING SANITARY SEWER MANHOLE EXISTING DRAINAGE INLET 3. CONTRACTOR SHALL INSTAL FERdNG AROUND PERIMETER OF LARGER FUEL TANK PAD LOCATED ADJACENT 30 0 30 60
o PROPOSED ENTRANCE TEETH EXISTING UNDERGROUND TELEPHONE LINE EXISTING TELEPHONE PEDESTAL ElOSIING DRAINKXi TO THE ACCESS ROAD. SEE CIVIL DETAIL STEEDS FENCING DETAILS.
AGE FLARED END SECT
4, BUILDING REFERENCE POINTS ARE TAKEN FROM THE OUTSIDE EDGE OF THE BUILDINGS CMU WALL (NOT
EXISTING PROPERTY LINE EX6TINC TELEPHONE WITNESS POST EXISTING RP RAP THE BRICK �ACADq, ELEVATIONS CORRESPOND TO ELEVATION 100'-0' ON ARCKDECNRAL DRAWINGS AND
GRAPHIC SCALE
♦or rweu wiurruiwe ew nmeurn e. MD ., .,,......� f I N F F F T 5
RSN.
IMPROVING YOUR WORLD
RSSH Aahlbeb•En9ln-nF4ftnnn, Inc
8001 S0f FORKS ROAD
SUITE 200
RALMOK NO 27OW
519-544-6701 PAX 51"40-9090
NO LICEIRSB NOS.
90079 F046e C-Ea
1�
�i
i
WILMINOTON
INTERNATIONAL AIRPORT
CONSOLIDATED RENTAL
CAR FACILITY
MILtN MMK NORTH CAROLNA
CONNILTANTS
a
0
�$sS 4a /ti9B9( 5007 1
9�
0
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REVISIONS
N0. DESCRP710011 DATE
DATE IBBIIEN JANDARY 1% BOq
Rffyayw BY, LLN
DRAWN BY, TWIN
DESIOIED BY, Ken - ---
ASP PROJECT NUI®BR
203-2870-000
wcoman
SLEET TITLE
SiTE LAYOUT
2EDMETRY
PLAN
SHEET NUYBER
C301
100%
(PERMIT/ BIDDING

95' LF 247 CL III , RCP O 0)x
I
I
41 1 NSF 7gT R%P
I I
I
4
yl`
II tu4 I I I
o
_' I
I
I' I[��(AL�-. I PRO
FUt]JII TO PRAIN, 1
1 111ISEE N972.i
11I I
I
L.I I
I
• i I' I I I
I1 II
10
I
00 I 1 1 I
I
I I I I I
I,I I.I I
I I I`I I
I.I III I
1.11.1 1
I III I
I LLI
IIII I
II II
"3
I
I I I.I I
I I I I
I I
I.I
I I I I
I I I I
I
III I
III.
11.1 s
1
I�
III I I
95' LF 24- CL Ij II-0.3t1L
I II I, I
1
III III;
N II
I IF I
I
-
I
' iII
INSTALL RU
41
RIP -RAP AT HEADWALL
UNCOVER AND UNPLUG EXISTING48
RCP. CONSTRUCT NEW 48' HEADWALL
�I c.7:a►
'IjI
r
I
lli.v
F1 : • •
II ICI,
o as
E
}
I I
I
0, e
I ' 0D
I ;
C- ;
I
t,
BLE r --
_N I
W27951
c:
at
27.70,
27, 27
0 PROPOSED ASPHALT PAVEMENT
-27,00- PROPOSED MAJOR CONTOUR (.S')
PROPOSED MINOR COUNTOUR (.11
-27.00- EXISTING MAJOR CONTOUR (1')
EXISTING MINOR CDNMUR (,51
EXISTING PROPERTY LINE
-029.26
2
C4,0
� lb I F
I � ,` � ( �� Via• - r�� � I j
.>.
I \ zQ
I �/wLt
+00 1 + A' i6+ 17+DO o III
- - 0- •- • __ __ - ' ICI� ` 18+00
I
I\• \ 11 1 I r 9y0 m I I
II
L 1
25,w - 27.
-27.00
717
e� ry I I
Ir
II
to IA 25 3
• L � � j • PY9.OB � C4,1 -a8 � y I
a40
-1 Y------ ---I -- - --_
NOTES: -J�
- - -- 1 H
SERIES)TR SITE CROSS SECTIONS. SHEETS ( 100
SHEET C410 AND C411 FOR PARgNG LOT AND DITCH
PROFILES. REFER TO CROSS SECTIONS EFTS CX
-----, -�- - =- --- 2. CONTRACTOR TO GRADE PROPOSED FUELING PADS TO
-29.00-
��� � AWAY THE CENTER E PAD. HOLD
EXISTING 12" RCP Y �3O - - _ _ - - - - - - _ ATIONS AT THE CO OF THE PAD.
_ ,.--29.00- -.
STRUCTURE TABLE (CONR'_1
END
NCDOT
PIPE
INVERT
RIM
LENGTH
SLOPE
STRUCTID
PIPESIZE
STATION
OFFSET
SECTION
SECTION
CLASS
ELEV.
ELEV.
%
SW-1
U ENDWALL
310.03
2411
III
23.89
27.10
11+70.00
2075 L
54
100%
SW-2
U ENDWALL
310.03
24"
III
23.35
27.10
11+70.00
153.5' L
SW-3
U ENDWALL
310.03
24"
III
22.97
27.13
31+70.00
27.0' L
54
0.30%
SWA
U ENDWALL
310.03
24"
III
22.81
27.13
11+70.00
27.0' R
SW-S
ENDWALL
838.01
DBL24'
III
22.49
27.05
11+70.00
135.33'R
SW-6
ENDWALL
838.01
DBL24"
I III
1 2.2.33
27.05
ll+70.00
189.33'R
STRUCTID
END
NCDOT
PIPESIZE
PIPE
INVERT
RIM
STATION*
OFFSET*
LENGTH
SLOPE
SECTION
SECTION
CLASS
ELEV.
ELEV.
(FT)
K
SW-7
ENDWALL
310.03
W.
III
24.09
28.00
10+72.92
211.33' R
95
0.31%
SW-S
MANHOLE
310.03
N.
III
23.80
28.00
10+73.04
116.33' R
SW-9
U ENDWALL
310.03
24"
111
23.21
27.95
10+73.35
138.50' L
95
0.27%
SW-10
U ENDWALL
310.03
24"
III
23.47
27.95
10+73.46
233.50' L
SW-11
ENDWALL1
838.01
48"
N/A
21.89'
29.50
1 N/A
I N/A
N/A
N/A
a l n uvly e,n v a.rro� u I MNC14 n l III V CR I LuW I IUIV, I-ICLU V CKII-T tAIb I INCi YIPt I N V tH I AND LOCATION
�O
ti
30 0 30 60
GRAPHIC SCALE
(IN FEET)
R&l.
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RUN Arehftw%-Enpn-Plenron, Ina
8601 SDI FORKS ROAD
SURE 260
RALENIq NO 27615
21S-S18-67011 FAX 91"4"OBO
. joa ISIAnm
NO LICENSE NDB.
00019 • V-u"b • O-=
,I
i
WILMINGTON
INTERNATIONAL AIRPORT
CONSOLIDATED RENTAL
CAR FACILITY
WILNNIGTONI NORTH CAROLINA
CONSULTANTS
vy
V
�Nrealr�ea>
REYISIONB
NO. DESCRIPTION DATE
DATE WOMEN JANUARY 1L 2018
REIN:WED BY. MJB
DRAWN BY, KBX
MIME) NY. NNN
AEP PROJECT NUMBER
203-2075-000
warm
SSHMIIT TTMEE NMWQ M
DRNME PUN
SHEET NU M
C401
100%
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—
23
— —
—
s-
CRUSHED
REGATE
28
BAN
COURSE
J
ip
Pi
24
nN
^03
m$
o
39
88
1-'N
N �N
N
niN
rvN
wIN
^
N �lV
400.00
.00
-
-2D0.00
-150.00
-100,00
DAO
OA
100.
150.0
.00
TO
300.0
J00
33
32
31
30
29
2B
27
26
25
i1 TYPICAL PAYENT SECTION 1
c4tiv scumm m m
1.011
POUR 51
11+12
FMSTA -
10+BB31
PW El"
K
27.312
UTY
IWO DUTY
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NEW HANOVER COUNTY
PIN# R04200-OD1-025-ODO
1. THIS PROJECT REPRESENTS AN EXTENSION OF A STORMWATER CONVEYANCE PIPELINE TO CARRY RUNOFF FROM THE PROPOSED CAR RENTAL FACILITY TO EXTENDED DRY DETENTION BASIN NO. 1. THE DESIGN AND PERMITTING OF THE PROPOSED CAR RENTAL FACILITY IS BEING PERFORMED BY OTHERS.
2. IT IS ANTICIPATED THAT DEWATERING, POSSIBLY INCLUDING WELL POINTING, WILL BE REQUIRED TO COMPLETE THE STORM WATER CONVEYANCE PIPE LINE ALL COSTS FOR DEWATERING SHALL BE INCLUDED IN THE UNIT BID PRICES FOR PIPE AND STRUCTURES.
3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR EVALUATING SOIL AND GROUNDWATER CONDITIONS, AS WELL AS UTILITY AND ROADWAY CROSSINGS, IN DETERMINING THE REQUIREMENTS FOR EXCAVATION SUPPORT AND DEWATERING. ALL COSTS FOR EXCAVATION, BEDDING, BACKFILL, EXCAVATION SUPPORT, UTILITY
SUPPORT/PROTECTION AND DEWATERING SHALL BE INCLUDED IN THE BID UNIT PRICES FOR PIPE AND STRUCTURES.
4, ROADWAY RESTORATION WILL BE MEASURED AND PAID PER EACH PIPE LINE CROSSING, TO INCLUDE ALL AGGREGATE BASE COURSE, BINDER COURSE PAVING, SAW CUTTING, MILLING, SURFACE COURSE PAVING AND PAVEMENT MARKINGS. THE ITEM ALSO INCLUDES LANDSCAPE RESTORATION.
5. ALL REINFORCED CONCRETE PIPE SHALL BE CLASS III CONFORMING TO ASTM C76, AND SHALL BE TONGUE AND GROOVE STYLE WITH PLASTIC GASKETS. ALL JOINTS SHALL BE WRAPPED WITH GEOTEXTILE FABRIC.
6. ALL CAST -IN -PLACE CONCRETE SHALL CONFORM TO THE REQUIREMENTS OF ITEM P-610 OF THE PROJECT SPECIFICATIONS AND SHALL HAVE A 28-DAY COMPRESSIVE STRENGTH SHALL OF 4,000 PSI. THE CONCRETE SHALL BE AIR ENTRAINED.
7. ALL DRAINAGE STRUCTURES SHALL CONFORM TO NCDOT STANDARDS WHERE NOTED. PRECAST MANHOLE STRUCTURES SHALL CONFORM TO THE REQUIREMENTS OF ASTm C476 AND SHALL BE SUITABLE FOR AASHTO H2O WHEEL LOADINGS. STRUCTURES SHALL BE RECTANGULAR PRE -CAST OR CAST -IN -PLACE STRUCTURES.
SHOP DRAWINGS AND STRUCTURAL COMPUTATIONS PREPARED AND SEALED BY A NORTH CAROLINA PROFESSIONAL ENGINEER SHALL BE SUBMITTED FOR ALL PRECAST AND CAST -IN -PLACE STRUCTURES EXCEPT THOSE CONFORMING ENTIRELY TO NCDOT STANDARD DRAWINGS.
5. ALL PIPE -TO -PRECAST STRUCTURE JOINTS SHALL BE MADE USING BRICK AND MORTAR MASONRY.
9. EXISTING UTILITY ASSETS HAVE BEEN DEPICTED ON THE PLANS BASED ON GROUND SURVEY AND AVAILABLE DATA NO WARRANTY IS MADE AS TO THE COMPLETENESS OR ACCURACY OF THE UTILITY INFORMATION SHOWN ON THE PLANS. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR LOCATING, IDENTIFYING AND
PROTECTING ALL UNDERGROUND AND OVERHEAD UTILITIES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING AND/OR CAUSING THE REPAIR OF ANY UTILITY DAMAGED BY HIS OPERATIONS AT NO COST TO THE AIRPORT. THE CONTRACTOR SHALL FOLLOW NORTH CAROLINA ONE -CALL CENTER PROCEDURES AND
SHALL ALSO RETAIN THE SERVICES OF A PRIVATE UTILITY LOCATING SERVICE IF NEEDED_
10. ALL CONSTRUCTION VEHICLES AND EQUIPMENT SHALL BE LIGHTED AND/OR FLAGGED IN ACCORDANCE WITH THE REQUIREMENTS OF FAA ADVISORY CIRCULARS 150/5370-2E AND 150/5210-59. COPIES OF THE ADVISORY CIRCULARS WLL BE PROVIDED UPON REQUEST.
11. THE CONTRACTOR SHALL MAINTAIN A WATER TRUCK ON SITE AT ALL TIMES TO CONTROL DUST.
,Z THE CONTRACTOR'S PERSONNEL, SUBCONTRACTORS AND SUPPLIERS ARE PROHIBITED FROM ENTERING THE SECURiTY PERIMETER OF THE AIRPORT. THE CONTRACTOR SHALL FAMILIARIZE HIS PERSONNEL, SUBCONTRACTORS AND SUPPLIERS WITH AIRPORT SAFETY AND SECURITY CONSIDERATIONS, SHALL FULLY COOPERATE WITH
AIRPORT AND TSA SECURITY PERSONNEL, AND SHALL IMMEDIATELY REPORT ANY SUSPICIOUS ACTIVITY TO THE AIRPORT PUBLIC SAFETY OFFICE.
13. WILDLIFE ACTIVITY (INCLUDING BIRDS AND MAMMALS) REPRESENTS A HAZARD TO AIRCRAFT OPERATIONS. THE CONTRACTOR SHALL CONTROL STANDING WATER AND FOOD LITTER SO AS TO AVOID ATTRACTING WILDLIFE TO THE SITE
14. ALL CONTRACTOR, SUBCONTRACTOR AND SUPPLER VEHICLES SHALL BE MARKED WITH THE FIRM NAME AND TELEPHONE NUMBER.
15. THE CONTRACTOR AND ALL SUBCONTRACTORS SHALL PROVIDE PRIMARY AND BACK-UP CONTACTS (INDIVIDUALS) WITH 24-HOUR PHONE NUMBERS FOR RAPID RESPONSE TO EMERGENCY SITUATIONS.
16. ALL DISTURBED AREAS NOT OTHERWISE STABILIZED SHALL BE FINE GRADED TO DRAIN, DRESSED WITH TOPSOIL FROM ON -SITE STRIPPING OPERATIONS, SEEDED AND MULCHED. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ACHIEVING A GOOD STAND OF PERMANENT GRASS.
17. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CONTROLLING DUST, DEBRIS, AGGREGATES, LITTER, ETC. SO AS TO AVOID NUISANCE TO AIRPORT EMPLOYEES, TENANTS AND CUSTOMERS. THE CONTRACTOR SHALL MAINTAIN A NEAT AND ORDERLY WORK SITE SO AS TO NOT UNDULY DETRACT FROM THE AESTHETIC APPEAL OF
THE AIRPORTS VEHICULAR APPROACH. THE CONTRACTOR SHALL ALSO MAINTAIN TRAFFIC CONTROL MEASURES IN GOOD CONDITION AND PROPER POSITION THROUGHOUT THE PROJECT. A DAILY START-UP AND SHUT DOWN CHECKLIST IS INCLUDED IN APPENDIX F OF THE SPECIFICATION BOOKLET.
1& CONTRACTOR SHALL BE RESPONSIBLE FOR OFF -SITE DISPOSAL OF ALL SURPLUS SOIL AND OTHER ORGANICS MATERIALS. CONTRACTOR SHALL PROVIDE SILT FENCING AROUND STOCK PILES WHICH SHALL BE SHAPED TO DRAIN, SEEDED AND MULCHED.
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TO ATER PERMIT MODIFICATION &
PIR]F1—TREATMENT DEsTGN
NOTICE REQUIRED
ALL EXISTING UNDERGROUND UTILITIES SHALL BE PHYSICALLY LOCATED PRIOR TO THE BEGINNING OF ANY
CONSTRUCTION IN THE VICINITY OF SAID UTILITIES.
CONTRACTORS SHALL NOTIFY OPERATORS WHO MAINTAIN UNDERGROUND UTILITY LINES IN THE AREA OF PROPOSED
EXCAVATION AT LEAST TWO WORKING DAYS, BUT NOT MORE THAN TEN WORKING DAYS PRIOR TO COMMENCEMENT
OF EXCAVATION OR DEMOLITION.
CONTACT "CAROLINA ONE CALL" AT
1-800-632-4949
CONTACT THESE UTILITIES
NEW HANOVER COUNTY PLANNING & INSPECTIONS CAPE FEAR PUBLIC UTILITY AUTHORITY (WATER & SEWER)
PH: 910-798-7165 ATTN: FRANK STYERS
PH: 910-332-6670
PIEDMONT NATURAL GAS PROGRESS ENERGY
PH: 910-799-7185
PH: 1-800-632-4949
EMERGENCY DIAL 911
BELL SOUTH
POLICE - FIRE - RESCUE PH: 1-800-632-4949
TIME WARNER CABLE
PH: 910-763-4638
OCTOBER 2012
RID
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910-341-4333
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ENGINEER (CIVIL):
PARAMOUNTE ENGINEERING, INC.
5911 OLEANDER DRIVE, SUITE 201
WILMINGTON, NORTH CAROLINA 28403
ATTN: CHRIS`MILLIS, P.E. [phone]
SHEET INDEX
SHEET NUMBER
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NC License #: C-2846
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PROJECT # 12212.PE
FINAL DESIGN - NOT RELEASED
FOR CONSTRUCTION

EROSION CONTROL AND SEQUENCE OF CONSTRUCTION NOTES:
COORDINATION NOTES:
Seeding Mixture
NOTE: THESE EROSION CONTROL AND SEQUENCE OF CONSTRUCTION NOTES ARE INTENDED FOR
EACH "PHASE" OF CONSTRUCTION. THE ORDER AND STEPS TAKEN MUST BE IMPLEMENTED AS EACH
1 •
THE CONTRACTOR IS REQUIRED TO OBTAIN ANY/ALL PERMITS REQUIRED FOR CONSTRUCTION OF THESE
SPECIES RATE (LB/ACRE)
PART OF THE PROJECT IS DEVELOPED; WHETHER AS A WHOLE OR IN PHASES. ANY EROSION
PLANS.
CENTIPEDE GRASS 10 20
CONTROL DEVICES/MEASURES MUST REMAIN IN PLACE UNTIL THE ENTIRE BASIN DESIGNED TO
HANDLE SEDIMENTATION AND EROSION IS STABILIZED AND ALL IMPROVEMENTS WITHIN THE BASIN
2.
ALL CONSTRUCTION TO BE IN ACCORDANCE WITH PERMITS ISSUED AND WITH NEW HANOVER COUNTY, AND
Seeding Dates
ARE COMPLETE.
THE STATE OF NORTH CAROLINA.
MARCH - JUNE
1.
CONSTRUCT TEMPORARY GRAVEL CONSTRUCTION ENTRANCE(S), ESTABLISH THE LIMITS OF
3.
THE CONTRACTOR IS TO ESTABLISH AND CHECK ALL HORIZONTAL AND VERTICAL CONTROLS TO BE USED WITH
DISTURBANCE, AND TEMPORARY SILT FENCE.
THE PROJECT. IN ADDITION, THE CONTRACTOR IS TO COMPUTE THE LAYOUT OF THE ENTIRE SITE PLAN IN
Soil Amendments
ADVANCE OF BEGINNING ANY WORK ASSOCIATED WITH THE SUBJECT PLANS. CONTRACTOR SHALL EMPLOY A
APPLY LIME AND FERTILIZER ACCORDING TO SOIL TESTS, OR APPLY 300 LBIACRE 10-10-10
2.
CLEAR AND REMOVE FROM SITE ALL TREES (ONLY ONES TO BE REMOVED), ROOTS, ROOT MAT,
PROFESSIONAL SURVEYOR TO PERFORM SITE IMPROVEMENT STAKEOUT(S).
FERTILIZER
ETC. FROM THE AREA WITHIN THE DESIGNATED CLEARING LIMITS.
4.
ANYTIME WORK IS PERFORMED OFF -SITE OR WITHIN AN EXISTING EASEMENT, THE CONTRACTOR IS TO NOTIFY
Mulch
3.
INSTALL REMAINING EROSION CONTROL MEASURES AS SHOWN ON THE PLANS WITHIN THE
THE HOLDER OF SAID EASEMENT AS TO THE NATURE OF PROPOSED WORK, AND TO FOLLOW ANY GUIDELINES
AREA DISTURBED. ALL EROSION CONTROL MEASURES MUST BE INSTALLED BEFORE
OR STANDARDS WHICH ARE ASSOCIATED WITH OR REFERENCED IN THE RECORDED EASEMENT.
DO NOT MULCH.
COMMENCING CONSTRUCTION.
Maintenance
4.
THE CONTRACTOR SHALL BE RESPONSIBLE FOR CLEANING AND RESTORING TO
5.
CONTRACTOR SHALL REFER TO ARCHITECTURAL DRAWINGS BY OTHERS FOR ALL BUILDING DIMENSIONS AND
FERTILIZE VERY SPARINGLY-20 LB/ACRE NITROGEN IN SPRING WITH NO PHOSPHORUS. CENTIPEDE GRASS CANNOT
PRE-CONSTRUT€ON CONDITIONS ANY AREAS OUTSIDE THE PROJECT LIMITS THAT MAY
DETAILS.
TOLERATE HIGH PH OR EXCESS FERTILIZER.
INADVERTENTLY BE DAMAGED DUE TO THE FAILURE OF THE EROSION CONTROL MEASURES.
5.
DURING GRADING AND AFTER GRADING HAS BEEN COMPLETED, THE CONTRACTOR SHALL
GENERAL NOTES:
CONTINUE TO MAINTAIN PERMANENT AND TEMPORARY EROSION CONTROL MEASURES UNTIL
TEMPORARY SEEDING -LATE WINTER/EARLY SPRING
FINAL INSPECTION AND APPROVAL BY NCDENR.
1.
EXISTING CONDITIONS AND TOPOGRAPHIC SURVEY SHALL BE FIELD VERIFIED BY CONTRACTOR AND ANY
6.
UPON RECEIVING FINAL INSPECTION AND APPROVAL BY NCDENR, THE CONTRACTOR CAN
DISCREPANCIES REPORTED TO THE OWNER, OWNERS REPRESENTATIVE AND/OR ENGINEER IMMEDIATELY.
Seeding Mixture
REMOVE TEMPORARY EROSION CONTROL MEASURES.
2.
REASONABLE CARE HAS BEEN EXERCISED IN SHOWING THE LOCATION OF EXISTING UTILITIES ON THE
7.
THE CONTRACTOR SHALL CONTINUE TO WATER, FERTILIZE, MOW AND MAINTAIN SPRIGGED,
PLANS. THE EXACT LOCATION OF ALL EXISTING UTILITIES IS NOT KNOWN IN ALL CASES. THE CONTRACTOR
SODDED, AND PLANTED AREAS UNTIL ALL CONSTRUCTION IS COMPLETE.
SHALL EXPLORE THE AREA AHEAD OF DITCHING OPERATIONS BY OBSERVATIONS, ELECTRONIC DEVICES,
WINTER AND EARLY SPRING
HAND DIGGING AND BY PERSONAL CONTACT WITH THE UTILITY COMPANIES. IN ORDER TO LOCATE EXISTING
UTILITIES IN ADVANCE OF TRENCHING OPERATIONS SO AS TO ELIMINATE OR MINIMIZE DAMAGE TO EXISTING
UTILITIES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL COSTS RESULTING FROM ANY DAMAGE TO
SPECIES RATE (LB/ACRE)THE
EXISTING UTILITY LINES INCLUDING LOSS OF UTILITY REVENUES. CONTRACTOR SHALL ARRANGE FOR
Rye (GRAIN) 120
TEMPORARY SUPPORT OF EXISTING UTILITIES, SUCH AS POLES, CONDUITS, FIBER OPTIC CABLES,
ANNUAL LESPEDEZA (KOBE IN PIEDMONT
TELEPHONE CABLES, WATER LINES, ETC.
54
AND COASTAL PLAIN, KOREAN IN MOUNTAINS)
OMIT ANNUAL LESPEDEZA WHEN DURATION OF TEMPORARY COVER IS NOT TO EXTEND BEYOND JUNE.
3.
CONTRACTOR SHALL COMPLY WITH THE LATEST REVISIONS AND INTERPRETATIONS OF THE DEPARTMENT
OF LABOR SAFETY AND HEALTH REGULATIONS FOR CONSTRUCTION PROMULGATED UNDER THE
OCCUPATIONAL SAFETY AND HEALTH ACT.
SUMMER
4.
CONTRACTOR SHALL PLAN AND CONSTRUCT WORK SO AS TO CAUSE MINIMUM INCONVENIENCE TO THE
SPECIES RATE LB/ACRE
OWNER AND THE PUBLIC. THE CONTRACTOR SHALL PROVIDE, ERECT AND MAINTAIN AT ALL TIMES DURING
GERMAN MILLET 40
THE PROGRESS OR TEMPORARY SUSPENSION OF WORK, SUITABLE BARRIERS, FENCES, SIGNS OR OTHER
ADEQUATE PROTECTION, INCLUDING FLAGMEN AND WATCHMEN AS NECESSARY TO INSURE THE SAFETY OF
FALL
THE PUBLIC AS WELL AS THOSE ENGAGED IN THE CONSTRUCTION WORK. CONSTRUCTION SIGNING SHALL
GENERAL EROSION AND SEDIMENT CONTROL NOTES:
BE IN ACCORDANCE WITH THE LATEST EDITION OF "CONSTRUCTION AND MAINTENANCE OPERATIONS
SUPPLEMENT TO THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES" BY THE DOT.
SPECIES RATE (LB/ACRE)
1.
THE EROSION CONTROL PLAN SHALL INCLUDE PROVISIONS FOR GROUNDCOVER ON ALL
RYE (GRAIN) 120
EXPOSED PERIMETER DIKES, SWALES, DITCHES, PERIMETER SLOPES AND ALL SLOPES
5.
ALL MATERIAL CLEARED OR DEMOLISHED BY THE CONTRACTOR IN ORDER TO CONSTRUCT THE WORK
STEEPER THAN 3:1 WITHIN 7 CALENDAR DAYS FROM THE LAST LAND DISTURBING ACTIVITY.
SHALL BECOME THE PROPERTY OF THE CONTRACTOR AND SHALL BE PROPERLY DISPOSED OF OFF -SITE.
GROUND COVER SHALL BE PROVIDED ON ALL OTHER DISTURBED AREAS WITHIN 14 CALENDAR
DAYS FROM THE LAST LAND DISTURBING ACTIVITY.
6.
ALL WORK BY THE CONTRACTOR SHALL BE WARRANTEED BY THE CONTRACTOR FOR A PERIOD OF ONE
Seeding dates
YEAR AFTER THE OWNER ACCEPTS THE WORK.
2.
UNLESS OTHERWISE INDICATED, ALL VEGETATIVE AND STRUCTURAL EROSION AND SEDIMENT
COASTAL PLAIN - DECA-APR.15 - LATE WINTER AND EARLY SPRING
CONTROL MEASURES SHALL BE CONSTRUCTED AND MAINTAINED IN ACCORDANCE WITH THE
7.
CONTRACTOR SHALL CALL THE NORTH CAROLINA ONE -CALL CENTER AT 1 [phone] AN ALLOW THE
APRIL 15- AUG. 15 - SUMMER
MINIMUM STANDARDS AND SPECIFICATIONS OF THE NORTH CAROLINA EROSION AND
CENTER TO LOCATE EXISTING UTILITIES BEFORE DIGGING.
AUG.15 - DEC. 30 - FALL
SEDIMENT CONTROL HANDBOOK. (NO SEPARATE PAYMENT).
Soil amendments
3.
THE CONTRACTOR SHALL NOTIFY PLAN APPROVING AUTHORITY ONE WEEK PRIOR TO THE
FOLLOW RECOMMENDATIONS OF SOIL TESTS OR APPLY 2,000 LBIACRE GROUND AGRICULTURAL LIMESTONE AND 750 LBIACRE
PRECONSTRUCTION CONFERENCE, ONE WEEK PRIOR TO THE COMMENCEMENT OF LAND
SITE NOTES
10-10-10 FERTILIZER.
DISTURBING ACTIVITY, AND ONE WEEK PRIOR TO FINAL INSPECTION.
4.
ALL EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE PLACED PRIOR TO CLEARING
1.
ANY DISCREPANCY IN THIS PLAN AND ACTUAL FIELD CONDITIONS SHALL BE REPORTED TO THE OWNER PRIOR TO
Mulch
AND/OR LAND DISTURBANCE.
START OF CONSTRUCTION. GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFICATION OF ALL
APPLY 4,000 LBIACRE STRAW. ANCHOR STRAW BY TACKING WITH ASPHALT, NETTING OR A MULCH ANCHORING TOOL. A DISK
SETBACKS, EASEMENTS AND DIMENSIONS SHOWN HEREON BEFORE BEGINNING CONSTRUCTION.
WITH BLADES SET NEARLY STRAIGHT CAN BE USED AS A MULCH ANCHORING TOOL.
5.
A COPY OF THE APPROVED EROSION AND SEDIMENT CONTROL PLAN AND PERMIT SHALL BE
MAINTAINED ON THE SITE AT ALL TIMES.
2.
CONTRACTOR SHALL MAINTAIN THE SITE IN A MANNER SO THAT WORKMEN AND PUBLIC SHALL BE PROTECTED
FROM INJURY, AND ADJOINING PROPERTY PROTECTED FROM DAMAGE.
6.
PRIOR TO COMMENCING LAND DISTURBING ACTIVITIES IN AREAS OTHER THAN INDICATED ON
Maintenance
THESE PLANS (INCLUDING, BUT NOT LIMITED TO OFF -SITE BORROW OR WASTE AREAS,
3.
ACCESS TO UTILITIES, FIRE HYDRANTS, STREET LIGHTING, ETC., SHALL REMAIN
REFERTILIZE IF GROWTH IS NOT FULLY ADEQUATE. RESEED, REFERTILIZE AND MULCH IMMEDIATELY FOLLOWING
STAGING OR STORAGE AREAS), THE CONTRACTOR SHALL PREPARE AND SUBMIT A
UNDISTURBED, UNLESS COORDINATED WITH THE RESPECTIVE UTILITY.
EROSION OR OTHER DAMAGE.
SUPPLEMENTARY EROSION CONTROL PLAN TO THE OWNER FOR REVIEW AND TO
NCDENR FOR APPROVAL. CONTRACTOR SHALL RAY ALL FEES REQUIRED AND SHALL INSTALL
4.
DO NOT SCALE THIS DRAWING AS IT IS A REPRODUCTION AND SUBJECT TO DISTORTION.
NECESSARY MEASURES AT NO SEPARATE PAYMENT. THE CONTRACTOR SHALL PROVIDE THE
OWNER AND THE ENGINEER A COPY OF THE AMENDED PERMIT.
5.
THE GENERAL CONTRACTOR SHALL REMOVE ALL DEBRIS FROM THE SITE UPON COMPLETION OF THE PROJECT
DEMOLITION NOTES:
7.
THE CONTRACTOR IS RESPONSIBLE FOR INSTALLATION OF ANY ADDITIONAL EROSION
AND AT LEAST ONCE A WEEK DURING CONSTRUCTION.
CONTROL MEASURES NECESSARY TO PREVENT EROSION AND SEDIMENTATION ASDETERMINED
1. CONTRACTOR TO COORDINATE WITH THE OWNER TO PROPERLY MAINTAIN OR RELOCATE
BY EITHER THE REVIEWING AGENCY OR THE ENGINEER. (NO SEPARATE
6.
THE GENERA*, 'CONTRACTOR SHALL KEEP THE AREA OUTSIDE THE "CONSTRUCTION LIMITS" BROOM CLEAN AT ALL
EXISTING SERVICE CONNECTIONS WHEN NECESSARY.
PAYMENT).
TIMES.
2. CONTRACTOR IS TO WALK THE SITE AND BECOME FAMILIAR WITH THE SCOPE OF DEMOLITION
8.
ALL DISTURBED AREAS ARE TO DRAIN TO APPROVED SEDIMENT CONTROL MEASURES AT ALL
7.
ALL UTILITIES TO SERVICE PROPOSED STRUCTURE SHALL BE UNDERGROUND ON SITE.
REQUIRED. ALL DEMOLITION WORK REQUIRED TO CONSTRUCT NEW SITE IMPROVEMENTS
TIMES DURING LAND DISTURBING ACTIVITIES AND DURING SITE DEVELOPMENT UNTIL FINAL
EX
WILL BE PERFORMED BY THE CONTRACTOR AND WILL BE UNCLASSIFIED EXCAVATION.
STABILIZATION IS ACHIEVED.
8.
ALL STREETSURFACES, DRIVEWAYS, CULVERTS, CURB AND GUTTERS, ROADSIDE DRAINAGE DITCHES AND
OTHER STRL,'TURES THAT ARE DISTURBED OR DAMAGED IN ANY MANNER AS A RESULT OF CONSTRUCTION
3. DEMOLITION SHALL INCLUDE BUT IS NOT LIMITED TO THE EXCAVATION, HAULING AND OFFSITE
9.
ALL AREAS DISTURBED BY CONSTRUCTION UNLESS OTHERWISE IMPROVED SHALL BE
SHALL BE REPLACED OR REPAIRED IN ACCORDANCE WITH THE SPECIFICATIONS.
DISPOSAL OF CONCRETE PADS, CONCRETE DITCHES, FOUNDATIONS, SLABS, STEPS, AND
SODDED OR SEEDED AS INDICATED AND STABILIZED.
STRUCTURES; ABANDONED UTILITIES, BUILDINGS, PAVEMENTS AND ALL MATERIALS CLEARED
9.
CONTRACTOR SHALL MAINTAIN AN "AS -BUILT" SET OF DRAWINGS TO RECORD THE EXACT LOCATION OF ALL
AND STRIPPED TO THE EXTENT NECESSARY AS DIRECTED BY THE SOILS ENGINEER FOR THE
10.
DURING DEWATERING OPERATIONS, WATER SHALL BE PUMPED INTO AN APPROVED
PIPING PRIOR TO CONCEALMENT. DRAWINGS SHALL BE GIVEN TO THE OWNER UPON COMPLETION OF THE
INSTALLATION OF THE NEW IMPROVEMENTS AND WITHIN THE LIMITS OF CLEARING AND
FILTERING DEVICE PRIOR TO DISCHARGE TO RECEIVING OUTLET.
PROJECT WITH A COPY OF THE TRANSMITTAL LETTER TO THE ENGINEER.
GRADING AND AS SHOWN ON THESE FLANS.
4. THE CONTRACTOR SHALL PROTECT ALL ADJACENT PROPERTY, STRUCTURES AND UTILITIES
11.
THE CONTRACTOR SHALL INSPECT ALL EROSION CONTROL MEASURES PERIODICALLY AND
AFTER EACH RUNOFF -PRODUCING EVENT. ANY NECESSARY REPAIRS OR CLEANUP TO
10.
IF DEPARTURES' FROM THE SPECIFICATIONS OR DRAWINGS ARE DEEMED NECESSARY BY THE CONTRACTOR,
ON THE PROPERTY NOT TO BE DEMOLISHED. DAMAGE TO PROPERTIES OF OTHERS DUE TO
MAINTAIN THE EFFECTIVENESS OF THE EROSION CONTROL DEVICES SHALL BE MADE
DETAILS OF SUCH DEPARTURES AND REASONS THEREOF SHALL BE GIVEN TO THE OWNER FOR REVIEW, NO
THE CONTRACTOR'S ACTIVITIES SHALL BE REPLACED IN KIND BY THE CONTRACTOR AT NO
IMMEDIATELY.
DEPARTURES FROM THE CONTRACT DOCUMENT SHALL BE MADE WITHOUT THE PERMISSION OF THE OWNER.
COST TO OWNER.
12.
ALL TEMPORARY EROSION CONTROL MEASURES SHALL BE REMOVED BY CONTRACTOR ONCE
11.
CONTRACTOR SHALL VERIFY LOCATION AND ELEVATION OF ALL UNDERGROUND UTILITIES. THE LOCATION OF ALL
5. ELECTRIC, TELEPHONE, SANITARY SEWER, WATER AND STORM SEWER UTILITIES THAT
STABILIZATION OR A SUFFICIENT GROUND COVR HAS BEEN ESTABLISHED OR AS DIRECTED BY
EXISTING UTILITIES ARE NOT NECESSARILY SHOWN ON PLANS AND WHERE SHOWN ARE ONLY APPROXIMATE.
SERVICE OFF -SITE PROPERTIES SHALL BE MAINTAINED DURING THE CONSTRUCTION PROCESS
THE ENGINEER. (NO SEPARATE PAYMENT). NCDENR'S FINAL APPROVAL IS REQUIRED.
THE CONTRACTOR SHALL ON HIS INITIATIVE AND AT NO EXTRA COST HAVE LOCATED ALL UNDERGROUND LINES
BY THE CONTRACTOR.
AND STRUCTURES AS NECESSARY. NO CLAIMS FOR DAMAGES OR EXTRA COMPENSATION SHALL ACCRUE TO
13.
TEMPORARY GRAVEL CONSTRUCTION ENTRANCE SHALL BE REQUIRED AT ALL CONSTRUCTION
THE CONTRACTOR FROM THE PRESENCE OF SUCH PIPE OTHER OBSTRUCTIONS OR FROM DELAY DUE TO
6. THE CONTRACTOR SHALL PRODUCE A PHOTOGRAPHIC RECORD (DIGITAL) OF DEVELOPMENT
STAGING AREA ENTRANCES AND ALL CONSTRUCTION ACCESS LOCATIONS INTO NON -PAVED
REMOVAL OR REARRANGEMENT OF THE SAME. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE TO
COMMENCING WITH A RECORD OF THE SITE AS IT APPEARS BEFORE DEMOLITION IS BEGUN.
AREA. (NO SEPARATE PAYMENT).
UNDERGROUND STRUCTURES. CONTACT NORTH CAROLINA ONE CALL" TOLL FREE 1-800-632-4949 AT LEAST 48
AFTERWARDS, A PHOTOGRAPHIC RECORD SHALL BE MAINTAINED WEEKLY DURING
HOURS PRIOR TO CONSTRUCTION. THE CONTRACTOR 1S RESPONSIBLE FOR CONTACTING ALL NONSUBSCRIBING""
CONSTRUCTION AND ENDING WITH A PHOTOGRAPHIC RECORD OF THE DEVELOPMENT AS IT
14.
WHEN CROSSING CREEK OR DRAINAGE -WAY, THE DIVISION OF WATER QUALITY SHALL BE
UTILITIES.
APPEARS AFTER DEMOLITION. THIS RECORD SHALL BE DELIVERED TO THE OWNER.
CONTACTED PRIOR TO DISTURBING A CREEK. THE CONTRACTOR SHALL INSTALL RIP -RAP WITH
FABRIC ALONG DISTURBED BANKS AND CHANNEL AND RESTORE SLOPES TO ORIGINAL
12.
THE CONTRACTOR SHALL OBTAIN AND PAY FOR ALL INSPECTIONS, CERTIFICATIONS, EQUIPMENT, ETC., THAT MAY
7. EXISTING CURB AND GUTTER, LIGHTS, SIDEWALK, AND UTILITIES NOT INTENDED FOR
CONTOURS, BUT NOT STEEPER THAN 2:1 MAXIMUM. DISTURBED CREEK AREA SHALL BE
BE REQUIRED,
DEMOLITION SHALL BE MAINTAINED, PROTECTED AND UNDISTURBED DURING DEMOLITION.
STABILIZED IMMEDIATELY.
8. ALL EXISTING IMPROVEMENTS INDICATED OR REQUIRED TO BE DEMOLISHED SHALL INCLUDE
13.
THE ENGINEER AND/OR OWNER DISCLAIM ANY ROLE IN THE CONSTRUCTION MEANS AND METHODS ASSOCIATED
REMOVAL FROM THE PROPERTY AND PROPER DISPOSAL..
WITH THE PROJECT AS SET FORTH IN THESE PLANS.
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9. CONTRACTOR SHALL COORDINATE RELOCATION OF ALL EXISTING OVER HEAD AND
MAINTENANCE PLAN
14.
SEEDING TO BE INSTALLED TO LOCAL REQUIREMENTS & STANDARD PRACTICES.
UNDERGROUND UTILITIES INCLUDING CABLE, GAS, TELEPHONE AND ELECTRIC AND ANY OTHER
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1.
ALL EROSION AND SEDIMENT CONTROL PRACTICES WILL BE CHECKED FOR STABILITY AND
OPERATION FOLLOWING EVERY RUNOFF -PRODUCING RAINFALL BUT IN NO CASE LESS THAN
10. PROVIDE SMOOTH SAW CUT OF EXISTING PAVEMENTS, CURBS AND GUTTERS AND SIDEWALKS
ONCE EVERY WEEK. ANY NEEDED REPAIRS WILL BE MADE IMMEDIATELY TO MAINTAIN ALL
TO BE DEMOLISHED.
PRACTICES AS DESIGNED.
11. ALL DEMOLITION WORK SHALL BE DONE IN STRICT ACCORDANCE WITH LOCAL, STATE AND
2.
ALL CONSTRUCTION ENTRANCES WILL BE PERIODICALLY TOP DRESSED WITH AN ADDITIONAL 2
FEDERAL REGULATIONS AS WELL AS OSHA REGULATIONS.
INCHES OF #4 STONE TO MAINTAIN PROPER DEPTH. ANY SEDIMENT THAT IS TRACKED INTO
THE STREET WILL BE IMMEDIATELY REMOVED.
12. EXISTING FIRE HYDRANTS ARE TO REMAIN IN SERVICE.
3.
SEDIMENT WILL BE REMOVED BEHIND THE SEDIMENT FENCE WHEN IT BECOMES 0.5 FEET DEEP
13. INFORMATION CONCERNING UNDERGROUND UTILITIES WAS OBTAINED FROM AVAILABLE
AT THE FENCE. THE SEDIMENT FENCE WILL BE BE REPAIRED AS NECESSARY TO MAINTAIN A
RECORDS, BUT THE THE CONTRACTOR MUST DETERMINE THE EXACT LOCATION AND
BARRIER. SILT FENCE STAKES WILL BE SPACED 6 FEET APART UNLESS A WIRE BACKING IS
ELEVATIONS OF THE MAINS BY DIGGING TEST PITS BY HAND.
USED WITH 8 FOOT STAKE SPACING.
4.
ALL SEEDED AREAS WILL BE FERTILIZED, RESEEDED AS NECESSARY, AND MULCHED
ACCORDING TO SPECIFICATIONS IN THE VEGETATIVE PLAN TO MAINTAIN A VIGOROUS, DENSE
VEGETATIVE COVER.
F14
5.
INLET PROTECTION - INSPECT WIRE AND ROCK INLET PROTECTION AT LEAST ONCE A WEEK
AND AFTER EACH SIGNIFICANT (i INCH OR GREATER) RAINFALL EVENT AND REPAIR
IMMEDIATELY. REMOVE SEDIMENT AND RESTORE THE SEDIMENT STORAGE AREA TO ITS
ORIGINAL DIMENSIONS WHEN THE SEDIMENT HAS ACCUMULATED TO ONE-HALF THE DESIGN
DEPTH OF THE TRAP. PLACE THE SEDIMENT THAT IS REMOVED IN THE DESIGNATED DISPOSAL
AREA AND REPLACE THE CONTAMINATED PART OF THE GRAVEL FACING.
6.
SEDIMENT BASIN - REMOVE SEDIMENT AND RESTORE THE BASIN TO ITS ORIGINAL DIMENSIONS
WHEN IT ACCUMULATES TO WITHIN ONE HALF OF THE DESIGN DEPTH. PLACE SEDIMENT IN AN
C
AREA WITH SEDIMENT CONTROLS. CHECK THE EMBANKMENT, SPILLWAYS, AND OUTLET FOR
EROSION DAMAGE, PIPING, AND SETTLEMENT. MAKE ALL NECESSARY REPAIRS IMMEDIATELY.
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REMOVE ALL TRASH AND OTHER DEBRIS FROM THE RISER AND POOL AREA.
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7.
SKIMMER - INSPECT SKIMMER AT LEAST ONCE A WEEK AND AFTER EACH RAINFALL TO MAKE
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SURE THAT THE INTAKE MECHANISM, ORIFICE, OR DISCHARGE PIPE IS NOT CLOGGED WITH
TRASH OR SEDIMENT. IF THE BASIN IS DRY, MAKE SURE THAT ANY VEGETATION GROWING ON
THE BOTTOM IS NOT HOLDING THE SKIMMER DOWN. TAKE SPECIAL PRECAUTION IN WINTER TO
PREVENT THE SKIMMER FROM PLUGGING WITH ICE.
8.
OUTLET PROTECTION - INSPECT RIP RAP OUTLET STRUCTURES WEEKLY AND AFTER
SIGNIFICANT (i INCH OR GREATER) RAINFALL EVENTS TO SEE IF ANY EROSION AROUND OR...,,(
BELOW THE RIP RAP HAS TAKEN PLACE, OR IF STONES HAVE BEEN DISLODGED. IMMEDIATELY
MAKE ALL NEEDED REPAIRS TO PREVENT FURTHER DAMAGE.-��--{
9.
EMERGENCY SPILLWAY PROTECTION - AFTER EVERY HIGH-WATER EVENT INSPECT THE
`(
INTEGRITY OF THE LINED SPILLWAY AND THE ADJACENT EARTHENED BANKS. IMMEDIATELY
-
MAKE ALL NEEDED REPAIRS TO PREVENT FURTHER DAMAGE. REPAIR ANY VOIDS IN THE RIP
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RAP LINED APRONS, RE-ESTABLISH ANY LOOSE STONES, AND FIX GAPS IN THE ADJACENT
VEGETATIVE COVER.
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PREPARED. FOR
N--E W.. HANOVER COUNTY AIRPORT AUTHORITY, OWNER
IN COOPERATION WITH
FEDERAL AVIATION ADMINISTRATION
NORTH CAROLINA D01% DIVISION OF AVIATION
Wilmington International Airport
Stormwater Management - Phase it
New Hanover County Storm Water Management Ordinance
Plan Statements
Designers_ s Statement
These plans have been prepared in substantial conformance with the requirements of the New Hanover County Storm Water
Management Ordinance and The New Hanover County Storm Water Design Manual, both adopted September 5, 2000.
Talbert & Bright, Inc.
Date:
c M. Stumph, P.E., Project Manager
North Carolina Professional Engineer No. 024169
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New Hanover County Airport Authority Statement
The New Hanover County Airport Authority operates the Wilmingtonlnternational Airport. The majority of the airport property is
owned by New Hanover County and leased to the Authority. Certair airportparcels are owned by the Authority. The New
Hanover County Airport Authority herebyrepresents that, upon -recent of "Authorization-To-Cons#rucC from the County, it will
cause any clearing, grading, construction or development covered b! these, plans. to be performed in substantial conformance with
these plans and the applicable ordinances and rules of New Hanover County, the State of North Carolina and the Federal
Government and its agencies which are hereby made part of this plat. As the airport operator, the Authority accepts full
responsibility for the construction, operation and maintenance of the proposed facilities and will not attempt to transfer said
responsibility without the written authorization of New Hanover County.
New Hanover County rt uthori
9 Date;
Jon . Rosborough, Airport D' r
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TITLE OF
OF DRAWINGS
DRAWING
-DATE
C--1
TITLE SHEET
JULY 2009
L--1
PROJECT LAYOUT PLAN
JULY
2009
P-1
EXISTING EXTENDED DRY DETENTION BASIN NO. 1 -- REMOVAL PLAN
JULY
2009
P-2
EXTENDED DRY DETENTION " BASIN
NO. 1
JULY
2009
PP-1
STORMWATER PIPE
LINE PLAN &
PROFILE (SHEET 1 OF 3)
JULY
2009
PP-2
STORMWATER PIPE
LINE PLAN &
PROFILE (SHEET 2 OF 3)
JULY
2009
PP--3
STORMWATER PIPE
LINE PLAN &
PROFILE (SHEET 3 OF 3)
JULY
2009
D--1
DRAINAGE DETAILS
(SHEET 1 OF
7)
JULY
2009
D-2
DRAINAGE DETAILS
(SHEET 2 OF
7)
JULY 2009
D--3
DRAINAGE DETAILS
(SHEET 3 OF
7)
JULY
2009
D--4
DRAINAGE DETAILS
(SHEET 4 OF
7)
:JULY
2009
D-5
DRAINAGE DETAILS
(SHEET 5 OF
7)
JULY
2009
D--S
DRAINAGE DETAILS
(SH ET 6-OF
7)
JULY
2009
D-7
DRAINAGE DETAILS
(SHEET 7 of
7)
JULY
2009
D--8
SEDIMENTATION &
EROSION CONTROL DETAILS (SHEET 1 OF 2)
JULY
2009
D-9
SEDIMENTATION &
EROSION CONTROL DETAILS (SHEET 2 OF 2)
JULY
2009
D-10
TYPICAL ROADWAY SECTIONS & DETAILS
JULY
2009
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E ANGLE FOR GRADED SLOPES AND FILLS; SHALL BE NO `'�ZBY
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GREATER THAN THE ANGLE THAT CAN BE RETAINED BY � .�-�, T
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VEGGITATIVE COVER OR OTHER ADE ATE EROSION CONTROL Cfiecked EMS/JMM
DEVICES OR STRUCTURES. IN ANY VENT, SLOPES LEFT EXPOSED PA P.
LL, W IN X CAL012AR DAn OF-PAWPLEMON OF ANY NORTHProtect No.
GRADING, BE PLANTED OR OTHERWISE PROVIDED WITH TEMPORARY 33o�—oso�
R PERMANENT GROUND COVER, DEVISES, OR STRUCTURES MANAGEMENT COMMISSIONSheet No.
SUFFICIENT TO RESTRAIN EROSION. 19.11VISION OF WATER QUALITY
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GENERAL NOTES
1
THIS PROJECT REPRESENTS PARTIAL IMPLEMENTATION OF THE STORMWATERS MASTER PLAN DEVELOPED FOR THE WILMINGTON INTERNATIONAL AIRPORT, DATED OCTOBER 2004. THE
e .
PROJECT INCLUDES A MODIFIED AND SMALLER VERSION OF EXTENDED DRY DETENTIOR BASIN, NO, 1 AND A PORTION OF A STORMWATER CONVEYANCE PIPELINE TO CARRY RUNOFF
FROM PHASE II OF THE STORMWATER MASTER PLAN TO EXTENDED DRY DETENTION BASIN NO. 1.
1 DEPICTED ON PLAN SHEET P--1, IS A STORMWATER MANAGEMENT FACILITY INTENDED TO ADDRESS THE WATER QUALITY AND PEAK FLOW
2. EXTENDED DRY DETENTION BASIN NO.
ATTENUATION REQUIREMENTS OF THE NORTH CAROLINA STORMWATER RULES AND THE NEW HANOVER COUNTY STORMWATER MANAGEMENT ORDINANCE, THE BASIN, IN THE
PLAN SHEET P--1, IS INTENDED TO SERVE UP TO -150 ACRES OF TRIBUTARY AREA, WITH AN AVERAGE IMPERVIOUS COVERAGE OF 65% AND 116 ACRES
CONFIGURATION DEPICTED ON
TRIBUTARY AREA PHASE 11) WITH AN AVERAGE IMPERVIOUS COVERAGE OF 857. FUTURE WORK BY OTHERS IS EXPECTED TO EXPAND THE BASIN AND ITS MAXIMUM TRIBUTARY
OF �
AREA.
3. IT IS ANTICIPATED THAT DEWATERiNG, POSSIBLY INCLUDING WELL POINT, ING WILL BE REQUIRED TO COMPLETE THE STORM WATER CONVEYANCE PIPE LINE. ALL COSTS FOR
DEATERING SHALL BE INCLUDED IN THE UNIT BID PRICES FOR PIPE AND STRUCTURES.
• SHALL BE RESPONSIBLE FOR EVALUATING SOIL AND GROUNDWATER CONDITIONS, AS WELL AS UTILITY AND ROADWAY CROSSINGS, IN DETERMINING THE
4. THE CONTRACTOR UTILITY SUPPORT PROTECTION AND
� BEDDING B . CKF#LL, EXCAVATION SUPPORT, ,�
� REQUIREMENTS FOR EXCA
VATION SUPPORT AND DEATERING. ALL COSTS FOR EXCAVATION, , A
DEWATERING SHALL BE INCLUDED IN THE BID UNIT PRICES FOR PIPE AND STRUCTURES.
NG TING, MILLING,
°C3 5. ROADWAY RESTORATION WILL BE MEASURED AND PAID PER EACH PIPE LINE CROSSING, TO INCLUDE ALL AGGREGATE BASE COURSE, BINDER COURSE PAVING, SAW CUT
G THE ITEM ALSO INCLUDES LANDSCAPE RESTORATION (REPLACEMENT PLANTINGS), EXCEPT TREES SHOWN TO BE REPLACED AS
SURFACE COURSE PAVING AND PAVEMENT MARKINGS. -
~ LINE ITEM TREE REPLACEMENT".
TE PIPE SHALL BE CLASS III CONFORMING TO ASTM C76, AND SHALL BE TONGUE AND GROOVE STYLE WITH PLASTIC GASKETS. ALL JOINTS SHALL BE
;+ 6. ALL REINFORCED CONCRETE
WRAPPED WITH GEOTEXTILE FABRIC•
1.1
52 WITH PUSH --ON STYLE JOINTS, CON
ORMII�G TO THE REQUIREMENTS OF ANSI jAil�#�iA A2C500. FITTINGS SHALL BE COMPACT DUCTILE
f
7• DUCTILE IRON PIPE SHALL. BE CLASS PIPE AND FITTINGS SHALL DE CEMENT LINED AND BITUMINOUS SEAL COATED.
IRON, MECHANICAL JOINT, CONFORMING TO THE REQUIREMENTS OF AWWA C153, CLASS 350.
-- 610 OF THE PROJECT SPECIFICATIONS AND SHALL HAVE A 28-•DAY COMPRESSIVE STRENGTH
8. ALL CAST--IN-PLACE CONCRETE SHALL CONFORM TO THE REQUIREMENTS OF ITEM P
SHALL OF 43,000 PSI. THE CONCRETE SHALL BE AIR ENTRAINED.
O THE REQUIREMENTS OF ASTM
�. ALL DRAINAGE STRUCTURES SHALL CONF
T MANHOLE AND INLET STRUCTURES SHALL CONFORM T
ORM TO NCQOT STANDARDS WHERE NOTED. PRECAST �- S MAY BE SUBSTITUTED FOR CIRCULAR PRECAST
E SUITABLE FOR AASHTO H2O WHEEL LOADINGS, RECTANGULAR PRE CAST OR CAST —IN —PLACE STRUCTURE
STRUCTURES.
AND SHALL B STRUCTURAL COMPUTATIONS PREPARED AND SEALED BY A NORTH CAROLINA PROFESSIONAL ENGINEER SHALL BE SUBMITTED FOR ALL PRECAST
STRUCTURES. SHOP DRAWINGS AND
AND CAST -IN -PLACE STRUCTURES EXCEPT THOSE CONFORMING ENTIRELY TO NCDOT STANDARD DRAWINGS.
10. ALL PIPE —TO —PRECAST STRUCTURE JOINTS SHALL BE MADE USING BRICK AND MORTAR MASONRY.
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11. EXISTING UTILITY ASSETS HAVE BEEN DEPICTED ON THE PLANS BASED ON GROUND SURVEY AND AVAILABLE DATA. NO WARRANTY IS MADE AS TO THE COMPLETENESS OR
ACCURACY OF THE UTILITY INFORMATION SHOWN ON THE PLANS. HE CONTRACTOR IS SOLELY RESPONSIBLE FOR LOCATING, IDENTIFYING AND PROTECTING ALL UNDERGROUND AND
.
COST TO
F COORDINATING AT NO C AND/OR CAUSING THE: REPAIR OF ANY UTILITY DAMAGED BY HIS OPERATIONS
OVERHEAD UTILITIES. THE CONTRACTOR SHALL BE RESPONSIBLEi~ )R %
THE AIRPORT. THE CONTRACTOR SHALL FOLLOW NORTH CAROLINA ONE -CALL CENTER PROCEDURES AND SHALL ALSO RETAIN THE SERVICES OF A PRIVATE UTILITY LOCATING SERVICE
IF NEEDED.
12. ALL CONSTRUCTION VEHICLES AND EQUIPMENT SHALL BE LIGHTED AND/OR FLAGGED IN ACCORDANCE WITH THE REQUIREMENTS OF FAA ADVISORY CIRCULARS 150/5370 -2E AND
150/5210-5B. COPIES OF THE ADVISORY CIRCULARS WILL BE PROVIDED UPON REQUEST.
13. THE CONTRACTOR SHALL MAINTAIN A WATER TRUCK ON SITE AT ALL TIMES TO CONTROL DUST.
14. THE CONTRACTOR'S PERSONNEL, SUBCONTRACTORS AND SUPPLIERS ARE PROHIBITED FROM ENTERING THE SECURITY PERIMETER OF THE AIRPORT. THE CONTRACTOR SHALL
FAMILIARIZE HIS PERSONNEL, SUBCONTRACTORS AND SUPPLIERS WITH _AIRPORT SAFETY AND SECURITY CONSIDERATIONS, SHALL FULLY COOPERATE WITH AIRPORT AND TSA SECURITY
PERSONNEL, AND SHALL IMMEDIATELY REPORT ANY SUSPICIOUS ACTIVITY TO THE AIRPORT PUBLIC SAFETY OFFICE.
15. WILDLIFE ACTIVITY (INCLUDING BIRDS AND MAMMALS) REPRESENTS A HAZARD TO AIRCRAFT OPERATIONS. THE CONTRACTOR SHALL CONTROL STANDING WATER AND FOOD LITTER SO
AS TO AVOID ATTRACTING WILDLIFE TO THE SITE.
16• ALL CONTRACTOR, SUBCONTRACTOR AND SUPPLIER VEHICLES SHALL BE MARKED WITH THE FIRM NAME AND TELEPHONE NUMBER.
A SUBCONTRACTORS SHALL PROVIDE PRIMARY AND BACK-UP CONTACTS ' (INDIVIDUALS) WITH 24-HOUR PHONE NUMBERS FOR RAPID RESPOI yn S
17. THE CONTRACTOR ND ALL SUBC N
EMERGENCY SITUATIONS. ` ' ''"`'`
18. AIRPORT SAFETY AND SECURITY SHALL BE STANDING AGENDA ITEMS FOR ALL PROJECT MEETINGS. I
J ,Y � x
19. ALL DISTURBED AREAS NOT OTHERWISE STABILIZED SHALL BE FINE GRADED TO DRAIN, DRESSED WITH TOPSOIL FROM ON -SITE STRIPPING OPERATIONS, SEEDED AND MULCHED. THE
CONTRACTOR SHALL BE RESPONSIBLE FOR ACHIEVING A GOOD STAND OF PERMANENT GRASS.
-
20. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CONTROLLING DUST, DEBRIS, AGGREGATES, LITTER, ETC. SO AS TO AVOID NUISANCE TO AIRPORT EMPLOYEES, TENANTS AND
CUSTOMERS. THE CONTRACTOR SHALL MAINTAIN A NEAT AND ORDERLY WORK SITE SO AS. TO NOT UNDULY DETRACT FROM THE AESTHETIC APPEAL OF THE AIRPORT'S VEHICULAR
APPROACH. THE CONTRACTOR SHALL ALSO MAINTAIN TRAFFIC CONTROL MEASURES IN GOOD CONDITION AND PROPER POSITION THROUGHOUT THE PROJECT. A DAILYSTART-UP AND
SHUT DOWN CHECKLIST IS INCLUDED IN APPENDIX F OF THE SPECIFICATION BOOKLET.
21. THE ENGINEER WILL COORDINATE WITH THE OWNER TO IDENTIFY ON --SITE DISPOSAL AREAS FOR SURPLUS SOIL MATERIALS. CONTRACTOR SHALL PROVIDE SILT FENCING AROUND
DISPOSAL STOCK PILES WHICH SHALL BE SHAPED TO DRAIN, SEEDED AND MULCHED♦
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Scale
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Project No.
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4 DID �'RE AST 622.223' "1
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NOTES:
1. EXISTING TREES REMOVED/DAMAGED SHALL BE
DISPOSED OF OFF AIRPORT PROPERTY. TREES SHALL
BE REPLACED WITH THE SAME SPECIES AND CALIPER,
TREES SHALL BE INSTALLED IN ACCORDANCE WITH
THE DETAIL ON SHEET D--9e ALL COSTS ASSOCIATED
WITH THIS WORK SHALL BE INCLUDED IN THE UNIT
PRICE PER EACH FOR TREE REPLACEMENT". THIS
PPR
UNIT PRICE SHALL INCLUDE .ALL LABOR, MATERIALS, APPROXIMATE DEPTHS
UTILITIES SHOWN AT
AND EQUIPMFNT NECESSARY TO PROVIDE AT TREE TO
MATCH EXISTING CONDITIONS, THE CONTRACTOR AND LOCATIONS. _
SMALL BE RESPONSIBLE FOR MAINTENANCE OF THE � ..w. .......�.,,...rv,.,...........,........,,.µ.,..- ---- .AA -�
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Project NO.
3301-0903
Sheet NO.
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.� NOTES:
NOTES: SSIVH �� RIM 27; 8' p 3. WORK WILL BE TAKING PLACE ADJACENT TO AN EXISTING BUSINESS. PRIOR TO CONSTRUCTION, CONTRACTOR SHALL TAKE PRE --CONSTRUCTION
SHALL BE 11'1 22. I CONDITIONS. CONTRACTOR SHALL PROVIDE TEMPORARY ACCESS TO THE PARKING
� 1, EXISTING TREES REMOVED./DAMAGED H PHOTOGRAPHS TO DOCUMENT THE CONDITION OF THE EXISTING
DISPOSED OF OFF AIRPORT PROPERTY. TREES SHALL
f LOT MILE EXISTING DRIVEWAY IS CUT FOR PIPE INSTALLATION EXISTING PARKING LOT LIGHTS ShIALL. BE REMOVED WITH CARE STORED AND
' BE REPLACED WITH THE SAME SPECIES AND CALIPER. REINSTALLED UPON COMPLETION OF PIPE INSTALL.A11ON IN THIS AREA. CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE TO THE LIGHTS
r TREES SHALL BE INSTALLED IN ACCORDANCE WITH DURING REMOVAL. AND REINSTALLATION, CONTRACTOR SHALL RESTORE EXISTING CONCRETE SIDEWALKS AND PAVED DRIVEWAY TO
THE DETAIL ON SHEET D--R. ALL COSTS ASSOCIATED PRE --CONSTRUCTION CONDITION UPON COMPLETION OF PIPE INSTALLATION IN THIS AREA. EXISTING SIGN SHALL BE REMOVED PRIOR TO
WITH THIS WORK SHALL BE INCLUDED IN THE UNIT COMMENCING CONSTRUCTION AND REINSTALLED UPON COMPLETION OF THE WORK. EXISTING LANDSCAPING SHALL BE REPLACED UPON COMPLETION
A.
50 25 0 50 100 150 1
49�� PRICE PER EACH FOR TREE REPLACEMENT'. THIS OF WORK. ALL COSTS ASSOCIATED WITH THIS WORK SHALL. BE PAID FOR UNDER THE LUMP SUM CONTRACT PRICE FOR BUILDING AREA
EXISTING 15 UNIT PRICE SHALL INCLUDE ALL LABOR, MATERIALS, RESTORATION".
` RCP AND AND EQUIPMENT NECESSARY TO PROVIDE AT TREE TO
I SCALE IN FEET ACCESS MATCH EXISTING CONDITIONS. THE CONTRACTOR
' 4. EXISTING WATER SERVICE WILL BE DISTURBED DURING INSTALLATION OF NEW 72 CULVERT. CONTRACTOR SHALL RESTORE WATER SERVICE
as a APPROXIMATE SHALL BE RESPONSIBLE FOR MAINTENANCE OF THE
1 = 50 � CONNECTION UPON COMPLETION OF PIPE INSTALLATION, INCLUDING PIPE, VALVES AND WATER METER BOXES. ALL CASTS ASSOCIATED WITH THIS
LOCH! iiOw �. ,, TREE INCLUDING WATERING UNTIL THE TREE HAS WORK SHALL BE INCLUDED 1N THE UNIT PRICE PER EACH FOR "WATER SERVICE RESTORATION". THIS UNIT PRICE SHALL INCLUDE ALL LABOR,
a BECOME ESTABLISHED. QU MATERIALS AND EQUIPMENT NECESSARY TO PROVIDE A WATER SERVICE RESTORED TO THE PRECONSTRUCTION CONDITIONS,
2. UTILITIES SHOWN IN PROFILE ARE A APPROXIMATE "
F ' 5. EXITING SEWER SERVICE WILL BE DISTURBED DURING INSTALLATION OF NEW 72 CULVERT. CONTRACTOR SHALL RESTORE SEWER SERVICE
DEPTHS AND LOCATIONS.
v, r CONNECTION UPON COMPLETION OF PIPE INSTALLATION, INCLUDING PIPE AND CLEANOUTS. ALL COSTS ASSOCIATED WITH THIS WORK SHALL: BE
o EACH FOR "SEWER SERVICE RESTORATION".
Jr NCDOT 60 INCLUDED IN THE UNIT PRICE PER E THIS UNIT PRICE SHALL INCLUDE ALL LABOR, MATERIALS AND
"
lG- OF: W4 Y EQUIPMENT NECESSARY TO PROVIDE A SEWER SERVICE RESTORED TO THE PRECONSTRUCTION CONDITIONS.
i
LIMITS OF DISTURBANCE �
' EXISTING 6. EXITING 8" SEWER MAIN WILL BE DISTURBED DURING INSTALLATION OF NEW 72" CULVERT. CONTRACTOR SHALL RESTORE SEWER MAIN CONFECTION
a.
N" AI'PROXIMA TE 2" UPON COMPLETION OF PIPE INSTAL.LATION, INCLUDING PIPE AND CL:EANOUTS. CONTRACTOR SHALL INSTALL 20 LF OF CONTINUOUS DUCTILE IRON j
PROVIDE 2p WIDE TEMPORARY WATER MAIN PIPE CENTERED OVER THE 72 CULVERT FOR POR71ON OF SEWER FAIN. ALL COSTS ASSOCIATED WITH THIS WORK SHALL BE INCLUDED IN THE
ACCESS TO WILMINGTON LOCATION UNIT PRICE PER EACH FOR "SEWER MAIN RESTORATION, THIS UNIT PRICE SMALL INCLUDE ALL LABOR, :MATERIALS AND EQUIPMENT NECESSARY
DI s t INDUSTRIAL DEVELOPMENT BY
RIM 27.71 $ CLEARING OBSTRUCTIONS AND TO PROVIDE A SEWER MA RESTORED TO THE PRECONSTRUCTION CONDITIONS.
2v.o
` INV E Z-4:a9' ) o a '� MOWING GRASS. INSTALL
�, EXISTING 7. WATER AND SEWER RESTORATIONS SHALL BE PERFORMED IN ACCORDANCE WITH THE CAPE .FEAR PUBLIC UTILITY AUTHORITY SPECIFICATIONS
INi! W 4.52 TREE PROTECTION FENCING TO " SECTION 02660 — WATER DISTRIBUTION SYSTEM AND SECTION 02731 -- GRAVITY SANITARY SEWER SYSTEM, RESPECTIVELY.
` � � ...,. � � � � SANI TAR Y
MANHOLE #5 �,, DESIGNATE ACCESS PATH
/ CONSTRUCT 16 LF, ,
SEWER EXISTING 1-1 2" W� TER MAIN "
' APPROXIMA TE LOCA TION 72 RCP
ca REMOVE EXISTING ABANDONED c ,� S=.002. PLUG UPSTREAM
12 SEWER AT TRENCH. .� cn 1°"----------g END OF PIPE WITH BRICK
t��-��-----.�..Ql�� EXISTING
PLUG REMAINING PIPE ON SCHEDULE MASONRY IN ACCORDANCE
BOTH SIDES.'
{ � WITI-I NCDOT STD 840.71 Dfi'I VEWA Y TO
_ r` WORK
OPEN FIELD
• RESTORE
ROADWAY CON CTOR SHALL EXISTING SPIGOT```��..,� CONSTRUCTION
COORDI TE WITH POWER APPROXIMA Tf EXISTING WA TER METER
PAVEMENT, ENTRANCE
< MARKINGS, SIGNS QOMPANY p PROVIDE LOCA TION BO.XE'S CONTAIN MULTIPLE' � CONTIRACT OR SHALL
DI a'•' de LANDSCAPING TEMPORARY OWER POLE WA TER CONNECTIONS,
COORDINATE WITH POWER
RIM 2Z6J3 SUPPORT Mi . TRENCH IS ADJACENT WATER METER AVAILABLE COMPANY TO PROVIDE
� �� FOLLOWING PIPE � STAGING �
4 INV E 25.13 1 INSTAL ATION PEN FOR PIPE STALLATION. BOXES CONTAIN TEMPORARY POWER POLE
CLEAN --OUTS FOR AREA SUPPORT WHILE TRENCH
,� PLUM EXISTING 24" RCP IN INV W 24.96 EXISriI+ SSMEI RIM 28 38'
° Ra 1IIUL TIPLE` RV IS. OPEN FOR PIPE
3*00 ACCORDANCE WITH NCDOT LIGHT S INV N 20 56 CONTRACTOR SHALL ►
"A � 3� 255, 9 � �_ _ � INSTALLATION
� � STD 640.71. (DT EXISTING : z CONNECTIONS. COORDINATE WITH POWER � � .�
72" BUILDING a# COMPANY TO PROVIDE
CONSTRUC `�-� , Rcp 34�,0 T 3 e
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APPROVAL OF THIS
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1! 1.2
INCLUDE ANY PORTION OF W
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18 PAP` S�N .� EAN OUT SS�r" AIM . = 0 TRL`AI ..,....
NCDOT RIGHTS OF WAY � EET FOR WORK WATER MAIN AND VALVE
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EXIS�NG 18 RC LATERALS f REMOVE AND REST6RE I EXISTING 'PIPE
OPTICS 4 t t PROPOSED PIPE
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20 INLET/MANHOLE
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Scale
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Sheet No.

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STEELALL DIMENSIONS RELATIVE TOPLACEMENT OF REINFORCING r
1
PLACE A STONE DRAIN CONSISTIM13 OF ONE (1) CUBIC FOOT OF NUMBER 78M STONE.
CONTAINED
IN A POROUS FABRIC AT EACH WEEP HOLEs PLACE SUBDRAIN FINE AGGREGATE 8ENEATHs AROUND.
AND OVER THE STONE DRAIN 90 THE STONE DRAIN So D
t j
COMPLETELY COVERED BY A LAYER
FINFAAGREGATE AT LEAST ONE (1) FOOT THICK& WHERE THERE
Y
MORE THAN ONE WEEP HOLE IN A
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REGATE ATLEAST ONE(1) FOOT SOWE
IN CROSS SECTION TO CONNECT ALL STONE DRAINSm PLACE A VERTICAL DRAIN. OF SUBDRAIN FINE.
AGGREGATE AT LEAST ONE (1) FOOT SQUARE IN CROSS SECTION AT EACH WEEP HOLE TO AN ELEVATION
OF -i - OF THE EMBAN10AENTE
72�
SECTION OF MASONRY
PIPE PLUG,
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E17MR BRICK MIBONRY OR
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SECTION OF CONCRETE
prPE PLUG
NOTE:
UN PAY LIMITS (CaY,) FOR PIPE PL
12,' 'IN THICItNM 0f.'T.
CONCRETE PIPE PLUG (NCDOT STANDARD DETAIL 840.71)
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REM
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Checked
EMS/JMM
Project No.
3301-0.903
Sheet No.

TO FACE OF WALL
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Do/2
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18
DgJ3 (B-) ,
LOOSELY PLACED
MIDDLE BEDDING
Do + 4"
MINIMUM TRENCH WIDTH
AND PAY LIMIT FOR PIPE
FOUNDATION.
PAVED AR
FOR USE AT ROADWAY CROSSINGS, EXTENDING
20 FEET BEYOND THE EDGE OF THE ROADWAY
ON BOTH SIDES.
MOUND BACKFILL 6± ABOVE EXISTING GROUND
SURFACE EXCEPT WHERE MOUNDING WOULD
IMPEDE SURFACE DRAINAGE.
­4" JOPSOIL,
SEED AND MULCH
------------ -------- ---
COMPACTED PIPE
HAUNCH Do/2
COMPACGTED OUTER 6"
BEDDIN
LOOSELY PLACED
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MINIMUM TRENCH
WIDTH
TURFED AREAS SUITABLE FOUNDATION
TYPICALPIPE TRENCH.
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CHAMFER ALL CORNERS 1" OR HAVE A RADIUS OF
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AND OVER WITH A MINIMUM OF 1 3 it COVER AND A LENGTH OF.8" LESS THAN
ENDWALL LENGTH*
CONSTRUCT BOTTOM SLAB WITH FORMSm
DO NOT INTERPRET WALL THICKNESS (T) SHOWN FOR THE.THICKNESS
ACCEPTABLE, BUT IS USED IN COMPUTING ENDWALL QUANTITIES*
WHEN THE CONTRACTOR ELE CTS TO USE A CONSTRUCTION JOINT AT THE BOTTOM
OF THE PIPE# PLACE BAR "X" DOWELS IN THE BASE AS SHOWN ON PLANSv
SPACE BAR$ APPROXIMATELY ON 12" CENTERS UNLESS OTHERWISE DIRECTED
BY THE ENGINEER.
WHEN THE CONTRACTOR ELECTS TO USE A CONSTRUCTION JOINT AT THE
OF THE PIPE AND POUR THE BASE SEPARATELY LEAVE THE POUR ROUGHs
USE CLASS "B" CONCRETEa
MOUND BACKFILL 6± ABOVE EXISTING GROUTS
SURFACE EXCEPT WHERE MOUNDING WOULD
IMPEDE SURFACE DRAINAGE.
4" TOPSOIL,
SEED AND MULCH
------------
N
Y
COMPACTED PIPE
HAUNCH Do/2
COMPACTED OUTER
:6"
BEDDING
1 1181f
LOOSELY PLACED
MIDDLE BEDDING
Do +
MINIMUM TRENCH
WIDTH AND PAY LIMIT
FOR PIPE FOUNDATION.
TURFED. AREAS - UNSUITABLE FOUNDATION
FOR USE WHERE UNSUITABLE MATERIAL (OL, MH*
CH, OH, PT) OR OTHER COMPRESSIBLE OR
UNSTABLE MATERIAL IS ENCOUNTERED AT THE
BOTTOM OF THE TRENCH, PAYMENT WILL BE
MADE ONLY WHERE AUTHORIZED BY THE
ENGINEER.
TRENCH MATERIALS
PIPE FOUNDATION MATERIAL:
NCDOT STANDARD SPECIFICATIONS SECTION
1005, #78M STONE AGGREGATE. COMPACT TO
95% OF ASTM C698/AASHTO T99 STANDARD
PROCTOR DENSITY.
SELECT M ATERI AL:
MATERIAL TAKEN FROM THE EXCAVATION -(AS
AVAILABLE) OR FROM OFF —SITE. 'SOURCES AND
CONFORMING TO THE REQUIREMENTS FOR USCS
CLASSIFICATIONS SW, SM, SP, SC OR BETTER
WITH NO MORE THAN 20% PASSING THE #200
SIEVE. COMPACT TO 95% OF ASTM
C698/AASHTO T99 STANDARD PROCTOR
DENSITY (EXCEPT MIDDLE BEDDING).
GENERAL TRENCH BACKFILL MATERIAL:
MATERIAL TAKEN FROM THE EXCAVATION (AS
AVAILABLE) OR FROM OFF —SITE SOURCES AND
CONFORMING TO THE REQUIREMENTS FOR USCS
CLASSIFICATIONS SW, SM, SP, SC, ML, CL OR
BETTER. CLASSIFICATIONS OL, MH, CH, OH and
PT SHALL BE EXCLUDED. COMPACT TO 95% OF
ASTM C698/AASHTO T99 STANDARD PROCTOR
DENSITY.
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1. IT SHALL BE THE CONTRACTOR'S
—
0
RESPONSIBILITY TO MANIPULATE WET SOILS FOR
<
Z
W
DRYING OR TO -ADD WATER AS. NECESSARY TO
z
a
ACHIEVE THE SPECIFIED DENSITY.
ui
z
Z
2. ALL MATERIALS SHALL BE COMPACTED IN 81"
I-_
Z
m
<
<
MAXIMUM LOOSE LIFTS.
Z.=
3. THE CONTRACTOR SHALL BE RESPONSIBLE
O
W
<
FOR EXCAVATION SUPPORT AND DEWATERiNG.
0
V)
4. ALL EXCAVATION, BEDDING & BACKFILL
z
(WHETHER FROM THE EXCAVATION OR FROM
=5
OFF —SITE SOURCES), DEWATERING, EXCAVATION
x
SUPPORT, PIPE MATERIALS, FABRIC FOR
0
WRAPPING JOINTS, INCIDENTALS AND LABOR
SHALL BE INCLUDED IN THE UNIT PRICE PER
V)
LINEAR FOOT OF PIPE.
5. PIPE FOUNDATION MATERIAL, INCLUDING
EXCAVATION, WILL BE PAID AT THE CONTRACT
UNIT PRICE PER CUBIC YARD.
% ,%%S0M
C kpo
S S/6
SEAL
024169
O
is All's
Date
JULY, 2009
Scale
AS SHOWN
Drawn
REM
Checked
EMS/JMM
Project No.
3301-0903
Sheet No.

•
4—#6 x 11 f—opf
LONG
.ELEVATION
UMNER& NOTES:
USE -PIPE cOLLAn FOR EXTENDING EXISTING UNWAO-M.1c,
PIPE CULVERTS AT LOCATIONS SHOWN ON PLANS OR AS
DIRECTED BY THE ENGINEER. THIS I EXTBOING
EXISTING PIPES WITH PIPES OF DIFFERENT ]MATIERM".
CONSTRWT THE PIPE COLLAR WITH CLASS "B"
OR BETTER CONCRETE.
OBSERVE ALL REQUIREMENTS OF SECTION 840 OF THE
STANDARD SPECIFICATION&
USE 12 JIM DIAMETERVALUES FOR PIPE DIAMETER$
LESS THAN 12 INCHN
v EXIST. PIPE
SIDE ELEVATION
Now:?
77
I NCDOT STANDARD DETAIL 840.72
NOTE: COLLAR
SHALL BE FORMED.
TRENCH WALL
FA BEYOND
4—#6 x 11 ),-0"
LONG
CAST -IN -PLACE CONCRETE
ANTI -SEEPAGE COLLAR FOR 72 91 RCP
NOT TO SCALE
NOTE: SEE DETAIL
ON SHEET D-3 SWEET I OF
840m7
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LONG
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Sheet No.
D
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10' X 10' PLAN VIEW
SCALE: 1" = 5'
10' DIA PLAN VIEW
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10 DIA MANHOLE LAYOUT
STRUCTURE MH-#1
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FOR MANHOLES, PROVIDE MANHOLE FRAME AND
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4' 8: * 4 DIA.- RISER
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1. OPEN END PIPE WITH MINI SETBACK AND PFOPER DOMPACTION IS, AN ACCEPTABLE INLET TREATMENT
1. FOR DITCHES, APPLY PROTECTIVE COVERING PARALLEL TO THE DIRECTION OF FLOW. USE CHECK SLOTS AS
FOR STAGED CONSTRUCTION WHEN NOT LEFT IN PLACE FOR MORE THAN 30 DAYS. 2. WHEN A LONG DELAY 18 EXPECTED BETWEEN FIft / GRADE AND PLACEMENT OF A PERMANENT DRAINAGE SYSTEM REQUIRED. AVOID JOINING MATERIAL IN THE CENTER OF THE DITCH. 0 0*000000 y
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THE INLET AREA WITH CLASS 5 STONE OR ASPHkLT CONCRETE PLANT MIX AS DIRECTED BY THE ENGINEER. RUNWAY CENTERLINE.
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4. IF EROSION OCCURS DUE TO POORLY CONTROLLED DRAINAGE, THE PROBLEM SHALL BE FIXED AND THE 3301-0903
1. ALL SLOPES DRAINS SHAL BE 15" DIAMETER PIPE. ERODED AREA PROTECTED. Sheet No.
5. MONITOR AND REPAIR THE MATTING AS NECESSARY UNTIL GROUND COVER HAS BEEN ESTABLISHED.
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— 340 — 320 — 300 — 280 — 260 — 240 — 220 — 200 —180 —160 —140 —120 —100 — 80 — 60 — 40 — 20 20 40 60 80 100 120 140 160 180 200 220 240 260 280 300 320 340 360 380 400 420 440 460 480 500
TYPICAL BASIN CROSS SECTION STATION 20+00 (LOOYJNG UPSTREAM) D-7A
HORIZ: 1 "=40'
VERT: 1 "= 4'

NCDOT CLASS 1 RIP RAP
2' THICK
RIP RAP OUTLET PROTECTION DIMENSIONS
D W1 W2 L
180 4.5' 21.5 20'
i.'Ei �IYI
SEE PLAN FOR RIP -RAP PAI
DIMENSIONS
�L
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24
FILTER FABRIC
NCDOT 10561, TYPE 2
N!QI
1. CONTRACTOR SHALL USE THIS DETAIL TO CONSTRUCT ALL DISSIPATER PADS/RIP RAP OUTLET STRUCTURES AS SHOWN ON
THE PLAN SHEETS.
MAINTENANCE REQUIREMENTS:
1. INSPECT RIPRAP OUTLET STRUCTURE WEEKLY AND AFTER SIGNIFICANT (1/2 INCH OR GREATER) RAINFALL EVENTS TO SEE
IF ANY EROSION AROUND OR BELOW THE RIPRAP HAS TAKEN PLACE, OR IF STONES HAVE BEEN DISLODGED.
IMMEDIATELY MAKE ALL NEEDED REPAIRS TO PREVENT FURTHER DAMAGE.
8' MAX. STD. STRENGTH FABRIC W/ WIRE FENCE
1. WIRE FENCE (IF USED) SHALL BE MINIMUM 14 GAUGE Vil rH y
A MAXIMUM MESH OPENING OF 6--INCHES. \ f
2. SYNTHETIC FILTER FABRIC OF AT LEAST 957 BY WEIGHT OF
POLYOLEFINS OR POLYESTER, WHICH IS CERTIFIED BY THE
MANUFACTURER OR SUPPLIER AS CONFORMING TO THE GROUND
REQUIREMENTS IN ASTM D 6461 AND ALSO SHOULD CONTAIN
ULTRAVIOLET RAY INHIBITORS AND STABILIZERS ACCORDING TO
ASTM D 4355.
3. SEE THE NC EROSION CONTROL MANUAL FOR
SPECIFICATIONS INSTALLING SEDIMENT FENCE USING THE
SLICING METHOD MACHINERY.
TEMPORARY SILT FENCE
NOT TO SCALE
#57
_D STONE
PLASTIC OR WIRE TIES
STEEL POST
nQ
4" X 8" TRENCH LINED W/ 12"
OF FABRIC AND COMPACTED
FILL ON TOP
1 J_oJJ 3t._0>,
F7
SECTION E E
CULVERT INLET PROTECTION
NOT TO SCALE
EROSION CONTROL_
STONE (CLASS B)
VARIES
---� 2J_0"' MIN
SILT FENCE
FLpyy 1 � 1
SEDIMENT
CONTROL
STONE
I
SILT F
STEEL POST -- \
SILT FEN
1.5' MIN
- 13' M A
``- STRUCTURAL
STONE
. ECMN I+ R VIEW
TEMPORARY SILT FENCE WITH STONE OUTLET
NOT TO SCALE
�T_
1. SEE NCDOT STANDARD DETAIL 1605.01 ON SHEET D2.3 FOR SILT FENCE INSTALLATION.
2. STRUCTURAL STONE SHALL BE CLASS B EROSION CONTROL STONE. SEDIMENT CONTROL
STONE SHALL BE NO.5 OR NO.57 STONE. REFER TO NCDOT STANDARD DETAIL 1633.02 ON
SHEET D2.3.
MAINTENANCE REQUIREMENTS:
1. INSPECT SILT FENCE AND STONE OUTLET AT LEAST ONCE A WEEK AND AFTER EACH
RAINFALL. MAKE ANY REQUIRED REPAIRS IMMEDIATELY.
2. SHOULD THE FABRIC OF A SEDIMENT FENCE COLLAPSE, TEAR, DECOMPOSE OR BECOME
INEFFECTIVE, REPLACE IT PROMPTLY.
3. REMOVE SEDIMENT DEPOSITS AS NECESSARY TO PROVIDE ADEQUATE STORAGE VOLUME FOR
THE NEXT RAIN AND TO REDUCE PRESSURE ON THE FENCE AND STONE OUTLET. TAKE CARE
TO AVOID UNDERMINING THE FENCE DURING CLEANOUT.
4. REMOVE ALL FENCING `MATERIALS, STONE AND UNSTABLE SEDIMENT DEPOSITS AND BRING THE
AREA TO GRADE AND STABILIZE IT AFTER THE CONTRIBUTING DRAINAGE AREA HAS BEEN
PROPERLY STABILIZED.
10
EROSION AND SEDIMENT CONTROL - GENERAL NOTES:-
1. ANY GRADING BEYOND THE DENUDED LIMITS SHOWN ON THE PLAN IS A VIOLATION OF THE COUNTY EROSION
CONTROL ORDINANCE AND iS SUBJECT TO A FINE. IIMiTS Of DISTURBANCE EQUAL 30.0 AC
2.ALL TEMPORARY OR PERMANENT EROSION AND SEDIMENT CONTROL PRACTICES NECESSARY FOR RETAINING
SEDIMENTS ON THE CONSTRUCTION SITE SHALL BE INSTALLED AT THE LOCATIONS AS SPECIFIED ON THE PLANS
PRIOR TO ANY LAND CLEARING, GRUBBING, GRADING OR EARTH MOVING ACTIVITIES.
3.CRI1ICAL EROSION AREAS SHALL BE GIVEN SPECIAL ATTENTION PRIOR TO AND DURING CONSTRUCTION OF THE
PROJECT AND UNTIL SUCH TIME AS STABILIZATION OF THE PROJECT HAS BEEN ESTABLISHED.
4.PERtODIC SITE INSPECTIONS WILL BE MADE OF THE EROSION AND SEDIMENT CONTROL MEASURES TO DETERMINE
THEIR CONDITION AND PERFORMANCE. SHOULD ANY ADJUSTMENTS OR REPAIRS NEED TO BE MADE, THE
CONTRACTOR SHAD. RESPOND IMMEDIATELY IN MAKING NECESSARY REPAIR, ADJUSTMENT AND/OR REPLACEMENT.
ANY SEDIMENT WHICH HAS BEEN TRANSPORTED BEYOND THE PROJECT LIMITS SHALL BE REMOVED AND/OR
STABILIZED AS DIRECTED BY THE ENGINEER.
S.TOPSOIL STOCKPILES SHALL BE PLACED AT THE LOCATION AS DIRECTED BY THE ENGINEER. SILT FENCE SHALL BE
ERECTED AT THE TOE OF THE STOCKPILES. SILT FENCE SHALL BE MAINTAINED THROUGHOUT THE DURATION OF
THE PROJECT.
6.WHERE CONSTRUCTION VEHICLE ACCESS ROUTES INTERSECT PAVED ROADS, PROVISIONS SHALL BE MADE TO
MINIMIZE THE TRANSPORT OF SEDIMENT BY VEHICLES TRACKING ONTO THE PAVED SURFACE. WHERE SEDIMENT IS
TRANSPORTED ONTO A PUBLIC ROAD SURFACE, THE ROAD SHALL BE CLEANED THOROUGHLY AT THE END OF EACH
DAY. SEDIMENT SHALL BE REMOVED FROM THE ROADS BY SHOVELING OR SWEEPING AND TRANSPORTED TO A
SEDIMENT CONTROL DISPOSAL AREA. STREET WASHING SHALL BE ALLOWED ONLY AFTER SEDIMENT IS REMOVED IN
THIS MANNER.
7.CONTRACTOR SHALL MAINTAIN AND REPAIR EXISTING AGGREGATE BASE ON ACCESS ROADS, BARKING AREAS
AND/OR OTHER VEHICLE TRANSPORTATION ROUTES AS REQUIRED OR AS DIRECTED BY THE ENGINEER.
S.EROSION AND SEDIMENT CONTROL MEASURES INTENDED TO TRAP SEDIMENT SHALL BE CONSTRUCTED AS A FIRST
STEP IN ANY LAND DISTURBING ACTIVITY AND SHALL BE MADE FUNCTIONAL BEFORE UPSLOPE LAND DISTURBANCE
TAKES PLACE. THE MEASURES ARE TO BE KEPT CLEAR OF DEBRIS AND SEDIMENTS SHALL BE CLEANED OUT
PERIODICALLY DURING AND AFTER CONSTRUCTION ACTIVITIES. ALL OTHER STORM WATER MANAGEMENT FACILITIES
SHALL BE INSTALLED AND MADE OPERATIONAL AS SHOWN OR REQUIRED BY CONSTRUCTION ACTIVITIES.
9.PERMANENT OR TEMPORARY SEEDING AND MULCHING SHALL BE APPLIED TO DISTURBED AREAS IN ACCORDANCE
WITH SPECIFICATIONS OR AS DIRECTED BY ENGINEER AFTER FINAL GRADE IS REACHED ON ANY PORTION OF THE
SITE. TEMPORARY SEEDING AND MULCHING SHALL BE APPLIED AS DIRECTED BY THE ENGINEER TO DISTURBED
AREAS THAT MAY NOT BE A FINAL GRADE BUT WILL REMAIN DORMANT (UNDISTURBED) FOR LONGER THAN 30
DAYS. PERMANENT STABILIZATION SHALL BE APPLIED TO DISTURBED AREAS THAT ARE TO BE LEFT DORMANT FOR
MORE THAN ONE YEAR. TEMPORARY VEGETATIVE COVER MAY BE ELIMINATED IN FAVOR OF THE PERMANENT
VEGETATIVE COVER If SITE CONDITIONS PERMIT AND THE ENGINEER SO DIRECTS.
10.A PERMANENT VEGETATIVE COVER SHALL BE ESTABLISHED ON DISTURBED AREAS NET OTHERWISE PERMANENTLY
STABILIZED. PERMANENT VEGETATION SHALL NOT BE CONSIDERED ESTABLISHED UNTIL A GROUND COVER IS
ACHIEVED THAT IS UNIFORM, MATURE ENOUGH TO SURVIVE AND WILL INHIBIT EROSION. PERMANENT VEGETATIVE
COVER SHALL CONSIST OF LIMING, FERTILIZING, SEEDING, AND MULCHING TO ASSURE A FIRM STAND OF GRASS.
TEMPORARY ERASION CONTROL MEASURES ARE TO BE REMOVED ONLY WHEN STABILIZATION HAS BEEN
ESTABLISHED.
11. CONCENTRATED RUNOFF SHALL NOT FLOW DOWN CUT OR FILL SLOPES UNLESS CONTAINED WITHIN AN ADEQUATE
TEMPORARY OR PERMANENT CHANNEL, FLUME OR SLOPE DRAIN STRUCTURE.
12. MAINTENANCE OF ALL ERASION AND SEDIMENT CONTROL. PRACTICES SHALL BE SCHEDULED ON A WEEKLY BASIS
AND AFTER EACH RAINFALL PRODUCING RUNOFF. NECESSARY REPAIR, ADJUSTMENT AND/OR REPLACEMENT SMALL
BE PERFORMED IMMEDIATELY. RAINY SEASONS OR WET PERIODS WILL BE OF PARTICULAR CONCERN AND THE
PROJECT SHALL BE INSPECTED DAILY.
13. AIRBORNE SEDIMENTS (DUST) SHALL BE CONTROLLED IN ACCORDANCE WITH REQUIREMENTS OF THE
SPECIFICATIONS OR AS DIRECTED BY THE ENGINEER.
14. ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES SHALL BE REMOVED WITHIN 30 DAYS AFTER FINAL
SITE STABILIZATION OR AFTER THE TEMPORARY MEASURES ARE NO LONGER NEEDED, UNLESS OTHERWISE DIRECTED
BY THE ENGINEER.. TRAPPED SEDIMENT AND THE DISTURBED SOIL AREAS RESULTING FROM THE DISPOSITION OF
TEMPORARY MEASURES SHALL BE PERMANENTLY STABILIZED TO PREVENT FURTHER EROSION AND SEDIMENTATION.
15. STABILIZATION MEASURES SHALL BE INITIATED AS SOON AS PRACTICABLE IN PORTIONS OF THE. SITE WHERE
CONSTRUCTION ACTIVITIES HAVE TEMPORARILY OR PERMANENTLY CEASED, BUT IN NO CASE MORE THAN THIRTY
(30) DAYS AFTER WORK HAS CEASED.
16. AL.L SEDIMENT AND EROSION CONTROL DEVICES SHALL BE INSPECTED EVERY SEVEN (7) DAYS OR AFTER EACH
RAINFALL OCCURRENCE THAT EXCEEDS ONE-HALF (1/2) INCH. DAMAGED OR INEFFECTIVE DEVICES SHALL BE
REPAIRED OR REPLACED, AS NECESSARY.
17. ALL EROSION CONTROL DEVICES SHALL BE PROPERLY MAINTAINED DURING ALL PHASES Of CONSTRUCTION UNTIL
THE COMPLETION OF ALL CONSTRUCTION ACTIVITIES AND ALL DISTURBED AREAS HAVE BEEN STABILIZED.
ADDITIONAL CONTROL DEVICES MAY BE REQUIRED DURING CONSTRUCTION IN ORDER TO CONTROL EROSION AND/OR
OFFSITE SEDIMENTATION. ALL TEMPORARY CONTROL DEVICES SHALL BE REMOVED ONCE CONSTRUCTION IS
COMPLETE AND THE SITE IS STABILIZED.
GENERAL SEQUENCE OF CONSTRUCTION
1. INSTALL TEMPORARY EROSION CONTROL MEASURES TO INCLUDE CONSTRUCTION ENTRANCES, SILT FENCE, ROCK INLET PIPE PROTECTION, INLET PROTECTION, EXCELSIOR MATTING
AND CHECK DAMS. CONFIGURE
EXISTING LOW FLOW CHANNEL AS TEMPORARY SEDIMENT TRAP. EXISTING BERM TO ACT AS CHECK DAM UNTIL STABILIZATION.
2. COMMENCE CLEARING & GRUBBING OPERATIONS AND GRADING OPERATIONS. TOPSOIL SHALL BE STRIPPED FROM WORK AREAS AND STOCKPILED FOR REUSE UPON COMPLETION
OF WORK IN EACH AREA.
3. COMMENCE CONSTRUCTION OF DRAINAGE PIPELINES AND MAINTENANCE ACCESS ROADS.
4. CONSTRUCT BASIN LOW FLOW STRUCTURE MODIFICATIONS, FOREBAY BERM AND PIPE, AND CLEAN --OUT PAD.
5. DURING DRY WEATHER PERIODS, DEWATER PORTIONS (NOT TO EXCEED 300 LF AT A TIME) OF THE LOW FLOW CHANNEL/SEDIMENT TRAP TO ACCOMMODATE FINAL SHAPING AND
INSTALLATION OF 'EROSION
CONTROL STONE. RETURN EACH PORTION TO SEDIMENT TRAP SERVICE UPON COMPLETION.
6. THROUGHOUT CONSTRUCTION, INSTALL ADDITIONAL TEMPORARY AND PERMANENT STABILIZATION MEASURES IMMEDIATELY FOLLOWING COMPLETION OF THE ASSOCIATED WORK.
7. INSTALL RIP RAP IMMEDIATELY FOLLOWING COMPLETION OF CHANNEL. EXCAVATION AND PIPE OUTLET CONSTRUCTION.
8. SPREAD TOPSOIL, INSTALL EROSION CONTROL MATTING AND SEED & MULCH ALL NEW EARTH SLOPES IMMEDIATELY FOLLOWING GRADING OPERATIONS.
9. INSTALL INLET PROTECTION IMMEDIATELY FOLLOWING COMPLETION OF DROP INLETS.
10. AS WORK IN THE VARIOUS AREAS IS COMPLETED, SPREAD TOPSOIL AND SEE & MULCH THE AREAS.
11. THROUGHOUT CONSTRUCTION, REPAIR ANY AREAS OF EROSION USING SOIL FROM PROJECT EXCAVATION. APPLY EROSION CONTROL MATTING AND SEED & MULCH ALL REPAIR AREAS.
1.2. UPON FINAL STABILIZATION OF THE BASIN, REMOVE TEMPORARY EROSION CONTROL MEASURES. DEWATER THE LOW FLOW CHANNEL AND RESTORE THE CHANNEL DESIGN CROSS
SECTION BY REMOVING
SEDIMENT DEPOSITS. IT IS ANTICIPATED THAT THE EROSION CONTROL STONE MAY BECOME -CHOKED WITH SEDIMENT. THIS CONDITION IS ACCEPTABLE. SEED AND MULCH THE
CHANNEL.
13. FOLLOWING COMPLETION OF THE DRAINAGE PIPE LINE, APPLY TOPSOIL, SEED, AND MULCH TO ALL 'DISTURBED AREAS.
14. UPON PROJECT COMPLETION, RESTORE ALL STAGING AREAS, DETOUR AREAS, HAUL ROUTES, ETC. SEED AND MULCH ALL SUCH AREAS.
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Scale
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EM5/JMM
Project No.
3301--0903
Sheet No.

to
1.5 (MIN) to
to
DEWATERIN CONCRETE BLOCK
I
6" THICK LAYER OF #5
OR #57 STONE ON FACE css
1� Q
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``---.''--- MIN._ _ �4c� eaC `
_ 21 SLOPE,GRAVEL FILTER � m
5'
,�- WIRE SCREEN DEWATERING �
e 9 MIN. TEMPORARY SEDIMENT 0
POOL � �
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"� 1 MIN TOP OF BANK/
1.5 (MIN) CLASS B RIP RAP
i 2 2' MAX r fib 16" NATURAL GROUND
4AlBURIED WIRE I y' " ''
GATHER EXCESS I r. °�='?�.=
--''" AT CORNERS MIN
FABRIC ` .4Y Y
DROP INLET
WITH GRATE
CONSTRUCTION SPECIFICATIONS: CONSTRUCTION SPECIFICATIONS N
1. UNIFORMLY GRADE A SHALLOW DEPRESSION APPROACHING THE INLET. 1. LAY ONE BLOCK ON EACH SIDE OF THE STRUCTURE ON ITS SIDE IN THE BOTTOM ROW
STRUCTURE
2. DRIVE 5--FOOT STEEL POSTS 2 FEET INTO THE GROUND SURROUNDING THE TO ALLOW POOL DRAINAGE. THE FOUNDATION SHOULD BE EXCAVATED AT LEAST 2" BELOW crt NON --WOVEN GEOTEXTILE
INLET. SPACE POSTS EVENLY AROUND THE. PERIMETER OF THE INLET, A THE CREST OF THE STORM DRAIN. PLACE THE BOTTOM ROW OF BLOCKS AGAINST THE -� FABRIC UNDERNEATH
MAXIMUM OF 4 FEET APART. EDGE OF THE STORM DRAIN FOR LATERAL SUPPORT AND TO AVOID WASHOUTS WHEN I -`I
3. SURROUND THE POSTS WITH WIRE MESH HARDWARE CLOTH. SECURE THE --! I � litI
WIRE MESH TO THE STEEL POSTS AT THE TOP, MIDDLE, AND BOTTOM. OVERFLOW OCCURS. IF NEEDED, GIVE LATERAL SUPPORT TO SUBSEQUENT ROWS BY I �-� � �� i �� � � � �-�
All
PLACING A 2-FOOT FLAP OF THE WIRE MESH UNDER THE GRAVEL FOR PLACING 2x4 WOOD STUDS THROUGH BLOCK OPENINGS,
EW
ANCHORING IS RECOMMENDED. �� �
4. PLACE CLEAN GRAVEL (NC DOT #5 OR #57 STONE) ON A 2:1 SLOPE WITH A 2. CAREFULLY FIT HARDWARE CLOTH OR COMPARABLE WIRE MESH WITH 1/2-INCH OPENINGS
HEIGHT OF 16 INCHES AROUND THE WIRE, AND SMOOTH TO AN EVEN GRADE. OVER ALL BLOCK OPENINGS TO HOLD GRAVEL IN PLACE.
5. ONCE THE CONTRIBUTING DRAINAGE AREA HAS BEEN STABILIZED, REMOVE NOTES:
ACCUMULATED SEDIMENT, AND ESTABLISH FINAL GRADING ELEVATIONS. 3. USE CLEAN GRAVEL, 3/4 TO 1 /2--INCH IN DIAMETER, PLACED 2 INCHES BELOW THE TOP EOCK CHECK DAM.6. COMPACT THE AREA PROPERLY AND STABILIZED IT WITH GROUNDCOVER. OF THE BLOCK ON A 2:1 SLOPE OR FLATTER AND SMOOTH IT TO AN EVEN GRADE.1. STONE SHOULD BE PLACED OVER CHANNEL BANKS TO PREVENT
D.O.T #57 WASHED STONE IS RECOMMENDED. NOT TO SCALE WATER FROM CUTTING AROUND THE DITCH. Z
a O
2. THE SPACING BETWEEN THE DAMS SHOULD BE SUCH THAT THE TOE
OF THE UPSTREAM CHECK IS AT THE SAME ELEVATION AS THE TOP OF THE w
DOWNSTREAM CHECK. UJ
re
INLET PROTECTION INLET PROTECTION
NOT TO SCALE NOT TO SCALE
3
t
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TEMPORARY AND PERMANENT SEEDING SCHEDULES
d
NOTE: CONTRACTOR WILL BE REQUIRED
TO MAINTAIN ACCESS TO WORK AREA
THROUGHOUT PROJECT
50' MINIMUM
ROADWAY
6" MINIMUM THICKNESS
NO. 4 STONE
,
r
FILTER FABRIC UNDER
STONE.
EXISTING GROUND
-porary Seeding
Minimum
Puritw/Germination
V j n Rate
Seeding Dates
1
8 8 -
Hulled
Bermudagrass
Aug.
Table 2 - Permanent Seeding
Minimum
PurifulGermination
Application Rate
a) March 1 -- August 31
Tall Fescue
97%185%
75 lb/AC
Hulled
Bermuldagrass
97%/85%
25 lbs/AC
b) September 1 - February �28
Tall Fescue
9701o/85%0
75 Ibs/AC
Unhulled
Bermudagrass
97%/85%®
35 Ibs AC
avow
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_ -»---EXISTING TREE ROQTS. �"
3 REMOVE ALLSTRING do/OR WIRE WRAPPED � >�� (C-)
AROUND: TRUNK.
®UNI'ia
4. REMOVE ES, WIRE,4c OR tCt
R1 REMOVE ALL STRAPS, ROPES,
_ i C} l.lE1' THE RC?OTBALL. ? O, `�t��\-\ C
., .. CAR�ChJ'l
S REMOVE ALL. BURLAP & OR WIRE FROM THE TOP
OF THE ROOT BALL.
y , 1' •� B. TOP 4F ROOTBAL.L. TO BE SET 2 BELOW FINISH MULCH 3� FROM TRUNK SEAL i
D PAD OF CRUSHED STONE SHALL BE LOCATED WERE TRAFFIC WILL BE ENTERING OR LEAVING A SURROUNDING FINISH GRADE. s e 0
1. A STABILIZE fl24169
TI N SITE TO OR FROM A .PUBLIC STREET. 3'� PINE STRAW 'MULCH N O
CONSTRUG O 3' MIN. STAKE
DRIPL#NE
2. STONE TO BE NO. 4 FILTER STONE. HEIGHT ABOVE i1i:.71V AND LOOSENED
2 X2 X� CROSS MEMBER
GRADEto
s NATIVE SOIL BACECFILL
3. THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR FLOWING OF SEDIMENT PROTECTIVE �� 2 X2 X4 STAKE
EXISTING PAVEMENT. THIS MAY REQUIRE PERIODIC TOP DRESSING WITH ADDITIONAL BARRIER
ONTO PUBLIC ST
REETS OR EXIST FERTILIZER TABLETS
STONE AS CONDITIONS DEMAND AND REPAIR AND/OR CLEANOUT OF ANY MEASURES USED TO TRAP SEDIMENT. .r' AS SPECIFIEDA PLACE °#�
-- UNIFORMLY AROUI�O .IDLY, 2QIJ9
Ali
ALL SEDIMENT SPILLED, CROPPED WASHED OR TRACKED ONTO PUBLIC STREETS MUST BE REMOVED IMMEDIATELY. ' ROOT MASS BETWEEN
4• t if ORANGE, UV RESISTANT 2�X2�X4' CROSS 1 IN ROOTBALL �� ` a��_ � '-� � �.� -�-� : � MIDDLE AND BOTTOM
Stole
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PRIOR TO ENTERING ,..;c, HIGHS TENSILE STRENGTH MEMBER "--� • `ram ;;�;..; - OF ROOT MASS.
5. WHEN NECESSARY WHEELS MUST BE CLEANED TO REMOVE SEDIMENT OR ... _ r
DONE ON AN AREA STABILIZED WITH CRUSHED STONE WHICH DRAINS INTO AN , POLY BARRICADE FABRIC ,, ` ` '.'� ,`::ems -H Drawn
WASHING IS REQUIRED, IT SHALL BE ^�+ -� 1" ..).-� .�. _�I .T, t ��,° I`�' �~^° LL`' '
TILLED AND
APPROVED SEDIMENT BASIN. '" UNDISTURBED SOIL
LOOSENED NATIVE w REM
BE MIRAFI 500 OR EQUAL. SOIL BACKFILL :�--2"9C4" STAKE' Wf � Checked
6. FILTER FABRIC SHALL BE EMS
LONG' TAPER MIN. 1 B /JMM
NOTE. SCREWS �► ' TO ..� TIMES THE VOID INTO UNDISTURBED
2 X2 X4 .STAKE Project N.o.
STABILE I � C O N S `�" t �J� TI O N EN TR A N C � TREES TO BE SAVED WILL BE CLEARLY MARKED PRIOR TO CONSTRUCTION AND A SOIL 3301-0903
PROTECTIVE BARRIER IS TO BE INSTALLED AT THE DRiPLINE.
NOT TO SCALE DRIP LINE -- THE AREA OF SOIL DIRECTLY BENEATH THE TREE EXTENDING OUT T4 Sheet No.
THE TIPS OF THE OUTERMOST BRANCHES.
METHOD OF TREE PROTECTION DURING CONSTRUCTION TREE PLANTING DETAIL
NOT TO SCALE
NOT TO SCALE

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:... 5 AGGREGATE BASE COURSE, P-209 _
BASE COURSE, ITEM P--209. AGGREGATE BASE MATERIALS FOR. ROADWAY .
RESTORATION FOLLOWING PIPELINE CONSTRUCTION. ` 1--"BITUMINOUS SURFACE COURSE, TYPE 1-1-
THE CONTRACTOR SHALL BE RESPONSIBLE FOR VARIABLE DEPTH LIME
REPLACING ANY MATERIAL. CONTAMINATED BY HIS 2-"BITUMINOUS BINDER COURSE, TYPE H ROCK BASE COURSE
OPERATIONS WITH SIMILAR MATERIAL OF QUALITY
ACCEPTABLE TO THE ENGINEER.
Z
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AVERAGE RATE OF 165 LBS. PER SY.
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1. USE STANDARD NCDOT BITUMINOUS PAVEMENT MIXES AS SHOWN, OR EQUIVALENT NCDOT SUPERPAVE MIXES.
JULY, 2009
Scale
'
2. AGGREGATE BASE COURSE AND BITUMINOUS BINDER COURSE SHALL BE PLACED PRIOR TO OPENING TO TRAFFIC.
AS SHOWN
Drawn
3. MILLING AND 1 Y2" SURFACE COURSE SHALL FOLLOW APPROXIMATELY 1 MONTH BEHIND BINDER COURSE TO ALLOW FOR
EMS/JMM
POSSIBLE TRENCH SETTLEMENT. THIS WORK AND FINAL PAVEMENT MARKINGS SHALL BE EXEMPT FROM CONTRACT
Checked
TIME/LIQUIDATED DAMAGES, BUT ARE SUBJECT TO PROJECT RETAINAGE.
EMS
Project No.
4. SAWCUT EDGES AND MILLED EDGE SHALL BE TACKED WITH EMULSIFIED ASPHALT PRIOR TO PAVING.
3301-09a3
Sheet No.
5. THIS DETAIL APPLIES TO THE BID ITEM "RESTORATION OF TWO LANE PAVED ROADWAY'
EXISTING
ROADWAY
PAVEMENT SECTION
AIRPORT
BOULEVARD -
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PE1 JOB#: 11181.PE

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LINE LOW FLOW CHANNEL ---
W/ CLASS A EROSION
CONTROL STONE 9"THICK
1% SLOPE
&--'NSW J 111W %Jl%f I IL.FF-
EXISTING LOW FLOW ORIFICE
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6' MIN.
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50' MIN.
6" DIVERSION TO DIRECT RUNOFF FROM M
SECTION VIEW
TEMPORARY CONSTRUCTION ENTRANCE
NOT TO SCALE
i% SLOPE
00,
ALL OUTLET LENGTH
PIPES SHALL HAVE
FLARED END. SECTIONS
STORM DRAIN PIPE RIP —RAP
APRON
-PLAN
SLOPE.= 0%
TAILWATER
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FILTER FABRIC N.C.D.O.T. CLASS B
SECTION RIPRAP, MINIMUM
18" THICK, TYPICAL
RIP —RAP SCHEDULE
UPSTREAM
DOWNSTREAM
PIPE DIA. (IN.)
LENGTH (FT.)
WIDTH (FT.)
WIDTH (FT.)
60
35
15'
37
2_
6011
35'
151
371
la%ljl- I C Li
TO CULVERT INLET
EXISTING 30" OUTLET PIPE
AoPROVED
�0RTH CAROL INA EENVIRONMENTAL
MANAGEMENT COMMISSION
DIVISION OF KAJER QUALITY
VARIESAS DIRECTED BY FNrINFFR IRS MAY I
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NOTES- FILTER FABRIC
1. WIRE SHALL BE A MINIMUM OF 32'IN
WIDTH AND SHALL HAVE A MINIMUM OF 6
LINE WIRES W/12"STAY SPACING co FILL SLOPE
GROUND LINE
2. FILTER FABRIC SHALL BE A MINIMUM OF N:
36" IN WIDTH AND SHALL BE FASTENED 611 N
ADEQUATELY TO THE WIRE AS DIRECTED
BY THE ENGINEER MIN.
3. STEEL POST SHALL BE 5! 0" IN HEIGHT
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AND BE OF SELF FASTENER ANGLE
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ANCHOR FILTER
FABRIC SKIRT
GUIDELINES FOR TEMPORARY SILT FENCE DETAIL
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81 -PE

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NOTICE REQUIRED
ALL EXISTING UNDERGROUND UTILITIES SHALL BE PHYSICALLY LOCATED PRIOR TO THE BEGINNING OF ANY
CONSTRUCTION. IN THE VICINITY OF SAID UTILITIES.
CONTRACTORS SHALL NOTIFY OPERATORS WHO MAINTAIN UNDERGROUND UTILITY LINES IN THE AREA OF, PROPOSED
EXCAVATION AT LEAST TWO WORKING DAYS, BUT NOT MORE THAN TEN WORKING DAYS PRIOR TO COMMENCEMENT
OF EXCAVATION OR DEMOLITION.
CONTACT "CAROLINA ONE CALL" AT
1-800-632-4949
CONTACT THESE, UTILITIES
NEW HANOVER COUNTY PLANNING & INSPECTIONS. CAPE FEAR PUBLIC UTILITY AUTHORITY (WATER & SERVER)
PH: 910-798-7165 ATTN: FRANK STYERS
PH: 910-332-6670
PIEDMONT NATURAL GAS PROGRESS ENERGY
PH: 910-799. 7985
PH: 1-800-632-4949
EMERGENCY DIAL 911
BELL SOUTH
POLICE,- FIRE.- RESCUE PH:1-soy-s3a-a949 .
TIME WARNER CABLE
PH: 910-7034638
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NEW HANOVER
COUNTY AIRPORT
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NEW HANOVER
COUNTY AIRPORT
VICINITY MAP
(SCALE: 1 11-10001).
SHEET INDEX
SHEET NUMBER
BHEET'TITLE
C-0.0
COVER SHEET
C-1.0
NOTES
C-2.0
OVERALL BASIN MAP
C-3.0
BASIN EXPANSION PLAN
C-4.0
DETAILS
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• • ^ APPROVED/
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w� : Y >,/,` •..... ••�• N" CAROLINA ENVIRONMENTAL
t'tf//l/tttlfift111ttttttt\l`\i MANAGEMENT COMMISSION
DIVISION OF WQUALITY
- 0c-T— ft
P",PA"D' D BY,
,
.. ... .. ....
RA OUN
;
5911 Meander Drive, Suite 201CMVED
Wilmington, North Carolina 28403 OPT f
[phone] (0) [phone] i T 1 01
NC License #: C-2846 b E rc s-s
PROJECT # 11181.PE
FINAL DESIGN - NOT RELEASED FOR CONSTRUCTION
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EROSION CONTROL AND SEQUENCE OF CONSTRUCTION NOTES:
COORDINATION NOTES:
Seeding Mixture
NOTE: THESE EROSION CONTROL AND SEQUENCE OF CONSTRUCTION NOTES ARE INTENDED FOR
SPECIES RATE (LBIACRE}
CENTIPEDE
EACH "PHASE" OF CONSTRUCTION. THE ORDER AND STEPS TAKEN MUST BE IMPLEMENTED AS.EACH
PART OF THE PROJECT IS DEVELOPED; WHETHER AS A WHOLE OR IN PHASES.
1. THE CONTRACTOR IS REQUIRED TO OBTAIN ANY/ALL PERMITS REQUIRED FOR CONSTRUCTION
RUCTION OF THESE
PLANS.
GRASS 10-20
ANY EROSION
CONTROL DEVICES/MEASURES MUST REMAIN IN PLACE UNTIL THE ENTIRE BASIN DESIGNED TO
Seeding Dates
HANDLE SEDIMENTATION AND EROSION IS STABILIZED AND ALL IMPROVEMENTS WITHIN THE BASIN
ARE COMPLETE.
2• ALL CONSTRUCTION TO BE IN ACCORDANCE WITH PERMITS ISSUED AND WITH NEW HANOVER COUNTY, AND
MARCH - JUNE
THE STATE OF NORTH CAROLINA.
Soil Amendments
1. PLACE. A TEMPORARY GRAVEL CONSTRUCTION ENTRANCE AT THE EDGE OF AIRPORT BLVD.
WHERE THE EXISTING GRAVEL ROAD BEGINS. ESTABLISH THE LIMITS OF DISTURBANCE AND
INSTALL ALL TEMPORARY
3. THE CONTRACTOR IS TO ESTABLISH AND C
T HECK ALL HORIZONTAL AND VERTICAL CONTROLS TO BE USED WITH
HE PROJECT. IN ADDITION, THE CONTRACTOR IS TO COMPUTE THE LAYOUT OF THE
APPLY LIME AND FERTILIZER ACCORDING TO SOIL TESTS, OR APPLY 300 LBIACRE 10•10-10
SILT FENCE.
ENTIRE SITE PLAN IN
ADVANCE OF BEGINNING ANY WORK ASSOCIATED WITH THE SUBJECT PLAN .
S CONTRACTOR SHALL EMPLOY A
FERTILIZER.
2. CLEAR AND REMOVE FROM SITE ALL TREES {ONLY ONES TO BE REMOVED), ROOTS, ROOT MAT,
PROFESSIONAL. SURVEYOR TO PERFORM SITE IMPROVEMENT STAKEOUTS).
_
Mulch
ETC. FROM THE AREA WITHIN THE DESIGNATED CLEARING LIMITS:
4. ANYTIME WORK IS PERFORMED OFF -SITE OR WITHIN AN EXISTING EASEM
ENT, THE CONTRACTOR IS TO NOTIFY
DO NOT MULCH.
3. INSTALL REMAINING EROSION CONTROL. MEASURES AS SHOWN ON THE PLANS WITHIN THE
THE HOLDER OF SAID EASEMENT AS TO THE NATURE OF PROPOSED D WORK, AND TO FOLLOW ANY GUIDELINES
E
AREA DISTURBED. ALL EROSION CONTROL MEASURES MUST BE INSTALLED BEFORE
OR STANDARDS WHICH ARE ASSOCIATED WITH OR REFERENCED IN THE RECORDED EASEMENT
COMMENCING CONSTRUCTION.
.
5. CONTRACTOR SHALL REFER TO ARCHITECTURAL DRAWINGS NGS BY OTHERS FOR ALL BUILDING
FERTILIZE VERY SPARINGLY ZU LBIACRE NITROGEN IN SPRING WITH NO PHOSPHORUS.. CENTIPEDE GRASS CANNOT
4• PLANT GRASS OVERALL GRADED AREAS WITHIN 15 WORKING DAYS OF CEASE OF ANY GRADING
DIMENSIONS
DETAILS. AND
TOLERATE HIGH PH OR EXCESS FERTILIZER..
ACTIVITY.
S. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CLEANING AND RESTORING TO
GENERAL NOTES:
TEMPORARY SEEDING -LATE WINTER/EARLY SPRING
PRE-CONSTRUTION CONDITIONS ANY AREAS OUTSIDE THE PROJECT LIMITS THAT MAY
INADVERTENTLY BE DAMAGED DUE TO THE FAILURE OF THE EROSION CONTROL MEASURES.
6. DURING GRADING AND AFTER GRADING HAS BEEN COMPLETED, THE CONTRACTOR SHALL
EXISTING CONDITIONS AND TOPOGRAPHIC SURVEY SHALL BE FIELD VERIFIED BY CONTRACTOR AND ANY
DISCREPANCIES REPORTED TO THE OWNER, OWNERS REPRESENTATIVE AND/OR ENGINEER
Seeding 'MiXtUre
CONTINUE TO MAINTAIN PERMANENT AND TEMPORARY ERASION CONTROL MEASURES UNTIL
IMMEDIATELY,
FINAL INSPECTION AND APPROVAL BY NCDENR.
2. REASONABLE CARE HAS BEEN EXERCISED IN SHOWING THE LOCATION OF EXISTING UTILITIES ON THE
WINTER AND EARLY. SPRING
7. UPON RECEIVING FINAL INSPECTION AND APPROVAL BY NCDENR, THE CONTRACTOR CAN
PLANS. THE EXACT LOCATION OF ALL EXISTING UTILITIES IS NOT KNOWN IN ALL CASES. THE CONTRACTOR
SHALL EXPLORE THE AREA AHEAD OF DITCHING OPERATIONS BY OBSERVATIONS,
REMOVE TEMPORARY EROSION CONTROL MEASURES.
ELECTRONIC DEVIL
HAND DIGGING AND BY PERSONAL CONTACT WITH THE ES'
UTILITY COMPANIES. IN ORDER TO LOCATE EXISTING
SPECIESRATE LBIACRE)
8. THE CONTRACTOR SHALL CONTINUE.TO WATER, FERTILIZE, MOW AND MAINTAIN SPRIGGED,
SODDED, AND PLANTED AREAS UNTIL ALL CONSTRUCTION COMPLETE.
UTILITIES IN ADVANCE OF TRENCHING OPERATIONS SO AS TO ELIMINATE OR MINIMIZE DAMAGE TO EXISTING
UTILITIES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL COSTS RESULTING FROM ANY DAMAGE TO
Ne (GRAIN) 120
A
ANNUAL LESPED (KOIN PIEDMONT
IS
THE EXISTING UTILITY LINES INCLUDING LOSS OF UTILITY REVENUES. CONTRACTOR SHALL ARRANGE FOR
TEMPORARY SUPPORT OF EXISTING UTILITIES, SUCH AS POLES, CONDUITS, FIBER OPTIC
AND COASTAL PLAIN, KORE EAN IN MOUNTAINS) 50
IN
CABLES,
TELEPHONE CABLES, WATER LINES, ETC.
OMITANNUAL LESPEDEZA WHENDURATION OF TEMPORARY COVER IS NOT TO EXTEND BEYONDJUNE.
GENERAL EROSION AND SEDIMENT CONTROL NOTES:
3.
CONTRACTOR SHALL COMPLY WITH THE LATEST REVISIONS AND INTERPRETATIONS OF THE DEPARTMENT
SUMMER
1. THE EROSION CONTROL PLAN SHALL INCLUDE PROVISIONS FOR GROUNDCOVER ON ALL
OF LABOR SAFETY AND HEALTH REGULATIONS FOR CONSTRUCTION PROMULGATED UNDER THE
OCCUPATIONAL SAFETY AND HEALTH ACT.
EXPOSED PERIMETER DIKES, SWALES, DITCHES, PERIMETER SLOPES AND ALL SLOPES
SPA RATE-{LB/ACRE�
STEEPER THAN 3:'f WITHIN 7 CALENDAR DAYS FROM THE. LAST LAND DISTURBING ACTIVITY.
GRt)UND COVER SHALL BE PROVIDED ON ALL�OTHER DISTURBED AREAS WITHIN 14 CALENDAR
4. CONTRACTOR SHALL PLAN AND CONSTRUCT WORK SO AS TO CAUSE MINIMUM INCONVENIENCE TO THE
GERMAN MILLET 40
DAYS FROM THE LAST LAND DISTURBING ACTIVITY.
THE CONTRACTOR SHALL PROVIDE
OWNER AND THE PUBLIC. , ERECT AND MAINTAIN AT ALL TIMES DURING
THE PROGRESS OR TEMPORARY SUSPENSION OF WORK, SUITABLE BARRIERS, FENCES,
F
2: UNLESS OTHERWISE INDICATED, ALL VEGETATIVE AND STRUCTURAL EROSION AND SEDIMENT
CONTROL MEASURES SHALL BE CONSTRUCTED AND MAINTAINED IN ACCORDANCE THE
SIGNS OR OTHER
ADEQUATE PROTECTION, INCLUDING FLAGMEN AND WATCHMEN AS NECESSARY TO INSURE THE SAFETY OF
THE PUBLIC AS WELL AS THOSE ENGAGED THE C ONSTRUCTION WORK. CONSTRUCTION
a
WITH
MINIMUM STANDARDS AND SPECIFICATIONS OF THE NORTH CAROLINA EROSION AND
SIGNINGSHALL
BE IN ACCORDANCE WITH THE LATEST EDITION OF "CONSTRUCTION AND MAINTENANCE OPERATIONS
SPECIES RATE (LB/ACRE)
SEDIMENT CONTROL HANDBOOK(NO SEPARATE PAYMENT).
SUPPLEMENT TO THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES" BY THE DOT.
RYE (GRAIN) 120
3. THE CONTRACTOR SHALL NOTIFY PLAN APPROVING AUTHORITY O
ONE WEEK PRIOR T{� THE
5. ALL MATERIAL CLEARED OR DEMOLISHED BY THE CONTRACTOR IN ORDER TO CONSTRUCT THE WORK
PRECONSTRUCTION.CONFERENCE, ONE WEEK PRIOR TO THE COMMENCEMENT OF LAND
SHALL BECOME THE PROPERTY OF THE CONTRACTOR AND SHALL. BE PROPERLY DISPOSED OF OFF
Seeding dates
DISTURBING ACTIVITY, AND ONE WEEK PRIOR TO FINAL INSPECTION.
-SITE.
COASTAL PLAIN - DEG.1-APR.15 -LATE WINTER AND EARLY SPRING
4. ALL EROSION AND SEDIMENT CONTROL_ MEASURES ARE TO BE PLACED PRIOR TO CLEARING
6. ALL WORK BY THE CONTRACTOR SHALL BE WARRANTEED BY THE CONTRACTOR F
YEAR AFTER THE OWNER ACCEPTS THE WORK. OR A PERIOD OF ONE
L 15 - AUG.5 - SUMMER
AP15
AND/OR LAND DISTURBANCE.
AUG. -DEC. 30 -FALL
5. A COPY OF THE APPROVED EROSION AND SEDIMENT CONTROL PLAN AND PERMIT SHALL BE
7. CONTRACTOR SHALL CALL THE NORTH CAROLINA ONE -CALL. CENTER AT 1 800 632
CENTER TO LOCATE EXISTING UTILITIES BEFORE DIGGING. ( ) `4 6 AN ALLOW THE
Soil amendments
MAINTAINED ON THE SITE AT ALL TIMES.
FOLLOW RECOMMENDATIONS OF SOIL TESTS OR APPLY 2,000 LBIACRE GROUND AGRICULTURAL LlMESTQNE AND.750 LBIACRE
6• PRIOR TO COMMENCING LAND DISTURBING ACTIVITIES IN AREAS OTHER THAN INDICATED ON
10-10-10 FERTILIZER.
THESE PLANS.(INCLUDING, BUT NOT LIMITED TO OFF -SITE BORROW OR WASTE AREAS,
SITE NOTES:
STAGING. OR STORAGE AREAS), THE CONTRACTOR SHALL PREPARE AND SUBMIT A
Mulch
SUPPLEMENTARY
SUPPLEMENTARY EROSION CONTROL. PLAN TO THE OWNER FOR REVIEW AND TO.
APPLY 4,0001BIACRE STRAW. ANCHOR STRAW BY TACKING WITH ASPHALT, NETTING OR A MULCH ANCHORING TOOL- A DISK
FOR APPROVAL. CONTRACTOR SHALL PAY ALL FEES
E S REQUIRED AND SHALL INSTALL
NECESSARY MEASURES AT NO SEPARATE PAYMENT. THE CONTRACTOR HALL
S PROVIDE THE
1 • ANY DISCREPANCY IN THIS PLAN AND ACTUAL FIELD CONDITIONS SHALL BE REPORTED TO THE OWNER PRIOR TO
START OF CONSTRUCTION. GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFICATION
WITH BLADES SET NEARLY STRAIGHT CAN BE USED AS A MULCH ANCHORING TOOL.
OWNER AND THE ENGINEER A COPY OF THE AMENDED PERMIT
OF ALL
SETBACKS, EASEMENTS AND DIMENSIONS SHOWN HEREON BEFORE BEGINNING CONSTRUCTION.
Maintenance
7. THE CONTRACTOR IS RESPONSIBLE FOR INSTALLATION OF ANY ADDITIONAL EROSION
CONTROL MEASURES NECESSARY TO PREVENT EROSION AND SEDIMENTATION AS
-EITHER
2• CONTRACTOR $HALL MAINTAIN THE SITE IN A MANNER $O THAT WORKMEN AND. PUBLIC SHALL BE PROTECTED
FROM INJURY, AND ADJOINING PROPERTY PROTECTED FROM DAMAGE.
REFERTILIZE IF GROWTH IS NOT FULLY ADEQUATE, RESEED, REFERTILIZE AND MULCH IMMEDIATELY FOLLOWING
EROSION
DETERMINED BY THE REVIEWING AGENCY OR THE ENGINEER. (NO SEPARATE
PAYMENT).
3. ACCESS TO UTILITIES, FIRE HYDRANTS, STREET LIGHTING, ETC.,
OR OTHER DAMAGE. -
8. ALL DISTURBED AREAS ARE TO DRAIN TO APPROVED SEDIMENT CONTROL MEASURES AT ALL
SHALL REMAIN
UNDISTURBED, UNLESS COORDINATED WITH THE. RESPECTIVE UTILITY.
TIMES DURING LAND DISTURBING ACTIVIT#ES AN
D STABILIZATION IS ACHIEVED. DURING SITE DEVELOPMENT UNTIL FINAL 4. DO NOT SCALE THIS D17AWING AS IT IS A REPRODUCTION AND SUBJECT TO DISTORTION.
5. THE GENERAL CONTR! TOR SHALL R
DEMOLITION NOTES: 9. ALL AREAS DISTURBED REMOVE ALL DEBRIS FROM T BY CONSTRUCTION UNLESS OTHERWISE IMPROVED SHALL BE HE SITE UPON COMPLETION OF THE PROJECT
AND AT LEAST ONCE t. WEEK DURING CONSTRUCTION.
SODDED OR SEEDED AS INDICATED AND STABILIZED.
1. CONTRACTOR TO COORDINATE WITH THE OWNER TO PROPERLY MAINTAIN OR RELOCATE
EXISTING SERVICE CONNECTIONS WHEN NECESSARY. 6. THE GENERAL CONTF ,CTOR SHALL KEEP THE AREA OUTSIDE THE "CONSTRUCTION LIMITS" BROOM C
1©: DURING DEWATERLNG OPERATIONS, WATER SHALL BE PUMPED INTO AN APPROVED LEAN AT ALL
. TIMES.
FILTERING DEVICE PRIOR TO DISCHARGE TO RECEIVINGOUTLET.
' 2. CONTRACTOR IS TO WALK THE SITE, AND BECOME FAMILIAR WITH THE SCOPE OF DEMOLITION
f
REQUIRED. ALL DEMOLITION WORK REQUIRED TO CONSTRUCT NEW SITE IMPROVEMENTS 11. THE CONTRACTOR SHALL INSPECT ALL EROSION CONTROL. MEASURES PERIODICALLY AND 7• ALL UTILITIES TO SERVICE PROPOSED STRUCTURE SHALL BE UNDERGROUND ON SITE.
WILL BE PERFORMED BY THE CONTRACTOR AND WILL BE UNCLASSIFIED EXCAVATION.
AFTER EACH RUNOFF -PRODUCING EVENT. ANY NECESSARY REPAIRS OR CLEANUP TO 8. ALL STREET SURFACE
S, DRIVEWAYS, CULVERTS, CURB AND GUTTERS, ROADSIDE DRAINAGE DITCHES
MAINTAIN THE EFFECTIVENESS OF THE EROSION CONTROL DEVICES SHALL BE MADE CHES AND
3. DEMOLITION SHALL INCLUDE BUT IS NOT LIMITED TO THE EXCAVATION, HAULING AND OFFSITE OTHER STRUCTURES THAT ARE ©ISTURBED OR DAMAGED IN ANY MANNER
IMMEDIATELY. AS A RESULT OF CONSTRUCTION
DISPOSAL OF CONCRETE PADS, CONCRETE DITCHES, FOUNDATIONS, SLABS, STEPS, AND .
STRUCTURES; ABANDONED UTILITIES; BUILDINGS, PAVEMENTS AND ALL MATERIALS CLEARED 12. ALL TEMPORARY EROSION CONTROL MSHALL BE REPLACED OR REPACKED IN ACCORDANCE WITH THE SPECIFICATIONS. SHALL BE REMOVED BY CONTRACTOR ONCE AND STRIPPED TO THE EXTENT NECESSARY AS DIRECTED BY THE SOILS ENGINEER FOR THE STABILIZATION OR A SUFFICI€NT GROUND COVER HAS BEEN ESTABLfSHED OR A D 9• CONTRACTOR SHALL MAINTAIN AN "AS -
INSTALLATION OF THE NEW IMPROVEMENTS AND WITHIN THE LIMITS OF CLEARING AND S DIRECTED BY BUILT" SET OF DRAWINGS TO RECORD THE EXACT LOCATION OF ALL
THE ENGINEER. (NO SEPARATE PAYMENT). NCDENR'S FINAL. APPROVAL IS REQUIRED. PIPING PRIOR TO CONCEALMENT. DRAWINGS SHALL BE GIVEN TO THE OWNER UPON COMPLETION OF THE
GRADING AND AS SHOWN ON THESE PLANS. PROJECT WITH A COPY OF THE TRANSMITTAL LETTER TO THE ENGINEER.
13. TEMPORARY GRAVEL CONSTRUCTION ENTRANCE SHALL BE REQUIRED AT ALL CONSTRUCTION
4. THE CONTRACTOR SHALL PROTECT ALL ADJACENT PROPERTY, STRUCTURES AND UTILITIES STAGING AREA ENTRANCES AND ALL CONSTRUCTION ACCESS LOCH 10. #F DEPART 4N THE PROPERTY NOT TO BE DEMOLISHED. DAMAGE TO PROPERTIES OF OTHERS DUE TO LOCATIONS INTO NON -PAVED DEPARTURES FROM THE SPECIFICATIONS OR DRAWINGS ARE DEEMED NECESSARY
AREA: (NO SEPARATE PAYMENT). Y BY THE CONTRACTOR,
THE CONTRACTOR'S ACTIVITIES SHALL BE REPLACED IN KIND BY THE CONTRACTOR AT NO �" DETAILS OF SUCH DEPARTURES AND REASONS THEREOF SHALL BE GIVEN TO THE OWNER FOR REVIEW
DEPARTURES FROM THE CONTRACT DOCUMENT SHALL BE MADE WITHOUT THE PERMISSION OF THE OWNER.
. COST TO OWNER.. 14. WHEN CROSSING CREEK OR DRAINAGE -WAY, THE DIVISION OF WATER QUALITY SHALL BE
CONTACTED PRIOR TO DISTURBING A CREEK. THE CONTRACTOR SHALL INSTALL RIP -RAP WITH 11. CONTRACTOR SHALL VERIFY LOCATION 5.. ELECTRIC, TELEPHONE, SANITARY SEWER, WATER AND STORM SEINER UTILITIES THAT ON AND ELEVATION OF ALL UNDERGROUND UTILITIES.
FABRIC ALONG DISTURBED BANKS AND CHANNEL AND RESTORE SLOPES TO ORIGINALTHE LOCATION OF ALL
SERVICE OFF -SITE PROPERTIES SHALL BE MAINTAINED DURING THE CONSTRUCTION PROCESS EXISTING UTILITIES ARE. NOT NECESSARILY SHOWN ON PLANS AND WHERE SHOWN A
CONTOURS, BUT NOT STEEPER THAN 2:1 MAXIMUM. DISTURBED CREEK AREA SHALL BE THE CONTRACTOR SHALL ON HIS INITIATIVE AND AT NO EXTRA C RE ONLY APPROXIMATE.
BY THE CONTRACTOR. STABILIZED IMMEDIATELY. OST HAVE LOCATED ALL UNDERGROUND LINES t�
AND STRUCTURES AS NECESSARY. NO CLAIMS FOR DAMAGES OR EXTRA COMPENSATION SHALL ACCRUE TO
6. THE CONTRACTOR SHALL PRODUCE A PHOTOGRAPHIC RECORD (DIGITAL) OF DEVELOPMENT THE CONTRACTOR FROM THE PRESENCE OF SUCH PIPE OTHER OBSTRUCTIONS OR FROM DELAY DUE TO
COMMENCING WITH A RECORD OF THE SITE AS IT APPEARS BEFORE DEMOLITION IS BEGUN. REMOVAL OR REARRANGEMENT OF THE SAME. THE CONTRACTORS �
HALL BE RESPONSIBLE FOR ANY DAMAGE TO
AFTERWARDS, A PHOTOGRAPHIC RECORD SHALL BE MAINTAINED WEEKLY DURING MAINTENANCE PLAN UNDERGROUND STRUCTURES. CONTACT NORTH CARD " CAROLINA ONE CALL TOLL FREE 1-$00-632-4949 AT LEAST 4$`""
CONSTRUCTION AND ENDING WITH A PHOTOGRAPHIC RECORD OF THE DEVELOPMENT AS IT HOURS PRIOR TO CONSTRUCTION. THE CONTRACTOR IS RESPONSIBLE FOR
APPEARS AFTER DEMOLITION., THIS. RECORD SHALL BE DELIVERED TO THE OWNER.
1. ALL EROSION AND SEDIMENT CONTROL PRACTICES WILL BE CHECKED FOR STABILITY AND
UTILITIES. CONTACTING ALL NONSLIBSCRIBlNG
S
OPERATION FOLLOWING EVERY RUNOFF -PRODUCING RAINFALL BUT IN NO CASE LESS THAN
7. EXISTING CURB AND GLITTER, LIGHTS, SIDEWALK, AND UTILITIES NOT INTENDED FOR 12. THE CONTRACTOR ONCE EVERY WEEK. ANY NEEDED REPAIRS WILL BE MADE IMMEDIATELY TO MAINTAIN ALL TOR SHALL OBTAIN AND PAY FOR ALL INSPECTIONS, CERTIFICATIONS
DEMOLITION SHALL BE MAINTAINED, PROTECTED AND UNDISTURBED DURING DEMOLlT1flN.
PRACTICES AS DESIGNED.
BE REQUIRED. ,EQUIPMENT, ETC., THAT MAY
8. ALL. EXISTING IMPROVEMENTS INDICATED OR REQUIRED TO BE DEMOLISHED SHALL INCLUDE 2. ALL CONSTRUCTION ENTRANCES WILL BE PERIODICALLY T 13. THE ENGINEER OWNER
REMOVAL FROM THE PROPERTY AND PROPER DISPOSAL..
OP DRESSED WITH AN ADDITIONAL 2 DISCLAIM ANY ROLE IN THE CONSTRUCTION MEANS AND METHOD INCHES OF #4:STONE TO MAINTAIN PROPER DEPTH. ANY SEDIMENT THAT IS TRACKED fNTO
WITH THE PROJECT AS SET FORTH IN THESE PLANS.
S ASSOCIATED
THE STRETWILL BE IMMEDIATELY REMOVED,
9. CONTRACTOR SHALL COORDINATE RELOCATION OF ALL EXISTING OVER HEAD AND
UNDERGROUND UTILITIES INCLUDING CABLE, GAS, TELEPHONE AND ELECTRIC AND ANY OTHER 14. SEEDING TO BE INSTALLED TO LO
CAL REQUIREMENTS & STANDARD PRACTICES.
3. SEDIMENT WILL BE REMOVED BEHIND THE SEDIMENT FENCE WHEN IT BE
UTILITIES THROUGH THE SITE WITH THE RESPECTIVE COMPANIES. COMES 0.5 FEET DEEP
AT THE FENCE. THE SEDIMENT FENCE WILL BE BE REPAIRED AS NECESSARY TO MAINTAIN A
10. PROVIDE SMOOTH SAW CUT OF EXISTING PAVEMENTS, CURBS AND GUTTERS AND -SIDEWALKS BARRIER. SILT FENCE STAKES WILL BE SPACED 6 FEET APART UNLESS A WIRE BACKING IS
USED WITH 8 FOOT STAKE SPACING.
TO BE DEMOLISHED.
4. ALL SEEDED AREAS WILL BE FERTILIZED, RESEEDED AS NECESSARY, AND MULCHED
11. .ALL DEMOLITION WORK SHALL, BE DONE IN STRICT ACCORDANCE WITH LOCAL, STATE AND
ACCORDING TO SPECIFICATIONS IN THE VEGETATIVE PLAN TO MAINTAIN A VIGOROUS, DENSE
FEDERAL REGULATIONS AS WELL AS OSHA REGULATIONS:
VEGETATIVE COVER `,..�
12. EXISTING FIRE HYDRANTS ARE TO REMAIN IN SERVICE.
13. INFORMATION CONCERNING UNDERGROUND UTILITIES WAS OBTAINED FROM AVAILABLE
RECORDS, BUT THE THE CONTRACTOR -MUST DETERMINE THE EXACT LOCATION AND
ELEVATIONS, OF THE MAINS BY DIGGING TEST PITS BY HAND.
E
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3. SEE SHEET G4 FOR JOINT ELEVATIONS. Sheet No.
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>_ Project No.
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Sheet No.
�W-

Name and address of owner:
New Hanover County
230 Government Center Drive
Wilmington, NC 28403
Name of 24-hour contact who is responsible for erosion and sediment control:
Aaron Hope (AMH Construction)
407-920-8550
30 S Ivey Lane
Orlando, FL 32811
Nameaddress and phone number of primary permittee:
Marathon FBO Partners DBA Aero Center Wilmington (Lessee)
305-549-4011
19018 Eastwood Road
Wilmington, NC 28403 -
Engineer's name, address and phone number
JASON M SMITH, PE
J M Smith Engineering LLC
155 Clarkesville Street
Cornelia, GA 30531
[phone]
Water system:
Cape Fear Public Utility Authority (CFPUA)
Sewer System:
Public Sewer
Zoning:
A-1-A-I
SETBACKS: Front: 50'ft from right of way Side: 15 ft from lease line Rear: Based on Minimum Taxiway clearance per FAA
MAX BUILDING HEIGHT: per building code
TOTAL SITE ACREAGE/DISTURBED ACREAGE - 2.26 acres/ 2.5 ACRES
TOTAL SITE ACREAGE INCLUDES ALL PARCELS INVOLVED IN GRADING
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PERMIT SET - VALID WITH APPROVAL STAMP
SITE DEVELOPMENT PLANS FOR:
Aero C,L..nter Wilmington
11
142220
0184 & 1835 Fligh
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Wilminngton,NC 28405
313915.53.7748.000
Tax Parcel: R04200-001 -025-000
2020-274-01
OWNER
New Hanover County
230 Government Center Drive
Wilmington, NC 28403
910-798-7187
ACTIVITY SCHEDULE_
2021
NOV
JAN
APR
INSTALLATION OF EROSION CONTROL DEVICES
—
CLEARING AND GRUBBING
ROUGH GRADING
TEMPORARY GRASSING
UTILITY INSTALLATION
ROAD CONSTRUCTION
BUILDING CONSTRUCTION
FINISH GRADING
FINAL STABILIZATION
*EROSION CONTROL MAINTENANCE
*MAINTAIN THROUGHOUT LIFE OF PROJECT
"The installation of erosion control
rol measures and practices ices shall occur
prior to or concurrent with land disturbing activities." es.
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407-920-8550
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SCHEDULE OF DRAWINGS
COVER
GENERAL NOTES
EXISTING CONDITIONS
DEMO PLAN
SITE PLAN
GRADING AND DRAINAGE PLAN
ES&PC NOTES
ES&PCPLAN
ES &PCDETAILS
STORM PROFILES
DETAILS
LANDSCAPE PLAN

Wetland Certification: The design professional, whose seal appears hereon, certifies the
following: 1.) The National 1n Wetland I Fen�v Maps have been consulted; and, 2) The
appropriate plan sheet Does x:] Does No circle appropriate box) indicate areas of United
Not
States Army Corps of Engineers Juris is ional Wetlands as shown on the maps; and, 3) If
wetlands are indicated, the land owner or developer has been advised that land disturbance of
protected wetlands shall not occur unless the appropriate Federal Wetlands Alteration
("Section 404") Permit has been obtained.
General Notes:
1. All construction material and procedures shall conform to applicable municipality's
latest revision of their standard specifications.
2. All underground utility locations are approximate and are based on field evidence.
Exact locations of utilities shall be determined by the contractor at the time of construction.
The contractor shall field locate all utilities prior to beginning construction activity. Damage
to any utilities shall be replaced in kind and in good working order at the contractor's
expense. In the event an existing utility requires relocating, the contractor shall
contact and coordinate the work with the respective utility owners prior to relocation.
3. The contractor shall erect signs, barricades, flags, and/or other devices to adequately warn,
control, direct, and maintain traffic at all times in accordance with the manual of uniform
4. All disturbed unpaved areas shall be permitted per local requirements.
5. Contractor is responsible to maintain access for emergency vehicles at all times.
6. Any construction trailers shall be permitted per local requirements.
7. No additional construction or improvements, including but not limited to walls, fences,
signs, sprinkler systems, lights, trees, etc. will be allowed on the road right—of—way.
8. All construction and materials shall conform to their respective government
-regulations.
9. The property shown hereon appears not to be located in Flood Zone and does not
appear to be in a Special Flood Hazard Area (Subject to inundation by the 1% annual
chance Flood) and also Other Flood Areas — Zone 'Y' (Area of 0.2% annual chance flood;
areas of 1% annual flood with average depths of less than 1 foot or with drainage areas
less than 1 square miles; and areas protected by levees from 1% annual chance flood) as
shown on Flood Insurance Rate Map having a Map Number of FM 3720312900K and having
an Map Revised Date of 8/28/2018 as established by the Federal Emergency Management
Agency.
10. The contractor will notify utility companies prior to any construction performed in the
area of existing utilities. Utility locations shown here are based on surface field locations
and underground lines were not verified as to direction, size, depth, or condition.
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National Flood Hazard Layer FIRMette
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0 250 500 1,000 1,500 2,000
FEMA
*IRS
DEVELOPER INFORMATION
-
DEVELOPER: New Hanover County — Contact
DEVELOPER ADDRESS:230 Government Center Drive Wilmington, NC 28403
PHONE: [phone]
1 1
SEE FIS REPORT FOR DETAILED LEGEND AND INDEX MAP FOR FIRM PANEL LAYOUT I
0 2% Annual Chance Flood Hazard, Areas
of 1% annual chance flood with average
depth less than one foot or with drainage
areas of less than one square mile zone x
mumFuture Conditions 1% Annual
Chance Flood Hazard zone X
Area with Reduced Flood Risk due to
OTHER AREAS OF Levee. See Notes. zone X
FLOOD HAZARD Area with Flood Risk due to Leveezone D
NO SCREEN Area of Minimal Flood Hazard zone x
Effective LOMRs
OTHER AREAS Area of Undetermined Flood Hazard zone D
GENERAL Channel, Culvert, or Storm Sewer
STRUCTURES I I I I I I I Levee, Dike, or Floodwall
20.2 Cross Sections with 1% Annual Chance
17-S Water Surface Elevation
(Ds - - Coastal Transect
—$13— Base Flood Elevation Line (BFE)
Limit of Study
Jurisdiction Boundary
Coastal Transect Baseline
OTHER Profile Baseline
FEATURES Hydrographic Feature
Digital Data Available
N
No Digital Data Available
MAP PANELS
, '. Unmapped +
The pin displayed on the map is an approximate
point selected by the user and does not represent
an authoritative property location.
This map complies with FEMA!s standards for the use of
digital flood maps If It Is not void as described below.
The basemap shown complies with FEMA's basemap
accuracy standards
The flood hazard Information is derived directly from the
authoritative NFHL web services provided by FEMA- This map
was exported on : 4-0-a! -2-27- AM and does not
reflect changes or amendments subsequent to this date and
time. The NFHL and effective Information may change or
become superseded by new data over time.
This map image is void if the one or more of the following map
elements do not appear: basemap imagery, flood zone labels,
legend, scale bar, map creation date, community identifiers,
FIRM panel number, and FIRM effective date. Map images for
unmapped and uhmodernized areas cannot be used for
regulatory purposos.
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Uffiffes Protection Gen , Inc.
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and that the applical te o—rdfn-dnc—es—ani-0ides —cfNew —Hano- /er County, the State of North Carolina and the Feder
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24 HOUR CONTACT:
Aaron Hope (AMH Construction)
407-920-8550
• ES I '
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North Carolina
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SIZE VARIES AS
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OR NCDOT
FRAME & COVER
EXISTING ASPHALT
- EXISTING SUB -BASE
PRECAST ECCENTRIC TOP
MAX. 8" OF BRICK OR \
2, 4", 6" PRECAST
LEVELING RINGS 4 ��
d�
SECTION
DETAIL: . DETAIL NO:
MANHOLE RIM ADJUSTMENTS CAPE FEAR PUBLIC UTILITY AUTHORITY S-15
235 GOVERNMENT CENTER DRIVE �7
SCALE: NOT TO SCALE CFPUA DETAIL DATE: WILMINGTON, NC 28403 SHEET NO:
OFFICE: (910)332--6560
01/01/20
CFPUA REV. No: 2 Stewardship. Sustainability. Service.
FINAL GRADE /-FINAL GRADE
0
0
COVER COVER
J CL Il GREATER
THAN OR BETWEEN o
EQUAL TO 12 FT. 6- 12 FT.
J T
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= " MIN. 6" MIN.
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FORCE MAIN O.D.
TYPE C O.D.
COMPACTION NOTES:
e
1. ALL ZONES:` i EFFORT PER ASTM i••: EXCEPT AS STATED IN COMPACTIONNOTE,
. GRADE UNDER PAVEMENT: 98% STD EFFORT PER ASTM D698.
DETAIL:
r .
r CAPE FEAR PUBLIC UTILITY
ITYES
DETAIL NO:
•
•
,
PIPE EMBEDMENT
235 GOVERNMENT-rDRIVE
WILMINGTONNC 284
�.
SCALE: NOT TO SCALE • .0
NO:
CFPUA • t t Stewardship. .. Service.
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FLUSH COVER BLACK
"WATER METER"
3" IN AMR RECESS
LOCKING LID
3 3/8" DIA
RECESSED
up -/
2" DIA
NON-SKID
WATER METER TREAD
1=tlk�t PATTERN
RECESSED INSERT
FOR ORION ME
TRANSMITTER
18" METER BOX
2" POLY LINE
SDR 9 ASTM D2737
VALVE BOX
18" MIN. ---i
LID MARKED WATER
1
6" MIN.
1 z
EXISTING
9 MAX.
a
GRADE
2" GATE VALVE; OPEN LEFT
/\
WITH 2" SQUARE NUT
MAX.
1 1 2" OR 2" METER
/
2" SADDLE (SEE NOTES 1 & 2)
_
METER SETTER
WATER MAIN
12" MAX.
(SEE NOTE 6 & 7)
2" CTS -POLY
(1) 2" MIP COMPRESSION ADAPTER
BEDDING AS SPECIFIED
2" NIPPLE; BRASS
OR SS
DOTES:
1. WATER SERVICES SHALL BE INSTALLED PERPENDICULAR TO MAIN AND TERMINATE 18" INSIDE THE
RIGHT-OF-WAY LINE.
2. SERVICE SADDLES ON PVC MAINS SHALL BE WIDE BAND BRASS BODY.
3. METER BOXES SUSCEPTIBLE TO TRAFFIC SHALL CONFORM TO ASTM A48, CLASS 30B AND AASHTO
H2O LOAD RATING STANDARDS.
4. NON -TRAFFIC METER BOXES SHALL BE PER CFPUA STANDARD MATERIAL.
5. 3" CLEAN FILL REQUIRED ALL AROUND 2" POLY SERVICE LINE.
6. 1 1 /2" METER - NL METER SETTER SHALL BE PER CFPUA STANDARD MATERIAL.
7. 2" METER - NL METER SETTER SHALL BE PER CFPUA STANDARD MATERIAL.
8. WATER METER BOXES ARE TO BE A MINIMUM OF 5 FEET FROM THE PROPERTY CORNERS.
9. SERVICE PIPING AND METER SETTER TO BE CENTERED IN THE METER BOX.
DETAIL: DETAIL NO:
COMMERCIAL WATER SERVICE - CAPE FEAR PUBLIC UTILITY AUTHORITY W-3
1 1/2 OR 2-INCH METERS 235 GOVERNMENT CENTER DRIVE
SCALE: NOT TO SCALE CFPUA DETAIL DATE: WILMINGTON, NC 28403 SHEET NO:
OFFICE: [phone]
01/01/20
CFPUA REV. No: 2 Stewardship. Sustainability. Service.
B C, ee:
B
P
18" MIN.
10" & SMALLER PIPE
SECTION X-X
BENDS & TEES
m
EXISTING
GROUND
PLAN BENDS
�- 6" MIN. I
X�
PLAN TEES
SIZE 90 BENDS 45 BENDSd 122 1 /2 BENDS I TEES PLUGS 45 VERT. BENDS
A B A B A B A B
3
8
6
5
6
3
7
6
8
27
4"
8"
9"
5"
8"
3"
11 "
6"
9"
28"
6"
14"
11 "
9"
9"
8"
8"
12"
9"
36"
8"
16"
16"
12"
12"
10"
13"
14"
13"
42"
»
10
»
18
»
22
15
»
14
»
14
»
16
»
18
15»
»
50
12
20
28
18
17
16
16
22
18
62
14"
26"
29"
21 "
19"
18"
18" 1
26"
20"
72"
16"
33"
29"
25"
21"
20"
21"
32"
21"
83"
18"
40"
30"
28"
24"
1 22"
23"
36"
24"
88"
NOTES:
1. THRUST BLOCKING IS NOT PERMITTED EXCEPT IN SPECIAL INSTALLA110NS WHERE DESIGNED BY
ENGINEER AND APPROVED BY CFPUA.
2. ALLOW 7-DAY MINIMUM CONCRETE CURE TIME BEFORE PLACING LOAD ON THRUST BLOCK
3. BASED ON 160 PSI TEST PRESSURE AND 2,000 PSF SOIL BEARING CAPACITY.
4. ALL BEARING SURFACES TO BE CARRIED TO UNDISTURBED GROUND.
5. PIPE &FITTINGS TO BE WRAPPED IN 10 MIL PLASTIC PRIOR TO THRUST BLOCK BEING POURED.
DETAIL: DETAIL NO:
THRUST BLOCK CAPE FEAR PUBLIC UTILITY AUTHORITY WS-1 3
235 GOVERNMENT CENTER DRIVE
SCALE: NOT TO SCALE CFPUA DETAIL DATE: WILMINGTON, NC 28403 SHEET NO:
OFFICE: [phone]
01101 /20
CFPUA REV. No: 2 Stewardship. Sustainability. Service.
w
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1' MIN./
18" MAX.
BREAK RING,
2" MIN./6" MAX.
ABOVE FINISHED GRADE
PUMPING AND HOSE FIRE HYDRANT
'_CONNECTION EQUAL TO CFPUA
STANDARD WITH 5" STORZ
CONNECTION FACING ROADWAY
00
24"x24"x4" THICK
CONCRETE COLLAR
SCREW TYPE VALVE
fi\�!m, BOX W/LID, LID MARKED"WATER"
z_ COMPACTED
BACK FILL \�%f i���%��r�\\//`� 2' MINIMUM DEPTH 6" M.J. GATE VALVE
f\�i��\��i , i���`���ij//� (SEE NOTE 4) (OPEN LEFT)
SEE
SEE NOTE 3
NOTE 5
#57 STONE FILL
Ra
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3' MIN. VARIES. mi TEE
DI PIPE
i APPLIED JOINT RESTRAINT
•
NOTES
1. JOINT RESTRAINT SYSTEMS SHALL BE WEDGE ACTION STYLE FOR DI.
2. WHEN HYDRANT LEGS REQUIRE FULL LENGTH PIPE SECTIONS, OVER BELL RESTRAINT SYSTEM
SHALL HAVE 316 STAINLESS STEEL HARNESS AND FASTENERS.
3. CONTINUOUS 316 STAINLESS STEEL RODS (TEE TO VALVE AND VALVE TO HYDRANT) MAY BE
USED WITH COR-BLUE MJ T-BOLT AND GASKET KITS, AS AN ALTERNATIVE.
4. HYDRANT AND VALVE SHALL BE PLACED OUTSIDE DITCH LIMITS.
5. WEEP HOLES OPEN AND UNBLOCKED TO DRAIN.
6. MJ TEE SHALL BE RESTRAINED ON EACH SIDE OF MAIN PLUS MAIN VALVES, FITTING, OR
JOINTS WITHIN 10-FEET OF MJ TEE.
7. TRACING WIRE SHALL EXTEND ALONG HYDRANT LATERAL AND UP TO FINISHED GRADE WITH
2-FEET EXTENDED ABOVE THE BREAK RING OF HYDRANT.
el DETAIL: DETAIL NO:
FIRE HYDRANT ASSEMBLY CAPE FEAR PUBLIC UTILITY AUTHORITY 9
- W
235 GOVERNMENT CENTER DRIVE 7
SCALE: NOT TO SCALE CFPUA DETAIL DATE: WILMINGTON, NC 28403 SHEET NO:
OFFICE: [phone]
CFPUA REV. No: 2 01/01/20
Stewardship. Sustainability. Service.
CAPE FEAR PUBLIC UTILITY AUTHORITY STANDARD NOTES:
1.
ALL PROPOSED ADDITIONS TO THE CAPE FEAR PUBLIC UTILITY
AUTHORITY (CFPUA) WATER DISTRIBUTION AND SANITARY
SEWER COLLECTION SYSTEMS, AS SHOWN AND SPECIFIED
HEREIN, SHALL BE DESIGNED AND CONSTRUCTED TO CONFORM
TO STATE RULES AND THE CFPUA'S MINIMUM TECHNICAL
STANDARDS. THE CFPUA MINIMUM TECHNICAL STANDARDS ARE
CONTAINED IN THE CURRENT DESIGN GUIDANCE MANUAL,
MATERIAL SPECIFICATION MANUAL, TECHNICAL SPECIFICATIONS
FOR CONSTRUCTION, AND STANDARD DRAWING DETAILS.
2.
SEWER GUARDS REQUIRED AT ALL MANHOLES. STAINLESS
STEEL SEWER GUARDS REQUIRED AT MANHOLES LOCATED IN
TRAFFIC AREAS.
3.
WATER AND SEWER SERVICES SHALL BE PERPENDICULAR TO
MAIN AND TERMINATE 18" INSIDE RIGHT-OF-WAY LINE. SEWER
SERVICESCUL-DE-SACS
IN ARE C L E REQUIRED TO BE
PERPENDICULAR, OR MUST ORIGINATE IN END OF LINE
MANHOLE AND TERMINATE 18" INSIDE RIGHT-OF-WAY LINE.
4.
ALL SEWER SERVICES CONNECTING INTO DUCTILE IRON MAINS
SHALL ALSO BE CONSTRUCTED OF DIP.
5.
MINIMUM 10' UTILITIES EASEMENT PROVIDED ALONG THE
FRONTAGE OF ALL LOTS AND AS SHOWN FOR NEW
DEVELOPMENTS.
6.
NO FLEXIBLE COUPLINGS SHALL BE USED.
7.
ALL STAINLESS STEEL FASTENERS SHALL BE TYPE 316.
8.
CLEANOUTS SHALL BE LOCATED A MINIMUM OF 6 FEET FROM
ALL PROPERTY CORNERS.
9.
WATER METER BOXES ARE TO BE A MINIMUM OF 5 FEET FROM
THE PROPERTY CORNER.
10.
UNUSED SERVICES SHALL BE ABANDONED. ABANDONED WATER
SERVICES SHALL BE DISCONNECTED FROM MAIN.
11.
A MINIMUM OF 10' OF MAIN LINE, 5' UPSTREAM AND 5'
DOWNSTREAM SHALL BE REPLACED FOR NEW SEWER SERVICE
CONNECTIONS TO EXISTING CLAY GRAVITY SEWER MAINS.
12.
A MINIMUM OF 20' OF MAIN LINE, 10' UPSTREAM AND 10'
DOWNSTREAM SHALL BE REPLACED FOR NEW CUT IN .
MANHOLES ON EXISTING CLAY GRAVITY SEWER MAINS
13.
PROVIDE A MINIMUM DISTANCE OF SIX (6) INCHES BETWEEN
EDGE OF MANHOLE CORE HOLES AND MANHOLE BARREL
JOINTS. PROVIDE A MINIMUM DISTANCE OF SIX (6) INCHES
BETWEEN EDGES OF CORE HOLES. CORING THE MANHOLE CONE
IS NOT PERMITTED
14.
WATER MAIN AND FORCE MAIN PIPE INSTALLED BY OPEN CUT
SHALL BE BURIED AT A MINIMUM OF THREE (3) FEET AND A
MAXIMUM OF FIVE (5) FEET BELOW FINISHED GRADE. DEPTHS
GREATER THAN FIVE (5) FEET MUST BE APPROVED BY CFPUA.
15.
ALL MANHOLE MAIN LINE AND SERVICE PIPING TO BE
INSTALLED AT A MINIMUM OF CROWN TO CROWN OF THE
LARGEST DIAMETER PIPE.
DETAIL:
DETAIL NO:
STANDARD NOTES CAPE FEAR PUBLIC UTILITY AUTHORITY
i/�/S!�
Y Y
(REQUIRED ON ALL PLAN AND
PROFILE SHEETS) 235 GOVERNMENT CENTER DRIVE
SCALE: NOT TO SCALE
CFPUA DETAIL DATE: WILMINGTON, NC 28403
SHEET NO:
OFFICE: [phone]
CFPUA REV. No: 2
01I01/20
Stewardship. Sustainability. Service.
PAVED AREA UNPAVED AREA
LID FLUSH W/ FINISHED GRADE
PAVEMENT REPAIR
AS REQUIRED
3'-0" MIN.
LID MARKED -SEWER-
(WATER MAINS)
LID MARKED SEWER (FORCE MAINS)
PRECAST CONCRETE COLLAR
FINISH GRADE TO REVEAL
LINE ON COLLAR
SCREW TYPE
\f�\� VALVE BOX W/LID
f f/\if\if
DETECTION TAPE
TRACER WIRE
M.J. GATE VALVE
NOTES:
1. TRACER WIRE SHALL PENETRATE VALVE BOX THROUGH DRILLED
HOLE APPROX. 6" BELOW GRADE WITH MINIMUM 2-FEET EXTRA
LENGTH COILED IN THE VALVE BOX. SEE WS-6.
DETAIL: DETAIL NO:
VALVE DETAIL CAPE FEAR PUBLIC UTILITY AUTHORITY - WS
235 GOVERNMENT CENTER DRIVE Y Y a.7
SCALE: NOT TO SCALE CFPUA DETAIL DATE: WILMINGTON, NC 28403
SHEET NO:
OFFICE: [phone]
CFPUA REV. No: 2 01/01120 -
Stewardship. Sustainability. Service..
EXISTING GRADE
TRACER WIRE SHALL PENETRATE
VALVE BOX (MAX. HOLE SIZE I")
APPROXIMATELY 6" BELOW GRADE
WITH MIN. 2' EXTRA LENGTH COILED IN
THE VALVE BOX
SCREW TYPE
--- VALVE BOX
TRACER WIRE
LOCATOR BOX
(1,000' MAX.
INTERVAL) GATE VALVE
0
4 p4
MAIN PIPE o
o
WATER
MAIN/
DUCTILE IRON
Q o
FORCE
MAIN
TEE FITTING.
o
TRACER WIRE PIPE
ATTACH TRACER
° o
WIRE USING
o
DUCTILE IRON CROSS
ADHESIVE
o° o
FITTING (ATTACH TRACER
TAPE (TYP)
0
WIRE USING ADHESIVE
TAPE)
ATTACH TRACER
WIRE TO
INSTALL DETECTION
TAPE
FITTING USING
ON ALL PRESSURE
PIPING
ADHESIVE TAPE
(TYP. )
NOTES:
1. TRACER WIRE SHALL BE INSTALLED PER THE CFPUA MSM.
2. WIRE SHALL BE STRAPPED TO ALL PVC PIPING WITH ADHESIVE TAPE AT 12 FOOT
INTERVALS.
3. - SECURE WIRE TO ALL TEE AND CROSS FITTINGS WITH ADHESIVE TAPE.
4. ALL SPLICES IN THE WIRE SHALL BE MADE WITH 3M DBR DIRECT BURY SPLICE KITS.
DETAIL: DETAIL NO:
TRACER WIRE DETAIL CAPE FEAR PUBLIC UTILITY AUTHORITY WS 6
235 GOVERNMENT CENTER DRIVE 1/ Y �7
SCALE: NOT TO SCALE CFPUA DETAIL DATE: WILMINGTON, NC 28403 SHEET NO:
OFFICE: [phone]
CFPUA REV. No: 2 01/01/20 -'
Stewardship. Sustainability. Service.
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JOB NO.: 2020-274-01
SCALE:As Noted
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C80
OF

PERMIT SET - VALID WITH APPROVAL STAMP
SITE DEVELOPMENT PLANS FOR:
Fuel ,Farm Aero Center 14 ilminet..on
Name and address of owner:
New Hanover County
230 Government Center Drive
Wilmington, NC 28403
Name of 24-hour contact who is responsible for erosion and sediment control:
Aaron Hope (AMH Construction)
407-920-8550
30 S Ivey Lane
Orlando, FL 32811
Name address and phone number of primary permittee:
Marathon FBO Partners DBA Aero Center Wilmington (Lessee)
305-549-4011
19018 Eastwood Road
Wilmington, NC 28403
Engineer's name, address and phone number
JASON M SMITH, PE
J M Smith Engineering LLC
155 Clarkesville Street
Cornelia, GA 30531
(678) '267-3690
Water system:
Cape Fear Public Utility Authority (CFPUA)
Sewer System:
N/A
Zoning:
A-1-A-1
SETBACKS: Front: 50 ft from right of way Side: 15 ft from lease line Rear: Based on Minimum Taxiway clearance per FAA
MAX BUILDING HEIGHT: per building code
TOTAL SITE ACREAGE/DISTURBED ACREAGE - 0.12 acres/ 0.98 ACRES
TOTAL SITE ACREAGE INCLUDES ALL PARCELS INVOLVED IN GRADING
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LOCATION MAP - NOT TO SCA
3/4/2021
2051 Gardner Drive
Wilmimngton,NC 28405
313915.53.7748.000
Tax Parcel: Portion of R04200-001 wl,iO25-000 &
R-041 00-008-002-000
2020-274-01
OWNER
New Hanover County
230 Government Center Drive
Wilmington, NC 28403
910-798-7187
ACTIVITY SCHEDULE
2021
JAN
FEB
MAR
INSTALLATION OF EROSION CONTROL DEVICES
—
CLEARING AND GRUBBING
ROUGH GRADING
TEMPORARY GRASSING
UTILITY INSTALLATION
ROAD CONSTRUCTION
BUILDING CONSTRUCTION
FINISH GRADING
FINAL STABILIZATION
* MAINTENANCE
EROSION CONTROL MAINTEN
PROJECT
LIFE OF OJE
*MAINTAIN THROUGHOUT L
MAIA NN
The installati
on of erosion
control
measures and practices shall occur Prior to or concurrent with la
nd disturbing 9 activities
S� 1
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AR
ERT # 0 2492
GA SWCC LEVEL I� C 00
7 S45 CLARKESVILLE STREET
P.O. BOX 337
IjAY GjA 00S01
PH: 678-267-3690
FAX. [phone]
LOCAL. 706-894-233 7
24 HOUR CONTACT:
Aaron Hope (AMH Construction)
407-920-8550
SCHEDULE OF DRAWINGS
C000 'COVER
C1,0 I
GENERAL NOTES
C1.01 i
EXISTING CONDITIONS
C201 ;SITE
PLAN
C3,oO ;GRADING
AND DRAINAGE PLAN
C4,0
ES&PC NOTES
C4ol
ES&PC PLAN
C402—C43
ES&PC DETAILS
C"Q00—C8.2
DETAILS
L1.0
LANDSCAPE PLAN

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Wetland Certification: The design professional, whose seal appears hereon, certifies the
following: 1.) The National Wetland in7Does
Maps have been consulted; and, 2) The
appropriate plan sheet [ ] Does x]Not circle appropriate box) indicate areas of United
States Army Corps of Engineers Jurial Wetlands as shown on the maps; and, 3) If
wetlands are indicated, the land owner or developer has been advised that land disturbance of
protected 'wetlands shall not occur unless the appropriate Federal Wetlands Alteration
("Section 404") Permit has been obtained.
General Notes:
1. All construction material and procedures shall conform to applicable municipality's
latest revision of their standard specifications.
2. All underground utility locations are approximate and are based on field evidence.
Exact 'locations of utilities shall be determined by the contractor at the time of construction.
The contractor shall field locate all utilities prior to beginning construction activity. Damage
to any ,utilities shall be replaced in kind and in good workin order at the contractor's
expense. In the event an existing utility requires relocating, the contractor shall
contact and coordinate the work with the respective utility owners prior to relocation.
3. The 'contractor shall erect signs, barricades, flags, and/or other devices to adequately warn,
control, direct, and maintain traffic at all times in accordance with the manual of uniform
4. All disturbed unpaved areas shall be permitted per local requirements.
5. Contractor is responsible to maintain access for emergency vehicles at all times.
6. Any construction trailers shall be permitted per local requirements.
7. No additional construction or improvements, including but not limited to walls, fences,
signs, sprinkler systems, lights, trees, etc. will be allowed on the road right—of—way.
8. All construction and materials shall conform to their respective government
-regulations.
9. The property shown hereon appears not to be located in Flood Zone and does not
appear to be in a Special Flood Hazard Area (Subject to inundation by the 1% annual
chance Flood) and also other Flood Areas Zone "X" (Area of 0.2% annual chance flood;
areas of 1% annual flood with average depths of less than 1 foot or with drainage areas
less than 1 square miles; and areas protected by levees from 1% annual chance flood) as
shown on Flood Insurance Rate Map having a Map Number of FM 3720312900K and having
an Map Revised Date of 8/28/2018 as established by the Federal Emergency Management
Agency.
10. The contractor will notify utility companies prior to any construction performed in the
area of existing utilities. Utility locations shown here are based on surface field locations
and underground lines were not verified as to direction, size, depth, or condition.
i
REVISIONS
1
National Flood Hazard Layer FIRMette
0 250 500 1,000 1,500 2,000 tJ
DEVELOPER INFORMATION
DEVELOPER: New Hanover County Granseur Dick Contact
DEVELOPER ADDRESS:230 Government Center Drive Wilmington, NC 28403
PHONE: [phone]
SEE FIS REPORT FOR DETAILED LEGEND AND INDEX MAP FOR FIRM PANEL LAYOUT
Without Base Flood Elevate©nBFE) -
zone ti a Ass
SPECIAL FLOOD With BFI: or Depth zarsr , acr alp, ve 3
HAZARD AREAS . ' Regulatory Floodway
0.2% Annual Chance Flood Hazard, Areas
of 1916 annual chance flood with average
depth less than one foot or with drainage
areas of less than one square mile zone x
Future Conditions 1% Annual
Chance Flood Hazard zone x
Area with Reduced Flood Risk due to
OTHER AREAS OF Levee. See Notes. zone x
FLOOD HAZARD Area with Flood Risk due to Leveezone D
NO SCREEN Area of Minimal Flood Hazard zone x
Effective LOMRs
OTHER AREAS Area of Undetermined Flood Hazard zone D
GENERAL Channel, Culvert, or Storm Sewer
STRUCTURES IIIIIII Levee, Dike, or Floodwail
a 20'2 Cross Sections with 1% Annual Chance
Water Surface Elevation
Coastal Transect
—5u— Base Flood Elevation Line (BFE)
Limit of Study
Jurisdiction Boundary
— Coastal Transect Baseline
OTHER Profile Baseline
FEATURES Hydrographic Feature
Digital Data Available N
No Digital Data Available
MAP PANELS Unmapped
The pin displayed on the map is an approximate
point selected by the user and does not represent
an authoritative property location.
This map complies with FEMA's standards for the use of
digital flood maps if it is not void as described below.
The basemap shown complies with FEMA's basemap
accuracy standards
The flood hazard information is derived directly from the
authoritative NFHL web services provided by FEMA. This map
was exported on /21/2020 at 27 Aid and does not
reflect changes or amendments subsequent to this date and
time. The NFHL and effective Information may change or
become superseded by new data over time.
This map image is void if the one or more of the following map
elements do not appear basemap imagery, flood zone labels,
legend, scale bar, map creation date, community identifiers,
FIRM panel number, and FiRM effective date. Map images for
unmapped and unmodemized areas cannot be used for
regulatory purposes.
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Utilities Protection Cent r, Inc.
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DESIGNED
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DATE3/4/2021
JOB NO.: 2020-274-01
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a E:2328384.2510
NOTE: �` � ;`�- �Uj
Boundary information as per client. The lease area will be finalized matc I ne
once the design of the site is finalized. Boundary informatton for
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coordination purposes only and should not be considered a boundary I i j,
survey. J M Smith Engineering Assumes no responsibility for the y 2 �' ' , -� "� 1 ; I' ; Y_ rri a $ t c I I I n e
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accuracy of the boundary information as shown.. Topographic `- - �'- -� '`` - -- �`
information as provided by the client from various survey sources.
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rin Assumes no responsibility for the accuracy of
� J M -Smith Engineering p y Y �
the boundary information as shown.. J M Smith Engineering LLC
does not warrant the accuracy of the information provided from the
I,
surveyor. i
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N:194135.37
E:2&2837G.Bn181
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Designer's Plan Certification
"I hereby certify that this pla as be prepar in Drd n e with the latest New Hanover ounty Ordinances a d Sto
Water Design Manual."
Signature:
Printed Name and Title: Jason M. Smith, PE _
Date: 3/4/2021 _
Registration Number: 034070
Property OwnerCertification:
"I (We) hereby certify that I (we) am (are) the current owner of the property -and that upon re ipt of
"Authorization -To -Construct" any clearing, grading, construction or development, will be perfumed in accordance ith t
and that the applicable ordinances and rules of New Hanover County, the State of North Carollaand the Federal G verand its agencies which are hereby made part of this• plan. As the owner, I (we) accept full respsibility for the con ructoperation and maintenance of the proposed facilities. I (We) will not attempt to transfer of thiesponsibility witho t the
written authorization of New Hanover County."
Signature:
Printed Name and Title:
Date:
N880 16' 18"E
180.00'
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FUTURE FENCELIN s e
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3 IMPROVEMENTS Z 500 GALr �° Q,
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NOTE: Contractor to investigate for possible well approximately at SPC Northing: 193649.47, Eastin 2328444.13.
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Contact New Hanover County Department of Environmental Health prior to investigation. Well was shown on N88° 16' 18"E a
historical documents. This may not be an exact location of the well. If a well is determined to be at this location, mum 180.00' NC STATE PLANE NAD 83
proper abandonment procedures shall be taken to abandon the well.
E 2328564. 16
NC STATE PLANE NAD 8.� 50'
N:193890.48
E:2328384.25
FUTURE
i ACCESS
No use may be made of land or water within any zone established by this section in such a manner as to:
I. Create electrical interference with navigational signals or radio communication between the airport and aircraft;
SITE DATA TABLE
IMPERVIOUS AREA 0.32 ACRES (23% Impervious of disturbed
NUMBER OF PARKING SPACES N/A - Truck use only
BUILDING HEIGHT (N/A - No vertical buildings)
BUILDING HEIGHT (N/A - No vertical buildings)
11. Make it difficult for flyers to distinguish between airport lights and others; j
i
111. Result In glare in the eyes of pilots using the airport;
IV. Impair visibility in the vicinity of the airport; a t c h I n e
V. Create bird strike hazards; or
VI. Otherwise in any endanger or interfere with the landing, takeoff, or maneuvering of aircraft intending to use the airport. I
REVISIONS
NOTE:
SITE RECEIVES 0.0 ACRES OFFSITE DRAINAGE
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BASED ON HISTORICAL DOCUMENTS
TRIANGLE
CONTRACTOR TO INVESTIGATE
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PROCEDURES IF THERE IS A WELL
- CONSULT WITH ENVIRONEMENTAL HEALTH
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DATE3/4/2021
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DATE3/4/2021
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CIVIL SITE PLANS:
CIRCLE K - NTI AIRPORT BLVD VV11LMINGTON - 4C.115
WILMINGTON, NORTH CAROLINA 28405
NEW HANOVER COUNTY
ARCHITECT: OWNER: DEVELOPER: CIVIL ENGINEER: SURVEYOR:
CORE STATES GROUP NEW HANOVER COUNTY CIRCLE K STORES INC TIMMONS GROUP PARAMOUNTE ENGINEERING, INC
KENNETH J. MACKENZIE 230 GOVERNMENT CENTER DR ANDY PRIOLO 5410 TRINITY ROAD TIM CLINKSCALES, P.E., PLS
110 N. 11TH STREET WILMINGTON, NC 28403 1100 S ITUS COURT, SUITE #100 SUITE 102 122 CINEMA DRIVE
TAMPA, FL 33602 RALEIGH, NC 27606 RALEIGH, NC 27607 WILMINGTON, NC 28403
PH: [phone] PH: [phone] PH: [phone]
FAX: [phone] PROJECT MANAGER [e-mail]
BRIAN DOWNS
[e-mail]
PH: [phone]
ENGINEER OF RECORD
RICK BAKER, PE
[e-mail]
PH-2 [phone]
SITE PLAN SUMMARY
PROJECT:
CIRCLE K - NTI - AIF PORT BLVD W11L.M NIGTON - NC.115
NEW HANOVER COUNTY
1620 AIRPORT BLVD, WILMINGTON, NC 28405
R04200-001-025-F00 _-
OWNER:
PROJECT ADDRESS:
P I D:
JURISDICTION:
NEW HANOVER COUNTY
ZONING:
AC (AIRPORT COMMERCE)
EXISTING USE:
VACANT
PROPOSED USE:
CONVENIENCE STORE W/ GAS SALES
NOT LOCATED IN FLOOD HAZARDS AREA PER FEMA MAP #3720312900K
FLOOD ZONE:
(EFFECTIVE 08/28/2018)
2.13 AC (92,834.78 SF)
PROPOSED TRACT
AREA:
DISTURBED AREA:
1000 AC (435,600 SF)
EXISTING IMPERVIOUS
91.5 SF 0.10%
(0.)
SURFACE AREA:
PROPOSED
IMPERVIOUS SURFACE
69,896 SF
AREA:
PROPOSED %
75%
IMPERVIOUS
TYPE OF BUILDING
CONVENIENCE STORE: V-B (NON-SPRINKLERED)
CONSTRUCTION:
TYPE OF CANOPY
II-B
CONSTRUCTION:
PROPOSED
CONVENIENCE
5,200 SF
BUILDING SQUARE
FOOTAGE:
PROPOSED
CONVENIENCE
23'-011
BUILDING HEIGHT:
CONVENIENCE STORES W/ GAS SALES: 1 SPACE PER 400 SQUARE FEET OF GFA =
VEHICLE PARKING
5,200 SF / 400 SF = 13 SPACES REQUIRED,
SUMMARY: REQUIRED
TOTAL = 13 SPACES (1 MUST BE ADA SPACES)
23 PARKING SPACES
VEHICLE PARKING
2 ADA SPACES (1 IS VAN ACCESSIBLE)
SUMMARY: PROVIDED
TOTAL. 25 SPACES
M
00
0
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VICINITY MAP
NTS
GENERAL NOTES:
1. IT SHALL BE UNLAWFUL FOR ANY PERSON TO MAKE ANY EXCAVATION OR DO ANY OTHER WORK WHICH MAY
CAUSE A DANGEROUS CONDITION IN OR ON ANY STREET, ALLEY, SIDEWALK, PUBLIC WAY OR PUBLIC PLACE
IN THE CITY, UNLESS A WRITTEN PERMIT IS FIRST OBTAINED FROM AN OFFICER OF THE CITY VESTED WITH
AUTHORITY TO GRANT THE SAME. NO PERMIT SHALL BE ISSUED IN ANY CASE WHERE A BOND IS REQUIRED,
UNTIL A BOND SHALL HAVE BEEN EXECUTED.
2. ALL CONTRACTORS SHALL VISIT THE PROJECT TO FAMILIARIZE THEMSELVES WITH SITE CONDITIONS PRIOR
TO BIDDING OR CONSTRUCTION. BY SUBMITTING A BID, THE CONTRACTOR AND HIS SUBCONTRACTORS ARE
CONFIRMING THAT THEY HAVE VISITED THE SITE AND HAVE INCLUDED IN THEIR BID ANY ADDITIONAL ITEMS
OF CONSTRUCTION THAT MAY BE REQUIRED DUE TO EXISTING SITE CONDITIONS.
3. CIRCLE K / ILM RESPONSIBILITY PHASE LINE DELINEATES THE SCOPE OF WORK BREAKDOWN FOR THE
PRIMARY WORK ON EACH PAGE (I.E. UTILITY WORK ON THE UTILITY PLAN).
4. SOME OF THE UTILITIES WITHIN THE PROJECT LIMITS ARE CRITICAL INFRASTRUCTURE FOR THE AIRPORT.
SPECIAL ATTENTION MUST BE GIVEN BEFORE ANY INTERRUPTIONS.
Sheet List Table
Sheet Number
Sheet Title
C0.0
COVER SHEET
C1.0
EXISTING CONDITIONS PLAN
C1.1
EXISTING CONDITIONS PLAN
C1.2
DEMOLITION PLAN
C1.3
DEMOLITION PLAN
C2.0
SITE LAYOUT PLAN
C2.1
PAVING PLAN
C2.2
VEHICULAR ROUTING PLAN
C3.0
GRADING AND DRAINAGE PLAN
C3.1
GRADING AND DRAINAGE IPLAN
C3.2
SPOT GRADING PLAN
C3.3
PRIVATE STREET 1 - PLAN AND PROFILE
C3.4
PRIVATE STREET 2 - PLAN AND PROFILE
C3.5
PHASE IIIA DRY POND - PLAN AND PROFILE
C3.6
PHASE IIIA DRY POND - DETAILS
C3.7
PHASE 1II13 DRY POND - PLAN AND PROFILE
C3.8
PHASE IIIB DRY POND - DETAILS
C3.9
SCM DETAILS
C4.0
EROSION CONTROL PLAN - PHASE I
C4.1
EROSION CONTROL PLAN - PHASE I
C4.2
EROSION CONTROL PLAN - PHASE 11
PRELIMINARY - NOT RELEASED FOR CONSTRUCTION
ALL CONSTRUCTION TO BE IN ACCORDANCE WITH ALL NEW HANOVER COUNTY, CAPE FEAR
PUBLIC UTILITY AUTHORITY, NCDEQ, AND NCDOT STANDARDS, SPECIFICATIONS, AND DETAILS
C4.3
EROSION CONTROL PLAN - PHASE II
C4.4
NPDES PLAN
C4.5
NPDES PLAN
C4.6
NPDES NOTES AND DETAILS
C5.0
UTILITY PLAN
C5.1
UTILITY PLAN
C5.2
SANITARY SEWER AND WATER MAIN PLAN AND PROFILE
C6.0
LANDSCAPE PLAN
C6.1
LANDSCAPE PLAN
C7.0
NOTES AND DETAILS
C7.1
NOTES AND DETAILS
C7.2
NOTES AND DETAILS
C7.3
NOTES AND DETAILS
C7.4
NOTES AND DETAILS
C7.5
NOTES AND DETAILS
C7.6
NOTES AND DETAILS
C7.7
NOTES AND DETAILS
C7.8
NOTES AND DETAILS
1-1.0
SITE LIGHTING PLAN
1-1.1
SITE LIGHTING DETAILS
IR-1
IRRIGATION PLAN
IR-2
IRRIGATION DETAILS
4950
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SURVEY NOTES
1. ON SITE BOUNDARY, TOPOGRAPHY AND PLANIMETRIC INFORMATION IS
TAKEN FROM A SURVEY BY PARAMOUNTE ENGINEERING, INC DATED
11/2012019. OFFSITE TOPOGRAPHY AND PLANIMETRIC INFORMATION FROM
OTHER SOURCES AND HAS NOT BEEN FIELD VERIFIED BY TIMMONS GROUP.
2. ALL DISTANCES SHOWN ON SURVEY ARE HORIZONTAL GROUND DISTANCES
UNLESS OTHERWISE NOTED.
3. THIS SURVEY DOES NOT REPRESENT A TITLE SEARCH BY THIS FIRM.
4. BASIS OF BEARING SHOWN HEREON IS NC GRID NAD 83 NSRS 2007 .
( )
5. VERTICAL DATUM SHOWN HEREON IS NAVD88.
6. NOT LOCATED IN FLOOD HAZARD AREA PER FEMA MAP #3720312900K
(EFFECTIVE 08/28/2018).
7. EXISTING IMPERVIOUS AREA = 0.01 ACRES
8. THE UTILITIES ON THESE PLANS ARE APPROXIMATE ONLY, AND ARE NOT
ACCURATE FOR CONSTRUCTION PURPOSES. FOR FIELD MARKS CALL
1-800-632-4949.
WETLAND NOTES
1. WETLANDS DELINEATION PER MAP TITLED "WETLANDS LOCATION SURVEY
WILMINGTON INTERNATIONAL AIRPORT 500 +/- ACRE WETLAND DELINEATION"
BY MCKI -
M &CREED DATED 11 30-2010. USACE JURISDICTIONAL
DETERMINATION LETTER DATED 1/31/2020.
EXISTING CONDITIONS PLAN KEYNOTES
NUMBER
DESCRIPTION
TEMPORARY BENCHMARK #1
IRON ROD
CE01
N = 190,125.11'
E = 2,326,176.26'
ELEV. = 25.38'
TEMPORARY BENCHMARK #2
IRON ROD
CE02
N = 190,169.26'
E = 2,326,612.71'
ELEV. = 24.30'
LEGEND
S ,
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S
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OE MH ELECTRIC
rs, a N E k / f y _,, - __~ { CP -COMPUTED EASEMENT POINT
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O ` RSF - RAIL ROAD SPIKE FOUND ® 4 GAS VALVE
'` O CSF -COTTON SPINDLE FOUND "1
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SURVEY NOTES
1 . ON SITE BOUNDARY, TOPOGRAPHY AND PLANIMETRIC INFORMATION IS
TAKEN FROM A SURVEY BY PARAMOUNTE ENGINEERING, INC DATED
11/20/2019. OFFSITE TOPOGRAPHY AND PLANIMETRIC INFORMATION FROM
OTHER SOURCES AND HAS NOT BEEN FIELD VERIFIED BY TIMMONS GROUP.
2. ALL DISTANCES SHOWN ON SURVEY ARE HORIZONTAL GROUND DISTANCES
UNLESS OTHERWISE NOTED.
3. THIS SURVEY DOES NOT REPRESENT A TITLE SEARCH BY THIS FIRM.
4. BASIS OF BEARING SHOWN HEREON IS NC GRID NAD 83 (NSRS 2007).
5. VERTICAL DATUM SHOWN HEREON IS NAVD88.
6. NOT LOCATED IN FLOOD HAZARD AREA PER FEMA MAP #3720312900K
(EFFECTIVE 08/28/2018).
7. EXISTING IMPERVIOUS AREA = 0.01 ACRES
8. THE UTILITIES ON THESE PLANS ARE APPROXIMATE ONLY, AND ARE NOT
ACCURATE FOR CONSTRUCTION PURPOSES. FOR FIELD MARKS CALL
1-800-632-4949.
WETLAND NOTES
1. WETLANDS DELINEATION PER MAP TITLED "WETLANDS LOCATION SURVEY
WILMINGTON INTERNATIONAL AIRPORT 500 +/- ACRE WETLAND DELINEATION"
BY MCKIM & CREED DATED 11-30-2010. USACE JURISDICTIONAL
DETERMINATION LETTER DATED 1/31/2020.
EXISTING CONDITIONS PLAN KEYNOTES
NUMBER .
DESCRIPTION
TEMPORARY BENCHMARK #1 -
.
IRON ROD
CE01
N = 190,125.1 1'
E = 2,326,176.26'
ELEV. = 25.38'
TEMPORARYBENCHMARK#2
IRON ROD
CE02
N = 190,169.26'
E = 2,326,612.71'
1
IELEV. = 24.30'
LEGEND
@ IPF - IRON PIPE FOUND
@
MH DRA INA GE
0 SPRINKLER BOX
G IRF - IRON ROD FOUND
@
MH SANITARY
X
Q AMF - ALUMINUM MONUMENT FOUND
SPRINKLER HEAD
0 IPS - IRON PIPE SET
(2)
MH ELECTRIC
0 SPRINKLER VALVE
A CP - COMPUTED EASEMENT POINT
0
MH TELEPHONE
El CMF - CONCRETE MONUMENT
Ill GAS TESTLOCATION
E) PKS - PIK NAIL SET
@
MH WA TER
* FUEL LID
E) PKF - PIK NAIL FOUND
Go' R I SF - R41LROAD SPIKE FOUND
[E[]
STORM INLET
() GAS VALVE
@ CSF - COTTON SPINDLE FOUND
Of
ELECTRIC
WF-P-1 BACKFLOWPREVENTER
T
BOX
TELEPHONE PEDESTAL
(� FLAG POLE
FVW--1 WATER VA UL T
^m-4 SHRUB, BUSH
?- a ':K TREE 0ORSAPLING
(4 TELEPHONE VA UL T
nC
CABLE TV PEDESTAL
t"
r%�vv
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---U-
SIGN
* BOLLARD
I I
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L_.J
0
ELECTRIC METER
0 BOREHOLE
F_V_U_ 1 , UTILITY VAULT
*
WA TER METER
E AC UNIT
0 WF - WETLAND FLAG
16 MAILBOX
RCP - REINFORCED CONCRETE PIPE
(9
WATER VALVE
CMP - CORRUGATED METAL PIPE
0 CLEAN OUT
VCP - VITRIFIED CLAY PIPE
'��cf
FIRE HYDRANT
co " GUY
DIP - DUCTILE IRON PIPE
"?
HDPE -HIGH DENSITYPOL Y
ETHYLENE PIPE
C_Q
-3
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t r- HC HANDICAP PARKING
',-,"-
FES - FLARED END SECTION
* LP
LIGHTPOLE
(9 WELL
MKF - FIBER OPTIC MARKER
MKG - GAS MARKER
*
YARD LIGHT
8 MONITORING WELL
TVP - TELEVISION PEDESTAL
SIGP - SIGNAL POLE
<
GROUNDLAMP
@ ROOF DRAIN
HVAC - HEA TING, VENTILATION AND AIR CONDITIONING
&+ WATER SPIGOT
. LSA -LANDSCAPED AREA ____­
�
DEED LINE
RIW-RIGHT-OF-WAY ----" ­ ­­ ---------
­ - ---- - --
--- LINENOTSURVEYED
P / L - PROPERTY LINE
-C I L - CENTERLINE
- - - - - - - - ­ STORM LINE
NTS - NOT TO SCALE
�..-,---,.-,--,-,-,--..-,-,,-,�l-.
GV - GAS VALVE
. ..........
�3 --V
"AN
, mo- --------, --,,,---,-,------,�-SANITARYLINE
C8 - CATCH BASIN - ­
X--------
---- -- /�------- --FENCE
GI - GRATE INLET
Yf - YARD INLET
— —
OHP— —
OVERHEAD POWER LINE
Cl - CURB INLET
— —G—
—
PAINTED GAS LINE
EP - EDGE OF PA VING
TBC - TOP BACK OF CURB
— —
UGP­ —
PAINTED POWER LINE
D8 - DEED BOOK
PB - PLA T BOOK —
— _UGT­
—
PAINTED TELEPHONE LINE
PG -PAGE
SF - SQUARE FEET
—
PAINTED WATER LINE
— —w—
CONC - CONCRETE . r'C_Y_Y__Y_Y'Y'_Y'Y'Y"""�.
EDGE OF TREELINE
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�
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,.._ \ 4 ,,,�..�- PRELIMINARY - NOT RELEASED FOR CONSTRUCTION
. a ¢ ¢ � / _/
k,�, k '' ,. ALL CONSTRUCTION TO BE IN ACCORDANCE WITH ALL NEW HANOVER COUNTY, CAPE FEAR
� � ,k � �'
k4k �a D01, ',
�sba,yIF N,t PUBLIC UTILITY AUTHORITY, NCDEQ, AND NCDOT STANDARDS, SPECIFICATIONS, AND DETAILS
DEMOLITION NOTES
1. ALL UTILITIES OR STRUCTURES NOT INDICATED FOR REMOVAL OR
MODIFICATION ARE TO REMAIN AND BE PROTECTED FROM DAMAGE.'
2. CONTRACTOR TO OBTAIN, REFERENCE, AND UTILIZE ALL AVAILABLE'
ENVIRONMENTAL REPORTS (PHASE 1 ESA, ASBESTOS, ETC.) FROM
DEVELOPER.
3. ALL WASTE MATERIAL GENERATED FROM CLEARING AND DEMOLITION
ACTIVITIES SHALL BE DISPOSED OF OFF -SITE IN ACCORDANCE WITH ALL
APPLICABLE RULES AND REGULATIONS.
4. REMOVE/ DEMOLISH/ ABANDON AFTER EROSION CONTROL MEASURES ARE IN
PLACE AN APPROVAL OF THE INSPECTOR. REFER TO EROSION CONTROL
PLAN.
5. REMOVE TOPSOIL AND STOCKPILE APPROPRIATELY ON -SITE. ON -SITE
TEMPORARY STOCKPILES SHALL BE LOCATED WITHIN CONSTRUCTION LIMITS.
6. DO NOT INTERRUPT EXISTING UTILITIES SERVICING FACILITIES OCCUPIED BY
THE OWNER OR OTHERS EXCEPT WHEN PERMITTED UNDER THE FOLLOWING
CONDITIONS AND THEN ONLY AFTER ARRANGING TO PROVIDE ACCEPTABLE
TEMPORARY UTILITY SERVICES. (1) NOTIFY OWNER NOT LESS THAN ONE
WEEK IN ADVANCE OF PROPOSED UTILITY INTERRUPTIONS. (2) DO NOT
PROCEED WITH UTILITY INTERRUPTIONS WITHOUT RECEIVING OWNER
WRITTEN PERMISSION. (3) COORDINATE ALL UTILITY RELOCATION WITH
APPROPRIATE UTILITY PROVIDER.
7. ALL PAVEMENT OR CONCRETE TO BE REMOVED SHALL BE SAW CUT TO
PROVIDE A STRAIGHT AND UNIFORM JOINT WITH NEW CONSTRUCTION. ANY
EXISTING PAVEMENT, SIDEWALK, CURB & GUTTER, ETC. THAT MUST BE
REMOVED TO ALLOW NEW CONSTRUCTION SHALL BE REMOVED TO ALLOW
NEW CONSTRUCTION SHALL BE REMOVED AND REPAIRED PER THE
SPECIFICATIONS AND DETAILS OR TO MATCH EXISTING CONDITIONS'
(WHETHER OR NOT SHOWN ON THE DRAWINGS TO BE REMOVED). UTILITY
INSTALLATIONS MAY UTILIZE OPEN CUT OF PAVEMENTS UNLESS INDICATED
OTHERWISE. TRENCH IN EXISTING ASPHALT SHALL BE PATCHED PER
PAVEMENT REPAIR DETAIL.
8. PROTECT ALL ADJACENT PROPERTIES, THE GENERAL PUBLIC AND ALL OF
THE OWNERS FACILITIES. SHOULD DAMAGE OCCUR, NOTIFY ARCHITECT
IMMEDIATELY.
9. SUBSURFACE FEATURES ARE SHOWN IN APPROXIMATE LOCATION.
CONTRACTOR IS RESPONSIBLE FOR SUBSURFACE UTILITY EXPLORATION TO
DETERMINE UTILITY LOCATIONS AND DEPTHS.
10. THE CONTRACTOR SHALL USE NC ONE CALL (811) TO LOCATE ALL
UNDERGROUND UTILITIES.
11. CONTRACTOR TO VERIFY LOCATIONS AND SIZES OF ALL EXISTING FEATURES
PRIOR TO COMMENCEMENT OF CONSTRUCTION. REPAIR AND REPLACE ANY
DAMAGES TO EXISTING UTILITIES RESULTING FROM CONSTRUCTION.
12. CONTRACTOR IS RESPONSIBLE FOR REMOVING OR ABANDONING ALL
EXISTING UTILITIES AND STRUCTURES REQUIRED TO COMPLETE SITE
CONSTRUCTION, EITHER ONSITE OR IN PUBLIC ROW, IN ACCORDANCE WITH
LOCAL, STATE AND FEDERAL REGULATIONS.
13. WATER AND SEWER ABANDONMENT SHALL BE DONE IN ACCORDANCE WITH
NEW HANOVER COUNTY STANDARDS INCLUDING DISCONNECT FROM THE
MAIN AND REMOVAL OF SERVICES FROM THE RIGHT-OF-WAY.
14. ANY EXISTING UNIDENTIFIED SEPTIC SYSTEMS AND WELLS FOUND ON SITE
SHALL BE REMOVED OR ABANDONED IN ACCORDANCE WITH LOCAL, STATE
AND FEDERAL REGULATIONS AT NO CHARGE TO THE OWNER
15. VERIFY ALL ILLUSTRATED KNOWN UNDERGROUND ELEMENTS. EXERCISE
REASONABLE EFFORTS TO PROTECT ANY UNKNOWN UNDERGROUND
ELEMENTS. NOTIFY THE ARCHITECT IMMEDIATELY IF UNKNOWN ELEMENTS
ARE DISCOVERED THAT WOULD NECESSITATE MODIFICATION TO THE
PROPOSED DESIG
N.
16. CONTRACTOR SHALL COORDINATE ALL CONNECTIONS, RELOCATION AND
DEMOLITION WORK WITH THE APPROPRIATE COMPANY OR JURISDICTION
HAVING AUTHORITY AND SHALL OBTAIN ANY PERMITS AS REQUIRED.
17. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH APPLICABLE LOCAL,
STATE, AND OSHA REGULATIONS.
18. EXISTING MANHOLES, VALVE BOXES, VAULTS, CLEANOUTS, UTILITY POLES
ETC. TO REMAIN WITHIN THE GRADING LIMITS SHALL BE ADJUSTED AS
NEEDED TO FUNCTION PROPERLY WITH THE PROPOSED FINISHED GRADES
(WHET
HER HER OR NOT INDICATED TO BE MODIFIED).
19. GENERAL CONTRACTOR TO COORDINATE ALL PEDESTRIAN ACCESS PATHS,
LOCATIONS, LIGHTING ETC. WITH THE DEVELOPER.
20. CONTRACTOR SHALL NOTIFY APPROPRIATE DEPARTMENTS PRIOR TO
BEGINNING ANY WORK WITHIN PUBLIC RIGHT-OF-WAY.
DEMOLITION KEYNOTES
NUMBER
DESCRIPTION
D01
EXISTING FEATURE TO REMAIN.
REMOVE. EXISTING FEATURE IN ACCORDANCE WITH ALL LOCAL,
D02
STATE, AND FEDERAL REGULATIONS. CONTRACTOR TO
COORDINATE AS NEEDED WITH LOCAL MUNICIPALITY,
INSPECTORS, AND/OR UTILITY COMPANIES.
RELOCATE AND MODIFY EXISTING FEATURE TO REMAIN IN
D03
SERVICE IN ACCORDANCE WITH ALL LOCAL, STATE, AND FEDERAL
REGULATIONS. CONTRACTOR TO COORDINATE AS NEEDED WITH
LOCAL MUNICIPALITY, INSPECTORS, AND/OR UTILITY COMPANIES,
D04
EXISTING WETLANDS TO BE REMOVED ONLY AFTER IMPACT IS
FULLY PERMITTED.
CIRCLE K / ILM RESPONSIBILITY PHASE LINE DELINEATES THE
D05
SCOPE OF WORK BREAKDOWN FOR THE PRIMARY WORK ON EACH
PAGE (I.E. UTILITY WORK ON THE UTILITY PLAN).
D06
CIRCLE K 100% FUNDED CONSTRUCTION WORK
D07
ILM 100% FUNDED CONSTRUCTION WORK
D08
CIRCLE K AND ILM (50% / 50% SPLIT) CONSTRUCTION WORK
` ' /
/ /
` //
TREE DEMOLITION AREA (INDIVIDUAL TREES DENOTED WITH X )
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(� �___\ ALL CONSTRUCTION TO BE IN ACCORDANCE WITH ALL NEW HANOVER COUNTY, CAPE FEAR
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0 '1� PUBLIC UTILITY AUTHORITY, NCDEQ, AND NCDOT STANDARDS, SPECIFICATIONS, AND DETAILS
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DEMOLITION NOTES
1. ALL UTILITIES OR STRUCTURES NOT INDICATED FOR REMOVAL OR
MODIFICATION ARE TO REMAIN AND BE PROTECTED FROM DAMAGE.
2. CONTRACTOR TO OBTAIN, REFERENCE, AND UTILIZE ALL AVAILABLE
ENVIRONMENTAL REPORTS (PHASE 1 ESA, ASBESTOS, ETC.) FROM
DEVELOPER.
3. ALL WASTE MATERIAL GENERATED FROM CLEARING AND DEMOLITION
ACTIVITIES SHALL BE DISPOSED OF OFF -SITE IN ACCORDANCE WITH ALL
APPLICABLE RULES AND REGULATIONS.
4. REMOVE/ DEMOLISH/ ABANDON AFTER EROSION CONTROL MEASURES ARE IN
PLACE AN APPROVAL OF THE INSPECTOR. REFER TO EROSION CONTROL
PLAN. 1
5. REMOVE TOPSOIL AND STOCKPILE APPROPRIATELY ON -SITE. ON -SITE
TEMPORARY STOCKPILES SHALL BE LOCATED WITHIN CONSTRUCTION LIMITS.
6. DO NOT INTERRUPT EXISTING UTILITIES SERVICING FACILITIES OCCUPIED BY
THE OWNER OR OTHERS EXCEPT WHEN PERMITTED UNDER THE FOLLOWING
CONDITIONS AND THEN ONLY AFTER ARRANGING TO PROVIDE ACCEPTABLE
TEMPORARY UTILITY SERVICES. (1) NOTIFY OWNER NOT LESS THAN ONE
WEEK IN ADVANCE OF PROPOSED UTILITY INTERRUPTIONS. (2) DO NOT
PROCEED WITH UTILITY INTERRUPTIONS WITHOUT RECEIVING OWNER
WRITTEN PERMISSION. (3) COORDINATE ALL UTILITY RELOCATION WITH
APPROPRIATE UTILITY PROVIDER.
7. ALL PAVEMENT OR CONCRETE TO BE REMOVED SHALL BE SAW CUT TO
PROVIDE A STRAIGHT AND UNIFORM JOINT WITH NEW CONSTRUCTION. ANY
EXISTING PAVEMENT, SIDEWALK, CURB & GUTTER, ETC. THAT MUST BE
REMOVED TO ALLOW NEW CONSTRUCTION SHALL BE REMOVED TO ALLOW
NEW CONSTRUCTION SHALL BE REMOVED AND REPAIRED PER THE
SPECIFICATIONS AND DETAILS OR TO MATCH EXISTING CONDITIONS
(WHETHER OR NOT SHOWN ON THE DRAWINGS TO BE REMOVED). UTILITY
INSTALLATIONS MAY UTILIZE OPEN CUT OF PAVEMENTS UNLESS INDICATED
OTHERWISE. TRENCH IN EXISTING ASPHALT SHALL BE PATCHED PER
PAVEMENT REPAIR DETAIL.
8. PROTECT ALL ADJACENT PROPERTIES, THE GENERAL PUBLIC AND ALL OF
THE OWNER'S FACILITIES. SHOULD DAMAGE OCCUR, NOTIFY ARCHITECT
IMMEDIATELY.
9. SUBSURFACE FEATURES ARE SHOWN IN APPROXIMATE LOCATION.
CONTRACTOR IS RESPONSIBLE FOR SUBSURFACE UTILITY EXPLORATION TO
DETERMINE UTILITY LOCATIONS AND DEPTHS.
10. THE CONTRACTOR SHALL USE NC ONE CALL (81 1) TO LOCATE ALL
UNDERGROUND UTILITIES.
11. CONTRACTOR TO VERIFY LOCATIONS AND SIZES OF ALL EXISTING FEATURES
PRIOR TO COMMENCEMENT OF CONSTRUCTION. REPAIR AND REPLACE ANY
DAMAGES TO EXISTING UTILITIES RESULTING FROM CONSTRUCTION.
12. CONTRACTOR IS RESPONSIBLE FOR REMOVING OR ABANDONING ALL
EXISTING UTILITIES AND STRUCTURES REQUIRED TO COMPLETE SITE
CONSTRUCTION, EITHER ONSITE OR IN PUBLIC ROW, IN ACCORDANCE WITH
LOCAL, STATE AND FEDERAL REGULATIONS.
13. WATER AND SEWER ABANDONMENT SHALL BE DONE IN ACCORDANCE WITH
NEW HANOVER COUNTY STANDARDS INCLUDING DISCONNECT FROM THE
MAIN AND REMOVAL OF SERVICES FROM THE RIGHT-OF-WAY.
14. ANY EXISTING UNIDENTIFIED SEPTIC SYSTEMS AND WELLS FOUND ON SITE
SHALL BE REMOVED OR ABANDONED IN ACCORDANCE WITH LOCAL, STATE
AND FEDERAL REGULATIONS AT NO CHARGE TO THE OWNER
15. VERIFY ALL ILLUSTRATED KNOWN UNDERGROUND ELEMENTS. EXERCISE
REASONABLE EFFORTS TO PROTECT ANY UNKNOWN UNDERGROUND
ELEMENTS. NOTIFY THE ARCHITECT IMMEDIATELY IF UNKNOWN ELEMENTS
ARE DISCOVERED THAT WOULD NECESSITATE MODIFICATION TO THE
PROPOSED DESIGN. 1
16. CONTRACTOR SHALL COORDINATE ALL CONNECTIONS, RELOCATION AND
DEMOLITION WORK WITH THE APPROPRIATE COMPANY OR JURISDICTION
HAVING AUTHORITY AND SHALL OBTAIN ANY PERMITS AS REQUIRED.
17. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH APPLICABLE LOCAL,
STATE, AND OSHA REGULATIONS.
18. EXISTING MANHOLES, VALVE BOXES, VAULTS, CLEANOUTS, UTILITY POLES
ETC. TO REMAIN WITHIN THE GRADING LIMITS SHALL BE ADJUSTED AS
NEEDED TO FUNCTION PROPERLY WITH THE PROPOSED FINISHED GRADES
(WHETHER OR NOT INDICATED TO BE MODIFIED).
19. GENERAL CONTRACTOR TO COORDINATE ALL PEDESTRIAN ACCESS PATHS,
LOCATIONS, LIGHTING ETC. WITH THE DEVELOPER.
20. CONTRACTOR SHALL NOTIFY APPROPRIATE DEPARTMENTS PRIOR TO
BEGINNING ANY WORK WITHIN PUBLIC RIGHT-OF-WAY.
DEMOLITION KEYNOTES
NUMBER
DESCRIPTION
D01
EXISTING FEATURE TO REMAIN.
REMOVE EXISTING FEATURE IN ACCORDANCE WITH ALL LOCAL,
D02
STATE, AND FEDERAL REGULATIONS. CONTRACTOR TO
COORDINATE AS NEEDED WITH LOCAL MUNICIPALITY,
INSPECTORS, AND/OR UTILITY COMPANIES.
RELOCATE AND MODIFY EXISTING FEATURE TO REMAIN IN
D03
SERVICE IN ACCORDANCE WITH ALL LOCAL, STATE, AND FEDERAL
REGULATIONS. CONTRACTOR TO COORDINATE AS NEEDED WITH
-
LOCAL MUNICIPALITY, INSPECTORS, AND/OR UTILITY COMPANIES.
D04
EXISTING WETLANDS TO BE REMOVED ONLY AFTER IMPACT IS
FULLY PERMITTED.
CIRCLE K I ILM RESPONSIBILITY PHASE LINE DELINEATES THE
D05
SCOPE OF WORK BREAKDOWN FOR THE PRIMARY WORK ON EACH
PAGE (I.E. UTILITY WORK ON THE UTILITY PLAN).
D06
CIRCLE K 100% FUNDED CONSTRUCTION WORK
D07
ILM 100% FUNDED CONSTRUCTION WORK
D08
CIRCLE K AND ILM (50% / 50% SPLIT) CONSTRUCTION WORK
7////Z///
TREE DEMOLITION AREA (INDIVIDUAL TREES DENOTED WITH X)
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SITE LAYOUT NOTES
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1. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH NEW HANOVER COUNTY
100' BAY _......_._.....
EX. 12' PROP. 12' TAPER ._............... _........_.
._......... .. .
D NCDOT STANDARDS AND SPECIFICATIONS.
2. ALL DIMENSIONS ARE TO FACE OF CURB, EDGE OF PAVING, BUILDING WALL
TE
ROP. 1 2° FACE OR PROPERTY LINE UNLESS OTHERWISE NOTED.
3. CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS UTILITIES AND GRADES
AIRPORT BLVD - POSTED SPEED LIMIT: 45 MPH PRIOR TO CONSTRUCTION. CONTRACTOR SHALL NOTIFY THE ENGINEER OF
UA STORAGE - ANY EXISTING DISCREPANCIES PRIOR TO COMMENCING ANY RELATED
"r.
1 .._......... .......................w.. ..
._ ,....... ..
.........
.......... ......._ .. .... ... . .... .....
W_w _.... ...
4. AT LEAST 72 HOURS PRIOR TO
A ,,'' ; .....- :....... ..:... -..... AIRPORT BOULEVARD _ ...... .............._ ...... _ ........ NOTIFY
"NORTH CAROLINA ONE CALL" (81 ) O
RUCTION OR EXCAVATION THE
(-800-632-494 ) TO HAVE EXISTING UTILITIES LOCATED
N' ; ........w. NTRACTOR SHALL NOTI 1 R
S62 , ..... ' � (EXISTING NEW HANOVER COUNTY ROAD) _. _.... ............ _........._. .... __..... __ _..... ........... _.
e, - 5 PARKING SPACES ARE 9 5 WIDE X 18 LONG MINIMUM EXCEPT HANDICAP
' = , VARIABLE WIDTH ROW _..... _.,...... .._..." _
......... _..._m.. _._. .. M
u -µ .✓n..... _.._._..__ _... _ .._. _,_....m. _... w MINIMUM WITH 8.0 VAN ACCESS AN 5.09
, ,�� r� .,�`,, ...... _.......... µ,µ.;. ,µ... �:._......,� .�.p._.r ....._ D ACCESS AISLES •
WHICH ARE E ES D
STANDARD .
' N S69 6. REFER TO ARCHITECTURAL DRAWINGS FOR DIMENSIONS OF THE BUILDING.
"� -" R30' 7. CONTRACTOR SHALL NOTIFY THE ENGINEER OF ANY DIMENSIONAL
b F VF 1540.88 CONFLICTS PRIOR TO THE BEGINNING OF CONSTRUCTION.
e - ' 41 F„~ "� \ S88°50'44"W 8. ALL CURB AND GUTTER ONSITE SHALL BE 24" WIDE.
�" R30' I S71 27g•7I °°W 9. ALL DISTURBED CURB & GUTTER AND ASPHALT SHALL BE REPLACED PER NEW
T2 gp°4847
HANOVER COUNTY OR NCDOT STANDARDS AND SPECIFICATIONS.
10. ALL DRIVEWAY DESIGN AND CONSTRUCTION MUST COMPLY WITH NEW
.� HANOVER COUNTY SPECIFICATIONS. DRIVEWAYS SHALL BE PERMITTED
,, ' S44 SEPARATELY.
s, \ 11. NO SIGHT OBSTRUCTING OR PARTIALLY OBSTRUCTING WALL, FENCE,
f F` FOLIAGE, BERMING, PARKED VEHICLES OR SIGN BETWEEN THE HEIGHTS OF
., \ TWENTY-FOUR (24) INCHES AND EIGHT (8) FEET ABOVE THE CURB LINE
ram` e ELEVATION, OR THE NEAREST TRAVELED WAY IF NO CURBING EXISTS, SHALL
0. -
59.86° BE PLACED WITHIN A SIGHT TRIANGLE OF A PUBLIC STREET, PRIVATE STREET
59.86 , OR DRIVEWAY CONTAINED EITHER ON THE PROPERT
Y OR ON AN ADJOINING
PROPERTY.
66.7 12. ALL PAVEMENT MARKINGS MUST MATCH THE FINAL APPROVED SIGNAL PLANS.
ry 800 g'47"w ' 13. ALL EXTERIOR LIGHTING SHALL BE SHIELDED SO THE ILLUMINATION IS NOT IN
µ , S
4
ff,�.� 1 x � �` AN UPWARD DIRECTION.
-`" aP�z g 10' PARKING SETBACK
z't
50' FRONT SETBACK �`' R=134.50'
,..60' AIRPORT CS 10 L=30.56°
�1. 0 / _IN
FRONT SETBACK e ,
S01 9 lk CS34 e
p �,V",P��, ,S70
�
1�c �i P S02 R20
4,
30' S68
d l
10' PARKING
SETBACK
37.5' MAX. WIDTH
STREET YARD
80' AIRPORT FRONT
SETBACK
50' FRONT-"-----'
SETBACK
N 23RD ST - POSTED SPEED LIMIT: 45 MPH
UC
S64
TI
12
12'
Uzi
S69�
SCALE 1 "=40'
0 401 80-------------------------
------ -- R350' -
S60-�-
TRAFFIC CONTROL KEYNOTES
Linear Length
Symbol
y
Description
p
Material
Adjustment
T2
WHITE STOPBAR (24", 90 MIL); REFER TO NCDOT
Thermo
1
STANDARD DETAIL 1205.01.
TA
WHITE EDGELINE (4", 90 MIL); REFER TO NCDOT STANDARD
Thermo
1
DETAIL 1205.01.
TD
3 FT. - 9 FT./SP WHITE MINISKIP (4" 90 MIL); REFER TO
Thermo
0.25
NCDOT STANDARD DETAIL 1205.01.
TE
WHITE SOLID LANE LINE (4", 90 MIL); REFER TO NCDOT
Thermo
1
STANDARD DETAIL 1205.01.
TI
YELLOW EDGELINE (4", 90 MIL); REFER TO NCDOT
Thermo
1
STANDARD DETAIL 1205.01.
TN
WHITE GORELINE (8", 90 MIL); REFER TO NCDOT STANDARD
Thermo
1
DETAIL 1205.01 AND 1205.09.
TO
WHITE DIAGONAL (8", 90 MIL); REFER TO NCDOT STANDARD
Thermo
1
DETAIL 1205.01 AND 1205.09.
UA
LEFT TURN ARROW (90 MIL); REFER TO NCDOT STANDARD
Thermo
1
DETAIL 1205.08.
UB
RIGHT TURN ARROW (90 MIL); REFER TO NCDOT
Thermo
1
STANDARD DETAIL 1205.08.
UC
STRAIGHT ARROW (90 MIL); REFER TO NCDOT STANDARD
Thermo
1
DETAIL 1205.08.
UE
COMBO. RIGHT/STRAIGHT ARROW (90 MIL.); REFER TO
Thermo
1
NCDOT STANDARD DETAIL 1205.08.
SITE LAYOUT KEYNOTES
NUMBER
DESCRIPTION
CS01
C-STORE BUILDING, REFER TO ARCHITECTURAL AND MEP PLANS
BY OTHERS.
CS02
DUMPSTER ENCLOSURE AND BOLLARDS; REFER TO
ARCHITECTURAL PLANS BY OTHERS.
CS05
GAS CANOPY; REFER TO CANOPY PLANS BY OTHERS.
CS07
UST TANKS AND PAD; REFER TO FUELING PLANS BY OTHERS
FOR PAD SIZING AND PAVING DESIGN.
PYLON SIGN; FURNISHED AND INSTALLED BY OTHERS. VERIFY
CS10
EXACT LOCATION AND DESIGN BEFORE ROUGH -IN. PERMITTED
BY OTHERS.
CS11
AIR MACHINE; PROVIDE 3'x8' CONCRETE PAD. REFER TO DETAIL
CK-160.
CS12
AIR MACHINE PAVEMENT MARKING; REFER TO DETAIL CK-165.
TRANSFORMER PAD; GC TO COORDINATE LOCATION WITH
CS13
LOCAL PROVIDER. LOCAL PROVIDER CAN SUPERSEDE THE
PROPOSED TRANSFORMER PAD LOCATION.
CS14
ROOF LADDER PAD; 4'X6' STANDARD DUTY CONCRETE IF
OCATED IN LANDSCAPE AREA.
CS16
02 TANK AND STORAGE CABINET; 4'x4' STANDARD DUTY
ONCRETE PAD IF LOCATED IN LANDSCAPE AREA.
CS17
UILDING SERVICE ENTRANCE SECTION; 3.5'x7' STANDARD DUTY
ONCRETE PAD IF LOCATED IN LANDSCAPE AREA.
CS18
OUTDOOR SEATING; REFER TO PLAN FOR DIMENSIONS.
CS20
TWO (2) OUTDOOR SEATING TABLES. ONE (1) U-LINE H-2126R
SQUARE STANDARD & ONE (1) U-LINE H-2671 R SQUARE ADA.
CS21
CUSTOMER ONLY SEATING SIGN; REFER TO DETAIL CK-199.
CS23
BICYCLE RACK; REFER TO DETAIL CK-198 OR LOCAL
REQUIREMENT.
4" BOLLARD AND COVER, REFER TO DETAIL CK-180 AND CK-197
CS24
(TYP.). CENTER ON ADA STRIPING. 5' ON CENTER SPACING.'
REFER TO PLAN FOR COUNT.
CS25
6" BOLLARD AND COVER, REFER TO DETAIL CK-180 AND FUELING
PLANS FOR LOCATION AND COUNT (TYP.).
ACCESSIBLE PARKING SIGN (TYPICAL - PER ADA AND LOCAL
CS27
CODES) R7-8A (MUTCD) MOUNTED IN A BOLLARD; REFER TO
DETAIL CK-185.
VAN ACCESSIBLE PARKING SIGN (TYPICAL - PER ADA AND LOCAL
CS28
REQUIREMENTS) R7-8A (MUTCD) MOUNTED IN A BOLLARD;
REFER TO DETAIL CK-185.
ADA ACCESSIBLE PARKING SPACE, AISLE, AND SYMBOL
CS29
STRIPING; REFER TO DETAIL CK-105 AND CK-110. PER ADA AND
LOCAL CODES.
CS32
24" CURB & GUTTER; REFER TO DETAIL CK-120 AND CK-125.
CS33
30" WIDE CONCRETE COLOR BAND FLUSH CURB; REFER TO
DETAIL CK-197.
CS34
LIGHT POLE BASE (TYPICAL - PER LIGHTING PLAN); REFER TO
DETAIL. CK-190 AND ARCHITECTURAL PLANS BY OTHERS.
CS36
DIRECTIONAL TRAFFIC ARROW (PER LOCAL CODES); REFER TO
DETAIL CK-115 (TYP.).
CS38
EXISTING SIGNALIZED INTERSECTION
CS56
DOG WASTE STATION; TO BE PROVIDED BY AND INSTALLED BY
CIRCLE K.
CS58
MPD; REFER TO DETAIL CK-200 (TYP.).
S01
RIGHT-OF-WAY (TYP.)
S02
LEASE BOUNDARY (TYP.)
S28
EXISTING ROAD CENTERLINE
S34
RIGHT IN / RIGHT OUT DRIVEWAY
S35
ROAD WIDENING FOR RIGHT TURN LANE
S41
PARKING STALL STRIPING PER LOCAL CODES (TYP.)
S44
10' X 70' SIGHT DISTANCE TRIANGLE (TYP.)
S53
"RIGHT TURN ONLY" SIGN; R3-5 (MUTCD)
S60
PROPOSED CENTERLINE; TO BE DESIGNED BY OTHERS
S61
PROPOSED ROAD BARRICADE
S62
1' 6" NCDOT MOUNTABLE CURB
S63
SURFACE MOUNTED 4' WIDE, 5" HIGH CONCRETE MONOLITHIC
ISLAND PER NCDOT STD 852.01
S64
MUTCD R4-7 MEDIAN SIGN
S65
TRAFFIC SIGNAL MODIFICATIONS. REFER TO TRAFFIC SIGNAL
PLANS.
S66
30' WIDE CFPUA SANITARY SEWER EASEMENT
S67
20' WIDE CFPUA WATER EASEMENT
CIRCLE K / ILM RESPONSIBILITY PHASE LINE DELINEATES THE
S68
SCOPE OF WORK BREAKDOWN FOR THE PRIMARY WORK ON
EACH PAGE (I.E. UTILITY WORK ON THE UTILITY PLAN).
S69
CIRCLE K 100% FUNDED CONSTRUCTION WORK
S70
ILM 100% FUNDED CONSTRUCTION WORK
S71
30"x30" R1-1 "STOP" SIGN AND 24" WIDE "STOP" BAR
S72
VARIABLE WIDTH SCM ACCESS EASEMENT
S73
CIRCLE K AND ILM (50% / 50% SPLIT) CONSTRUCTION WORK'
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VARIES —6' W a „ - N, •� � . � W- N w ..W ro_. T . �. .. _. _ s
�' ,-' _ � _ G30 u a �, a. m — w 6 , , GRADING AND STORM DRAINAGE NOTES
µ' �§ - t
µme, .� �.�� ,� c;
/'N �<,/ M� 'f" ✓� H ~"'5 �.• __ .,, ._ ,i• �.. ro ro, w.... .... . °m~uo°`�° w"`w""` `woemomma '2. -
. ,. ...... „
�• /
"" �.w
a✓'�
r ,NW., � tea';,' M ,
EXISTING -- w,ro ,� . „r. ,ro............... -- _ ... .......... . .... _ _._..... _..........�_ .. - 2
MATCH .f N, -, w µ ,, v
.✓f. f,, N ^`✓' µme..✓. ✓,"' wiae.+"x" .. ... .._... ...._.. .... ..._,.,.
M , r.h.......... w �w w SS DAYS PRIORO DIGGING TO HAVE EXISTING UTILITIES LOCATED.
N '" _._...................__................................_..._w_. _ ....... .............
G VARIABLE SUPER E 4 ° 8 ...,.,:m„_ ., ro _ _ .
N 2
,, ,
EXISTING i „� ,� ..........._w . , ..._ ....._
E �, �� �,,'a '� . ' G42 ....,, : '" - - REPORT ANY DISCREPANCIES TO THE ENGINEER.
SUPER ELEVATION �,� ,f�µ wµ _._..00�..._........_ ._... ................_.............. 2
"ii€ , „ Nr ,r M
..�w�^.m, ..®+wo..... '^�`�- .w..'ww«^"m ,r<f`9 •_.�K"y f �, 5✓ .�.'" N/f, ✓r'f' N'", ,,,,^ „ w«vnmvn, ..,.w.waee ..w.,,.0 un .oaw...vmn ., 7 wia�waw,. «mw�m,n+ rom,uo�..n w,«k°w.. awwexmx awawawo u.,owwm". , nmwvs,.a ,...,....,.,•.. v...namw
r,,, ,ww .. .. /'.b
CONTRA COORDINATE • �,. ��,,, �r •.�'.�' CONTRACTOR TO COO D NATE ACTIVITIES WITH UTILITY COMPANIES
" �� ALT `� �` ;��' "�✓ F ,.N � �,� ' �,.: wµ ,. _ .... w_^ ... _ ,w_ __, _ __. _ . w w_,. _ __,..., �� _' � � INVOLVED IN ANY RELATED RELOCATION I.E. POWER POLES TELEPHONE
.a. r X w,,, ..
awva'/.max:
�- ----- - — PROP _. ,,,, _,. ,.. _M ... w _,.._ ..
✓ w %i",
..w OSED ASPH � VARIES f �"°� r •�� � 6,w,. � . = V... �... _._ �:..� ��� � � (
' -- - SPHALT `` y,,, "" ? -;_ ro' _,,,.._,_. _ w__ ..._ _... ,._.��^ �.s PEDESTALS, WATER METERS, ETC.).
EXISTING "�- 3• (2 TYP.) p . h ' �� �S w ro.
MILL 1.5" EXISTING ASPHALT. N 9y " ' - h - .._ .,.._. _ I - 3. EXISTING UTILITIES SHOWN ARE BASED ON FIELD SURVEYS AND THE BEST
...: f, �.,, �h ro,
,✓� C j
yy'+ N,f ,r /441 wa' 0 Y:� f„2 `+. "✓ � £ � F t ; {:r�:;£`� i
OVERLAY WITH 1.5" OF SF-9.5A. „ ✓ .w ,:... �. r'w,._ ...._. _,_. ro, �. s-,. "'
��.
'� 3�,,.. ` `_�� "s... _.. _ �a.N £h µ£ ;: , T_..... ....,... AVAILABLE RECORD DRAWINGS. THE CONTRACTOR SHALL VERIFY
- r a: — ,Fro a r
,, ,.,..,_. _,.,._,.w._„ _.._ w... .__,.,....._.u, _. ... ,,. _, __,
�, ,✓' ,.✓F .,.., w✓' }x' , w„— ,.,...w,,.,.,.xx.........w,,,., w............... /cyan ,.,,.,..,.,,,,^..,,..�.,,...,•_
^ ^ ,_„__„ """=" �� ."„ CONDITIONS PRIOR TO BEGINNING CONSTRUCTION ANY DISCREPANCIES
N 23RD STREET WIDENING -TYPICAL SECTION (NTS) _ J µ D
/ �. �„ " ,w _ro=,,, - .�,. _ __ _ _.�_.._._....m .W..._._. _._,..,,.w..,__ __w..,,.,m_„_,.----.„---w,._,,,._.r._,�__.,_,.._.,,.._.__.,..,,..,.�_____.
ro _..w. �w„M.w
'11
AIRPORT BOULEVARD M BETWEEN ACTUAL FIELD CONDITIONS AND THE PLANS SHALL BE REPORTED
.$ 28V_...--,-,,,._ ..,..,�__w,_ ,.__,
�p'� x -�- . �-.:� ,..,^ „_, �_,�,_ (EXISTING NEW HANOVER COUNTY ROAD)
- ._ TO THE ENGINEER IMMEDIATELY.
G43 w,.._....___..,____.w..w_._„w^______.. 4. THE CATCH BASINS AND YARD INLETS SHALL BE CONSTRUCTED IN THE �N,f ✓ d ..... n ,M� .ro VARIABLE WIDTH ROW :„ q _. ,. _.,_ w. __ ,._,_
w_, •--
NN ............ .M . ro.N ..,�.�.� w.,..__M . __ ._ ..._ _ ,_ _ro—.W�.,µ � w,,,. E
FINISHED GRADE a .�_..�..m�.�.�_,..,_�.�__..,..,.,,.._w.�__ro._�.w„�,M_��.,_._.�.w..ro.�__�,_,.__.,_ry.N.' Yw"'�µ.��..wH__.,�- N.. .�. .
W=""% �""""""� �"""""� m � LOCATIONS SHOWN UNLESS OTHERWISE DIRECTED BY THE ENGINEER TH
EXISTINGV ,_ „ �" ,, '.,,�','."........ , r ,, -t' _ ro. - ... ,.wro�;,:�:.;.,M— _ ro ...m _,_ ,,�..,_µ __., .�.,,, ,__ — ,._,. _W _,m. 7 - y..,. _,_„ _ — .,_,,. — ,,,.... --"• „.� _, . 26 ,
VARIABLE PROPOSED 1 6 MEDIAN CURB (TYP.) ,..£ _, 4 . ' " w' ro ""' ,. ' w' ' `" _ _ -'-'. -.�' w•-' - w, _,..._ ro, CONTRACTOR IS RESPONSIBLE FOR REPORTING ANY DISCREPANCIES IN
p , ., w.
SUPER ELEVATION 4 //
/0 4% /11/- _`'.,,_ - ro^ ,,•' _ _..,_ ,_.,� ~_ w.p"_ ,,,_, - - ''•, - �° _ ,,-� ,,,.,. �,. __., ._�...w,...._......^. __ _�...__ _ 26 - .- _,,.,...�..�.._ ._..., „_,_ .__,...�._ __ - ' "26 - 2cJ 24" THE CATCH BASIN ELEVATIONS OR THE PROPOSED PIPE SLOPES TO THE
�.,
5�t
�.- 2
—77 — — — - EXISTING VARIABLE �,-`r" E302
ENGINEER. THE CONTRACTOR IS ALSO RESPONSIBLE TO REPORT ANY
a µ p , w 25� ., _
SUPER ELEVATION J ✓ �H , : ::; , ;::, ;;; EWER
EXISTING ASPH LA T `mw-w w„ :....... _ .. _ .. . _....d �..... _N.. . _ .. ...—
5 „ 26�"-' a. CONFLICTS BETWEEN ANY UTILITY, STORM DRAIN LINE, WATER LINE S
-- --- - - _w® � ✓"'e " ,,N j _ __ x,,. _,_„ __, -- - �. " `���>p i el. f LINE OR ANY OTHER PROPOSED OR EXISTING STRUCTURE TO THE
{ wm„,®„„,� /'" .w .i '•" -/ ,.✓', ,,„6,,;, ,' :^ N/l/" L{•� M ,,,,, ,,,,,, ,,,, ,,_ �,... 216 ._ 1, Yk, r* .,„ �' ? K'` ?g-'§
EXISTING GRADE -/ - �,, ' G31 V �C / i ` /� , f,., t i f ENGINEER.
EXISTING ASPHALT p'Y N P� (�P °° '3� 1 - `' _ 5. A LAND DISTURBING PERMIT WILL BE REQUIRED PRIOR TO THE
-ew .,"" "",," �� s A Rv " N„ G 3 µ/ .`""" w' �-• ' //a N` ,,;oa , s -
w 1$ 11 COMMENCEMENT OF ANY LAND DISTURBING ACTIVITIES.
��..* F �� . °`°°• nr '°v t} £ /� +,.t t 'G; £Si^'.�;';'S.��,S £:-rfh'a'yY f
, 6 ,, N �, f - , _, y
,r''' "/",a-j .'r" f ,f� ' . ._„,. ,..,.., „„„, .,,,,,. ,,,, 1 .. _... .... 8a,�f ._. ... ......_ ... ,r,.. £,„ .__.. `....£.1:i' .11PLANS_. (_.._ ..
.... r
AIRPORT BLVD - TYPICAL SECTION X-X (NTS) �� �"�� "" , _..................._..... G ..................._..._ _._. _...... ...... ,....__..... _.._..... a r ,, — � NEEDED TO MATCH
VALVE
r, N N ��;f t BOXES, CLEANOU S, ETC SHALL BE ADJUSTED AS NE DE
`` f= FINISHED GRADE.
..._ a s�
�f ,",,,,, ,....,,_row � •� .__..,. �,;€,�y��.,__,..-..�,"_��,,,,,,,,,,,,,w _�...,_ w_�....,�_� .
,,- , ,..<4 �;,' '. aI- : G ' �° f/' I---,____ _,_,�.,_,_.,,, ,...._ro...�„_ ,..,�.w-- I� -�-�'�N . _, _,__ ;?; ro 7. ALL BACKFILL COMPACTION, SOILS TESTING, ETC. SHALL BE PERFORMED BY
MILL 1.5" EXISTING ASPHALT. FE301" s ro_ „ ._, _.,_..__,_,..W..... _N. _.. M /
EX OVERLAY WITH 1.5" OF SF-9.5A. r - " - _... __ ...� -meµ ^ f '< �/ / / THE OWNER'S INDEPENDENT TESTING LABORATORY.
�_.
w, ,
€� f
EXISTING VARIABLE f J ✓� 8.
6' 6' rk a
SUPER ELEVATION VARIES y .. ; ..._.._.... ._....... �.....:; ...._ .. .� -, _..... �/ {_ .N__ OTHERWISE ALL ALL SPOT TE ELEVATIONS ARE BASED ON VERTIIONS INDICATED ARE AT TOP OF CAL
UN
ION`'" y s e .a A DATUM NAVD88.
MIN. MIN. - �" '{ t. "
EXISTING VARIABLE 1 ; = ,,�<{ fs f.f;
��
✓ f f , _ 9. A PRE -CONSTRUCTION MEETING MUST BE SCHEDULED PRIOR TO ANY
--Z:-- — — — �- 4% 13,1 4% SUPER ELEVATION '" // -_ / ,1 �'
��� £ ,,• � � WORK, GRADING OR INSTALLATION OF EROSION CONTROL MEASURES.
~' / 10. ALL HANDICAP PARKING SPACES AN '1_77 K D STRIPED ACCESSIBILITY AISLES ARE
EXISTING ASPHALT `�"--`-�-- �-� €� � �'..:.......... ;1 ,� " ; ., �
PROPOSED""' - wo �_. _� r ' - w,. / / µ TO HAVE NO MORE THAN A 1:50 (2.0%) SLOPE IN ALL DIRECTIONS. ALL
MATCH EXISTING ASPHALT VARIES (2 FEET ±) `° '
EXISTING ASPHALT / / �` SIDEWALKS ARE TO HAVE NO MORE THAN A 1:20 (5.0%) SLOPE FOR THE
L!j
�H. t,
SUPER ELEVATION (2% MIN.) " `� £y, .' N f / <�-- f LENGTH OF THE SIDEWALK AND NO MORE THAN A 1: 0 ° M 5 (2.0 /o) SLOPE FOR
' ,,,-% s / THE WIDTH OF THE SIDEWALK.
AIRPORT BLVD - TYPICAL SECTION Y-Y (NTS) "''�" - �. N �/ £� $N/ / 1101, / t 11. CONTRACTOR TO IDENTIFY ALL NECESSARY SPILL CURB SECTION
5 / LOCATIONS AND INSTALL TO ENSURE POSITIVE DRAINAGE TO STORM
,� 2 .N EW109
• a � ```' ` `° k. � wW �"` ,,,, Q� ��� " � 1113
1.
24 �' STRUCTURES.
/
s k k I\ , �.� � ___„ .�,w ,� �r ,� � �� Qp� P� `�'C � � � ` 'p, � � / 3 -= Goo � � � , / �
k\ \a \a� �� ,,, &c/ � ' �� ��- IW N' ' � f ff 12. IF CONTRACTOR NOTICES ANY DISCREPANCIES IN ANY OF THESE SLOPE
I' ' v .P yyaI.y�, ` `° "' �;,' P �� �N � 1`" ' / %� 2I t it`111 � REQUIREMENTS, IT IS THE CONTRACTOR'S RESPONSIBILITY TO CONTACT
r� IVY►
4\11 � ` `� ��, �, N,"✓,N` "/ /� �� JP ,5tPo , d f� � 2 p�f "a' ��- � z ` THE OWNER PRIOR TO POURING ANY CONCRETE SO THAT A SOLUTION CAN
`Y I'l`;°, Y `�'R a , ?` 4 Qa �rf f✓fr'O / \.,� '� G3O a,+;r N ,ff <f `w" .✓ @' ' 3 <,r
11
f BE FOUND.
I I "', . t\': i a ' a`k i a ;a`?xa'� • ✓f N� �r. "`1''� ( '` �'. ", -_ 'a "' - � '� /" %`;�" 11 � a l �, � '✓', �.P ,� 2(.t ' __11, \ i f t "1 //'" / �' 1 £ /
a � \ n t'
y q 13. SPOT ELEVATIONS ARE GIVEN AT THE MAJORITY OF THE MAJOR BREAK
v, k 4� @ k , .J C>' f'" t t5, y6".4 J ? f '0^ 5 '
,� a, Y'�..? \x 2k5 k �� � f P�� �!' ! H % •' �'S<`xc �'', ? ° }'
a k. :..r 'a , a ,,rk h s, ,,ff3 s. �, d / � ,�' f.,. `t f b� ;f ^< >S " ,�`✓ "--% 'mow �""` �* "� x $ , g ,
8 POINTS BUT IT SHOULD NOT BE ASSUMED THAT ALL NECESSARY SPOT
"i, �,, . ¢\ \,� \ '`,„'% ,"��`.�. 'Sf,3r' <f'`'°` �, �. {! . • , ff } �`. ,a k, �, „x,.�,�� „w„v,,.,,�. fr 'i _ ..
F,�' t, f f i {' W
k. \,.' °? ,\ ``� f`� \ �y'^�'.,,""`' fI ,,,. ,'.✓ } `i 11 ,�'' r �'' .' �`"'.:•�43,,� f' av, Jq°, F. CG01 N I / j �°�" � � ' '£.
y N �' = �+ wN / , .4 € ELEVATIONS ARE SHOWN. DUE TO SPACE LIMITATIONS, THERE MAY BE
a. %Z00 t ;% OTHER CRITICAL SPOTS NOT LABELED THAT SHOULD BE TAKEN INTO
\Q `' � ao\ '`°° f, as ,_/ /' ' /'9 Iil�- EW108 N g*yy _ £: Lb f,`µ' _..ww11 CONSIDERATION. THE CONTRACTOR SHALL REVIEW THE GRADING PLAN IN
�� k . \ - 'w. z . � ` ? a ,!"' ,f' ,' 3: .�' Y' "",""^."-,x rub 4•ad` ,, Q 1 1 € F .
■rr
%
11
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11, DETAIL AND SHALL ENSURE THAT ALL CRITICAL GRADE POINTS ARE STAKED
« AND FOLLOWED PROVIDE
F \k , - z ,'�_ .� xa a;\II, ` .% / � `� �'"� �� s L WED TO PR DE POSITIVE DRAINAGE.
a '`. g >,
' �;� ;4 kk `,°°a , \ `" i r � y< ,,�t .F': - \ 14. EXISTING VEGETATION WITHIN TREE PROTECTIVE AREAS SHALL REMAIN
a t \ `: ",ssa°; zy / ,", 0, ° ro ti ^ UNDISTURBED UNLESS NOTED OTHERWISE. ANY AND ALL LANDSCAPING
_' F k 1 \ `„f. ��'� �`' / 1 AND EXISTING TREES AND SHRUBS TO REMAIN WHICH ARE DAMAGED
\ 2 �, N j
lk " \
7 1\1, `I , ,; / ,/-" 5------= ' /1 DURING DEMOLITION OR CONSTRUCTION SHALL BE REPLACED BY THE
@`A ' ` ✓ V `a CONTRACTOR USING A LICENSED LANDSCAPE CONTRACTOR AT NO
3 ,. S 2
\ k ° N I
z � , o „^_ h N �y" / f �, 4 4 ADDITIONAL COST TO THE OWNER.
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�° a 15. THE GRADING CONTRACTOR SHALL COMPLY WITH ALL STATE CODES IN
_ E N w s
`` 1 Y ' c9
,� ? ' a ,< \ `\ , E, `, , . . Ncp _ .a ", = , OBSERVING EROSION CONTROL MEASURES BOTH ON AND OFF -SITE. THE
,\ ` ka •:a G24
a, \ '"`'ll ;a '_. £., i1= -11 // ' s � `° \ i_ � %. \ \ GRADING CONTRACTOR SHALL MAINTAIN ALL EROSION CONTROL DEVICES
\ k .--`} 7\ s \ %1. j =x G43 _ y:, ~�
a11 � \t , * a � ,� �Q _ b AFTER EACH RAINFALL EVENT OR AS DIRECTED BY THE EROSION CONTROL
sY , N., 3 I �6, ^'.,ate G23 ll N, \ INSPECTOR OR THE ENGINEER.
" °` \ `, 16. THE GRADING CONTRACTOR SHALL BE RESPONSIBLE FOR OFF -SITE
`? aaE�?.'`c a,, k��t '\ \ '� -} 1 ; Ww,e' • f. ;x-. " `1 ° ( x
`e t< . e ... ., .f `
\; ; '\'�, 4� a •z I.\, _ w . , CG01 / _s DISPOSAL OF ALL CLEARING AND GRADING WASTE MATERIALS GENERATED
r
`N w m� \ DURING CONSTRUCTION AND FOR OBTAINING ALL APPLICABLE PERMITS FOR
a ww„
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2 MARKED DUMP NO WASTE DRAINS TO
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\5 ' z4 °\ ' F�•26' O ! /Q� „„� N `� �x 22 STREAM" OR EQUIVALENT.
' 18. CONTRACTOR TO MOVE EXCESS SOIL EXCAVATED FROM STORMWATER
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N `< '>�� ` 23F o -�'� ` �,W CONTROL MEASURES TO DESIGNED STOCKPILE AREA ON ILM PROPERTY.
v %, v �° - c� av cDl . � ' �. — ' ' N
r \ \,k -A < 3 0 � �N�uu; �� COORDINATE WITH ILM CONTACT ON EXACT LOCATION. REFER TO INSET.
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,.. as §, a 1 x 3 ` `5,. S s x —� i
, %%b e4"ss "£ PUBLIC UTILITY AUTHORITY, NCDEQ, AND NCDOT STANDARDS, SPECIFICATIONS, AND DETAILS ° 40' 80°
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GRADING PLAN KEYNOTES
NUMBER
DESCRIPTION
CG01
TAPER CURB AND GUTTER TO FULL HEIGHT OVER 10' (TYP.)
REFER TO DETAIL CK-135.
CG03
DAYLIGHT ROOF DRAIN DOWN SPOUTS TO GRADE (TYP.). REFER
TO DETAIL CK-215.
CG05
STORM CLEANOUT; REFER TO DETAIL CK-210. TRAFFIC RATED IF
WITHIN PAVEMENT (TYP.).
CG06
ROOF DRAIN SYSTEM, REFER TO PLAN FOR SIZE AND MATERIAL.
MINIMUM COVER OF 2' AND MINIMUM SLOPE OF 1.00%.
CG09
DAYLIGHT CANOPY DRAINS OUTLET TO GRADE (TYP.)
G23
ADA STALLS (MAX SLOPE 1:50)
G24
SIDEWALK (ADA ACCESS ROUTE MAX CROSS SLOPE 1:50; MAX
LONG. SLOPE 1:20)
G30
MATCH EXISTING PAVEMENT ELEVATION
G31
RIP RAP PAD OVER FILTER FABRIC (REFER TO SIZING CHART)
G32
RISER STRUCTURE
G40
24" CONCRETE FLUME
G41
CIRCLE K / ILM RESPONSIBILITY PHASE LINE DELINEATES THE
SCOPE OF WORK BREAKDOWN FOR THE PRIMARY WORK ON
EACH PAGE (I.E. UTILITY WORK ON THE UTILITY PLAN).
G42
CIRCLE K 100% FUNDED CONSTRUCTION WORK
G43
ILM 100% FUNDED CONSTRUCTION WORK
G44
VARIABLE WIDTH SCM ACCESS EASEMENT
G45
CIRCLE K AND ILM (50% / 50% SPLIT) CONSTRUCTION WORK
U
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STORM STRUCTURE TABLE
STRUCTURE #
TOP
DESCRIPTION
EW100
N/A
NCDOT 838.80 CONCRETE ENDWALL
EW101
N/A
NCDOT 838.80 CONCRETE ENDWALL
EW102
N/A
NCDOT 838.80 CONCRETE ENDWALL
EW103
N/A
NCDOT 838.80 CONCRETE ENDWALL
EW104
N/A
NCDOT 838.80 CONCRETE ENDWALL
EW107
N/A
NCDOT 838.80 CONCRETE ENDWALL
EW108
N/A
NCDOT 838.80 CONCRETE ENDWALL
EW109
N/A
NCDOT 838.80 CONCRETE ENDWALL
EW200
N/A
NCDOT 838.80 CONCRETE ENDWALL
EW203
N/A
NCDOT 838.01 CONCRETE ENDWALL
EW204
N/A
NCDOT 838.01 CONCRETE ENDWALL
EW205
N/A
NCDOT 838.01 CONCRETE ENDWALL
EW206
N/A
NCDOT 838.01 CONCRETE ENDWALL
EW207
N/A
NCDOT 838.80 CONCRETE ENDWALL
EW209
N/A
NCDOT 838.01 CONCRETE ENDWALL
EW210
N/A
NCDOT 838.80 CONCRETE ENDWALL
EW212
N/A
NCDOT 838.01 CONCRETE ENDWALL
EW300
N/A
NCDOT 838.80 CONCRETE ENDWALL
EW400
N/A
NCDOT 838.80 CONCRETE ENDWALL
FE214
N/A
FLARED END SECTION
FE215
N/A
FLARED END SECTION
FE301
N/A
FLARED END SECTION
FE302
N/A
FLARED END SECTION
JB105
25.60
NCDOT 840.34 TRAFFIC BEARING JUNCTION BOX
JB201
20.00
NCDOT 840.34 TRAFFIC BEARING JUNCTION BOX
JB208
23.20
NCDOT 840.34 TRAFFIC BEARING JUNCTION BOX
JB211
23.00
NCDOT 840.34 TRAFFIC BEARING JUNCTION BOX
RS101A
18.75
RISER STRUCTURE; SEE DETAIL
RS202B
18.00
RISER STRUCTURE; SEE DETAIL
Y1106
22.08
NCDOT 840.14 CONCRETE DROP INLET
Y1213
I 18.85
NCDOT 840.14 CONCRETE DROP INLET
STORM PIPE TABLE
PIPE #
UPSTREAM
INVERT
DOWNSTREAM
INVERT
SLOPE
LENGTH
DESCRIPTION '
EW-EXPIPE2
14.00
13.97
0.47%
7.42 LF
24 inch RCP
EW-EXPIPE1
19.96
19.92
0.48%
8.00 LF
24 inch RCP
101A-101
14.35
14.20
0.31%
48.55 LF
18 inch RCP
103-102
16.35
16.00
1.19%
29.48 LF
30 inch RCP
105-104
16.93
16.50
1.00%
42.75 LF
30 inch RCP
106-105
18.25
17.31
1.00%
93.60 LF
24 inch RCP
107-106
21.75
19.07
3.00%
89.24 LF
15 inch RCP
109-108
22.71
22.51
0.30%
68.21 LF
18 inch Class IV RCP
201-200
12.89
12.80
0.30%
30.00 LF
30 inch RCP
202-201
13.05
12.93
0.30%
39.27 LF
30 inch RCP
204-203
14.55
14.25
1.00%
30.00 LF
42 inch RCP
206-205
14.55
14.25
1.00%
30.00 LF
42 inch RCP
208-207
15.08
14.80
1.00%
27.64 LF
30 inch RCP
209-208
19.20
18.90
0.54%
55.37 LF
30 inch RCP
211-210
15.04
14.80
1.00%
23.73 LF
42 inch RCP
212-211
18.70
18.20
0.87%
57.63 LF
36 inch RCP
213-211
15.60
15.24
0.50%
71.34 LF
30 inch RCP
215-214
19.15
19.01
0.30%
47.43 LF
18 inch RCP
302-301
23.52
23.20
0.35%
92.29 LF
18 inch Class IV RCP
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1. CONTRACTOR SHALL CALL "NORTH CAROLINA ONE CALL" (811) AT LEAST 3-12
BUSINESS DAYS PRIOR TO DIGGING TO HAVE EXISTING UTILITIES LOCATED.
REPORT ANY DISCREPANCIES TO THE ENGINEER.
2. CONTRACTOR TO COORDINATE ACTIVITIES WITH UTILITY COMPANIES
INVOLVED IN ANY RELATED RELOCATION (I.E. POWER POLES, TELEPHONE
PEDESTALS, WATER METERS, ETC.).
3. EXISTING UTILITIES SHOWN ARE BASED ON FIELD SURVEYS AND THE BEST
AVAILABLE RECORD DRAWINGS. THE CONTRACTOR SHALL VERIFY
CONDITIONS PRIOR TO BEGINNING CONSTRUCTION. ANY DISCREPANCIES
BETWEEN ACTUAL FIELD CONDITIONS AND THE PLANS SHALL BE REPORTED
TO THE ENGINEER IMMEDIATELY.
4. THE CATCH BASINS AND YARD INLETS SHALL BE CONSTRUCTED IN THE
LOCATIONS SHOWN UNLESS OTHERWISE DIRECTED BY THE ENGINEER. THE
CONTRACTOR IS RESPONSIBLE FOR REPORTING ANY DISCREPANCIES IN
THE CATCH BASIN ELEVATIONS OR THE PROPOSED PIPE SLOPES TO THE
ENGINEER. THE CONTRACTOR IS ALSO RESPONSIBLE TO REPORT ANY
CONFLICTS BETWEEN ANY UTILITY, STORM DRAIN LINE, WATER LINE, SEWER
LINE OR ANY OTHER PROPOSED OR EXISTING STRUCTURE TO THE
ENGINEER.
5. A LAND DISTURBING PERMIT WILL BE REQUIRED PRIOR TO THE
COMMENCEMENT OF ANY LAND -DISTURBING ACTIVITIES.
6. ALL EXISTING VAULTS, MANHOLES, STORM DRAIN STRUCTURES, VALVE
BOXES, CLEANOUTS, ETC. SHALL BE ADJUSTED AS NEEDED TO MATCH
FINISHED GRADE.
7. ALL BACKFILL, COMPACTION, SOILS TESTING, ETC. SHALL BE PERFORMED BY
THE OWNER'S INDEPENDENT TESTING LABORATORY.
8. ALL SPOT ELEVATIONS INDICATED ARE AT TOP OF CURB UNLESS NOTED
OTHERWISE. ALL ELEVATIONS ARE BASED ON VERTICAL DATUM NAVD88.
9. A PRE -CONSTRUCTION MEETING MUST BE SCHEDULED PRIOR TO ANY
WORK, GRADING OR INSTALLATION OF EROSION CONTROL MEASURES.
10. ALL HANDICAP PARKING SPACES AND STRIPED ACCESSIBILITY AISLES ARE
TO HAVE NO MORE THAN A 1:50 (2.0%) SLOPE IN ALL DIRECTIONS. ALL
SIDEWALKS ARE TO HAVE NO MORE THAN A 1:20 (5.0%) SLOPE FOR THE
LENGTH OF THE SIDEWALK AND NO MORE THAN A 1:50 (2.0%) SLOPE FOR
THE WIDTH OF THE SIDEWALK.
11. CONTRACTOR TO IDENTIFY ALL NECESSARY SPILL CURB SECTION
LOCATIONS AND INSTALL TO ENSURE POSITIVE DRAINAGE TO STORM
STRUCTURES.
12. IF CONTRACTOR NOTICES ANY DISCREPANCIES IN ANY OF THESE SLOPE
REQUIREMENTS, IT IS THE CONTRACTOR'S RESPONSIBILITY TO CONTACT
THE OWNER PRIOR TO POURING ANY CONCRETE SO THAT A SOLUTION CAN
BE FOUND.
13. SPOT ELEVATIONS ARE GIVEN AT THE MAJORITY OF THE MAJOR BREAK
POINTS BUT IT SHOULD NOT BE ASSUMED THAT ALL NECESSARY SPOT
ELEVATIONS ARE SHOWN. DUE TO SPACE LIMITATIONS, THERE MAY BE
OTHER CRITICAL SPOTS NOT LABELED THAT SHOULD BE TAKEN INTO
CONSIDERATION. THE CONTRACTOR SHALL REVIEW THE GRADING PLAN IN
DETAIL AND SHALL ENSURE THAT ALL CRITICAL GRADE POINTS ARE STAKED
AND FOLLOWED TO PROVIDE POSITIVE DRAINAGE.
14. EXISTING VEGETATION WITHIN TREE PROTECTIVE AREAS SHALL REMAIN
UNDISTURBED UNLESS NOTED OTHERWISE. ANY AND ALL LANDSCAPING
AND EXISTING TREES AND SHRUBS TO REMAIN WHICH ARE DAMAGED
DURING DEMOLITION OR CONSTRUCTION SHALL BE REPLACED BY THE
CONTRACTOR USING A LICENSED LANDSCAPE CONTRACTOR AT NO
ADDITIONAL COST TO THE OWNER.
15. THE GRADING CONTRACTOR SHALL COMPLY WITH ALL STATE CODES IN
OBSERVING EROSION CONTROL MEASURES BOTH ON AND OFF -SITE. THE
GRADING CONTRACTOR SHALL MAINTAIN ALL EROSION CONTROL DEVICES
AFTER EACH RAINFALL EVENT OR AS DIRECTED BY THE EROSION CONTROL
INSPECTOR OR THE ENGINEER.
16. THE GRADING CONTRACTOR SHALL BE RESPONSIBLE FOR OFF -SITE
DISPOSAL OF ALL CLEARING AND GRADING WASTE MATERIALS GENERATED
DURING CONSTRUCTION AND FOR OBTAINING ALL APPLICABLE PERMITS FOR
OFF -SITE STOCKPILES AND/OR WASTE AREAS.
17. ALL CATCH BASINS MUST BE MARKED "DUMP NO WASTE DRAINS TO
STREAM" OR EQUIVALENT.
18. CONTRACTOR TO MOVE EXCESS SOIL EXCAVATED FROM STORMWATER
CONTROL MEASURES TO DESIGNED STOCKPILE AREA ON ILM PROPERTY.
COORDINATE WITH ILM CONTACT ON EXACT LOCATION. REFER TO INSET.
GRADING PLAN KEYNOTES
NUMBER
DESCRIPTION
CG01
TAPER CURB AND GUTTER TO FULL HEIGHT OVER 10' (TYP.);
REFER TO DETAIL CK-135.
CG03
DAYLIGHT ROOF DRAIN DOWN SPOUTS TO GRADE (TYP.). REFER
TO DETAIL CK-215.
CG05
STORM CLEANOUT; REFER TO DETAIL CK-210. TRAFFIC RATED IF
WITHIN PAVEMENT (TYP.).
CG06
ROOF DRAIN SYSTEM, REFER TO PLAN FOR SIZE AND MATERIAL.
MINIMUM COVER OF 2' AND MINIMUM SLOPE OF 1.00%.
CG09
DAYLIGHT CANOPY DRAINS OUTLET TO GRADE (TYP.)
G23
ADA STALLS (MAX SLOPE 1:50)
G24
SIDEWALK (ADA ACCESS ROUTE MAX CROSS SLOPE 1:50; MAX
LONG. SLOPE 1:20)
G30
MATCH EXISTING PAVEMENT ELEVATION
G31
RIP RAP PAD OVER FILTER FABRIC (REFER TO SIZING CHART)
G32
RISER STRUCTURE
G40
24" CONCRETE FLUME
G41
CIRCLE K / ILM RESPONSIBILITY PHASE LINE DELINEATES THE
SCOPE OF WORK BREAKDOWN FOR THE PRIMARY WORK ON
EACH PAGE (I.E. UTILITY WORK ON THE UTILITY PLAN).
G42
CIRCLE K 100% FUNDED CONSTRUCTION WORK
G43
ILM 100% FUNDED CONSTRUCTION WORK
G44
VARIABLE WIDTH SCM ACCESS EASEMENT
G45
ICIRCLE K AND ILM (50% / 50% SPLIT) CONSTRUCTION WORK
RIPRAP SIZING CHART
• EW101
CLASS 'B'
121X6'WX18"D
• EW102
CLASS 'B'
161X6'WX 18"D
• EW104
CLASS 'B'
121X6'WX 18"D
• EW108
CLASS 'A'
6'L X 4.5'W X 12"D
• EW200
CLASS 'B'
181X9'WX18"D
• EW400, 203, & 205
CLASS T
401 X 22'W X 24"D
• FE207
CLASS 'I'
221X8'WX24"D
• FE210
CLASS 'I'
401 X 22'W X 24"D
• FE214
CLASS 'A'
6'LX4.5'WX12"D
• FE301
CLASS 'A'
6'LX4.5'WX12"D
• FE303
CLASS 'A'
8'LX6'WX 12"D
• PD9
CLASS 'A'
6'L X 5.7'W X 12"D
A TER
2,15 t~ � o[PRELIMINARY - NOT RELEASED FOR CONSTRUCTION Co
Co
O, 401 `; Q SCALE 1 "=40'
ALL CONSTRUCTION TO BE IN ACCORDANCE WITH ALL NEW HANOVER COUNTY, CAPE FEAR z
PUBLIC UTILITY AUTHORITY, NCDEQ, AND NCDOT STANDARDS, SPECIFICATIONS, AND DETAILS 0 40' 80'
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:` � at S11
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NUMBER
DESCRIPTION
G41
CIRCLE K / ILM RESPONSIBILITY PHASE LINE DELINEATES THE
SCOPE OF WORK BREAKDOWN FOR THE PRIMARY WORK ON
EACH PAGE (I.E. UTILITY WORK ON THE UTILITY PLAN).
G42
CIRCLE K 100% FUNDED CONSTRUCTION WORK
G43
ILM 100% FUNDED CONSTRUCTION WORK
G44
ICIRCLE K AND ILM (50% / 50% SPLIT) CONSTRUCTION WORK
SPOT ELEVATION LEGEND
TC = TOP OF CURB
ME = MATCH EXISTING
GND = GROUND
SWK = SIDEWALK
TW = TOP OF WALL
BW = BOTTOM OF WALL
HP = HIGH POINT
FC = FLUSH CURB
EP = EDGE OF PAVEMENT
PVMT = PAVEMENT
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HIGH PT STA = 10+92.37 HIGH PT STA = 13+28.57
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30
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EXISTING GAS LINE.
DEPTH UNKNOWN.
1r V
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PRELIMINARY - NOT RELEASED FOR CONSTRUCTION
SCALE 1 "=30'
0 30' 60'
GRADING PLAN KEYNOTES
NUMBER
DESCRIPTION
G41
CIRCLE K / ILM RESPONSIBILITY PHASE LINE DELINEATES THE
SCOPE OF WORK BREAKDOWN FOR THE PRIMARY WORK ON
EACH PAGE (I.E. UTILITY WORK ON THE UTILITY PLAN).
G42
CIRCLE K 100% FUNDED CONSTRUCTION WORK
G43
ILM 100% FUNDED CONSTRUCTION WORK
G44
ICIRCLE K AND ILM (50% / 50% SPLIT) CONSTRUCTION WORK
0 30
PROFILE SCALE
ALL CONSTRUCTION TO BE IN ACCORDANCE WITH ALL NEW HANOVER COUNTY, CAPE FEAR
PUBLIC UTILITY AUTHORITY, NCDEQ, AND NCDOT`STANDARDS, SPECIFICATIONS, AND DETAILS
PRIVATE STREET 1
CROSS SECTION A -A
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PRELIMINARY - NOT RELEASED FOR CONSTRUCTION
SI:ALt 'I'•=;JU'
0 30' 60'
GRADING PLAN KEYNOTES
NUMBER
DESCRIPTION
G41
CIRCLE K / ILM RESPONSIBILITY PHASE LINE DELINEATES THE
SCOPE OF WORK BREAKDOWN FOR THE PRIMARY WORK ON
EACH PAGE (I.E. UTILITY WORK ON THE UTILITY PLAN).
G42
CIRCLE K 100% FUNDED CONSTRUCTION WORK
G43
ILM 100% FUNDED CONSTRUCTION WORK
G44
ICIRCLE K AND ILM (50% / 50% SPLIT) CONSTRUCTION WORK
ALL CONSTRUCTION TO BE IN ACCORDANCE WITH ALL NEW HANOVER COUNTY, CAPE FEAR
PUBLIC UTILITY AUTHORITY, NCDEO, AND NCDOT STANDARDS, SPECIFICATIONS, AND DETAILS
1-' 111 VA I C 5 I I -Kt t= 1 2
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RIPRAP OVER FILTER "� v._ :> , � 24,
FABRIC. SEE PROFILE.
,s 22
21
LiEMERGENCY SPILLWAY I'' 20 2�
.
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17 17 3{i7 RCP
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I y 1S �r-� RIPRAP OVER FILTER.
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� ,�_ ' r ,a g FABRIC. SEE PROFILE.
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�PROPOSED PRE TREATMENT GRASS SWALE IIIA
O �,,�
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l { IIIA. SEE CROSS £ °.s £ N + MIN. INV. DOWN6=5 6.35°
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q y r IMIN. SLOPE = 0.10%
(SEE DETAIL)
" DESIGN SIDE SLOPE = 6:1
`. RIPRAP OVER FILTER N DESIGN FLOW DEPTH = 0.50
'
N~£ i A \ ' DESIGN FLOW VELOCITY = 0.61 FPS
FABRIC. SEE PROFILE. I -' -
(j DESIGN HRT = 4.1 MIN. f
EW101 18 RCP `�
VARIABLE WIDTH SCM s
I f I FILTER DIAPHRAGM
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NZP
PHASE IIIA DRY POND
Property Owner Certification:
"I (We) hereby certify that I (we) am (are) the current owner of the property and that upon
receipt of "Authorization -To -Construct" any clearing, grading, construction or development,
will be performed in accordance with this plan and that the applicable ordinances and rules of
New Hanover County, the State Of North Carolina and the Federal Government and its
agencies which are hereby made part of this -plan. As. 'the owner, I (we) accept full
responsibility for the construction and Operation and maintenance of the proposed facilities. I
(We) will not attempt to transfer of this responsibility. without the Witten authorization of
New Hanover County."
Signature:
Printed Name and Title: A. Granseur Dick, Facilities Director
eww Hanover County Airport Authority,
Date: 09�18/2020 dba Wilmington International Airport
DESIGNERS PLAN CERTIFICATION:
"I HEREBY CERTIFY THAT THIS PLAN HAS BEEN PREPARED IN ACCORDANCE WITH THE
LATEST NEW HANOVER COUNTY ORDINANCES AND STORM WATER DESIGN MANUAL AND
WITH THE NEW HANOVER CO:U TERNATIONAL AIRPORT STORMWATER MASTER PLAN."
SIGNATUM,
PRINTED NAME AND TITLE: RICK BAKER, PE
�u. AL
DATES 03/26/2021 225
30
en
t �
REGISTRATION NUMBER: 230
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SCALE 1 "=30'
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WATER QUALITY
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UTLET TO VEGETATIVE WSE - 17.70 ........................... .. ......._.. _ 02 1.45 1 OF
FILTER STRIP SWALE 103 1 42.7
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OVER FILTER FABRIC. 18 RCP T '
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LA B I RAP OVER
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FILTER FABRIC.
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i 1!
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CONCRETE PLUNGE POOL
R TIGHT C SEDIMENT DEPTH __ --- ............ - ....
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W1 CONCRETE CRAD (SEE DETAIL} INDIGATOR(SEE DETAIL) 3 '_
4 i �
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i
PHASE IIIA DRY POND
' PROFILE VIEW
20
15
14+50 14+75.03
IRELIMINARY - NOT RELEASED FOR CONSTRUCTIOI
0 30
PROFILE SCALE
ALL CONSTRUCTION TO BE IN ACCORDANCE WITH ALL NEW HANOVER COUNTY, CAPE FEAR
IUBLIC UTILITY AUTHORITY, NCDEQ, AND NCDOT STANDARDS, SPECIFICATIONS, AND DETAIL;
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2' MIN.
12
MIN. ; w 1 .
vµwk 6"
kfJ''w. N
2' 12"
3xDo
3,000 PSI MIN.
CONCRETE CRADLE
TRASH RACK; REFER TO DETAIL --------
PRECAST CONCRETE RISER
SEE RISER TABLE FOR DIMENSIONS
6" MIN
ORIFICE #3 (SLOT)
(SEE ORIFICE TABLE & DETAIL)
ORIFICE #2 (SLOT)
(SEE ORIFICE TABLE & DETAIL)
ORIFICE #1 (SIPHON)
(SEE ORIFICE TABLE & DETAIL)
TEMPORARY
CONCRETE PLUNGE POOL SKIMMER
3,000 PSI MIN.
TOP ELEV= 14.50'
TOP OF DAM
OUTLET PIPE (SEE PIPE TABLE)
TOP OF DRAINAGE DIAPHRAGM
WOVEN VINYL FILTER FABRIC
BETWEEN SAND AND GRAVEL
•
(2) 4" SCH 40 PVC PIPE
PERFORATED THROUGH WIDTH
OF STONE IN DIAPHRAGM
"
#57 STONE
..
ASTM C-33 CONCRETE SAND
NOTE:
1. DRAIN OUTLETS FOR DIAPHRAGM SHALL BE
PROTECTED BY AN APPROPRIATE RODENT GUARD:
A 2' X 2' STAINLESS STEEL MESH SECURED WITH
STAINLESS STEEL CLAMP OR APPROVED EQUAL.
6"-
CONCRETE CRADLE SHALL
EXTEND THE FULL LENGTH
OF THE CONDUIT
DRAINAGE FILTER DIAPHRAGM
N.T.S.
TOP OF RISER TRASH RACK;
(SEE RISER TABLE) REFER TO DETAIL
0 0 INSTALL STEPS ON INTERIOR
Al
OF RISER AT 16" PER NCDOT
g DETAIL 840.66. STEPS SHALL
ALIGN WITH ACCESS HATCH
ON THE TRASH RACK.
GALVANIZED STEEL
PLATE AT RISER JOINTS. A `
SEE NOTE #2
<
41 OUTLET PIPE W/ O-RING
GASKETED JOINTS
FINISHED GRADE
L
12°
,.6°,
K ,
GROUT SIPHON OUTLET INTO RISER STRUCTURE,
SEE PIPE TABLE FOR INVERT ELEVATION
3/4" HANDLE 27"
3/4" HINGE
#6 REBAR ENTRY
ff
c 3" ANGLE (TYP.)
3/4" LOCK BOLT 8 TYPICAL
NOTE:
1. TRASH RACK SHALL OPEN IN A DIRECTION
THAT ALLOWS ACCESS FROM BERM SIDE.
3/4" Di »Y ,
ALUMINUM PIN
TRASH RACK DETAIL
NTS
TYP. TRASH RAC K
" 24" MIN. WRAP PIPE WITH DOUBLE LAYER
CONCRETE OF NON -WOVEN GEOTEXTILE
ANTI -FLOTATION, FILTER FABRIC - 2FT. LONG
BALLAST CENTERED ON JOINT.
'
Al
6°� � KF 4 61
1
-
7
4. � � � � � 12" MIN.
N.T.S.
)CK BOLT 8 TYPICAL
COAT ALL STEEL SURFACES W/ FOX
INDUSTRIES FX-420 COAL TAR EPDXY
COATING OR APPROVED EQUAL.
STEEL SURFACES WHICH ARE TO
RECEIVE FX 240 COAL TAR EPDXY
COATING SHOULD BE PREPARED BY
ABRASIVE BLASTING TO A
COMMERCIAL GRAY METAL (SP-6)
STANDARD. ANY SURFACE BLASTED
SHOULD BE COATED THE SAME DAY.
IF PREPARED SURFACES ARE
CONTAMINATED BY RUST OR OTHER
CONTAMINANTS, THEY MUST BE
RE -BLASTED.
4"x4"
WOOD
POST
NOTCH AND
PAINT
21
SECTION A -A
TOP OF BERM
TOP OF DRAINAGE DIAPHRAGM
3.•, TYp
TOP OF RISER
(SEE RISER TABLE)
OUTLET PIPE WRAPPED IN
NON -WOVEN FILTER FABRIC AT
PIPE JOINTS (SEE PIPE TABLE)
(2) NON -PERFORATED
4" SCH 40 PVC
0 0
ORIFICE #3 (SLOT)
(SEE ORIFICE TABLE & DETAIL)
� ORIFICE #2 (SLOT)
(SEE ORIFICE TABLE &DETAIL)
ORIFICE #1 (SIPHON)
(SEE ORIFICE TABLE & DETAIL)
CONCRETE
PLUNGE POOL
I ANTI -FLOATATION
CONCRETE
BALLAST
4
Al
. 2'.
s w.. 4
IQ
4.
✓j
A
RISER 101A
NOTCH AND PAINT
_ CONCRETE
FOOTING
SEDIMENT DEPTH
INDICATOR
N.T.S.
TOP OF DAM EMERGENCY SPILLWAY WIDTH
(SEE EMERGENCY (SEE EMERGENCY SPILLWAY TABLE)
SPILLWAY TABLE)
PERMANENT SPILLWAY CREST
. _ M (SEE EMERGENCY SPILLWAY TABLE)
EMERGENCY SPILLWAY LINING
(SEE EMERGENCY SPILLWAY TABLE)
EMERGENCY SPILLWAY SECTION
N.T.S.
PVC CAP WITF
SCREW TYPE
PLUG
6"
6"
L
PVC CAP WITF
DRILLED ORIFICE
SIPHON OUTLET
(SEE ORIFICE
TABLE)
SIPHON OUTLET #1
CONCRETE
(SEE ORIFICE TABLE & DETAIL)
N.T.S.
CAST RISER
UCTURE
.L
SCREW -ON
WATER TIGHT
CAP. DRILL 1.50"
DIA HOLE @ INV
= 14.50
DETAIL
mmr—r% n r% r r%e%L i^r%rTr r-►ie%rr%
5:1
NOTES:
1. CONTRACTOR TO FILL VOIDS BETWEEN RIPRAP
STONE WITH TAMPED DIRT TO CREATE LEVEL
SPILLWAY CREST
SLOPE = 0.3%
Q10 = 7.5 CFS; V10= 1.80 FPS
D10= 0.65; T=0.114 #/SF;
USE 0.35' FBD' 1.00' DEEP W/ 3:1 SIDES
PLAN VIEW
BERMUDA GRASS
LINE WITH N. AMERICAN GREEN S75
51
VEGETATIVE
SWALE IIIA DETAIL
N.T.S.
PIPE
TABLE)
NOTES:
1. MANUFACTURER SHALL HAVE STRUCTURAL ENGINEER DESIGN CONCRETE REINFORCEMENT TO SUPPORT WEIGHT OF ANTI -FLOATATION BALLAST.
REINFORCED CONCRETE STRENGTH SHALL BE 3,000 PSI MIN.
2. BOLT A GALVANIZED STEEL PLATE ACROSS EACH RISER JOINT IN (4) LOCATIONS (TYP.). PLATES SHALL BE 4°' W X 8" L X 4' TH. USE (4) 2" X 3" GALVANIZED
BOLTS AT EACH PLATE. USE WATERTIGHT JOINTS CONFORMING TO ASTM C1433,
3. TRASH RACK NOT SHOWN FOR CLARITY. REFER TO TRASH RACK DETAIL FOR TYPE AND INSTALLATION INFORMATION.
N.T.S.
VARIES - SEE VARIES - SEE
1 i1 n . 1
4" TOP SOIL
9 THICK CLASS A RIP -RAP
OVER FILTER FABRIC
FILTER FABRIC
TYPICAL CROSS SECTION OF EXTENDED DRY DETENTION
BASIN WITH LOW FLOW CHANNEL
N.T.S.
VARIES - SEE 6'WIDE VARIES - SEE
I_GRADING PLAN GRADING PLAN_
6-1 1 MIN. 6'1
NOTES:
1. MINIMUM LONGITUDINAL LENGTH OF 150 LF.
2. LINE WITH N. AMERICAN GREEN (S75).
4" TOP SOIL + BERMUDA GRASS
ORIFICE TABLE
SIZE
DRILLED
ORIFICE
SIZE
MATERIAL
INVERT ELEV.
ORIFICE #1 (SIPHON)
6"
1.50"
PVC SCH 40
14.50'
LENGTH
HEIGHT
ORIENTATION
INVERT ELEV.
ORIFICE #2 (SLOT)
30"
4"
SE
17.70'
ORIFICE #3 (SLOT)
30"
4"
NE
17.70'
RISER TABLE
INVERT ELEVATION
INTERIOR DIMENSIONS
TOP OF RISER
18.75'
48" X 48"
EMERGENCY SPILLWAY TABLE
TOP OF BERM ELEVATION:
20.75'
PERM. SPILLWAY CREST ELEVATION:
19.25'
EMERGENCY SPILLWAY BASE WIDTH:
15.00'
EMERGENCY SPILLWAY TOP WIDTH:
30.00'
CLASS "B" RIPRAP (18" TH.) AND
EMERGENCY SPILLWAY LINING:
NON -WOVEN FILTER FABRIC
OR 50 MIL HEAVY DUTY SILVER
TARP
ALL CONSTRUCTION TO BE IN ACCORDANCE WITH ALL NEW HANOVER COUNTY, CAPE FEAR
PUBLIC UTILITY AUTHORITY, NCDEQ, AND NCDOT STANDARDS, SPECIFICATIONS, AND DETAILS
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DESIGNERS PLAN CERTIFICATION:: Property Owner Certification:
"I HEREBY CERTIFY THAT THIS PLAN HAS BEEN PREPARED IN ACCORDANCE WITH THE
LATEST NEW HANOVER COUNTY ORDINANCES ANC.} STORM WATER DESIGN MANUAL AND "'I (We) hereby certify that I (We) am (are) the current owner of the property and that upon
WITH THE NEW HANOVER COU "- TERNATIONAL AIRPORT STORMWATER MASTER PLAN." receipt of ".AUth0.rtZatjOn_TO_COnStr�.Cr" anyC earin
,���� 1 1 I 1 I 1 1 11 f 1! will be performed in accordance with � �' grading, construction or development,
SIGNATU . A �i plan and that the applicable ordinances and rules of
, ` f�� j �� New Hanover County, the State of North Carolina and the Federal Government and its
n 0,� �' � agencies which are hereby made part of this . plan.. As,'the owner, � (we) accept fi�il
PRINTED NAME AND TITLE: RICK BAKER, PE ep
SEAL �" _ responsibility fair the construction and operation and maintenance of the proposed facilities. I
3/26/2021 =2230 e) will not. attempt tsar transfer of this responsibility without the written authorization of
DATE: New Hanover County."
REGISTRATION NUMBER'. 2253(J �'e �.� Si tore.
Printed Hanle and Title.- A. Granseur Dick, Facilities Director
New Hanover County Airport .Authority,
Bate: o % $/202Q dba Wilmington International Airport
30
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FELIMINARY NOT RELEASED FOR CONSTRUCTION o 30' 6
ALL CONSTRUCTION TO BE IN ACCORDANCE WITH ALL NEW HANOVER COUNTY, CAPE FEAR
'UBLIC UTILITY AUTHORITY, NCDEQ, AND NCDOT STANDARDS, SPECIFICATIONS, AND DETAIL;
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_-- - _ -- _— - -- —__— _. ___.__. _. — _ __ — — _ _. __"___.
A TOP OF DAM TOP OF BERM
TOP OF DRAINAGE DIAPHRAGM
OUTLET PIPE (SEE PIPE TABLE) 3.,�-�tP° 3.1 T!'
2 MIN. TOP OF DRAINAGE DIAPHRAGM 2 MIN.
2' MIN.
WOVEN VINYL FILTER FABRIC
BETWEEN SAND AND GRAVEL
MIN... f C PIPE
(2} -?w OUTLET PIPE WRAPPED IN
4" SCH 40 PVC
)cN4 " w'; µ „ PERFORATED THROUGH WIDTH NON -WOVEN FILTER FABRIC AT
a �#
OF STONE IN DIAPHRAGM
„ tw,,.
_6
•, ..r' i
µ
�- PIPE JOINTS (SEE PIPE TABLE)
,..
#57 STONE
Do
LOW
ASTM C-33 CONCRETE SAND
„ fr
6
3,
• , ... ��.._� � .m:� . , . ° ` a �` • •
• g�'°w, Y...,,.,.,. ..,',.� : . is
w" 6 `�.
- �,
.� i. „
'
CONCRETE CRADLE SHALL 2 as
4 jH�w,a$ ass ' '/�{y EXTEND THE FULL LENGTH Mid s
L""orNF` .M'Q,w ..i� S^'»w✓r.F ..�. � / �...».N xM� .� �. +, . - .. . .
µT.._ m�.� hk._ OF THE CONDUIT
2° 12" NOTE: �211'� (2) NON -PERFORATED
3xDo 4" SCH 40 PVC
1. DRAIN OUTLETS FOR DIAPHRAGM SHALL BE
3,000 PSI MIN. PROTECTED BY AN APPROPRIATE RODENT GUARD: SECTION A -A
CONCRETE CRADLE 2 X 2 STAINLESS STEEL MESH SECURED WITH
A STAINLESS STEEL CLAMP OR APPROVED EQUAL.
DRAINAGE FILTER DIAPHRAGM_
N.T.S.
TOP OF RISER TRASH RACK; TOP OF RISER
TRASH RACK; REFER TO DETAIL (SEE RISER TABLE) REFER TO DETAIL (SEE RISER TABLE)
0 0 o INSTALL STEPS ON INTERIOR
PRECAST CONCRETE RISER OF RISER AT 16" PER NCDOT `
SEE RISER TABLE 1 DETAIL 840.66. STEPS SHALL 4
4 . ALIGN WITH ACCESS HATCH % ' ORIFICE #3 (SLOT)
AS REQUIRED ON THE TRASH RACK., (SEE ORIFICE TABLE & DETAIL)
BY MANUFACTURER A.
GALVANIZED STEEL
PLATE AT RISER JOINTS.
SEE NOTE#2
ORIFICE #4 (SLOT)
ORIFICE #3 (SLOT) 177 ORIFICE #2 (SLOT) 4 (SEE ORIFICE TABLE & DETAIL)
(SEE ORIFICE TABLE &DETAIL) (SEE ORIFICE TABLE & DETAIL)
ORIFICE #1 (SIPHON)
(SEE ORIFICE TABLE & DETAIL)
TEMPORARY
CONCRETE PLUNGE POOL SKIMMER
3,000 PSI MIN.
TOP ELEV.= 13.25'
;f
FINISHED GRADE` » "
41
1
12" 12tt
GROUT SIPHON OUTLET INTO RISER STRUCTURE,
SEE PIPE TABLE FOR INVERT ELEVATION
0
0
V
t6
0
N
O
N
c�
N
M
0
0 3/4" HANDLE
a
0
01 a
3/4" HINGE
t6 REBAR ENTRY GUAR
" ANGLE (TYP.)
3/4" LOCK BOLT 8 TYPICAL
NOTE:
1. TRASH RACK SHALL OPEN IN A DIRECTION
THAT ALLOWS ACCESS FROM BERM SIDE.
TY.
3/4" DOWEL
ALUMINUM PIN
OUTLET PIPE W/ O-RING
GASKETED JOINTS
A
24" MIN. WRAP PIPE WITH DOUBLE LAYER
CONCRETE OF NON -WOVEN GEOTEXTILE
4 ANTI -FLOTATION k . FILTER FABRIC - 2FT. LONG
BALLAST CENTERED ON JOINT.
4
6tt " 44 - 6tt
7
k
8" MIN.
NTS
P. TRASH RACK
N.T.S.
?CK BOLT 8 TYPICAL
COAT ALL STEEL SURFACES W/ FOX
INDUSTRIES FX-420 COAL TAR EPDXY
COATING OR APPROVED EQUAL.
STEEL SURFACES WHICH ARE TO
RECEIVE FX-240 COAL TAR EPDXY
COATING SHOULD BE PREPARED BY
ABRASIVE BLASTING TO A
COMMERCIAL GRAY METAL (SP-6)
STANDARD. ANY SURFACE BLASTED
SHOULD BE COATED THE SAME DAY.
IF PREPARED SURFACES ARE
CONTAMINATED BY RUST OR OTHER
CONTAMINANTS, THEY MUST BE
RE -BLASTED.
v ORIFICE #1 (SIPHON)
(SEE ORIFICE TABLE & DETAIL)
4'
.'.
4
2
, bk
M 4
N.T.S.
VARIES - SEE
9" THICK CLASS A RIP -RAP �
OVER FILTER FABRIC
TYPICAL CROSS SECTION OF EXTENDED DRY DETENTION
TOP OF DAM EMERGENCY SPILLWAY WIDTH
(SEE EMERGENCY (SEE EMERGENCY SPILLWAY TABLE)
SPILLWAY TABLE)
5.1 PERMANENT SPILLWAY CREST
(SEE EMERGENCY SPILLWAY TABLE)
t
`�i\,`,�% •.`/i'. �d."/i •,4'�a , %`t:``/''� i ``/i`.',�.� .y%ice.'
EMERGENCY SPILLWAY LINING
(SEE EMERGENCY SPILLWAY TABLE)
EMERGENCY SPILLWAY SECTION_
N.T.S.
PVC CAP WITF
SCREW TYPE
PLUG
6"
6"
L
PVC CAP WITF
DRILLED ORIFICE
SIPHON OUTLET
(SEE ORIFICE
TABLE )
SIPHON OUTLET #1
N.T.S.
CAST RISER
UCTURE
.L
SCREW -ON
WATER TIGHT
CAP. DRILL 3.00"
DIA HOLE @ INV
= 13.25'
)ETAIL
ORIFICE #2 (SLOT)
(SEE ORIFICE TABLE & DETAIL)
PRECAST CONCRETE RISER
5:1
NOTES:
1. CONTRACTOR TO FILL VOIDS BETWEEN RIPRAP
STONE WITH TAMPED DIRT TO CREATE LEVEL
SPILLWAY CREST
SLOPE = 0.3%
Q10 = 25.3 CFS; V10= 2.45 FPS
D10= 1.15'; T=0.23 #/SF;
USE 0.10' FBD' 1.25' DEEP W/ 3:1 SIDES
BERMUDA GRASS
LINE WITH N. AMERICAN GREEN S75
3•'M� �61
�
VEGETATIVE
SWALE 11113 DETAIL
N.T.S.
<' OUTLET PIPE
4, (SEE PIPE TABLE)
j
STEPS
f A
CONCRETE CONCRETE PLUNGE POOL
PLUNGE POOL
ANTI -FLOATATION ORIFICE #1 (SIPHON)
CONCRETE (SEE ORIFICE TABLE & DETAIL)
PLAN VIEW
BALLAST ORIFICE #3 (SLOT) ORIFICE #4 (SLOT)
(SEE ORIFICE TABLE & DETAIL) N.T.S. (SEE ORIFICE TABLE & DETAIL)
NOTES:
1. MANUFACTURER SHALL HAVE STRUCTURAL ENGINEER DESIGN CONCRETE REINFORCEMENT TO SUPPORT WEIGHT OF ANTI -FLOATATION BALLAST.
REINFORCED CONCRETE STRENGTH SHALL BE 3,000 PSI MIN.
2. BOLT A GALVANIZED STEEL PLATE ACROSS EACH RISER JOINT IN (4) LOCATIONS (TYP.). PLATES SHALL BE 4 W X 8 L X 4 TH. USE (4) 2 X 3 GALVANIZED
BOLTS AT EACH PLATE. USE WATERTIGHT JOINTS CONFORMING TO ASTM C1433.
3. TRASH RACK NOT SHOWN FOR CLARITY. REFER TO TRASH RACK DETAIL FOR TYPE AND INSTALLATION INFORMATION.
VARIES - SEE
FILTER FABRIC
BASIN WITH LOW FLOW CHANNEL.
N.T.S.
`�•� 27' WIDE 3�
S.1 E'
i
NOTES:
1. MINIMUM LONGITUDINAL LENGTH OF 150 LF.
2. LINE WITH N. AMERICAN GREEN (S75).
PRETREATMENT
4" TOP SOIL + BERMUDA GRASS
SWALE 11113 CROSS SECTION
N.T.S.
ZELIMINARY - NOT RELEASED FOR CONSTRUCTIC
ALL CONSTRUCTION TO BE IN ACCORDANCE WITH ALL NEW HANOVER COUNTY, CAPE FEAR
PUBLIC UTILITY AUTHORITY, NCDEQ, AND NCDOT STANDARDS, SPECIFICATIONS, AND DETAILS
ORIFICE TABLE
SIZE
DRILLED
ORIFICE
SIZE
MATERIAL
INVERT ELEV.
ORIFICE#1 (SIPHON)
6"
3.00"
PVC SCH 40
13.25'
LENGTH
HEIGHT
ORIENTATION
INVERT ELEV.
ORIFICE #3 (SLOT)
36"
12"
N
16.50'
ORIFICE #3 (SLOT)
36"
12"
W
16.50'
ORIFICE #3 (SLOT)
36"
12"
S
1650'
RISER TABLE
INVERT ELEVATION
INTERIOR DIMENSIONS
TOP OF RISER
18.00'
60" X 60"
EMERGENCY SPILLWAY TABLE
TOP OF BERM ELEVATION:
20.00'
PERM. SPILLWAY CREST ELEVATION:
18.50'
EMERGENCY SPILLWAY BASE WIDTH:
50.00'
EMERGENCY SPILLWAY TOP WIDTH:
65.00'
EMERGENCY SPILLWAY LINING:
CLASS "B" RIPRAP (18"'TH.) AND
NON -WOVEN FILTER FABRIC
50 MIL HEAVY DUTY SILVER
TARP
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Notes:
All dimensions in inches
Client:
Manufacturer:
ESC STEEL LLC
18805 W. Catawba Ave
Suite 207
Cornelius
NC 28031
USA
T : [phone]
Email: [e-mail]
Project Title:
An Affiliate of
AXUHk;;iut
ITOCHU
S T E EL STEEL
Drawing Title.
SG-950
PHASE IIIA AND PHASE 111B STORMWATER NOTES
1. PRIOR TO BEGINNING CONSTRUCTION, THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE DESIGN ENGINEER OF ANY DISCREPANCIES FOUND WITHIN THE
PLANS.
2. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING WITH THE ON -SITE GEOTECHNICAL ENGINEER FOR OBSERVATION, TESTING AND CERTIFICATION OF
CONSTRUCTION.
3. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH NCDEQ STANDARDS, NEW HANOVER COUNTY, THE WILMINGTON INTERNATIONAL AIRPORT STORMWATER
MASTER PLAN, AND THE PROPOSED STORMWATER MANAGEMENT FACILITY DETAILS AND SPECIFICATIONS SHOWN IN THESE DRAWINGS.
4. SOILS, COMPACTION AND/OR OTHER MISCELLANEOUS DETAILS AND SPECIFICATIONS MAY BE MODIFIED PER THE RECOMMENDATIONS OF THE ON -SITE
GEOTECHNICAL ENGINEER. HOWEVER, PRIOR TO IMPLEMENTATION, THE DESIGN ENGINEER SHALL BE NOTIFIED OF ANY DEVIATION FROM THESE DESIGN
DRAWINGS, INCLUDING SHOP DRAWINGS FOR ANY PROPOSED MODIFICATION.
5. CONTRACTOR TO FINE GRADE ALL POND FINISHED SURFACES TO WITH 2 INCHES +/- TOLERANCE.
6. AS -BUILT SURVEY:
THE CONTRACTOR SHALL ACCURATELY CONSTRUCT ALL SCM GRADES, BERM, SPILLWAY, RISER TOP, RISER INVERTS, ETC. WITHIN # 0.2 FEET VERTICALLY OF
THE APPROVED PLANS. AT THE END OF THE PROJECT, THE CONTRACTOR SHALL AS -BUILT SURVEY ALL FEATURES OF THE SCM BY A LICENSED SURVEYOR.
SUBMIT SEALED AS -BUILT SURVEY AND CAD FILE TO THE ENGINEER. THE ENGINEER WILL THEN COORDINATE ANY ADJUSTMENTS NEEDED WITH THE
CONTRACTOR AND CERTIFICATION WITH THE MUNICIPALITY. ADDITIONAL AS -BUILT SURVEYS MAY BE NEEDED BASED ON REQUIRED ADJUSTMENTS.
DRY DETENTION BASIN SPECIFICATIONS:
1. THE DRY DETENTION BASIN SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE ILM STORMWATER MASTER PLAN, NCDEQ AND THE PROPOSED STORMWATER
MANAGEMENT FACILITY DETAILS AND SPECIFICATIONS SHOWN IN THESE DRAWINGS.
2. ALL SIDE SLOPES AND BASIN FLOOR SHALL BE PERMANENTLY STABILIZED WITH A DENSE STAND OF GRASS.
3. THE RISER STRUCTURE HAS BEEN DESIGNED WITH A CONCRETE ANCHOR FOR ANTI -FLOATATION.
4. A TRASH RACK IS REQUIRED AT THE TOP OF THE RISER, IT SHOULD BE INSTALLED TO PROVIDE ACCESS ALIGNED WITH THE STEPS ON THE BERM SIDE OF THE
RISER.
5. AN INVERTED SIPHON AND A CONCRETE PLUNGE POOL HAVE BEEN DESIGNED AT THE RISER ORIFICE TO REDUCE THE LIKELIHOOD OF CLOGGING, AND ALLOW
FOR MAINTENANCE.
6. THE DRY DETENTION BASIN SHALL BE GRADED IN ACCORDANCE WITH THE APPROVED PLANS, SECTIONS AND DETAILS.
7. THE RISER SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE RISER DETAIL.
8. THE EMERGENCY SPILLWAY SHALL BE LINED WITH RIPRAP. REFER TO DETAIL ON THE APPROVED PLANS.
9. THE OWNER'S GEOTECHNICAL ENGINEER SHALL OVERSEE THE INSTALLATION OF THE BERM, TO PROVIDE BERM COMPACTION TESTING.
10. REFER TO CONVERSION SEQUENCE ON THIS SHEET.
DRY DETENTION BASIN CONVERSION SEQUENCE:
1. CONTROLLED FILL, AS SPECIFIED BY THE GEOTECHNICAL ENGINEER, IN THE BERM EMBANKMENT /KEY TRENCH SHALL BE PLACED IN 6-INCH LOOSE LAYERS (3-INCH LOOSE
LAYERS WITHIN 3-FEET OF EITHER SIDE OF THE PRINCIPAL SPILLWAY PIPE TO A DEPTH OF 2-FEET OVER THE PIPE) AND SHALL BE COMPACTED TO A DENSITY OF NO LESS
THAN 95% OF THE STANDARD PROCTOR MAXIMUM DENSITY AT A MOISTURE CONTENT OF + OR - TWO PERCENTAGE POINTS OF THE OPTIMUM MOISTURE CONTENT IN
ACCORDANCE WITH ASTM D698.
2. ALL VISIBLE ORGANIC DEBRIS SUCH AS ROOTS AND LIMBS SHALL BE REMOVED FROM THE FILL MATERIAL PRIOR TO COMPACTION TO THE REQUIRED DENSITY. SOILS WITH
ORGANIC MATTER CONTENT EXCEEDING 5% BY WEIGHT SHALL NOT BE USED. STONES GREATER THAN 3-INCH (IN ANY DIRECTION) SHALL BE REMOVED FROM THE FILL PRIOR
TO COMPACTION.
3. FILL MATERIAL PLACED AT DENSITIES LOWER THAN SPECIFIED MINIMUM DENSITIES OR AT MOISTURE CONTENTS OUTSIDE THE SPECIFIED RANGES OR OTHERWISE NOT
CONFORMING TO SPECIFIED REQUIREMENTS SHALL BE REMOVED AND REPLACED WITH ACCEPTABLE MATERIALS.
4. ANY FILL LAYER THAT IS SMOOTH DRUM ROLLED TO REDUCE MOISTURE PENETRATION DURING A STORM EVENT SHALL BE PROPERLY SCARIFIED PRIOR TO THE PLACEMENT
OF THE NEXT SOIL LIFT.
5. SURFACE WATER AND STREAM FLOW SHALL BE CONTINUOUSLY CONTROLLED THROUGHOUT CONSTRUCTION AND THE PLACEMENT OF CONTROLLED FILL.
6. FOUNDATION AREAS MAY REQUIRE UNDERCUTTING OF COMPRESSIBLE AND/OR UNSUITABLE SOILS IN ADDITION TO THAT INDICATED ON THE PLANS. ALL SUCH
UNDERCUTTING SHALL BE PERFORMED AT THE DISCRETION OF THE GEOTECHNICAL ENGINEER AND SHALL BE MONITORED AND DOCUMENTED. IN NO CASE SHALL THERE BE
AN ATTEMPT TO STABILIZE ANY PORTIONS OF THE FOUNDATION SOILS WITH CRUSHED STONE.
7. TREATMENT OF SEEPAGE AREAS, SUBGRADE PREPARATION, FOUNDATION DEWATERING AND ROCK FOUNDATION PREPARATION (I.E., TREATMENT WITH SLUSH GROUTING,
DENTAL CONCRETE, ETC.) MAY BE REQUIRED AT THE DISCRETION OF THE GEOTECHNICAL ENGINEER. ALL SUCH ACTIVITIES SHALL BE CLOSELY MONITORED AND
DOCUMENTED BY THE GEOTECHNICAL ENGINEER.
8. FILL ADJACENT TO THE RISER AND PRINCIPAL SPILLWAY PIPE SHALL BE PLACED SO THAT LIFTS ARE AT THE SAME LEVEL ON BOTH SIDES OF THE STRUCTURES.
9. EARTHWORK COMPACTION WITHIN 3-FEET OF ANY STRUCTURES SHALL BE ACCOMPLISHED BY MEANS OF HAND TAMPERS, MANUALLY DIRECTED POWER TAMPERS OR PLATE
COMPACTORS OR MINIATURE SELF-PROPELLED ROLLERS.
10. COMPACTION BY MEANS OF DROP WEIGHTS FROM A CRANE OR HOIST SHALL NOT BE PERMITTED.
11. HEAVY EQUIPMENT SHALL NOT BE ALLOWED TO PASS OVER CAST -IN -PLACE STRUCTURES (INCLUDING THE CRADLE) UNTIL ADEQUATE CURING TIME HAS ELAPSED.
12. TO RE-ESTABLISH VEGETATION AFTER CONSTRUCTION, A 2- TO 3-INCH LAYER OF TOPSOIL SHALL BE PLACED ON THE DISTURBED EMBANKMENT SURFACE AND THE AREA
TEMPORARILY SEEDED AND MULCHED OR HYDROSEEDED WITH NON -CLUMPING TURF GRASS.
13. NO TREES OR WOODY VEGETATION ARE ALLOWED TO BE PLANTED ON THE DAM OR EMBANKMENT.
PRELIMINARY - NOT RELEASED FOR CONSTRUCTION
ALL CONSTRUCTION TO BE IN ACCORDANCE WITH ALL NEW HANOVER COUNTY, CAPE FEAR
PUBLIC UTILITY AUTHORITY, NCDEQ, AND NCDOT STANDARDS, SPECIFICATIONS, AND DETAILS
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SKIMMER SEDIMENT BASIN MAINTENANCE - �" " w _ µµ "m"µ� M µ "� " y£ GENERAL EROSION AND SEDIMENT CONTROL NOTES.
��g{f
P �N- BA NI.AI1tl� A.t IN. ^' PIMA
INSPECT SKIMMER SEDIMENT BASINS AT LEAST WEEKLY AND AFTER EACH SIGNIFICANT 1/2 ` �'��°- y "
( �" �~� "� ���:sd �;. � /t BASIN TYPE SKII�1Ii ER
INCH OR GREATER RAINFALL EVENT AND REPAIR IMMEDIATELY. REMOVE SEDIMENT AND �' . w" - ��/"` w„ w�
..:_. ..:... , __ ...
........:.... .............. .....
"'"� w
�� , ^ "" •"� " ' " TOTAL DRAINAGE AREA 4 37 acres
v, N,-
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RESTORE THE BASIN TO ITS ORIGINAL DIMENSIONS WHEN SEDIMENT ACCUMULATES TO /1 ,,,� �,✓ t c " . ";",, 5 41 " w - - - - -._ _------� --r -- TG II1tIE OF CONCENTRATION S min
..
/Y
y
ONE-HALF THE HEIGHT OF THE FIRST BAFFLE. PULL THE SKIMMER TO ONE SIDE SO THAT THE " ,Hy ,�" " _ ,,, . - µ.._. µ
/,- _,,,.,, "'p ✓" "r✓.,. - C VALUE
0 30
SEDIMENT UNDERNEATH IT CAN BE EXCAVATED. EXCAVATE THE SEDIMENT FROM THE ENTIRE ., s w " - s', `° wM,n " " " , , �� �"'�`
; �, w � " . ,,; �� :.:..._ .... p I (fl YEAR ST 3RM) 9 70 inthr
�"l°'
BASIN NOT JUST AROUND THE SKIMMER OR THE FIRST CELL. MAKE SURE VEGETATION
i "� r rt
4 _- y x ,
:,...
GR WI IN T E BOT O OF THE BASIN DO NOT H LD DOW T I �" ; ° d "'" """ "
O NG H T M ES O N HE SK MMER. REPAIR - " m
,,r'',., „ w ....., .
caws / M� , 'y,✓' �"
% ,� I -....,' ...,� "� M �- _ i� � �s V - - , ;" b St. ���'� AUR A SAL-U / fi�Ol�l:
BAFFLES IF THEY ARE DAMAGED. RE ANCHOR THE BAFFLES IF WATER IS FLOWING U ✓ , . j ....... �� f . � ° :� � , , w ,,,,,,,,,;,,,,,,,,,,;,,-. ,».-. ,,:..: ,_,, w:.,..,,-...N.,...,„..,..
NDERNEATH ,� � � ' �� � � „ ..-' � ,..'- s V.1 d M. ",, �, �� M " _
a,",' "' W. , .;,'i „" ....,..,.... Q10 CIA 13 cfs
OR AROUND THEM. IF THE SKIMMER IS CLOGGED WITH TRASH AND THERE IS WATER IN THE M� ; >. w." ra �' `��.� _"._,_,._ � v, 3 _^......,...
p
°° - ,r ..,,% '.•' ., '�.'�6"? Cue, ..,,M €,,%,/.� ,,,,�. ...,.,, w....,,,.,, �,.,.�m �,,., w,,... ,.,,..�,,.,,. ,,,��:.:.,,.: ""::.::;;.;;:; ..�w, :M ...«._,_M - it
" " s
. ,,.r . ,.
SURFACE AREA (AC 325 SF Q10 (CFS)
BASIN USUALLY JERKING ON THE ROPE WILL MAKE THE SKIMMER BOB UP AND DOWN AND '- . �' "� ..... "ygk'S r' mM' _. - _____ _ ,__ _._,._., .._
_.. Mw, w - _..,. _ .,
DISLODGE THE DEBRIS AND RESTORE FLOW. IF THIS DOES NOT WORK, PULL THE SKIMMER v PORT BOULEVARD SURFACE AREA REQUIRED 4,133 ft
t
F
✓,
AlR
OVER TO THE SIDE OF THE BASIN AND REMOVE THE DEBRIS. ALSO CHECK THE ORIFICE INSIDE " ✓," - = � � VER COUNTY ROAD) -- -'p -" -' _. _ ___,.",._.- _. f ,
(STING NEW HANG RECTANGLE BASIN PROVIDED 80 X 240
THE SKIMMER TO SEE IF IT 1S CLOGGED, IF SO REMOVE THE DEBRIS. IF THE SKIMMER ARM OR "<" x' �� h p',, ��
�.".v_.,, .., .
,:,
.� `^ " t "°/ 6„ _ ,.,..M _, VARIABLE WIDTH ROW z
,°" " k
" s __.._ W,_,., ,_. St RI=ACE I R A I ROVII ED 14,785 .
BARREL PIPE IS CLOGGED THE ORIFICE CAN BE REMOVED AND THE OBSTRUCTION CLEARED k " w
i_ __.._.m. µ� x_ «..._
✓�d:.: w .. __, _, . _,. w .W,,. _f _M w,_ w....,,. __,.� £3RiN tfOIUI�ALILATIOI;
WITH A PLUMBERS SNAKE OR BY FLUSHING WITH WATER. BE SURE AND REPLACE THE ORIFICE ,-//' -' , „ �"
" �.
" " " ""........ p µ.M EC103
BEFORE REPOSITIONING THE SKIMMER. CHECK THE FABRIC LINED SPILLWAY FOR DAMAGE AND _ __._ _..._ _._..:._^ ____ _ -
"�- __^ "m .. _ .,.... _ �.,.� ����' BASIN VCLIJME C/ESION - 1 Ii00 ft /acre
"'
y .. ... . ... ........ .... ... .....
�° ,� F � ,� � Ate,, ,, . .� . � EC117A -� v `� ,��.��
� n �'' A �- , , e .
E NY E IRED RE AIR WITH FABRI THAT SPANS THE FULL WIDTH OF TH '' //��t ,
MAK A R QU P S C E SPILLWAY.
.............
_ �� _ 3
3" - BASII�i VOLUME IEQIJIRED , 7,860f1
T SPI WAYS AND OUT ET FORE O ION DAMAG „ , , . , ..., _. . __ .... _... ._... _
CHECK THE EMBANKMEN LL L R S E, AND INSPECT THE ✓ EC102 /� r,. _ _ __ . _
EMBANKMENT FOR PIPING AND SETTLEMENT. MAKE ALL NECESSARY REPAIRS IMMEDIATELY. , P° " . "; d " "'' w °° '° . - "µ yf " _ µ_. ",.. ":.....:..,. _ ¢". .„ BASIN VOLUME PROVIDED 25 706 ft
< .::.. . . . .......... ....... ........... .........
REMOVE ALL TRASH AND OTHER DEBRIS FROM THE SKIMMER AND POOL AREAS. FREEZING /`" ,/ .- " �`"� w _6
w� " �."✓`" �" a r . "- �" r, TOP OI" EIV{BANKMENT ELEtIATIfN 21
N� ,. EC116 � � ,.� ,M
WEATHER CAN RESULT IN ICE FORMING IN THE BASIN. SOME SPECIAL PRECAUTIONS SHOULD BE ,°�" �g_� 'e N"" �yL, ,...." - "- T -' ..►__/ � , , . }
<�' ,F ,,✓' i f s ✓;: /,�`,e, ' ✓' "1 ✓'',• „r/ �`V,sP,/"° ..yy/r1/� '"Y„ . „,.. ' ^✓. �'. / ..," .,"m y f :,,-,,:sS:'u./, w't
TAKEN IN THE WINTER TO PREVENT THE SKIMMER FROM PLUGGING WITH ICE. �" ��", "� /
d � o, ' -' ��� �� " mo t ; `�
BAI=FEES MAINTENANCE _. _
mil!,` /(
o, '/' ✓` /' ,✓'</°R pf NJ' W'w' ,,,, 4�1 / ,// � 3 E ,�^. {{ F �j....
INSPECT BAFFLES AT LEAST ONCE A WEEK AND AFTER EACH RAINFALL. MAKE ANY REQUIRED 'md
`` // ��" '',/ �✓''' ` �',,- � r ^- is �• �h ' G,'
REPAIRS IMMEDIATELY. BE SURE TO MAINTAIN ACCESS TO THE BAFFLES. SHOULD THE FABRIC "°`; , ", .� � , '2 , u try M ;. ,.. , t� _....M ......_w_ . _.W..... £ s� _. .
/ "�/ r r'" ✓ "�GtF m f ✓ �cH:- _ w, ,, _,, rgkl t.
>' / " s /�, '• - y ,. P �o ,� ✓�„ "I � r,, ,. . fir, I" '..,,' -- �' „,,,,,, 's ,';",`.<3. 1 '3" ; i
OF A BAFFLE COLLAPSE, TEAR, DECOMPOSE, OR s /,, ",y _ ,, . , " "
BECOME INEFFECTIVE, REPLACE IT PROMPTLY. REMOVE SEDIMENT DEPOSITS WHEN IT v ", /" "- - , `��
�'
,� �„ ",. " , ,a .�t �, .-. „e°
t sG ----_ . ......... ..... ....... .. .,,i�
PROVIDE 3 BAFF.
SKIMMER SIZE .
ORIFICE DIAMETER
,_ ,.,. .
L` EV AT .RING TIME
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N CONTROL CONSTRUCTION SEQUENCE \ "--, EC123
PHASE 1 EROSIO �� ��" � � � � ��� � �"� � �`^ f `.�
"gy m ill. '' e.,
t °< ;tk `
1. OWNER/DEVELOPER/CONTRACTOR SHALL OBTAIN A COPY OF THE APPROVED yy\ , �� " . � _.� '-'- "'' " ��� �_. _ 4�
s� �;
EROSION CONTROL PLAN AND MAINTAIN A COPY OF THE PLAN ON SITE` �' �� `�` /�hb
` h �� \ s' s o £% EC106 a
THROUGHOUT DURATION OF CONSTRUCTION.) °a � "
HANOVER COUNTY A MINIMUM OF 72 a �.`d _ I, s o /�
q 1 I '\
2. OWNER/CONTRACTOR SHALL NOTIFY NEW ; � g`, „ , `�� .�
% '`t,- • ;?; 3 ,� `�� .a t. '' 'o 'e 9'�j i --..., „� '`, S F`
HOURS BEFORE START OF CONSTRUCTION ON EACH PHASE. \, *,�,' I , ' I i
", z� EC122 ., �`t 14 ...°
3. ONLY CLEAR/GRADE ENOUGH TO INSTALL SEDIMENT CONTROL DEVICES AS 3g
SHOWN IN PHASE I. INSTALL CONSTRUCTION ENTRANCE, PIPES, SEDIMENT s, ;,, > �, , �-' „", .
BASIN, TEMPORARY DIVERSION DITCHES, CHECK DAMS, RIPRAP, AND £` � ` 4 k _ -- "
�f v a` ¢ b � , EC111 ,��
TEMPORARY INLET PROTECTION AS INDICATED ON PLAN. INSTALL SILT FENCE, 1 � . ` i x s - - _.. _,__
SILT FENCE OUTLETS AROUND THE PERIMETER OF THE SITE. DISTURB ONLY f `'` `4 .s ` '' 3 - _ ,N. ,(i
f , I/ -" i '1, z o, S � Gsyk, `a as i ,� -` � s S Y` � - ,..,. ", y „
i i J re' ta, i ':, t `'4 Y x `3 t
THE AREAS NECESSARY FOR INSTALLATION. g � . b3` s' '°" `t `\, `� {4 ` � ` _ � , "`'
tk' tk aaF4 i , y � � % / w
4. ONCE BASIN HAS BEEN ESTABLISHED AND STABILIZED, CONTRACTOR TO i` �' b ` t a ... _ _ s - „.
i - "
REMOVE ROCK PIPE INLET PROTECTION AT OUTLET OF SEDIMENT BASIN.` f " "
/ � � `a `} ax , s „ z
5. ONCE PHASE 1 SEDIMENT CONTROL DEVICES HAVE BEEN INSTALLED, PROCEED mYx _. y yM _.' _ % / "� --� _ _ w
TH CLEARING REST OF SITE. y s """ `m - -
W I 5-1 ,� `':� a$ 4'` is / fy O .,.,.- "..F % ,5 :. �� y ¢ ,y
4:a ` t? ' °r v$. � SCALE 1 "-40'
A NECESSARY FOR .A< , `'�,k°= "' Pj.. i �- _.
6. ADJUST EROSION AND SEDIMENT CONTROL MEASURES S ,
PROPER OPERATION. INSTALL ADDITIONAL EROSION CONTROL MEASURES IF �� Y ' ,`, �`' / o
= _. -_ f - 40' 80'
DETERMINED NECESSARY BY INS C :_ s,+.
{ 4aa II i 4 4 sa 'w , S'�� 4 •'S ,', ,,, } :,,.,,.
7. INSPECT ALL EROSION CONTROL DEVICES AFTER EVERY RAINFALL EVENT AND , �' �o k �5 `s, � x `R, \ ,4, O / �:
AT LEAST ONCE PER WEEK. REPAIR AND CLEAN OUT AS REQUIRED.'` s, x �.
:a fa -PRELIMINARY -NOT RELEASED FOR CONSTRUCTION
i F G.,^l
8. NOTIFY NEW HANOVER COUNTY FOR AN INSPECTION AFTER THIS ISa x $ a ' six w` O "� "/w"'�'
ag �` t4 , \ a ;w
` .x' , - ' v --- -'"''" ALL CONSTRUCTION TO BE IN ACCORDANCE 1NITH ALL NEVV HANOVER COUNTY, CAPE FEAR
COMPLETED. °a :� `` y > � y e ="
,,.i F $� as , a„ t^ %, �i�+�
9. PRocEED To PHASE 2 OF THE ERosION coNTROL sEQUENCE wHEN PHASE 1 �� ` a ' k,y b ��.,`„' P BLIC UTILITY AUTHORITY NCDEQ AND NCDOT STANDARDS SPECIFICATIONS AND DETAILS
MEASURES HAVE BEEN COMPLETED, INSPECTED, AND APPROVED. '`'. ` : �� a= %% , _"
'" "Fs a E ,. "3 6' i
3 nch:
1I 75 inch
2 22 daE
ACHES HALF FULL TO PROVIDE ADE DATE STORAGE VOLUME FOR THE NEXT RAI "°' ,�� " '" -"" 4 1 -, € .:' 4._ .._.... -'-'
RE Q N AND TO , ,,
.
REDUCE PRESSURE ON THE BAFFLES. TAKE CARE TO AVOID DAMAGING THE BAFFLES DURING �� "�"° /��,, , "" ✓,' "/ 11 / `�` "„ e° �SS.ft'° �. / -,
� ` J .............. - k
CLEANOUT, AND REPLACE IF DAMAGED DURING CLEANOUT OPERATIONS. SEDIMENT DEPTH" ""� "� / ,,
SHOULD NEVER EXCEED HALF THE DESIGNED STORAGE DEPTH. AFTER THE CONTRIBUTING '� , _'" " ,,;� , `) :-' � , �'` /- " ` � " "�
DRAINAGE AREA HAS BEEN PROPERLY STABILIZED, REMOVE ALL BAFFLE MATERIALS AND �� .'"/ .' - " , ' G$1 t,_?'1_ m §� „ "
UNSTABLE SEDIMENT DEPOSITS, BRING THE AREA TO GRADE, AND STABILIZE IT. �l N-°F t ;�; ,�" ® �, > `
F to .,b 5 '" 1 '/''.d�� i i' ,;,F' s' ,✓Ad` , ✓Ryi I ✓'"ff�,: /, �'- .,.- I �,, �N �,�.� "'"� G� '� ' 1 "• "� '�/ t
`*'` ''� a `�>q d 'w,< < '.., fq`' ,✓' .y'` f ,,`"" - xo/ ,/i,`jE' Pr N` P ` .,>a' .�" �/°" r` ''' "w, �' i
�y a, a -`w . s �4 d r ! d o J `, _ "/r r p / � / ,,/
iSg €Y e,ak 'a4 0k ZJ �,� �'`' "" ,°-' .i`'y ✓ ``�� r,O^V `�°',/�f ,,>F , �'`� ,�" °�"«t'" " tf
"°"` v� -w, x �,.,w. s { '` a" ✓^"" fi '`��/ t..£'r '✓ '` VOV`'lj�V , "�`"�1�✓'`%'}',b rt ...• N / �°"' ,F/' . �dl? .°; 1
- � € a` ¢ },, Fa � w� �'3 „....,. ,N'`r ,,,, „ -,, J���i�,s �,„f'�" V i j► ,"" �;��� "?9 -�`'` �` "" � '� g�; °a EC 103
fC _w� ,..�.,. °,..,,, ," .ate,"'' ` 0 f.,i .,a+'
'"F`.e @`„g t '`., >,4 't., `I ,%`i a at "�, z°/ // - . ,'f , ;i^ `�" �P �, `✓f 'Y.' , '°,/ �/ ,°''/� : tt 'a E�f,�sz °*.° ,✓" §` `�i t,„ f t
1. ALL CONSTRUCTION SHALL COMPLY WITH NEW HANOVER COUNTY STANDARDS AND
SPECIFICATIONS.
2. A COPY OF TH P
E A PROVED EROSION CONT L
RO PLAN MUST BE ON FILE AT THE B T
Jo sl E
AT ALL TIMES.
3. FAILURE TO FOLLOW THE APPROVED PLAN SEQUENCE AND DETAILS COULD SUBJECT
THE CONTRACTOR TO FINES AND PENALTIES ISSUED BY DEQ.
4. FIELD VERIFY ALL DIMENSIONS AND GRADES ON THESE PLANS PRIOR TO
CONSTRUCTION. FAILURE TO NOTIFY THE OWNER OF ANY DISCREPANCIES PRIOR TO
PROCEEDING WITH PLAN OR GRADE CHANGES, MAY RESULT IN NO EXTRA
COMPENSATION PAID TO THE CONTRACTOR FOR ANY WORK DONE DUE TO DIMENSIONS
OR GRADES SHOWN INCORRECTLY.
5. EXCAVATION A
ND EARTH MOVING OPERATIONS SHALL BE CONDUCTED UNDER THE
SUPERVISION OF THE GEOTECHNICAL ENGINEER.
6. VERIFY THE LOCATION OF ALL EXISTING UTILITIES PRIOR TO CONSTRUCTION. EXISTING
UTILITIE
S SHOWN ARE FROM THE BEST AVAILABLE RECORDS AND FROM A SURVEY OF
ABOVE GROUND FEATURES. NO WARRANTY IS GIVEN OR IMPLIED AS TO THE ACCURACY
OF THE INFORMATION. ALL EXISTING UTILITIES SHOULD BE CONSIDERED APPROXIMATE
IN LOCATION AND VERIFIED PRIOR TO COMMENCING ACTIVITY ON SITE.
7. ALL ADJACENT ROADS TO THE SITE ARE TO BE SWEPT AND WASHED AT THE END OF
EACH WORK A
D Y TO ENSURE NO SEDIMENT COLLECTS ON THE ROADWAYS.
8. INSPECT AND PROPERLY MAINTAIN ALL EROSION AND SEDIMENT CONTROL MEASURES
WEEKLY AND AFTER EVERY RAINFALL EVENT.
9. INSTALL ANY ADDITIONAL EROSION CONTROL MEASURES AS NECESSARY TO PREVENT
SEDIMENT RUNOFF.
'10. PROVIDE NEW HANOVER COUNTY WITH THE LOCATION OF OFFSITE STOCKPILES USED
TO STORE EXCAVATED SOIL FROM THE SITE. THE LOCATION OF OFFSITE STOCKPILES
MUST BE AN UPLAND AREA. IF AN OFFSITE BORROW OR SPOIL SITE IS UTILIZED, THEN
THE DISTURBED AREA FOR THE BORROW/SPOIL SITE MUST BE INCLUDED IN'THE LAND
DISTURBANCE PERMIT. THE CONTRACTOR WILL PROVIDE THE LOCATION OF ALL
EXCAVATED SOILS USED FOR THIS PROJECT TO NEW HANOVER COUNTY. THIS AREA
MUST ALSO BE AN UPLAND AREA.
10.1. CONTRACTOR TO MOVE EXCESS SOIL EXCAVATED FROM STORMWATER CONTROL
MEASURES TO DESIGNED STOCKPILE AREA ON ILM PROPERTY. CORRDINATE WITH
ILM CONTACT ON EXACT LOCATION.
11. CONCRETE WASHOUT TO BE LOCATED A MINIMUM OF 50' FROM ANY DRAINAGE
STRUCTURE.
12. THE EROSION CONTROL MEASURES INDICATED ON THE PLANS ARE THE MINIMUM
REQUIREMENTS.
13. ADDITIONAL MEASURES MAY BE REQUIRED, AS DIRECTED BY THE ENGINEER,
ENFORCEMENT OFFICER, OR OTHER GOVERNING AGENCY.
EROSION CONTROL PLAN - PHASE i KEYNOTES
NUMBER
DESCRIPTION
EC101
LIMITS OF DISTURBANCE
EC102
SILT FENCE; REFER TO DETAIL (TYP).
EC103
SILT FENCE OUTLET; REFER TO DETAIL (TYP.)
EC104
TEMPORARY 25' X 100' CONSTRUCTION ENTRANCE; REFER TO
DETAIL
EC105
TEMPORARY INLET PROTECTION; REFER TO DETAIL (TYP.)
SKIMMER SEDIMENT BASIN #1
DRAINAGE AREA=4.37 AC; DIST AREA=4.37 AC
REQ'D SURFACE AREA=4,133 SF; REQ'D STORAGE=7,866 CF
EC106
PROV'D SURFACE AREA=14,785 SF; PROV'D STORAGE=25,708 CF
(OR EQUIVALENT SURFACE AREA & VOLUME)
PROVIDE 3" SKIMMER W/ 1.75" DIA. ORIFICE ON
4'X4'X1'D CLASS B PAD; TETHER TO BERM
INV=14.50'
TEMP. DIVERSION DITCH #1
LENGTH = 341'; DRAINAGE AREA = 0.78 AC; S = 1.6%
EC107
Q10 = 2.3 CFS; V10 = 2.65 FPS
D10=0.5';T=0.5#/SF; B=0.5'
USE 0.50' FBD' 1.0' DEEP W/ 3:1 SIDES
LINE W/ N. AMERICAN GREEN (S75)
TEMP. DIVERSION DITCH #2
LENGTH = 340'; DRAINAGE AREA = 0.25 AC; S = 1.8%
EC108
Q10 = 0.7 CFS; V10 = 2.07 FPS
D10=0.3'; T=0.33#/SF; B=0.5'
USE 0.50' FBD' 0.8' DEEP W/ 3:1 SIDES
LINE W/ N. AMERICAN GREEN (S75)
EC111
3 POROUS BAFFLES
15' WIDE SPILLWAY W/ CLASS B RIPRAP & NON -WOVEN LINER
EC112
OR 50 MIL HEAVY DUTY SILVER TARP
TOP=19.25 CREST=20.75
EC113
3:1 SIDE SLOPE
EC114
CLASS A RIP RAP DISSIPATER PAD (11'L X 6.5'W X 12"D)
EC115
CLASS A RIP RAP DISSIPATER PAD (17'L X 5.3'W X 1�2"D)
EC116
CLASS A RIP RAP DISSIPATER PAD (6 L X 4.5 W X 12 D)
TEMPORARY ROCK PIPE INLET PROTECTION #1
DRAINAGE AREA = 0.54 AC; DISTURBED AREA = 0.02 AC
EC117A
VOLUME REQUIRED = 72 CF; VOLUME PROVIDED = 72 CF
SIDE SLOPES = 2.5:1; DEPTH = 2 FT
TOP OF SEDIMENT STORAGE SURFACE AREA = 56 SF
TEMPORARY ROCK PIPE INLET PROTECTION #2
DRAINAGE AREA = 2.49 AC; DISTURBED AREA = 0.55 AC
EC117B
VOLUME REQUIRED = 1,980 CF; VOLUME PROVIDED = 2,012 CF
SIDE SLOPES = 2:1; DEPTH = 4 FT
TOP OF SEDIMENT STORAGE SURFACE AREA = 886 SF
TEMPORARY ROCK PIPE INLET PROTECTION #3
DRAINAGE AREA = 6.46 AC; DISTURBED AREA = 2.97 AC
EC117C
VOLUME REQUIRED = 10,692 CF; VOLUME PROVIDED = 11,280 CF
SIDE SLOPES = 2:1; DEPTH = 4 FT
TOP OF SEDIMENT STORAGE SURFACE AREA = 3,660 SF
CIRCLE K / ILM RESPONSIBILITY PHASE LINE DELINEATES THE
EC118
SCOPE OF WORK BREAKDOWN FOR THE PRIMARY WORK'ON
EACH PAGE (I.E. UTILITY WORK ON THE UTILITY PLAN).
EC119
CIRCLE K 100% FUNDED CONSTRUCTION WORK
EC120
ILM 100% FUNDED CONSTRUCTION WORK
EC121
TEMPORARY TIMBER MAT
EC122
VEGETATIVE FILTER STRIP IIIA. LINE WITH NORTH AMERICAN
GREEN S75. SEE GRADING PLAN AND POND DETAIL SHEET.
EC123
CLASS B RIP RAP DISSIPATER PAD, GC TO PROVIDE AS NEEDED
IN ORDER TO STABILIZE SLOPES.
EC124
ROCK CHECK DAM (TYP.)
EC125
CIRCLE K AND ILM (50% / 50% SPLIT) CONSTRUCTION WORK
EROSION CONTROL LEGEND
�������%'/�°�� s . �_=���y/���������� LI M ITS OF DISTURBANCE
SF SF SF
SILT FENCE
-0 0 0 0 0 0 0 0 0-0
POROUS BAFFLE
` --now ` ` - - ---0- ` `
PERMANENT DIVERSION DITCH
• . -►• •
TEMPORARY DIVERSION DITCH
TEMPORARY TIMBER MAT
Em
SILT FENCE STONE OUTLET
EMERGENCY SPILLWAY / RIP RAP
APRON
ROCK CHECK DAM
"""■
WATTLE
t��
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CONSTRUCTION ENTRANCE
TEMPORARY INLET PROTECTION
CONCRETE WASHOUT
ROCK PIPE INLET PROTECTION
R SKIMMER
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EROSION CONTROL PLAN - PHASE 1 KEYNOTES
NUMBER
DESCRIPTION
EC101
LIMITS OF DISTURBANCE
EC102
SILT FENCE; REFER TO DETAIL (TYP).
EC103
SILT FENCE OUTLET; REFER TO DETAIL (TYP.)
EC104
TEMPORARY 25' X 100' CONSTRUCTION ENTRANCE; REFER TO
DETAIL
EC105
TEMPORARY INLET PROTECTION; REFER TO DETAIL (TYP.)
SKIMMER SEDIMENT BASIN #1
DRAINAGE E AREA=4.37 AC; DIST AREA=4.37 AC
N
REQ QD =7 D SURFACE AREA=4 133 SF; RE STORAGE 866 CF
EC1 06
PROV'D SURFACE AREA=14,785 SF; PROV'D STORAGE=25,708 CF
(OR EQUIVALENT SURFACE AREA & VOLUME)
PROVIDE 3" SKIMMER W/ 1.75" DIA. ORIFICE ON
4'X4'X1'D CLASS B PAD; TETHER TO BERM
INV=14.50'
11
TEMP. DIVERSION DITCH #1
LENGTH = 341% DRAINAGE AREA = 0.78 AC; S = 1.6%
EC107
Q10 = 2.3 CFS; V10 = 2.65 FPS
D10=05;T=0.5#/SF; B=0.5'
USE 0.50' FBD' 1.0' DEEP W/ 3:1 SIDES
LINE W/ N. AMERICAN GREEN (S75)
TEMP. DIVERSION DITCH #2
LENGTH = 340% DRAINAGE AREA = 0.25 AC; S = 1.8%
EC108
Q10 = 0.7 CFS; V10 = 2.07 FPS
D10 = 0.3% T = 0.33 #/SF; B=0.5'
USE 0.50 FBD 0.8 DEEP W/ 3:1 SIDES
LINE W/ N. AMERICAN GREEN (S75)
EC111
3 POROUS BAFFLES
15' WIDE SPILLWAY W/ CLASS B RIPRAP & NON -WOVEN LINER
EC112
OR 50 MIL HEAVY DUTY SILVER TARP
TOP=19.25 CREST=20.75
EC113
3:1 SIDE SLOPE
EC114
CLASS A RIP RAP DISSIPATER PAD (11'L X 6.5'W X 12"D)
EC115
CLASS A RIP RAP DISSIPATER PAD (171 X 53W X 12"D)
EC116
CLASS A RIP RAP DISSIPATER PAD (61 X 45W X 12"13)
TEMPORARY ROCK PIPE INLET PROTECTION #1
DRAINAGE AREA = 0.54 AC; DISTURBED AREA = 0.02 AC
EC117A
VOLUME REQUIRED = 72 CF; VOLUME PROVIDED = 72 CF
SIDE SLOPES = 2.5:1; DEPTH = 2 FT
TOP OF SEDIMENT STORAGE SURFACE AREA = 56 SF
TEMPORARY ROCK PIPE INLET PROTECTION #2
DRAINAGE AREA = 2.49 AC; DISTURBED AREA = 0.55 AC
EC117B
VOLUME REQUIRED = 1,980 CF; VOLUME PROVIDED = 2,012 CF
SIDE SLOPES = 2:1; DEPTH = 4 FT
TOP OF SEDIMENT STORAGE SURFACE AREA = 886 SF
TEMPORARY ROCK PIPE INLET PROTECTION #3
DRAINAGE AREA = 6.46 AC; DISTURBED AREA = 2.97 AC
EC117C
VOLUME REQUIRED = 10,692 CF; VOLUME PROVIDED = 11,280 CF
SIDE SLOPES = 2:1; DEPTH = 4 FT
TOP OF SEDIMENT STORAGE SURFACE AREA = 3,660 SF
CIRCLE K / ILM RESPONSIBILITY PHASE LINE DELINEATES THE
EC118
SCOPE OF WORK BREAKDOWN FOR THE PRIMARY WORK ON
EACH PAGE (I.E. UTILITY WORK ON THE UTILITY PLAN).
EC119
CIRCLE K 100% FUNDED CONSTRUCTION WORK
EC120
ILM 100% FUNDED CONSTRUCTION WORK
EC121
TEMPORARY TIMBER MAT
EC122
VEGETATIVE FILTER STRIP IIIA. LINE WITH NORTH AMERICAN
GREEN S75. SEE GRADING PLAN AND POND DETAIL SHEET.
EC123
CLASS B RIP RAP DISSIPATER PAD, GC TO PROVIDE AS NEEDED
IN ORDER TO STABILIZE SLOPES.
EC124
ROCK CHECK DAM (TYP.)
EC125
CIRCLE K AND ILM (50% / 50% SPLIT) CONSTRUCTION WORK
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ALL CONSTRUCTION TO BE IN ACCORDANCE WITH ALL NEW HANOVER COUNTY, CAPE FEAR
PUBLIC UTILITY AUTHORITY, NCDEQ, AND NCDOT STANDARDS, SPECIFICATIONS, AND DETAILS
GENERAL EROSION AND SEDIMENT CONTROL NOTES:
1. ALL CONSTRUCTION SHALL COMPLY WITH NEW HANOVER COUNTY STANDARDS AND
SPECIFICATIONS.
2. A COPY OF THE APPROVED EROSION CONTROL PLAN MUST BE ON FILE AT THE JOB SITE
AT ALL TIMES.
3. FAILURE TO FOLLOW THE APPROVED PLAN SEQUENCE AND DETAILS COULD SUBJECT
THE CONTRACTOR TO FINES AND PENALTIES ISSUED BY DEQ.
4. FIELD VERIFY ALL DIMENSIONS AND GRADES ON THESE PLANS PRIOR TO
CONSTRUCTION. FAILURE TO NOTIFY THE OWNER OF ANY DISCREPANCIES PRIOR TO
PROCEEDING WITH PLAN OR GRADE CHANGES, MAY RESULT IN NO EXTRA
COMPENSATION PAID TO THE CONTRACTOR FOR ANY WORK DONE DUE TO DIMENSIONS
OR GRAD
ES ES SHOWN INCORRECTLY.
Y
5. EXCAVATION
A ATION AND EA MOVING
G OPERATIONS SHALL BE CONDUCTED UNDER THE
SUPERVISION OF THE GEOTECHNICAL ENGINEER.
6. VERIFY THE LOCATION OF ALL EXISTING UTILITIES PRIOR TO CONSTRUCTION. EXISTING
UTILITIES SHOWN ARE FROM THE BEST AVAILABLE RECORDS AND FROM A SURVEY OF
ABOVE GROUND
U D FEATURES. NO WARRANTY IS GIVEN OR IMPLIED AS TO THE ACCURACY
OF THE INFORMATION. ALL EXISTING UTILITIES SHOULD BE CONSIDERED APPROXIMATE
IN LOCATION AND VERIFIED PRIOR TO COMMENCING ACTIVITY ON SITE.
7. ALL ADJACENT ROADS TO THE SITE ARE TO BE SWEPT AND WASHED AT THE END OF
EACH WORK DAY TO ENSURE NO SEDIMENT COLLECTS ON THE ROADWAYS.
8. INSPECT
AND PROPERLY MAINTAIN ALL EROSION AND SEDIMENT CONTROL MEASURES
WEEKLY AND AFTER EVERY RAINFALL EVENT.
9. INSTALL ANY ADDITIONAL EROSION CONTROL MEASURES AS NECESSARY TO PREVENT
SEDIMENT RUNOFF.
10. PROVIDE NEW HANOVER COUNTY WITH THE LOCATION OF OFFSITE STOCKPILES USED
TO STORE EXCAVATED SOIL FROM THE SITE. THE LOCATION OF OFFSITE STOCKPILES
MUST BE AN UPLAND AREA. IF AN OFFSITE BORROW OR SPOIL SITE IS UTILIZED, THEN
THE DISTURBED AREA FOR THE BORROW/SPOIL SITE MUST BE INCLUDED IN THE LAND
DISTURBANCE PERMIT. THE CONTRACTOR WILL PROVIDE THE LOCATION OF ALL
EXCAVATED SOILS USED FOR THIS PROJECT TO NEW HANOVER COUNTY. THIS AREA
MUST ALSO BE AN UPLAND AREA.
10.1. CONTRACTOR TO MOVE EXCESS SOIL EXCAVATED FROM STORMWATER'CONTROL
MEASURES TO DESIGNED STOCKPILE AREA ON ILM PROPERTY. CORRDINATE WITH
ILM CONTACT ON EXACT LOCATION.
11. CONCRETE WASHOUT TO BE LOCATED A MINIMUM OF 50' FROM ANY DRAINAGE
STRUCTURE.
12. THE EROSION CONTROL MEASURES INDICATED ON THE PLANS ARE THE MINIMUM
REQUIREMENTS.
13. ADDITIONAL MEASURES MAY BE REQUIRED, AS DIRECTED BY THE ENGINEER,
ENFORCEMENT OFFICER, OR OTHER GOVERNING AGENCY.
PHASE I EROSION CONTROL CONSTRUCTION SEQUENCE:
1. OWNER/DEVELOPER/CONTRACTOR SHALL OBTAIN A COPY OF THE APPROVED
EROSION CONTROL PLAN AND MAINTAIN A COPY OF THE PLAN ON SITE
THROUGHOUT DURATION OF CONSTRUCTION.
2. OWNER/CONTRACTOR SHALL NOTIFY NEW HANOVER COUNTY A MINIMUM OF 72
HOURS BEFORE START OF CONSTRUCTION ON EACH PHASE.
3. ONLY CLEAR/GRADE ENOUGH TO INSTALL SEDIMENT CONTROL DEVICES AS
SHOWN IN PHASE I. INSTALL CONSTRUCTION ENTRANCE, PIPES, SEDIMENT
BASIN, TEMPORARY DIVERSION DITCHES, CHECK DAMS, RIPRAP, AND
TEMPORARY INLET PROTECTION AS INDICATED ON PLAN. INSTALL SILT FENCE,
SILT FENCE OUTLETS AROUND THE PERIMETER OF THE SITE. DISTURB ONLY
THE AREAS NECESSARY FOR INSTALLATION.
4. ONCE BASIN HAS BEEN ESTABLISHED AND STABILIZED, CONTRACTOR TO
REMOVE ROCK PIPE INLET PROTECTION AT OUTLET OF SEDIMENT BASIN.
5. ONCE PHASE 1 SEDIMENT CONTROL DEVICES HAVE BEEN INSTALLED, PROCEED
WITH CLEARING REST OF SITE.
6. ADJUST EROSION AND SEDIMENT CONTROL MEASURES AS NECESSARY FOR
PROPER OPERATION. INSTALL ADDITIONAL EROSION CONTROL MEASURES IF
DETERMINED NECESSARY BY INSPECTOR.
7. INSPECT ALL EROSION CONTROL DEVICES AFTER EVERY RAINFALL EVENT AND
AT LEAST ONCE PER WEEK. REPAIR AND CLEAN OUT AS REQUIRED.
8. NOTIFY NEW HANOVER COUNTY FOR AN INSPECTION AFTER THIS IS
COMPLETED.
9. PROCEED TO PHASE 2 OF THE EROSION CONTROL SEQUENCE WHEN PHASE 1
MEASURES HAVE BEEN COMPLETED, INSPECTED, AND APPROVED.
EROSION CONTROL LEGEND
OD LIMITS OF DISTURBANCE
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APRON
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ROCK CHECK DAM
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CONCRETE WASHOUT
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�' -_ i' � GENERAL EROSION AND SEDIMENT CONTROL NOTES:
. _---------" . __ - I , �i - - _ _14
'
PHASE 11 EROSION CONTROL CONSTRUCTION SEQUENCE: � 1�1 11-1 vv--- --,--;,,,-- --I--- - " -_
"__� -1/11' /11 - I �_"Jule - _1
;ll I- '_�___ 26 - -_
1/1 �' -_ I � -_ I � - 49 -.- - - - - - 25- -
1. MAINTAIN ALL EXISTING EROSION CONTROL FEATURES PREVIOUSLY CONSTRUCTED AND ASSOCIATED WITH PHASE 2 EROSION CONTROL. //1" 1-1 1�1 I---,- ::5�___ .j-w�j��"�gj@* 1; - iiii 121 - -_ -_
" , 'loA9'rl/_'___ " 1�1 1/1 '---� '-e5' ----------- @ , .... I - # "_ - - - - - '_ - 121k - - - -
Ix/ '�' - %_ uule '��6 - - 25 -
2. CONTINUE BRINGING FILL INTO THE SITE. IMPORTED MATERIAL WILL REQUIRE A PERMITTED SITE APPROVAL BEFORE THIS PROCESS BEGINS. ALL FILL .11 1/1 r - /_'V� - , - - 1. ALL CONSTRUCTION SHALL COMPLY WITH NEW HANOVER COUNTY STANDARDS AND
I __­_ �_­�___ - __' ? -11, 7' __� __
1� 1//1 '- __�- _"51'_l_ � ws��. _ � ". ,';;' _.....___�-.....=...­...__* ..... .. ­ - ' "' __ - _" ",-,•-,-,...��,,.--.,.r,.,...---.....�- SPECIFICATIONS.
- - I ______ �' , - - - * ... � ,��_
,///' 1_11�1 "I ,"5�__' . __--_"'�5 A __ - - - , - - - - "��"- -2 . ...... L�' � ­­ - -"- - -
"�"__ll " "_ " " I I - ,-,= � . ........ . - - ­­ ........... '' ­­ .... .. ... . ...........
SHALL BE BROUGHT INTO THE SITE AND EVENLY SPREAD OUT THROUGH THE SITE AS SHOWN IN LIFTS OF NO MORE THAT 1.01 AT A TIME. FILL SHALL BE � '� , 10- V 11
, I , ":::, I - __ 11 '-t - ­_..
9�) "I "I - '....' - -1-1-1- -:....,. ... =�� .."..'_....' .... - -.1 .... :�..�" - ... ­ -, "' "'' 2. A COPY OF THE APPROVED EROSION CONTROL PLAN MUST BE ON FILE AT THE JOB SITE
'��/§�_' �' I 1/1 /I 'vv I<,--- 202 rC' - .. - ... - --,^,- �==wowiy__ I I --- - " "' -, ­ -, "
I I r ­-'�'��' I-- ... � .......... -­­"­­­Z�';��-� ­4WE, - - - '_ - _'1_1­=_z ­';_"'__­' "-- I- 11 I. ... - .. I-- I. .1 - ..' ­­7�f'�__--��"_ __ - - __
,
ROLL COMPACTED BY A DOZER OR EQUIVALENT AS IT IS PLACED. '1_111� . .1/ - - �_` . � - ...___ ­­1 ... ...
//l ' ll_�' -1 I- - - .,.,.- - I , ... I-- . .... ... .. _"'._'__......._'l... ... . . ... .... . . .... ... . ".1-I.- .... - - - -
I'll '- /1'11 - "' -_ " 'x�;­--' __ . "I - - " ..".- -1 . .... .. I-. - - - 24 - -- - ._..� - - ­ -- - AT ALL TIMES. .
__----I,, - I - "..l.
3. BEGIN INSTALLATION OF THE STORM PIPE SYSTEM FROM OUTLET POINT (LOW END) AND WORK UPSTREAM. PIPE INLET PROTECTION SHALL BE "��"/_"��//' "I 0 -I---- / '__;_�55_ - I-- , I - I ...... .... &... .... .'_'­_-" - ­ ... ... - - - - - -
I 1// / - - __."' -1 '_ - -.�-' " ,:,:.. __ -_'L�.._.' -- --,* 25 - - 25 - - - - - - - 1�5 - - - - 3. FAILURE TO FOLLOW THE APPROVED PLAN SEQUENCE AND DETAILS COULD SUBJECT
.// " - , - ­ .'_­'-_�
I"
UTILIZED AT THE END OF EACH WO / ______ "/-,-" ­ -1 - .'." * ,--,e ,
1/1 � __ __ __ __ ­ a - - '_
// '
I - I - I ­11 .' __
,
// _C_l� I ____ ­. .11 ".", "'m':" I - _ - - - -26 - - - -- - - - - - ­ - - - - ,?�6 - - - - _ ._ - ­ ­ ­- --- ­ ­ -- - 26 __ __ 1-�,',- - THE CONTRACTOR TO FINES AND PENALTIES ISSUED BY DEQ.
- " , ,,, 1-111. ,
4. INSTALL SITE IMPROVEMENTS, STORMWATER DRAINAGE SYSTEM, UTILITY SERVICES, SIDEWALKS AND DRIVES AS SHOWN ON THE APPROVED PLANS. w ��_' Zc�l _11-
- - _� ........ 11 ... - I - ,-- _
M., '�� " ea­
ov"'I , I- -1 . ­-�*­ " - - - - - -- - _­_ " ' - - - - - - - /cn ,, -- 27 4. FIELD VERIFY ALL DIMENSIONS AND GRADES ON THESE PLANS PRIOR TO
Z%_ ",'I""-/-, �_
� -�� �'-:��' "'-­ /1' , , I ;�26 -
ALL OPEN TRENCHES FOR UTILITY AND STORMWATER INSTALLATION SHALL BE PROTECTED FROM SEDIMENTATION BY PILING EXCAVATED MATERIAL � , __" I (ffIll:yf%l) - '� - ." . - - _ - __'. - - 27 _Clell - -1-squ. lv'lcl�lll _� i�" U�p __ , '__ - '/ - ' '�__ ___ - - __ i - - , 41" CONSTRUCTION. FAILURE TO NOTIFY THE OWNER OF ANY DISCREPANCIES PRIOR TO
,
� 'CV-L" p(n, - _ ��'�e"o'!'�:"" " -_ ,--
/I / I �_ " � . ' __ � - - - - - - %.� - '' � '71- '�_1_11 n� f�� � �/ I
- , , e ali, _".� ­ -
ON THE UPHILL SIDE OF EXCAVATION. ' - lc�?L) � '_ �' _Z/.*"�� ,I PROCEEDING WITH PLAN OR GRADE CHANGES, MAY RESULT IN NO EXTRA
1-11
I'd -:,_- I ­��'�_' ,-,--,-
115�_ -, - - I 1. f, I - - W­ Z__ll/l'>'_ wlu�
_'� _' wp'�� __ /�ej 11", " ,
­- ___ -, .. " ��_' /100 "
��' 111;A �
fil-Al I - ". lwi?
100000r -
5. INSTALL ADEQUATE EROSION AND SEDIMENT CONTROL MEASURES AND/OR INCREASE MAINTENANCE FREQUENCY WHERE APPROVED MEASURES FAIL - 11 I Q I - - __ __ ­11 -- - aq - __""��"__'�__ _��=__= ----------------.----.�-----,.----�,-----,,--
, I- I , - __ _­ _'=_=��_=_=-­ '0 '= __7_ COMPENSATION PAID TO THE CONTRACTOR FOR ANY WORK DONE DUE TO DIMENSIONS
_<___ , -1 0 _=•_=_ -- Z�'=_'_' ___­­_="
""I"e"/1 - - 1� I- -1 lll� �� '_ __'�_llf _1__­_____' ___� . - I -f =_
-
I TO PREVENT ACCELERATED EROSION, OFF -SITE SEDIMENTATION, OR REPETITIVE NON-COMPLIANCE ISSUES. ALL MEASURES MUST BE INSTALLED PER ___l, /,-, -"- '­ "-,-"", , . " Z�"�� , `-, _-� '____ _ffl= " 1�
"'I ,I.,,- D - _._l,,,___._.-_..2_�6r___ AIRPORT BOULEVARD ____'_____________'_' OR GRADES SHOWN INCORRECTLY.
,_-,-
PLAN DETAIL. ENSURE CONSTRUCTION TRAFFIC IS LIMITED TO THE CONSTRUCTION ENTRANCE ONLY. >-,-,/ "---' " %\ I I I ­11111""Z-111"'. --------,,-- COUNTY ROAD) ­----­------------­ ----------------------------------- '____'______.___'______'___ 5. EXCAVATION AND EARTH MOVING OPERATIONS SHALL BE CONDUCTED UNDER THE
- I "I xisTING NEW HANOVER
6. GROUND COVER SHALL BE PROVIDED AS FOLLOWS: "'" .1 .... ...... 0 __(E SUPERVISION OF THE GEOTECHNICAL ENGINEER.
..' ... I -1.1, - . .-",----"-- '.+v. :ik,T---,,----,-----'--'-'-----,-----"-,-------
�/ WIDTH ROW -- jq';'4' E
­ , "" VARIABLE W --------------- gq�4E I- - _'_ .__ _'_ -
" , '-o' __ ­'� ­ ---- 6. VERIFY THE LOCATION OF ALL EXISTING UTILITIES PRIOR TO CONSTRUCTION. EXISTING
0 , .... _ %'S"�u ,------ , -"�-------.---.--""-"-----------.------------------------"-
FOR ALL AREAS OF MODERATE AND/OR STEEP SLOPES, PROVIDE TEMPORARY GROUND COVER IF THE SLOPE HAS NOT BEEN DISTURBED FOR - ��S%o
'sm) - - - __ - - - - __ __ --- __ __ -1 -1 - -,
5rC1vll1l_'...­." ". ­- A I 's ___ - -E 0 --------------- � ---------------------- � __ - � _ -'-- -- - ­ - _ - - __7 " -- - - - UTILITIES SHOWN ARE FROM THE BEST AVAILABLE RECORDS AND FROM A SURVEY OF
.
" �V_
I __�
A PERIOD OF FOURTEEN (14) DAYS. SLOPES GREATER THAN 3:1 REQUIRE GROUND COVER IN 7 DAYS. '� 14 '�' . I .1 . " -i- 27- - - ' r AWA w,,,..„„„ __ _". '_ ­ - - 26
­ <�-q - - EC203 -'�' ­_- &' = -,,,------ -- -- _- --- ---- 7-2-7 __-_ ­ -- - - - _' __ __ - - - '-" f " 04 - I W// � - __
I iff mw 'a - � , ,' IV. -
. I.. .111111.1-- - " w "I, :7E) -mr, , - mmmomawwwAl f_-'4-'--'Ddrg1'-1"'v' ABOVE GROUND FEATURES. NO WARRANTY IS GIVEN OR IMPLIED AS TO THE ACCURACY
all,
.� "'. - I /'�
. "I'l zl"4;15 - 27- - .1 � ­­­ e" _2!!!!' _
0 PROVIDE GROUND COVER SUFFICIENT TO RESTRAIN EROSION ON ANY PORTION OF THE SITE UPON WHICH FURTHER LAND � - - � - __'�'19' - '_ __ - - ­ - - - -- ­ -- - -­ - 26 - -,-- l_mw_4e!!l;_7 Zbm -- - -
-DISTURBING � ' ' "ll-w ___ WO , __ - ___ - - - , __ __ "I r, t'� d ... . ... - 2* -44--: RA
5��; .4 -.1 ____ - I " ­� . ...... -24 . . '� '; 1�1 -24===­�-�f 24= OF THE INFORMATION. ALL EXISTING UTILITIES SHOULD BE CONSIDERED APPROXIMATE
I 1-1 , Z^ , . _:_����� 12=
4
ACTIVITY IS NOT BEING UNDERTAKEN WITHIN FOURTEEN (14) CALENDAR DAYS OF TEMPORARILY OR PERMANENTLY SUSPENDING LAND . - / _
m! I WE I (_ I -
% C ."....-I-A", jaG-D F00"g . �. _'_.' IN LOCATION AND VERIFIED PRIOR TO COMMENCING ACTIVITY ON SITE.
"
DISTURBING ACTIVITY. 25- ��, ­- ,Is �'�vl__'�W=_ ___­ __ ... 417 .
I V r lolle 1A , "film'Sor'IfEw"S r,IMWAWIWM*,--,,�.",-�llgw-'O'O""" 7. ALL ADJACENT ROADS TO THE SITE ARE TO BE SWEPT AND WASHED AT THE END OF
I I - - ,f,f , '�
- -
, - .. 1-11, . I - _­_ .­�­/_"Z - - ,.. � ­/ gw -
0 1-al, I - ' I , i��� . -1 " -n i AvIll / EACH WORK DAY TO ENSURE NO SEDIMENT COLLECTS ON THE ROADWAYS.
ESTABLISH PERMANENT GROUND COVER SUFFICIENT TO RESTRAIN EROSION WITHIN FOURTEEN (14) CALENDAR DAYS FOLLOWING - - ��";�' 1 I­26 _ -, __ - _ -", ' �'7 ". "" "
I I - awolowlawol I -�J"'�
- ' ' g6 __ ..l..'-_'_ . - , � " 'Zl'��` I �-v�i 1 8. INSPECT AND PROPERLY MAINTAIN ALL EROSION AND SEDIMENT CONTROL MEASURES
"I'll 1 3­"�, ." - � _.- 1�w I '�
COMPLETION OF CONSTRUCTION OR DEVELOPMENT AND/OR PRIOR TO FINAL INSPECTION. - __ " " "�-' --,26 - il 11 � 101, 1P '' zu, _I,rl
­ -
__.- . - I
__
I,- __ - ..­__ � I C, wow- ' '
- , . V-1- ?X� 'k 11 I
INSTALL CURB & GUTTER AND GRAVEL BASE. ,.-.-.-", I , rlb 8. ' - , I - vi ..-.0-0/0- - , / I I WEEKLY AND AFTER EVERY RAINFALL EVENT.
1, _­ ...... - loor __ - I
EC217' , . - --
9. MODIFICATIONS TO THE APPROVED AND PERMITTED PLANS SHALL BE APPROVED BY EROSION CONTROL INSPECTIONS PRIOR TO REMOVAL OR '�ll I ''I _._l-­'_. '� � SJ.115 \ ct", / 9. INSTALL ANY ADDITIONAL EROSION CONTROL MEASURES AS NECESSARY TO PREVENT
I �', " "".". I / RAVM�
�"' - \ / /GASsJNED? ,1,�
INSTALLATION. CONTACT THE EROSION CONTROL INSPECTOR TO OBTAIN SIGN -OFF ON THE PLANS. "� � I I . *' �
/ " / � _'.' K"'P:
- ' " SEDIMENT RUNOFF.
_ '?"�'
, --- I .. ....... - ..... ./ ..... ....... . G .......... .... .. ----- - - - .. -- .. - ....... . .. ......... .... ... -1 ........... 1. NCD , � /
<11 I I'll .'�.' ... V__ - - ._.. .... .. - -- 27- - 11 -� - .......... .. ............. - ' - ---
.,-.
", I � 1� I "-. I I I .. ..... ..... . ....... . --------- / . ..... ......... ................... � .... __ vtl . I . f __ ..... .__.­._­" G ............ - ­­ /lw- - ------ '__�-_ K : 10. PROVIDE NEW HANOVER COUNTY WITH THE LOCATION OF OFFSITE STOCKPILES USED
10. MAINTAIN ALL EROSION AND SEDIMENT CONTROL MEASURES IN GOOD WORKING ORDER. SILT FENCE, INLET PROTECTION, AND OTHER SIMILAR .� . , I '/1-`1 ' I � - .1 ..... G ......... .... ... ........... - ----- ---- --- ....... .... . . . ..... I ............. c / -
.�' /l___< . ..... . _­ I - - _z_ - I-/
, "., � - - ___= _/w ' TO STORE EXCAVATED SOIL FROM THE SITE. THE LOCATION OF OFFSITE STOCKPILES
MEASURES MUST BE CLEANED OUT BEFORE THEY ARE HALF FULL. CLOGGED STONE FILTERS MUST BE REFRESHED/REPLACED. SILT FENCE CAN NOT -1 1, I . I .... I.."" G ............ . ­ - '4 - -- 7, rll'�
I w --� - - -- oi� 12"' PVC - (jGlF'-/--- --- _ ._L__ __ UGP--.- MUST BEAN UPLAND AREA. IF AN OFFSITE BORROW OR SPOIL SITE IS UTILIZED, THEN
A � " _1 ... I ... ..... - - - - " ,
'/' ' - w �_ - .-- ---;I,-
11
HAVE HOLES OR TEARS. /�'�A ,,,e--, - - W <�'-'�­ _w" I-Ic ,,ram;.._.____l _ ___ -
- _­ , T '� _
." Al I "Mol�I'll y__l u
f"
2 0, p vc I I( P,----,- ­­ - ­­­­ UG,p,____ --- ____ - --- UGP--' � -1 v
,;/" i I .1'--I'--,-- I / e"�I' / THE DISTURBED AREA FOR THE BORROW/SPOIL SITE MUST BE INCLUDE I T E LAND
1 1 AT A MINIMUM OF SEVEN 171 DAYS PRIOR TO SCHEDULING THE STORMWATER FINAL INSPECTION, -qHRRAIT ANY REQUIRED PAPERWORK TO TWI= �_e' 1. - ,,,/
1�1 '­1 � -,I '_.. ..
. ' �' �'_ / _­ I _e 1... . -_ '­ ' 0 /
EROSION CONTROL INSPECTORS FOR APPROVAL. FAILURE TO DO SO WILL PREVENT A CERTIFICATE OF OCCUPANCY FROM BEING ISSUED. ,:'0 -oo" , _11"ll . ,-; :
00'�cr'- :
" . "-'r 5 /
? I ;yy-e I
..
12. ONCE THE STORMWATER FINAL INSPECTION IS APPROVED, CLOSE THE GRADING PERMIT AND OBTAIN A CERTIFICATE OF COMPLETION. / 0"I
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0- SKIMMER
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SKIMMER SEDIMENT BASIN MAINTENANCE \ * 0 Ak N '�\.. 1. -, /
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�o ONE-HALF THE HEIGHT OF THE FIRST BAFFLE. PULL THE SKIMMER TO ONE SIDE SO THAT THE i 1� \ ,,, \ ... ///- � I I /_1 _� \
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0 SEDIMENT UNDERNEATH IT CAN BE EXCAVATED. EXCAVATE THE SEDIMENT FROM THE ENTIRE " \1 \ '�. I \ 20 v , 112- - I
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a_ BASIN, NOT JUST AROUND THE SKIMMER OR THE FIRST CELL. MAKE SURE VEGETATION �'\\ � -\,-"- \ 4(3 -
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3: GROWING IN THE BOTTOM OF THE BASIN DOES NOT HOLD DOWN THE SKIMMER. REPAIR ��\ \\ 'N,,, I . . cp I EC214 I _
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6 BASIN, USUALLY JERKING ON THE ROPE WILL MAKE THE SKIMMER BOB UP AND DOWN AND N ' k, I \ N - \ ."
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= BEFORE REPOSITIONING THE SKIMMER. CHECK THE FABRIC LINED SPILLWAY FOR DAMAGE AND I I I "� -------
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a CHECK THE EMBANKMENT, SPILLWAYS, AND OUTLET FOR EROSION DAMAGE, AND INSPECT THE 1, �' � \"N \' \\ , k - - I i
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l6c EMBANKMENT FOR PIPING AND SETTLEMENT. MAKE ALL NECESSARY REPAIRS IMMEDIATELY. �'10�"�' \ ��'\" \ '� - 1, � - _
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REMOVE ALL TRASH AND OTHER DEBRIS FROM THE SKIMMER AND POOL AREAS. FREEZING . - ,' : '>%"
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FORMING IN THE BASIN. SOME SPECIAL PRECAUTIONS SHOULD BE - I \ * i I . I , - ",
WEATHER CAN RESULT IN ICE FOR " "", 1, \ 11 I "I 1\1 -
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0 TAKEN IN THE WINTER TO PREVENT THE SKIMMER FROM PLUGGING WITH ICE. \ 1� "_�" "' > � '' 11 I \ I- - - '
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Lo INSPECT BAFFLES AT LEAST ONCE A WEEK AND AFTER EACH RAINFALL. MAKE ANY REQUIRED . \,'W,,'A \ \\ Is '. '� � 11 - I.- "I "_��7 -
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0 REPAIRS IMMEDIATELY. BE SURE TO MAINTAIN ACCESS TO THE BAFFLES. SHOULD THE FABRIC " ' , \ , ./I 'Zy - _'___�_ � 2
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CN REMOVE SEDIMENT DEPOSITS WHEN IT ' - "J, \\,-,% 11 \i � 11 \," \' f*_ V_ -X;--- -
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/ \ � REACHES HALF FULL, TO PROVIDE ADEQUATE STORAGE VOLUME FOR THE NEXT RAIN AND TO ,I "';\ I '�-, / """ , ---- '� ' I I " \� I �� ��%" \\\\ ""� \ )( -------- ---
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�' 11 ' . � \ �11 ­t�""-------- ­1 ' I -1-0.00 PRELIMINARY - NOT RELEASED FOR CONSTRUCTION I
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cm CLEANOUT, AND REPLACE IF DAMAGED DURING CLEANOUT OPERATIONS. SEDIMENT DEPTH I � ""\ "k \ "', ' .
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,
q ", ' � \ "'i �' �' \ A __, - --` ALL CONSTRUCTION TO BE IN ACCORDANCE WITH ALL NEW HANOVER COUN Y, CAPE FEAR
'�DRAINAGE AREA HAS BEEN PROPERLY STABILIZED, REMOVE ALL BAFFLE MATERIALS AND I'll '�\\ t ,'11�,I�'\ Il`��� /�a I ," '.' 1� \\� I 11 '0 I\"\x \ \ \ ' I �\_ _'�Y' ---- PUBLIC UTILITY AUTHORITY, NCDEQ, AND NCDOT STANDARDS, SPECIFICATIONS, AND DETAILS
UNSTABLE SEDIMENT DEPOSITS, BRING THE AREA TO GRADE, AND STABILIZE IT. '\ \
E 11 \ I� \ \ lk \ \ I �"_�'/'�
.'
,
,p,--
DISTURBANCE PERMIT. THE CONTRACTOR WILL PROVIDE THE LOCATION OF ALL
EXCAVATED SOILS USED FOR THIS PROJECT TO NEW HANOVER COUNTY. THIS AREA
MUST ALSO BE AN UPLAND AREA.
10-1. CONTRACTOR TO MOVE EXCESS SOIL EXCAVATED FROM STORMWATER CONTROL
MEASURES TO DESIGNED STOCKPILE AREA ON ILM PROPERTY. CORRDINATE WITH
ILM CONTACT ON EXACT LOCATION.
11. CONCRETE UT TO BE LOCATED A MINIMUM OF 50'FROM ANY DRAINAGE
STRUCTURE. 1
12. THE EROSION CONTROL MEASURES INDICATED ON THE PLANS ARE THE MINIMUM
REQUIREMENTS.
13. ADDITIONAL MEASURES MAY BE REQUIRED, AS DIRECTED BY THE ENGINEER,
ENFORCEMENT OFFICER, OR OTHER GOVERNING AGENCY.
EROSION
CONTROL PLAN - PHASE 11 KEYNOTES
NUMBER - DESCRIPTION
EC201 LIMITS OF DISTURBANCE
EC202 SILT FENCE; REFER TO DETAIL (TYP.)
EC203 SILT FENCE OUTLET; REFER TO DETAIL (TYP.)
EC204 TEMPORARY 25'X 1 OO'CONSTRUCTION ENTRANCE; REFER TO
DETAIL
EC205 TEMPORARY INLET PROTECTION; REFER TO DETAIL
PERMANENT DIVERSION DITCH #1
DRAINAGE AREA= 1.81 AC; S = 1.6%
EC206 Q10 = 7.7 CFS; V10=2.83 FPS
D10=0.35'; T=0.34 #/SF; B=7.75'
USE 0.65' FBD' 1.0' DEEP W/ 3:1 SIDES;
LINE W/ N. AMERICAN GREEN (S75)
PERMANENT DIVERSION DITCH i
DRAINAGE AREA= 0.24 AC; S = 4.1 %
EC207 Q10 = 1.4 CFS; V10=3.85 FPS
D10=0.5'; T=1.28 #/SF
USE 0.5' FBD' 1.0' DEEP W/ 3:1 SIDES
LINE W/ N. AMERICAN GREEN (S75)
PERMANENT DIVERSION DITCH #3
DRAINAGE AREA= 0.70 AC; S = 0.8%
EC208 Q10 = 3.8 CFS; Vl 0=2.29 FPS
D10=0.75'; T=0.4 #/SF
USE 0.25'FBD' 1.0' DEEP W/ 3:1 SIDES
LINE W/ N. AMERICAN GREEN (S75)
PERMANENT DIVERSION DITCH #4
DRAINAGE AREA= 1.06 AC; S = 1.1 %
EC209 Q10 = 8.3 CFS; V10= 3.2 FPS
D10=1.0'; T=0.7 #/SF
USE 0.0' FBD' 1.0' DEEP W/ 3:1 SIDES
- LINE W/ N. AMERICAN GREEN (S75)
PERMANENT DIVERSION DITCH #5
DRAINAGE AREA= 1.53 AC; S = 0.3%
EC210 Q10 = 11.7 CFS; V10= 2.28 FPS
D10=1.5'; T=0.31 #/SF
USE 0.0' FBD' 1.0' DEEP W/ 3:1 SIDES
LINE W/ N. AMERICAN GREEN (S75)
PERMANENT DIVERSION DITCH #6 -
DRAINAGE AREA= 1.22 AC; S = 0.7%
EC211 Q10 = 5.3 CFS; V10= 2.26 FPS
D10= 0.75'; T=0.3 #/SF; B=1.0'
USE 0.5'FBD' 1.25' DEEP W/ 3:1 SIDES
LINE W/ N. AMERICAN GREEN (S75)
PERMANENT DIVERSION DITCH #7
DRAINAGE AREA= 0.50 AC; S =4.60%
EC212 Q10 = 2.4 CFS; V10= 5.18 FPS
D10= 0.50'; T=1.43 #/SF; B=2.0-
USE 0.5'FBD' 1.00' DEEP W/ 3:1 SIDES
LINE W/ N. AMERICAN GREEN (S75)
i
PERMANENT DIVERSION DITCH #8
DRAINAGE AREA= 1.24 AC; S = 0.6%
EC:213 Q10 = 7.2 CFS; V10= 2.37 FPS
D 1 0= 0.75'; T=0.29 #/SF; B=2.0'
USE 0.25' FBD' 1.00' DEEP W/ 3:1 SIDES
LINE W/ N. AMERICAN GREEN (S75) -
EC214 3:1 SIDE SLOPES
EC215 CLASS B RIP RAP DISSIPATER PAD (121 X 6'W X 18"D)
EC216 CLASS B RIP RAP DISSIPATER PAD (16'L X 6'W X 18"D)
EC217 CLASS A RIP RAP DISSIPATER PAD (61 X 45W X 12"D)
CIRCLE K / ILM RESPONSIBILITY PHASE LINE DELINEATES THE -
EC221 SCOPE OF WORK BREAKDOWN FOR THE PRIMARY WORK ON
EACH PAGE (I.E. UTILITY WORK ON THE UTILITY PLAN).
EC222 CIRCLE K 100% FUNDED CONSTRUCTION WORK
EC223 ILM 100% FUNDED CONSTRUCTION WORK I
EC224 CLASS B RIP RAP DISSIPATER PAD (181 X 9-W X 1811D)
'
-EC225 CLASS A RIP RAP DISSIPATER PAD (81 X 6-W X 121113)
EC226 ROCK CHECK DAM
EC227 3 POROUS BAFFLES
PROVIDE 5" SKIMMER W/ 4" DIA. ORIFICE ON
EC228 4'X4'X1'D CLASS B PAD; TETHER TO BERM
INV=13.25'
EC229 VEGETATIVE FILTER STRIP 11113. LINE WITH NORTH AMERICAN
. GREEN S75. SEE GRADING PLAN AND POND DETAIL SHEET.
PERMANENT DIVERSION DITCH #9
DRAINAGE AREA= 0.74 AC; S = 0.4%
EC230 Q10 = 4.7 CFS; V10= 1.81 FPS
D 1 0= 0.78'; T=O. 1 9 #/SF; B=1.0'
USE 0.22' FBD' 1.00' DEEP W/ 3:1 SIDES
LINE W/ N. AMERICAN GREEN (S75)
EC231 I CLASS B RIP RAP DISSIPATER PAD, GC TO PROVIDE AS NEEDED
IN ORDER TO STABILIZE SLOPES. -
EC232 WATTLE
EC233_7CIRCLE K AND ILM (50% I 50% SPLIT) CONSTRUCTION WORK I
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_M. ° PHASE II EROSION CONTROL CONSTRUCTION SEQUENCE:
- n , # ` W < �>> �m 1. MAINTAIN ALL EXISTING EROSION CONTROL FEATURES PREVIOUSLY CONSTRUCTED AND ASSOCIATED WITH PHASE 2 EROSION CONTROL.
w / I € - w� --- " -.w. -,., " „ - „�_ ".-.^ 2. CONTINUE BRINGING FILL INTO THE SITE. IMPORTED MATERIAL WILL REQUIRE A PERMITTED SITE APPROVAL BEFORE THIS PROCESS BEGINS. ALL FILL
" _ -
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__. __ .... _ . _... ..._ _ ..__, .,..... . �, - w.,,
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-' " ROLL COMPACTED BY A DOZER OR EQUIVALENT AS IT IS PLACED.
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µ f✓ F s .' `wM Hµ^ s
UTILIZED AT THE END OF EACH WO
EwtN' „ac,on- :;«<c,.Fc� o,w aowu.,,�
��,r_� � :� � ,�°'` � ��� `• < �.� �� �.,� ����,� � �.- 4. INSTALL SITE IMPROVEMENTS, STORMWATER DRAINAGE SYSTEM, UTILITY SERVICES, SIDEWALKS AND DRIVES AS SHOWN ON THE APPROVED PLANS.
-„ " . __ ...w. w__ "''""Fj­q< ALL OPEN TRENCHES FOR UTILITY AND STORMWATER INSTALLATION SHALL BE PROTECTED FROM SEDIMENTATION BY PILING EXCAVATED MATERIAL
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.N ° : „ _ _ 5. INSTALL ADEQUATE EROSION AND SEDIMENT CONTROL MEASURES AND/OR INCREASE MAINTENANCE FREQUENCY WHERE APPROVED MEASURES FAIL
Ar
' EXlS7 TO PREVENT ACCELERATED EROSION, OFF -SITE SEDIMENTATION, OR REPETITIVE NON-COMPLIANCE ISSUES. ALL MEASURES MUST BE INSTALLED PER
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, - _ v,._,",,_��,,,„., ,�r.,.--,-„ µ,.,----.V_,.,-....�.._...,,,,„. - y �a. "I PLAN DETAIL. ENSURE CONSTRUCTION TRAFFIC IS LIMITED TO THE CONSTRUCTION ENTRANCE ONLY.
'
_ _ _w., __,_6. GROUND COVER SHALL BE PROVIDED AS FOLLOWS:
„r,�,,,;'_�'=,„ _ --
µ m„ , � - - '�� - __ - � - � FOR ALL AREAS OF MODERATE AND/OR STEEP SLOPES, PROVIDE TEMPORARY GROUND COVER IF THE SLOPE HAS NOT BEEN DISTURBED FOR
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�. ,H� ..,.� °„.., ,,.� w'-� �'� "'�` �^.�. �.w .�„ ., ,. �{r A PERIOD OF FOURTEEN (14 DAYS SLOPE GREATERH 3• REQUIREGROUND COVER IN 7 DAYS
w„ 25 ,�y .< " • PROVIDE GROUND COVER SUFFICIENT TO RESTRAIN EROSION ON ANY PORTION OF THE SITE UPON WHICH FURTHER LAND -DISTURBING
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` '�60 -_ w WY;M. �` µ "„m ."_..,,._ ,_. " ACTIVITY IS NOT BEING UNDERTAKEN WITHIN FOURTEEN (14) CALENDAR DAYS OF TEMPORARILY OR PERMANENTLY SUSPENDING LAND
Rown -.. 2 N m °. - - � „ " .,:.me:µ
�2, w ,n__I' :�� .,_„ - � -- ,� r - - �� DISTURBING ACTIVITY.
H "'� t _' F��, "',u.r., , arc's, • ESTABLISH PERMANENT GROUND COVER SUFFICIENT TO RESTRAIN EROSION WITHIN FOURTEEN (14) CALENDAR DAYS FOLLOWING
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I& InAl :`�� � COMPLETION OF CONSTRUCTION OR DEVELOPMENT AND/OR PRIOR TO FINAL INSPECTION.
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"A'j r _y �y$� �,... "1 0 �3 .' < ��� $ � 4 / M sum �, � / , f51 -<f,s., ...,...,,�...,_ ,,.�_.�._., 8. INSTALL CURB & GUTTER AND GRAVEL BASE.
5 ",„ 5 � f > � S? .`'°r "`u` A a�„ :" if � ,,,,,,,,,,,,,,,,,,, w/6��% ,,,. 2. •?% £ f 4i
I �E`¢ A D _„ f '` . 1 / ¢per _ _ _ m„" �°° „ f 5;f W µ µ „ µ W 9. MODIFICATIONS TO THE APPROVED AND PERMITTED PLANS SHALL BE APPROVED BY EROSION CONTROL INSPECTIONS PRIOR TO REMOVAL OR
,,,,,,,,,,,,,,,,,, ,u u,,."x nv"m�,v„vx. '.,"„,os,ww„w f ,'e €Ya E ya , ;. S ...^" F k� i "<.}
102 Q, c w" w . _w A� I f`�.t INSTALLATION. CONTACT THE EROSION CONTROL INSPECTOR TO OBTAIN SIGN -OFF ON THE PLANS.
s _......
" f,.=<. _ =3f:- _- : s ,<, ,-���=.. M MAINTAIN ALL EROSION AND SEDIMENT CONTROL MEASURES IN GOOD WORKING PROTECTION, AND OTHER
r , F f y^ - � ....... ......_ .__....... 10. ORDER. SILT FENCE, INLET PROTEC ER SIMILAR
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- - " s ' .. - Y,".- - ` / " • �a ck W' d A ks � �-1 yV / } Yk4 .y,•, E MUST BE CLEANED OUT BEFORE THEY ARE HALF FULL. CLOGGED TO
"� Y�wammarm
- � _„:r5 °,• MEASURES U STONE FILTERS MUST BE REFRESHED/REPLACED. SILT FENCE CAN NOT
-ldj1£ GRAY' �._,_, . _ ..,� N ., w, . - / I µ��_W,,,,,,,_..,�„�....,.__.._ ,. ,,,�....,r�,_ �,�GP."_,,,,.��.,, ,"„�.��,__ ,,,,,,,,,, __��w..,�. HAVE HOLES OR TEARS.
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'" "-�'�"-'- U�:� ..�-�..,.^ „w..w.�._. �,._,„ 4� .,� § _ � _�^. ��¢�� m � 11. AT A MINIMUM OF SEVEN 7 D R I STORMWATER FINAL INSPECTION, SUBMIT ANY REQUIRED PAPERWORK TO THE
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SEDIMENT BASIN MAINTENANCE
PECT SKIMMER SEDIMENT BASINS AT LEAST WEEKLY AND AFTER EACH SIGNIFICANT (1/2
H OR GREATER) RAINFALL EVENT AND REPAIR IMMEDIATELY. REMOVE SEDIMENT AND
TORE THE BASIN TO ITS ORIGINAL DIMENSIONS WHEN SEDIMENT ACCUMULATES TO
E-HALF THE HEIGHT OF THE FIRST BAFFLE. PULL THE SKIMMER TO ONE SIDE SO THAT THE
IMENT UNDERNEATH IT CAN BE EXCAVATED. EXCAVATE THE SEDIMENT FROM THE ENTIRE
IN, NOT JUST AROUND THE SKIMMER OR THE FIRST CELL. MAKE SURE VEGETATION
OWING IN THE BOTTOM OF THE BASIN DOES NOT HOLD DOWN THE SKIMMER. REPAIR
FLES IF THEY ARE DAMAGED. RE -ANCHOR THE BAFFLES IF WATER IS FLOWING UNDERNEATH
AROUND THEM. IF THE SKIMMER IS CLOGGED WITH TRASH AND THERE IS WATER IN THE
IN, USUALLY JERKING ON THE ROPE WILL MAKE THE SKIMMER BOB UP AND DOWN AND
LODGE THE DEBRIS AND RESTORE FLOW. IF THIS DOES NOT WORK, PULL THE SKIMMER
ER TO THE SIDE OF THE BASIN AND REMOVE THE DEBRIS. ALSO CHECK THE ORIFICE INSIDE
SKIMMER TO SEE IF IT IS CLOGGED; IF SO REMOVE THE DEBRIS. IF THE SKIMMER ARM OR
REL PIPE IS CLOGGED, THE ORIFICE CAN BE REMOVED AND THE OBSTRUCTION CLEARED
H A PLUMBER'S SNAKE OR BY FLUSHING WITH WATER. BE SURE AND REPLACE THE ORIFICE
ORE REPOSITIONING THE SKIMMER. CHECK THE FABRIC LINED SPILLWAY FOR DAMAGE AND
KE ANY REQUIRED REPAIRS WITH FABRIC THAT SPANS THE FULL WIDTH OF THE SPILLWAY.
ECK THE EMBANKMENT, SPILLWAYS, AND OUTLET FOR EROSION DAMAGE, AND INSPECT THE
BANKMENT FOR PIPING AND SETTLEMENT. MAKE ALL NECESSARY REPAIRS IMMEDIATELY.
MOVE ALL TRASH AND OTHER DEBRIS FROM THE SKIMMER AND POOL AREAS. FREEZING
ATHER CAN RESULT IN ICE FORMING IN THE BASIN. SOME SPECIAL PRECAUTIONS SHOULD BE
EN IN THE WINTER TO PREVENT THE SKIMMER FROM PLUGGING WITH ICE.
1 r :� , w, w w -_ A ,.� BAFFLES MAINTENANCE
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`� °1�- 4011 `.Zz ' --,, - '<�1' � REPAIRS IMMEDIATELY. BE SURE TO MAINTAIN ACCESS TO THE BAFFLES. SHOULD THE FABRIC
y Q ��� ;<
5i T OF A BAFFLE COLLAPSE, �`` �` "�"��TEAR,DECOMPOSE,OR
L ,/°' 7�£ ;,£. � n =ti 1, �. ` ` INEFFECTIVE, REPLACE IT PROMPTLY. REMOVE SEDIMENT DEPOSITS WHEN IT
51 �,.d � BECOME
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=ate2 °� �' uK `' "'"" DRAINAGE AREA HAS BEEN PROPERLY STABILIZED, REMOVE ALL BAFFLE MATERIALS AND
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EROSION CONTROL LEGEND.
_ L y���
LIMITS OF DISTURBANCE
SF SF
SF SILT FENCE
POROUS BAFFLE
• -�- • • • -►
• PERMANENT DIVERSION DITCH
• • -uo •
TEMPORARY DIVERSION DITCH
TEMPORARY TIMBER MAT
am
SILT FENCE STONE OUTLET
EMERGENCY SPILLWAY / RIP RAP
APRON
^
ROCK CHECK DAM
■�����■
WATTLE
1 2-
CONSTRUCTION ENTRANCE
TEMPORARY INLET PROTECTION
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CONCRETE WASHOUT
0 ROCK PIPE INLET PROTECTION
SKIMMER
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W TER } � r-� � /
2 £/ �„ 11-»`.F� PRELIMINARY NOT RELEASED FOR CONSTRUCTION
°0&4_� A< _ ALL CONSTRUCTION TO BE IN ACCORDANCE WITH ALL NEW HANOVER COUNTY CAPE FEAR
�" PUBLIC UTILITY AUTHORITY, NCDEQ, AND NCDOT STANDARDS, SPECIFICATIONS, AND DETAILS
,4,
GENERAL EROSION AND SEDIMENT CONTROL NOTES:
1. ALL CONSTRUCTION SHALL COMPLY WITH NEW HANOVER COUNTY STANDARDS AND
SPECIFICATIONS.
2. A COPY OF THE APPROVED EROSION
N CONTROL PLAN MUST BE ON FILE AT THE
JOB SITE
AT ALL TIMES.
3. FAILURE TO FOLLOW THE APPROVED PLAN SEQUENCE AND DETAILS COULD SUBJECT
THE CONTRACTOR TO FINES AND PENALTIES ISSUED BY DEQ.
4. FIELD VERIFY ALL DIMENSIONS AND GRADES ON THESE PLANS PRIOR TO
CONSTRUCTION. FAILURE TO NOTIFY THE OWNER OF ANY DISCREPANCIES PRIOR TO
PROCEEDING WITH PLAN OR GRADE CHANGES, MAY RESULT IN NO EXTRA
COMPENSATION PAID TO THE CONTRACTOR FOR ANY WORK DONE DUE TO DIMENSIONS
OR GRADES SHOWN INCORRECTLY.
5. EXCAVATION AND EARTH MOVING OPERATIONS SHALL BE CONDUCTED UNDER THE
SUPERVISION OF THE GEOTECHNICAL ENGINEER.
6. VERIFY THE LOCATION OF ALL EXISTING UTILITIES PRIOR TO CONSTRUCTION. EXISTING
UTILITIES SHOWN ARE FROM THE BEST AVAILABLE RECORDS AND FROM A SURVEY OF
ABOVE GROUND FEATURES. NO WARRANTY IS GIVEN OR IMPLIED AS TO THE ACCURACY
OF THE INFORMATION. ALL EXISTING UTILITIES SHOULD BE CONSIDERED APPROXIMATE
IN LOCATION AND VERIFIED PRIOR TO COMMENCING ACTIVITY ON SITE.
7. ALL ADJACENT ROADS TO THE SITE ARE TO BE SWEPT AND WASHED AT THE END OF
EACH WORK DAY TO ENSURE NO SEDIMENT COLLECTS ON THE ROADWAYS.
8. INSPECT AND PROPERLY MAINTAIN ALL EROSION AND SEDIMENT CONTROL MEASURES
WEEKLY AND AFTER EVERY RAINFALL EVENT.
9. INSTALL ANY ADDITIONAL EROSION CONTROL MEASURES AS NECESSARY TO PREVENT
SEDIMENT RUNOFF.
10. PROVIDE NEW HANOVER COUNTY WITH THE LOCATION OF OFFSITE STOCKPILES USED
TO STORE EXCAVATED SOIL FROM THE SITE. THE LOCATION OF OFFSITE STOCKPILES
MUST BE AN UPLAND AREA. IF AN OFFSITE BORROW OR SPOIL SITE IS UTILIZED, THEN
THE DISTURBED AREA FOR THE BORROW/SPOIL SITE MUST BE INCLUDED IN THE LAND
DISTURBANCE PERMIT. THE CONTRACTOR WILL PROVIDE THE LOCATION OF ALL
EXCAVATED SOILS USED FOR THIS PROJECT TO NEW HANOVER COUNTY. THIS AREA
MUST ALSO BE AN UPLAND AREA.
10.1. CONTRACTOR TO MOVE EXCESS SOIL EXCAVATED FROM STORMWATER CONTROL
MEASURES TO DESIGNED STOCKPILE AREA ON ILM PROPERTY. CORRDINATE WITH
ILM CONTACT ON EXACT LOCATION.
11. CONCRETE WASHOUT TO BE LOCATED A MINIMUM OF 50' FROM ANY DRAINAGE
STRUCTURE.
12. THE EROSION CONTROL MEASURES INDICATED ON THE PLANS ARE THE MINIMUM
REQUIREMENTS.
13. ADDITIONAL MEASURES MAY BE REQUIRED, AS DIRECTED BY THE ENGINEER,
ENFORCEMENT OFFICER, OR OTHER GOVERNING AGENCY.
EROSION CONTROL PLAN - PHASE 11 KEYNOTES
NUMBER
DESCRIPTION
EC201
LIMITS OF DISTURBANCE
EC202
SILT FENCE; REFER TO DETAIL (TYP.)
EC203
SILT FENCE OUTLET; REFER TO DETAIL (TYP.)
EC204
TEMPORARY 25' X 100' CONSTRUCTION ENTRANCE; REFER TO
DETAIL
EC205
TEMPORARY INLET PROTECTION; REFER TO DETAIL
PERMANENT DIVERSION DITCH #1
DRAINAGE AREA= 1.81 AC; S = 1.6%
EC206
Q10 = 7.7 CFS; V10=2.83 FPS
D10=0.35'; T=0.34 #/SF; B=7.75'
USE 0.65' FBD' 1.0' DEEP W/ 3:1 SIDES;
LINE W/ N. AMERICAN GREEN (S75)
PERMANENT DIVERSION DITCH #2
DRAINAGE AREA= 0.24 AC; S = 4.1 %
EC207
Q10 = 1.4 CFS; V10=3.85 FPS
D10=0.5'; T=1.28 #/SF
USE 0.5' FBD' 1.0' DEEP W/ 3:1 SIDES
LINE W/ N. AMERICAN GREEN (S75)
PERMANENT DIVERSION DITCH #3
DRAINAGE AREA= 0.70 AC; S = 0.8%
EC208
Q10 = 3.8 CFS; V10=2.29 FPS
D10=0.75'; T=0.4 #/SF
USE 0.25' FBD' 1.0' DEEP W/ 3:1 SIDES
LINE W/ N. AMERICAN GREEN (S75)
PERMANENT DIVERSION DITCH #4
DRAINAGE AREA= 1.06 AC; S = 1.1 %
EC209
Q10 = 8.3 CFS; V10= 3.2 FPS
D10=1.0'; T=0.7 #/SF
USE 0.0' FBD' 1.0' DEEP W/ 3:1 SIDES
LINE W/ N. AMERICAN GREEN (S75)
PERMANENT DIVERSION DITCH #5
DRAINAGE AREA= 1.53 AC; S = 0.3%
EC210
Q10 = 11.7 CFS; V10= 2.28 FPS
D10=1.5'; T=0.31 #/SF
USE 0.0' FBD' 1.0' DEEP W/ 3:1 SIDES
LINE W/ N. AMERICAN GREEN (S75)
PERMANENT DIVERSION DITCH #6
DRAINAGE AREA= 1.22 AC; S = 0.7%
EC211
Q10 = 5.3 CFS; V10= 2.26 FPS
D10= 0.75'; T=0.3 #/SF; B=1.0'
USE 0.5' FBD' 1.25' DEEP W/ 3:1 SIDES
LINE W/ N. AMERICAN GREEN (S75)
PERMANENT DIVERSION DITCH #7
DRAINAGE AREA= 0.50 AC; S =4.60%
EC212
Q10 = 2.4 CFS; V10= 5.18 FPS
D10= 0.50'; T=1.43 #/SF; B=2.0'
USE 0.5' FBD' 1.00' DEEP W/ 3:1 SIDES
LINE W/ N. AMERICAN GREEN (S75)
PERMANENT DIVERSION DITCH #8
DRAINAGE AREA= 1.24 AC; S = 0.6%
EC213
Q10 = 7.2 CFS; V10= 2.37 FPS
D10= 0.75'; T=0.29 #/SF; B=2.0'
USE 0.25' FBD' 1.00' DEEP W/ 3:1 SIDES
LINE W/ N. AMERICAN GREEN (S75)
EC214
3:1 SIDE SLOPES
EC215
CLASS B RIP RAP DISSIPATER PAD (121 X 6'W X 181113)
EC216
CLASS B RIP RAP DISSIPATER PAD (16'L X 6'W X 1811D)
EC217
CLASS A RIP RAP DISSIPATER PAD (61 X 4.5'W X 121113)
CIRCLE K / ILM RESPONSIBILITY PHASE LINE DELINEATES THE
EC221
SCOPE OF WORK BREAKDOWN FOR THE PRIMARY WORK ON
EACH PAGE (I.E. UTILITY WORK ON THE UTILITY PLAN).
EC222
CIRCLE K 100% FUNDED CONSTRUCTION WORK
EC223
ILM 100% FUNDED CONSTRUCTION WORK
EC224
CLASS B RIP RAP DISSIPATER PAD (181 X 9'W X 181113)
EC225
CLASS A RIP RAP DISSIPATER PAD (81 X 6'W X 12"D)
EC226
ROCK CHECK DAM
EC227
3 POROUS BAFFLES
PROVIDE 5" SKIMMER W/ 4" DIA. ORIFICE ON
EC228
4'X4'X1'D CLASS B PAD; TETHER TO BERM
INV=13.25'
EC229
VEGETATIVE FILTER STRIP IIIB. LINE WITH NORTH AMERICAN
GREEN S75. SEE GRADING PLAN AND POND DETAIL SHEET.
PERMANENT DIVERSION DITCH #9
DRAINAGE AREA= 0.74 AC; S = 0.4%
EC230
Q10 = 4.7 CFS; V10= 1.81 FPS
D10= 0.78; T=0.19 #/SF; B=1.0'
USE 0.22' FBD' 1.00' DEEP W/ 3:1 SIDES
LINE W/ N. AMERICAN GREEN (S75)
EC231
CLASS B RIP RAP DISSIPATER PAD, GC TO PROVIDE AS NEEDED
IN ORDER TO STABILIZE SLOPES.
EC232
WATTLE
EC233
CIRCLE K AND ILM (50% / 50% SPLIT) CONSTRUCTION WORK
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DRAWN BY
A. MAY
DESIGNED BY
B. DOWNS
CHECKED BY
. R. BAKER
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UTILITY PLAN KEYNOTES
NUMBER
DESCRIPTION
L01
CIRCLE K / ILM RESPONSIBILITY PHASE LINE DELINEATES THE
SCOPE OF WORK BREAKDOWN FOR THE PRIMARY WORK ON
EACH PAGE (I.E. UTILITY WORK ON THE UTILITY PLAN).
L02
CIRCLE K 100% FUNDED CONSTRUCTION WORK
L03
ILM 100% FUNDED CONSTRUCTION WORK
L04
EXISTING VEGETATION TO REMAIN UNDISTURBED AND COUNT
TOWARDS DISTURBED AREA PLANTING REQUIREMENTS
L05
ICIRCLE K AND ILM (50% / 50% SPLIT) CONSTRUCTION WORK
._" w ~" ,� w"µ LANDSCAPE NOTES:
_' ll"
z � _ PRE -CONSTRUCTION
\ X__11' ��//,.�"ww • PRIOR TO CONSTRUCTION LOCATE ALL UNDERGROUND UTILITIES WITHIN AND ADJACENT TO THE WORK AREA. LOCATIONS OF EXISTING BURIED UTILITY LINES SHOWN ON THE PLANS ARE BASED
" X UPON BEST AVAILABLE INFORMATION AND ARE TO BE CONSIDERED APPROXIMATE. PROTECT ALL UTILITIES. REPAIR ALL DAMAGE TO UTILITIES, STRUCTURES, SITE APPURTENANCES, ETC. WHICH
"" " "w OCCURS AS A RESULT OF CONSTRUCTION.
\ z - , " r • CONTRACTOR ENGAGED IN LANDSCAPE IMPLEMENTATION SHALL BE A LANDSCAPE CONTRACTOR REGISTERED IN THE STATE OF NORTH CAROLINA.
N" • VERIFY ALL PLANT MATERIAL QUANTITIES ON PLANS PRIOR TO BIDDING. PLANT LIST TOTALS ARE FOR CONVENIENCE ONLY AND MUST BE VERIFIED.
s' �.N "
,,.�" � ,\ z � "�N "r "r • PLANT MATERIAL SUBSTITUTIONS CAN ONLY OCCUR WITH PRIOR WRITTEN APPROVAL BY LANDSCAPE ARCHITECT.
5' 5 � r k;�_ fb; . PRIOR TO THE COMMENCEMENT OF ANY ACTIVITIES REQUIRING A BUILDING OR ZONING PERMIT AN ON -SITE PRE -CONSTRUCTION CONFERENCE SHALL TAKE PLACE WITH THE DEVELOPER AND
-1 "" �,,wr_ _1 V_4 k�� <� ��st��� THE ADMINISTRATOR TO REVIEW PROCEDURES FOR THE PROTECTION AND MANAGEMENT OF ALL LANDSCAPE ELEMENTS TO REMAIN.
I----- '
­"N".""" "w" ``�, -»..,»».. »» - • ALL PLANT MATERIALS ARE SUBJECT TO LANDSCAPE ARCHITECT APPROVAL BEFORE, DURING, AND AFTER INSTALLATION.
I -1-1 H „r - .N" "£we,..Y ,». -»'. V»r .., .,.�. �»,.,,..z;w.�....W..=.w,»,,,,,,,,,,,,,,,»..».»....».......».,....»..,». ».. ,,,-. ».
�,�«^''�° �_
f "'""'^ P »'-» `M "� »""" " AIRPORT BOULE� o ANY PLANT MATERIAL WHICH IS DISEASED, DISTRESSED, DEAD,. OR REJECTED (PRIOR TO SUBSTANTIAL COMPLETION) SHALL BE PROMPTLY REMOVED FROM THE SITE AND REPLACED WITH
',.. �" .+' -/, N"""`'' mw-„» M (EXISTING NEW HANOVER e MATERIAL OF THE SAME SPECIES, QUANTITY, AND SIZE.
ri, ` " "` " -",""' "'' • ALL PLANT MATERIALS AND INSTALLATION SHALL COMPLY WITH RECOMMENDATIONS AND REQUIREMENTS OF ANSI Z60.1 "AMERICAN STANDARD FOR NURSERY STOCK
w' " " 1---" -" �,�',1 '. VARIABLE WIDTH
P ti ' �"° N""�� - �---�w---�-»~-_-� ___ll_l" o ALL PLANT MATERIAL SHALL BE HEALTHY VIGOROUS AND FREE OF PESTS AND DISEASE.
ZONING: AC" N"w " J ,..,. ,��� -,,-: _ _:..:_ _ _ _ _� o ALL PLANT MATERIAL SHALL BE CONTAINER GROWN OR BALLED AND BURLAPPED AS INDICATED IN THE PLANT LIST.
`'� %, \ 1-11, / w"N` " .. "" ,�"`'___ � _ _ — � _ ___ �.L,' o ALL TREES SHALL HAVE A STRAIGHT TRUNK AND FULL HEAD.
V4�, /``'/� o '""'"•'� ter, w ��"", ,.'i'✓'"i '"' — — — _ _ — — — — — — — — — — —
�" .N� " ",". -------------- __—__---__ CONSTRUCTION/INSTALLATION
v. "�"N , -- r"'' w'14... -' '+ + + + - _ _ _ - _ _ - _ _ _ _ _ _ _ _- - - - . CONTRACTOR IS ENCOURAGED TO COMPLETE TEMPORARY OR PERMANENT SEEDING IN STAGES FOR SOIL STABILIZATION AS AREAS ARE COMPLETED AFTER GRADING. THIS PLAN DOES NOT
�. a.4 �,,- "11 '= " " Nw'''" I--,' N + + + + + + + - - - �%�� s CONTRACTOR SHALL TAKE 3 REPRESENTATIVE SOIL SAMPLES OF EACH PROPOSED PLANT BED AND SUBMIT COPIES OF THE RESULTS TO THE LANDSCAPE ARCHITECT PRIOR TO BEGINNING
, ``. ¢ ° „s- 'F'`� e t / "`, "'" ✓.a'' ,a✓' N + -r t + + t — — — — II .'.�
.. ' , �� -' ' _" . /, '' + +� + + + + + + AWORK.
11 � \ s k4 If I-, " V ;4 `�f �" �� H� ,�; - � + + + + + + + + + . STUMPS LABELED FOR REMOVAL SHALL BE EXCAVATED, NOT GROUND. REMOVE ALL DEBRIS FROM THE HOLE. FILL WITH TOP SOIL, COMPACT, AND RAKE SMOOTH PRIOR TO INSTALLING NEW
� �� �a :°,% �, ..'"" � ,�' Nam..- � '" p,N p ", '"°� t + + + + + + + + + + + — — _..._.___ ..,.._. ........ ... _. _ _.
Q� ; ", "✓ - " " _ :............_ PLANT MATERIAL.
= F _ __, N ,� , , ' " - ....... • CONTRACTOR IS RESPONSIBLE FOR DELIVERY SCHEDULE AND PROTECTION BETWEEN DELIVERY AND PLANTING TO MAINTAIN HEALTHY PLANT CONDITIONS.
N" N"
s
" s4 ,k _ ALL LANDSCAPED AND LAWN AREAS ARE TO RECEIVE A MINIMUM OF 4" OF TOPSOIL.
'ay ,N FN F;fi a" N + _-�-_Ki
ll
11 _ • INSTALL LANDSCAPE PLANTINGS AT ENTRANCES/EXITS AND PARKING AREAS ACCORDING TO PLANS SO MATERIAL WILL NOT INTERFERE WITH SIGHT DISTANCES.
i ,, ., � " " - ,*, L05 - _ _ _ - /;;'f F TING AREA AND SIZE OF PLANT MATERIAL AT MATURITY SHALL ALLOW FORA 2.5' BUMPER OVERHANG FROM THE BACK OF CURB.
�.
_.....
ff Sz THE SIZE OF THE PLAN
k � y rl N"� / "" ` " �N " ", "� ,//"'-'~' L + + t r _ =_ _ • ALL TREES MUST BE GUYED OR STAKED AS DETAILED.
ga ," "�" "N' �' + +..-. _ - - - - • AREAS DAMAGED FROM PLANT RELOCATION OR OTHER ACTIVITIES OF LANDSCAPE CONTRACTOR TO BE RESEEDED AND ESTABLISHED AT NO ADDITIONAL COST TO THE OWNER.
a b ` o I& l/,. fN/ � ""✓•" , ,' � "" 7� � " + _ _ _ - CONTRACTOR IS RESPONSIBLE FOR WATERING ALL PLANT MATERIAL DURING INSTALLATION AND UNTIL FINAL INSPECTION AND ACCEPTANCE BY OWNER. CONTRACTOR SHALL NOTIFY OWNER OF
`', as Y`c, a. ``,""' /°' / .r/'d ✓ e.�r f '"//' f' �' .✓ "/� < p . �" r ; -f + + — — _ —
\ " \ 1�,,�wa 4 a\�k �` , " ,l , '' N� ' + + _ _ _ _ _ _ CONDITIONS WHICH AFFECTS THE GUARANTEE. IT MAY BE NECESSARY TO TRUCK IN NON -CITY WATER TO MEET PLANT NEEDS.
` ,�,�� f f R "N 10' PARKING SETBACK g
\ \.5 ' 4. \t ." � " ' " '' 0� " "� + + + + + _ _ _ _ • USE HERBICIDES, PESTICIDES, AND FERTILIZER IN A MANNER CONSISTENT WITH THE FEDERAL INSECTICIDE, FUNGICIDE, AND RODENTICIDE ACT AND IN ACCORDANCE WITH LABEL RESTRICTIONS.
Q <,� .g ,N" "" '' Q FL f,, �r +"-'+ + + + + + _ _ _ _ • ALL LAWN AREAS TO BE SEEDED SHALL USE A LOCALLY GROWN COMMERCIAL MIX MEETING LATEST STATE OF NORTH CAROLINA AGRICULTURE A
p'�- � 50 FRONT SETBACK + + + + + + + + + LP 7 = _ _ - G STANDARDS FOR SEED AND PLANT
3 `a E a °" s,( PR '� " " r + + () ZONING: AC
\ " \ \ I ,�11'.a " / �J 1' Hti �2 CERTIFICATION.
"� gF .a -11 11 , \ , 11 I ll11 .1 11 "-.11 �� /��G RG� 5" " 60 AIRPORT FRONT SETBACK + +. + + + + + + + + + + + NO (2) - _ . SEEDING AND STRAW NOTES FOR LAWN AREAS:
V
, •O`z, 4 xa "'� , . ., dP _ 11 J .✓"'/"r' „�'" „".i0p, looe „r'` F %`°✓" -t-J��}".`(p _ _ _ - o RIP THE ENTIRE AREA TO DEPTH OF NOT LESS THAN 6 .
`, .Q�a is `.,» dr` ,ryF'/., j,'�y- „"�r�` ,,�,'✓,✓ (�0�
`O//'ifK`- ".°' t t '�'`T'+ ----
1.'qS� ey ,�, '°ram ` � + + -+ ( .,�.a.R.�•r�-`�' + _ o REMOVE ALL LOOSE ROCKS, ROOTS, AND OTHER OBSTRUCTIONS LEAVING SURFACE SMOOTH AND UNIFORM. DISPOSE OF WASTE MATERIAL OFF -SITE.
` "� y��, `a� @., a Q1a F" , n'/' ^'J '//'"Y ✓✓,,,'r'%'� P!� ^�"/
V�/,,�s�"i: �"' ' M `>"'N + + (2) + t + _ _ _ _
i ' a EPA " �`�j `�VV+ + }'' TM t + — — — — — -�r » ,�„. .4r "w
�l `a " N ,N" i � pN ,�+ " HH 16 _ _ _ o CHISEL COMPACTED AREAS AND SPREAD TOPSOIL TO SPECIFIED DEPTH.
11.
p�'' — — — —
\ a - f� 'C ,� t, _ _ _ _ o APPLY AGRICULTURAL LIME FERTILIZER AND SUPER PHOSPHATE UNIFORMLY AND MIX WITH SOIL. APPLY SOIL AMENDMENTS PER REQUIRED SOIL ANALYSIS RECOMMENDATIONS. a ", _ >
a.''`a� x, gip'' „�%""' �." +, ,,''' + +
a `, � k / � " + ,?� + _ _ _ _ o CONTINUE TILAGE UNTIL A WELL PULVERIZED, FIRM, REASONABLY UNIFORM SEEDBED IS PREPARED.
�,;� .
\1� \ \ � ',� l _ No,,N +�, i _ _ — _ o SEED ON A FRESHLY PREPARED SEEDBED AND COVER SEED LIGHTLY WITH SEEDING EQUIPMENT OR CULTIPACK AFTER SEEDING.
z %,v " + + +'
\ `, '' ` / � "mil t + � � � _ 10- + + + + _ _ _ _ � o MULCH IMMEDIATELY AFTER SEEDING AND ANCHOR MULCH.
,t ` ',1\d' 44 \ + - f .�+ + .+ _ — _ l o INSPECT ALL SEEDED AREAS AND IF POSSIBLE, MAKE NECESSARY REPAIRS OR RESEEDINGS WITHIN THE PLANTING SEASON. IF GRANDSTAND SHOULD BE OVER 60% DAMAGED
+ + + s LP (5) _ _ _, L03 REESTABLISH FOLLOWING ORIGINAL LIME, FERTILIZER, AND SEEDING RATES.
y a \ \ ` , + + -,, - + + + + + + _ _ _ o ANCHOR TACK WITH LIQUID ASPHALT AT 400 GAUACRE OR EMULSIFIED ASPHALT A 30
k �1\ Q T 0 GAL/ACRE.
\ % '% \ � I- l___" + + + + - - - - - -
°, + + r + + + + + + - - - - . BIODEGRADABLE WEED MATTING (ALL -PRO WEED MAT OR APPROVED EQUAL) SHALL BE REQUIRED IN SHRUB BEDS ADJACENT TO BUILDING FACADE.
'',, ,4 + y,, '_ + + HH 11 + + + - _ _ _ _ • PLANTING BEDS TO BE COMPLETELY COVERED WITH A MINIMUM 4" DEPTH OF MATERIAL FROM A LOCAL SOURCE HARVESTED IN A SUSTAINABLE MANNER. REFER TO LANDSCAPE SCHEME FOR
'• �"° z .a � xy + + + + I + = 10' PARKING SETBACK MATERIAL SPECIFICATIONS.
\'\. '\- `,,%4 r + � + + _ ,• _12.5' STREET YARD • MULCH ALL PLANT BEDS AND TREE RINGS WITH FRESH CLEAN MATERIAL PER SPECIFICATIONS. ALL MULCH EDGES SHALL BE NEATLY TUCKED. ALL STRING AND/OR BAILING WIRE SHALL BE
,4 \,\�, . , + 12.5'MIN.WIDTH ig" ------ - '
+ '/ a _ _ _ _ _ _ REMOVED. DUST SHRUBS AND GROUND COVER AFTER MULCHING TO REMOVE LOOSE MATERIAL FROM PLANTS. DO NOT PLACE MULCH IN CONTACT WITH THE TREE TRUNK: KEEP A MINIMUM OF
u�' STREET YARD`+ , TM (2) + —_ _ ______ -_
LP (12 " TRUNK OR BASE OF PLANT.
+ 4 AWAY FROM TREE
" � �`` + + O O _ - _ _ _-_ _ - - • MULCH AND NO -MOW MIXES SHALL BE REPLENISHED AS NEEDED, ESPECIALLY AFTER HEAVY RAIN EVENTS. IF NO -MOW MIX GERMINATES AT A RATE OF LESS THAN 90%, THEN REMOVE OTHER
\ �.1. \+�\ HH 8 + NO 2
`, yr +` � + + j �.,. + L02 13.3' + - - _
�`
+ SPECIES AND RESEED.
+ : + + +�+
1. N11.%}°;�+ +, + + . + + . +- - - - - -_
a + ++ + + + + + I - -----------
a\ " \ ­\ ate-, + +� + +.:''� " + + _ _ _ _ _ _ _ _ _ _ TEMPORARY IRRIGATION
,\ -° `s+ + +;,: +1'"+ + HH(4)----------
a
\ " \\ HH (5) + - - - - - - - - - • CONTRACTOR TO PROVIDE AND MAINTAIN TEMPORARY IRRIGATION FOR SOD WITHIN THE STORMWATER CONTROL MEASURE UNTIL SOD BECOMES ESTABLISHED.
\� �+ + + + + t + + + __-_--_-_
4It + + + + -_- -_-_- - - - -
\ "I \ r�,;\ a� : � + + + + + + NO (12) HH (4) ", TM (1) + + + + _ ^ _ _ _ _ _ _ _ - INSPECTIONS/GUARANTEE
„ t + + + + t + + +<a + - • LANDSCAPE CONTRACTOR SHALL NOTIFY GENERAL CONTRACTOR UPON COMPLETION OF LANDSCAPE INSTALLATION. CONTRACTOR WILL VERIFY COMPLETENESS INCLUDING THE REPLACEMENT
_» U 11 , 1 + +\ + + , + + - OF ALL DEAD PLANT MATERIAL. CONTRACTOR IS RESPONSIBLE FOR SCHEDULING A FINAL INSPECTION BY LANDSCAPE ARCHITECT.
"I ',.a �, +�% -7 + +:� + + + 14.5 HH (3) + � _'�:- — _ _ - _
ie\ , \ , \ x( s +�+ + + t + + + + + �+ + + + + - _ _ _ _ _ _ - _ PLANT MATERIAL QUANTITIES AND SIZES WILL BE INSPECTED FOR COMPLIANCE WITH APPROVED PLANS BY A SITE PLAN REVIEW AGENT PRIOR TO THE RELEASE OF THE CERTIFICATE OF
+: + +,+ + a + + + +----------- OCCUPANCY.
,"I'\`1 + ',+ +LP (58 TM (1) a �qpT O + + + + + + + J. + - = - • CONTRACTOR TO GUARANTEE ALL PLANT MATERIALS FOR ONE FULL YEAR AGAINST DEFECTS INCLUDING DEATH AND UNSATISFACTORY GROWTH. WARRANTY PERIOD SHALL BEGIN UPON
-, 2 +a+ + + + -�" TM (1) LP (6) + + + + + t + - _ — _ _ _ _ _ CERTIFICATE OF OCCUPANCY OR WHEN THE OWNER TAKES OVER MAINTENANCE, WHICHEVER' COMES FIRST.
+ ++ + + HH (5)
`''cam s � + + + +A + + _ _ _
`�, �° �. � �� ��.+++��++++ + HI-1 4} � �O + ++ NO (1) + t+t+ + ++ L01 �'y = _ _-_ _=_
'\
`�` 4� + + + ' I + + + + + + +T + - - ---- ---- -- ----- - -� --- -
�-� �+ + + + + HH(17) + + + + + + + 1 - --- -- - - - ------------ ----�
st, r ,o-- -A � + -'- + s+ + + I + + + + + + + + + + + -- - ------ ---- - - --- -
1 At +,
` �•�,+�.+ ++ + + + + + + + + + + + + + Los - _ - - _``- _ =_—_- __ =_ =__ —__ -- PLANT SCHEDULE
'in + + + z. + + + + + +Z+tI�1ArtI + + + + + + --- -- ----------- ---- - - - - -- ------
,, , \w '� t 'a+ + + + - - ------ --------------------- ---�` --
--
`IN . 0 1.10'PARKING+ + + 37.5'MAXWIDTH + + + + + + + + + + _- — __ ___ = _ =-----
� SETBACK + STREET YARD + + + + + + + + + + + + WM(7} -___ -- ____________ _. _ --___
+ t + + + + + + + + + + + + + + + -
I ;. 5+ + + + + + + + + + 80' AIRPORT FRONT + + + + + NO (6) _ -- _ - —=____ __ _ _ _ _____-_�___- _ � _ _ _ = - - - - _ - - - - -
, \"£ ;�- + ,� + + + + + + + + + + + I +
,\ ,a SETBACK LP(41) _ _ =____- -__ --
r� + + + + ! + + + + + + + +
,:, ��CA,:. + t + + ii + +50'FRONT + + + + + + + + ;I -------__-- ----------
ZONING:AC+ + + + + + + + + + + + + _ __----_—___- - -- -
__ __ _
`k , + +` + + +SETBACK + + + + + + + _ __ - __- --__ -
` - + + + r + + + + + + + + - -__ -_ -_-- --_ - _-- -
\ I'll VIN , 1. n- +I 1" ,.1', \. 11 \ ,
,\1'1,, , \Xd1,dI11'," 1-a4
F !, ,�`'
lob. 1< -\ 1-k, + \+ + + + + + + + + _ - _ _ _ __ _= _— _=_— = ______= _ _ _____ _ ___ _-
I N \11 I 11 % 1_/�l . + + I ) + � . )i
. �; I
lq \ \111, + + - ___ ------ -
'1, \ \ a k-k �� + + +---------------- --- __-- -
`a � II + t ----------------__ -_ = -_-_ _
b i, ti 'r6 ,+ — —- -----_____--_____ —
++ +
NEW HANOVER COUNTY LANDSCAPE REQUIREMENTS �%+ 1 + , _ _ 10' _ _ _ _ _ ----------
., � � --- PARKING ------------
SIZE
_- -_- _-_= S_E_TBA_CK ___- _ -_- - - -
'11,
_ _-- -_ _ - ------ -
s --------STREET--�— L04
a
i \ f _ _-� ---- YARD -- -_----_-- -_
\11ll" --�- —
\ I \1 I
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,� - Z-0141ly6-A - - - -
\ \ -- � *1 lr--
I \ \ 11 `7 --- - - i'z_�z - - -
11 \ \
.4 -�-- _ __ -= - =_� ____—_---
1\ \ 11 ,_ .;.. - - - -
_ , _ _ ___=_______-- _-' - - _-_ _ �__
--_=------
:�
1,71
, \ I, "x� 11 — Y = —_-- —_— --_ _ _ — -- — — ---- ——_-�----- _ =, _ __ ____________—_______ — _ _ — _ ______ y-c--_—_____________
a - z I __ _
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4 I t.�
TREE
MIN.
SYMBOL
BOTANICAL NAME
COMMON NAME
INSTALLATION
COMMENTS
DECIDUOUS
SHADE TREE
PROV'D
SIZE
-I-
NO
23
QUERCUS TEXANA
NUTTAL OAK
3" CALIPER,
8_10' MIN. HEIGHT
STREET TREES
•
TM
8
ACER BUERGERIANUM
TRIDENT MAPLE
3" CALIPER,
6-8' MIN. HEIGHT
PARKING LOT
SHRUBS
LP
155
DARUMA DWARF
LOROPETALUM
24„ MIN. HT.
STREET PROTECTIVE
LOROPETALUM
YARD
HH
96
ILEX CRENATA
HOOGENDORN
24" MIN. HT.
STREET PROTECTIVE
HOLLY
YARD
WM
7
MYRICA CERIFERA
SOUTHERN WAX
3' MIN. HT.
BUFFER YARD
MYRTLE
GROUND
COVER
+ + ++
+ + + +
+ + + +
BG
CYNODON DACTYLON
BERMUDA GRASS
SOD
_-
_ _ _ _ _=
BG
CYNODON DACTYLON
BERMUDA GRASS
SEED
I
ill!llill!ll
I
I
I
BM
.
.
BARK MULCH
I -
I
I I
, � i I 1,- - ----------- -- z -__-__ _ -_ _ _-_- _- _-_--_-_--_--_---_ --_ _ -_-------------_---_-
I \ \ — k — ___ __ ---
�r'i - - - -_ -_ _-_ _____ -_ _-___ _- - -_ _ - -_ - __ -_ _-__ ___ -__ - _-__ -_- - -- - - _ - _ - _ _ - - - - -
1q I I \ N \, � \
11
." 1, \ \ � "I \ "I % � , �� I .. \
4 a _ _ _ _ _ _ _ — _ _ _ _ _ _ _ _ — _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ —. _ _ _ ROR
----_— i _ '" 29
- __—_______________-____--____—_____-__—_____-__ _______ _ __-_ -___ _— _________—_ ___________ _—_ _ =T_— _______
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- ___ _____ __ _—______ ___ ____—_ _--_- __ _—___—_ __ _ -__ ___________ - -_____ _— -___ _--_ _ _______—_ _—___ _—___ _— ____—_ __ _ _ — _ _ -
\\
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1.11 \ �
-� >_______-______ _______ _ _ _ _go -ON — PRELIMINARY NOT RELEASED FOR CONSTRUCTION
fi ' --_ - - - _ - _ loo .-.-""" IN ACCORDANCE VER o SCALE 1=40
it
I \ \\%, I�L`s t, �4 . `` IV, - - - ALL CONSTRUCTION TO BEWITH ALL NEW NANO COUNTY, CAPE FEAR I FM
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UTILITY PLAN KEYNOTES
NUMBER
DESCRIPTION
L01
CIRCLE K / ILM RESPONSIBILITY PHASE LINE DELINEATES THE
SCOPE OF WORK BREAKDOWN FOR THE PRIMARY WORK ON
EACH PAGE (I.E. UTILITY WORK ON THE UTILITY PLAN).
L02
CIRCLE K 100% FUNDED CONSTRUCTION WORK
L03
ILM 100% FUNDED CONSTRUCTION WORK
L04
EXISTING VEGETATION TO REMAIN UNDISTURBED AND COUNT
TOWARDS DISTURBED AREA PLANTING REQUIREMENTS
L05
CIRCLE K AND ILM (50% / 50% SPLIT) CONSTRUCTION WORK
NEW HANOVER COUNTY LANDSCAPE REQUIREMENTS
SIZE
REQUIREMENT
CALCULATION
REQUIRED
(AT TIME OF
PLANTING)
PARKING LOT INTERIORS:
UDO 5.4.6.D:
TOTAL AREA = 40,475
3,238 SF
3" CALIPER
LANDSCAPING AREA SHALL
S.F
LANDSCAPED
TREES
EQUAL 8% OF AREA USED FOR
40,475 * 0.08 = 3,238 SF
AREA
PARKING AND INTERNAL DRIVES.
3,286 SF
1 TREE MIN. PER ISLAND.
4 ISLANDS
LANDSCAPED
AREA PROVIDED
4 TREES
STREET YARD:
UDO 5.4.7.B:
268 LF PRIMARY
PRIMARY STREET
3" CALIPER
12 LARGE TREES
25 SF PER EACH LF OF STREET
FRONTAGE X 25 =
TREES
FRONTAGE FOR PRIMARY
6,700 SF
72 SHRUBS
12" MIN
STREETS
6,700 / 600 = 11.17 = 12
HEIGHT
SECONDARY
SHRUBS
UDO 5.4.7.E
220 LF EAST
STREET (EAST)
12.5 SF PER EACH LF OF STREET
SECONDARY FRONTAGE
5 LARGE TREES
FRONTAGE FOR SECONDARY
X 12.5 = 2,750 SF
30 SHRUBS
STREETS
2,750 / 600 = 4.58 = 5
SECONDARY
1 LARGE TREE AND 6 SHRUBS PER
278 LF SOUTH
STREET (SOUTH)
600 SF OF STREET YARD AREA
SECONDARY FRONTAGE
6 LARGE TREES
X 12.5 = 3,475 SF
36 SHRUBS
3,475 / 600 = 5.79 = 6
FOUNDATION PLANTINGS:
UDO 5.4.8:
3,500 SF OF BUILDING
420 SF OF
PLANTINGS SHALL BE PLACED
AREA FRONTAGE
LANDSCAPED
BETWEEN BUILDING FACE AND
AREA
PARKING OR DRIVE ISLE. AREA
PROVIDED MUST BE A MINIMUM
928 SF OF
OF 12% OF THE BUILDING FACE
LANDSCAPED
AREA ADJACENT TO THE PARKING
AREA PROVIDED
OR DRIVE ISLE.
PLANT SCHEDULE
TREE
MIN.
SYMBOL
BOTANICAL NAME
COMMON NAME
INSTALLATION
COMMENTS
DECIDUOUS
SHADE TREE
PROVDD
SIZE
+
NO
45
QUERCUS TEXANA
NUTTAL OAK
3" CALIPER,
8-10' MIN. HEIGHT
STREET TREES
•
Th}1
8
ACER BUERGERIANUM
TRIDENT MAPLE
3" CALIPER,
MIN. HEIGHT
PARKING LOT
6-8'
SHRUBS
0
LP
155
DARUMA DWARF
LOROPETALUM
24" MIN. HT.
STREET PROTECTIVE
LOROPETALUM
YARD
Q
HH
96
ILEX CRENATA
HOOGENDORN
24" MIN. HT.
STREET PROTECTIVE
HOLLY
YARD
0
WM
7
MYRICA CERIFERA
SOUTHERN WAX
S MIN. HT.
BUFFER YARD
MYRTLE
GROUND
COVER
+ + + +
+ + + +
BG
CYNODON DACTYLON
BERMUDA GRASS
SOD
+- + +- +
_ _ =
BG
CYNODON DACTYLON
BERMUDA GRASS
SEED
I I I
!11!11 I
11
I
BM
BARK MULCH
Aa
^:a:
111
K ,IZ
S
,0+ ,
4� sm
PRELIMINARY - NOT RELEASED FOR CONSTRUCTION
LANDSCAPE NOTES:
PRE -CONSTRUCTION
• PRIOR TO CONSTRUCTION LOCATE ALL UNDERGROUND UTILITIES WITHIN AND ADJACENT TO
THE WORK AREA. LOCATIONS OF EXISTING BURIED UTILITY LINES SHOWN ON THE PLANS ARE
BASED UPON BEST AVAILABLE INFORMATION AND ARE TO BE CONSIDERED APPROXIMATE.
PROTECT ALL UTILITIES. REPAIR ALL DAMAGE TO UTILITIES, STRUCTURES, SITE
APPURTENANCES, C. WHICH OCCURS AS A RESULT OF CONSTRUCTION.
CONTRACTOR ENGAGED IN LANDSCAPE IMPLEMENTATION SHALL BE A LANDSCAPE
CONTRACTOR REGISTERED IN THE STATE OF NORTH CAROLINA.
• VERIFY ALL PLANT MATERIAL QUANTITIES ON PLANS PRIOR TO BIDDING. PLANT LIST TOTALS
ARE FOR CONVENIENCE ONLY AND MUST BE VERIFIED.
• PLANT MATERIAL SUBSTITUTIONS CAN ONLY OCCUR WITH PRIOR WRITTEN APPROVAL BY
LANDSCAPE ARCHITECT.
• PRIOR TO THE COMMENCEMENT OF ANY ACTIVITIES REQUIRING A BUILDING OR ZONING PERMIT
AN ON -SITE PRE -CONSTRUCTION CONFERENCE SHALL TAKE PLACE WITH THE DEVELOPER AND
THE ADMINISTRATOR TO REVIEW PROCEDURES FOR THE PROTECTION AND MANAGEMENT OF
ALL LANDSCAPE ELEMENTS TO REMAIN.
• ALL PLANT MATERIALS ARE SUBJECT TO LANDSCAPE ARCHITECT APPROVAL BEFORE, DURING,
AND AFTER INSTALLATION.
o ANY PLANT MATERIAL WHICH IS DISEASED, DISTRESSED, DEAD, OR REJECTED (PRIOR TO
SUBSTANTIAL COMPLETION) SHALL BE PROMPTLY REMOVED FROM THE SITE AND
REPLACED WITH MATERIAL OF THE SAME SPECIES, QUANTITY, AND SIZE.
• ALL PLANT MATERIALS AND INSTALLATION SHALL COMPLY WITH RECOMMENDATIONS AND
REQUIREMENTS OF ANSI Z60.1 "AMERICAN STANDARD FOR NURSERY STOCK".
o ALL PLANT MATERIAL SHALL BE HEALTHY VIGO
ROUS, AND FREE OF PESTS AND DISEASE.
o ALL PLANT MATERIAL SHALL BE CONTAINER GROWN OR BALLED AND BURLAPPED AS
INDICATED IN THE PLANT LIST.
o ALL TREES SHALL HAVE A STRAIGHT TRUNK AND FULL HEAD.
CONSTRUCTION/INSTALLATION
• CONTRACTOR IS ENCOURAGED TO COMPLETE TEMPORARY OR PERMANENT SEEDING IN
STAGES FOR SOIL STABILIZATION AS AREAS ARE COMPLETED AFTER GRADING. THIS PLAN DOES
NOT PRESENT ANY TEMPORARY STABILIZATION REQUIRED AS PART OF SWPPP PLAN.
• CONTRACTOR SHALL TAKE 3 REPRESENTATIVE SOIL SAMPLES OF EACH PROPOSED PLANT BED
AND SUBMIT COPIES OF THE RESULTS TO THE LANDSCAPE ARCHITECT PRIOR TO BEGINNING
WORK.
• STUMPS LABELED FOR REMOVAL SHALL BE EXCAVATED, NOT GROUND. REMOVE ALL DEBRIS
FROM THE HOLE. FILL WITH TOP SOIL, COMPACT, AND RAKE SMOOTH PRIOR TO INSTALLING
NEW PLANT MATERIAL.
• CONTRACTOR IS RESPONSIBLE FOR DELIVERY SCHEDULE AND PROTECTION BETWEEN
DELIVERY AND PLANTING TO MAINTAIN HEALTHY PLANT CONDITIONS.
• ALL LANDSCAPED AND LAWN AREAS ARE TO RECEIVE A MINIMUM OF 4" OF TOPSOIL.
• ALL LANDSCAPE ISLANDS SHALL BE GRADED FOR POSITIVE DRAINAGE WITH NO LOW SPOTS
ALLOWING WATER TO BE TRAPPED.
• INSTALL LANDSCAPE PLANTINGS AT ENTRANCES/EXITS AND PARKING AREAS ACCORDING TO
PLANS SO MATERIAL WILL NOT INTERFERE WITH SIGHT DISTANCES.
• THE SIZE OF THE PLANTING AREA AND SIZE OF PLANT MATERIAL AT MATURITY SHALL ALLOW
FOR A 2.5' BUMPER OVERHANG FROM THE BACK OF CURB.
• ALL TREES MUST BE GUYED OR STAKED AS DETAILED.
• AREAS DAMAGED FROM PLANT RELOCATION OR OTHER ACTIVITIES OF LANDSCAPE
CONTRACTOR TO BE RESEEDED AND ESTABLISHED AT NO ADDITIONAL COST TO THE OWNER.
• CONTRACTOR IS RESPONSIBLE FOR WATERING ALL PLANT MATERIAL DURING INSTALLATION
AND UNTIL FINAL INSPECTION AND ACCEPTANCE BY OWNER. CONTRACTOR SHALL NOTIFY
OWNER OF CONDITIONS WHICH AFFECTS THE GUARANTEE. IT MAY BE NECESSARY TO TRUCK IN
NON -CITY WATER TO MEET PLANT NEEDS.
• USE HERBICIDES, PESTICIDES, AND FERTILIZER IN A MANNER CONSISTENT WITH THE FEDERAL
INSECTICIDE, FUNGICIDE, AND RODENTICIDE ACT AND IN ACCORDANCE WITH LABEL
RESTRICTIONS.
• ALL LAWN AREAS TO BE SEEDED SHALL USE A LOCALLY GROWN COMMERCIAL MIX MEETING
LATEST STATE OF NORTH CAROLINA AGRICULTURE STANDARDS FOR SEED AND PLANT
CERTIFICATION.
A SEEDING AND STRAW NOTES FOR LAWN AREAS:
o RIP THE ENTIRE AREA TO DEPTH OF NOT LESS THAN 6".
o REMOVE ALL LOOSE ROCKS, ROOTS, AND OTHER OBSTRUCTIONS LEAVING SURFACE
SMOOTH AND UNIFORM. DISPOSE OF WASTE MATERIAL OFF -SITE.
o CHISEL COMPACTED AREAS AND SPREAD TOPSOIL TO SPECIFIED DEPTH.
o APPLY AGRICULTURAL LIME, FERTILIZER, AND SUPER PHOSPHATE UNIFORMLY AND MIX
WITH SOIL. APPLY SOIL AMENDMENTS PER REQUIRED SOIL ANALYSIS RECOMMENDATIONS.
" o CONTINUE TILAGE UNTIL A WELL PULVERIZED, FIRM, REASONABLY UNIFORM SEEDBED IS
PREPARED.
o SEED ON A FRESHLY PREPARED SEEDBED AND COVER SEED LIGHTLY WITH SEEDING
EQUIPMENT OR CULTIPACK AFTER SEEDING.
o MULCH IMMEDIATELY AFTER SEEDING AND ANCHOR MULCH.
o INSPECT ALL SEEDED AREAS AND IF POSSIBLE, MAKE NECESSARY REPAIRS OR
RESEEDINGS WITHIN THE PLANTING SEASON. IF GRANDSTAND SHOULD BE OVER 60%
DAMAGED, REESTABLISH FOLLOWING ORIGINAL LIME, FERTILIZER, AND SEEDING RATES.
o ANCHOR TACK WITH LIQUID ASPHALT AT 400 GAL/ACRE OR EMULSIFIED ASPHALT AT 300
GAL/ACRE.
• BIODEGRADABLE WEED MATTING (ALL -PRO WEED MAT OR APPROVED EQUAL) SHALL BE
REQUIRED IN SHRUB BEDS ADJACENT TO BUILDING FACADE.
• PLANTING BEDS TO BE COMPLETELY COVERED WITH A MINIMUM 4" DEPTH OF MATERIAL FROM
A LOCAL SOURCE HARVESTED IN A SUSTAINABLE MANNER. REFER TO LANDSCAPE SCHEME FOR
MATERIAL SPECIFICATIONS.
• MULCH ALL PLANT BEDS AND TREE RINGS WITH FRESH, CLEAN MATERIAL PER SPECIFICATIONS.
ALL MULCH EDGES SHALL BE NEATLY TUCKED. ALL STRING AND/OR BAILING WIRE SHALL BE
REMOVED. DUST SHRUBS AND GROUND COVER AFTER MULCHING TO REMOVE LOOSE
MATERIAL FROM PLANTS. DO NOT PLACE MULCH IN CONTACT WITH THE TREE TRUNK: KEEP A
MINIMUM OF 4" AWAY FROM TREE TRUNK OR BASE OF PLANT.
• MULCH AND NO -MOW MIXES SHALL BE REPLENISHED AS NEEDED, ESPECIALLY AFTER HEAVY
RAIN EVENTS. IF NO -MOW MIX GERMINATES AT A RATE OF LESS THAN 90%, THEN REMOVE
OTHER SPECIES AND RESEED.
TEMPORARY IRRIGATION
• CONTRACTOR TO PROVIDE AND MAINTAIN TEMPORARY IRRIGATION FOR SOD WITHIN THE
STORMWATER CONTROL MEASURE UNTIL SOD BECOMES ESTABLISHED.
INSPECTIONS/GUARANTEE
• LANDSCAPE CONTRACTOR SHALL NOTIFY GENERAL CONTRACTOR UPON COMPLETION OF
LANDSCAPE INSTALLATION. CONTRACTOR WILL VERIFY COMPLETENESS INCLUDING THE
REPLACEMENT OF ALL DEAD PLANT MATERIAL. CONTRACTOR IS RESPONSIBLE FOR
SCHEDULING A FINAL INSPECTION BY LANDSCAPE ARCHITECT.
• PLANT MATERIAL QUANTITIES AND SIZES WILL BE INSPECTED FOR COMPLIANCE WITH
APPROVED PLANS BY A SITE PLAN REVIEW AGENT PRIOR TO THE RELEASE OF THE CERTIFICATE
OF OCCUPANCY.
• CONTRACTOR TO GUARANTEE ALL PLANT MATERIALS FOR ONE FULL YEAR AGAINSTDEFECTS
INCLUDING DEATH AND UNSATISFACTORY GROWTH. WARRANTY PERIOD SHALL BEGIN UPON
CERTIFICATE OF OCCUPANCY OR WHEN THE OWNER TAKES OVER MAINTENANCE, WHICHEVER
COMES FIRST.
ALL CONSTRUCTION TO BE IN ACCORDANCE WITH ALL NEW HANOVER COUNTY, CAPE FEAR
PUBLIC UTILITY AUTHORITY, NCDEQ, AND NCDOT STANDARDS, SPECIFICATIONS, AND DETAILS
00 SCALE 1 "=40'
Z 0 40' 80'
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A

SANDBAG SKIMMER SEDIMENT BASIN
STAPLES STRAW BALE %... o a MAINTENANCE \ ,
(2 PER BALE)' BINDER WIRE 10 mil PLASTIC LINING NOTES: \ ! /
PLYWOOD basin f 25 /o of 25 /o of basin f PIPE OR DITCH \ ���� C ARO�1
10 mil PLASTIC LINING SECTION A -A o o INSPECT SKIMMER SEDIMENT BASINS AT LEAST \� /
NATIVE MATERIAL
48"X24" BLACK LETTERS 3' NOT TO SCALE surface basin basin surface 1. BAFFLE MATERIAL SHOULD BE SECURED AT THE BOTTOM AND WEEKLY AND AFTER EACH SIGNIFICANT (1/2 INCH \\�© pFESS/o yq'�
1 j
OR GREATER) RAINFALL EVENT AND REPAIR
� 9
PAINTED WHITE I BERM area surface surface area SIDES SEAL _
(OPTIONAL) 6" HEIGHT LATH AND
FLAGGING ON gIII-1I11911
3 SIDES area area USING STAPLES OR BY TRENCHING AS FOR SILT FENCE. IMMEDIATELY. REMOVE SEDIMENT AND RESTORE - --
2. MOST OF THE SEDIMENT WILL ACCUMULATE IN THE 1 ST BAY _
CONCRE E LAG SCREWS _... --'- THE BASIN TO ITS ORIGINAL DIMENSIONS WHEN = 225
10' MINIMUM r .,.. �,
. �:.�.,,«;,.,,.::.rw .z:�„ri,...m.,;x.,,,:.,;: �. ..mew'.:.,»e:�.�x'C,;_:: <.;�&;.< SECTION B B I I I ( t .. �..ti , =r,Nr�,. <..�< ,> � �: ,:�:;':�_:,�:,� �... 5' CREST
a.:,. �.r.., ENERGY \ �.
«><.`` . .�,� .�,.««.e�..� .�,. F..- • WHI H SHOULD BE READILY ACCE SIBL MAINTENA
WASHOUT C
., �...,�.F.,:.:., n. ;.. SEDIMENT ACCUMULATES TO ONE-HALF • WIDTH THE
NOT TO ALE
DISSAPATO \
t :%:y.ix:>.:..;;.e:.�.: o<...:.,../%uni �::,::.. ,..:.. »..ro :. .`. `. n.:n <w.. .: w.«. ,...�.,..:.. <«:a ..or d.::.. .:: ><.,.. .x. �^:.:.::<> . a .a, e.,no.:.e. V
© © © O ...,z. �,.:.,.,: <.� .w..� ,...�:,� . w. �:..�z:«x.. ,x., �.�,~ �,..... .y...,.,;:.,�.��:..ral,ze �..�<f.t;:<.<..K.., �N
M'a,..-:...�..:.�;.>:<y;i., ....sit: ��;r-<. , e...<,:���:....<....\�:.» 6
.: h:. _ ,G>s.., THAN O F IN ,.�. a.��<�:..��.;.� < «.,. PROVIDE 3 BAFFLES USE TWO IF LESS 2 FEET L
r,:o:.^y..,.:c,::<u�.„,... ^.r.•e;.r2.z. .•.. ,, ... 5.�....... �«y::�.'r�'fa:::�..:..n... ... ... �. ;. WOOD OR .;. � » < „ -. � ,: .. � 3 E LENGTH). /
METAL STAKES SANDBAG r"� ' ( ) STONEW/FABRIC HEIGHT OF THE FIRST BAFFLE. PULL THE
(2 PER BALE} J36" WOOD POST . r xy a t �y PROVIDE W/ IMPERMEABLE LINER //3.5"X3.5"X8'SKIMMER TO ONE SIDE SO THAT THE SEDIMENTi��>10 MINIMUM ;. s _5 BAFFLES FOR DRAINAGE AREAS GREATER THAN 10 ACRES.II�III�III€ ill' ` ae UNDERNEATH IT CAN BE EXCAVATED EXCAVATE
`s INLET ZONE
4 BAFFLE SHALL BE 700 G/M2 COIR EROSION BLANKET QthkL /roe I
B
VARIES
• THE SEDIMENT FROM THE ENTIRE BASIN, NOT
36" A A a~ Yy""''" 5. TOPS OF BAFFLES SHOULD BE 2 INCHES LOWER THAN THE TOP SKIMMER
r<z,:
u r
�- VARIES JUST AROUND THE SKIMMER OR THE FIRST CELL.
sM K P FIRST CHAMBER
F OF THE BERMS ���.�' MAKE SURE VEGETATION GROWING IN THE
INLET ZONE OUT z NE se
B CONCRETE WASHOUT �;z 6. INSPECT BAFFLES FOR REPAIR ONCE A WEEK AND AFTER EACH NG�
SIGN DETAIL PLAN` �� BOTTOM OF THE BASIN DOES NOT HOLD DOWN
x MER TETHER SECOND CHAMBER E z
(OR EQUIVALENT} Q 0 NOT TO SCALE RAINFALL HE SKIMMER. REPAIR BAFFLES 1F THEY ARE O
DAMAGED RE ANCHOR THE BAFFLES WATER QUi ?:
,aiej ,z : <<� MIN. SIZE 15"CMP �+ 0 U z
rc > O EXTEND BAFFLES UP SIDES AS (F tp a
•q. zr3 N' 12" SMOOTH WALL ��11
BERM �� A�cT TO NOT ALLOW FLOW AROUND IS FLOWING UNDERNEATH OR AROUND' THEM. IF p W p
0 0 0 0 y �q
O a`... a z ea ,.. THE ENDS.
2„ r f�v �zi. C�� �� THE SKIMMER IS CLOGGED WITH TRASH AND U E_ U c� > U
>i < , a :� W.KwF3t �%' 4-�
. .... _•�„_ ;.: ..,.:. °zr a,<,,:...� :ix. µ..z., , h a< .::: , , ..Z QC I- O QC
r,.,... »..,.... ,-
MAINTENANCE
a..s•.c..Fs,....:.s,...�:t..STONEENER THERE IS WATER IN THE BASIN USUALLY
10 mil PLASTIC LINING TYPE "BELOW GRADE" yG < V DISSIPATOR 0�2/ ► ~ � 3: > w Q >
INSPECT BAFFLES AT LEAST ONCE A WEEK AND AFTER EACH RAINFALL. �� AVERAGE AREA* JERKING ON THE ROPE WILL MAKE THE SKIMMER H rn
" PLAN VIEW ¢ � 0 m = 0
1.12" DIA MAKE ANY REQUIRED REPAIRS IMMEDIATELY. NOTES: WIDTH W a L BOB UP AND DOWN AND DISLODGE THE DEBRIS ®lu d• z � z
STEEL WIRE * AREA OF BASIN WATER SURFACE AT w U W N Q 0 U Q
PROVIDE STABLE TRANSITIONS FROM TEMPORARY DIVERSIONS INTO BASINS. TOP OF PRINCIPAL SPILLWAY ELEVATION AND RESTORE FLOW. IF THIS DOES NOT WORK, W � _ ,.., = U w =
PROVIDE 25% BAFFLE SPACING WITHIN BASIN.
STAPLE BE SURE TO MAINTAIN ACCESS TO THE BAFFLES. SHOULD THE FABRIC PULL THE SKIMMER OVER TO THE SIDE OF THE a U. N Co Z � Q I- z �
FENCE AND SUPPORT POST24"INTO 11J O 0 M 0 = ~ [] w
10 mil PLASTIC LINING PLAN STRAW BALE DETAIL 10 mil PLASTIC LINING OF A BAFFLE COLLAPSE, TEAR, DECOMPOSE, OR BECOME INEFFECTIVE, SUPPORT ROPE TO WIRE PPORTPOTTO T24"IN BASIN AND REMOVE THE DEBRIS. ALSO CHECK oC ,..I M " w a � Z
(TYP) FABRIC TO PREVENT SAGGING 4'M%jX STAKE TO SUPPORT WIRE a = OO I z LL Q z
NOT TO SCALE BURIED IN REPLACE IT PROMPTLY. THE ORIFICE INSIDE THE SKIMMER TO SEE IF IT IS ° p v w p
TRENCH -- STEEL POST BAFFLE DETAIL CLOGGED' IF SO REMOVE THE DEBRIS. IF THE z W rn °C z n- H z
TYPE "ABOVE GRADE" WITH STRAW BALES 3'MIN � J x W Q a z Q Q
WOOD FRAME SECURELY REMOVE SEDIMENT DEPOSITS WHEN IT REACHES HALF FULL TO SKIMMER ARM OR BARREL PIPE IS CLOGGED, -a ¢
NOTES FASTENED AROUND SECTION B-B 6"X6" TRENCH, DESIGN LIFE OF FABRIC THE ORIFICE CAN BE REMOVED AND THE °� °� o " ~ '-' U Q
ENTIRE PERIMETER NOT TO SCALE PROVIDE ADEQUATE STORAGE VOLUME FOR THE NEXT RAIN AND TO IS6-12MONTHS COIRMESH ORJUTE, TRENCHED o 0 a z =
WITH TWO STAKES BACKFILLEDAND 2 INTO BOTTOM AND SIDE { '� z _J � a
1. ACTUAL LAYOUT TO BE DETERMINED IN THE FIELD. REDUCE PRESSURE ON THE BAFFLES. TAKE CARE TO AVOID is CLEARED WITH A PLUMBERS ,, In Z O ►-� w
2. A CONCRETE WASHOUT SIGN SHALL BE INSTALLED WITHIN 30' OF THE TEMPORARY COMPACTED ,_, p U U) = Q
UNDERMINING THE FENCE DURING CLEANOUT. SEDIMENT DEPTH IMPERMEABLE LINER TETHER SNAKE OR BY FLUSHING WITH WATER. BE SURE = c d- z to U
CONCRETE WASHOUT FACILITY. �1a MINIMUM INFLOW JUTE OR COIR EMBANKMENT �'
STRUCTURE 1' FREEBOARD AND REPLACE THE ORIFICE BEFORE t`= ��-' ' > as � O'
TWO -STACKED SECTION VIEW AT OPENING SHOULD NEVER EXCEED HALF THE DESIGNED STORAGE DEPTH. BAFFLES � > `� w w v w
3. MATERIALS USED TO CONSTRUCT TEMPORARY CONCRETE WASHOUT FACILITIES WOOD FRAME f _� - REPOSITIONING THE SKIMMER. CHECK THE o of w a ae a p
SHALL BE REMOVED FROM THE SITE OF THE WORK AND DISPOSED OF OR RECYCLED. - - - - - -- � ,� °C w CY U
REMOVE ALL BAFFLE MATERIALS AND UNSTABLE SEDIMENT DEPOSITS - - FABRIC LINED SPILLWAY FOR DAMAGE AND MAKE In M V1
4. HOLES, DEPRESSIONS OR OTHER GROUND DISTURBANCE CAUSED BY THE REMOVAL B B 6" MIN. INVE LEVATION OF J U Z w z
OF THE TEMPORARY CONCRETE WASHOUT FACILITIES SHALL BE BACKFILLED, CROSS SECTION AND BRING THE AREA TO GRADE AND STABILIZE IT AFTER THE DEWATERING EMERGENCY SPILLWAY ANY REQUIRED REPAIRS WITH FABRIC THAT w Q� p V IY
CONTRIBUTING DRAINAGE AREA HAS BEEN PROPERLY STABILIZED. ZONE EMERGENCY SPANS THE FULL WIDTH OF THE SPILLWAY. ~ a U) z a
REPAIRED, AND STABILIZED TO PREVENT EROSION. SUPPORT ROPE FILTER FABRI TONE PAD SPILLWAY CHECK THE EMBANKMENT, SPILLWAYS, AND U) w w to
MAINTENANCE VARIES STAKE TO WIRE TO SUPPORT POST z z
(n'P) PREY NT SAGGING 24" INTRO BOTTOM STAKE TO SEDIMENT OUTLET FOR EROSION DAMAGE, AND INSPECT p Ce a p
AFTER CONCRETE IS POURED AT A CONSTRUCTION SITE, THE CHUTES OF READY OR SIDE SUPPORT WIRE STORAGEZONE THE EMBANKMENT FOR PIPING AND = U)z
MIXED CONCRETE TRUCKS AND HOPPERS OF CONCRETE PUMP TRUCKS MUST BE CROSS-SECTION VIEW SETTLEMENT. MAKE ALL NECESSARY REPAIRS 0 > 0 >
WASHED' OUT TO REMOVE THE REMAINING CONCRETE BEFORE IT HARDENS. IMMEDIATELY. REMOVE ALL TRASH AND OTHER = LU w
EQUIPMENT SUCH AS WHEELBARROWS AND HAND TOOLS ALSO NEED TO BE WASHED DESIGN CRITERIA ? >
SEE NC DENR EROSION and SEDIMENT CONTROL PLANNING DEBRIS FROM THE SKIMMER AND POOL AREAS.
DOWN. AT THE END OF EACH WORK DAY, THE DRUMS OF CONCRETE TRUCKS MUST BE PRIMARY SPILLWAY: STONE and DESIGN MANUAL 0 w
MAXIMUM DRAINAGE AREA: 10ACRES FREEZING WEATHER CAN RESULT IN ICE
WASHED OUT. THIS IS CUSTOMARILY DONE AT THE READY MIXED BATCH PLANTS, 10 mil PLASTIC LINING NOTT O SCALE TYPE "ABOVE GROUND" MINIMUM VOLUME: 1800 CUBIC FEET PER ACRE OF DISTURBED AREA _
WITH WOOD PLANKST MINIMUM SURFACE AREA 325 SQUARE FEET PER CFS OF Q10 PEAK FLOW FORMING IN THE BASIN. SOME SPECIAL (-
WHICH ARE USUALLY OFF -SITE FACILITIES, HOWEVER LARGE OR RURAL MINIMUM LMIRATIO: 2:1
CONSTRUCTION PROJECTS MAY HAVE ON -SITE BATCH PLANTS. CEMENTITIOUS MAXIMUM L/W RATIO: 6:1 PRECAUTIONS SHOULD BE TAKEN IN THE WINTER w N N N N N
COIR MESH OR SIMILAR, STAPLED OR MINIMUM DEPTH: 2 FEET O O O O N
(HAVING THE PROPERTIES OF CEMENT) WASHWATER AND SOLIDS ALSO COME FROM TRENCHED INTO BOTTOM OR SIDE DEWATERING MECHANISM: MINIMUM DEWATERINGTME: 24 OURS TO PREVENT THE SKIMMER FROM PLUGGING w w N N N N N
USING SUCH CONSTRUCTION MATERIALS AS MORTAR, PLASTER, STUCCO, AND GROUT. H 0 \ 0 c N
WITH ICE. = Q � � v" ao ko
BAFFLES REQUIRED: 3 MINUMUM Q Q 0 ri O co N
DESIGN LIFE: 3 YEARS MAX � 1__� �_, �
N N M M M
z 0 0 0 0 0
CONCRETE WASHOUT N.T.S. POROUS BAFFLES N.T.S. SKIMMER SEDIMENT BASIN N.T.S. DATE
NOTE: FILTER FABRIC SHALL BE INSTALLED UNDER ALL RIPRAP ON THIS PROJECT r. nM� 0
SEDIMENT 09/02/2020
BUTSON SITE SUM , NIT TO KEEP
>-
NCDOT GRADATION TABLE MINIMUM DRAWN BY
ACCEPTANCE CRITERIA FOR RIPRAP 20 FROM TOP RIM OF DITCH
AND STONE FOR EROSION CONTROL PROPERTY LINE A. MAY
REQUIRED STONE SIZES - INCHES STEEP CUT OR
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JJJJ JJJJJ.IJJ1 \✓ �Ilii�, I��ill„I��' " ' ��I I°I I°II•1i1111111�1 CONSTRUCTION SPECIFICATIONS
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RIPRAP T
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NOTE: L-
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SIDE SLOPES BURY WIRE FENCE, HARDWARE CLOTH, AND -!! 1. CLEAR THE ENTRANCE AND EXIT AREA OF ALL VEGETATION, ROOTS AND OTHER
2 :1 (MAXIMUM) TOP RIM OF DITCH 2'MIN• CONSTRUCTION SPECIFICATIONS FRONT VIEW SILT FENCE FABRIC 6 INCHES INTO THE OBJECTIONABLE MATERIAL AND PROPERLY GRADE IT. z
TRENCH 2. PLACE THE GRAVEL TO THE SPECIFIC GRADE AND DIMENSIONS SHOWN ON THE
1. USE A SYNTHETIC FILTER FABRIC OF AT LEAST 95% BY WEIGHT OF POLYOLEFINS OR POLYESTER, WHICH IS CERTIFIED BY THE PLANS AND SMOOTH IT.
MANUFACTURER OR SUPPLIER AS CONFORMING TO THE REQUIREMENTS IN ASTM D 6461, WHICH IS SHOWN IN PART IN TABLE 6.62B. 3. PROVIDE DRAINAGE TO CARRY WATER TO A SEDIMENT TRAP OR OTHER SUITABLE
SYNTHETIC FILTER FABRIC SHOULD CONTAIN ULTRAVIOLET RAY INHIBITORS AND STABILIZERS TO PROVIDE A MINIMUM OF 6 MONTHS OF OUTLET.
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EXPECTED USABLE CONSTRUCTION LIFE AT TEMPERATURE RANGE OF 0 TO 120 F.
CONC. FLARED END � v � "" STEEP CUT OR FILL SLOPE 4. USE GEOTEXTILE FABRICS BECAUSE THEY IMPROVE STABILITY OF THE
SECTION, HEADWALL, 2. 2. ENSURE THAT POSTS FOR SEDIMENT FENCES ARE 1.25 LB/LINEAR FT MINIMUM STEEL WITH A MINIMUM LENGTH OF 5 FEET. MAKE SURE FOUNDATION IN LOCATIONS SUBJECT TO SEEPAGE OR HIGH WATER TABLE. O
OR ENDWALL PER PLAN THAT STEEL POSTS HAVE PROJECTIONS TO FACILITATE FASTENING THE FABRIC.
3. 3. FOR REINFORCEMENT OF STANDARD STRENGTH FILTER FABRIC, USE WIRE FENCE WITH MINIMUM 14 GAUGE AND A MAXIMUM MESH MAINTENANCE
SPACING OF 6 INCHES. Q
ISOMETRIC VIEW MAINTAIN THE GRAVEL PAD IN A CONDITION TO PREVENT MUD OR SEDIMENT FROM N(3
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A A PLAN VIEW
MAINTENANCE
LEAVING THE CONSTRUCTION SITE. THIS MAY REQUIRE PERIODIC TOP DRESSING WITH 2" LTRUCTURE USED TO TRAP SEDIMENT AND n O
A STONE. AFTER EACH RAINFALL, INSPECT ANY SkO 0
0 1. INSPECT SEDIMENT FENCE AT LEAST ONCE A WEEK AND AFTER EACH RAINFALL. MAKE ANY REQUIRED REPAIRS IMMEDIATELY. IT OUT A N r-1 1-I"1
2. SHOULD THE FABRIC OF A SEDIMENT FENCE COLLAPSE TEAR DECOMPOSE OR BECOME INEFFECTIVE REPLACE IT PROMPTLY. NECESSARY. IMMEDIATELY REMOVE ALL OBJECTIONABLE MATERIALS SPILLED, U
CONSTRUCTION SPECIFICATIONS 3. REMOVE SEDIMENT DEPOSITS AS NECESSARY TO PROVIDE ADEQUATE STORAGE VOLUME FOR THE NEXT RAIN AND TO REDUCE PRESSURE WASHED OR TRACKED ONTO PUBLIC ROADWAYS. U
ON THE FENCE. TAKE CARE TO AVOID UNDERMINING THE FENCE DURING CLEANOUT. _
f-
a- 1. REMOVE AND PROPERLY DISPOSE OF ALL TREES, BRUSH, MAINTENANCE 4. REMOVE ALL FENCING MATERIALS AND UNSTABLE SEDIMENT DEPOSITS AND BRING THE AREA TO GRADE AND STABILIZE IT AFTER THE tY
o n W2 STUMPS, AND OTHER OBJECTIONABLE MATERIAL CONTRIBUTING DRAINAGE AREA HAS BEEN PROPERLY STABILIZED. H 0
-0 INSPECT TEMPORARY DIVERSIONS ONCE A WEEK AND z z Q
2. ENSURE THAT THE MINIMUM CONSTRUCTED CROSS SECTION AFTER EVERY RAINFALL. 1
MEETS ALL DESIGN REQUIREMENTS.
W i-
IMMEDIATELY REMOVE SEDIMENT FROM THE FLOW AREA z Q
ZW
Q do = PI'PE DIA 3. ENSURE THAT THE TOP OF THE DIKE IS NOT LOWER AT ANY AND REPAIR THE DIVERSION RIDGE. SILT FENCE STONE OUTLET N.T.S. CONSTRUCTION ENTRANCE N.T.S. LU 0
o La = APRON LENGTH POINT THAN THE DESIGN ELEVATION PLUS THE SPECIFIED U > U
W1 = APRON WIDTH A FES PLAN SETTLEMENT. CAREFULLY CHECK OUTLETS AND MAKE TIMELY REPAIRS IH oC 0
(=3 X PIPE 0 MIN AS NEEDED. PERMANENT SEEDING SCHEDULE FOR COASTAL PLAIN SEEDBED PREPARATION -� w z
N
N W2 = APRON WIDTH AT END Q
CIDFOR FLAT AREA: W2 = do + La 4. PROVIDE SUFFICIENT ROOM AROUND DIVERSIONS TO PERMIT <C O
M FOR CHANNEL : W2 = do + 0.4 La MACHINE REGRADING AND CLEANOUT. WHEN THE AREA PROTECTED IS PERMANENTLY CONSTRUCTION SPECIFICATIONS z z
o d = APRONDEPTH STABILIZED, REMOVE THE RIDGE AND THE CHANNEL TO J I-'� = Ci
s, DATE TYPE BROADCAST SEEDING RATES
5. DIVERSION DITCHES MUST COMPLY WITH THE 7-DAY GROUND BLEND WITH THE NATURAL GROUND LEVEL AND 1. CHISEL COMPACTED AREAS AND SPREAD TOPSOIL 3 INCHES DEEP OVER ADVERSE SOIL O W
a `►' • La STABILIZATION REQUIREMENT AT THE RIDGE OF THE BERM PER APPROPRIATELY STABILIZE IT. CONDITIONS, IF AVAILABLE. w �"-
�, SLOPE 0 % FLOW NCDEQ. OCT 1 -APR 1 SPLITBEARD BLUESTEM 15 LBS/ACRE 2. RIP THE ENTIRE AREA TO 6 INCHES DEPTH. <t Q z 0
3. REMOVE ALL LOOSE ROCK,
`� 6. VEGETATE THE RIDGE IMMEDIATELY AFTER CONSTRUCTION AUG 30 -MAR 15 BIG BLUESTEM 200-250 LBS/ACRE ROOTS, AND OTHER OBSTRUCTIONS LEAVING SURFACE U C� z Z
,h ..�.'t .:tom:+;•:, .. +' .-.• _ _ ► REASONABLY SMOOTH AND UNIFORM.
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UNLESS IT WILL REMAIN IN PLACE LESS THAN 30 WORKING DAYS =I (=III=I (=I (�I I I� I I (I I=III=I I (=III= AUG 15 -APR 15 RYE GRAIN 40 LBS/ACRE 4. APPLY AGRICULTURAL LIME, FERTILIZER, AND SUPERPHOSPHATE UNIFORMLY AND MIX WITH �
o SOIL (SEE BELOW*). z
=) I I, ; ,) i„) I, ,i I, ,I I I� (( I I-III-III=111- 5. CONTINUE TILLAGE UNTIL AWELL -PULVERIZED, FIRM, REASONABLY UNIFORM SEEDBED IS
o APR 15- AUG 15 GERMAN MILLET 10 LBSIACRE O �
M d `� FILTER FABRIC PREPARED 4 TO 6 INCHES DEEP. z
co SECTION A -A 6. SEED ON A FRESHLY PREPARED SEEDBED AND COVER SEED LIGHTLY WITH SEEDINGColl
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MAINTENANCE: EQUIPMENT OR CULTIPACK AFTER SEEDING.
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INSPECT RIPRAP OUTLET STRUCTURES WEEKLY AND AFTER SIGNIFICANT (1/2 INCH OR GREATER) RAINFALL EVENTS TO TEMPORARY SEEDING SCHEDULE 7• MULCH IMMEDIATELY AFTER SEEDING AND ANCHOR MULCH. z
SEE IF ANY EROSION AROUND OR BELOW THE RIPRAP HAS TAKEN PLACE, OR IF STONES HAVE BEEN DISLODGED, 8. INSPECT ALL SEEDED AREAS AND MAKE NECESSARY REPAIRS OR RESEEDINGS WITHIN THE
� IMMEDIATELY MAKE ALL NEEDED REPAIRS TO PREVENT FURTHER DAMAGE.
PLANTING SEASON, IF POSSIBLE. IF STAND SHOULD BE OVER 60% DAMAGED REESTABLISHED 1
o DATE TYPE PLANTING RATE FOLLOWING ORIGINAL LIME, FERTILIZER, AND SEEDING RATES.
RIP RAP APRON N.T.S. STANDARD TEMPORARY DIVERSION DITCH N.T.S. 9. CONSULT CONSERVATION INSPECTOR ON MAINTENANCE TREATMENT AND FERTILIZATION
AFTER PERMANENT COVER IS ESTABLISHED.
DEC 1 - APR 15 SWITCHGRASS 50 LBS/ACRE
o*APPLY: . W
E AGRICULTURAL LIMESTONE - 1-1.5 TONS/ACRE ON COURSE TEXTURED SOILS AND 2-3 TONS/ACRE IN -�
APR. 15 - AUG 15 GERMAN MILLET 40 LBS/ACRE FINE -TEXTURED SOILS. U
SOILS WITH PH OF 6 OR HIGHER NEED NOT BE LIMED.
LO FERTILIZER - 700/1000 LBS/ACRE (10-10-10) L.G.
c' MULCH - 2 TONS/ACRE (SMALL GRAIN STRAW)
M
AUG 15 -DEC 30 RYE GRAIN 120 LBS/ACRE ANCHOR - ASPHALT EMULSION AT 450 GAUACRE
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M PRELIMINARY - NOT RELEASED FOR CONSTRUCTION �oB No.
37630.054
ALL CONSTRUCTION TO BE IN ACCORDANCE WITH ALL NEW HANOVER COUNTY, CAPE FEAR
SHEET NO.
0 PUBLIC UTILITY AUTHORITY, NCDEQ, AND NCDOT STANDARDS, SPECIFICATIONS, AND DETAILS
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MAINTENANCE NOTES: CONSTRUCTION SPECIFICATIONS
MIN 14 GAUGE 6" X 6" WELDED WIRE TIED TO STEEL
1. INSPECT THE BARRIER AT LEAST WEEKLY AND AFTER EACH SIGNIFICANT RAINFALL AND REPAIR IMMEDIATELY. POSTS WITH PLASTIC OR WIRE TIES
2. REMOVE SEDIMENT AND RESTORE SEDIMENT STORAGE AREA TO ITS ORIGINAL DIMENSIONS WHEN SEDIMENT HAS ACCUMULATED TO ONE-HALF THE 1. USE SYNTHETIC FILTER FABRIC OF AT LEAST 95% BY WEIGHT OF
DESIGN DEPTH OF THE TRAP. POLYOLEFINS OR POLYESTER, WHICH IS CERTIFIED BY THE MANUFACTURER
3. CHECK THE STRUCTURE FOR DAMAGE AND REPLACE ANY DISPLACED RIPRAP IMMEDIATELY. ULTRAVIOLET RESISTANT OR SUPPLIER AS CONFORMING TO THE REQUIREMENTS IN ASTM D 6461.
4. APPROPRIATELY STABILIZE ALL BARE AREAS AROUND THE INLET. GEOTEXTILE FABRIC AT LEAST
FLOW 95% BY WEIGHT POLYOLEFINS OR
CLASS 1 RIP RAP SEE POLYESTER CONFORMING TO SYNTHETIC FILTER FABRIC SHOULD CONTAIN ULTRAVIOLET RAY INHIBITORS
SECTION THRU BASIN BELOW i I / / / / ASTM D 6461 AND STABILIZERS TO PROVIDE A MINIMUM OF 6 MONTHS OF EXPECTED USABLE
CONSTRUCTION LIFE AT A TEMPERATURE RANGE OF 0-120 DEGREES F.
' �N11 \ \ I i I / j �i 2. ENSURE THAT POSTS FOR SEDIMENT FENCES ARE 1.33 LB/LF STEEL WITH A
�FLo\\ MINIMUM LENGTH OF 5. MAKE SURE THAT STEEL POSTS HAVE PROJECTIONS
18-24 TO FACILITATE FASTENING THE FABRIC.
n °I- INVERT . RIP RAP
o� -�,- PIPE ,°� HEADWALL 3. FOR REINFORCEMENT OF STANDARD STRENGTH FILTER FABRIC, USE WIRE
• • • • • • o FENCE WITH A MINIMUM 14 GAUGE AND A MAXIMUM MESH SPACING OF 6
- i '/ INCHES.
#5 WASHED STONE
I� EDIME + I I I � �t l �, l _ jTHI CKX 3' HIGH MIN. SHEET DRAINAGE ONLY. MAINTENANCE
STORA _ -. NATURAL GRADE.
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t.:r::{yr»ax;;{ INSPECT SEDIMENT FENCE AT LEAST ONCE A WEEK AND AFTER EACH
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1-000,
AREA TO BE / / /�` j\\j\\ FABRIC INTO TRENCH 8" MIN DEEP AND 4" SHOULD THE FABRIC OF A SEDIMENT FENCE COLLAPSE, TEAR, DECOMPOSE
DISTURBED PERSPECTIVE VIEW //\ \//\// MIN FORWARD BACKFILL TRENCH AND OR BECOME INEFFECTIVE, REPLACE IT PROMPTLY.
(CUT, FILL, ETC.) PIPE
\\, � COMPACT THOROUGHLY
PIPE INVERT EXTEND WIRE TO BOTTOM OF TRENCH REMOVE SEDIMENT DEPOSITS AS NECESSARY TO PROVIDE ADEQUATE
24" STORAGE VOLUME FOR THE NEXT RAIN AND TO REDUCE PRESSURE ON THE
FLOW STEEL POSTS, MIN 1.33 LB/LF, MIN 5' LONG FENCE. TAKE CARE TO AVOID UNDERMINING THE FENCE DURING CLEANOUT.
1' 3' AT 8' O.C. WITH STANDARD STRENGTT
" • FABRIC WITH WIRE FENCE REMOVE ALL FENCING MATERIALS AND UNSTABLE SEDIMENT DEPOSITS AND
-•- NATURAL
2 MAX g$°Oo� GROUND BRING THE AREA TO GRADE AND STABILIZE IT AFTER THE CONTRIBUTING
1 24"r .. o 00�30 �0 2' DRAINAGE AREA HAS BEEN PROPERLY STABILIZED.
0$0 o °$ FLOW -► NOTE: SILT FENCES SHOULD NOT BE USED AT PIPE
SEDIMENT STORAGE 18" MIN OUTLETS OR IN AREAS OF CONCENTRATED FLOWS
CLASS B STONE SECTION VIEW 5, #57 WASHED STONE (CREEKS, DITCHLINES, SWALES ETC.).
MAX. SEDIMENT DEPTH (CLEAN OUT POINT)
MIN.
TEMPORARY ROCK PIPE INLET PROTECTION
SCHEDULE 40
PVC END PVC VENT
PVC PIPE
CAP'', PVC ELBOW PIPE
WATER SURFACE o
T •• • =.-- PVC END
• • CAP
SCHEDULE 40
PVC PIPE
PVC TEE P C PIPE FLEXIBLE
i2" HOLES IN HOSE
UNDERSIDE \
ARM ASSEMBLY
NOTE: SKIMMER TO BE TETHERED
SEE N.C. DENR EROSION and SEDIMENT
CONTROL PLANNING and DESIGN MANUAL
FOR CONDITIONS WHERE PRACTICE APPLIES;
PLANNING CONSIDERATION & DESIGN CRITERIA.
PERSPECTIVE VIEW
ORIFICE
PLATE
PVC TEE
BOTTOM SURFACE
FRONT VIEW
N.T.S.
INSTALLATION SPECIFICATIONS
(SKIMMER)
1. PREVENT THE SKIMMING DEVICE FROM SETTLING INTO THE MUD BY EXCAVATING A SHALLOW
PIT UNDER THE SKIMMER OR PROVIDING A LOW SUPPORT UNDER THE SKIMMER OF STONE OR
TIMBER.
2. ASSEMBLE THE SKIMMER FOLLOWING THE MANUFACTURERS INSTRUCTIONS, OR AS DESIGNED.
3. LAY THE ASSEMBLED SKIMMER ON THE BOTTOM OF THE BASIN WITH THE FLEXIBLE JOINT AT
THE INLET OF THE BARREL PIPE. ATTACH THE FLEXIBLE JOINT TO THE BARREL PIPE AND
POSITION THE SKIMMER OVER THE EXCAVATED PIT OR SUPPORT. BE SURE TO ATTACH A ROPE
TO THE SKIMMER AND ANCHOR IT TO THE SIDE OF THE BASIN. THIS WILL BE USED TO PULL THE
SKIMMER TO THE SIDE FOR MAINTENANCE.
MAINTENANCE SPECIFICATIONS
(SKIMMER)
1. INSPECT SKIMMER SEDIMENT BASINS AT LEAST WEEKLY AND AFTER EACH SIGNIFICANT
(ONE-HALF INCH OR GREATER) RAINFALL EVENT AND REPAIR IMMEDIATELY. REMOVE SEDIMENT
AND RESTORE THE BASIN TO ITS ORIGINAL DIMENSIONS WHEN SEDIMENT ACCUMULATES TO
ONE-HALF THE HEIGHT OF THE FIRST BAFFLE. PULL THE SKIMMER TO ONE SIDE SO THAT THE
SEDIMENT UNDERNEATH IT CAN BE EXCAVATED. EXCAVATE THE SEDIMENT FROM THE ENTIRE
BASIN, NOT JUST AROUND THE SKIMMER OR THE FIRST CELL. MAKE SURE VEGETATION
GROWING IN THE BOTTOM OF THE BASIN DOES NOT HOLD DOWN THE SKIMMER.
2. IF THE SKIMMER IS CLOGGED WITH TRASH AND THERE IS WATER IN THE BASIN, USUALLY
JERKING ON THE ROPE WILL MAKE THE SKIMMER BOB UP AND DOWN AND DISLODGE THE
DEBRIS AND RESTORE FLOW. IF THIS DOES NOT WORK, PULL THE SKIMMER OVER TO THE SIDE
OF THE BASIN AND REMOVE THE DEBRIS. ALSO CHECK THE ORIFICE INSIDE THE SKIMMER TO
SEE IF IT IS CLOGGED; IF SO REMOVE THE DEBRIS.
3. IF THE SKIMMER ARM IS CLOGGED, THE ORIFICE CAN BE REMOVED AND THE OBSTRUCTION
CLEARED WITH A PLUMBER'S SNAKE OR BY FLUSHING WITH WATER. BE SURE AND REPLACE
THE ORIFICE BEFORE REPOSITIONING THE SKIMMER.
4. FREEZING WEATHER CAN RESULT IN ICE FORMING IN THE BASIN. SOME SPECIAL PRECAUTIONS
SHOULD BE TAKEN IN THE WINTER TO PREVENT THE SKIMMER FROM PLUGGING WITH ICE.
FAIRCLOTH SKIMMER N.T.S.
"C" ENCLOSURE
WATER ENTRY
UNIT
SILT FENCE
ION&O
FLOW
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12" OF NCDOT #5 w
1.5' MIN OR #57 WASHED STONE 3
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CONSTRUCTION SPECIFICATIONS:
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1. PLACE STONE TO THE LINES AND DIMENSIONS SHOWN IN THE PLAN ON A FILTER FABRIC FOUNDATION.
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2. KEEP THE CENTER STONE SECTION AT LEAST 1 FOOT BELOW NATURAL GROUND LEVEL WHERE THE DAM ABUTS THE CHANNEL BANKS.
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3. EXTEND STONE AT LEAST 1.5 FEET BEYOND BEYOND THE DITCH BANK TO KEEP WATER FROM CUTTING AROUND THE ENDS OF THE
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ELEVATION OF THE UPPER DAM.
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5. PROTECT THE CHANNEL AFTER THE LOWEST CHECK DAM FROM HEAVY FLOW THAT COULD CAUSE EROSION.
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7. ENSURE THAT OTHER AREAS OF THE CHANNEL, SUCH AS CULVERT ENTRANCES BELOW THE CHECK DAMS, ARE NOT SUBJECT TO
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MAINTENANCE NOTES:
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1. INSPECT CHECK DAMS AND CHANNELS AT LEAST WEEKLY AND AFTER EACH SIGNIFICANT 1/2 INCH OR GREAT R
( GREATER) EVENT AND
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2. ANTICIPATE SUBMERGENCE AND DEPOSITION ABOVE THE CHECK DAM AND EROSION FROM HIGH FLOWS AROUND THE EDGES OF THE
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SUCH AS, INSTALLING A PROTECTIVE RIPRAP LINER IN THAT PORTION OF THE CHANNEL.
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3. REMOVE SEDIMENT ACCUMULATED BEHIND THE DAMS AS NEEDED TO PREVENT DAMAGE TO CHANNEL VEGETATION, ALLOW THE
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CHANNEL TO DRAIN THROUGH THE STONE CHECK DAM, AND PREVENT LARGE FLOWS FROM CARRYING SEDIMENT OVER THE DAM. ADD
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DEWATERING NOTES:
CONCRETE BLOCK 1. PLACE CONCRETE BLOCKS LENGTHWISE ON THEIR SIDES IN A SINGLE
ROW AROUND THE PERIMETER OF THE INLET WITH THE ENDS OF
g• ADJACENT BLOCKS ABUTTING. THE HEIGHT OF THE BLOCKS SHALL BE
2. WIRE MESH OR HARDWARE CLOTH SHALL BE PLACED OVER THE OUTSIDE
° VERTICAL FACE (WEBBING) OF THE BLOCKS, TO PREVENT STONE FROM
' BEING WASHED THROUGH THE HOLES IN THE BLOCKS.
o0 o 0 0 ° oo$ 3. #57 WASHED STONE SHALL BE PILED AGAINST THE WIRE TO THE TOP OF
° o ° 80 - THE BLOCK.
• 4. PLACE V x4" BOARDS THROUGH THE HOLES OF CORNER BLOCKS.
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----------- S1 L❑PE, GRAVEL FIL
CATCH BASIN INLET PROTECTION
OVERFLOW MAINTENANCE NOTES:
WIRE SCREEN 1. INSPECT THE BARRIER AT LEAST WEEKLY AND AFTER EACH SIGNIFICANT
RAINFALL AND MAKE REPAIRS AS NEEDED.
SEDIMENT 2. REMOVE SEDIMENT AS NECESSARY TO PROVIDE ADEQUATE STORAGE
LADEN VOLUME FOR SUBSEQUENT RAINS.
RUNOFF s;; :r.... �;• 4s,�., y::,�,:
16" 3. REPLACE #57 WASHED STONE IF IT BECOMES CLOGGED WITH SEDIMENT
AND DOES NOT DRAIN EFFICIENTLY.
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4. APPROPRIATELY STABILIZE ALL BARE AREAS AROUND THE INLET.
•-
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DROP INLET
-II WITH GRATE
1"X4" BRACE FILTERED WATER
TEMPORARY CATCH BASIN INLET PROTECTION
Date: Silt Sock/Wattle
Silt Sock / Wattle
FLOW 3�g Area to be
FLOW 3" Area to be
Protected
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W w w w w Protected
"� 9' W W Y O ♦ V
ISOMETRIC VIEW
mom'-ram,-*-
12" Min. 211 x 2"- - -
Stakes 12" Min._ 2" x 2"
SECTION-. Stakes
�SECTION
Mulch or Compost
r Untrenched Socks
Sheet Flow---■
Work A
To 1 /2 height of log
UNTRENCHED INSTALLATION
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STANDARD METAL _
POSTS 2'-0" IN I-
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EXTENDS TO THE TOP p
OF THE BOX (AI DATE
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--- 09/02/2020
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(° 0 DRAWN BY
----�°� -, �o A. MAY
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DESIGNED BY
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- - ti•�-���� �w B. DOWNS
-` - - - • CHECKED BY
R. BAKER
#57 WASHED STONE PLACED
TO A HEIGHT OF 12"-18" SCALE
MAINTENANCE NOTES: MINIMUM AS SHOWN
ABOVE THE TOP OF BOX .
1. INSPECT THE BARRIER AT LEAST WEEKLY AND AFTER EACH SIGNIFICANT RAINFALL AND REPAIR IMMEDIATELY. •
2. REMOVE SEDIMENT AND RESTORE SEDIMENT STORAGE AREA TO ITS ORIGINAL DIMENSIONS WHEN SEDIMENT • Ln
HAS ACCUMULATED TO ONE-HALF THE DESIGN DEPTH OF THE TRAP.
3. CHECK THE STRUCTURE FOR DAMAGE AND REPLACE ANY DISPLACED RIPRAP IMMEDIATELY.
4. APPROPRIATELY STABILIZE ALL BARE AREAS AROUND THE INLET.
V
N.T.S. HARDWARE CLOTH AND GRAVEL YARD INLET DROP PROTECTION N.T.S. Z
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SOCKS SMALLER THAN 12". L z
NOTE: 4" = CI)
1. Other materials providing equivalent protection against erosive
velocities may be substituted for use in silt socks or wattles.
2. Fill silt sock/wattle netting uniformly to the desired length such that
logs do not deform.
3. Silt sock/ Wattle should be installed parallel to and a minimum of 10
feet beyond the toe of a graded slope. Silt sock/Wattles located below
flat areas should be located at the edge of the land disturbance. The
'ea To Be
otected
Silt Sock f
Wattle
P<
ground 4" Min.
ENTRENCHED INSTALLATION*
*THIS APPLICATION MAY NOT BE USED WITH COMPOST
COMPOST SOCK INITIAL FLOW RATES
Compost Sock Design gn
es
8 Inch
12 Inch
18 Inch
24 Inch
32 Inch
Diameter
(200 nm)
(300 nm)
(450 nm)
(600 nm)
(750 nm)
Maximum Slope Length ({2%)
600 Feet
750 Feet
1,00 Feet
1,300 Feet
1,650 Feet
(183 m)
(229 m)
(305 m)
(305 m)
(500 m)
Hydraulic Flow Through Rate
7.5 gpm/ft
11.3 gpm/ft
15.0 gpmlft
22.5 gpm/ft
30.0 gpm/ft
(9411/m/m)
(1411/m/m)
(1881/m/m)
(2811/m/m)
(3741/m/m)
NOTE: DIMENSIONS SHOWN ARE TYPICAL. � � 0 C)� 3:, Uj
�� 2 a O z O
CONTRACTOR'S SWAMP MATS MAY DIFFER �r�' �
DIMENSIONALLY FROM WHAT IS SHOWN. 0'2� U z a Z
TYPICAL MAT SECTION = � O
SECTION A -A � F,01
ends of the silt sock/wattles should be turned slightly upslope to MAINTENANCE:
0
2
prevent runoff from going around the ends of the silt sock/wattles. 1. Inspect Silt sock/wattle weekly and after each rain of 1 inch or greater.
TIMBER MAT N.T.S.
z
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4. Oak or other durable hardwood stakes with a 2 inch x 2 inch cross Remove accumulated sediment and any debris as needed to allow for
section should be driven vertically plumb, through the center of the adequate flow.
interval 4 2. Silt be if torn.
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silt sock/wattle. Stakes should be placed at a maximum of sock/Waffle must replaced clogged or
feet or a maximum interval of 8 feet if the silt sock/wattle is placed in 3. If ponding becomes excessive, the silt sock/wattle may need to be
a 4 inch trench. replaced with a larger diameter or a different measure.
1
5. In the event staking is not possible (ie. when silt socks/wattles are 4. Reinstall if damaged or dislodged.
used on pavement) heavy concrete blocks shall be used behind the 5. Silt socks/Wattles shall be inspected until land disturbance is compete
silt sock/wattle to hold it in place during runoff events. and the area above the measure has been permanently stabilized.
W
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NORTH CARO LWA
Environmental Quality
SILT SOCK 1 WATTLE FOR PERIMETER AND INLET PROTECTION
220"
U
PRELIMINARY _ NOT RELEASED FOR CONSTRUCTION JOB NO.
37630 054
ALL CONSTRUCTION TO BE IN ACCORDANCE WITH ALL NEW HANOVER COUNTY, CAPE FEAR
'UBLIC UTILITY AUTHORITY, NCDEQ, AND NCDOT STANDARDS, SPECIFICATIONS, AND DETAIL;
SHEET NO.
C7_ 1
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ACCESSIBLE PARKING SIGN IN BOLLARD 5'-0" 2,-0„ BACK OF CURB . w
REFER TO PLAN FOR LOCATION 11 :m$ ` ' : • `; �a �:.'` . gf�, w LL i
4 WIDE WHITE TYP. : # x d O ���� �N GARO� �I�
0 CURB PAINT STRIPING a >��osio
(TYP,) SCORE FULL w U 9 a _
BAND; WIDTH OF CURB � SEAL
REFER TO DIAGONAL 4 AND GUTTER ® = 225
PAINTe
DETAIL STRIPING AT 4" WIDE PAINT STRIPING (COLOR BLUE) BLUE PAINT a 2 -0 RLON now,
w C'
CK-197 �� � 1'-0° ��%,�q GtN�
24 O.C. BACKGROUND /P
TYP _ 41_(]11 EDGE OF PAVEMENT %li��Qfw bZ���
(TYP.) PLAN VIEW
g ifi►t
`w LEFT TURN
NOTE:
1. V ACCESS AISLE REQUIRED. o
" END VIEW E z
�n 4 WIDE WHITE
2. ACCESSIBLE SPACES MUST BE PROMINENTLY PAINT STRIPING o u z O
OUTLINED IN COLORS OR LATERALS CONTRASTING (TYP.) 1 1" RADIUS �° o > >
FROM REGULAR PARKING SPACES. 1-0 WIDTH OF PARKING STALL v E O W O
I-F- FULL HEIGHT CURB - I E U > U
TYP, " OR 10' CURB TAPER W z +_+ oC f- O [�
--I 6 " [FINISH GRADE _3. INTERNATIONAL ACCESSIBLE SYMBOL REQUIRED 2w z z w
REFER TO DETAIL CK-110 AND CODE
2°-0" R FACE OF CURB a �� O � i 0
�y2 oc�-,-4 = Uw=
REQUIREMENTS f 1/ w cW 010
2 N O
1-0 a U. °° z a z
4. ACCESSIBLE SIGN REQUIRED -MUST NEVER BE 4'-9" w 0 o M O w a z w
JOBSCURED p Li- W a o
EQ EQ 5'_011 RIGHT TURN FRONT VIEW a = _ m F- z z
*2% MAX. SLOPE EACH WAY NOTES: � UJ �n x U Q W (D CL O Q
8'-0'° 8'-0" NOTE: 1. TRANSITION FROM FLUSH CURB TO STANDARD 6" CURB HEIGHT OVER WIDTH OF THE PARKING
NOTE: THIS SIDE TOWARD DRIVE AISLE STALL OR 10'. °� m '� a t- U) p
1. ALL TRAFFIC FLOW ARROWS TO BE SOLID WHITE REFLECTIVE TRAFFIC PAINT PER DIMENSIONS ABOVE. a O w O a z o
16 -0 1. TO BE PAINTED PER AHJ REQUIREMENTS. 2. THIS DETAIL ONLY APPLIES TO PRIVATE PROPERTY. 2. REFER TO CURB AND GUTTER DETAIL(S) FOR DIMENSIONS. rn z0 0 p Q
_ mo d- z V) U
# CK-105 ACCESSIBLE PARKING STALL # CK-110 ADA PARKING STRIPING DETAIL # CK-115 TRAFFIC FLOW ARROW DETAIL # CK-135J CURB TAPER DETAIL c) CR > Q W Lu U w
REVISED: 2020-10-30 NOT TO SCALE REVISED: 2020-06-18 NOT TO SCALE REVISED. 2021-01-15 NOT TO SCALE REVISED: 2020-06-18 NOT TO SCALE Lu R R 0 a U
2411 �rn U zwz
A JOINT FILLER ,. 8' z0 p
NOTE: MAINTAIN 50' MAX BETWEEN 18 6" 1/4 RADIUS; CAULK JOINT W/ MASTERSEAL SL 2 POLYURETHANE L- w � U w
1/8" RADIUS (TYP.) SEALANT AS MANUFACTURED BY BASF. INSTALL IN ACCORDANCE A a 0�4 z a
JOINTS OR AT ALL RIGID OBJECTS. " 1/2" RADIUS " 6 1 u) > cn
3 RADIUS WITH MANUFACTURERS RECOMMENDATIONS. z w w z
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1/8 RADIUS 3 RADIUS 1/4" CONCRETE SLAB
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ti ti �•' 11
�. $ ,:,��® ' ° a' ... a� A . REFER TO NOTE 4 >
A.B.C. UNDER STANDARD
R M
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CURB &GUTTER _ '�� g 8g '� •s. b �a..`� # ` ^ ' a- k ~ T � TOP OF PAVEMENT �;
a _
--I 1U2 SECTION A -A "'` a . w : •
FRONT ELEVATION H �. '::� .' w CD N N N N N
$'.
A -..F-� SIDE ELEVATION T/2 BUT NOT LESS THAN 1i4. k �" .: � H N N N rj
TRANSVERSE EXPANSION JOINT ( ) 3
COMBINATION CURB AND GUTTER FRONT VIEW '. , = a 0 � 0 o N
PAVEMENT DIMENSIONS ON PLAN - �•44
U p o o o cal
VIEW REFER TO FACE OF CURB PAVEMENT DIMENSIONS ON PLAN .� ,• ° z N N M M M
1" JOINT SEALANT BACKER ROD (REFER TO . -- Oz o 0 0 0 0
VIEW REFER TO FACE OF CURB (REFER TO MANUFACTURER'S k �` c~n DATE
�.
6" 6" 1" MANUFACTURER'S RECOMMENDATIONS).' >
ce
18" 18" RECOMMENDATIONS) 1/8" FIRST SAWCUT ., �.. ' ' . >° . �. �� D
0910212020
DRAWN BY
71-1/2"R �, °�,�:4:b�:� 1-1/2"R ( )
1/4" SECOND SAWCUT IF REQUIRED '
4;_ ; ....: `: k A. MAY
NOTES: « ':''':,,: .e...; :,... DETAIL VIEW
x6 Poe.•fe •',[ •A • • qe �'Q• 4. �qro � .se.:• $ � S
1. CONCRETE CURBING SHALL BE 4,000 PSI MINIMUM AND FINISHED WITH A CURING COMPOUND. ��qa " "� ' ::' t 11
1/2 R (TYP)\-4,000 PSI CONCRETE PAD; A DESIGNED BY
2. CONTROL JOINTS SHALL BE SPACED AT 10' INTERVALS. (15' SPACING WILL BE ALLOWED WHEN A` "�=`° & " -` ` ' p • ' = NOTES:
'k' :�,, .. a.•°- o- , 1• ',,,;a % a°• �8 •, �' .�•. ea.et a•..x'. •s.�aQ. . `. 2" (TYP.) /1
,. 4 THICK W/ 6X6 Wl AXW1.4
MACHINE IS USED.) �:. °. s :� `' ' b:• `'�' x:�g.'a ��p • • e�'' ` : ;z 4 .� . • 1. REFER TO APPLICABLE DETAIL FOR CONCRETE DESIGN. B. DOWNS
„ . �" &e �' `" ;.�.. �IDxi �� �' W.W.F.
ter•• , - •e•.9 '•s•+�"-.�'' ,•-.s••' = U "
3. AT CONTRACTORS OPTION, THE GU
TTER THICKNESS MAY BE INCREASED AT THE EDGE OF �,x „a�:',IDF,a.'•�':`:°6`:;e:;a' A' �'''R. i' „ .vg °: �' :.:.'..:�.'::.:.' .. r='4:"Q :'.:: 2. REFER TO CONCRETE PAVEMENT JOINT DETAIL AND PAVING PLAN FOR SPACING. '
., >e a x. .a. q...•> x;'o •' � ., •,.$d •'.' .• a ,+ `-` s :: E w
:'.: ;.A :.a..;..-. e . .'.::.R. '�: .... CHECKED BY
PAVEMENT TO MAKE BOTTOM OF GUTTER CONTIGUOUS WITH BOTTOM OF ASPHALT PAVEMENT. � f• •.:. :>4•• �..�,� s , �,.�:•..••` •e .,,4... � 3. SAWCUT JOINTS THE SAME DAY AS THE POUR. ��-�-� X;:.X • � .
4. GUTTER PAN SLOPE TO BE ADJUSTED WITHIN ACCESSIBLE PARKING SPACES TO MATCH SLOPE 4. WAIT AS LONG AS FEASIBLE TO SEAL JOINTS TO ALLOW CONCRETE SHRINKAGE TO OCCUR. IF REQUIRED, � '� • ` •
BETWEEN SPOT ELEVATIONS. COLLECTOR CURB & GUTTER SPILL CURB & GUTTER RE -SAW JOINT IMMEDIATELY PRIOR TO INSTALLING SEALANT TO ACHIEVE NECESSARY JOINT WIDTH. R. BAKER
ENSURE JOINT IS CLEAN, DRY, AND SIDES ARE PREPARED PER MANUFACTURER'S RECOMMENDATIONS. 311(P') SECTION A -A •
SCALE
_24" # CK-`4CONTROL JOINT # CK-160 AIR A AS SHOWN
# CK 120 STANDARD CONCRETE CURB AND GUTTER DETAIL NOT TO SCALE REVISED: 2020-06-18 DETAIL NOT TO SCALE REVISED: 2020-11-13 N D WATER PAD D ETAI L
REVISED: 2020-06-18
NOT TO SCALE •
EXPANSION JOINT -
REFER TO FRAME, GRATE, In
AND HOOD DETAILS EXPANSION
REFER TO FRAME, GRATE, EXPANSION JOINT
AND HOOD DETAILS JOINT 2,_6„ rB
2'-0" CURB AND
,(PQ�� G�l A GUTTER; REFER '
N0 ' 104 • . k, VAC/AIR/ T�
�\�l4 TO DETAIL EXISTING z
- .. � - • • � •4 ` ...� .. - �. . A � • '.� . � � 4,4 WATER
6P
JP��� �G� : • �. �.4, �, DISPENSER GRASS AREA y
EXPANSION JOINT �GP A
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2'-0" CURB AND GUTTER; P 2'-0'° 10'-0" VARIES 10'-011 N �' a _& 1 G
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REFER TO DETAIL 0 0 0 0 0
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G° PLAN VIEW'" �8 a° k. 0 0 0 0••
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0 0 0 0 0 0 0 0 0 0
11 1_4
_ C 0 0 0 0 0� C� � 0 0 0 0� � NO PARKING -"NO PARKING" Ln O
10'-0" VARIES 10°-0" 1 11 , { C) } {� } { } } 24" WHITE LETTERS QC
2 -0 2 -6 0 _ Q 0 0 n 0 0 �0 0 0 =n i=n
0 ,--� F---1 <t
6" 1'-6" 6It 21_011
f 4 WHITE LINE BORDER U _
12" - - -- - - - - - - - - 1/2" RADIUS 1 /2" RADIUS
DEPRESSED 11 11 1/8" RADIUS WITH 4" WHITE DIAGONALS J t~Y �
3 RADIUS 1/8 RADIUS k, 3 RADIUS F�1 O -j
I I I GUTTER LINE @ 2 -6 OC z F--4
EXPANSION JOINT; e .,�j� EXPANSION JOINT N - N ° • s 4 • „ z
REFER TO FRAME, GRATE, .$ k _ k' _ 12 MIN. 10'-019 (�,� a
REFER TO DETAIL (TYP.) AND HOOD DETAILS (TYP.) �-
ELEVATION VIEW z o z W
z SECTION "A-AllSECTION B-B
NOTES: NOTES: O
U � u
1. THIS DETAIL ONLY APPLIES TO PRIVATE PROPERTY.
1. REFER TO APPLICABLE DETAIL FOR CONCRETE, ABC, AND SUBGRADE DESIGNS. H 0
�� # CK-1 55 # CK-165 a m o# CK-125 STANDARD CATCH BASIN CURBING TRANSITION (FOR USE WITH 24 CURB & GUTTER)_ THICKENED EDGE DETAIL NOT TO SCALE REVISED: AIR AND WATERPAVEMENT MARKING DETAIL z z Q
REVISED: 2020-06-18 NOT TO SCALE REVISED: 2020-06 48
c NOT TO SCALE (_ = r n
6'-0" 6'-01, 61_011 61_f\11
° 1/4" RADIUS; CAULK JOINT W/ MASTERSEAL SL 2
G JOINT FELLER 1/4" SIDEWALK SURFACE � (� � W
p POLYURETHANE SEALANT AS MANUFACTURED w �--
'- ce
BY BASF. INSTALL IN ACCORDANCE WITH O z O
ZIP STRIP. GC TO REMOVE STRIP AND CAULK a e
C �' • 4 1/8 RADIUS .'•� ;� . ,: .: MANUFACTURER'S RECOMMENDATIONS. 3/8"
`� . 11 . AFTER PAVING. NON -SHRINKABLE CAULK TO U
A- ' b J COLOR MATCH CONCRETE. P
- =a�
Q ASPHALT SURFACE; U
D 2"/4" AGGREGATE BASE 4" TYPICAL SIDEWALK THICKNESS TRANSVERSE EXPANSION JOINT REFER TO PAVING PLAN AND DETAIL M
ACTED TO 6" THICK MINIMUM FOR SIDEWALK A Q CONCRETE PAVEMENT SECTION,
COURSE COMP O REFER TO PAVING PLAN AND DETAIL
SECTION A -A
90°/® STD. PROCTOR (TYP) THAT TRAVERSES COMMERCIAL ACCESS. �- i z J
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REFER TO CIVIL PLAN FOR 1/2" R (TYP)
n 2" (TYP.) WIDTH AND SLOPE
> 4 •
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41
3" (TYP.)
REINFORCEMENT (REFER TO NOTE 5); A
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6' TYP
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,{•.ap } ;`.i'•:t z .ys•>•,p.,.:. +1•. i. ..$.•..tl .. ,Ju. .4; •>tr6,~,x
y'8 ,-p Vy-'l. ^e v� .. 441,t1..w:: ,g9f- �S.c'•S•3,p?,'•e ,ey
::.3'.at.:.a:7u%M ::« .ate.» : P'`.'>:x`a.o; z;;' a a;• t ., '
1/2" DIA x 18" SMOOTH DOWEL BARS AT 3/811 x 8" BITUMINOUS BLACK
48" O.C. GREASE SECOND POUR SIDE. IMPREGNATED FIBER W/
WHITE STRIPPABLE PLASTID THICKENED EDGE;
rom Q" 9" REFER TO DETAIL
CAP AS MANUFACTURE BY W
A SEALTIGHT "SNAP -CAP"
EXPANSION JOINT CAP. . j
NOTES: u
1. REFER TO APPLICABLE `DETAIL FOR PAVEMENT AND/OR CURB AND GUTTER DESIGN. NOTES:
1. REFER TO APPLICABLE DETAIL FOR PAVEMENT, ABC, AND SUBGRADE DESIGNS.
2. PROVIDE EXPANSION JOINT WHERE CONCRETE PAVEMENT ABUTS A RIGID STRUCTURE. 1-L
o
M PLAN VIEW B
co
NOTE:
M 1. CONCRETE SIDEWALK SHALL BE 4,000 PSI MINIMUM AND FINISHED WITH CURING COMPOUND. MEDIUM BROOM FINISH.
0 2. SIDEWALK TO HAVE A SCORED JOINT EVERY 6'. ALSO A 1/2" TRAVERSE EXPANSION EVERY 24', CONNECTION TO ADJACENT SIDEWALK AND OTHER SURFACES.
co 11 INSTALLED UNDER. SIDEWALK AT ALL OTHER PLACES.
- GREGATE UNDER SIDEWALK AT BUILDING. 2 OF CRUSHED AGGREGATE TO BE INS
3. INSTALL 4 OF CRUSHED AG
# CK-145 EXPANSION JOINT DETAIL # CK-150 CONCRETE-TO-ASPHALT DETAIL
REVISED: 2020-o6-1s NOT To scALE REVISED: 2020-06-18
_
PRELIMINARY NOT RELEASED FOR CONSTRUCTION
NOT TO SCALE
H
u
JOB No.
,�
°' 4.
A 6" DEPTH IS REQUIRED AT LOCATION OF DRIVEWAY CROSSINGS, AT STREET INTERSECTIONS (ALONG THE LENGTH OF RADIUS CURB RETURNS), AND IN HANDICAP RAMPS.
7630.054
0 5.
SIDEWALK REINFORCEMENT TO BE USED IN SIDEWALK ADJACENT TO BUILDING. ALL OTHER SIDEWALK TO BE NON REINFORCED SIDEWALK.
ALL CONSTRUCTION TO BE IN ACCORDANCE WITH ALL NEW HANOVER COUNTY, CAPE FEAR
E #
��
CK-1 30 4 CONCRETE SIDEWALK DETAIL
PUBLIC UTILITY AUTHORITY, NCDEQ, AND NCDOT STANDARDS, SPECIFICATIONS, AND DETAILS
SHEET NO.
C7.2
%1 REVISED:2020-06-18
NOT TOS
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ASPHALT DETAIL (ALL SIDES)
(---16.5'---I---15'--I---15'----I --15' 15'------15'--I----15'--I---15'--j---15'---I----16.6--1
\���� 1 l ((1''��l l/jI IJ�I�N
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'�- T.--;-`.- -I-. :-'-�.4' �°-�� .���' 4" OR 6" DEPENDING ON BOLLARD
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` . s �p I� ) ,,: • .: ( ,. ; LOCATION. 225
4 RESERVED REFLECTIVE ALUMINUM LEGEND AND
- ` -- � - �, T. ICJ �` - :- -� } `� ` � �.�. '� RED POST GUARD PLASTIC PARKING BORDER -GREEN WHITE SYMBOL ON E' GINE��
SLEEVE PER SPECIFICATIONS' BLUE BACKGROUND - WHITE TYPICAL
,.
14.0' tip. `' U ' . =' "' TO BE INSTALLED OVER STEEL AT ALL ADA SPACES w• BP%`��
�` : • ` ' �. BOLLARD. PRIMER COAT TO
. �-. -�:-� = - �- ---I=•.-:-=� ":--.,-� - = BE APPLIED TO BOLLARD Q�Ztt I
10' �, �' �` �; I, . - . " ' I�w, , ',i •' ' �� `, �`: • ')'' ` ` I ' • ' �, '.I: ` PRIOR TO INSTALLING COVER.
• THIS SIGN TYPICAL AT ALL "VAN
� •. � ,. • . ,.� ��. � • , . � ' ' '• • � . " , ' -` • `� � �.' • • � �• •'�, . � - VAN
6 ACCESSIBLE" PARKING SPACES BEVEL TOP SLIGHTLY IN ALL
900010.001,DOUBLE STACKED GAS CANOPY SCH. 40 STEEL PIPE BOLLARD AC�BLE DIRECTIONS TO SHED WATER 0
3/4 CHAMFER o z Q z
FILLED WITH 2,500 PSI PENALTY SIGN WITH WORDING AS �� ^ � z
CONCRETE. SIZE DEPENDS ON N E O W O
I---15.2'--1--14'--I--14'--I--14'--I--14'--I--14'----14'--�-�-14'---I--14'-j---15.2'--I BOLLARD LOCATION. REQUIRED BY STATE OR LOCAL LAW D c
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10°'04 BOLLARD COVER TO BE SET FLUSH 5 Z (° ( NDUITS o W 'T za
' w 8 LONG 2.375 O.D. RUST -PROOF D• D w U Oa 04 Ouj
CJ _ WITH FINISH GRADE' CALC SEAL O REBAR; REFER TO NOTE 1 °C ''' = U =
�--- ' w ROUND GALVANIZED POST INSIDE THE STEEL a "- -oa z z
6 ` �: �• �;' BOLLARD OVER BASE (TYP.) w ( D w U. o O w = ,_, p w
C�--a: ` :-� �-I-� = ...I .-I --.-_ I- .� e�-. T _ c~n ! �' D . •°. 4000 PSI CONCRETE o°�. = 00 z Q z
BOLLARD AND ENCASED WITH CONCRETE � a z
g� I .° .I� ( �, ` �;" :•, 'I ': :� . I,' �. FOAM TOP OF PAVING w ® I ( LIGHT POLE BASE (REFER TO'NOTE 1) c� :°� a' p v w , p
�, WRAP o� M I �° I ~WLnX u Ce a w�oa
CJ SINGLE STACKED GAS CANOPY "' TYP. -j Q = REFER TO DEDICATED DETAIL I " I FINISH GRADE OR CONCRETE SLAB 9 .a a w , o- z p
r. ( } w V o ° AS OCCURS to "- E- � U Q
JFOR BOLLARD, SLEEVE, AND ® a
REFER TO CONCRETE TO 00 d. D I° D I ® ,� O z a z n
ASPHALT DETAIL (ALL SIDES) 900010.00 ; ' .. �.; ` .� J FOOTING REQUIREMENTS. � ,r, z p -j a
J
m O 00 w = w w U w
O O TOP OF PAVING °D ® °I N 0 w °M oC a aC a . p
%
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�- _I_ -��' �--IIII=' .;� • ;. , : '�' . _ _ _ - _ - _ _ __-
"' Z w COMPACTED SUBBASE "�° $' :� #3/0 AWG i_I I I_I I I -III -I I I_I D D _III-III_III-III-III-III-I I I_I I I=III' W o z w z
6' .: I` :' ' IT ` �' • I" z�� {`,..= IN v2" PVC I=1 I=1 I=1 1={ I I I I I I=I I=I I=I 1=I I=I 1=1 1=III=III w a O O
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��a8�� I I -I I I -III -III ° i i III=I i I=1 I I=1 11=III=1 I I=I 11=1 I I=I { I Z = O
° �• 2,500 PSI CONCRETE • - - - - - - - w w
�. - III ____-- - �>
o : x` I I III III III III-III-III=1 I {-III = w c� �, oc
cJ DIESEL CANOPY 90°0'0.00°' �.: ' $ MINIMUM (TYP.) 1�I11= 11=1f 1 - I li =1 � = I I III=III=III=III D D III=III=III=III=III=III=III=III= �- CL >
REFER TO CONCRETE TO
I I{ I{=1 11=1 I I-1 I I-1 p -1 I I-1 11-1 I I-1 I I-1 I I-1 11=1 I I-1 I w
A =
ASPHALT DETAIL (ALL SIDES) _ �'. �' � ".� I I I_I 11=1 11_I I I III-1 I I_I I I -I I I_I 11=1 I I -I 11=1 I I
Z '� 8 I i 5/8" x 8' Cu -III=1 I I=1 I I=1 =_ _- =1 I I-11 I=1 I I=1 I I=1 I I=1 I I=III= W rq
N N N N N
-III=1 I i=1 I I III=1 11= - - - - - - > O O O O O
14.00 -,. - GROUNDING ROD _ w
I I -I I I_I I-{I1-III- � � 4
,
=III III-III=I i I=III=III III=III=III=III III= u Q O .-4 O O to
N
too12" MIN. 1� i i i i --i ---- i i- N N m m
= •� i 1 1 I I �I 1 11=111 1 1 COMPACTED FILL CONDUITS;
24 DIA. 24 MINIMUM BURY DEPTH DATE
,1 (n
9'
MIN.;11'
"
�.
A �
$ 4
�
L
9
�
z� .
MAX--_�
PARKING SPADES
D
g,_g„
12" MIN. 0910212020
�O>
..�' � � � � � . 6'-8" NOTES: DRAWN BY
�I; ` `I" .
1. ONE REQUIRED AT EACH ACCESSIBLE PARKING SPACE. A. MAY
f(TYP.)
/2 `: • `f NOTES• 2. WHERE ACCESSIBLE SPACES FACE EACH OTHER WITHOUT WALKWAY, THERE SHALL BE ONE POST
WITH SIGNS MOUNTED ON BOTH SIDES NOTES' DESIGNED BY
- T
• �
D �° '`
NOTES: "
1. 4" STEEL BOLLARDS TO BE INSTALLED IN FRONT OF THE STORE WHERE SPECIFIED.
3. MOUNT SIGNS TO POST WITH GALVANIZED OR CADMIUM PLATED 5/16" DIAMETER STEEL BOLTS, NUTS,
1. THIS DETAIL SERVES AS A GUIDE ONLY. REFER TO STRUCTURAL PLANS FOR LIGHT POLE FOOTING
•
B. DOWNS
`
1. DIMENSIONS AND JOINT PLACEMENTS ARE TYPICAL. DUMPSTER PAD
2. 6" STEEL BOLLARDS TO BE INSTALLED UNDER GAS CANOPY WHERE SPECIFIED ON THE PETROLEUM
AND WASHERS. CONTRACTOR SHALL SUPPLY AND INSTALL 5/16" NYLON WASHERS BETWEEN BOLT
REINFORCEMENT DESIGN.
I
2. REFER TO DEDICATED JOINT DETAILS FOR MORE INFORMATION.
PLANS.
3. 4" & 6" STEEL BOLLARDS WILL BE DELIVERED WITH PLASTIC COVER BASED ON NATIONAL ACCOUNT
HEADS AND SIGN FACE TO PROTECT FINISH.
4. SIGNS SHALL CONFORM TO THE CURRENT "MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES
2. REFER TO RESPONSIBILITY MATRIX FOR LIGHT POLE AND ANCHOR BOLT INFORMATION.
3. CONTRACTOR TO RUB BASE SMOOTH ONCE FORM HAS BEEN REMOVED.
,
CHECKED BY
3. REFER TO SITE SPECIFIC CANOPY AND DUMPSTER PLANS TO CONFIRM EXACT DIMENSIONS.
4. REFER TO PAVING PLAN FOR PAD INFORMATION.
AGREEMENT, INSTALLED BY GENERAL CONTRACTOR. REFER TO RESPONSIBILITY MATRIX.
(MUTCD)" PUBLISHED BY THE FEDERAL HIGHWAY ADMINISTRATION (FHWA) FOR SIZE, COLOR AND
4. CONTRACTOR TO USE LEVELING NUTS &GROUT TO LEVEL LIGHTPOLE. POLE TO BE PLUMB AND
i
R. BAKER
4. REFER TO ARCHITECTURAL PLANS FOR BOLLARDS AT DUMPSTER ENCLOSURE.
DIMENSIONS.
TRUE.
5. REFER TO GRADING PLAN FOR ELEVATIONS.
.
SCALE
#CK-175
CONCRETE PAVEMENT JOINT DETAIL
NOT TO SCALE
#CK-180
"��COVER DETAIL
4 & 6 BOLLARD WITH
NOT TO SCALE
#CK-185
BOLLARD MOUNTED ADA SIGN DETAIL
NOT TO SCALE
# CK-190
LIGHT POLE BASE DETAIL
NOT TO SCALE
•
AS SHOWN
REVISED: 2020-06-18
REVISED: 2020-11-13
REVISED: 202t�-06-18
REVISED: 2020-06-18
HEAVY LIGHT
DUTY DUTY HEAVY STANDARD
1'-811
�-- 2'-2" �
2" DIA. STEEL PIPE BIKE RACK,
PRIMED AND PAINTED
DESCRIPTION RIPTION AND SIZE
SIGN; REFER TO #. C0029-SVD
P SIZE: 24" X 30"
•
Ll�
V-4
DUTY DUTY RODUCT
INFORMATION It MATERIAL: 0.080" ENGINEERING GRADE
c~n 24 REFLECTIVE ALUMINUM
O LAMINATE: NONE
N 2 1/2" CONT. STEEL PLATE, LL SEATING MOUNTING HOLES: FOUR 1/4" HOLES
PRIMED AND PAINTED, WELD TO O 9 LONG 2.375 O.D. FOR (ONE IN EACH CORNER)
STEEL PIPE. o RUST -PROOF CIRCLE K PACKAGING: SOLD INDIVIDUALLY
!-- ROUND CUSTOMERS STOCK HEADERS: C0029-RED BORDER
O GALVANIZED POST 30 ONLY SIGN LAYOUT: SIGN WITH TEXT ONLY
,. zo
ANTI -GRAFFITI OVERLAMINATE: NONE
4„ CONC. PAVING ON 4 A.B.C. FINISHED NO SMOKING MOUNTING OPTIONS: FOUR 1/4" HOLES
GRADE NO LOITERING (ONE IN EACH CORNER)
ELI =1 ICI I I•..I I ICI I I I Lia 11=1 I ICI I ICI I I=I 11=1 I I 0
X � X .� � � � I=11 � ,' 1. CUSTOM COPY (LARGE COPY):
�`�°�'��`�\ COMPACTED SUBGRADE TO 1/2" EXPANSION > • SEATING FOR CIRCLE K CUSTOMERS Q
>>)\�\
% '� 98% DRY DENSITY, AASHTO BOLT AT 26" O.C. 36 MINIMUM OR AS ONLY z
SUBGRADE TO �'��� ���n/ � ��� --� _ • NEEDED PER LOCAL 2. CUSTOM COPY A N '-' COMPACTED(SM LLER COPY): NO J
98% DRY DENSITY, AASHTO T-180 In
2" DIA. STEEL PIPE BIKE • •° • SOIL TYPES
�� RACK, PRIMED AND PAINTED SMOKING NO LOITERING z
DESIGN ADJUSTMENT: WE WILL ADJUST ,--! 1--1
cy-
T-1 2 1/2" CONT. STEEL PLATE, ! j 1'-6" MIN. 0,_3„ YOUR DESIGN FOR BEST APPEARANCE. s U
PRIMED AND PAINTED, � , NOTES: (,
WELD TO STEEL PIPE. ® 1. MOUNT SIGNS TO POST WITH GALVANIZED OR CADMIUM PLATED 5/16" DIAMETER STEEL BOLTS, NUTS, J I--- m
IN ASPHALT PAVEMENT SECTIONS CONCRETE PAVEMENT SECTIONS AND WASHERS. PROVIDE AND INSTALL POST, SIGN, AND 5/16" NYLON WASHERS BETWEEN BOLT HEADS Q H O J
AND SIGN FACE TO PROTECT FINISH.
' NOT TO SCALE NOT TO SCALE Ff- 2'-2° "j z Z H
# CK-1 98 # CK-199 w Q
BIKE RACK DETAIL (TYPICAL OF 2) CUSTOMER ONLY SEATING SIGN DETAIL U) E--
REVISED: 2020-06-18 NOT TO SCALE REVISED: 2020-06-18
NOT TO SCALE z Q Z W
3.0" S9.5C L J o
U
J J W 0
4.0„ 119.00
00 z
`t o aC
I
4.0" B25.0C _ Q cn
ui
Q z O
U z Z
i COMPACTED SUBBASE 0
oC < z
z
1
NCDOT ASPHALT 0 �
> NOT TO SCALE
' NOTES:
1. PREPARING, GRADING, SHAPING, AND COMPACTION OF SUBGRADE SOILS SHOULD BE PERFORMED IN ACCORDANCE WITH DIVISION 5, SECTION 501 OF THE NCDOT STANDARD SPECIFICATIONS FOR ROADS AND z
' STRUCTURES (2018). PREPARING, GRADING, SHAPING, AND COMPACTION OF AGGREGATE BASE COURSE (CABC) STONE SHOULD BE PERFORMED IN ACCORDANCE WITH DIVISION 5, SECTION 520 OF THE NCDOT
STANDARD SPECIFICATIONS FOR ROADS AND STRUCTURES (2018). PLACEMENT AND COMPACTION OF THE BITUMINOUS CONCRETE SHOULD BE PERFORMED IN ACCORDANCE WITH DIVISION 6, SECTION 600 OF THE
' NCDOT STANDARD SPECIFICATIONS FOR ROADS AND STRUCTURES (2018). PROPER SUBGRADE COMPACTION, ADHERENCE TO THE NCDOT SPECIFICATIONS, AND COMPLIANCE WITH PROJECT PLANS AND
SPECIFICATIONS ARE CRITICAL TO THE PERFORMANCE OF THE CONSTRUCTED PAVEMENT.
� 2. CONTRACTOR MAY CHOOSE TO INSTALL INTERMEDIATE COURSES OF PAVEMENT TO STABILIZE THE SITE DURING CONSTRUCTION AT NO ADDITIONAL COST. CONTRACTOR IS RESPONSIBLE FOR DETERMINING THE W
i ADEQUATE THICKNESS REQUIRED FOR INTERMEDIATE PAVING. INCREASES IN THE DESIGN PAVEMENT SECTION TO FACILITATE INTERMEDIATE PAVING SHALL BE PROVIDED AT NO ADDITIONAL COST.
3. CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIRING ANY DAMAGES TO SUBGRADE, INSTALLED BASE COURSE AND/OR INTERMEDIATE PAVING PRIOR TO PLACING SUBSEQUENT PAVEMENT LIFTS AT NO V
' ADDITIONAL COST.
i
i 4. CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING PAVEMENT DURING ALL PHASES OF WORK. THE FINAL SURFACE OF PAVEMENT SHALL BE FREE OF ALL DEFECTS OR DAMAGE.
i u
i
5. PER'GEOTECH REPORT (NUMBER #22:28078) BY ECS SOUTHEAST, LLP DATED JULY 9, 2019 AND CLIENT PREFERENCES,
JOB No.
PRELIMINARY - NOT RELEASED FOR CONSTRUCTION
37630.054
n
ALL CONSTRUCTION TO BE IN ACCORDANCE WITH ALL NEW HANOVER COUNTY, CAPE FEAR SHEET No.
# CK-1 70 PAVEMENT SECTIONS DETAIL PUBLIC UTILITY AUTHORITY, NCDEQ, AND NCDOT STANDARDS, SPECIFICATIONS, AND DETAILS
REVISED: 2020-06-18 NOT TO S
7.3
S9.5B - SUPERPAVE
SURFACE COURSE
2 0"
N/A
1-19.0B - SUPERPAVE
2,5"
N/A
INTERMEDIATE COURSE
CRUSHED AGGREGATE
8.0"
N/A
BASE COURSE (ABC)
PER 520 NCDOT
STANDARD SPEC.
CONCRETE (4,000 PSI
W/ MEDIUM BROOM
8.0" W/ 6X6
W1.4XW1.4
6.0" W/ 6X6
W1.4XW1.4
FINISH)
W.W.F.
W.W.F.
CRUSHED AGGREGATE
6.0"
6.0"
BASE COURSE (ABC)
PER 520 NCDOT
STANDARD SPEC.
0
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m
0
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m
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L-

PROVIDE COLORED CONCRETE WITH
1/4 WIDE x 3/4 DEEP SCORED GRID PATTERN
AT 18" CENTER INGREE/EGRESS POINT AND
PEDESTRIAN WALKWAYS ( O CLIFFSIDE BROWN
N W
6804 BY: DAVIS # V COLORS OR SIMILAR
).
a19
) 2'-611 FULL DEPTH SEMI -RIGID
JOINT FILLER OVERFILL
if v AND SHAVE FLUSH
18 x 18
SCORE LINE
COLORED SCORED CONCRETE INTERIOR FILLED JOINT DETAIL COLORED BAND TO BE DRILLED AND
--j WIDTH PER PLAN VIEW f -- DOWELED INTO SIDEWALK AND
PARKING STALL CONCRETE. DOWELS
Q @ @o @o STAGGERED AT 4'-0" INTERVALS
O O O O PAINTED YELLOW CONFIRMING TO COLORED CONCRETE TO
FS 33538 AND ADA REQUIREMENTS COMPLIMENT EXTERIOR ELEVATION
TAPERED EDGES COLOR. (TBD BY OWNER)
2'-6" �0 0 0 ,HT
0.65 HEIGWHERE EXPOSED
APART © O @O A
SECTION A
O �
1.6"-2.4" APART 50%-65% OF THE BASE DIAMETER AT TOP
0.9-1.4" AT BASE
TRUNCATED DOME AND DETECTABLE WARNING SURFACE
C-STORE ACCESSIBILITY
FRONT ENTRANCE
PARKING SIGN; REFER
TO _ 5
AIL 18
ar m ..3�
�• wr w.a... � m�a '".ss�itii%iin «:rc azYrxr xz. aae� �. l 1. io��:xai 6•: m
2 , Qom„., j.__. ...
SCRIBE LINE
REFER
,µ,TO FLANS . • �� ...
h
BOLLARD; REFER a ,£
TO DETAIL CK-180 'F :;.
�.0 '.. o 7, or,Ua� 9 �. s iY S �s - �"� a � tip �I '`f~^ ✓ ,
5.
}�
1 2'-6" 2'-0" 5'-0" (TYP. )
BOLLARD AND
CONTROL FINISH T.O.C. PER
JOINT SPACING CIVIL GRADES
SLOPE CONCRETE AWAY
FROM DISPENSER ON ALL SIDES
i
DISPENSER (TYP.
CANOPY COLUMN �TYP.�
BOLLARDS TYP.'
1-1/2" HIGHER SLOPE CONCRETE
MAX THEN T.O.C. DISPENSER AWAY FROM SUMPS ON
FLANGE ALL 4 SIDES
0" FLUSH 1:12 SLOPE MAX 1:12 SLOPE MAX
CURB
DETECTABLE ' ' .. .
WARNING �.. �. o
SURFACE °� . ,. �. '4 l
r1I A . , ! ,. r. A . ACCESS AISLE
NOTES:
1. REFER TO DEDICATED DETAILS FOR BOLLARDS, BOLLARD MOUNTED ADA SIGNS, AND ADA STRIPING.
2. REFER TO SITE PLAN FOR STRIPING DIMENSIONS.
3. CENTER BOLLARDS ON ADA STRIPING.
ff UN- �y� CONCRETE BAND AND BOLLARD SPACING DETAIL
REVISED: 2020-06-18
NEENAH R-6013 THRU R-6099
THREADED PVC CLEAN PER THE SIZE OF PIPE AS SPECIFIED ON CIVIL BUILDING
OUT PLUPANS ' INTERIOR G -
FINISH GRADE: GRADE _... 1" IN GRASSY AREA
SURFACE AWAY FROM
0" IN PAVED AREA
CLEAN OUT
6" MIN. 4,000 PSI
ADJUSTABLE
HEAD
CONCRETE COLLAR
12"
12"
NOTES:
1. REFER TO APPLICABLE
• SIZE OF
RISER PIPE PER LOCAL
DETAIL FOR BACKFILL AND
I I I
CODES
CONCRETE SLAB ON GRADE
BEDDING INSTRUCTIONS.
45DEGREE BEND
4�
Caa
�i�'
{3
a.
1 .
,.,
�'
%
�/
CRUSHED STONE
`.
INLET PIPE a
z
mow+
/ �
PER LOCAL CODES
\ \ i
r-�
FROM ROOF
.� WYE
00
///, 0
'tom
DRAIN
€�
�� � �
� �
_ FLOW DIRECTION
\
—
—_—
—
-�
CONCRETE STEM WALL `
\
—
—
AND FOOTING; REFER TO
STRUCTURAL PLANS
0
- o
0
M
Q
N
O
N
N
co
M
c
0
0
REFER TO CIVIL PLANS FOR PIPE SIZE, TYPE, AND PLUG WYE IF SERVICE LATERAL
ELEVATION DOES NOT CONTINUE
# CK-210 STORM DRAIN CLEANOUT DETAIL
1:1111007110m
BUILDING; REFER TO
ARCHITECTURAL PLANS
ROOF DRAIN LEADER;
REFER TO PLUMBING
PLANS FOR SIZE
FINISHED GRADE
ROOF DRAIN; REFER TO
CIVIL PLANS FOR SIZE
AND DEPTH
REFER TO PAVING
PLANS FOR PAD
THICKNESS
DISPENSER ELEVATION VIEW
NOTES: SUMP
1. REFER TO PETROLEUM PLANS FOR ADDITIONAL DETAIL ON SUMP AND DISPENSER
ATTACHMENT.
2. REFER TO CONCRETE PAVEMENT JOINT DETAIL.
# CK-20 DISPENSER SUMP DETAIL
r% A nnrr% w A A r%IZr-ram r lMr-
' BEDDING AND COMPACTION PER SPECIFICATIONS
NATIVE
SOIL
18"
12" MIN.
_T7
<. 24" MIN.
NOTE:
NOTES: 1. SLEEVE INSTALLER SHALL BE RESPONSIBLE TO LOCATE SLEEVES IF NOT PROPERLY INSTALLED.
1. FOR ADDITIONAL INFORMATION, REFER TO ARCHITECTURAL, PLUMBING, AND STRUCTURAL PLANS z_ SIZE PIPE TO ACCOMODATE IRRIGATION PIPING. 2" MIMIMUM DIAMETER.
3. ALL JOSNTS TO BE SOLVENT WELDED AND WATERTIGHT.
C K-212 BUILDING ROOF DRAIN CONNECTION # CK-230 IRRIGATION SLEEVING DETAIL
REVISED: 2020-06-18 NOT TO SCALE REVfBED: 2020-06-18 NOT TO S
� YACHT QUALITY
� SLOTS ALLOW FOR EXTERIOR;
VERTICAL ADJUSTMENTS HINGED LID
1/2" R � I I I I �Y � INSULATION CONTINUOUS
� HINGE ON REAR
FINISH GRADE 6" 24" 6N
A 3" R
6
a A d4 A'
4"
4 4 v a
Aas d
#3 TIES @ 16" O.C. --/
COMPACTED SUBGRADE
543 REBAR,
CONTINUOUS
MINIMUM STRENGTH 3500 PSI AIR
ENTRAINED CONCRETE
CONCRETE FLUME DETAIL
NTS
C= ��NYLOCK NUT
WEDGE ANCHOR W/
FLAT WASHER & NUT
LID SEAM
r SINGLE ANCHOR DETAIL LOCKABLE HASP J � DRAINPORT (TYP) LARGE FLIP TOPS WILL GET AND STABLE FLANGE
DOUBLE ANCHOR (NOT SHOWN) FIBERGLASS FLIP TOP ENCLOSURE
HOT BOX CATALOG NUMBER
TYPE
STYLE
WIDTH
LENGTH
HEIGHT
COLOR
OPTIONS
LIGHTS
FANS
ALARMS
H-HEATED
F-FLIP TOP FIBERGLASS
W-WHITE (SAIL)
N/A
N/A
N/A
* GC TO SIZE; REFER TO NOTE 2
OTES:
1. PROVIDE AN ABOVE GROUND HEATED HUBBELL FLIP -TOP FIBERGLASS HOT BOX ENCLOSURE, HB MODEL, F
PART NUMBER, COLOR = WHITE (SAIL).
2. SIZE EACH ENCLOSURE TO ACCOMODATE INDIVIDUAL APPLICATION.
3. USE AN ALTERNATE ENCLOSURE ONLY IF REQUIRED BY JURISDICTION AND APPROVED BY CONSTRUCTION
MANAGER.
4. SLAB SIZE SHALL BE 9" LARGER THAN ENCLOSURE EXTERIOR DIMENSIONS AND 4" THICK MINIMUM.
5. ENCLOSURE SHALL BE ASSEMBLED PER THE MANUFACTURERS INSTRUCTIONS.
HOT
BOX
DETAIL
PRELIMINARY - NOT RELEASED FOR CONSTRUCTION
THREADED PVC CLEAN HEAVY DUTY COVER W/ LETTERS "C.O." CAST
OUT PLUG ,
a: •".
FINISH GRADE; GRADE �$� d ••"'v.::a 1" IN GRASSY AREA
SURFACE AWAY FROM 0" IN PAVED AREA
CLEAN OUT
ADJUSTABLE HEAD I4" MIN. 4,000 PSI
CONCRETE COLLAR
12 _
NOTES:
1. REFER TO APPLICABLE DETAIL -_---- SIZE OF RISER PIPE PER LOCAL
FOR BACKFILL AND BEDDING `I I I CODES
INSTRUCTIONS.
2. FOR PRIVATE PROPERTY ONLY. 45 DEGREE BEND
0 00 O
0 �0 0000 �00�/ � � 0�0�0O
0 0 o 4/ / 0 Do CRUSHED STONE
c_ PER LOCAL CODES
o c U 0 is (� 0� 0
� G 00 Q 0
WYE 0 �0 0 // fx 0 0 00 00 0 0
O 0 /�0 o o 00
co 0 00 —WON FLOW DIRECTION
Ci 0 O 0 0 � C)
00 0 000 00 O 0 � o 0 � 0
REFER TO CIVIL PLANS FOR PIPE SIZE, TYPE, AND PLUG WYE IF SERVICE LATERAL
ELEVATION DOES NOT CONTINUE
## CK-205 PRIVATE SANITARY SEWER CLEANOUT DETAIL
REVISED: 2020-06-18 NOT TO SCA
MAIN SUPPLY, LATERAL, AND MAIN LATERAL LOW -VOLTAGE 120 VOLT
LOW VOLTAGE WIRING SUPPLY LINE WIRING WIRING
8"
,� � ' � �� �� � � ,, ,�� ��, �
12" 12" ! 12" r 12' '� � 12"
18 r
TUBING OR LATERAL , TRACKING
WIRING y --- --- MAIN WIRE#14-1 r i�
,'� • LINE (YELLOW) „
ALL 120 VOLT
y y y Y y
y y y y y y y y y y y 2„ y WIRING TO BE
INSTALLED IN
y y W y MINIMUM y
• y
y
y y •Y y
•Y W W
y •Y V•
`Y W •Y y
J• y W •
TAPE AND
BUNDLE TUBING
OR WIRING AT 20
INTERVALS.
d• y y
V y •Y Y .
W W y W y
y y
ALL MAIN W
SUPPLY LINES
TO BE
INSTALLED IN
ACCORDANCE
WITH
MANUFACTURER'S
INSTALLATION
SPECIFICATIONS.
ACCORDANCE
WITH LOCAL
CODE.
TIE A LOOSE 20"
LOOP IN WIRING AT
ALL CHANGES OF
DIRECTION GREATER
THAN 300. UNTIE ALL
LOOPS AFTER ALL
CONNECTIONS HAVE
BEEN COMPLETED
NOTE:
1. CONTRACTOR TO COMPLY WITH ALL LOCAL CODES AND ORDINANCES IN REFERENCE TO
THE INSTALLATION OF PVC PIPING AND LOW VOLTAGE WIRING.
# CK-23 IRRIGATION TRENCHING DETAIL
I
RIP F
S
# CK-21 DOWNSPOUT TO DAYLIGHT DETAIL
ALL CONSTRUCTION TO BE IN ACCORDANCE WITH ALL NEW HANOVER COUNTY, CAPE FEAR
'UBLIC UTILITY AUTHORITY, NCDEQ, AND NCDOT STANDARDS, SPECIFICATIONS, AND DETAIL
i
i
;•��a� aF ES S
1
SEAL
225
LINE
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METER SETTER
WITH STAINLESS
STEEL STIFFENERS 5/8"x3/4" METER
OR 1 METER
SINGLE METER BOX
1" LINE
SINGLE
SERVICE '""4
1
18"
CORPORATION STOP CURB STOP
WITH STAINLESS
STEEL STIFFENERS
PLAN I
METER SETTER (CTSxCTS)
PAVED METER BOX I
STREET I
2" EXISTING
GRADE
6" MIN.
BEDDING, _ 9" MAX.
AS SPECIFIED= �--
4 1" SERVICE LINE,
sx CURB STOP
BY CUSTOMER
30" :..; 'I 3" CLEAN FILL ALL AROUND LINE
1" SERVICE LINE. CTS-PE TUBING,
WATER MAIN SDR 9 ASTM D2737 (TYP.)
CORPORATION STOP (SEE ABOVE)
SECTION
NOTES
1. NO JOINT SHALL BE INSTALLED BETWEEN THE MAIN SERVICE TAP AND THE METER
STOP. ALL SERVICES SHALL BE INSTALLED PERPENDICULAR TO MAIN.
2. SERVICE SADDLES ON PVC MAINS SHALL BE WIDE BAND BRASS BODY.
3. METER BOXES SUBJECT TO TRAFFIC LOADS SHALL CONFORM TO ASTM A48, CLASS
30BAND AASHTO H2O LOAD RATING STANDARDS.
4. WATER SERVICE LINE SHALL TERMINATE 18" WITHIN RIGHT-OF-WAY LINE,
5. WATER METER BOXES ARE TO BE A MINIMUM OF 5 FEET FROM THE PROPERTY
CORNER.
6. SERVICE PIPING AND METER SETTER TO BE CENTERED IN THE METER BOX.
DETAIL: DETAIL NO:
SINGLE WATER SERVICE CONNECTION - CAPE FEAR PUBLIC UTILITY AUTHORITY W"'�
TYPICAL. SHORT -SIDE CONNECTION 235 GOVERNMENT CENTER DRIVE
SCALE: NOT TO SCALE CFPUA DETAIL DATE: WILMINGTON, NC 28403 SHEET NO:
OFFICE: [phone]
01 /01 /20
CFPUA REV. No: 2 Stewardship, Sustainability. Service.
/--FINAL GRADE j-FINAL GRADE
c x\
COVER
CL II\ `E\'
GREATER
THAN OR
3 '``` �\
EQUAL TO 12 FT.
�..
<L k
6" IN.
CL II
CL I
-4
SEWER 0 D
CL II/III
x��"-.\ ,
COVER
BETWEEN
6- 12 FT.
6" MIN>
SEWER O.D.
-I\
WATER O.D.
=3 FORCE MAIN O.D.
CL I
4" MIN.
f 4IN,
`Z
1/2
TYPE A TYPE 0 O.D.
r- FINAL GRADE
COVER
BETWEEN
3-6 FT.
r FINAL GRADE
COVER
BETWEEN
3--6 FT.
SERVICE LINES O.D.
(1"-4" NOMINAL)
3" MIN,
1/ - j
TYPE C O.D. TYPE S
QOhdP6QIIQN NMI
1. ALL ZONES: 95% STD EFFORT PER ASTM D698, EXCEPT AS STATED IN COMPACTION NOTE 2.
2. 12" SUBGRADE UNDER PAVEMENT: 98% STD EFFORT PER ASTM D698.
DETAIL: DETAIL NO:
PIPE EMBEDMENT TYPES CAPE FEAR PUBLIC UTILITY AUTHORITY W-4
235 GOVERNMENT CENTER DRIVE
SCALE: NOT TO SCALE CFPUA DETAIL DATE: WILMINGTON, NC 28403 SHEET NO:
OFFICE: [phone]
01 /01 /20
CFPUA REV. No: 2 Stewardship. Sustainability. Service.
CL I
SEWER O.D.
WATER O.D. CL I/II
;CE MAIN O.D.
4" MIN.
OTHER -�-- PAVED AREA
HERE
24" C.I. MH
MANHOLE INSERT
W
AT GRADE OR IN PAVE
FRAME & COVER
TOP TO
BE FLUSH WITH STREETS,
TYPE S MORTAR
WALKS
OR RESIDENTIAL AREAS,
FINISHED GRADE/-2"ASPHALT
4"
BASE
BRICK OR
INTERNAL LINING SYSTEM
PRECAST LEVELING
24"
WERE INDICATED BY DRAWINGS
RINGS
(8" MAXIMUM)
x.
5" MIN.
WALL THICKNESS
" MH STEP
PRE CAST ECCENTRIC TOP
FOR
4' DIA. BARREL
(TYP)
GROUT INSIDE & OUTSIDE
6" MIN.
WALL THICKNESS
WITH APPROVED
FOR
5' DIA. BARREL.
NON -SHRINKING GROUT
NON -SHRINK
.
16
6`
MANHOLE COATINGS
GROUT OR
.:
;-.
PER DRAWINGS AND
FLEXIBLE.
:�'p
SPECIFICATIONS
JOINT WRAP
(EXTERIOR)
s.. a. s
NON -SHRINK
k�
MANHOLE IN ACCORDANCE
C478
GROUT
:p
p
WITH ASTM
FLEXIBLE
(INTERIOR}
`\\'\"
'?
z:, PRECAST BARREL SECTIONS
JOINT SEAL
'
{4 LENGTH MAX.}
TYPICAL FOR
`/� /.\�:
;s,
\\\\
ALL JOINTS
' �\\}�
��
�s.
�\\ �'
6 EXT. BASE FOR 4
\\\
DIA. MH; 8" EXT.
SLOPE BRICK
BASE FOR 5' DIA.
"
SLOPE=1 /FT
AND TYPE "S"
MORTAR-
MH. MONOLITHICALLY
SLIDE CAST WITH BASE
SECTION. EXTENDED
BASE NOT REQ'D FOR
THE DIA,;,'
d:$:
MANHOLES LESS
OF LARGEST
I
=
;�
THAN 8' DEEP
SEWER PIPE
r 6" MIN.
I '
Q CAST IN RUBBER BOOT WITH SST. CLAMPS
l (TYP. ALL MH CONNECTIONS)
. I EXTENDED BASE,
AS SPECIFIED
A A:" - `=
�Q :SLOPE
(TYP) 7 % FLOW
,n
4/4 PIPE DIA.
. •, ,
..` SMOOTH, LONG SECTION A -A
RADIUS BENDS
W, j NO JOINTS FOR PIPE
J i WILL BE ALLOWED IN
. WALL SECTION
3" MIN. \\\\\\ \
„� 3,000 PSI CONCRETE
COMPACTED SUBGRADE 6 MIN, STONE 28 DAY STRENGTH FOR
BEDDING FOUNDATION BENCH
1. FOR MANHOLES UP TO 12 FEET IN DEPTH MINIMUM BARREL DIAMETER SHALL BE 4 FEET.
MANHOLES GREATER THAN 12 FEET IN DEPTH SHALL BE A MINIMUM OF 5
FEET IN DIAMETER.
2. PROVIDE A MINIMUM DISTANCE OF SIX (6) INCHES BETWEEN EDGE OF MANHOLE CORE HOLES
AND MANHOLE BARREL JOINTS. PROVIDE A MINIMUM OF SIX (6) INCHES BETWEEN EDGES OF
CORE HOLES. CORING THE MANHOLE CONE IS NOT ALLOWED.
3. ALL MANHOLE MAIN LINE AND SERVICE PIPING TO BE INSTALLED AT A MINIMUM OF CROWN
TO CROWN OF THE LARGEST DIAMETER PIPE.
FOR LESS THAN 30" INSIDE DROP
DETAIL: DETAIL NO: DETAIL:
PRECAST CONCRETE
MANHOLE SECTION - CAPE FEAR PUBLIC UTILITY AUTHORITY S-1 MANHOLE FLOOR PLAN
ECCENTRIC CONE 235 GOVERNMENT CENTER DRIVE
SCALE: NOT TO SCALE CFPUA DETAIL DATE: WILMINGTON, NC 28403 SHEET NO: SCALE: NOT TO SCALE CFPUA DETAIL DATE:
OFFICE: [phone]
01/01/20 01l01i20
CFPUA REV. No: 2 Stewardship. Sustainability. Service. CFPUA REV. No: 2
10
FLOW I-SFWFR MAIN
WYE
6" MIN. --
L
12"
DIA,
6>,
BEDDING, AS
SPECIFIED
TRENCH PLAN
WIDTH
4" OR 6" DIA. X Ye -
BEND MAXIMUM LONG
SWEEP VARIABLE SLOPE
PER FT MIN.
SEE DETAIL S-10 FOR
SERVICE CONNECTION
UNDISTURBED EARTH - SHAPE TO
PROVIDE UNIFORM BEARING FOR Y4
' OF BARREL CIRCUMFERENCE
%\ 2
4" OR 6" DIA. SCH, 40, SOLVENT WELD
MAX. SLOPE TO BE LESS THAN 1:2 WHEN
NECESSARY TO SECURE BEDDING IN
UNDISTURBED EARTH MIN. SLOPE Y4' PER FT.
COMBINATION WYE
MATERIAL TO BE SAME AS THE MAIN
(C-900 OR DIP)
BARREL SIZE TO BE CALLED FOR ON THE
DRAWINGS, OR AS OTHERWISE SPECIFIED
SECTION
NNE:
1. FOR PRIVATE 8" SERVICES, MANHOLES ARE REQUIRED FOR CONNECTION TO
SYSTEM AND AT THE PROPERTY LINE, WITH REQUIRED EASEMENT.
2. ALL SERVICES CONNECTING INTO DUCTILE IRON MAINS SHALL BE
CONSTRUCTED OF DIP, WITH PROTECTIVE LINING,
DETAIL NO:
CAPE FEAR PUBLIC UTILITY AUTHORITY S-5
235 GOVERNMENT CENTER DRIVE
WILMINGTON, NC 28403 SHEET NO:
OFFICE: [phone]
Stewardship. Sustainability. Service.
AT THE T IN R/W, OR
INSIDE EASEMENT w/
CFPUA APPROVAL
"C/O" SHOWN ON LID LANDSCAPE TIMBER TO
THREADED PLUG W/ MARK CONNECTION
2" SQUARE NUT ON CAP 2,-0„
GRADE 18" MIN.
8" AIR GAP I
CLEAN 4'-O" MINIMUM DESIGN ENGINEER
OUT BOX TO VERIFY IF SUFFICIENT
FEMALE W/ LID FOR EACH SERVICE
ADAPTER FOR LESS THAN 4'-0" DEEP
SPECIAL PRIOR APPROVAL
ONE PIECE 4X4 4" BY CFPUA IS REQ.'D.
OR 6X6X4 STACK
COMBINATION -� I
5//' . .
PIPE MATERIAL:
SCH. 40,
SOLVENT WELD PVC 1120
ASTM D-1785
�- VARIABLE SLOPE
X" PER FT MIN.
18" LG. NIPPLE
& GLUED CAP
NOTES:
1. FOR PRIVATE 8" SERVICES, MANHOLES ARE REQUIRED FOR CONNECTION TO
SYSTEM AND AT THE PROPERTY LINE, WITH REQUIRED EASEMENT.
2. CLEANOUTS SHALL BE LOCATED A MINIMUM OF 12 FEET FROM ALL PROPERTY
CORNERS.
COMBINATION
WYE
SEWER MAIN
• 45' ELBOW
BEDDING l- LATERAL
(SEE WS--4)
TRENCH � PLAN
WIDTH
\� MIN. 4' DEEP
MIN. SLOPE
Y4" PER FT. SEE DETAIL
1'-6" MINIMUM, S-10
4" OR 6" DIA.
SCH. 40 4" OR 6" DIA, x 45"
SOLVENT WELD BENDS LONG SWEEP (2X)
4" OR 6" DIA.
SCH, 40 SOLVENT WELD
4" OR fi" DIA. x Y8' BEND
fi" MIN.
MAXIMUM LONG SWEEP
4" OR fi" DIA. PIPE OF SUFFICIENT
LENGTH TO PERMIT PLACEMENT OF
12.:\\: RISER IN UNDISTURBED SOIL AND
3 ! TO PROVIDE CONVENIENT LOCATION
\\; OF CLEAN OUT
DIA. \�� *b \ \ COMB. WYE MATERIAL TO BE SAME
6" E AS THE MAIN (C--900 OR DIP)
CRUSHED STONE BEDDING, BARREL SIZE TO BE CALLED FOR ON
2' EACH SIDE OF LATERAL PLANS, OR AS OTHERWISE SPECIFIED
SECTION
NOTES:
1. SPECIAL CARE SHALL BE TAKEN DURING BACKFILL OPERATIONS. THE RISER SHALL
BE PLUMB AND TRUE AT ALL TIMES, AND REST ON FIRM, STABLE FOUNDATION.
2. FOR PRIVATE 8" SERVICES, MANHOLES ARE REQUIRED FOR CONNECTION TO
SYSTEM AND AT THE PROPERTY LINE, WITH REQUIRED EASEMENT.
3. ALL SERVICES CONNECTING INTO DUCTILE IRON MAINS SHALL BE CONSTRUCTED OF
DIP, WITH PROTECTIVE LINING.
4. 1'-6" MINIMUM NIPPLE SPACING BETWEEN FITTINGS.
DETAIL: DETAIL NO:
SEWER SERVICE CONNECTION- MAIN TO CAPE FEAR PUBLIC UTILITY AUTHORITY
LATERAL (GREATER THAN 8' DEEP) 235 GOVERNMENT CENTER DRIVE S-12
SCALE: NOT TO SCALE CFPUA DETAIL DATE: WILMINGTON, NC 28403 SHEET NO:
OFFICE: (910}332-6560
01101/20 -►
CFPUA REV. No: 2 Stewardship. Sustainability. Service.
FLUSH COVER BLACK
"WATER METER" NON-SKID
3" IN AMR RECESS WATER METER TREAD
LOCKING LID PATTERN
3 3/8" DIA
RECESSED
LIP ----
2" DIA • •RECESSED INSERT
FOR ORION ME
TRANSMITTER'
18" METER BOX
2" POLY LINE
SDR 9 ASTM D2737
VALVE BOX
LID MARKED WATER---
2" GATE VALVE; OPEN LEFT
WITH 2" SQUARE NUT
2" SADDLE (SEE NOTES 1 & 2
WATER MAIN
BEDDING AS SPECIFIED
EXISTING
GRADE
18" MIN,-----�-1
IW
6" MIN, Coe w
F 9" MAX, a
1 1 /2" OR 2" METER
METER SETTER
12" MAX. (SEE NOTE 6 & 7)
2" CTS POLY
(1) 2" MIP COMPRESSION ADAPTER
2" NIPPLE; BRASS
OR SS
24" .
MAX.
NOTES:
1. WATER SERVICES SHALL BE INSTALLED PERPENDICULAR TO MAIN AND TERMINATE 18" INSIDE THE
RIGHT-OF-WAY LINE.
2. SERVICE SADDLES ON PVC MAINS SHALL BE WIDE BAND BRASS BODY.
3. METER BOXES SUSCEPTIBLE TO TRAFFIC SHALL CONFORM TO ASTM A48, CLASS 30B AND AASHTO
H2O LOAD RATING STANDARDS.
4. NON -TRAFFIC METER BOXES SHALL BE PER CFPUA STANDARD MATERIAL.
5. 3" CLEAN FILL REQUIRED ALL AROUND 2" POLY SERVICE LINE.
6. 1 1 /2" METER - NL METER SETTER SHALL BE PER CFPUA STANDARD MATERIAL.
7. 2" METER - NL METER SETTER SHALL BE PER CFPUA STANDARD MATERIAL.
8. WATER METER BOXES ARE TO BE A MINIMUM OF 5 FEET FROM THE PROPERTY CORNERS.
9. SERVICE PIPING AND METER SETTER TO BE CENTERED IN THE METER BOX.
DETAIL: DETAIL NO: DETAIL: DETAIL NO: DETAIL: DETAIL NO:
SEWER SERVICE CONNECTION - CAPE FEAR PUBLIC UTILITY AUTHORITY �+�� SEWER SERVICE CONNECTION - CAPE FEAR PUBLIC UTILITY AUTHORITY e,� COMMERCIAL WATER SERVICE - CAPE FEAR PUBLIC UTILITY AUTHORITY
MAIN to LATERAL (LESS THAN 8 DEEP) 235 GOVERNMENT CENTER DRIVE S TYPICAL CLEAN -OUT 235 GOVERNMENT CENTER DRIVE S 3 1 1/2 OR 2-INCH METERS 235 GOVERNMENT CENTER DRIVE -3
SCALE: NOT TO SCALE CFPUA DETAIL DATE: WILMINGTON, NC 28403 SHEET NO: SCALE: NOT TO SCALE CFPUA DETAIL DATE: WILMINGTON, NC 28403 SHEET NO: SCALE: NOT TO SCALE CFPUA DETAIL DATE: WILMINGTON, NC 28403
OFFICE: (910}332-6560 OFFICE: (910}332-6560 OFFICE: (990}332-6560 SHEET NO:
01 /01 /20 01 /01 /20 01 /01120 ,.
CFI�UA REV. No: 2 Stewardship. Sustainability. Service. CFPUA REV. No: 2 Stewardship. Sustainability. Service. CFPUA REV. No: 2 Stewardship. Sustainability. Service.
'RELIMINARY - NOT RELEASED FOR CONSTRUCTIOI
ALL CONSTRUCTION TO BE IN ACCORDANCE WITH ALL NEW HANOVER COUNTY, CAPE FEAR
PUBLIC UTILITY AUTHORITY, NCDEQ, AND NCDOT STANDARDS, SPECIFICATIONS, AND DETAILS
CARO
SEAL
225
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O0910212020
DRAWN BY
A. MAY
DESIGNED BY
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. CHECKED BY
R. BAKER
SCALE
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PUMPING AND HOSE FIRE HYDRANT
CONNECTION EQUAL TO CFPUA
STANDARD WITH 5" STORZ
1' MIN./ CONNECTION FACING ROADWAY
18" MAX.
BREAK RING,
2'_ MIN./6" MAX. 00 24"x24%4" THICK
ABOVE FINISHED GRADE CONCRETE COLLAR
,\,�.
SCREW TYPE VALVE
BOX W/LID, LID
"
z COMPACTED � j' MARKED WATER
6" M.J. GATE VALVE
BACK FILL 2 MINIMUM DEPTH
(OPEN LEFT
\. (SEE NOTE 4)
�`�, SEE SEE NOTE 3
' NOTE 5
57 STONE FILL \ g� : - - �-.- .._..
�..
(7 CF
X x6
,3 .a 3' MIN. VARIES. "
w, wJ M J TEE
T ­7�DI PIPE
77 FIELD APPLIED JOINT RESTRAINT
(SEE NOTE 1)
NOTES
1. JOINT RESTRAINT SYSTEMS SHALL BE WEDGE ACTION STYLE FOR DI.
2. WHEN HYDRANT LEGS REQUIRE FULL LENGTH PIPE SECTIONS, OVER BELL RESTRAINT SYSTEM
SHALL HAVE 316 STAINLESS STEEL HARNESS AND FASTENERS.
3. CONTINUOUS 316 STAINLESS STEEL RODS (TEE TO VALVE AND VALVE TO HYDRANT) MAY BE
USED WITH COR—BLUE MJ T—BOLT AND GASKET KITS, AS AN ALTERNATIVE.
4. HYDRANT AND VALVE SHALL BE PLACED OUTSIDE DITCH LIMITS.
5. WEEP HOLES OPEN AND UNBLOCKED TO DRAIN.
6. MJ TEE SHALL BE RESTRAINED ON EACH SIDE OF MAIN PLUS MAIN VALVES, FITTING, OR
JOINTS WITHIN 10—FEET OF MJ TEE.
7. TRACING WIRE SHALL EXTEND ALONG HYDRANT LATERAL AND UP TO FINISHED GRADE WITH
2—FEET EXTENDED ABOVE THE BREAK RING OF HYDRANT.
DETAIL:
FIRE HYDRANT ASSEMBLY
SCALE: NOT TO SCALE CFPUA DETAIL DATE:
CFPUA REV. No: 2 01 f01 f20
12" OR SMALLER RESTRAINED JOINTS LENGTH
PVC OR DIP AS REQUIRED USING
WATER OR FIELD APPLIED SYSTEMS BY EBAA
FORCE MAIN IRON OR EQUAL (TYPICAL EACH SIDE)
15' MAX. 15' MAX.
STORM
DRAIN
/ f, weal'--�%i�
5 MAX COVER
U 1)IN.
ALL
SIDES FUSED HDPE
FUSED MJ ADAPTER CONTINUOUS 45° VERTICALBENDS. (TYP.)
KIT DRISCOPLEX OR FUSED
EQUAL WHERE HDPE
CONNECTING HEAVY LOAD
TO DIP METAL LOAD PLATE _ PRIMARY
OR PVC C-900 GASKET
(TYPICAL EACH END)
(SEE ADAPTER BUTT FUSION END 0 DIP R
D
COUPLING INSET) OF MJ ADAPTER
C-900 PIPE
.....- � . METAL
HDPE PIPE STIFFENER
GASKET RETAINER
HEAVY DUTY RETAINER STANDARD 316SS
GLAND RING T-BOLT
Q HDPE ADAPTER COUPLING INSET
N
0
N
NN :
N 1. MAY BE USED AS AN ALTERNATIVE TO CFPUA STANDARD DETAIL WS--10 (STORM
M
o CROSSING) WITH APPROVAL BY CFPUA. SHALL NOT BE USED FOR DITCH CROSSINGS.
2. NO SERVICE CONNECTIONS, VALVES, TEES, ADDITIONAL FITTINGS OR APPURTENANCES
SHALL BE INSTALLED ON HDPE.
n. 3. 45° VERTICAL BENDS MAY BE ELIMINATED IF OFFSET CAN BE ACHIEVED BY DEFLECTING
° PIPE WITHIN MANUFACTURER'S MAXIMUM BENDING RADIUS.
4. HDPE SHALL BE MINIMUM OF DR-11 (200 PSI), DIPS, PE 4710, BLUE POTABLE WATER
W MAINS AND GREEN SEWER FORCE MAINS. INSTALLATIONS IN PUBLIC RIGHT--OF—WAY ARE
o SUBJECT TO NC DOT REQUIREMENTS, WHICH MAY INCLUDE USE OF DR-9 HDPE.
5. 45° VERTICAL BENDS MAY BE FUSED BY SUPPLIER PRIOR TO DELIVERY TO SITE.
LO
6. THE HDPE CROSSING ASSEMBLY SHALL BE PRESSURE TESTED PRIOR TO ACTIVATING.
M
ABOVE GROUND PRESSURE TEST MAY BE ALLOWED WITH APPROVAL BY CFPUA.
DETAIL NO:
CAPE FEAR PUBLIC UTILITY AUTHORITY
�A —9
�F Y
235 GOVERNMENT CENTER DRIVE
WILMINGTON, NC 28403
SHEET NO:
OFFICE: [phone]
s
Stewardship. Sustainability. Service.
Q
i � {
a
INFLUENT
PIPE
El-OFLOWEEK
.I
SHAPE INVERT
0 1
i I
4
WEDGE ANCHORS
SST LOCKING
NUT/WASHER
SST PLATE
DROP PIPE � }
Y2" SST RODDING
TIGHTEN NUTS TO
HOLD DROP PIPE FIRM
Iry
AND IN PLACE (DO
NOT OVER TIGHTEN)
NOTE. ALL PARTS TO BE 316 SST.
DETAIL:
DROP MANHOLE FLOOR PLAN
DETAIL:
DETAIL NO:
AND STRAP DETAIL
PRESSURE MAIN AND CAPE FEAR PUBLIC UTILITY AUTHORITY
STORM DRAIN CROSSING-HDPE 235 GOVERNMENT CENTER DRIVE
SCALE: NOT TO SCALE CFPUA DETAIL DATE: WILMINGTON, NC 28403
OFFICE: (910)332--6560
WS"'l I
SCALE: NOT TO SCALE
CFPUA DETAIL DATE:
01/01/20
CFPUA REV, No: 2
SHEET NO:
01 f01 /20
CFPUA REV. No: 2 Stewardship. Sustainability. Service.
DETAIL NO:
CAPE FEAR PUBLIC UTILITY AUTHORITY
235 GOVERNMENT CENTER DRIVE
*7 V
WILMINGTON, NC 28403
SHEET NO:
OFFICE: [phone]
Stewardship. Sustainability. Service.
TRACER WIRE SHALL PENETRATE
VALVE BOX (MAX. HOLE SIZE r)
APPROXIMATELY 6" BELOW GRADE
WITH MIN. 2' EXTRA LENGTH COILED IN
THE VALVE BOX
TRACER WIRE
LOCATOR BOX
(1,000' MAX.
INTERVAL)
r,alzff A
ATTACH TRACER
WIRE TO
FITTING USING
ADHESIVE TAPE
(TYP.)
EXISTING GRADE
GATE VALVE
CASING INSULATORS TO
BE WITHIN 2'-0" OF
EACH END OF CASING
(TO KEEP PIPE
CENTERED IN CASING
AT ENDS)
SCREW TYPE
VALVE BOX SEAL EACH END OF
CASING WITH BRICK
AND TYPE S MORTARS
-WATER
MAIN/
LDUCTILE IRON
FORCE
MAIN
TEE FITTING.
�--- TRACER WIRE PIPE
ATTACH TRACER
WIRE USING
DUCTILE IRON CROSS
ADHESIVE
FITTING (ATTACH TRACER
TAPE (TYP)
WIRE USING ADHESIVE
TAPE)
'.'�INSTALL
DETECTION
TAPE
� ON ALL PRESSURE
PIPING
NOJE5
1. TRACER WIRE SHALL BE INSTALLED PER THE CFPUA MSM.
2. WIRE SHALL BE STRAPPED TO ALL PVC PIPING WITH ADHESIVE TAPE AT 12 FOOT
INTERVALS.
3. SECURE WIRE TO ALL TEE AND CROSS FITTINGS WITH ADHESIVE TAPE.
4. ALL SPLICES IN THE WIRE SHALL BE MADE WITH 3M DBR DIRECT BURY SPLICE KITS.
DETAIL:
TRACER WIRE DETAIL
SCALE: NOT TO SCALE CFPUA DETAIL DATE:
CFPUA REV. Na: 2 01 /01 f20
MANHOLE INSERT WHERE
AT GRADE OR IN PAVEMENT -
TYPE S MORTAR -,
DETAIL NO:
CAPE FEAR PUBLIC UTILITY AUTHORITY �p��•'a+w7�6
235 GOVERNMENT CENTER DRIVE Y Y
WILMINGTON, NC 28403
SHEET NO:
OFFICE: [phone]
Stewardship. Sustainability. Service. ,.
24" C.1. MH FRAME
& COVER TOP TO
BE FLUSH WITH
STREETS, WALKS
OR RESIDENTIAL
BRICK OR AREAS. FINISHED GRADE
PREcAAST LEVELING �
RINGS (8" MAXIMUM)
TEE FOR FORCE MAIN USE
{
MANHOLE COATINGS e,. 90° ELBOW W/ RESTRAINED
PER DRAWINGS AND JOINTS W/ 3' MIN. COVER)
SPECIFICATIONS
CUT TO PROVIDE
MAINTENANCE (NO j
STAINLESS STEEL
CASING INSULATORS
POLYMER SKID PLAN
SKID SPACING AND LEG
SIZE VARIES BY PIPE SIZE
AND PER MANUFACTURER.
DESIGN ENGINEER SHALL
APPROVE/DETERMINE SPACING.
SUPPORT SPACING VARIES
PER MANUFACTURER.
DESIGN ENGINEER SHALL
APPROVE/DETERMINE SPACING.
A I
I mm-A'
STEEL CASING PIPE
r% A r"%M"-
R PIPE
.YMER SKID
•AINLESS STEEL LEG
STEEL CASING PIPE
..# i IniSS STEEL BAND
SECTION A -A
NOTES
1. PIPE SUPPORTS TO BE PLACED TO PROVIDE PROPER SPACING, ALIGNMENT,
AND GRADE AS SPECIFIED. OIL, GREASE, OR PETROLEUM PRODUCT MAY NOT
BE USED AS LUBRICANT.
DETAIL:
PIPE CASING SUPPORT DETAIL
SCALE: NOT TO SCALE CFPUA DETAIL DATE:
CFPUA REV. No: 2 01/01120
DETAIL NO:
CAPE FEAR PUBLIC UTILITY AUTHORITY i S ""t7 Q
235 GOVERNMENT CENTER DRIVE
WILMINGTON, NC 28403 SHEET NO:
mm OFFICE: [phone]
Stewardship. Sustainability. Service.
B d
B EXISTING
_$ : ' GROUND
18" MIN.
10" & SMALLER PIPE
1— 6" MIN.
MORE THAN HALF) = INFLUENT PIPE SECTION X-X k i
I BENDS & TEES
A, MH STEP I STAINLESS STEEL STRAPS & PLAN BENDS PLAN TEES
(TYP) ANCHORS (TO BE SPACED @
60 BETWEEN STRAPS). SEE
MINIMUM S-6 FOR "STRAP DETAIL"
BARREL DIAMETER
r'� \ PVC DROP PIPE TO BE SAME
5'-0" MINIMUM, SIZE AS INFLUENT PIPE
UNLESS OTHERWISE TRANSITION IF NECESSARY AT
NOTED ON PLANS
FOR INFLUENT THE TEE
8" OR
LARGER
-
g.
Y4 BEND
PLACE THE LOWER BEND AT
x.
ELEVATION SHOWN ON
-Y4
THE DIA.
DRAWINGS. END OF DROP PIPE
OF
LARGEST
SHALL BE GROUTED INTO
SEWER PIPE'°
..- .:
a.
BENCH AND CUT AT ANGLE OF
`..:.
BENCH. END OF DROP SHALL
\\'//�
NOT PROTRUDE INTO FLOW
-
NON SHRINK
j
<�\�;%
CHANNEL.
�, a
.
,,
GROUT OR
FLEXIBLE
JOINT WRAP;�j/
�\j\7 �
/ ` ¢ //
`\�; j,*\/;,�i�ti�%'%j��\/��g\
3,000 PSI CONCRETE 28
DAY STRENGTH FOR
(EXTERIOR)
BENCH
NON -SHRINK NQTE:
FLEXIBLE
``
GROUT PLAN
VIEW OF MANHOLE
INTERIOR REQ'D FOR MULTIPLE
JOINT SEAL
TYPICAL FOR (INTERIOR) DROPS, INCLUDING SERVICE DROPS OR DROPS GREATER
NQIES&'-
ALL JOINTS THAN 10 DIAMETER.
1. THRUST BLOCKING IS NOT PERMITTED EXCEPT IN SPECIAL INSTALLATIONS WHERE DESIGNED BY
NQIES
ENGINEER AND APPROVED BY CFPUA.
2. ALLOW 7--DAY MINIMUM CONCRETE CURE TIME BEFORE PLACING LOAD ON THRUST
BLOCK
1. PROVIDE A MINIMUM DISTANCE OF SIX (6) INCHES BETWEEN EDGE OF MANHOLE
CORE HALES
3. BASED ON 160 PSI TEST PRESSURE AND 2,000 PSF SOIL BEARING CAPACITY.
4' ALL BEARING SURFACES TO BE CARRIED
AND MANHOLE BARREL JOINTS. PROVIDE A MINIMUM OF SIX 6 INCHES BETWEEN EDGES OF
(}
TO UNDISTURBED GROUND.
5. PIPE & FITTINGS TO BE WRAPPED IN 10 MIL PLASTIC PRIOR TO THRUST BLOCK BEING
CORE HOLES. CORING THE MANHOLE CONE IS NOT ALLOWED.
POURED.
2. ALL MANHOLE MAIN LINE AND SERVICE PIPING TO BE INSTALLED AT A MINIMUM
OF CROWN
TO CROWN OF THE LARGEST DIAMETER PIPE.
FOR MORE THAN 30" INSIDE DROP
DETAIL:
DETAIL NO:
DROP MANHOLE SECTION
CAPE FEAR PUBLIC UTILITY AUTHORITY
S-
235 GOVERNMENT CENTER DRIVE
*7
DETAIL:
DETAIL NO:
SCALE: NOT TO SCALE
CFPUA DETAIL DATE:
01f01f20
WILMINGTON, NC 28403
OFFICE: {910)332-6560
SHEET NO:
�
THRUST BLOCK
CAPE FEAR PUBLIC UTILITY AUTHORITY
��� s�
+�
CFPUA REV. No: 2
Stewardship. Sustainability. Service.
235 GOVERNMENT CENTER DRIVE
SCALE: NOT TO SCALE
CFPUA DETAIL DATE:
WILMINGTON, NC 28403
NO:
01101f20
OFFICE: (910j332-6560
.SHEET
2
�Z�
Stewardship. Sustainability. Service.
PRELIMINARY - NOT RELEASED FOR CONSTRUCTION
ALL CONSTRUCTION TO BE IN ACCORDANCE WITH ALL NEW HANOVER COUNTY, CAPE FEAR
IUBLIC UTILITY AUTHORITY, NCDEQ, AND NCDOT STANDARDS, SPECIFICATIONS, AND DETAIL;
tSS/0
SEAL r r
225
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SEE GENERAL NOTES
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6'-0tf
PLAN OF TOP SLAB
MENEM
MENNEN
MMEM
MENNEN
MMEN
MENEM
DOWELS IN ENDWALL WITH REINFORCED CONCRETE PIPE
LOC.
PIPE
DIA.
SINGLE PIPE
DOUBLE
PIPE
15"
18"
24"
30"
36"
42"
48"
15tt
1811
24"
30f'
36"
42"
48"
BARS
"Xr,
"Xrr
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,tX"
t'X"
"Xrt
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,iX"
Y*
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"Xtt
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2
2
3
3
4
4
2
5
2
2
2
3
3
4
4
2
5
2
M
QTY .
-
-
-
-
-
-
_
1
1
2
2
2
2
3
G
QTY.
2
2
3
3
4
4
5
2
2
3
3
4
4
5
TOTAL LBS.
9
9
14
14
19
55
65
12
12
19
19
23
77
92
DIMENSIONS AND CONCRETE QUANTITIES
USING CONCRETE PIPE
COMMON DIMENSIONS
SINGLE PIPE
DOUBLE PIPE
D
H
B
G
T
S
L
YD3
M
I L
YD3
15"
3'-3"
If. 8rr
21-8r1
21/411
9/21r
5'-6"
0.7
2'-2"
71-8"
1.0
18"
24"
3'-7"
1 4'-2"
1'-10"
2'-1"
W-2rt
4'-011
21/2"
3"
10"
10"
6'-4"
8'-0rr
1.0
1.5
2'-7"
3'-5"
8'-11"
11'-5"
1.3
2.0
30"
5'-0"
2'-6"
4'-7"
41j4"
11/2"
_2r,
91
2.3
4'-3'1
13'-5"
3.1
36"
5'-8"
2'-81f
61-6"
43/4'r
11/2"
11'-0"
3.4
5'-0"
16'-0"
4.5
42"
6r-2"
3'-1"
W-4"
5314"
1 111t"
12'-8"
4.5
15'- 10"
18,-6"
6.0
48"
6'-9"
1 3'-5"
1 7'-2"
53/4"
11 /2r
14'-4"
6.0
6'-8'J
121'-off
8.0
*SEE SHEET 3
6'-O),
#4 BAR
DOWEL ►, O„
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x
BRICK MAY BE USED TO
0
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FINISH GRADE
ADJUST FRAME & COVER
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Ly
"Y" BARS
TO SURFACE ELEVATION MAX. V
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" "B" BARS
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PLAN OF BOTTOM SLAB CONCRETE BLOCK
�i5 H
NOTE 1: CONSTRUCT SECTION "B" OF THE PROPOSED WALL 8" THICK.
AND SECTION "A" 12" THICK.
NOTE 2: IF PROPOSED STRUCTURE EXCEEDS 12'-0" VERTICAL HEIGHT'A grf
DESIGN WILL BE REQUIRED FOR APPROVAL.
NOTE 3: USE SINGLE MAT REINFORCING STEEL,
EXCEPT DOUBLE MAT STEEL MAY BE USED IN LIEU CONCRETE BOTTOM SLAB -
OF HOOK BARS IN BASE SLAB.
Y-
PLAN
WITH GRATE & FRAME REMOVED
SECTION X-X
^r' WEEP HOLES
°"" "'• -IoPING(INCIDENTAL)
IP ELEVATION
. 840.16 FRAME --
�ATE
6fr
(SEE NOTE)
GENERAL NOTES:
USE CLASS "B" CONCRETE THROUGHOUT.
PROVIDE ALL DROP INLETS OVER 3'-6" IN DEPTH WITH STEPS 12"
ON CENTER.;' USE STEPS WHICH COMPLY WITH STD. DRAWING 840.66.
OPTIONAL CONSTRUCTION - MONOLITHIC POUR 2" KEYWAY OR #4 BAR DOWELS AT
12" CENTERS AS DIRECTED BY THE ENGINEER.
USE FORMS FOR THE CONSTRUCTION OF THE BOTTOM SLAB.
IF REINFORCED CONCRETE PIPE IS SET IN BOTTOM SLAB OF BOX, ADD TO SLAB
AS SHOWN ON STD. NO. 840.00.
CONSTRUCT WITH PIPE CROWNS MATCHING,
SEE STANDARD DRAWING 840.25 FOR ATTACHMENT OF FRAMES AND GRATES NOT SHOWN.
INSTALL 2" WEEPHOLES AS DIRECTED BY THE ENGINEER.
INSTALL STONE DRAINS, OF A MINIMUM OF 1 CUBIC FOOT OF NO. 78M STONE IN A
POROUS FABRIC BAG OR WRAP, AT EACH WEEP HOLE OR AS DIRECTED BY THE ENGINEER.
CHAMFER ALL EXPOSED CORNERS 1".
DRAWING NOT TO SCALE.
U all
to t
ell
MAX. PIPE THIS SIDE - 18"
SECTION Y-Y
QIMENSIONS AND QUANTITIES FOR
DROP INL.ET(BASED ON MIN. HEIGHT, H)
DIMENSIONS
OF BOX & PIPE
CUBIC YARDS
CONC. IN BOX
DEDUCTIONS FOR
ONE PIPE
PIPE
SPAN
WIDTH
MIN. HEIGHT
D
A
B
H
BOTTOM
SLAB
WALL PER
FT. HT.
CONacR E
F(ORYGMINI
C.M.
R.C.
12"
3' -Of'
2'-O"
2'-Q"
0.222
0.222
0.592
0.015
0.026
15"
2 -3
0.648
0.023
0.036
18"
2'-6"
0.703
0.033
0,049
24"
3'-O"
0.814
0.059
0.085
30fr
31-6tr
2r-Orr
3'-6„
0.222
0.222
0.925
1 0.092
0.127
#4 BAR
cli
6"
DOWEL
HEET 1 OF 2
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W1 (FT.)
1 0,r
CS/RCP
ELEVATION
W2 (FT.
PLAN
GENERAL NOTES:
H2
H1
8" O.C.(TYP.)
"�--REFER TO CHART
FOR BAR SIZE
z
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NOTES:
<<
* THIS PRECAST ENDWALL MAY BE USED FOR THE FOLLOWING
� ri U
\e,�tt111�1+1i!)Q/JJffi
�`��� L Ali OCR
STANDARDS: 838.01 , 838.11, 838.21 , 838.27, 838.33,
838.39, 838.51, 838.57, 838.63 AND 838,69.
O O Z
�S $ jQ�
�C!)
* INSTALL PRECAST ENDWALLS WITH WINGS AND PAY
-
W < Q LL _
Q SEAL .-
FOR IN ACCORDANCE WITH SPECIFICATION SECTION 838.
�"" O AC O 0
* USE 4000 PSI CONCRETE.
Z Lu
225
* PROVIDE ALL REINFORCING STEEL WHICH MEETS ASTM A615
w}"-LL O J
'�101
FOR GRADE 60 AND WELDED WIRE FABRIC CONFORMING
0 © a) cr
,, yp -IN
TO ASTM A185 WITH 2" MIN. CLEARANCE.
H2 * PLACE LIFT HOLES OR PINS IN ACCORDANCE WITH
z
/�/��'rUI
OSHA STANDARD 1926.704.
00
CL
W to
�Ji 11111t
* PIPE TO BE GROUTED INTO HEADWALL AT JOB SITE BY
CONTRACTOR
* ALL ELEMENTS PRECAST TO MEET ASTM C913.
I !
* WELDED WIRE FABRIC MAY BE SUBSTITUTED FOR REBAR
AS LONG AS THE SAME AREA OF STEEL IS PROVIDED.
* CHAMFER ALL CORNERS 1" OR HAVE A RADIUS OF 1".
Z
611P 8" O.C. (TYP.) O O
REFER TO CHART 3:v
FOR BAR SIZE w r,Z c,i Z
NOTE: THE MINIMUM BAR SIZE SHALL BE #5 BARS Y Q O p
AT 8" CTS.THE CONTRACTOR WILL HAVE THE OPTION cr co n DC
SIDE TO INCREASE THIS BAR SIZE AS NEEDED. U_ o U O > O
ENDWALL DIMENSIONS
FT.
MINIMUM
MIN./MAX.
MIN./MAX.
MIN./MAX.
MIN./MAX.
MIN./MAX.
PIPE DIA.
BAR SIZE
H1(FT,}
H2 (FT.
D (FT.}
W1
W2
1.0
#5 @ 8"
1.25/2.00
2.00/3.75
1.25/1.75
3.00/3.75
5.50/6.00
1.25
#5 @ 8"
1.25/2.00
3.00/3.75
1.25/2.00
3.5013.75
6.50/6.75
1.50
#5 @ 8"
1.25/2.00
3.00/4.25
1.50/2.50
3.50/3.75
6.50/6.75
2.0
#5 @ 8"
1.50/2.50
4.00/4.75
1.75/2.50
4.00/4.25
7.50/8.25
2.5
#5 @ 8"
2.50/3.50
4.00/6.00
2.00/3.00
4.50/5.50
10.00/11.50
3.0
#5 @ 8"
3.00/3.50
5.00/6.00
2.75/3.50
5.25/5.75
11.50/11.75
3.5
#5 @ 8"
3.25/4.50
6.00/6.75
3.25/3.50
6.00/6.75
12.00/13.25
4.0
#5 @ 8"
3.50/4.50
6.50/7.00
3.25/3.50
6.50/6.75
13.00/13.25
4.5
#5 @ 8"
4.00/5.00
6.50/8.50
3.25/4.00
7.00/9.25
13.50/15.75
5.0
5.5
#5 @ 8"
#5 @ 8"
4.50/5.00
4.50/5.00
7.00/8.50
7.50/8.50
3.25/4.00
3.25/4.00
7.25/9.25
7.25/9.25
13.75/15.75
14.00/15.75
6.0
#5 @ 8"
4.50/5.00
7.50/8.50
3.25/4.00
7.75/9.25
14.75/16.75
USE STANDARD OR JUMBO BRICK FOR WALL CONSTRUCTION. SOLID
CONCRETE BRICK OR BLOCK ARE OPTIONAL WALL CONSTRUCTION MATERIAL
INCLUDE ALL ADJUSTMENTS TO WALLS, SLABS OR REINFORCING MATERIAL
IN THE: UNIT PRICE BID FOR EACH UNIT.
INSTALL OPTIONAL MANHOLE IN POSITION AS DIRECTED BY THE ENGINEER.
CUT OR BEND ALL REBAR CROSSING THIS OPENING TO ALLOW 2" MINIMUM
CONCRETE COVERAGE. ENCLOSE THE OPENING WITH 8 "A" BARS TIED TO
TO THE REBAR MAT AND SET SO A MINIMUM OF 3" CONCRETE COVER IS
ATTAINED. REFERENCE STD. NO. 840.54 FOR MANHOLE INFORMATION.
PROVIDE JUNCTION BOXES WITH MAHNOLES OVER 3'-6" IN DEPTH WITH
STEPS PLACED ON 12" CENTERS. REFERENCE STD. NO. 840.66.
SPACE DOWEL "C" BARS AT A MAXIMUM OF 12" CENTERS.
MAXIMUM DEPTH OF THIS UNIT AS SHOWN IS 12'.
CONSTRUCT THE JUNCTION BOX IN ACCORDANCE WITH
SECTIONS 830, 832, 834 AND 840 OF THE STANDARD SPECIFICATIONS.
1" DEPRESSION
1t
SECTION G-G
21 - 31/ 11
1 /61r 211
SECTION H-H
RELIMINARY - NOT RELEASED FOR CONSTRUCTIO
1/2 t!
1 �1211
�N 15/$1t 1,,/$!►
G
s E �
04
'-:•- H
11-41210 ,i 11-4/211
w
! -7ro/811 1 r _ 7S/$ Fr
01
PLAN OF GRATING
CAST IRON
BILL OF MATERIAL
BAR
QTY.
SIZE
I LENGTH
WEIGHT
A
8
#5
i'-2"
9.7
B
14
#5
5'-6"
80.3
C
26
#4
1'-6"
26.1
Y
114
1 #5
W-113/8"
101.5
STEEL TOTAL WEIGHT
217.6
CU. YDS. CLASS "AA" CONC.
2.6
CU, YDS. BRICK/FT. HT. 8"
0.53
CU. YDS. BRICK/FT. HT. (12")
0.84
tat _rIt
E
W.
F-m-1
1/8 It 1/81►
[� 1/.811 1/8 tr
I
` 21/8"
SECTION E-E
ALL CONSTRUCTION TO BE IN ACCORDANCE WITH ALL NEW HANOVER COUNTY, CAPE FEAR
PUBLIC UTILITY AUTHORITY, NCDEQ, AND NCDOT STANDARDS, SPECIFICATIONS, AND DETAILS
F -,*j
PLAN OF FRAME
CAST IRON
SECTION F-F
E
CD 0 = z +_: Inc i- O w
w zzW
H w ¢ a' O m= O
< W N z � z
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LAWN AREA OR
PAVEMENT
LANDSCAPE EDGE -\
4"
1
INSTALL SHRUBS SO THAT Tf "-
TOP OF THE ROOTBALL IS F
THE SAME GRADE p
ORIGINALLY GROWN OR 1-
ABOVE IN POOR DRAININ
SOILS. DO NOT COVER THE TC
OF THE ROOTBALL WITH SO
REMOVE ALL STRING, WIRE, AN
BURLAP FROM TOP Y3 OF BAI
BACKFILL PLANTING PIT WI1
NATIVE SOIL. INCORPORAI
SLOW -RELEASE GRANULA
FERTILIZE
SCARIFY BOTTOM AND SIDE.,
OF PIT
SHRUB DETAIL
NOT TO SCALE
MULCHED AREA
EXISTING GRADE OR GRADE OF
PLANTING AREA
NOTE: NOTE:
USE TRENCH EDGER AT ALL METAL LANDSCAPE EDGE
EDGES OF BEDLINES TO BY: COL -MET
CONTAIN MULCH COLOR• GREEN
TYPE: 1014-6 (14GA)
TRENCH EDGER DETAIL
NOT TO SCALE
PRUNE CODOMINATE LEADERS
REMOVE BROKEN, BADLY
DEFORMED, RUBBING, NARROW
CROTCH ANGLES, WATER
SPROUTS, OR CROSS -BRANCHES.
NOTE: ONLY STAKE TREES WITH
LARGE CROWNS, 2" CALIPER OR
GREATER, IF LOCATED ON WINDY
SITES, OR WHERE TAMPERING
MAY OCCUR.
REMOVE TAGS, LABELS, AND
PLASTIC SLEEVING. DO NOT STAKE
UNLESS SPECIFIED (SEE
NOTE) DO NOT WRAP TRUNK
REMOVE ALL DEAD, BROKEN,
DISEASED, AND WEAK
BRANCHES AT TIME OF
PRUNE SUCKERS
PLANTING
2-3" MULCH LAYER, KEEP AWAY
IF FIELD GROWN, CUT AWAY ALL
BALLING ROPES. REMOVE
FROM TRUNK
BURLAP OR WIRE BASKET FROM
1" COMPOST LAYER
TOP Y3 OF BALL. IF CONTAINER
GROWN, REMOVE CONTAINER
AND CUT CIRCLING ROOTS
PROVIDE MULCH UP AND OVER
SAUCER
1:1 SLOPE OF SIDES OF
6" SAUCER
PLANTING HOLE
REMOVE CONTAINER. SCARIFY
SCARIFY SIDES BEFORE PLANTING
PERIMETER ROOTS
TAMP SOIL AROUND ROOTBALL
BASE FIRMLY WITH FOOT
PRESSURE SO THAT ROOTBALL
DOES NOT SHIFT
1 2. C SODAS SPECIFIED
PREPARED SOIL
s"
UNDISTURBED SUBGRADE
SOD DETAIL
T TO SCALE
DECIDUOUS TREE - STAKING SPECIFIED
NOT TO SCALE
SOIL & ROOT LAYER TO BE
LEVEL WITH TOP OF PAVEMENT
6" OF EXISTING SOIL THOROUGHLY
MIXED W14" DEPTH OF TOPSOIL
ROLL SOD & WATER THOROUGHLY
1/2" EDGER TO BE SMOOTH CLEAN
& PARALLEL TO PAVEMENT I
PAVEMENT
Cl
RE
:W
712
ROOT BALL
GAUGE GALVANIZED WIRE
�- 3-2"x2" HARDWOOD STAKES
GALVANIZED WIRE GUY
12 GAUGE. ALLOW FOR A
SLIGHT AMOUNT OF MOVEMENT
8' 2"x2" HARDWOOD STAKE,
2'-6" MIN BELOW SURFACE.
STAKE SHALL BE DRIVEN A MIN
18" OUT FROM TRUNK AND
OUTSIDE OF ROOTBALL
2-3" MULCH LAYER TO EDGE OF DRIPLINE.
KEEP 4-6" AWAY FROM TRUNKFLARE
SET ROOTBALL FLUSH TO GRADE OR 1-2"
HIGHER IN SLOWLY DRAINING SOILS. DO
NOT COVER THE TOP OF THE ROOTBALL
WITH SOIL. ROOTFLARE SHALL BE VISIBLE
ABOVE FINISHED GRADE
6"SAUCER
BACKFILL PLANTING PIT WITH NATIVE
SOIL. INCORPORATE SLOW -RELEASE
GRANULAR FERTILIZER
1" COMPOST LAYER
4" x 18" PERFORATED CORRUGATED
PLASTIC PIPE; CAP FLUSH WITH MULCH
PLACE ROOTBALL ON
UNEXCAVATED OR TAMPED SOIL
' "
NOTE: STAKE EVERGREENS 6' OR
TALLER, ON SLOPES, WITH LARGE
CROWNS, OR IF LOCATED ON
WINDY SITES.
REMOVE TAGS, LABELS, AND
PLASTIC SLEEVING. DO NOT
STAKE UNLESS NECESSARY (SEE
NOTE). DO NOT WRAP TRUNK
SET ROOTBALL FLUSH TO GRADE
OR 1-2" HIGHER IN SLOWLY
DRAINING SOILS. DO NOT COVER
THE TOP OF THE ROOTBALL WITH
SOIL. ROOTFLARE SHALL BE
VISIBLE ABOVE FINISHED GRADE.
PRUNE SUCKERS
1:1 SLOPE ON SIDES OF PLANTING
HOLE
SCARIFY SIDES BEFORE PLANTING
PLACE ROOTBALL ON
UNEXCAVATED OR TAMPED SOIL
_I 3 X ROOTBALL I`
�1 DIAMETER (`-
EVERGREEN TREE - STAKING SPECIFIED
NOT TO SCALE
FOR DIMENSION
NOTE:
1. REFER TO LANDSCAPE PLAN FOR GROUNDCOVER AND PLANT MATERIAL INFORMATION.
2. REFER TO TREE AND SHRUB DETAILS FOR ADDITIONAL SPECIFICATIONS.
LANDSCAPE ISLAND DETAIL
NOT TO SCALE
PRUNE CODOMINATE LEADERS
RUBBER HOSE
GALVANIZED WIRE GUY
12 GAUGE. ALLOW FOR A
SLIGHT AMOUNT OF MOVEMENT
2"X2" HARDWOOD STAKE
2'-6" MIN BELOW SURFACE.
STAKE SHALL BE DRIVEN A MIN 18" OUT
FROM TRUNK AND OUTSIDE OF ROOTBALL
IF FIELD GROWN CUTAWAY ALL
BALLING ROPES. REMOVE BURLAP OR
WIRE BASKET FROM TOP Y3 OF BALL. IF
CONTAINER GROWN, REMOVE
CONTAINER AND CUT CIRCLING ROOTS
bIE916A&Ias1*8wYi� 7
BACKFILL PLANTING PIT WITH NATIVE
SOIL. INCORPORATE SLOW -RELEASE
GRANULAR FERTILIZER
4" X 18" PERFORATED CORRUGATED
PLASTIC PIPE; CAP FLUSH
WITH MULCH
2-3" MULCH LAYER, MULCH TO EDGE
OF DRIPLINE. KEEP 4-6" AWAY FROM
TRUNK FLARE
6" SAUCER
TAMP SOIL AROUND ROOTBALL
BASE FIRMLY WITH FOOT
PRESSURE SO THAT ROOTBALL
DOES NOT SHIFT
SEE PLANTING SCHEDULE (TYP.) -1 1-3' 61 --I 4.25'
MID COLUMN LOCATION (TYP.) —J % 3'J
MULCH BED (TYP.) J 3'
MID SIGN PLANTING DETAIL
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SHOWING GROOVED JOINT PAVEMENT SURFACE T ° o US LO 1/ r� in
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5" MONOLITHIC CONCRETE ISLAND < 0 SATISFACTORY SUPPORT FOR THE FACE FORM CAN BE OBTAINED SEALER JOINT SEALER � �, j
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LINE UP THE JOINTS IN THE CONCRETE PAVEMENT (ISLAND) VARIABLE ,Cy .�.• SURFACE Z Z
WITH THE JOINTS N THE CURB OR CURB AND GUTTER. JOINT SEALER cz -CONTRACTION JOINTS MAY BE INSTALLED WITH THE USE OF SURFACE Q C "Q
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PLANS. WITH JOINT FILLER AND SEALER, CURB & GUTTER_
:: .�:.1'd.e? a"a.'P:•; :{ :�.°�'., o.•; :�.';:; - INTERVALS AND ADJACENT TO ' . • .. JOINTS AT
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I ' PAVEM /2t JOINT FILLER
' a'8'cs og o ocr 4" BASE COURSE b`.'o o�
STANDARD NO. 846.01 s1 OF 1 LONGITUDINAL JOINT TRANSVERSE EXPANSION JOINT
�PAVED CONCRETE ISLAND 852.01 IN CURB AND GUTTER
SECTION VIEW OF JOINTS SHEET 1 OF 3
846.01
'RELIMINARY - NOT RELEASED FOR CONSTRUCTIOf
ALL CONSTRUCTION TO BE IN ACCORDANCE WITH ALL NEW HANOVER COUNTY, CAPE FEAR
'UBLIC UTILITY AUTHORITY, NCDEQ, AND NCDOT STANDARDS, SPECIFICATIONS, AND DETAIL
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AIR CAR
WILMINGTON INTE
SION
AL, AIRPORT
WILMINGTON, NORTH CAROLINA
ATP 3ao37oo00 4,oO 5oo2018 (DESIGN)
PREPARED FOR
NEW HANOV F.-..,.R COUNTY AIRPORT AUTHORIJ"N�7, OVVNER
IN COOPERATION WITH
FEDERAL AVIATI,UN,ADMINISTRATION LIST OF DRAWINGS
NORTH C.A'ROLINA DEPARTMENT nF TRANSPORTATIO..,
DIVISION OF AVIATION
VICINITY MAP
NOT TO SCALE
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SHEET
NO.
TITLE OF DRAWING
7;;;677
TITLE SHEET
A2
PROJECT ACCESS AND SAFETY PLAN
AEi
IN
A4
PROJECT PHASING PLAN — AREA 1
A5
PROJECT PHASING PLAN — AREA 2
C1
SITE LAYOUT
SC1
SURVEY CONTROL PLAN
EX1
EXISTING CONDITIONS AND REMOVAL PLAN — AREA 1
EX2
EXISTING CONDITIONS AND REMOVAL PLAN — AREA 1 SWALE
EX3
EXISTING CONDITIONS AND REMOVAL PLAN — AREA 1 BASIN AND AREA 2
G1
LAYOUT AND DRAINAGE PLAN — AREA 1
G2
GRADING PLAN — AREA 1
G3
LAYOUT, DRAINAGE, AND GRADING PLAN — AREA 1 SWALE
G5
LAYOUT AND GRADING, JOINT ELEVATION, AND JOINT LAYOUT PLAN — AREA 2
ESC1
EROSION AND SEDIMENTATION CONTROL PLAN — AREA 1
ESC2
EROSION AND SEDIMENTATION CONTROL PLAN — AREA 2
ESC3
EROSION AND SEDIMENTATION CONTROL NOTES AND DETAILS (SHEET 1 OF 2)
ESC4
EROSION AND SEDIMENTATION CONTROL NOTES AND DETAILS (SHEET 2 OF 2)
D1
TYPICAL PAVEMENT SECTIONS AND CONCRETE JOINT DETAILS
D3
DRAINAGE DETAILS (SHEET 2 OF 4) r - R,
D4
DRAINAGE DETAILS (SHEET 3 OF 4)a,a
D5
DRAINAGE DETAILS (SHEET 4 OF 4) X As:�e b�Y
P1
STORM DRAIN PROFILES
it
X1
CROSS SECTIONS — AREA 1 (SHEET 1 OF 2)
X2
CROSS SECTIONS — AREA 1 (SHEET 2 OF 2)
X3
CROSS SECTIONS — AREA 1 SWALE AND AREA 2
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034503 ° ° °
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,t/jj�lrtr9l /ttt`A1Mtlet�tt\\t`�_'
Date
DECEMBER 2019
Scale
"—" NONE
Drawn
REM
Checked
EMS
Project No.
3301-1702
Sheet No.
Al

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PROJECT SAFETY PLAN NOTES:
1. SEE SHEET A3 FOR SAFETY PLAN NOTES AND DETAILS.
I 2. SEE SHEETS A4 THRU A5 FOR PHASING SAFETY PLANS AND LOCATIONS OF LIGHTED'
BARRICADES.
3. WORK WITHIN THE RUNWAY SAFETY AREA IS NOT PERMITTED. WORK IN THE TAXIWAY B
OBJECT FREE AREA IS NOT PERMITTED UNLESS THE TAXIWAY IS CLOSED.
l
4. PORTIONS OF TAXIWAY B SHALL BE CLOSED TO AIRCRAFT FOR WORK IN THE TAXIWAY
EXILING ; LOCALIZER OBJECT FREE AREA AS INDICATED IN THE PHASING PLANS.
�
1 ,
��-f �� _ AOA ACCESS NOTES:
AIRPORT
/ PROPERTY 1. THE CONTRACTOR SHALL ARRANGE FOR A SUFFICIENT NUMBER OF SUPERVISORY
LINE J �� ;` x PERSONNEL TO OBTAIN SECURITY BADGES ISSUED BY THE WILMINGTON INTERNATIONAL
a _ AIRPORT SUCH THAT ALL WORKERS WITHIN THE AOA AND ALL TRUCKS AND OTHER
Of ( VEHICLES ARE UNDER THE CONTROL OF AND ESCORTED BY BADGED PERSONNEL AT ALL
TIMES.
ef 2. THE CONTRACTOR SHALL ACCESS THE AIRFIELD ONLY THROUGH ROUTES SHOWN. GATES
o ` _
SHALL BE CLOSED AND LOCKED AT ALL TIMES UNLESS TENDED BY A TRAINED AND
X BADGED GATE KEEPER. THE AIRPORT RESERVES THE RIGHT TO STOP AND INSPECT ALL
VEHICLES ENTERING THE AIRFIELD.
x 3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR INSTRUCTING HIS PERSONNEL AND ALL
SUBCONTRACTORS AND SUPPLIER PERSONNEL AS TO THE LIMITATIONS ON WHERE
a j f PERSONNEL AND VEHICLES ARE ALLOWED, ESCORT REQUIREMENTS, AND OTHER SAFETY
AND SECURITY PROVISIONS.
4. EQUIPMENT OR OTHER CONSTRUCTION -RELATED MATERIAL WILL NOT BE PERMITTED
f i
4 f i CLOSER THAN 93 FEET FROM THE CENTERLINE OF ANY ACTIVE TAXIWAY, AND 250 FEET
f f FROM THE CENTERLINE OF ANY ACTIVE RUNWAY. PERSONNEL ON FOOT SHALL NOT BE
® "-' ALLOWED IN THESE AREAS WITHOUT PRIOR PERMISSION FROM THE AIRPORT
X� X MANAGEMENT.
f
GPI O,�'`
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\ NO CONSTRUCTION TRAFFIC �. _ \
SHALL MOVE THRU THE O II
TERMINAL AREA C� . -r
G tRAL
LEGEND
�--► �--► CONTRACTOR'S ACCESS/HAUL ROUTE
WORK AREAS - SEE SHEETS A4 & A5
PROJECT PAVING LIMITS
- x x x- AIRFIELD PERIMETER FENCE
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AIR CARRIER �" , ' �" - '.` EXISTING GRAVEL
/ _ PERIMETER ACCESS
- - - - - — X X ROAD
J AREA 1
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CONTRACTORS STAGING % -- - /TWY ® EXISTING
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AREA 2
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Date
DECEMBER 2019
Scale
1 " = 500'
Drawn
REM
Checked
EMS
Project No.
3301-1702
Sheet No.
A 2
►7
1

1
CONTRACTOR'S
STAGING AND
STOCKPILE AREA
CONTRACTOR'S �
ACCESS THROUGH
EXISTING GATE Al
j
}
TOP OF o /
STORMWATER BASIN s
k
k
}
a
a
TEMPORARY CLOSED TAXIWAY MARKING
NOT TO SCALE
1. TEMPORARY CLOSED TAXIWAY MARKING SHALL BE �
CONSTRUCTED FROM ANY OF THE FOLLOWING MATERIALS:
FABRIC, COLORED PLASTIC, PAINTED SHEETS OF PLYWOOD, _
OR SIMILAR MATERIALS. THEY MUST BE PROPERLY
CONFIGURED AND APPROPRIATELY SECURED TO PREVENT
MOVEMENT BY PROP WASH, JET BLAST, OR OTHER WIND _
CURRENTS. TEMPORARY CLOSED TAXIWAY MARKING SHALL
NOT BE PAINTED ON PAVEMENT.
2. ALL COSTS ASSOCIATED WITH TEMPORARY CLOSED
TAXIWAY MARKING SHALL BE INCLUDED IN LUMP SUM
PRICE FOR "MOBILIZATION."
AREA 1 GENERAL NOTES:
INSTALL LIGHTED
BARRIERS WITH FENCING.
SEE NOTE 9.
`a]
1. AREAS 1 AND 2 SHALL NOT BE WORKED ON CONCURRENTLY.
AREA 1 CONSTRUCTION DURATION:
2. AREA 1 CONCRETE PAVEMENT INSTALLATION SHALL BE COMPLETED PRIOR TO THE
AREA 1: 120 CALENDAR DAYS
START OF AREA 1 A.
3. THE CONTRACTOR SHALL NOT BE PERMITTED WITHIN THE RUNWAY SAFETY AREA
AREA 1 A: 60 CALENDAR DAYS
AT ANY TIME. WORK IN THE TAXIWAY OBJECT FREE AREA IS NOT PERMITTED
UNLESS THE TAXIWAY IS CLOSED (PARTIAL OR FULL CLOSURE).
4. SAFETY REQUIREMENTS, CLOSURE CROSSES AND LIGHTED BARRICADES SHOWN ARE
TO BE UTILIZED DURING CONSTRUCTION. CROSSES AND BARRICADES SHALL BE
AREA 1 AIRFIELD IMPACTS:
INSTALLED, REMOVED, OR RELOCATED AS REQUIRED FOR COMPLIANCE WITH
SAFETY PLAN.
1. PARTIAL CLOSURE OF AIR CARRIER RAMP.
5. PORTIONS OF THE TAXIWAY LIGHTING SYSTEM FOR TAXIWAY B SHALL BE DISABLE
DURING THE PROJECT. CONTRACTOR SHALL INSTALL TEMPORARY CABLE JUMPERS
TO DISABLE TAXIWAY LIGHTS FOR CLOSED TAXIWAY AREAS AND TO MAINTAIN
AREA 1 A AIRFIELD IMPACTS:
REMAINDER OF LIGHTING CIRCUIT IN OPERATION AS REQUIRED. THE CONTRACTOR
SHALL DISABLE OR COVER ANY CONFLICTING GUIDANCE SIGNS AS REQUIRED OR
1. PARTIAL CLOSURE OF AIR CARRIER RAMP.
AS DIRECTED BY THE ENGINEER. THERE SHALL BE NO SEPARATE MEASUREMENT
AND PAYMENT FOR THIS WORK.
2. TAXIWAY B PARTIAL CLOSURE SOUTHWEST OF
TAXIWAY J.
6. SEE SAFETY PLAN REQUIREMENTS, SHEETS A2 AND A3, AND PROJECT SPECIAL
PROVISIONS FOR OTHER SAFETY RELATED ITEMS.
7. CONTRACTOR SHALL HAVE A SWEEPER TRUCK ON SITE AT ALL TIMES. THE
CONTRACTOR SHALL MONITOR CONSTRUCTION CROSSING AREAS ON TAXIWAYS AND
APRONS FOR FOD AND SHALL CLEAN UP ALL FOD IMMEDIATELY.
8. INSTALL TEMPORARY LIGHTED BARRIERS WITH FENCING PRIOR TO REMOVAL OF
GATE AND FENCING. FOLLOWING THE INSTALLATION OF THE NEW GATE AND
FENCING, REMOVE THE TEMPORARY LIGHTED BARRIERS WITH FENCING.
9. INSTALL TEMPORARY LIGHTED BARRIERS WITH FENCING PRIOR TO PIPE
INSTALLATION. FOLLOWING THE BACKFILL OF THE PIPE, REPLACE REMOVED FENCE
WITH NEW FENCE. REMOVE TEMPORARY LIGHTED BARRIERS AND CONTINUE PIPE
INSTALLATION.
EXISTING GATE A3
TO BE RELOCATED
rINSTALL LIGHTED
BARRIERS WITH FENCING.
--� SEE NOTE 8.
TERMINAL
BUILDING
/ I
I
I
I
I
PLACE LOW PROFILE LIGHTED
BARRICADES 15' OUTSIDE
AREA t PAVING LIMITS
I
I
0
x x x
AIR CARRIER
RAMP
TSA TSA TSA TSA TSA TSA TS
H
RUNWAY 6-24 ME0
BARRICADE LOCATI NS FOR WORK INSIDE
TAXIWAY B OBJECT FREE AREA
SEQUENCE OF CONSTRUCTION - GENERAL:
THE SEQUENCE OF CONSTRUCTION SHOWN ON THIS PHASING PLAN HAS BEEN DEVELOPED TO HELP THE
CONTRACTOR UNDERSTAND THE OPERATIONAL NEEDS OF THE AIRPORT. IN ACCORDANCE WITH THE
SPECIFICATIONS THE CONTRACTOR SHALL PROVIDE A DETAILED SCHEDULE OF CONSTRUCTION FOR EACH
PHASE OF WORK TO THE ENGINEER FOR REVIEW AND APPROVAL PRIOR TO COMMENCING CONSTRUCTION,
E 1. LOCATE UTILITIES IN PROJECT AREA.
2. CONFIRM SURVEY CONTROL NETWORK/EXISTING CONDITIONS. REINSTALL PK NAILS AT BEGINNING AND
END OF PROJECT BASELINES, IF NEEDED.
3. INITIATE SECURITY BARGING AND TRAINING FOR SUPERVISORY PERSONNEL.
D 4. SUBMIT SUBMITTALS TO ENGINEER WITHIN 10 BUSINESS DAYS AFTER NOTICE OF AWARD.
5, ESTABLISH TEMPORARY FENCING IN STAGING/MATERIAL STORAGE AREA(S) AS NEEDED TO SECURE
MATERIALS AND WORK AREAS OUTSIDE THE AOA PERIMETER FENCE.
6. SET UP OFFICE, SET UP NOTICE BOARD AND INSTALL RAIN GAUGE.
SEQUENCE OF CONSTRUCTION - AREA 1:
1. PERFORM LAYOUT AND STAKEOUT OF WORK ELEMENTS AS REQUIRED.
2. INSTALL SEDIMENT & EROSION CONTROL MEASURES.
3. INSTALL BARRICADES AND CONES AS SHOWN ON THIS SHEET TO CLOSE WORK AREA AND ADJACENT
SECTION OF TAXIWAY B AND APRON. COVER TAXIWAY LIGHTS IN CLOSED TAXIWAY SECTION. COVER
AIRFIELD SIGNS REFERRING TO CLOSED TAXIWAY SECTION.
4. PROVIDE PUMPS AS NEEDED TO DEWATER TEMPORARY LOW AREAS WITHIN THE CONSTRUCTION LIMITS.
5. EXCAVATE FOR STORM DRAINAGE PIPE, STRUCTURE, AND SWALE CONSTRUCTION. INSTALL DRAINAGE
PIPE AND STRUCTURES AND BACKFILL AS DESCRIBED IN THE SPECIFICATIONS. IF AREA IS NOT TO BE
PAVED OVER, SEED AND MULCH DISTURBED AREAS.
r�
0
a
NOTE: ONCE WORK INSIDE THE TAXIWA'
FREE AREA (TOFA) IS COMPETE
CONTRACTOR SHALL RELOCATE
BARRICADES OUTSIDE THE TOFA
REOPEN TAXIWAY B TO AIRCRAF
r\�
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NOTE: CONTRACTOR SHALL KEEP ALL
PERSONNEL, VEHICLES AND EQUIPMENT
INSIDE BARRICADES AT ALL TIMES UNLESS
GIVEN PRIOR PERMISSION TO DO S0.
BARRICADE LOCATIONS FOR WORK OUTSIDE
TAXIWAY B OBJECT FREE AREA
6. STRIP TOPSOIL AND STOCKPILE.
7. EXCAVATE IN -SITU SOILS TO BOTTOM OF PAVEMENT SUBGRADE ELEVATION IN AREAS OF NEW
PAVEMENT SECTION; DISPOSE OF SOILS OF EACH TYPE OFF -SITE AS DESCRIBED IN THE
SPECIFICATIONS.
8. CONSTRUCT CRUSHED AGGREGATE BASE COURSE (P-209) IN AREAS OF NEW PAVEMENT.
9. CONSTRUCT CEMENT TREATED BASE COURSE (P-304) IN AREAS OF NEW PAVEMENT.
10. PLACE CEMENT CONCRETE PAVEMENT (P-501) AND SAWCUT/SEAL JOINTS.
11. INSTALL LIGHTING SYSTEM.
12. MARK PAVEMENT - FIRST APPLICATION BEFORE REOPENING AIRFIELD AREAS, FINAL APPLICATION ON
CONCRETE PAVEMENT AFTER CURING PERIOD IN SPECIFICATIONS.
13. SEED AND MULCH DISTURBED AREAS AND PLACE SOD WHERE INDICATED.
14. COMPLETE SAFETY INSPECTION OF TAXIWAY AND APRON PRIOR TO REOPENING PHASE AREA. REMOVE
BARRICADES; UNCOVER TAXIWAY LIGHTS AND SIGNS.
15. PERFORM FINAL MARKING ON PAVEMENT AFTER PAVEMENT CURES. REQUIRES 1 /2 DAY CLOSURE OF
TAXIWAY B ADJACENT TO WORK AREA, INCLUDING PLACEMENT OF BARRICADES.
16. COMPLETE SURVEY FOR QUANTITY VERIFICATION AND AS -BUILT INFORMATION AND PROVIDE TO
ENGINEER.
17. COMPLETE ANY REMAINING SEEDING AND MULCHING THROUGHOUT PROJECT AREA.
18. RESTORE HAUL ROADS AND STAGING AREAS.
19. REMOVE SEDIMENT AND EROSION CONTROL MEASURES, STOCKPILES/DEBRIS AND OTHER
MISCELLANEOUS ITEMS.
20. DEMOBILIZE.
i
LEGEND
x x
EXISTING FENCE
TSA TSA
TAXIWAY SAFETY AREA
TOFA
TAXIWAY OBJECTFREE AREA
TEMPORARY LOW PROFILE
LIGHTED BARRICADES
_00- 00-- 00- TEMPORARY LIGHTED BARRIERS
WITH FENCING
CONTRACTOR'S ACCESS
/HAUL ROUTE
AREA 1 WORK LIMITS
AREA 1 A WORK LIMITS
AREA 1 PAVEMENT LIMITS
100 50 0 100 200 300
SCALE IN FEET
1 "= 100'
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Date
DECEMBER 2019
Scale
1"=100'
Drawn
REM
Checked
EMS
Project No.
3301-1702
Sheet No.
A4

Ln
FA
x
TEI` MINAL
BUILDING
0
C3
X X X---,x
5+
C
NOTE: CONTRACTOR SHALL KEEP ALL
PERSONNEL, VEHICLES AND EQUIPMENT
INSIDE BARRICADES AT ALL TIMES UNLESS
GIVEN PRIOR PERMISSION TO DO S0.
AIR CARRIER
RAMP
0
CONTRACTOR'S
ACCESS THROUGH
EXISTING GATE A5
CONTRACTOR'S
STAGING AND
STOCKPILE AREA
____PACE LOW-
rKvriLt UIiFiItU i
BARRICADES 15 ,
OUTSIDE AREA 2 CONCRETE WASH
PAVING LIMITS OUT ARE
- OF p \ TOFA TOFA
A TSA TSA TSA TSA TSA TSA TSA TSA TSJ �.SA \ \TSA A
TWY 'B'
BARRICADE LOCATIONS FOR WORK, INSIDE
AND OUTSIDE TAXIWAY B OBJECT FREE AREA
PUBLIC SAFETY
OFFICE
TOFA TOFA TOFA L+ T FA
Fri# i�r�c-- TSA -
PLACE LOW PROFILE--*`
LIGHTED BARRICADES AT �-
INTERMEDIATE HOLDING
POSITION MARKING
0
0
SEQUENCE OF CONSTRUCTION - GENERAL:
THE SEQUENCE OF CONSTRUCTION SHOWN ON THIS PHASING PLAN HAS BEEN DEVELOPED TO HELP THE CONTRACTOR
UNDERSTAND THE OPERATIONAL NEEDS OF THE AIRPORT. IN ACCORDANCE WITH THE SPECIFICATIONS THE CONTRACTOR
SHALL PROVIDE A DETAILED SCHEDULE OF CONSTRUCTION FOR EACH PHASE OF WORK TO THE ENGINEER FOR REVIEW AND
APPROVAL PRIOR TO COMMENCING CONSTRUCTION.
1. LOCATE UTILITIES IN PROJECT AREA.
2. CONFIRM SURVEY CONTROL NETWORK/EXISTING CONDITIONS. REINSTALL PK NAILS AT BEGINNING AND END OF
PROJECT BASELINES, IF NEEDED.
3. INITIATE SECURITY BADGING AND TRAINING FOR SUPERVISORY PERSONNEL.
4. SUBMIT SUBMITTALS TO ENGINEER WITHIN 10 BUSINESS DAYS AFTER NOTICE OF AWARD.
5. ESTABLISH TEMPORARY FENCING IN STAGING/MATERIAL STORAGE AREA(S) AS NEEDED TO SECURE MATERIALS AND
WORK AREAS OUTSIDE THE AOA PERIMETER FENCE.
6. SET UP OFFICE, SET UP NOTICE BOARD AND INSTALL RAIN GAUGE.
SEQUENCE OF CONSTRUCTION - AREA 2:
1. PERFORM LAYOUT AND STAKEOUT OF WORK ELEMENTS AS REQUIRED
2. INSTALL SEDIMENT & EROSION CONTROL MEASURES
3. INSTALL BARRICADES AS SHOWN ON THIS SHEET TO CLOSE WORK AREA AND ADJACENT SECTION OF TAXIWAY B AND
APRON. COVER TAXIWAY LIGHTS IN CLOSED TAXIWAY SECTION. COVER AIRFIELD SIGNS REFERRINGTO CLOSED
TAXIWAY SECTION.
4. PROVIDE PUMPS AS NEEDED TO DEWATER TEMPORARY LOW AREAS WITHIN THE CONSTRUCTION LIMITS
5. EXCAVATE IN -SITU SOILS TO BOTTOM OF PAVEMENT SUBGRADE ELEVATION IN AREAS OF NEW PAVEMENT SECTION;
DISPOSE OF SOILS OF EACH TYPE OFF -SITE AS DESCRIBED IN THE SPECIFICATIONS.
6. STRIP TOPSOIL AND STOCKPILE.
7. CONSTRUCT CRUSHED AGGREGATE BASE COURSE (P--209) IN AREAS OF NEW PAVEMENT.
8. CONSTRUCT CEMENT TREATED BASE COURSE (P-304) IN AREAS OF NEW PAVEMENT.
9. PLACE CEMENT CONCRETE PAVEMENT (P-501) AND SAWCUT/SEAL JOINTS.
10. INSTALL LIGHTING SYSTEM.
11. MARK PAVEMENT - FIRST APPLICATION BEFORE REOPENING AIRFIELD AREAS, FINAL APPLICATION ON CONCRETE
PAVEMENT AFTER CURING PERIOD IN SPECIFICATIONS.
12. SEED AND MULCH DISTURBED AREAS AND PLACE SOD WHERE INDICATED.
13. COMPLETE SAFETY INSPECTION OR TAXIWAYS AND APRON PRIOR TO REOPENING AREA. REMOVE' BARRICADES;
UNCOVER TAXIWAY LIGHTS AND SIGNS.
14. PERFORM FINAL MARKING ON PAVEMENT AFTER PAVEMENT CURES. REQUIRES 1 /2 DAY CLOSURE OF TAXIWAY B
ADJACENT TO WORK AREA, INCLUDING PLACEMENT OF BARRICADES.
15. COMPLETE SURVEY FOR QUANTITY VERIFICATION AND AS -BUILT INFORMATION AND PROVIDE TO ENGINEER.
16. COMPLETE ANY REMAINING SEEDING AND MULCHING THROUGHOUT PROJECT AREA.
17. RESTORE HAUL ROADS AND STAGING AREAS.
18. REMOVE SEDIMENT AND EROSION CONTROL MEASURES, STOCKPILES/DEBRIS AND OTHER MISCELLANEOUS ITEMS.
19. DEMOBILIZE.
AREA 2 GENERAL NOTES:
1. AREAS 1 AND 2 SHALL -NOT BE WORKED ON CONCURRENTLY.
2. AREA 1 CONCRETE PAVEMENT INSTALLATION SHALL BE COMPLETED PRIOR TO THE START OF AREA 1 A.
3. THE CONTRACTOR SHALL NOT BE PERMITTED WITHIN THE RUNWAY SAFETY AREA AT ANY TIME. WORK IN
THE TAXIWAY OBJECT FREE AREA IS NOT PERMITTED UNLESS THE TAXIWAY IS CLOSED (PARTIAL OR FULL
CLOSURE).
4. SAFETY REQUIREMENTS, CLOSURE CROSSES AND LIGHTED BARRICADES SHOWN ARE TO BE UTILIZED DURING
CONSTRUCTION. CROSSES AND BARRICADES SHALL BE INSTALLED, REMOVED, OR RELOCATED AS REQUIRED
FOR COMPLIANCE WITH SAFETY PLAN.
5. PORTIONS 'OF THE TAXIWAY LIGHTING SYSTEM FOR TAXIWAY B SHALL BE DISABLED DURING THE PROJECT.
CONTRACTOR SHALL INSTALL TEMPORARY CABLE JUMPERS TO DISABLE TAXIWAY LIGHTS FOR CLOSED
TAXIWAY AREAS AND TO MAINTAIN REMAINDER OF LIGHTING CIRCUIT IN OPERATION AS REQUIRED. THE
CONTRACTOR SHALL DISABLE OR COVER ANY CONFLICTING GUIDANCE SIGNS AS REQUIRED OR AS DIRECTED
BY THE ENGINEER. THERE SHALL BE NO SEPARATE MEASUREMENT AND PAYMENT FOR THIS WORK.
6. SEE SAFETY PLAN REQUIREMENTS, SHEETS A2 AND A3, AND PROJECT SPECIAL PROVISIONS FOR OTHER
SAFETY RELATED ITEMS.
7. CONTRACTOR SHALL HAVE A SWEEPER TRUCK ON SITE AT ALL TIMES. THE CONTRACTOR SHALL MONITOR
CONSTRUCTION CROSSING AREAS ON TAXIWAYS AND APRONS FOR FOD AND SHALL CLEAN UP ALL FOD
IMMEDIATELY.
AREA 2 CONSTRUCTION DURATION:
AREA 2: 90 CALENDAR DAYS
AREA 2 AIRFIELD IMPACTS:
1. PARTIAL CLOSURE OF AIR CARRIER RAMP.
3 2. TAXIWAY B PARTIAL CLOSURE BETWEEN AIR
CARRIER RAMP AND TAXIWAY A.
TOFA ------ TOF
TSA TSA Tc e
LEGEND
x x
EXISTING FENCE
TSA
TAXIWAY SAFETY AREA
TOFA
TAXIWAY OBJECT FREE AREA
TEMPORARY LOW PROFILE
LIGHTED BARRICADES
CONTRACTOR'S ACCESS/
HAUL ROUTE
\
AREA 2 WORK LIMITS
AREA 2 PAVEMENT LIMITS
100 50 0 100 200 300
SCALE IN FEET
1 "= 100'
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Date
DECEMBER 2019
Scale
1 " = 100,
Drawn
REM
Checked
EMS
Project No.
3301-1702
Sheet No.
A5

_J1
J
EXISTING
EXTENDED DRY
DETENTION BASIN
t
TOP OF EXISTING
EXTENDED DRY /
h DETENTION BASIN J . `
}
}
I�
r# I f r tt0
Bass n a a n
C?verall
dra t na e Area 1
_ g_
Phase t�t I
Dr a Area .
a n_ e
g
#
Pr tr atm nt Swa e 3
£' e e
- a Area
Dan e
tt u
t re Phase
- i Are
D -ain e a
Receiving Stream Name
k Smith Creek
a
Creek
Smith C e
Smith Creek
Smith Creek
Stream Class
C, SW
C, SW
C, SW
C, SW
Stream Index Number
18-74-63
18-74-63
18-74-63
18-74-63
Total Drainage Area (sf)
14,041,075
12.1529,107
696,960
1,511,968
On -site Drainage Area (sf)
14,041,075
12,529,107
696,960
1,511,968
Off -site Drainage Area (sf)
0
0
0
0
Proposed Impervious Area (sf)
9,751,185
8,520,835
522,720
1,230,350
% Impervious Area (total)
69.4%
68.0%
75.0%
81.4%
Im eCVE S Surface Area
Urfa
r a e Are
D a�n a 1 -
. .
Ar
Drain a ea
a
Pret#3
r
Drama e A ea
g
FuturPOveraII III
e
Dra`na ` Area
g
On -site Buildings/Lots (sf)
0
0
0
0
On -site Streets (sf)
4,252
4,252
4,252
0
On -site Parking (sf)
121,353
121.1353
121,353
0
On -site Sidewalks (sf)
0
0
0
0
Other on -site (sf)
0
0
0
0
Future (sf)
3,454,162
2,223,812
298,528
1,230,350
Off -site (sf)
0
0
0
0
Existing BUA (sf)
6,171,41$
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LEGEND
EXISTING
CONCRETE PAVEMENT
EXISTING
BITUMINOUS PAVEMENT
EXISTING
GRAVEL PAVEMENT
27.E
EXISTING
CONTOUR
EXISTING
TAXIWAY LIGHT
EXISTING
STORM DRAIN PIPE
39 SB-2
APPROXIMATE BORING LOCATION
UGP
EXISTING
UNDERGROUND POWER
W
EXISTING
WATERLINE
rF oo l� t N� oo `
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Date
GENERAL NOTE: w DECEMBER 2019
_ Q Scale
SEE SHEET EX3 FOR NOTES.
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w
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\ \ Project No.
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30 15 0 30 60 90 Sheet No.
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MATCH UNE - SEE SHEET EX2
4
EXISTING GRAVEL BASIN
PERIMETER ROADWAY
EXISTING GRAVEL MAINTENANCE
\` ROADWAY IN EXTENDED DRY
DETENTION BASIN
UTL
UTL
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FORE BAY BERM-
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EXIS-TNG GRAVEL MAINTENANCE _ � ,._
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GENERAL GRADING NOTES FOR EXPANSION AREAS:
7.
UPON COMPLETION OF THE EXCAVATION ACTIVITIES, THE AREA SHALL BE PROOFROLLED WITH A LOADED TANDEM
AXLE DUMP TRUCK. PROOFROLLING SHALL BE PERFORMED IN PRESENCE OF RESIDENT PROJECT REPRESENTATIVE
LEGEND
1.
LOCATIONS OF UNDERGROUND UTILITIES SHOWN ARE APPROXIMATE. PRIOR TO COMMENCING CONSTRUCTION,
AND GEOTECHNICAL REPRESENTATIVE. AREAS THAT EXHIBIT EXCESSIVE RUTTING OR PUMPING SHALL BE REPAIRED
CONTRACTOR SHALL CONTACT THE LOCAL UTILITY LOCATING COMPANIES TO MARK LOCATION OF EXISTING
PRIOR TO PLACEMENT OF EMBANKMENTS, AS DIRECTED BY THE ENGINEER.
la
EXISTING CONCRETE PAVEMENT
UNDERGROUND UTILITIES. CONTRACTOR WILL BE PROVIDED WITH RECORD DRAWINGS OF EXISTING AIRFIELD
LIGHTING CIRCUITS. IT WILL BE THE RESPONSIBILITY OF THE CONTRACTOR TO LOCATE EXISTING AIRFIELD LIGHTING
8.
GROUNDWATER DEPTH DURING THE SUBSURFACE INVESTIGATION WAS OBSERVED 4.5 TO 6 FEET BELOW EXISTING
EXISTING BITUMINOUS PAVEMENT
CABLES BASED ON THE RECORD DRAWINGS.
GRADES. DURING EARTHWORK OPERATIONS, DEWATERING MAY BE REQUIRED. DEWATERING AT DEPTHS BELOW THE
GROUNDWATER LEVEL MAY REQUIRE WELL POINTING. THERE SHALL BE NO SEPARATE MEASUREMENT AND PAYMENT
EXISTING GRAVEL PAVEMENT
2.
CONTRACTOR SHALL FOLLOW THE SEQUENCE OF CONSTRUCTION DESCRIBED ON THE SEDIMENTATION AND EROSION
FOR DEWATERING. DEWATERING SHALL BE CONSIDERED INCIDENTAL TO THE OTHER CONTRACT ITEMS BID UPON.
CONTROL SHEETS.
PAVEMENT TO BE REMOVED
9.
THE FINE GRAINED SOILS PRESENT IN THE PROJECT AREA ARE SENSITIVE TO EXCESSIVE MOISTURE, AND MAY RUT
3.
IT IS RECOMMENDED THAT WIDE TRACKED VEHICLES BE USED DURING CONSTRUCTION. HEAVY RUBBER -TIRE
AND PUMP, ESPECIALLY UNDER RUBBER TIRE TRAFFIC LOADING WHEN WET. IT SHALL BE THE CONTRACTOR'S
EXISTING CONTOUR
VEHICLES SHOULD BE KEPT OFF OF THE SITE UNTIL A STABLE SURFACE IS ESTABLISHED.
RESPONSIBILITY TO PRO -ACTIVELY CONTROL SURFACE RUNOFF AND GROUND WATER, TO EXERCISE DISCRETION IN
SELECTING EQUIPMENT TYPES AND SIZES AND TO SEQUENCE HIS OPERATIONS SO AS TO MINIMIZE DETERIORATION
EXISTING TAXIWAY LIGHT
4.
SITE GRADING SHOULD INITIALLY BEGIN WITH THE REMOVAL OF ANY TOPSOIL AND SURFACE VEGETATION FROM
OF EXPOSED SUBGRADE SOILS AND TO PROTECT THE SUBGRADE UNTIL THE OVERLYING MATERIALS CAN BE
WITHIN THE LIMITS OF THE NEW PAVEMENT. THE ANTICIPATED DEPTH OF TOPSOIL AND VEGETATION IS 3-6
PLACED. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL DEWATERING OPERATIONS DURING CONSTRUCTION.
>< EXISTING TAXIWAY LIGHT TO BE REMOVED
INCHES. THIS REMOVAL OF TOPSOIL AND ORGANICS SHALL BE MEASURED AND PAID FOR AS "UNCLASSIFIED
COST FOR DEWATERING SHALL BE INCLUDED IN ITEMS BID UPON. THE CONTRACTOR SHALL BE RESPONSIBLE FOR
EXCAVATION". SOIL SHALL BE TEMPORARILY STOCKPILED ONSITE AND RE -USED WITHIN THE SHOULDER AREAS.
CONTROLLING ALL SEDIMENT PRODUCED FROM DEWATERING OPERATIONS.
EXISTING STORM DRAIN PIPE
ANY EXCESS SOIL SHALL BE DISPOSED OF OFF AIRPORT PROPERTY.
10.
ONCE FINAL SUBGRADE HAS BEEN COMPACTED AND ACCEPTED, AGGREGATE BASE COURSE SHALL BE PLACED AND
B-14 APPROXIMATE BORING LOCATION
5.
WITHIN THE PAVEMENT SHOULDER AREAS, PRIOR TO PLACEMENT OF FILL MATERIAL, THE AREA SHALL BE
COMPACTED.
SCARIFIED TO A DEPTH OF 6" PRIOR TO PLACEMENT OF FILL.
LIGP EXISTING UNDERGROUND POWER
11.
UPON COMPLETION OF THE PAVING OPERATIONS, STOCKPILED TOPSOIL SHALL BE PLACED ON DISTURBED AREAS
6.
FOR ONSITE MATERIAL THAT IS SUITABLE FOR USE IN PROJECT EMBANKMENT, THE CONTRACTOR WILL BE
PRIOR TO SEEDING AND MULCHING. ALL EXCESS STOCKPILED TOPSOIL AND EXCAVATED SOIL PREVIOUSLY
W EXISTING WATERLINE
RESPONSIBLE FOR DRYING OR WETTING THE MATERIAL TO WITHIN 2 OF OPTIMUM MOISTURE AND COMPACTING THE
STOCKPILED SHALL BE DISPOSED OF OFF AIRPORT PROPERTY. THERE SHALL BE NO SEPARATE MEASUREMENT
MATERIAL IN ACCORDANCE WITH SPECIFICATION SECTION P-152. JUST BECAUSE MATERIAL IS WET OF OPTIMUM,
AND PAYMENT FOR STOCKPILING THE TOPSOIL AND PLACING THE TOPSOIL IN ITS FINAL LOCATION.
DOES NOT INDICATE THAT THE MATERIAL IS NOT SUITABLE FOR USE AS FILL IN TAXIWAY SHOULDER AREAS.
12.
REMOVAL 4F GRAVEL SHALL BE INCLUDED IN BE MEASURED AND PAID FOR AS "UNCLASSIFIED EXCAVATION".
30 15 0 30 60 90
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1. EXISTING CONDITIONS SURVEY FROM THOMAS AND HUTTON, DATED 0 �, F S/o ni''0
AUGUST 2018.0. oSE
L _
034503 0
2. ALL ELEVATIONS ARE IN NAVD88. HORIZONTAL DATUM NAD 83 (2011). = o
s
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3. BORING LOCATIONS LOGS AND TEST DATA ARE CONTAINED IN APPENDIX °�GINE
,si/s �000eo00000�0
"I" OF THE SPECIFICATIONS AND ARE FOR INFORMATIONAL®' � E• %%% %
PURPOSES ,°y,,,,,.
ONLY. CONTRACTOR SHALL USE DATA AT HIS OWN RISK. CONTRACTOR IS
RESPONSIBLE FOR MAINTAINING VERTICAL AND HORIZONTAL CONTROL FOR Date
THE PROJECT. DECEMBER 2019
Scale
4. MONUMENTS, BENCHMARKS, CONTROL POINTS, AND BASELINES ARE AS
1"=30'
SHOWN ON SHEET SC1. Drawn
REM
5. CONTRACTOR SHALL USE EXTREME CAUTION WHEN WORKING IN THE Checked
VICINITY OF EXISTING UNDERGROUND CABLES AND LIGHTS TO PREVENT EMS
DAMAGE. ANY DAMAGE CAUSED BY CONTRACTOR'S OPERATIONS SHALL Project No.
BE REPAIRED IMMEDIATELY AT THE CONTRACTOR'S EXPENSE. DAMAGED 3301-1702
LIGHTS AND CANS SHALL BE REPLACED AT CONTRACTOR'S EXPENSE. Sheet No.
6. FOR SEQUENCE OF CONSTRUCTION, PHASING, AND SAFETY
REQUIREMENTS, SEE "A" SHEETS. EX3

LEGEND
EXISTING CONCRETE PAVEMENT
EXISTING BITUMINOUS PAVEMENT
EXISTING GRAVEL PAVEMENT
EXISTING STORM DRAIN PIPE
PROPOSED CONCRETE PAVEMENT
f r
PROPOSED BITUMINOUS PAVEMENT
PROPOSED STORM DRAIN PIPE
—�—
DIRECTION OF DRAINAGE FLOW
1 1\I11Y1t—. GJ.'-V
INV IN 30" RCP(N): 19.53
INV OUT 30" RCP(S): 19.36
NOTES:
1. SEE SHEETS G2—G3 FOR PROPOSED CONTOURS.
2. SEE SHEET D1 FOR PAVEMENT DETAILS AND SHEETS D2—D5 FOR DRAINAGE DETAILS.
3. SEE SHEETS X1—X3 FOR FINISHED GRADE CROSS SECTIONS.
4. FOR JOINT LAYOUT AND ELEVATIONS SEE SHEET G4.
5. CONTRACTOR SHALL SCHEDULE OPERATIONS TO MINIMIZE THE TIME THE SUBGRADE IS
EXPOSED TO POSSIBLE WEATHER. ONCE THE SUBGRADE IS PREPARED, TESTED, AND
ACCEPTED, THE CONTRACTOR SHALL COMMENCE CONSTRUCTION OF THE AGGREGATE BASE
COURSE THEN CEMENT TREATED BASE COURSE.
6. THE CONTRACTOR SHALL MAINTAIN A MINIMUM OF TWO PUMPS ON SITE TO DE —WATER
EXCAVATIONS AND OTHER TEMPORARY LOW AREAS.
P2 PROPOSED DROP INLET
STA:16+21.90 OFF:278.22R
RIM: 24.00
INV IN 24" RCP (PP3): 18.91
INV IN 30" RCP (PE2): 18.73
INV OUT 36" RCP (PP2): 18.63
MATCH UNE — SEE SHEET G3
pm
29
R.
o S A
® 0 034503 0 =
°
IN
V
i' oO00000pO° �j a°
Date
DECEMBER 2019
Scale
1» = 309
Drawn
REM
Checked
EMS
Project No.
3301-1702
Sheet No.
30 15 0 30 60 90
SCALE IN FEET
1$$= 30'

LEGEND
6
EXISTING CONCRETE PAVEMENT
77
EXISTING BITUMINOUS PAVEMENT
EXISTING GRAVEL PAVEMENT
2-0— ----
EXISTING CONTOUR
EXISTING TAXIWAY LIGHT
EXISTING STORM DRAIN PIPE
UCP
EXISTING UNDERGROUND POWER
W
EXISTING WATERLINE
PROPOSED CONCRETE PAVEMENT
PROPOSED BITUMINOUS PAVEMENT
s
j {
27.0
PROPOSED CONTOUR
PROPOSED STORM DRAIN PIPE
-- 0
DIRECTION OF DRAINAGE FLOW
1. Jtt Jt'1tt 1 u l rum IIVt" umH I IVIV VIV KfIV] CLCVH I IVIVJ HIVU IIV VCfC I V
i � I
___- 2. SEE SHEETS G2 G3 FOR PROPOSED CONTOURS.260
�:
ao`eati44gEtitiess
3. SEE SHEET D1 FOR PAVEMENT DETAILS AND SHEETS D2—D5 FOR DRAINAGE, / p° <�,y°°s
DETAILS.000.
o
a
-�--- ___ 4. SEE SHEETS X1—X3 FOR FINISHED GRADE CROSS SECTIONS. fu a E .. " e oEAL o
- 0 034503 0 -
5. FOR JOINT LAYOUT AND ELEVATIONS SEE SHEET G4. = aF moo°
° ° O
it
N a
6. PROPOSED CONTOURS SHOWN ON THIS SHEET ARE THE FINISHED GRADE % --o•\ �, § ;. °°,,,!� E, �,,,.
CONTOURS AFTER COMPLETION OF ALL PAVING. ' P2`�
10, 7. CONTRACTOR SHALL SCHEDULE OPERATIONS TO MINIMIZE THE TIME THE SUBGRADE ` `'s` ° Date
fi �' # g DECEMBER 2019
IS EXPOSED TO POSSIBLE WEATHER. ONCE THE SUBGRADE IS PREPARED, TESTED,
AND ACCEPTED, THE CONTRACTOR SHALL COMMENCE CONSTRUCTION OF THE o' t ; ; Scale
AGGREGATE BASE COURSE THEN CEMENT TREATED BASE COURSE. 3
-'' I 1
d � � Drawn
8. THE CONTRACTOR SHALL MAINTAIN A MINIMUM OF TWO PUMPS ON SITE TO r / ; , REM
DE —WATER EXCAVATIONS AND OTHER TEMPORARY LOW AREAS. -�'� r Checked
� EMS
Project No.
3301-1702
Sheet No.
MATCH UNE — SEE SHEET G3 30 15 0 30 60 90
SCALE IN FEET G 2
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STA' 5+43.22 OFF: 0.00 (n I-- ir
SWALE (9
A 35
RIM: 22.25
BASELINE 20.0 21.0 INV IN 36" RCP (PP2): 17.38 PLOG INV 30" RCP(N): 17.3-~N` \
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INV OUT 30" RCP(S): 17.10 1I­_
INV OUT 36- RCP (PP1): 17.28
23.0-
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PROPOSED TREATMENT SWALE, NCDOT CLASS B RIPRAP, 18" THICK ON
5:1 MAX SIDE SLOPE FILTER FABRIC (NCDOT 1056, TYPE 2)
_0" CONTOURS SHOWN) WIDTH VARIES, SHAPE TO CHANNEL.
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AIRPORT PERIMETER ROAD
EXISTING GRAVEL BASIN
EXTEND TO BASIN LOW FLOW CHANNEL N, <
FILTER FABRIC (NCDOT 1056, TYPE 2). \\ '�-'`
SEE CHANNEL DETAIL A ON SHEET D3.
PERIMETER ROADWAY
(600 SY)
TOP OF EXISTING FORE BAY -BERM IN
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\\\�\\`, ` EXTENDED DRY E D D�
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DETENTION BASIN ----DETENTION BASIN
NOTES: ___, __ � \ \\��\�\\\\�
1. SEE SHEETS G2-G3 FOR PROPOSED CONTOURS. :N_4 \� \\� °
2. SEE SHEET D1 FOR PAVEMENT DETAILS AND UTL UTL U TL
SHEETS D2-D5 FOR DRAINAGE DETAILS. U �'N
3. SEE SHEETS CROSS SECTIONSX1-X3 FOR FINISHED GRADE U TL � \ �-- _� l� �\ �� \�\ �\��\� p
4. CONTRACTOR SHALL SCHEDULE OPERATIONS TO
MINIMIZE THE TIME THE SUBGRADE IS EXPOSED-73 0 �_ __�-_ ��` \���\ A
TO POSSIBLE WEATHER. ONCE THE SUBGRADE � ____ �_ \\\\\� \��� ° °
IS PREPARED, TESTED, AND ACCEPTED, THE
CONTRACTOR SHALL COMMENCE CONSTRUCTION `� \�\�\ \\\\� °
OF THE AGGREGATE BASE COURSE THEN \�\\\\\\�N�\
CEMENT TREATED BASE COURSE.
5. THE CONTRACTOR SHALL MAINTAIN A MINIMUM
OF TWO PUMPS ON SITE TO DE -WATER
EXCAVATIONS AND OTHER TEMPORARY LOW
AREAS.
LEGEND
�d
EXISTING CONCRETE PAVEMENT
EXISTING BITUMINOUS PAVEMENT
EXISTING GRAVEL PAVEMENT
-27.0-
EXISTING CONTOUR
EXISTING TAXIWAY LIGHT
EXISTING STORM DRAIN PIPE
UGP
EXISTING UNDERGROUND POWER
W
EXISTING WATERLINE
PROPOSED CONCRETE PAVEMENT
PROPOSED BITUMINOUS PAVEMENT
-27.0
PROPOSED CONTOUR
PROPOSED STORM DRAIN PIPE
-
DIRECTION OF DRAINAGE FLOW
30 15 0 30 60 90
=4
SCALE IN FEET
1 py= 301
EXIST-IRG 18" RCP
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4 0
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Date
DECEMBER 2019
Scale
1 30'
Drawn
REM
Checked
EMS
Project No. 3301-1702
Sheet No.
G 3

LEGEND
EXISTING
CONCRETE PAVEMENT
EXISTING
BITUMINOUS PAVEMENT
EXISTING
GRAVEL PAVEMENT
27-
EXISTING
CONTOUR
-�
EXISTING
TAXIWAY LIGHT
EXISTING
STORM DRAIN PIPE
UGP
EXISTING
UNDERGROUND POWER
EXISTING
WATERLINE
PROPOSED CONCRETE PAVEMENT
27.0
PROPOSED CONTOUR
x 26.50
PROPOSED JOINT ELEVATION
LAYOUT AND GRADING PLAN
NOTES:
1. SEE SHEET D1 FOR PAVEMENT DETAILS.
2. SEE SHEETS X1-X3 FOR FINISHED GRADE CROSS SECTIONS.
3. PROPOSED CONTOURS SHOWN ON THIS SHEET ARE THE FINISHED GRADE
CONTOURS AFTER COMPLETION OF ALL PAVING.
4. CONTRACTOR SHALL SCHEDULE OPERATIONS TO MINIMIZE THE TIME THE
SUBGRADE IS EXPOSED TO POSSIBLE WEATHER. ONCE THE SUBGRADE IS
PREPARED, TESTED, AND ACCEPTED, THE CONTRACTOR SHALL COMMENCE
CONSTRUCTION OF THE AGGREGATE BASE COURSE THEN CEMENT TREATED
BASE COURSE.
5. THE CONTRACTOR SHALL MAINTAIN A MINIMUM OF TWO PUMPS ON SITE TO
DE -WATER EXCAVATIONS AND OTHER TEMPORARY LOW AREAS.
30 15 0 30 60 90
SCALE IN FEET
1 "= 30'
JOINT ELEVATION PLAN
JOINT LAYOUT PLAN
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Date
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Scale
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REM
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EMS
Project No.
3301-1702
Sheet No.

M
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EROSION AND SEDIMENT CONTROL NOTES: o o J
1. ALL TEMPORARY OR PERMANENT EROSION AND SEDIMENT CONTROL PRACTICES NECESSARY FOR RETAINING SEDIMENTS ON THE N N
N THE PLANS PRIOR TO ANY LAND CLEARING OR LO
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AND MATERIALS HANDLING PRACTICES FOR COMPLIANCE WITH EQUIPMENT AND VEHICLE MAINTENANCE ONSITE CONCRETE WASHOUT CONSTRUCTION SITE SHALL BE INSTALLED AT THE LOCATIONS AS SPECIFIED 0 -
GROUND STABILIZATIONSTRUCTURE WITH LINER r
_ GRUBBING ACTIVITIES. A RAIN GAUGE PROVIDED BY CONTRACTOR MUST BE LOCATED ON SITE AT ALL TIMES. `,� Z '�
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TION GENERAL PERMIT in vehicles and equipment to revent discharge of fluids. ,y ,�..� z o ~
THE N0001 CONSTRUCTION 1. Maintain P10
will r he construction o o ° o� � 2. CRITICAL EROSION AREAS SHALL BE GIVEN SPECIAL ATTENTION PRIOR TO AND DURING CONSTRUCTION OF THE PROJECT AND f.-�1
i Ian sheet result in t equipment. ,�. Z z �
Implementing the details and specifications on this p 2. Provide drip pans under any stored eq p
-{- UNTIL SUCH TIME AS STABILIZATION OF THE PROJECT HAS BEEN ESTABLISHED. ZO W
activity being considered compliant with the Ground Stabilization and Materials Handling 3, Identify leaks and repair as soon as feasible, or remove leaking equipment from the ° ° � � � � , o ok6l
cI P rmit Sections E and F res ectivel . The °°PQ
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sections of the NCG01 Construction Genera e ( p Y) project. ° 3. CONTRACTOR SHALL MAKE PERIODIC SITE INSPECTIONS OF THE EROSION AND SEDIMENT CONTROL MEASURES TO DETERMINE ermittee shall comply with the Erosion and Sediment Control plan approved by the II s ent fluids store in se arate containers and properly dispose as ° ° `ECnON
p 4. Collect a p p THEIR CONDITION AND PERFORMANCE. IF SEDIMENT HAS DEPOSITED IN A STREAM OR WETLAND, CONTRACTOR SHALL NOTIFY C�
delegated authority having jurisdiction. All details and specifications shown on this sheet hazardous waste (recycle when possible).
( y, „� OWNER AND THE DIVISION OF WATER QUALITY OFFICE WITHIN 24 HOURS AND WRITTEN NOTICE MUST BE PROVIDED WITHIN 5 Z
may not apply depending on site conditions and the delegated authority having jurisdiction. CLEM&YYARl(EDSMIAM SECIM A -A °� " FM ""°�''�"" °E'° °" DAYS. SHOULD ANY ADJUSTMENTS OR REPAIRS NEED TO BE MADE, THE CONTRACTOR SHALL RESPOND IMMEDIATELY IN MAKING co Z
5. Remove leaking vehicles and construction equipment from service until the problem IIOAl606wm(ImeWL) � Y,,,� SIMAGE
1. ACTUAL WASHOUT °"�° Home DEVICE ('s'"`�"" Z�sw" WASHOUT n NECESSARY REPAIR, ADJUSTMENT AND/OR REPLACEMENT. ANY SEDIMENT WHICH HAS BEEN TRANSPORTED BEYOND THE
has been corrected. Z >� °° �'"' "H'1 "� LQt1° ITAR
• STABILIZATION � � �1 PROJECT LIMITS SHALL BE REMOVED AND/OR STABILIZED AS DIRECTED BY THE ENGINEER. a
SECTION E. GROUND
I t h d lic fluids and other etroleum products CAPACWOM ITY
Required Ground Stabilization
Timeframes
Stabilize within this
Site Area Description
many calendar
Timeframe variations
days after ceasing
land disturbance
(a) Perimeter dikes,
swales, ditches, and
7
None
perimeter slopes
(b) High Quality Water
7
None
(HQW) Zones
(c) Slopes steeper than
If slopes are 10' or less in length and are
3:1
7
not steeper than 2:1, 14 days are
allowed
-7 days for slopes greater than 50' in
length and with slopes steeper than 4:1
-7 days for perimeter dikes, swales,
(d) Slopes 3:1 to 4:1
14
ditches, perimeter slopes and HQW
Zones
-10 days for Falls Lake Watershed
-7 days for perimeter dikes, swales,
ditches, perimeter slopes and HQW Zones
(e) Areas with slopes
14
-10 days for Falls Lake Watershed unless
flatter than 4:1
there is zero slope
6. Bring used fuels, lubricants, coo an s, y rau p eyed MA W .�
to a recycling or disposal center that handles these materials. 170 ImQEARY
4. TOPSOIL AND AGGREGATE STOCKPILES SHALL BE PLACED AT THE LOCATION AS DIRECTED BY THE ENGINEER. DEDICATED
n%
BELOW GRADE WASHOUT STRUCTURE ABOVE GRADNEormA T SjRUGT BE
DEMOLITION AND OTHER WASTE AREAS AND EARTHEN MATERIAL STOCKPILES MUST BE LOCATED AT LEAST 50' FROM STORM
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DRAINS OR STREAMS UNLESS NO ALTERNATIVE IS FEASIBLE. SILT FENCE SHALL BE ERECTED AT THE TOE OF THE STOCKPILES.
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LITTER, BUILDING MATERIAL AND LAND CLEARING WASTE
SILT FENCE SHALL BE MAINTAINED THROUGHOUT THE DURATION OF THE PROJECT.
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1. Never bury or burn waste. Place litter and debris in approved waste containers.
5. WHERE CONSTRUCTION VEHICLE ACCESS ROUTES INTERSECT PAVED ROADS, PROVISIONS SHALL BE MADE TO MINIMIZE THE
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'n trash CONCRETE WASHOUTS
2. Provide a sufficient number and size of waste containers (e. g dam pstar
TRANSPORT OF SEDIMENT BY VEHICLES TRACKING ONTO THE PAVED SURFACE. WHERE SEDIMENT IS TRANSPORTED ONTO A
ruction and domestic wastes. 1. Do not discharge concrete or cement slurry from the site.
receptacle) on site to contain con st g
PUBLIC ROAD SURFACE, THE ROAD SHALL BE CLEANED THOROUGHLY AT THE END OF EACH DAY. SEDIMENT SHALL BE
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3. Locate waste containers at least 50 feet away from storm drain inlets and surface 2. Dispose of, or recycle settled, hardened concrete residue in accordance with local
REMOVED FROM THE ROADS BY SHOVELING OR SWEEPING AND TRANSPORTED TO A SEDIMENT CONTROL DISPOSAL AREA.
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regulations and at an approved facility.
waters unless no other alternatives are reasonably available. and state solid waste g pp Y
STREET WASHING SHALL BE ALLOWED ONLY AFTER SEDIMENT IS REMOVED IN THIS MANNER.
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4. Locate waste containers on areas that do not receive substantial amounts of runoff 3• Manage washout from mortar mixers in accordance with the above item and in
CONTRACTOR SHALL MAINTAIN AND REPAIR EXISTING AGGREGATE BASE ON ACCESS ROADS, PARKING AREAS AND/OR OTHER
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from land areas and does not drain up directly to a storm drain, stream or wetland. addition place the mixer and associated materials on impervious barrier and within
6.
VEHICLE TRANSPORTATION ROUTES AS REQUIRED OR AS DIRECTED BY THE ENGINEER.
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5. Cover waste containers at the end of each workday and before storm events or lot perimeter silt fence.
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provide secondary containment. Repair or replace damaged waste containers. 4. Install temporary concrete washouts per local requirements, where applicable. If an
7. EROSION AND SEDIMENT CONTROL MEASURES INTENDED TO TRAP SEDIMENT SHALL BE CONSTRUCTED AS A FIRST STEP IN ANY
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'n r during times of high winds. alternate method or product is to be used, contact your approval authority for
6. Anchor all lightweight items in waste containers s g g
LAND DISTURBING ACTIVITY AND SHALL BE MADE FUNCTIONAL BEFORE UPSLOPE LAND DISTURBANCE TAKES PLACE. THE
AND AFTER
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Clean u immediatel if review and approval. If local standard details are not available, use one of the two
7. Empty waste containers as needed to prevent overflow. p Y
MEASURES ARE TO BE KEPT CLEAR OF DEBRIS AND SEDIMENTS SHALL BE CLEANED OUT PERIODICALLY DURING
ACTIVITIES. ALL OTHER STORM WATER MANAGEMENT FACILITIES SHALL BE INSTALLED AND MADE OPERATIONAL
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types of temporary concrete washouts provided on this detail.
CONSTRUCTION
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containers overflow.
concrete washouts for dewaterin or storing defective curb or sidewalk
5. Do not use co g g
AS SHOWN OR REQUIRED BY CONSTRUCTION ACTIVITIES.
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8. Dispose waste off -site at an approved disposal facility.
sections. Stormwater accumulated within the washout may not be pumped into or
8, A PERMANENT VEGETATIVE COVER SHALL BE ESTABLISHED ON DISTURBED AREAS NOT OTHERWISE PERMANENTLY STABILIZED.
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9. On business days, clean up and dispose of waste in designated waste containers.
discharged to the storm drain system or receiving surface waters. Liquid waste must
PERMANENT VEGETATION SHALL NOT BE CONSIDERED ESTABLISHED UNTIL A GROUND COVER IS ACHIEVED THAT IS UNIFORM,
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be pumped out and removed from project.
MATURE ENOUGH TO SURVIVE AND WILL INHIBIT EROSION. PERMANENT VEGETATIVE COVER SHALL CONSIST OF LIMING,
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PAINT AND OTHER LIQUID WASTE 6. Locate washouts at least 50 feet from storm drain inlets and surface waters unless it
FERTILIZING, SEEDING, AND MULCHING TO ASSURE A FIRM STAND OF GRASS. TEMPORARY EROSION CONTROL MEASURES ARE
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1. Do not dump paint and other liquid waste into storm drains, streams or wetlands. can be shown that no other alternatives are reasonably available. At a minimum,
TO BE REMOVED ONLY WHEN STABILIZATION HAS BEEN ESTABLISHED.
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2. Locate paint washouts at least 50 feet away from storm drain inlets and surface install protection of storm drain inlet(s) closest to the washout which could receive
9, CONCENTRATED RUNOFF SHALL NOT FLOW DOWN CUT OR FILL SLOPES UNLESS CONTAINED WITHIN AN ADEQUATE TEMPORARY
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waters unless no other alternatives are reasonably available. spills or overflow.
OR PERMANENT CHANNEL, FLUME OR SLOPE DRAIN STRUCTURE.
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3 Contain liquid wastes in a controlled area. 7 Locate washouts in an easily accessible area on level ground and install a stone
Q
Note: After the permanent cessation of construction activities, any areas with temporary
ground stabilization shall be converted to permanent ground stabilization as soon as
practicable but in no case longer than 90 calendar days after the last land disturbing
activity. Temporary ground stabilization shall be maintained in a manner to render the
roue stabilization is achieved.
surface stable against accelerated erosion until permanentg d s
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4. Containment must be labeled, sized and placed appropriately for the needs of site.
solvents detergents and other liquid wastes from
5. Prevent the discharge of soaps, g q
construction sites.
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entrance pad in front of the washout. Additional controls may be required by the
approving authority.
8. Install at least one sign directing concrete trucks to the washout within the project
limits. Post signage on the washout itself to identify this location.
9. Remove leavings from the washout when at approximately 75% capacity to limit
overflow events. Replace the tarp, sand bags or other temporary structural
p
components when no longer functional. When utilizing alternative or proprietary
products,follow manufacturer's instructions.
10. MAINTENANCE AND INSPECTION OF ALL EROSION AND SEDIMENT CONTROL PRACTICES SHALL BE PERFORMED BY TH
CONTRACTOR ON A WEEKLY BASIS AND AFTER EACH RAINFALL PRODUCING RUNOFF REGARDLESS OF WHETHER THE CONTRACTOR
IS WORKING THAT WEEK, UNTIL FINAL STABLIZATION/ACCEPTANCE. NECESSARY REPAIR, ADJUSTMENT AND/OR REPLACEMENT
SHALL BE PERFORMED IMMEDIATELY. RAINY SEASONS OR WET PERIODS WILL BE OF PARTICULAR CONCERN AND THE PROJECT
SHALL BE INSPECTED DAILY BY THE CONTRACTOR. DAMAGE OR INEFFECTIVE DEVICES SHALL BE REPAIRED OR REPLACED, AS
NECESSARY.
11. AIRBORNE SEDIMENTS DUST SHALL BE CONTROLLED IN ACCORDANCE WITH REQUIREMENTS OF THE SPECIFICATIONS OR AS
DIRECTED BY THE ENGINEER.
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PORTABLE TOILETS
n level round at least 50 feet away from storm drains,
1. Install portable toilets o g Y
streams or wetlands unless there is no alternative reasonably available. If 50 foot
relocation of portable toilet behind silt fence or place
offset is not attainable, provide p
TION
GROUND STABILIZATION SPECIFICATION
Stabilize the ground sufficiently so that rain will not dislodge the soil. Use one of the
techniques in the table below:
Tem ora Stabiliiz�ton
Ferman'ent Stabilization
• Temporary grass seed covered with straw or
• Permanent grass seed covered with straw or
other mulches and tackifiers
other mulches and tackifiers
• Hydroseeding
• Geotextile fabrics such as permanent soil
• Rolled erosion control products with or
reinforcement matting
without temporary grass seed
• Hydroseeding
• Appropriately applied straw or other mulch
• Shrubs or other permanent plantings covered
• Plastic sheeting
with mulch
• Uniform and evenly distributed ground cover
sufficient to restrain erosion
• Structural methods such as concrete, asphalt or
retaining walls
• Rolled erosion control products with grass seed
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surround with sand bags.
on a gravel pad and g
s or in high
2. Provide staking or anchoring of portable toilets during periods of high wind g
foot traffic areas.
portable toilets for leaking and properly dispose of any leaked material.
3. Monitor porta 8 p p Y
Utilize a licensed sanitary waste hauler to remove leaking portable toilets and replace
with properly operating unit.
f the concrete work remove remaining leavings and dig ose of
10. At the completion o g p
applicable, and stabilize an disturbance
in an approved disposal facility. Fill pit, if app ca Y
caused by removal of washout.
-
12. ALL TEMPORARY EROSION AND SEDIMEN T CONTROL MEASURES SHALL BE REMOVED WITHIN 30 DAYS AFTER FINAL SITE
STABILIZATION OR AFTER THE TEMPORARY MEASURES ARE NO LONGER NEEDED, UNLESS OTHERWISE DIRECTED BY THE
ENGINEER. TRAPPED SEDIMENT AND THE DISTURBED SOIL AREAS RESULTING FROM THE DISPOSITION OF TEMPORARY MEASURES
SHALL BE PERMANENTLY STABILIZED TO PREVENT FURTHER EROSION AND SEDIMENTATION.
13. A PERMANENT GROUND COVER MUST BE PROVIDED FOR ALL DISTURBED AREAS WITHIN 15 WORKING DAYS OR 90 CALENDAR
DAYS (WHICHEVER IS SHORTER), FOLLOWING COMPLETION OF EACH PHASE OF CONSTRUCTION.
14. ALL PERIMETER DIKES, SWALES, DITCHES, PERIMETER SLOPES AND ALL SLOPES STEEPER THAN 3 HORIZONTAL TO 1 VERTICAL
(3:1) SHALL BE PROVIDED TEMPORARY AND PERMANENT STABILIZATION WITH GROUND COVER AS SOON AS --PRACTICABLE BUT IN
ANY EVENT WITHIN 7 CALENDAR DAYS FROM THE LAST LAND -DISTURBING ACTIVITY.
15. ALL OTHER DISTURBED AREAS SHALL BE PROVIDED TEMPORARY OR PERMANENT STABILIZATION WITH GROUND COVER AS SOON
AS PRACTICABLE BUT IN ANY EVENT WITHIN 14 CALENDAR DAYS FROM THE LAST LAND DISTURBING ACTIVITY.
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HERBICIDES, PESTICIDES AND RODENTICIDES
1. Store and apply herbicides, pesticides and rodenticides in accordance with label
restrictions.
2. Store herbicides, pesticides and rodenticides in their original containers with the
label, which lists directions for use, ingredients and first aid steps in case of
accidental poisoning.
3. Do not store herbicides, pesticides and rodenticides in areas where flooding is
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EARTHEN STOCKPILE MANAGEMENT _
1. Show stockpile locations on plans. Locate earthen -material stockpile areas at least
50 feet away from storm drain inlets, sediment basins, perimeter sediment controls
and surface waters unless it can be shown no other alternatives are reasonably
available.
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2. Protect stockpile with silt fence installed along toe of slope wit a rriinimu possible or where they may spill or leak Into wells, stormwater rams, groan water
he toe of stockpile. r. If a spill occurs clean area immediately. 16. ALL TEMPORARY CONTROL DEVICES SHALL BE REMOVED ONCE CONSTRUCTION iS COMPLETE AND THE SITE IS STABILIZED.
LYACRYLAMIDES PAMS} AND ELOCCULANTS five feet from t p or surface water. p
PO ( '
the soils being ex osed during 3. Provide stable stone access point when feasible. 4. Do not stockpile these materials onsite. 1 17. ONCE CONSTRUCTION IS COMPLETE AND THE SITE IS STABILIZED, THE CONTRACTOR SHALL BE RESPONSIBLE TO CLEAN OUT THE
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1. Select flocculants that are appropriateP
nstruction selecting from the NC DWR List of Approved PAMS/Flocculants. 4. Stabilize stockpile within the tmeframes provided on this sheet and in accordance NEWLY CONSTRUCTED TREATMENT SCALE AND EXISTING BASIN, AND CONVERT THEM TO THEIR APPROVED DESIGN STATE. � � O
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2. Apply flocculants at or before the inlets to Erosion and Sediment Control Measures. with the approved plan and any additional requirements. Soil stabilization is defined U
pp y 18. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLYING WITH ALL REQUIREMENTS OF THE NORTH CAROLINA SEDIMENTATION o Q Z
as vegetative, physical or chemical coverage techniques that will restrain accelerated HAZARDOUS AND TOXIC WASTE CONTROL LAW AND THE RELATED REGULATIONS, INCLUDING IMPLEMENTATION OF THE EROSION AND SEDIMENT CONTROL PLAN 0- Z < Z J
3. Apply flocculants at the concentrations specified in the NC DWR List of Approved g p Y g q
PAMS/Flocculants and in accordance with the manufacturer's instructions. erosion on disturbed soils for temporary or permanent control needs. 1. Create designated hazardous waste collection areas on -site. AND THE REQUIREMENTS OF THE NPDES GENERAL PERMIT. Qo X �QN
4. Provide onding area for containment of treated Stormwater before discharging 2. Place hazardous waste containers under cover or in secondary containment. CK W
p 19. THE CONTRACTOR SHALL MAINTAIN ON SITE AT ALL TIMES A COPY OF THE NORTH CAROLINA EROSION AND SEDIMENT CONTROL z v _ Q W Li
offsite. 3. Do not store hazardous chemicals, drums or bagged materials directly on the ground. PLANNING AND DESIGN MANUAL, DATED JUNE 2006, REVISED MARCH 2O09, CHAPTERS 6 AND 8 UPDATED MAY 2013. O Z ~ 0 O
5. Store flocculants in leak -proof containers that are kept under storm -resistant cover Q ry ®W W
or surrounded by secondary containment structures. oZ
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PERMANENT SEED MIXES SHALL BE APPLIED AS FOLLOWS: w Z Q Q
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LING EFFECTIVE: 04/01/19MATEIVTALS HAN
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' RENGTH FABRIC W WIRE FENCE SILT FENCE NOTES:
STD ST 4
APPLICATION RATE
SEED
SEEDING DATES
(LBS/ACRE)
COMMON BERMUDAGRASS
50
MAR. 1 - JUL. 31
(HULLED)
COMMON BERMUDAGRASS
70
AUG. 1 - FEB. 28
(UNHULLED)
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8 MAX. 1. WIRE FENCE (IF USED) SHALL BE MINIMUM 1
6' MAX. EXTRA STRENGTH FABRIC WITHOUT WIRE FENCE PLASTIC OR GAUGE WITH A MAXIMUM MESH OPENING OF Q 0
TEMPORARY SEED MIXES SHALL BE APPLIED AS FOLLOWS:
TOP STRAND MIN. #14 GAUGE
WIRE TIES 6-INCHES.
4 2. SYNTHETIC FILTER FABRIC SHALL BE OF AT LEAST
BY WEIGHT OF POLYOLEFIN OR POLYESTER,
WHICH IS CERTIFIED BY THE MANUFACTURER OR
SUPPLIER AS CONFORMING TO THE REQUIREMENTS
IN ASTM D 6461 AND ALSO SHALL CONTAIN
ULTRAVIOLET RAY INHIBITORS AND STABILIZERS
/ ACCORDING TO ASTM D 4355.
�`� 3 SEE THE NC EROSION CONTROL MANUAL FOR
-
SILT � ���; SILT
TEMPORARY SILT FENCE F ENCE I FENCE
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/ USING THE SLICING METH o -7-17-2 o
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FERTILIZER: FERTILIZER SHALL BE APPLIED AT THE RATE OF 500 LB/ACRE OF A 10-10-10 COMMERCIAL
N f CONTRACTOR MAINTENANCE REQUIREMENTS: °°°
O , \ 1. INSPECT SILT FENCE AT LEAST ONCE A WEEK AND STEEL POST FERTILIZER. FERTILIZER SHALL BE APPLIED IN ACCORDANCE WITH THE REQUIREMENTS OF-,, G
SECTION T-901 SEEDING OF THE PROJECT SPECIFICATIONS. E,;,,,'�
o N ,�JP ��\f` AFTER EACH RAINFALL. MAKE ANY REQUIRED SILT FENCE SILT FENCE 2
J GROUND LINE c� �� /f€ REPAIRS IMMEDIATELY.
N 1 LIME: LIME SHALL BE APPLIED AT THE RATE OF 3,000 LBS/ACRE. LIME SHALL BE APPLIED IN Date
2. SHOULD THE FABRIC OF A SEDIMENT FENCE 1.5 IN `� ACCORDANCE WITH SECTION T-901 SEEDING OF THE PROJECT SPECIFICATIONS. DECEMBER 2019
ScaleCOLLAPSE, TEAR, DECOMPOSE OR BECOME NONE
MULCH: MULCH MAY CONSIST OF HAY, STRAW, OR MANUFACTURED MULCH. MULCH SHALL BE
INEFFECTIVE, REPLACE IT PROMPTLY FZO 1 2 EVENLY APPLIED AT THE RATE OF 2 TO 3 TONS PER ACRE TO PROVIDE A LOOSE DEPTH OF
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3. REMOVE SEDIMENT DEPOSITS AS NECESSARY TO o N � ����.�// � �, ; .�f,� ,%�,.� .,� � ;s ,�1 �" 3. MANUFACTURED MULCH SHALL BE APPLIED AT THE RATE AS RECOMMENDED BY REM
O'�f'�o°j�";%� PROVIDE ADEQUATE STORAGE VQLUME FOR THE %i;/r,�i�,�`�i�i;: ` ti%\\/,��i�/1���/t/ THE MANUFACTURER. MULCH SHALL BE APPLIED TO ALL SEEDED AREAS IN ACCORDANCE Checked
z K'`� '��`` ON THE SEDIMENT
�� %� � � � NEXT RAIN AND TO REDUCE PRESSURE WITH THE REQUIREMENTS OF SECTION T-908 -MULCHING OF THE SPECIFICATIONS. EMS
4„ X 8" FENCE. TAKE CARE TO AVOID UNDERMINING OR CONTROL STRUCTURAL 1.5' MIN
o STONE Project No.
�� \ TRENCH LINED DAMAGING THE FENCE DURING CLEANOUT. STONE
2 CONTRACTOR THE CONTRACTOR SHALL BE REQUIRED TO ESTABLISH A GOOD STAND OF GRASS OF UNIFORM 3301-1702
W 12" OF SECTION FRONT VIEW MAINTENANCE OF COLOR AND DENSITY TO THE SATISFACTION OF THE ENGINEER. THE CONTRACTOR SHALL Sheet No.
f,/
L SEEDED AREAS: WATER THE SEEDED AREAS AS REQUIRED FOR SEED GERMINATION AND AS REQUIRED TO
FABRIC AND 4. REMOVE ALL FENCING MATERIALS AND UNSTABLE
COMPACTED
SEDIMENT DEPOSITS AND BRING THE AREA TO MAINTAIN AREAS OF ESTABLISHED GRASS. THE CONTRACTOR SHALL MOW GRASS AREAS
FILL ON TOP GRADE AND STABILIZE IT AFTER THE CONTRIBUTING AND CONTROL THE PRESENCE OF INVASIVE SPECIES AS REQUIRED. CONTRACTOR WILL BE
DRAINAGE AREA HAS BEEN PROPERLY STABILIZED.
REQUIRED TO RESEED AND MULCH ALL AREAS WHERE SEEDING EMERGENCE IS POOR. ALL ESC3
AREAS OF EROSION SHALL BE REPAIRED AND RESEEDED AS SOON AS POSSIBLE.
TEMPORARY SILT FENCE
CONTRACTOR SHALL PROTECT SEEDED AREAS FROM TRAFFIC AS MUCH AS POSSIBLE.
M NOT TO SCALE
M
APPLICATION RATE
SEED
LBS ACRE)
SEEDING DATES
RYE (GRAIN)120
JAN. 1 -MAR. 31
KOBE LESPEDEZA
50
HULLED BERMUDAGRASS
50
APRIL 1 - AUG. 15
RYE (GRAIN)
120
AUG. 16 - DEC. 31

PART III
SELF -INSPECTION, RECORDKEEPING AND REPORTING
SECTION A: SELF -INSPECTION
Self -inspections are required during normal business hours in accordance with the table
below. When adverse weather or site conditions would cause the safety of the inspection
personnel to be in jeopardy, the inspection may be delayed until the next business day on
which it is safe to perform the inspection. In addition, when a storm event of equal to or
greater than 1.0 inch occurs outside of normal business hours, the self -inspection shall be
performed upon the commencement of the next business day. Any time when inspections
were delayed shall be noted in the Inspection Record.
Frequency
Inspect
(during normal
Inspection records must include:
business hours)
(1) Rain gauge
Daily
Daily rainfall amounts.
maintained in
If no daily rain gauge observations are made during weekend or
good working
holiday periods, and no individual -day rainfall information is
order
available, record the cumulative rain measurement for those un-
attended days (and this will determine if a site inspection is
needed). Days on which no rainfall occurred shall be recorded as
"zero." The permittee may use another rain -monitoring device
approved by the Division.
(2) E&SC
At least once per
1. Identification of the measures inspected,
Measures
7 calendar days
2. Date and time of the inspection,
and within 24
3. Name of the person performing the inspection,
hours of a rain
4. Indication of whether the measures were operating
event > 1.0 inch in
properly,
24 hours
5. Description of maintenance needs for the measure,
6. Description, evidence, and date of corrective actions taken.
(3) Stormwater
At least once per
1. Identification of the discharge outfalls inspected,
discharge
7 calendar days
2. Date and time of the inspection,
outfalls (SDOs)
and within 24
3. Name of the person performing the inspection,
hours of a rain
4. Evidence of indicators of Stormwater pollution such as oil
event > 1.4 inch in
sheen, floating or suspended solids or discoloration,
24 hours
5. Indication of visible sediment leaving the site,
6. Description, evidence, and date of corrective actions taken.
(4) Perimeter of
At least once per
If visible sedimentation is found outside site limits, then a record
site
7 calendar days
of the following shall be made:
and within 24
1. Actions taken to cleanup or stabilize the sediment that has left
hours of a rain
the site limits,
event > 1.0 inch in
2. Description, evidence, and date of corrective actions taken, and
24 hours
3. An explanation as to the actions taken to control future
releases.
(5) Streams or
At least once per
If the stream or wetland has increased visible sedimentation or a
wetlands onsite
7 calendar days
stream has visible increased turbidity from the construction
or offsite
and within 24
activity, then a record of the following shall be made:
(where
hours of a rain
1. Description, evidence and date of corrective actions taken, and
accessible)
event > 1.0 inch in
2. Records of the required reports to the appropriate Division
24 hours
Regional Office per Part III, Section C, Item (2)(a) of this permit.
(6) Ground
After each phase
1. The phase of grading (installation of perimeter E&SC
stabilization
of grading
measures, clearing and grubbing, installation of storm
measures
drainage facilities, completion of all land -disturbing
activity, construction or redevelopment, permanent
ground cover).
2. Documentation that the required ground stabilization
measures have been provided within the required
timeframe or an assurance that they will be provided as
soon as possible.
NOTE: The rain inspection resets the required 7 calendar day inspection requirement.
PART III
SELF -INSPECTION, RECORDKEEPING AND REPORTING
SECTION B: RECORDKEEPING
1. E&SC Plan Documentation
The approved E&SC plan as well as any approved deviation shall be kept on the site. The
approved E&SC plan must be kept up-to-date throughout the coverage under this permit.
The following items pertaining to the E&SC plan shall be kept on site and available for
inspection at all times during normal business hours.
Item to Document
Documentation Requirements
(a) Each E&SC measure has been installed
Initial and date each E&SC measure on a copy
and does not significantly deviate from the
of the approved E&SC plan or complete, date
locations, dimensions and relative elevations
and sign an inspection report that lists each
shown on the approved E&SC plan.
E&SC measure shown on the approved E&SC
plan. This documentation is required upon the
initial installation of the E&SC measures or if
the E&SC measures are modified after initial
installation.
(b) A phase of grading has been completed.
Initial and date a copy of the approved E&SC
plan or complete, date and sign an inspection
report to indicate completion of the
construction phase.
(c) Ground cover is located and installed
Initial and date a copy of the approved E&SC
in accordance with the approved E&SC
plan or complete, date and sign an inspection
plan.
report to indicate compliance with approved
ground cover specifications.
(d) The maintenance and repair
Complete, date and sign an inspection report.
requirements for all E&SC measures
have been performed.
(e) Corrective actions have been taken
Initial and date a copy of the approved E&SC
to E&SC measures.
plan or complete, date and sign an inspection
report to indicate the completion of the
corrective action.
2. Additional Documentation to be Kept on Site
In addition to the E&SC plan documents above, the following items shall be kept on the
site and available for inspectors at all times during normal business hours, unless the
Division provides a site -specific exemption based on unique site conditions that make
this requirement not practical:
(a) This General Permit as well as the Certificate of Coverage, after it is received.
(b) Records of inspections made during the previous twelve months. The permittee shall
record the required observations on the Inspection Record Form provided by the
Division or a similar inspection form that includes all the required elements. Use of
electronically -available records in lieu of the required paper copies will be allowed if
shown to provide equal access and utility as the hard -copy records.
3. Documentation to be Retained for Three Years
All data used to complete the a-NOI and all inspection records shall be maintained for a period
of three years after project completion and made available upon request. [40 CFR 122.41]
PART II, SECTION G, ITEM (4)
DRAW DOWN OF SEDIMENT BASINS FOR MAINTENANCE OR CLOSE OUT
Sediment basins and traps that receive runoff from drainage areas of one acre or more shall use outlet structures that withdraw water from the surface when these devices need to be drawn down
for maintenance or close out unless this is infeasible. The circumstances in which it is not feasible to withdraw water from the surface shall be rare (for example, times with extended cold weather).
Non -surface withdrawals from sediment basins shall be allowed only when all of the following criteria have been met:
(a) The E&SC plan authority has been provided with documentation of the non -surface withdrawal and the specific time periods or conditions in which it will occur. The non -surface withdrawal
shall not commence until the E&SC plan authority has approved these items,
(b) The non -surface withdrawal has been reported as an anticipated bypass in accordance with Part III, Section C, Item (2)(c) and (d) of this permit,
(c) Dewatering discharges are treated with controls to minimize discharges of pollutants from stormwater that is removed from the sediment basin. Examples of appropriate controls include
properly sited, designed and maintained dewatering tanks, weir tanks, and filtration systems,
(d) Vegetated, upland areas of the sites or a properly designed stone pad is used to the extent feasible at the outlet of the dewatering treatment devices described in Item (c) above,
(e) Velocity dissipation devices such as check dams, sediment traps, and riprap are provided at the discharge points of all dewatering devices, and
(f) Sediment removed from the dewatering treatment devices described in Item (c) above is disposed of in a manner that does not cause deposition of sediment into waters of the United States.
PART III
SELF -INSPECTION, RECORDKEEPING AND REPORTING
SECTION C: REPORTING
1. Occurrences that Must be Reported
Permittees shall report the following occurrences:
(a) Visible sediment deposition in a stream or wetland.
(b) Oil spills if:
• They are 25 gallons or more,
• They are less than 25 gallons but cannot be cleaned up within 24 hours,
• They cause sheen on surface waters (regardless of volume), or
• They are within 100 feet of surface waters (regardless of volume).
(c) Releases of hazardous substances in excess of reportable quantities under Section 311
of the Clean Water Act (Ref: 40 CFR 110.3 and 40 CFR 117.3) or Section 102 of CERCLA
(Ref: 40 CFR 302.4) or G.S. 143-215.85.
(d) Anticipated bypasses and unanticipated bypasses.
(e) Noncompliance with the conditions of this permit that may endanger health or the
environment.
2. Reporting Timeframes and Other Requirements
After a permittee becomes aware of an occurrence that must be reported, he shall contact
the appropriate Division regional office within the timeframes and in accordance with the
other requirements listed below. Occurrences outside normal business hours may also be
reported to the Department's Environmental Emergency Center personnel at (800)
858-0368.
Occurrence
Reporting Timeframes (After Discovery) and Other Requirements_
(a) Visible sediment
• Within 24 hours, an oral or electronic notification.
deposition in a
e Within 7 calendar days, a report that contains a description of the
stream or wetland
sediment and actions taken to address the cause of the deposition.
Division staff may waive the requirement for a written report on a
case -by -case basis.
• If the stream is named on the NC 303(d) list as impaired for sediment -
related causes, the permittee may be required to perform additional
monitoring, inspections or apply more stringent practices if staff
determine that additional requirements are needed to assure compliance
with the federal or state impaired -waters conditions.
(b) Oil spills and
a Within 24 hours, an oral or electronic notification. The notification
release of
shall include information about the date, time, nature, volume and
hazardous
location of the spill or release.
substances per Item
1(b)-(c) above
(c) Anticipated
• A report at least ten days before the date of the bypass, if pos ib►e.
bypasses [40 CFR
The report shall include an evaluation of the anticipated quality and
122.41(m)(3)]
effect of the bypass.
(d) Unanticipated
• Within 24 hours, an oral or electronic notification.
bypasses [40 CFR
• Within 7 calendar days, a report that includes an evaluation of the
122.41(m)(3)]
quality and effect of the bypass.
(e) Noncompliance
a Within 24 hours, an oral or electronic notification.
with the conditions
a Within 7 calendar days, a report that contains a description of the
of this permit that
noncompliance, and its causes; the period of noncompliance,
may endanger
including exact dates and times, and if the noncompliance has not
health or the
been corrected, the anticipated time noncompliance is expected to
environment[40
continue; and steps taken or planned to reduce, eliminate, and
CFR 122.41(1)(7)]
prevent reoccurrence of the noncompliance. [40 CFR 122.41(I)((j).
• Division staff may waive the requirement for a written report on a
case -by -case basis.
NCG01 SELF -INSPECTION, RECORDKEEPING AND REPORTING EFFECTIVE: 04/01/19 1
CONSTRUCTION SPECIFICATIONS:
1. LAY ONE BLOCK ON EACH SIDE OF THE STRUCTURE
ON ITS SIDE IN THE BOTTOM ROW TO ALLOW POOL
DRAINAGE. THE FOUNDATION SHOULD BE
EXCAVATED AT LEAST 2" BELOW THE CREST OF
THE STORM DRAIN. PLACE THE BOTTOM ROW OF
BLOCKS AGAINST THE EDGE OF THE STORM
DRAIN FOR LATERAL SUPPORT AND TO AVOID
WASHOUTS WHEN OVERFLOW OCCURS. IF NEEDED,
GIVE LATERAL SUPPORT TO SUBSEQUENT ROWS BY
PLACING 2x4 WOOD STUDS THROUGH BLOCK
OPENINGS.
2. CAREFULLY FIT HARDWARE CLOTH OR COMPARABLE
WIRE MESH WITH 1/2-INCH OPENINGS OVER ALL
BLOCK OPENINGS TO HOLD GRAVEL IN PLACE.
3. USE CLEAN GRAVEL, 3/4 TO 1/2-INCH IN
DIAMETER, PLACED 2 INCHES BELOW THE TOP OF
THE BLOCK ON A 2:1 SLOPE OR FLATTER AND
SMOOTH IT TO AN EVEN GRADE. D.O.T #57
WASHED STONE IS RECOMMENDED.
TEMPORARY_ DROP INLET PROTECTION
NOT TO SCALE
MAINTENANCE NOTE: CONTRACTOR SHALL INSPECT, CLEAN, AND PROPERLY MAINTAIN THE DROP INLET
PROTECTION UNTIL THE CONTRIBUTING DRAINAGE AREA HAS BEEN PERMANENTLY STABILIZED.
W2
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(NCDOT 1056, TYPE 2)
SECTION B-B
RIPRAP PIPE OUTLET PROTECTION
NOT TO SCALE
STRUCTURE
LOCATION
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RIPRAP
THICKNESS LENGTH WIDTH
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NOTES:
1. RIPRAP SHOULD EXTEND UP BOTH SIDES OF THE APRON AND AROUND
THE END OF THE PIPE OR CULVERT AT THE DISCHARGE OUTLET AT A
MAXIMUM SLOPE OF 2:1 AND A HEIGHT NOT LESS THAN TWO THIRDS THE
PIPE DIAMETER OR CULVERT HEIGHT.
2. THERE SHALL BE NO OVERFLOW FROM THE END OF THE APRON TO THE
SURFACE OF THE RECEIVING CHANNEL. THE AREA TO BE PAVED OR
RIPRAPPED SHALL BE UNDERCUT SO THAT THE INVERT OF THE APRON
SHALL BE AT THE SAME GRADE (FLUSH) WITH THE SURFACE OF THE
RECEIVING CHANNEL. THE APRON SHALL HAVE A CUTOFF OR TOE WALL
AT THE DOWNSTREAM END.
3. THE WIDTH OF THE END OF THE APRON SHALL BE EQUAL TO THE BOTTOM
WIDTH OF THE RECEIVING CHANNEL. MAXIMUM TAPER TO RECEIVING
CHANNEL 5:1
4. ALL SUBGRADE FOR STRUCTURE TO BE COMPACTED TO 95% OR GREATER.
5. THE PLACING OF FILL, EITHER LOOSE OR COMPACTED IN THE RECEIVING
CHANNEL SHALL NOT BE ALLOWED.
6. NO BENDS OR CURVES IN THE HORIZONTAL ALIGNMENT OF THE APRON
WILL BE PERMITTED.
MAINTENANCE NOTES:
1. ONCE INSTALLED, RIPRAP SHALL BE INSPECTED PERIODICALLY FOR SCOUR
OR DISLODGED STONES. VEGETATION SHALL BE REMOVED IF OBSERVED.
10.5' TOTAL
WIDTH
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42" ROLL
WIDTH
SODDING NOTES:
1. LAY SOD IN A STAGGERED PATTERN WITH STRIPS BUTTED TIGHTLY AGAINST EACH OTHER.
A SHARPENED MASON'S TROWEL CAN BE USED TO TUCK DOWN THE ENDS AND TRIM PIECES.
2. BUTTING -ANGLED ENDS CAUSED BY THE AUTOMATIC SOD CUTTING MUST BE MATCHED
CORRECTLY.
MAINTENANCE NOTES:
1. FOR MAINTENANCE OF GROUNDCOVER, WHICH INCLUDES SODDING AND SEEDING OPERATIONS,
CONTRACTOR SHALL INSPECT ALL GROUNDCOVER AREAS FREQUENTLY FOR FAILURE AND
MAKE NECESSARY REPAIRS IMMEDIATELY. CONTRACTOR SHALL WATER THE GROUNDCOVER
AREAS AS NECESSARY TO MAINTAIN AN ADEQUATE AMOUNT OF MOISTURE TO PROMOTE
TURF ESTABLISHMENT.
SODDING DETAIL - PLAN VIEW
NOT TO SCALE
CHECK SLOT
MIN. 50' INTERVALS
SEE SPEC. AS NOTED
FLOW
j
PLAN VIEW
(STAPLING DIAGRAM)
EXCELSIOR MATTING DETAIL
NOT TO SCALE
NOTE:
SYNTHETIC MATTING TO BE NORTH AMERICAN
GREEN S75BN OR ENGINEER APPROVED EQUAL.
EROSION CONTROL MATTING NOTES:
HORIZONTAL STAPLE SPACING MAY BE ALTERED IF NECESSARY TO ALLOW STAPLES TO SECURE THE CRITICAL
POINTS ALONG THE CHANNEL SURFACE. REFER TO MANUFACTURE'S GENERAL STAPLE PATTERN GUIDE FOR
CORRECT STAPLE RECOMMENDATIONS FOR CHANNELS.
1. FOR DITCHES APPLY PROTECTIVE COVERING PARALLEL TO THE DIRECTION OF FLOW. USE CHECK SLOTS AS
REQUIRED. AVOID JOINING MATERIAL IN THE CENTER OF THE DITCH.
2. PREPARE SOIL BEFORE INSTALLING BLANKETS, INCLUDING APPLICATION OF LIME, FERTILIZER, AND SEED.
3. BEGIN AT THE TOP OF THE CHANNEL BY ANCHORING THE BLANKET IN A 6" DEEP X 6" WIDE TRENCH.
BACKFILL AND COMPACT THE TRENCH AFTER STAPLING.
4. ROLL CENTER BLANKET IN DIRECTION OF WATER FLOW ON BOTTOM OF CHANNEL.
5. PLACE BLANKETS END OVER END (SHINGLE STYLE) WITH A 6" OVERLAP. USE A DOUBLE ROW OF'
STAGGERED STAPLES 4" APART TO SECURE BLANKETS.
6. BLANKETS ON SIDE SLOPES MUST BE OVERLAPPED 4" OVER THE CENTER BLANKET AND STAPLED.
7. THE TERMINAL END OF THE BLANKETS MUST BE ANCHORED IN A 6" DEEP X 6" WIDE TRENCH. BACKFILL
AND COMPACT THE TRENCH AFTER STAPLING.
MAINTENANCE:
INSPECT ALL MATTING PERIODICALLY, AND AFTER RAINSTORMS TO CHECK FOR RILL EROSION, DISLOCATION, OR
FAILURE. WHERE EROSION IS OBSERVED, REPAIR EROSION AND MATTING IN ERODED AREA. IF WASHOUT OCCURS,
REPAIR THE SLOPE GRADE, RESEED, AND REINSTALL MATTING. CONTINUE INSPECTIONS UNTIL VEGETATION IS
FIRMLY ESTABLISHED.
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Date
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Scale
NONE
Drawn
REM
Checked
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Project No.
3301-1702
Sheet No.
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am
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CHANNEL DETAIL A
SCALE: 1 " = 2'
C�
(NCDOT 1056, TYPE 2)
NOTES:
INSTALL ALL STEPS PROTRUDING ,4r' FROM INSIDE FACE OF 'STRUCTURE WALL.
STEPS DIFFERING IN DIMENSIONS, CONFIGURATION OR MATERIALS FROM THOSE SHOWN MAY ALSO BE USED PROVIDED THE CONTRACTOR HAS FURNISHED
THE ENGINEER WITH DETAILS OF THE PROPOSED STEPS AND HAS RECEIVED 1141RITTEN APPROVAL FROM THE ENGINEER FOR THE USE OF SUCH STEPS.
-
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.I I'-- PLAN SIDE
ELEVATION -
ELEVATION
PLAN SIDE
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NOTE:
log 12" oil DO NOT USE IN
SANITARY SEWER MANHOLES.
ELEVATION
DRAINAGE STRUCTURE STEPS-
NCDOT STANDARD DETAIL 840.66
9" THICK
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PROPOSED PAVEMENT OR GRAVEL
SUBGRADE- SEE P-152 FOR
SUBGRADE COMPACTION
REQUIREMENTS
©__COMPACTED PIPE
HAUNCH
© COMP ACTED OUTER
BEDDING
WOVEN -'
GEOTEXTILE
MATERIAL,
SEE TABLE 1
PERFORM LIGHT DYNAMIC
COMPACTION OF VERY LOOSE
SANDS PRIOR TO PLACING
BEDDING MATERIALS
N
I I QD
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go
MINIMUM TRENCH WIDTH
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12"
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LOOSELY PLACED
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O.D. = OUTER PIPE
DIAMETER
©__COMPACTED PIPE
HAUNCH
© COMPACTED OUTER
BEDDING
WOVEN
GEOTEXTILE
MATERIAL,
SEE TABLE 1
PERFORM LIGHT DYNAMIC
COMPACTION OF VERY LOOSE
SANDS PRIOR TO PLACING
BEDDING MATERIALS
TYPICAL PIPE TRENCH SECTIONS
NOT TO SCALE
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MINIMUM TRENCH
WIDTH AND PAY LIMIT
TURFED AREAS
NOT TO SCALE
TRENCH MATERIALS
AQ PIPE FOUNDATION MATERIAL:
NCDOT STANDARD SPECIFICATIONS SECTION 1005, #67 OR #78M STONE AGGREGATE.
PLACE STONE ON WOVEN GEOTEXTILE MATERIAL CONFORMING TO TABLE 1.
© SELECT MATERIAL:
MATERIAL TAKEN FROM THE EXCAVATION (AS AVAILABLE) OR FROM OFF -SITE SOURCES AND CONFORMING TO THE
REQUIREMENTS FOR USCS CLASSIFICATIONS SW, SM, SP, OR BETTER WITH NO MORE THAN 20% PERCENT PASSING THE
#200 SIEVE. COMPACT TO 95% OF ASTM D698/AASHTO T99 STANDARD PROCTOR DENSITY (EXCEPT MIDDLE BEDDING).
GENERAL TRENCH BACKFILL MATERIAL:
MATERIAL TAKEN FROM THE EXCAVATION (AS AVAILABLE) OR FROM OFF -SITE SOURCES AND CONFORMING TO THE
REQUIREMENTS FOR USCS CLASSIFICATIONS SW, SM, SP, SC, OR BETTER. ML OR CL SOILS MAY BE USED IF
PROPERLY MOISTURE CONDITIONED TO ACHIEVE SPECIFIED DENSITY. CLASSIFICATIONS OL, MH, CH, OH AND PT SHALL
BE EXCLUDED. COMPACT TO 95% OF ASTM D698/AASHTO T99 STANDARD PROCTOR DENSITY.
AS DIRECTED BY ENGINEER AND OWNERS GEOTECHNICAL ENGINEER, UNDERCUT BELOW PIPE TRENCH FOUNDATION AND
BACKFILL WITH #67 OR #78M STONE AGGREGATE.
TABLE 1 — WOVEN GEOTEXTILE MATERIAL FOUNDATIONS
PROPERTY
ASTM STANDARD
MINIMUM AVERAGE ROLL VALUE
GRAB TENSILE STRENGTH
D4632
200 LBS.
GRAB TENSILE ELONGATION
D4632
10%
TRAPEZOID TEAR STRENGTH
D4533
75 LBS.
CBR PUNCTURE STRENGTH
D6241
700 LBS.
APPARENT OPENING SIZE (AOS)
D4751
40 U.S. SIEVE
PERMITTIVITY
D4491
0.05 SEC-1
UV RESISTANCE (AT 500 HRS.)
D4355
70% STRENGTH RETAINED
PIPE TRENCH NOTES:
1. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO MANIPULATE WET SOILS FOR DRYING OR TO ADD WATER AS
NECESSARY TO ACHIEVE THE SPECIFIED DENSITY. MOISTURE CONDITION SOILS TO WITHIN +/- 3% OF STANDARD
PROCTOR OPTIMUM FOR SOILS CONTAINING SIGNIFICANT FINES (SC, SM, ML, CL, ETC.). MOISTURE CONDITION
SOILS TO WITHIN +/- 5% OF STANDARD PROCTOR OPTIMUM FOR SOILS WITHIN MINIMAL FINES (SP, ETC.)
2. ALL MATERIALS SHALL BE COMPACTED IN 6" MAXIMUM LOOSE LIFTS.
3. CONTRACTOR SHOULD EXPECT TO ENCOUNTER WET CONDITIONS AND GROUND WATER DURING PIPE INSTALLATION.
THE CONTRACTOR SHALL BE RESPONSIBLE FOR DESIGN OF EXCAVATION SUPPORT AND MEANS AND METHODS OF
DEWATERING INCLUDING WELL -POINTING, SUMPS, PUMPS OR OTHER MEANS. ALL COSTS FOR EXCAVATION SUPPORT
AND DEWATERING WILL BE CONSIDERED INCIDENTAL TO THE PRICE BID FOR PIPE INSTALLATION. CONTRACTOR
SHALL BE REQUIRED TO SUBMIT A DETAILED DEWATERING PLAN PRIOR TO THE START OF CONSTRUCTION.
4. ALL DEWATERING, EXCAVATION, BEDDING & BACKFILL FROM THE EXCAVATION, GEOTEXTILE MATERIAL, DEWATERING,
EXCAVATION SUPPORT, EXISTING UTILITY PROTECTION, PIPE MATERIALS, GASKETS, FABRIC FOR WRAPPING JOINTS,
INCIDENTALS AND LABOR SHALL BE INCLUDED IN THE UNIT PRICE PER LINEAR FOOT OF PIPE. BID ITEM HAS
BEEN INCLUDED FOR "UNDERCUT BELOW PIPE TRENCH FOUNDATION AND BACKFILL WITH #67 OR #78M STONE
AGGREGATE" UPON THE APPROVAL OF THE ENGINEER.
5. PIPE JOINTS SHALL HAVE GASKETS AND BE WRAPPED IN GEOTEXTILE FABRIC. FABRIC SHALL EXTEND 2 FEET ON
EITHER SIDE OF THE JOINT AND SHALL BE TIED DOWN WITH WIRE TO HOLD IT IN PLACE UNTIL BACKFILL IS ABOVE
THE TOP OF THE PIPE. FABRIC FOR WRAPPING PIPE JOINTS SHALL CONFORM TO NCDOT STANDARD
SPECIFICATIONS SECTION 1056, TYPE 1.
6. ALL EXCAVATION & BACKFILL FOR EXISTING PIPE AND STRUCTURE REMOVAL (WHETHER FROM THE EXCAVATION OR
FROM OFF -SITE SOURCES), DEWATERING, EXCAVATION SUPPORT, INCIDENTALS AND LABOR SHALL BE INCLUDED IN
THE UNIT PRICE PER STRUCTURE REMOVAL, OR LINEAR FOOT PER PIPE REMOVAL.
7. WHEN CONSTRUCTING OR REMOVING STRUCTURES/PIPE ADJACENT TO PAVEMENT TO REMAIN, CONTRACTOR IS
RESPONSIBLE FOR SHORING, BRACING AND/OR INSTALLING SHEET PILES TO ENSURE PAVEMENT IS NOT
UNDERMINED. IF PAVEMENT IS UNDERMINED AND NEEDS TO BE REMOVED, CONTRACTOR SHALL REPLACE WITH LIKE
MATERIALS AND STRUCTURE AT HIS EXPENSE.
O.D. = OUTER PIPE
DIAMETER
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Project No.
3301-1702
Sheet No.
D3

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NEENAH R-3475-F FRAME AND
GRATE OR APPROVED EQUAL.
2 UNIT GRATES
SECTION B- B
SCALE: 1" = 1'
NEENAH R-3475-F FRAME AND
GRATE OR APPROVED EQUAL.
2 UNIT GRATES
PRECAST CONCRETE
SLAB TOP
2'-8" X 4' PRECAST
CONCRETE DROP
INLET
VVV VCIV VLV 1 L-A 1 IILI_
MATERIAL.
12" $•
TYP.
PIPE FOUNDATION WOVEN GEOTEXTILE SECTION A -A
MATERIAL 12" THICK MATERIAL. SCALE: 1" = 1'
PRECAST CONCRETE DROP INLET
P3
1 /2" ( TYP . )
PIPE FOUNDATION
MATERIAL 12" THICK
PRECAST CONCRETE
SLAB TOP
2'-8" X 4' PRECAST
CONCRETE DROP
INLET
�- THE INVERT OF THE
STRUCTURE SHALL BE
SHAPED WITH CEMENT
MORTAR TO PREVENT
STANDING OR PONDING OF
WATER IN THE STRUCTURE.
12"
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NEENAH R-3475-F FRAME AND
GRATE OR APPROVED EQUAL.
2 UNIT GRATES
PRECAST CONCRETE
f- SLAB TOP
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112
122'
1
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MATERIAL.
MATERIAL 12" THICK
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P2
NOTES:
1. THE DETAIL SHOWN IS TO SHOW SIZE AND DIMENSIONS
OF PROPOSED STRUCTURES ONLY (DIMENSIONS SHOWN
ARE NOMINAL AND MAY VARY BASED ON DESIGN).
THE CONTRACTOR WILL BE REQUIRED TO SUBMIT
DESIGN CALCULATIONS AND DESIGN PREPARED AND
SEALED BY A NORTH CAROLINA PROFESSIONAL
ENGINEER. PRECAST CONCRETE STRUCTURES SHALL
BE DESIGNED TO CARRY ALL APPLICABLE LOADINGS,
INCLUDING VERTICAL AND LATERAL EARTH PRESSURES,
DEAD LOADS, LIFTING LOADS AND AIRCRAFT LIVE
LOADS. AIRCRAFT LIVE LOADS SHALL BE TREATED IN
ACCORDANCE WITH FAA ADVISORY CIRCULAR
150/5320-6F, APPENDIX III, USING A 100,000 LB
WHEEL LOAD FOR DIRECT LOADING AND LOADING ON
BURIED STRUCTURES. CONTRACTOR MAY PROVIDE
CAST -IN -PLACE IN SUBSTITUTION OF PRECAST
STRUCTURE TO MEET THE DESIGN REQUIREMENTS.
2. SHOP DRAWINGS: CONTRACTOR SHALL SUPPLY SHOP
DRAWINGS FOR INLET STRUCTURESINCLUDING GRATE
AND FRAME, STEPS, AND A BILL OF MATERIALS FOR
REINFORCING STEEL INCLUDING BAR SIZE, LENGTH,
AND BENDING DIMENSIONS. CONTRACTOR SHALL
SUBMIT BUOYANCY CALCULATIONS.
3. DRAINAGE FRAMES ARE TO BE ANCHORED AND CAST IN
PLACE WITH THE TOP SLAB OF THE STRUCTURE.
4. FOR DETAILED INFORMATION ON RIM ELEVATIONS AND
INVERTS, SEE PLAN GRADING SHEETS.
5. CONTRACTOR SHALL VERIFY DIMENSIONS PRIOR TO
ORDERING FRAMES AND GRATES. ANY DISCREPANCIES
SHALL BE COORDINATED WITH THE ENGINEER.
6. ALL EXCAVATION, BEDDING & BACKFI'LL (WHETHER
FROM THE EXCAVATION OR FROM OFF -SITE SOURCES),
DEWATERING, EXCAVATION SUPPORT, EXISTING UTILITY
PROTECTION, PIPE MATERIALS, FABRIC FOR WRAPPING
JOINTS, INCIDENTALS AND LABOR SHALL BE INCLUDED
IN THE UNIT PRICE PER STRUCTURE.
7. WHEN CONSTRUCTING OR REMOVING STRUCTURES/PIPE
ADJACENT TO PAVEMENT, CONTRACTOR IS RESPONSIBLE
FOR SHORING, BRACING AND/OR INSTALLING SHEET
PILES TO ENSURE PAVEMENT IS NOT UNDERMINED.
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Date
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Scale
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Project No.
3301-1702
Sheet No.

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NOTES
■
THIS PRECAST"ENDWALL MAY BE USED FOR THE FOLLOWING
T` I= ='0
STANDARDS: 838.01, 838.11, 838. 21, 838. 27, 838.33,
Z
838.39,,'838.51, 838.570 838.63 AND 838.69.
_
INSTALL PRECAST ENDWALLS WITH WINGS
LU < < L1_
IN ACCORDANCE WITH SPECIFICATION SECTION 838.
* USE 4000 PSI CONCRETE.
tom -
1- _ Z LV
PROVIDE ALL REINFORCING STEEL 1WiHICH MEETS ASTIR A615
Cf) N LL 0 J
Q 0 Q
FOR GRADE 60 AND MELDED WIRE FABRIC CONFORMING
TO ASTM'A185 WITH 2"MIN. CLEARANCE.
z•
PLACE LIFT HOLES OR PINS IN ACCORDANCE WITHCL
�..�
OSHA STANDARD 1926.704.
, LU
PIPE TO BE GROUTED INTO HEADWALL AT JOB SITE BY
d
CONTRACTOR
ALL ELEMENTS PRECAST TO !MEET ASTM C913.
* WELDED MIRE FABRIC MAY BE SUBSTITUTED FOR REBAR
AS LONG AS THE SAME AREA OF STEEL IS 'PROVIDED.
* CHAMFER ALL CORNERS 1" OR HAVE A RADIUS OF 1".
9
NOTE: THE MINIMUMBAR SIZE SHALL BE #5 BARS
� J
AT 8 CTS.THE CONTRACTOR WILL HAVE THE OPTION
J
TO INCREASE THIS BAR SIZE AS NEEDED.
LL a
Q
ENDWALL DIMENSIONS
FT.
MINIMUM
MINI./MAX.
MIN /MAX.
MIN. / MAX.
IMIN. /MAX.
MIN. /MAX.
PIPE DIA.
BAR SIZE
H1(FT.)
H2(FT.
D (FT.)
W1
W2
1.0
#5 0 8"
1.25/2.00
2.0013.75
1.25/1.75
3.00/3.75
5.50/6.00
1.25
#5 0 8"
1.26/2.00
3.00J3.75
1.25/2.00
3.50/3.75
6.50/6.76
1.50
#5 0 8",
1.25/2.00
3.00f4.25
1.5012.50
3.50f3.75
6.50f6.75
2.0
#5 0 8"
1'.50/2.50
4.00/4.75
1.75f2.50
4.00/4.25
7.50/8.25
2.5
#5 0 On
2.50f3.50
4.00f6.00
2.00f3.00
4.50/5.50
10.00f11.50
3.0
#5 @ 8"
3.00/3.50
5.0016.00
2.75/3.50
5.25/5.75
11.50/11.75
3.5
#5 0 8"
3.25f4.50
6.00/6.75
3.25f3.50
6.00/6.75
12.00f13.25
4.0
#5 0 8"
3>.5014.50
6.50/7.00
3.25/3.50
6.50/6.75
13.00/13.25
4.5
#5 @ 8"
4.00/5.00
6.50/8'.50
3.25/4.00
7.00/9.25
13.50/15.75
5.0
rr
#5 L� 8
4.50f5.00
7.00IB.50
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3 f
7.25 9,25
f
13.75 15. 75
f
5.5
#5 @ 8"
4.50/5.00
7.50/8.50
3.2514.00
7.25f9.25
14.00/15.75
6.0
#5 0 8"'
4.50/5.00
1 7.50/8.50
3.25/4.00
7.75/9.25
14.75f1$.75
PRECAST CONCRETE ENDWALL_
CDOT STANDARD DETAIL 838.80
SECTION OF MASON R
PIPE PLUG
t>t MTITIES
PIPE
SIZE
CUBIC
YARDS
12"
0.029
1511
0.045
18+t
0.065
�4ff
0.116
30"
0.182
36"
0.262
42"
0.356
48'r
0.465
54"
0.589
6010
0.727
66"
0.880
12"
NOTE:
EITHER BRICK MASONRY OR
CONCRETE MAY BE USED.
CONCRETE'BRICK MAY BE USED IN LIEU OF
CLAY BRICK. JUMBO BRICK WILL BE
PERMITTED.
[*'I
PE
PLUG-
12"
SECTION OF CONCRETE
PIPE PLUG
NCDOT STANDARD DETAIL 840.71
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OR APPROVED EQUAL.
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TYP.
SECTION VIEW MANHOLES
B2 AND P1
SCALE: 1" = 1'
PRECAST CONCRETE MANHOLE
B2 AND P1_
NOTES:
1. THE DETAIL SHOWN IS TO SHOW SIZE AND DIMENSIONS OF PROPOSED
STRUCTURES ONLY (DIMENSIONS SHOWN ARE NOMINAL AND MAY VARY
BASED ON DESIGN). DRAINAGE STRUCTURES SHALL BE PRECAST
CONCRETE CONSTRUCTION CONFORMING TO NCDOT STANDARDS AND TO
THE REQUIREMENTS OF AASHTO M199/ASTM C-478. PRECAST
CONCRETE STRUCTURES SHALL BE DESIGNED TO H2O LOAD RATING.
2. SHOP DRAWINGS: CONTRACTOR SHALL SUPPLY SHOP DRAWINGS FOR
INLET STRUCTURES INCLUDING GRATE AND FRAME, STEPS, AND A BILL
OF MATERIALS FOR REINFORCING STEEL INCLUDING BAR SIZE, LENGTH,
AND BENDING DIMENSIONS. CONTRACTOR SHALL SUBMIT BUOYANCY
CALCULATIONS.
3. FOR DETAILED INFORMATION ON RIM ELEVATIONS AND INVERTS, SEE
PLAN GRADING SHEETS.
4. CONTRACTOR SHALL VERIFY DIMENSIONS PRIOR TO ORDERING FRAMES
AND GRATES. ANY DISCREPANCIES SHALL BE COORDINATED WITH THE
ENGINEER.
5. ALL EXCAVATION, BEDDING & BACKFILL (WHETHER FROM THE
EXCAVATION OR FROM OFF -SITE SOURCES), DEWATERING, EXCAVATION
SUPPORT, EXISTING UTILITY PROTECTION, PIPE MATERIALS, FABRIC FOR
WRAPPING JOINTS, INCIDENTALS AND LABOR SHALL BE INCLUDED IN
THE UNIT PRICE PER STRUCTURE.
6. WHEN CONSTRUCTING OR REMOVING STRUCTURES/PIPE ADJACENT TO
PAVEMENT, CONTRACTOR IS RESPONSIBLE FOR SHORING, BRACING
AND/OR INSTALLING SHEET PILES TO ENSURE PAVEMENT IS NOT
UNDERMINED.
WOVEN GEOTEXTILE PIPE FOUNDATION
MATERIAL. MATERIAL 12" THICK
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NEW HANOVER COUNTY AIRPORT AUTHORITY, OWNER
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DIVISION OF AVIATION
STORMWATER SUBMITTAL
EROSION CONTROL SUBMITTAL
LIST OF DRAWINGS
SHEET
NO.
TITLE OF DRAWING
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TITLE SHEET
A3
PROJECT SAFETY AND ACCESS PLAN
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GRADING AND DRAINAGE PLAN SCHEDULE I
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UTILITY PLAN
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SEDIMENTATION AND EROSION CONTROL PLAN
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SEDIMENTATION AND EROSION CONTROL NOTES AND DETAILS
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4. AREA B: WORK IN THIS AREA IS WITHIN THE TAXILANE SAFETY AREA (TSA) AND THE TAXILANE
OBJECT FREE AREA (TOFA). AIRCRAFT CAN NOT ACCESS THE TAXILANE DURING CONSTRUCTION ��'► ARO<i
ACTIVITY. TO AVOID INTERRUPTION OF OPERATIONS, CONTRACTOR SHALL COORDINATE WITH AIRPORT •-F'ee slt?
AND LIVE OAK BANK HANGAR COMPLEX PERSONAL AT LEAST ONE WEEK PRIOR TO REQUESTED DATE �'' '°
OF WORK IN THIS AREA. WORK IN THIS AREA TO BE COMPLETED "THIN 21 DAYS. ADDITIONAL 0.
SEEDING MAY BE PERFORMED BEYOND THE 21 DAYS. 034503
• e
5. FOR CONTRACTOR ACCESS, INSTALL TEMPORARY CONSTRUCTION ENTRANCE PER NCDQT SECTION 1607 !°���
AND NCDOT STD. 1607.01 +�'��/ eIN° ''
�� e eeeee e ,��
t ttj • �1`i`N
6. CONTRACTOR IS NOT ALLOWED TO ACCESS THE AREA LOCATED BETWEEN THE AIRPORT TENANTS
Date
7. CONTRACTOR SHALL MAINTAIN ACCESS AND UTILITIES TO AIRPORT TENANTS AND SNOW MAINTENANCE j a x JUKE 2018
FACILITY THROUGHOUT CONSTRUCTION. Scale
s
4 1» = 60'
8. AREAS OUTSIDE THE AOA ARE PUBLICLY ACCESSIBLE. CONTRACTOR IS RESPONSIBLE FOR SECURING A!
HIS EQUIPMENT AND MATERIALS AND FOR ERECTING HAZARD FENCING, WARNING SIGNS, AND OTHER Drawn REM
DEVICES/MEASURES AS NEEDED TO PROTECT THE PUBLIC AND HIS _ Checked
OPERATIONS/EQUIPMENT/MATERIALS. ALL COSTS INCLUDED SHALL BE INCLUDED IN LUMP SUM PRICE ABM
FOR "MOBILIZATION' Project No. 3301-1602
3301-1703
60 30 0 60 120 180
Sheet No.
y
SCALE IN FEET
1 "= 60' A3
p

2
CL.
a
,n
a
In
V
00
tN
tN
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re,
B-4 EXISTING DROP INLET B-5 EXISTING DROP INLET B-6 EXISTING DROP INLET
RIM: 26.93 RIM: 27.52 RIM: 28.00 40 20 0 40 80 120 GENERAL NOTES:
INV IN:14.95 54* RCP INV IN:15.46 54" RCP INV IN:16.00 54" RCP
INV OUT-14.95 54" RCP INV OUT:15.46 54" RCP INV OUT-.16.00 5e RCP
1. EXISTING CONDITIONS SURVEY FROM THOMAS & HUTTON, DECEMBER
-JANUARY 2019. AS BUILT SURVEY FROM CAROLINA ENGINEERS, P.A.,
2014
SCALE IN FEET
DATE MAY 2016 AUGUST 2016 AND DECEMBER 2016 HA BEEN
T-4 EXISTING DROP INLET T-3 EXISTING DROP INLET T-2 EXISTING DROP INLET
INTEGRATED INTO THE PLAN SHEETS.
RIM: 27.31 RIM: 26.91 RIM: 26.74 1 40'
INV IN:23.71 18r RCP(W) INV IN.22.15 36" HDPE(S) INV IN.2-3.00 1W RCP(W)
INV IN:22.46 36" HDPE PLUG(S) INV OUT:22.15 36" HDPE(N) INV IN:22.06 36" HDPE(S) 2. ALL ELEVATIONS ARE IN NAVD88. HORIZONTAL DATUM: NAD 83 (2011).
INV OUT: 22.3 HDPE(N) -22.06 36" HDPE(N)
7 36 BOTTOM: 21.79 INV OUT.
BOTTOM: 21.60
BOTTOM: 21.97 3. BORING LOCATIONS LOGS AND TEST DATA ARE CONTAINED IN AN APPENDIX
TL-2 EXIS11NG DROP INLET TL-1 EXISTING DROP INLET OF THE SPECIFICATIONS AND ARE FOR INFORMATIONAL PURPOSES ONLY.
CONTRACTOR SHALL USE DATA AT HIS OWN RISK. BORING LOCATIONS ARE
RIM: 26.94 RIM: 26.91
APPROXIMATE.
INV OUT: 22.94 54!' RCP(S) INV IN:22.45 18" RCP(S)
ABANDONED
20+ PAIR BOTTOM: 21.94 INV IN: 22.45 2e RCP(N)
CABLE INV OUT: 22.35 24" RCP(W) FOR REVIEW ONLY - 4. MONUMENTS, BENCHMARKS, CONTROL POINTS, AND BASELINES ARE AS
BUNDLE BOTTOM: 21.35 SHOWN ON SHEET SC.
ow
NOT FOR CONSTRUCTION 5. UTILITIES SHOWN ARE AT APPROXIMATE LOCATIONS.
SANITARY MANHOLE
SS---_3S, u0c I
6. CONTRACTOR SHALL USE EXTREME CAUTION WHEN WORKING IN THE
SS SS FRAME: 29.62
VICINITY OF EXISTING UNDERGROUND AND OVERHEAD CABLES TO PREVENT
VC: 23.10 W
SANITARY SEWER
DAMAGE. ANY DAMAGE CAUSED BY CONTRACTOR'S OPERA11ONS SHALL BE
NNED CABLE BUNDLE
29.2s
-.LINED TRUSS PIPE
NDO REPAIRED IMMEDIATELY AT THE CONTRACTOR'S EXPENSE.
20� 34
TOP OP- E- - --:-
CABL
SANITARY MANHOLE
-�w HUB: 28.$7
-REF. 29.
29.5o 29.12 +0
FRAME. 7. FOR SEQUENCE OF CONSTRUCTION, PHASING, AND SAFETY REQUIREMENTS,
I.E.: 23.97
W
... .. . SEE SHEETS A2 AND A3.
EX. DI
rR uGc­ TOP D.I.P.: 26-20
Z8.7,57:::1
. .........
ASK
(jvCDO -
\7
SR:
W
�� 4q
X
EX,-D1 vADWAY 60'
p WE:
9 Z.,
W-- &,75
A R
X
SANITARY MANHOLE
8*�Dl
-ii+�29Z, -WATERLINE
FRAME: 29.36
3" gg
2, 00 -0 W
'g- -W
CHAIN-tt-JNK
30 SS
0
Oil- CL I.E.: 25.30
C14 ---,-EX. Z==- W",
END 15" RCP
-__�ENCE S 21 1A x -8t2E
T -,R-
285
'W
4- ss
8-1A 28
I �-
-29
-W
END 15" FLARED RCP
6- PVC W1 1H
I.E.: 25.95
CA INV IN: 27,.69/,,
4" PVC
W -
i "INV
'PADS
CONCRETEI -x,
C
OUT: k7�46
INV DN: 27.35' ENCE GRATE INLET
5-
B-5
-n� ACTIVE
Exis 8" DIP FRAME: 27.35
77
WATERLINE 2 JOINTS OF ....... I.E. 15- RCP(E): 24.04
P, END 18" RCP
54" RC
x TOP OF PIPE ELEV.: 24.,53_
x I.E.: 24.71 I.E. 18" RCP(S): 24.22
2950- U71
---EX. I.E. 18 RCP N): 24.10
-PLUGGED-
U) 0 REF, HUB: �8.83 �bo MONITORING
::0
GRASS WELI
BOTTOM: 23.22
MARKED, D'�
8-113 AREA K
WA71LK UPC-
UTL DR SS SS
EXISTING
SS
INAGE
C3 a. 0
GRAVEL
'LINE.
!EPI"
DITCH 13-2A
�4 TE
MAR
DRIVE
tKED
GRASS -1c
x
GRASS
CABLE LINE
AREA
AREA
RSEWER MANHOLE
DITCH W DRIVE
-R FRAME.: -28 88
, L§�f� NE
PAD
8-213 BU �-END 15" RCP
x
­SHRUE
CONCRETE ,air
I.E.: 2�.73 x METAL 311
CHAIN -LINK FENCE ILDIN9,
2,
f. 3.98
F.F.E.-
ANCHORED TO
30.08
If JERSEY BARRIERS
tCONCRETE
73F
PAD
x x SEWER, TA
29.
-29.75-
AME..' 30
I.E.: 26.87 z
FR
--8� CH LINK
AIN=
Z W-,
Z -Cr-,
0,
-__FENCE
AcTIVElt
A
GRASS
f- ----- (L RED"
AREA
18-4A
30, CONCRETE
VE BOLLA I It -26 07
RDS
TREES AND CN
'SEWER
, 111frz, ACTII
LP
r
SHRUBS
SEWER 'GRINDER
GRASS,
-'STATION
VTOO
SNOW MAINTENANCE
29.25 �v 24.6-2'
FACILITY
cc
x
0�
0 AE
-2
CONCRETE PAD
27
x F.F.E.: 29.4
N
1803 ANNA
END 18" RCP
DR PENNINGTON LANE
OP, INLET,
f..RIM: 28.27
I.E.: 22.62
YARD INLET
ICA 0
ft,25. BUILDING
METAL
INV-i 83 187 kCP(W)-
< GRASS
0 FRAME: 28-19
-RCP 6NC
INV� OUT. 24.
t5 11 8n AR C,
------ x AREA
F.F.E.: Rbt,PAQ CONCRETE I.E. Y PVC: 27.38
(JI
DIE
BURIED 30.04 BOTTOM: 24.32 C*4
PAD
SA
1 TTANKS
CONCRETE
do PAP
t-NE SHUT'01
PROPA x 8-A i 29
------ CONCRETE PAD X ANE
x
FF
+
20' DOUBLE\LEAF
AC
-/TANKt EXISTING
SWING GATE 1p
1* -24.36* 1 ELECTRICALLY
-VEHICLE
_,,OPERATm
40 x 06"CM0
GATE-A13 LARE
I-'CMP LAR
DI 4W x/60
A
iSANITARY MANHOLE ACCESS
-29
----------- - ----- I)RAt"GE I11W-r -� --, - "I I CONeRETE-PAD
28.63
FRAME.
28.75
TO -1 -
I �RING LL
25.59
TCH
1. 1- 8" PVC:
E
29-25 -�-x/ I - FENC G --MQTOR
'ABANDONE x
PREVIO JSLY IV A- LLE'R. SS
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W
W- W-- C> 31
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W�
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A 36"\ H
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T 27-
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0 DRAINAGE", -25.5,2-
27
DITCH S�WTARY M 414
FRAME. M7
A. .=21.91
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GRASS
UE: -27.- W
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itX 5"
.50
-27-75--
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8
+ 2
0 28.5
AREA
t28.5 I.E-(CO) PVC-.- 2&10-
GRASS
-28.25-
q-7 W
AREA 28.75- B-12A
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C,4
x Cd POWER IN PVC CONDUIT . ..... B-12E
B-10E 30- BELOW GROUND
-ArQP-
u6p tow--17- u0p uGp uGp uW
uGp UGF uGp uGp uGp u0p
LIGHT POLE
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x
LIGHT AREA
FENCE
p 20' DOUBLE LEAF
GRASS
AREA
0 B-10A
D
29-
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28.75
29.2
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X X X X X X X
X­_ X
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8.25-
C14
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98.5 \1
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RIM 30.21
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Date
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Scale
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Project No.
3301-1602
Ul L
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3301
%m maq
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F--"4
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TENANTS AND THE SNOW MAINTENANCE FACILITY. CONTRACTOR TO
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COORDINATE TEMPORARY SHUTOFFS NTH AIRPORT AND TENANTS.
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"MOBILIZATION".
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OORDINATED NTH THE AIRPORT. CONTRACTOR
I
SHALL BE REQUIRED TO MAINTAIN DRAINAGE OF UPSTREAM AREAS AT
CA
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STATION AND OFFSET REFERENCE
RELOCATED FLIGHTLINE ROAD BASELINE
EX TL-1 (EXISTING DROP INLET)
EX B-4 (EXISTING DROP INLET)
EX B-5 (EXISTING DROP INLET)
F3 (PROPOSED
DROP INLET)
STA: 14+44.23 OFF: 322.83R
STA: 9+84.44 OFF: 218.73R
STA: 10+25.36 OFF: -24.44L
STA: 13+29.52
OFF: -24.50L
RIM: 26.91
RIM: 26.93
RIM: 27.52
RIM: 28.41
?
SUMP: 21.35
INV IN: 14.95 54" RCP (EX PB-5)
INV IN: 15.46 54" RCP (EX PB-6)
SUMP: 21.30
INV IN: 22.45 24" RCP (EX PTL-2)
INV IN: 21.95 24" RCP (PL1)
INV IN: 20.50 24" RCP (PF1)
INV IN: 21-90 18" RCP (PF4)
i
INV IN: 22.45 18" RCP (EX PH-1)
INV OUT: 14.95 54" RCP (EX PB-4)
INV OUT: 15.46 54" RCP (EX PB-5)
INV IN: 22.75 18" RCP (PF9)
v
INV OUT: 22.35 24" RCP (EX PTL-1)
Ll (PROPOSED MANHOLE)
F1 (PROPOSED DROP INLET)
INV OUT: 21.80
24" RCP (PF3)
EX TL-2 (EXISTING DROP INLET)
STA: 10+04.41 OFF: 222.12R
STA: 10+50.00 OFF: -24.50L
F4 (PROPOSED
DROP INLET)
I
STA: 14+44.23 OFF: 223.83R
RIM: 27.50
RIM: 27.54
STA: 14+49.90
OFF: -24.50L
RIM: 26.94
SUMP: 16.50
SUMP: 20.12
RIM: 27.78
SUMP: 21.94
INV IN: 17.50 24" RCP (PL2)
INV IN: 20.72 24" RCP (PF2)
SUMP: 21.88
1
INV OUT: 22.94 24" RCP (EX PTL-2)
INV OUT: 22.36 24" RCP (PL1)
INV IN: 21.50 18" RCP (PF6)
INV IN: 23.50 18" RCP (PF5)
I
INV OUT: 20.62 24" RCP (PF1)
INV OUT: 22.38
18" RCP (PF4)
L4 (PROPOSED DROP INLET)
STA: 14+44.23 OFF: 240.83R
L2 (PROPOSED DROP INLET)
STA: 10+1 4.28 OFF: 223.77R
F2 (PROPOSED DROP INLET)
F5 (PROPOSED
DROP INLET)
.
RIM: 28.84
RIM: 27.51
STA:11+65.02 OFF:-24.50L
STA: 14+49.90
OFF: 24.50R
.
SUMP: 22.36
IN: 24.00 18" RCP (PL5)
SUMP: 16.50
RIM: 28.19
SUMP: 20.63
RIM: 27.78
SUMP: 23.24
INV
INV IN: 22.86 24" RCP (EX PTL-2)
INV IN: 22.46 24" RCP (PL3)
INV OUT: 17.50 24" RCP (PL2)
INV IN: 21.23 24" RCP(PF3)
INV OUT: 23.74
18" RCP (PF5)
INV OUT: 22.86 24" RCP (EX PTL-2)
INV IN: 22.00 18" RCP (PF8)
INV OUT: 21.13 24" RCP (PF2)
F6 (PROPOSED
DROP INLET)
L3 (PROPOSED DROP INLET)
STA: 10+50.00
OFF: 24.50R
I ;
L5 (PROPOSED DROP INLET)
STA:11+12.98 OFF:240.80R
RIM: 27.54
�
STA: 13+38-02 OFF: 240.82R
RIM: 30-00
SUMP: 21-20
�
RIM: 29.49
SUMP: 23.46
INV IN: 22.00 18" RCP (PF7)
� k
SUMP: 24.56
INV OUT: 23.96 24" RCP (PL3)
INV OUT: 21.70
18" RCP (PF6)
I
!
�
INV OUT: 25.06 18" RCP (PL5)
F7 (PROPOSED
DROP INLET)
STA: 10+50.00
OFF: 73.00R
RIM: 27.00
SUMP: 21.69
INV OUT: 22-19
18" RCP (PF7)
F8 (PROPOSED
DROP INLET)
STA:11+75.59
OFF:24.50R
RIM: 28.25
SUMP: 21.75
INV OUT: 22.25
18" RCP (PF8)
F9 (PROPOSED
DROP INLET)
STA: 13+33.98
OFF: 24.50R
RIM: 28.39
SUMP: 23.00
INV OUT: 23-00 18" RCP (PF9)
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STATION AND OFFSET REFERENCE
RELOCATED ANNA PENNINGTON BASELINE �
EX B-6 (EXISTING DROP INLET) N4 (PROPOSED DROP INLET)
STA: 20+07.67 OFF: 76.65R STA: 22+54.16 OFF: 24.50R
RIM: 28.00 RIM: 29.14
INV IN: 17.00 48" RCP (PG1) SUMP: 20.98
INV IN: 19-50 24" RCP (PN1) INV IN: 21.58 18" RCP (PN5)
INV OUT: 16.00 54" RCP (EX PB-6) INV IN: 26.00 8" HDPE (PN9) .
N1 (PROPOSED DROP INLET) INV OUT: 21.48 24" RCP (PN4)
MWK=1-&W
EXISTING STORM DRAIN
__ 28-1510--
EXISTING CONTOUR I
I—
I I
11 H1111"11 "_____4
EXISTING DROP INI ET / MANHOLE
- .
MONITORING WELL
11
EXISTING FENCE
%t
91 X-
EXISTING FENCE ATTACHED TO JERSEY BARRIERS
-w-w-
EXISTING WATER UNE
_ss -ss -
EXISTING SANITARY SEWER LINE
GAS
LI
___ - UTL
LI
___ UGP
T
-
11 %&
- - ^ 0% -
PROPOSED 8' CHAIN LINK FENCE
I 0 0
TEMPORARY BARRIERS WITH LIGHTS - SCH I
00-
TEMPORARY BARRIERS WITHOUT LIGHTS - SCH 11
-�
PROPOSED STORM DRAIN
-28.54
PROPOSED CONTOUR
II -1 -1 I
­ I
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EXISTING BITUMINOUS PAVEMENT
I
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EXISTING GRAVEL AC
PROPOSED BITUMINOUS PAVEMENT (3- S9.513)
L . ,
FLIGHTLINE ROAD AND ANNA PENNINGTON LANE
__
- 11" � - 71
__ 1_�'N`��,',�`_
PROPOSED BITUMINOUS PAVEMENT (2" S9.5B)
[_ -, "
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L.`_,____J
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2. SEE SHEET D3 DETAILS AND NOTES FOR STORM DRAIN PIPE o >
INSTALLATION. W uJ
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3. ALL DRAINAGE STRUCTURES ARE TO BE NCDOT STD 840.31
CDOT STD 840.24 OR APPROVED
EQUAL, EXCEPT:
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N8 AND N9, INSTALL 12" NYLOPLAST DRAIN BASIN momm"
(H-20 TRAFFIC LOAD) OR APPROVED EQUAL.
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IN ACCORDANCE WITH NCDOT STD 840.71 ui
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5. RESTORE GRADES TO EXISTING CONDITIONS. _J X n Z
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ON AIRPORT PROPERTY AND SHALL NOT BE DIRECTED TOWARD ` x - M'*�
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8. WHEN CONSTRUCTING OR REMOVING STRUCTURES/PIPE < Cr 0 V_ 00
z 0 p m * W
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x z < W to 0 :r
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ENSURE PAVEMENT IS NOT UNDERMINED. Z Z o < ch
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z 0 _J a %N 0
9. ALL DEBRIS FROM REMOVAL OPERA11ONS SHALL BE DISPOSED 0 z < (0 Z
OF OFF AIRPORT PROPERTY AT PROPERLY PERMITTED 0:2 mw V) a
Z _J Q_ < <
LOCATION. �� -§ uJ -
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10. CONTRACTOR SHALL COORDINATE RELOCATION OF EXISTING 000
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11. UTILITIES SHOWN ARE AT APPROXIMATE LOCATIONS. WATER 0:
AND SEWER DISCONNECT AND/OR REPAIRS SHALL BE 0
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WATER AND SEWER SHALL BE REPAIRED AT CONTRACTOR'S
EXPENSE. . - ­ -
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SCALE IN FEET Z 11 Z
= * =
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1 = 401 Z 0 0 Z
0 .
STA: 20+28.96 OFF: 76.65R
N5 (PROPOSED
DROP INLET)
N9 (PROPOSED DRAIN BASIN)
RIM: 28.98
STA: 22+99.26
OFF: 24.50R
STA: 22+30.55 OFF: -24.67L
SUMP: 19.32
RIM: 29.00
RIM: 28.77
INV IN: 19.92 24" RCP (PN2)
SUMP: 21.31
INV OUT: 26.27 8" HDPE (PN9)
INV IN: 22.00 24" RCP (PN7) STUBOUT
INV IN: 22.75 18" RCP (PN6)
INV OUT: 19.82 24" RCP (PN1)
INV IN: 22.00 36" HDPE (EX PT-2)
EX T-2 (EXISTING DROP INLET)
INV OUT: 21.81
18" RCP (PN5)
STA: 23+00.86 OFF: 102.73R
N2 (PROPOSED DROP INLET)
RIM: 26.74
STA: 20+33.72 OFF: 24.50R
N6 (PROPOSED
DROP INLET)
SUMP: 21.56
RIM: 29.34
STA: 22+99.26
OFF: -48.50L
INV IN: 22-06 36" HDPE (EX PT-3)
SUMP: 19.68
RIM: 26.91
INV IN: 23.00 18" RCP (EX PTE-10)
INV IN: 20-28 24" RCP (PN3)
SUMP: 22.47
INV OUT: 22.06 36" HDPE (EX PT-2)
INV OUT: 20.18 24" RCP (PN2)
INV OUT: 22.97
18" RCP (PN6)
G1 (PROPOSED DROP INLET)
N3 (PROPOSED DROP INLET)
N8 (PROPOSED
DRAIN BASIN)
STA: 20+29.49 OFF: -46.46L
STA: 20+77.87 OFF: 24.50R
STA: 20+77.87
OFF: - 1 7.50L
RIM: 27.93
RIM: 29.28
RIM: 29.03
SUMP: 16.78
SUMP: 20.00
INV OUT: 24.71
8" HDPE (PN8)
INV IN:17.38 48" RCP (PG2)
INV IN:20.60 24" RCP (PN4)
INV OUT:17.28 48" RCP (PG1)
INV IN:24.50 8"' HDPE (PN8)
INV OUT-.20.50 24" RCP (PN3)
-
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STATION AND OFFSET REFERENCE
SCHEDULE It STORM DRAINAGE BASELINE
SHEET
'iooO�
2;7
STUBOUT
16' (2 PIPE JOINTS) OF
48- RCP 0 0.22%,
PLUG IN ACCORDANCE WITH
NCDOT STD 840.71
NOTES:
1.
SEE SHEETS EX1 AND EX2 FOR LIMITS OF EXISTING
CONDITIONS AND REMOVAL PLAN.
2.
SEE SHEET D3 DETAILS AND NOTES FOR STORM DRAIN
PIPE INSTALLATION.
3.
ALL SCHEDULE 11 DRAINAGE STRUCTURES ARE TO BE
NCDOT STD 840.31 WITH FRAME AND GRATE NCDOT STD
840.24 OR APPROVED EQUAL.
4.
RESTORE GRADES TO EXISTING CONDITIONS. ALL SLOPES
SHALL BE 3:1 OR FLATTER.
5.
REMOVE PAVEMENT AS NECESSARY FOR STORM DRAINAGE
INSTALLATION. RESTORE PAVEMENT WITH 2" S9.5B OVER
8" CABC (SHEET Dl, PARKING SPACE PAVEMENT DETAIL).
PRIOR TO RESTORING PAVEMENT, SAWCUT EDGE FOR
SMOOTH TRANSITION.
6.
THE CONTRACTOR SHALL BE RESPONSIBLE FOR
EXCAVATION SUPPORT AND DEWATERING. DEWATERING
SHALL BE DIRECTED ON AIRPORT PROPERTY AND SHALL
NOT BE DIRECTED TOWARD NCDOT RIGHT—OF—WAY.
7.
WHEN CONSTRUCTING OR REMOVING STRUCTURES/PIPE
ADJACENT TO PAVEMENT, CONTRACTOR IS RESPONSIBLE
0 Ur%0lKlt'% DDAr"lKin AKif'% OR INSTALLING Min nt C'
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M'X
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PERMITTED LOCATION.
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10. UTILITIES SHOW N ARE AT APPROXIMATE LOCATIONS. WATER
ABM
Project No. 3301-1602
T AND SEWER DISCONNECT AND/OR REPAIRS SHALL BE
27
COORDINATED BY CONTRACTOR WITH CAPE FEAR PUBLIC
SCALE IN FEET
3301-1703
-4-4—
-------ry£
---1 -------- -------
---
UTILITY AUTHORITY. DAMAGES TO EXISTING ACTIVE
1 30
Sheet No.
UTILITIES, WATER AND SEWER SHALL BE REPAIRED AT
—0—
-----------
CONTRACTOR'S EXPENSE.
FOR REVIEW
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J
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30.50—'i—_
NOT FOR CONSTRUCTION

6' SHOULDER
SEE GRADING PLANS w w z
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I
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COURSE NCDOT STANDARD
SPECIFICATION SECTIONS
520, 1006 & 1010
12'
EXISTING
SLOPE TO DRAIN GROUND
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FILTER FABRIC SPECIFICATION SECTION 500
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2" BITUMINOUS SURFACE COURSE
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RAP CONTENT)
BITUMINOUS PRIME COAT
8" AGGREGATE BASE COURSE
NCDOT STANDARD
SPECIFICATION SECTIONS
520, 1006 & 1010
COMPACTED SUBGRADE;
PER NCDOT STD.
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PARKING SPACE PAVEMEK DETAIL
NOT TO SCALE
IO
3" BITUMINOUS SURFACECOURSE
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BITUMINOUS PRIME COAT
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NCDOT STANDARD
SPECIFICATION SECTIONS
520, 1006 & 1010
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PER NCDOT STD.
SPECIFICATION SECTION 500
ROADWAY PAVEMENT, QEIA.IL
FLIGHTLINE ROAD AND ANNA PENNINGTON LANE_
NOT TO SCALE
PAVEMENT SECTION MATERIALS AND
CONSTRUCTION REQUIREMENT SHALL CONFORM
TO THE 2018 NCDOT STANDARD SPECIFICATIONS
AND SUPPLEMENTAL REQUIREMENTS AS LISTED
IN THE PROJECT SPECIFICATIONS.
PROVIDE 1 1/2" (MAXIMUM)
DROP-OFF FROM EDGE OF
PAVEMENT TO SHOULDER
PROPOSED-WASHPAD
CONCRETE Q_
r SFF PROPOSED 8" FAA
0 00 TO THE NEAREST JOINT G' SPECIFICATION P-501
BUT NOT LESS THAN 10' B PORTLAND CEMENT
- F.'
CONCRETE PAVEMENT
-S
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PROPOSED 6" P-209 � BACKFILL PER PROPOSED 6 P-209
CRUSHED AGGREGATE
CRUSHED AGGREGATE SPECIFICATION
BASE COURSE ITEM P-152 BASE COURSE
EDGE OF
PAVEMENT
Al I)2E -A �I KEN_ED EDQE
AT PAVEMENT EDGE
NOT TO SCALE
4" WHITE
STRIPES
8.5'
2'
ANCHORED
EEL STOP
(6' LENGTH MIN.)
TYPICAL REST.IOSED PARKINQ STALL
WEST WE OF EIS,,TING
. SNOW
MAIN TEN AN E_FACILITY
NOT TO SCALE
ACCESSIBLE
PARKING SIGN
SEE DETAIL
EDGE OF
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NOT TO SCALE
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WHITE PAI
4" WHITE STRIPES,
3' SPACING ON CENTER,
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8' VAN ACCESSIBLE
ACCESS/DLE_III._PARKING STALL
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Scale
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WITHOUT G CURB © "� ABM
OR UTTER e�7 Project No. 3301-1602
3301-1703
1'-2" Sheet No.
FOR REVIEW ONLY NOT FOR CONSTRUCTION

Kam
SECTION Y-Y
►L MANHOLE
BRICK MAY BE USED
TO ADJUST FRAM A
COVER TO SURFACE
ELEVATION MAX. 1
C. TO C.
m
SECTION
OR r r
ORAL NOTES:
CHAMFER ALL EXPO CO S 1 N .
USE CL�� "B" CONCRETETHROUGHOUT.
OPTIONAL CONSTRUCTION - MONOLITHIC POUR 2" KEVW AY OR
84 BIN; DOWELS AT 12" CENTERS AS DI�Co u." BY THE E AINEER.
USE FORMS TO CONSTRUCT THE BOTTOM SLAB.
IF REINFORCED E PIPE IS SET IN BASE SLAB OF BOX,
ADD TO SASE AS SHONN ON STAB NO. $40.00.
PROVIDE ALL JUNCTION BOXES OVER 3'-S" IN DEPTH WITH STEM
12" ON CENTERS IN AccoRmum'WITH S'TD. NO. 84o.66.
ADJUST THE STEEL, CONCRETE AND BRICK MASONRY QUANTITIES
TO INCLUDE THE ADDITION OF THE MANHOLE (I.E. DIAGONAL. BARS
SHORTENED AROUND OPENING IN TOP SLAB, ADDITIONAL VARIABLE
HEIGHT BRICK MASONRY. OPENING IN TOP SLAB.)
MAX. DEPTH OF THIS STRUCTURE FROM TOP OF BOTTOM SLAB TO TOP
ELEVATION IS 12 FEET.
imme owe m An emir ns m CONCiIBTE jwm N
DIMENSIONS OF BOX AND PIPE
REINFORCEMENT
BARS "A"
TOP SLAB
DIMENSIONS
CUBIC YARDS
IN BOX
TOTAL 0MNTMES
wx M S
DWWrM FOR 0W
PIN OU.lt0.4.
PIPE
SPAN
WIDTH
HEIGHT
0
A
B
H
No.
LENGTH
E
F
TopW�:/Y�
SLAB
SLAB
OW
Ff. OF 8T.
f.�s.
REIN
Yid•. Yoe.
MIN. "H"
C.S.
R.C.
12"
2'-0"
2'-O"
2'-3"
12
2'-g"
3'-0"
3'-0"
0.167
0.167
0.185
22
0.750
0.015
0.024
15"
2i-:1"
2'-3"
2'-6"
12
3'-0"
3'-3"
3'-3"
0.196
0.196
0.204
24
0.902
0.023
0 030
18"
2'-6"
2'-6"
2'-S"
14
9'-9"
3'-6"
31•8"
0.227
0.227
0.229
30
1.085
0.083
6,t149
24"
3'-0"
3'-O"
3'-S"
16
3'-9"
4'-0"
4'-0"
0.29E
0.298
0.259
40
1.434
0.059
0.085
30"
3'-M3w
W-en
3'-9"
18
4'-S"
4'-S"
W-8"
0.375
0.375
0.298
51
1.880
0.092
0.127
a1a"
4'-0"
4'-0"
4'-3"
2D
4'-9"
5'-O"
5'-O"
0.40
0.463
0.333
64
2.341
0.132
0-178
42"
4'-8"
a-8"
4'-9"
22
W-a"
SW
5'-8"
0.500
0.500
0.370
77
2.878
0.190
8-243
48"
S'-4"
S'-0
'Jr'-3"
26
6'-3"
8'-4"
6'-4"
0.743
0.743
0.407
111
3.60
0.235
0.317
54"
a'-10"
IV -loll
W-9"
28
6'-7"
8'-IW
W-10a`
0.865
0.80
0.444
126
4.283
0.297
0-401
soft
6' -6"
6'-6"
8'-3"
30
7'-3"
T-6"
T-6"
1.042
1.049
0.401
146
S.ogo
0.86i
0-496
66p
7'-1"
7'-1"
S'-9"
32
7'-10"
8'-1"
8'-1"
1 1.210
1.210
0.6181
ISO
5.917
0.444
Q•
DROE INLET AND MANHOLE
N DOT STANDARDDETAIL 840.31
� .r�lr���l....��. I.I rrrrrrlrrrl
NOT TO SCALE
*OR APPROVED EQUAL
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NOTES:
1. FOR DROP INLETS, INSTALL FRAME AND GRATE
NCDOT STD 840.24 OR APPROVED EQUAL.
2. FOR MANHOLES, INSTALL MANHOLE FRAME AND
COVER NCDOT STD $40.54 OR APPROVED EQUAL.
10.5' TOTAL
WIDTH
. Nk N W ,
14, � 4 NV w �, ,
4 41 NP 14,
Nv Nv
� 41 41 41 41 � � � a � 1 �
SODDING NOTES:
1. LAY SOD IN A STAGGERED PATTERN WITH STRIPS BUTTED TIGHTLY AGAINST EACH OTHER. A
SHARPENED MASON'S TROWEL CAN BE USED TO TUCK DOWN THE ENDS AND TRIM PIECES.
2. BUTTING -ANGLED ENDS CAUSED BY THE AUTOMATIC SOD CUTTING MUST BE MATCHED
CORRECTLY.
MAINTENANCE NOTES:
1. FOR MAINTENANCE OF GROUNDCOVER, WHICH INCLUDES SODDING AND SEEDING OPERATIONS,
CONTRACTOR SHALL INSPECT ALL GROUNDCOVER AREAS FREQUENTLY FOR FAILURE AND MAKE
NECESSARY REPAIRS IMMEDIATELY. CONTRACTOR SHALL WATER THE GROUNDCOVER AREAS AS
NECESSARY TO MAINTAIN AN ADEQUATE AMOUNT OF MOISTURE TO PROMOTE TURF
ESTABLISHMENT.
SODDING DETAIL .rr-._PLAN VIEW
NOT TO SCALE
42" ROLL
WIDTH
SUBGRADE- SEE P-152 FOR
SUBGRADE COMPACTION
REQUIREMENTS
BB COMPACTED PIPE -
HAUNCH
Q COMPACTED OUTER
WOVEN
GEOTEXTILE
MATERIAL,
SEE TABLE 1
PERFORM LIGHT DYNAMIC
COMPACTION OF VERY LOOSE
SANDS PRIOR TO PLACING
BEDDING MATERIALS
PROPOSED ROADWAY
PAVEMENT SECTION
ag
W,A
I I @
O.D. + 4'
MINIMUM TRENCH WIDTH
WAVED AREAS
NOT TO SCALE
STORM PIPE
Q.D./2
6"
12"
LOOSELY PLACED
MIDDLE BEDDING
Q COMPACTED PIPE
HAUNCH
a COMPACTED OUTER
WOVEN
GEOTEXTILE
MATERIAL,
SEE TABLE 1
PERFORM LIGHT DYNAMIC
COMPACTION OF VERY LOOSE
O.D. = OUTER PIPE SANDS PRIOR TO PLACING
DIAMETER BEDDING MATERIALS
TYPICAL PIPE TRENCH SECTIONS
NOT TO SCALE
SEE GRADING SHEETS
FOR FINAL GRADES.
STORM PIPE
�O.D./2
612 If
i I p
-40.- O.D. + 4'
MINIMUM TRENCH WIDTH
TURFED AREAS
NOT TO SCALE
TRENCH MATERIALS
SITE SOILS CAN BE EXPECTED TO BE WET OF OPTIMUM MOISTURE CONTENT. SILTY SANDS ARE PRESENT
WITH >30% PASSING THE #200 SIEVE. SOME CLAYEY SANDS ARE ALSO PRESENT. BELOW -6', VERY SOFT
TO SOFT HIGHLY PLASTIC CLAYS ARE PRESENT.
PIPE FOUNDATION MATERIAL:
NCDOT STANDARD SPECIFICATIONS SECTION 1005, #67 OR #78M STONE AGGREGATE.
PLACE STONE ON WOVEN GEOTEXTILE MATERIAL CONFORMING TO TABLE 1.
SELECT MATERIAL:
MATERIAL TAKEN FROM THE EXCAVATION (AS AVAILABLE) OR FROM OFF -SITE SOURCES AND CONFORMING TO THE
REQUIREMENTS FOR USCS CLASSIFICATIONS SW, SM, SP, OR BETTER WITH NO MORE THAN 20% PERCENT PASSING THE
#200 SIEVE. COMPACT TO 95% OF ASTM D698/AASHTO T99 STANDARD PROCTOR DENSITY (EXCEPT MIDDLE BEDDING).
GENERAL TRENCH BACKFILL MATERIAL:
MATERIAL TAKEN FROM THE EXCAVATION (AS AVAILABLE) OR FROM OFF -SITE SOURCES AND CONFORMING TO THE
REQUIREMENTS FOR USCS CLASSIFICATIONS SW, SM, SP, SC, OR BETTER. ML OR CL SOILS MAY BE USED IF
PROPERLY MOTS RE CONDITIONED TO ACHIEVE SPECIFIED DENSITY. CLASSIFICATIONS OL, MH, CH, OH AND PT SHALL
BE EXCLUDED. COMPACT TO 95% OF ASTM D698/AASHTO T99 STANDARD PROCTOR DENSITY.
AS DIRECTED BY ENGINEER AND OWNERS GEOTECHNICAL ENGINEER, UNDERCUT BELOW PIPE TRENCH FOUNDATION AND
BACKFILL WITH #67 OR #78M STONE AGGREGATE.
TABLE 1 - WOVEN GEOTEXTILE MATERIAL FOUNDATIONS
PROPERTY
ASTM STANDARD
MINIMUM AVERAGE ROLL VALUE
GRAB TENSILE STRENGTH
D4632
200 LBS.
GRAB TENSILE ELONGATION
D4632
10%
TRAPEZOID TEAR STRENGTH
D4533
75 LBS.
CBR PUNCTURE STRENGTH
D6241
700 LBS.
APPARENT OPENING SIZE (AOS)
D4751
40 U.S. SIEVE
PERMITTIVITY
D4491
0.05 SEC-1
UV RESISTANCE (AT 500 HRS.)
D4355
STRENGTH RETAINED
PIPE TRENCH NOTES:
1. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO MANIPULATE WET SOILS FOR DRYING OR TO ADD WATER AS
NECESSARY TO ACHIEVE THE SPECIFIED DENSITY. MOISTURE CONDITION SOILS TO WITHIN +/- 3% OF STANDARD
PROCTOR OPTIMUM FOR SOILS CONTAINING SIGNIFICANT FINES (SC, SM, ML, CL, ETC.). MOISTURE CONDITION
SOILS TO WITHIN +/- 5% OF STANDARD PROCTOR OPTIMUM FOR SOILS "THIN MINIMAL FINES (SP, ETC.)
2. ALL MATERIALS SHALL BE COMPACTED IN 6" MAXIMUM LOOSE LIFTS.
3. CONTRACTOR SHOULD EXPECT TO ENCOUNTER WET CONDITIONS AND GROUND WATER DURING PIPE INSTALLATION.
THE CONTRACTOR SHALL BE RESPONSIBLE FOR DESIGN OF EXCAVATION SUPPORT AND MEANS AND METHODS OF
DEWATERING INCLUDING WELL -POINTING, SUMPS, PUMPS OR OTHER MEANS. ALL COSTS FOR EXCAVATION SUPPORT
AND DEWATERING WILL BE CONSIDERED INCIDENTAL TO THE PRICE BID FOR PIPE INSTALLATION. CONTRACTOR
SHALL BE REQUIRED TO SUBMIT A DETAILED DEWATERING PLAN PRIOR TO THE START OF CONSTRUCTION.
4. ALL DEWATERING, EXCAVATION, BEDDING & BACKFILL FROM THE EXCAVATION, GEOTEXTILE MATERIAL, DEWATERING,
EXCAVATION SUPPORT, EXISTING UTILITY PROTECTION, PIPE MATERIALS, GASKETS, FABRIC FOR WRAPPING JOINTS,
INCIDENTALS AND LABOR SHALL BE INCLUDED IN THE UNIT PRICE PER LINEAR FOOT OF PIPE. BID ITEM HAS
BEEN INCLUDED FOR "UNDERCUT BELOW PIPE TRENCH FOUNDATION AND BACKFILL WITH #67 OR #78M STONE
AGGREGATE" UPON THE APPROVAL OF THE ENGINEER.
5. ALL PIPE JOINTS SHALL BE CONSTRUCTED WITH RUBBER GASKETS AND BE WRAPPED IN GEOTEXTILE FABRIC.
FABRIC SHALL EXTEND 2 FEET ON EITHER SIDE OF THE JOINT AND SHALL BE HELD IN PLACE UNTIL BACKFILL IS
ABOVE THE TOP OF THE PIPE. FABRIC FOR WRAPPING PIPE JOINTS SHALL CONFORM TO NCDOT STANDARD
SPECIFICATIONS SECTION 1056, TYPE 1.
6. ALL EXCAVATION & BACKFILL FOR EXISTING PIPE AND STRUCTURE REMOVAL (WHETHER FROM THE EXCAVATION OR
FROM OFF -SITE SOURCES), DEWATERING, EXCAVATION SUPPORT, INCIDENTALS AND LABOR SHALL BE INCLUDED IN
THE UNIT PRICE PER STRUCTURE REMOVAL, OR LINEAR FOOT PER PIPE REMOVAL.
7. WHEN CONSTRUCTING OR REMOVING STRUCTURES/PIPE ADJACENT TO PAVEMENT TO REMAIN, CONTRACTOR IS
RESPONSIBLE FOR SHORING, BRACING AND/OR INSTALLING SHEET PILES TO ENSURE PAVEMENT IS NOT
UNDERMINED. IF PAVEMENT IS UNDERMINED AND NEEDS TO BE REMOVED, CONTRACTOR SHALL REPLACE WITH LIKE
MATERIALS AND STRUCTURE AT HIS EXPENSE.
LOOSELY PLACED
MIDDLE BEDDING
O.D. = OUTER PIPE
DIAMETER
FOR REVIEW ONLY -
NOT FOR
CONSTRUCTION
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Project No.
3301-1602
3301-1703
Sheet No.
D3

9#1
DA = 4,236,465 SF
97.25 ACRES
11.4 ACRES WETLANDS
IMPERV.(857) = 3,178,898 SF
72.98 ACRES
11.4 ACRES
Am
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FROM APPROVED PLAN REVISION
DATED JUNE 29,2016
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97.25 ACRES
11.4 ACRES WETLANDS
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3301-1703
Sheet No.

91
1. PRIOR TO ANY CLEARING, GRADING OR CONSTRUCTION ACTIVITY, TREE
PROTECTION FENCING (IF REQUIRED) WILL BE INSTALLED AROUND PROTECTED
TREES OR GROVES OF TREES AND NO CONSTRUCTION WORKERS, TOOLS,
MATERIALS, OR VEHICLES ARE PERMITTED WITHIN THE TREE PROTECTION.
2.ANY TREES AND/OR AREAS DESIGNATED TO BE PROTECTED MUST BE
PROPERLY BARRICADED WITH FENCING AND PROTECTED THROUGHOUT
CONSTRUCTION TO INSURE THAT NO CLEARING, GRADING OR STAGING OF
MATERIALS OCCUR IN THOSE AREAS.
3.' NO EQUIPMENT IS ALLOWED ON SITE UNTIL ALL TREE PROTECTION FENCING
AND SILT FENCING IS INSTALLED AND APPROVED. PROTECTIVE FENCING IS TO
BE MAINTAINED THROUGHOUT THE DURATION OF THE PROJECT, AND
CONTRACTORS SHALL RECEIVE ADEQUATE INSTRUCTION ON TREE PROTECTION
METHODS.
4. ALL PAVEMENT MARKINGS IN PUBLIC RIGHTS OF WAY AND FOR DRIVEWAY
ARE TO BE THERMO PLASTIC AND MEET CITY AND/OR NCDOT STANDARDS.
5. TRAFFIC CONTROL DEVICES (INCLUDING SIGNS AND PAVEMENT MARKINGS) IN
AREAS OPEN TO PUBLIC TRAFFIC ARE TO MEET MUTCD STANDARDS AND BE
MAINTAINED BY THE OWNER.
6 ALL PARKING STALL MARKINGS AND LANE ARROWS WITHIN PARKING AREAS
SHALL BE WHITE. ALL PAVEMENT MARKINGS IN PUBLIC RIGHTS OF WAY FOR
DRIVEWAY ARE TO BE THERMO PLASTIC AND MEET CITY AND/OR NCDOT
STANDARDS.
7. ALL TRAFFIC CONTROL SIGNS AND MARKINGS OFF THE RIGHT OF WAY ARE
TO BE MAINTAINED BY THE PROPERTY OWNER.
8. STOP SIGNS AND STREET SIGNS TO REMAIN IN PLACE DURING
CONSTRUCTION.
9. TACTILE WARNING MATS WILL BE INSTALLED ON ALL WHEEL CHAIR RAMPS.
10. ANY IRRIGATION SYSTEM SHALL BE EQUIPPED WITH A RAIN AND FREEZE
SENSOR.
11. CONTRACTOR TO FIELD VERIFY EXISTING WATER AND SEWER LOCATIONS,
SIZES AND MATERIALS PRIOR TO CONSTRUCTION. ENGINEER TO BE NOTIFIED OF
CONFLICTS.
12. AN ALL WEATHER DRIVING SURFACE FOR EMERGENCY VEHICLES MUST BE
MAINTAINED DURING CONSTRUCTION.
13. NO OBSTRUCTIONS ARE PERMITTED IN THE SPACE BETWEEN THIRTY (30)
INCHES AND TEN (TEN) FEET ABOVE THE GROUND WITHIN THE TRIANGLE SIGHT
DISTANCE.
14. CONTRACTOR IS TO NOTIFY (AT A MINIMUM) THE FOLLOWING COMPANIES
FOR LOCATION SERVICES:
ULOCO ................1-800-632-4949, 48 HOURS IN ADVANCE
BELL SOUTH ........ 1-800-392-8712 (STEVE DAYVAULT)
CAROLINA ONE CALL CENTER 1-800-632-4949
15. THERE SHALL BE NO ENCUMBRANCES WITHIN THE NCDOT RIGHT OF WAY.
16. FIRE HYDRANTS CANNOT BE FURTHER THAN 8' FROM THE CURB.
17. PARKING AND LANDSCAPING CANNOT BLOCK FIRE HYDRANTS OF FDC'S
18. FDC'S CAN BE NO FURTHER THAN 40' FROM FIRE DEPARTMENT VEHICLE
PLACEMENT
19. FDC'S CAN BE NO FURTHER THAN 150' FROM A FIRE HYDRANT
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GEOINNO"VATION, PC
MR. DEAN EXLINE, PLS
311 J U_DGES ROAD
SUITE 3D
WILMINGTON, NC 28405
1-910-367-2110
SOCIAL BARK KENNEL
N.W. CORNER OF HALL ROAD AND GARDNER ROAD
1789 HIALL ROAD
@ ILams AIRPORT
WILMING9 0— NY NC 28405
VICINI
DECEM
CIVIL ENGINEER
JBS CONSULTING, PA
BRAD SEDGWICK, PE
7332 COTESWORTH DRIVE
WILMINGTON, NC 28405
1-910-619-9990
TY MAP
BER� 2017
ARCHITECT/LANDSCAPE ARCHITECT
B + O DESIGN STUDIO, PLLC
MR. SCOTT OGDEN, AIA/LEED AP
MS. LARA BER"KLEY, ASLA, LEED—AP
1319—CC MILITARY ROAD. PM__B #221
WILMINGTON, NC 28405
910-821-0084
LIST OF DRAWINGS
xX COVER SHEET
Cl SITE PLAN
C2 GRADING, DRAINAGE & EROSION CONTROL
C3 DETAILS
- hiaMnT nPINiMAIAV of AN BMITT€e
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MANAGEMENT COMMISSION
OWNER
SOCIAL BARK AT WILMINGTON, INC.
OF q) N
BEFORE YOU DIG
STOP
CALL 1 800 632-4949
N.C. ONE -CALL CENTER
IT'S THE LAW ,
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NO WETLAND WITHIN PROJECT AREA
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SITE DATA
ADDRESS .............................. NW CORNER OF HALL AND QARDNER
@o|UW AIRPORT
1789 HALL DRIVE
VNUW|NQTON, NC
PARCEL |D NUMBERS ............ R04200-001-025-000 (PART OF THIS PARCEL)
DEEDBOOK 8u PAGE ............ D.B. XX PG. XX
MAP BOOK &c PAQE----- MB XX Pg. XX
ZONING .................................. Al — AIRPORT INDUSTRIAL DISTRICT
NBWHANOVER COUNTY
DIMENSIONAL REQUIREMENTS MINIMUM PROPOSED
LOT AREA 43,580 SF 94^343 SF
LOT WIDTH 150 FT
MINIMUM FRONT YARD SETBACK 50 FT 65.3 FT
MINIMUM REAR YARD SETBACK 25 FT 34.7 FT
MINIMUM SIDE YARD SETBACK
BUILDING HEIGHT 35 FT 24 FT
CAMA LAND USE CLASSIFICATION .. URBAN
PROPOSED USE ................................... DOG 8x CAT KENNEL
NUMBER OF BUILDINGS ----.—..2 EXISTING BUILDINGS (TO BE DEMOLISHED)
1 PROPOSED
PROPOSED BUILDING SQUARE FO0TAQE---.. 18,988 SF
PARKING REQUIREMENTS
MINIMUM SIZE REQUIRED = 8.5' X 18'
MINIMUM SIZE PROPOSED = Q' X 18'
PARKING SPOTS REQUIRED = NO LISTING FOR PARKING COUNT FOR DOG KENNEL IN NHC
ORDINANCE. USED PART OF SPACE FOR RETAIL AND PART OF SPACE AS WAREHOUSING.
RETAIL AREA = 2311 SF — 1 SPACE FOR 400 8F = 5.8_SPACUES�
WAREHOUSE AREA = 13'454 SF
1.5 SPACES PER 2 EMPLOYEES /6 EMPLOYEES MAXIMUM COUNT) = 3_S2ACEJS
1 SPACE PER MANAGER (1 MANAGER MAXIMUM) = 1_SPACJESL
1 VISITOR SPACE PER 10 MANAGERS (ASSUME 10 VISITORS MAX) = 10 SPAJCES.
2 BUSINESS VEHICLES = 2-SPACES
MINIMUM SPACES REQUIRED = 22 SPACES
PARKING SPOTS PROVIDED = 20 SPACES
2 HANDICAP
22 PROVIDED
PRO' BUILDING 16.988 SF
CONCRETE 8c PADS) 2,281 SF
ASPHALT PARKING 8c DRIVE 10,088 SF
TOTAL 28'337 SF
LIMITS OF DISTURBANCE FOR THIS PROJECT = 2.4 ACRES
SOUL TYPES
LEON SANDS 98% OF SITE
PANTEGO LOAM 2%OF SITE
WATER QUALITY INFORMATION
RECEIVING SMITH CREEK
u|mEaM CLASS C;Sw
STREAM INDEX NUMBER: 18-74-63
CAPE FEAR RIVER BASIN
I
PROJECT SITE
VICINITY MAP
FLOOD
FIRM PANEL 3129
MAP NUMBER 3720312900J
EFFECTIVE DATE APRIL 3, _--- � ^ ' �ZONE X — MINIMAL FLOOD RISK
`.'
'
WATER U| «�
` ` ^ ~ " ==~ USAGE �=�� CALCULATIONS
�`����
NOTE:
1. THE UNIT SHALL BE READILY ACCESSIBLE TO
/nE vWmm, OR OWNERS msun FOR cwcnoovm' punpoaco
PUMP CONTROL PANEL MUST BE LABELED WITH THE u.PUMP OFF LEVEL m 12 INCHES FROM BOTTOM OF BASIN,
NAME AND NUMBER OF 24-wm EMERGENCY PUMP ON LEVEL IS 20 INCHES FROM BOTTOM or BASIN.
cvmnm, o. ALARM LEVEL IS 24^ FROM THE oonow OF THE omaw.
4. A REDUNDANT ALARM FLOAT SHALL BE /woonponmED INTO
r*c amaw onmpowov�
CONTROL PANEL IN wcwA+x ENCLOSURE'
MOUNTED TO SIDE OF BUILDING
NEMA 4X JUNCTION BOX REMOTE FROM PUMP STATION AS REQUIRED.
WHEN PUMP LEADS AND/OR FLOAT WIRING CANNOT BE EXTENDED TO
CONTROL PANEL WITHOOLIT SPLICING. JUNCTION BOX SHALL BE MOUNTED TO SIDE OF HOUSE OR ON SUITABI E
SUPPORT (4"X4" TREATED POST OR APPROVED EQUAL) ADJACENT TO PUMP STATION. REGARDLESS OF LOCATION
JUNCTION BOX SHALL BE AT LEAST 12' ABOVE GRADE.
4STAINLESS STEEL BOLTS,
NUTS, AND WASHERS
FIBERGLASS BASIN STA*JLESS STEEL SCREEN
WITH SEALED TOP AND
NO SPLIC - ING
OF WIRES 1811
ALLOWED
INSIDE BASIN 1 1/2" SCH. 80 PVC VENT PIPE
6011 / mx o/000wwECT
CHAIN OF CABLE
FROM HOUSE PLUMBING 601s 1 5" SWING
CAECK VALVE
REDUNDANT —
ALARM FLOAT 12*±
1.5" TO SERVICE LINE
CONCRETE FOR GRINDER PUMP
PUMP STAND BY
FLOTATION CONTROL
PUMP SUPPLIER
6 CONCRETE FILLET
GRINDER PUMP STATION:
wonuu° , BE
2 HP, 208/2,30V, W/5.5- IMPELLER. OIL COOLED INDUCTION WITH CAPACITOR START MOTOR, 3450 RPM, 60 HZ, TYPE L
NEMA DESIGN, CLASS B INSULATION, 1 1/4- NPT DISCHARGE WITH WATER RESISTANT 600
CSA/UL APPROVED
POWER CORD. NO SPLICES WILL BE ALLOWED IN THE POWER CORD BETWEEN THE w PANEL
AND APPURTENANCES SHALL BE SIMPLEX SINGLE—PHASE, 200/23OV, 60HZ CONTROL PANEL IN NEMA 4X WEATHER —TIGHT,
NON —CORROSIVE FIBERGLASS ENCLOSURE WITH HOA OPERA11ON ALARM rw SHALL BE THE PUMP. �Nsi\�m�BET (VISIBLE 'AS��NU��O�D�YD BELL (AUDIBLE —'—'''
oxsLLM OR AS SPECIFICALLY APPROVED BY 'ME ENGINEER.
PUMP STATION
SOURCE - T2 ���---
8/000 SF BOARDING KENNEL
20 QPD/PEN,CAGE, KENNEL OR STALL (PER T2)
88 KENNELS TOTAL = 1320 QPO
25GAL/EMPLOYEES/SHIFT
1 SHIFT / 0 EMPLOYEES MAXIMUM = 150-G2ll
TOTAL 1470 QPO
30.44
PROPOSED SPOT ELEVATION
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NO WORK OUTSIDE THESE LIMITS
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DRAINAGE
EROSION CONTROL
6.8 aGRADING, SCALE. 1 -40 (Horiz.)
SCALE, 1 GWN�4.0
Excavated area (as required)
CONSTRUCTION SPECIFICATIONS
--� 1. CLEAR, GRUB, AND STRIP THE AREA UNDER THE EMBANKMENT OF ALL VEGETATION AND ROOT MAT. REMOVE ALL SURFACE
Sills Slope 21 A'"
SOIL CONTAINING HIGH AMOUNTS OF ORGANIC MATTER, AND STOCKPILE OR DISPOSE OF IT PROPERLY. HAUL ALL OBJECTIONABLE
MATERIAL TO THE DESIGNATED DISPOSAL AREA.
° - AGCUr1tl.IrtE:d 2. ENSURE THAT FILL MATERIAL FOR THE EMBANKMENT IS FREE OF ROOTS, WOODY VEGETATION, ORGANIC MATTER, AND OTHER
if ,
OBJECTIONABLE MATERIAL. PLACE THE FILL IN LIFTS NOT TO EXCEED 9 INCHES AND MACHINE COMPACT IT. OVER FILL THE
,, i EMBANKMENT 6 INCHES TO ALLOW FOR SETTLEMENT.
-....a .
Weep holes ?# 3. CONSTRUCT THE OUTLET SECTION IN THE EMBANKMENT. PROTECT THE CONNECTION BETWEEN THE RIPRAP AND THE SOIL
Excavated Cie�3th, -�-- � f0� i ':= ii„ �• C•2ravel-s pl?orted bit FROM PIPING BY USING FILTER FABRIC OR A KEYWAY CUTOFF TRENCH BETWEEN THE RIPRAP STRUCTURE AND SOIL.
"":
hard
Ware Cloth t0 allow -PLACE THE FILTER FABRIC BETWEEN THE RIPRAP AND THE SOIL. EXTEND THE FABRIC
min in -- 1 , max 2' � � --�- � dewateriD9 � D It ACROSS THE SPILLWAY FOUNDATION AND SIDES TO THE TOP OF THE DAM; OR
below top of inlet = t drainage and restrict -EXCAVATE A KEYWAY TRENCH ALONG THE CENTER LINE OF THE SPILLWAY FOUNDATION
SedllT�ent Y11017e1 i4M. EXTENDING UP THE SIDES TO THE HEIGHT OF THE DAM. THE TRENCH SHOULD BE AT
i LEAST 2 FEET DEEP AND 2 FEET WIDE WITH 1:1 SIDE SLOPES.
r w 4. CLEAR THE POND AREA BELOW THE ELEVATION OF THE CREST OF THE SPILLWAY TO FACILITATE SEDIMENT CLEANOUT.
5. ALL CUT AND FILL SLOPES SHOULD BE 2:1 OR FLATTER.
EDO
6. ENSURE THAT THE STONE (DRAINAGE) SECTION FO THE EMBANKMENT HAS A. MINIMUM BOTTOM WIDTH OF 3 FEET AND
MAXIMUM SIDE SLOPES OF 1:1 THAT EXTEND TO THE BOTTOM OF THE SPILLWAY SECTION.
7. CONSTRUCT THE MINIMUM FINISHED STONE SPILLWAY BOTTOM WIDTH, AS SHOWN ON THE PLANS, WITH 2: 1 SIDE SLOPES
EXTENDING TO THE TOP OF THE OVER FILLED EMBANKMENT. KEEP THE THICKNESS OF THE SIDES OF THE SPILLWAY OUTLET
STRUCTURE AT A MINIMUM OF 21 INCHES. THE WEIR MUST BE LEVEL AND CONSTRUCTED TO GRADE TO ASSURE DESIGN
CAPACITY.
8. MATERIAL USED IN THE STONE SECTION SHOULD BE A WELL -GRADED MIXTURE OF STONE WITH A DSO SIZE OF 9 INCHES
CONSTRUCTION SPECIFICATIONS (CLASS B EROSION CONTROL STONE IS RECOMMENDED) AND A MAXIMUM STONE SIZE OF 14 INCHES. THE STONE MAY
BE MACHINE PLACED AND THE SMALLER STONES WORKED INTO THE VOIDS OF THE LARGER STONES. THE STONE SHOULD BE
HARD, ANGULAR, AND HIGHLY WEATHER -RESISTANT.
CLEAR THE AREA OF ALL DEBRID THAT MIGHT HINDER EXCAVATION AND DISPOSAL OF SPOIL. 9. DISCHARGE INLET WATER INTO THE TRAP IN A MANNER TO PREVENT EROSION. USE TEMPORARY SLOPE DRAINS OR
GRADE THE APPROACH TO THE INLET UNIFORMLY. DIVERSIONS WITH OUTLET PROTECTION TO DIVERT SEDIMENT -LADEN WATER TO THE UPPER END OF THE POOL AREA TO IMPROVE
PROTECT WEEP HOLES BY GRAVEL. TRAP TRAP EFFICIENCY (REFERENCES: RUNOFF CONTROL MEASURES AND OUTLET PROTECTION).
WHEN THE CONTRIBUTING DRAINAGE AREA HAS BEEN PERMANENTLY STABILIZED, SEAL WEEP HOLES, 10. ENSURE' THAT THE STONE SPILLWAY OUTLET SECTION EXTENDS DOWNSTREAM PAST THE TOE OF THE EMBANKMENT UNTIL
FIL THE BASIN WITH STABLE SOIL TO FINAL GRADING ELEVATIONS, COMPACT AT PROPERLY AND STABLE CONDITIONS ARE REACHED AND OUTLET VELOCITY IS ACCEPTABLE FOR THE RECEIVING STREAM. KEEP THE EDGES OF
STABILIZE. THE STONE OUTLET SECTION FLUSH WITH THE SURROUNDING GROUND, AND SHAPE THE CENTER TO CONFINE THE OUTFLOW
MAINTENANCE STREAM (REFERENCES: OUTLET PROTECTION).
11. DIRECT EMERGENCY BYPASS TO NATURAL, STABLE AREAS. LOCATE BYPASS OUTLETS SO THAT FLOW WILL NOT DAMAGE THE
EMBANKMENT.
INSPECT CLEAN, AND PROPERLY MAINTAIN THE EXCAVATED BASIN AFTER EVERY STORM UNTILL THE 12,. STABILIZE THE EMBANKMENT AND ALL DISTURBED AREAS ABOVE THE SEDIMENT POOL AND DOWNSTREAM FROM THE TRAP
CONTRIBUTING DRAINAGE AREA HAS BEEN PERMANENTLY STABILIZED. TO PROVIDE SATISFACTORY BASIN IMMEDIATELY AFTER CONSTRUCTION (REFERENCES: SURFACE STABILIZATION).
EFFICIENCY, REMOVE SEDIMENT WHEN THE VOLUME OF THE BASIN HAS BEEN REDUCED BY ONE-HALF. 13. SHOW THE DISTANCE FROM THE TOP OF THE SPILLWAY TO THE SEDIMENT CLEANOUT LEVEL (112 THE DESIGN DEPTH) ON
SPREAD ALL EXCAVATED MATERAIL EVENLY OVER THE SURROUNDING LAND AREA OR STOCKPILE AND THE PLANS AND MARK IT IN THE FIELD.
STABILIZE IT APPROPIATELY. 14. INSTALL POROUS BAFFLES AS SPECIFIED IN PRACTICE 6.65, POROUS BAFFLES
MAINTENANCE
EXCAVATED ATED DROP INLET INSPECT TEMPORARY SEDIMENT TRAPS AT LEAST WEEKLY AND AFTER EACH SIGNIFICANT (ONE-HALF
INCH OR GREATER) RANFALL EVENT AND REPAIR IMMEDIATELY. REMOVE SEDIMENT, AND RESTORE THE
NOT TO SCALE TRAP TO ITS ORIGINAL DIMENSIONS WHEN
THE SEDIMENT HAS ACCUMULATED TO ONE-HALF THE DESIGN DEPTH OF THE TRAP. PLACE THE
SEDIMENT THAT IS REMOVED IN THE DESIGNATED DISPOSAL AREA, AND REPLACE THE PART OF THE
GRAVEL FACING THAT IS IMPAIRED BY SEDIMENT.
CHECK THE STRUCTURE FOR DAMAGE FROM EROSION OR PIPING. PERIODICALLY CHECK THE DEPTH
OF THE SPILLWAY TO ENSURE IT IS A MINIMUM OF 1.5 FEET BELOW THE LOW POINT OF THE
EMBANKMENT. IMMEDIATELY FILL ANY SETTLEMENT OF THE EMBANKMENT TO SLIGHTLY ABOVE DESIGN
NO WETLAND
WITHIN PROJECT AREA
A
GRADE. ANY Kit- RAP DISPLACED FROM THE SPILLWAY MUST BE REPLACED IMMEDIATELY. TEMPORARY SEDIMENT T
RAP
AFTER ALL SEDIMENT -PRODUCING AREAS HAVE BEEN PERMANENTLY STABILIZED, REMOVE THE
STRUCTURE AND ALL UNSTABLE SEDIMENT. SMOOTH THE AREA TO BLEND WITH THE ADJOINING AREAS,
ANn STARII 17F PROPFRI Y NOT TO SCAT -F
-filter
€abric.
GRADING NOTES
1. INITIATE EROSION CONTROL SEQUENCE BEFORE BEGINNING CLEARING, GRUBBING AND
GRADING OPERATIONS.
2. CLEAR AREAS TO BE GRADED OF ALL VEGETATION. PROTECT VEGETATION BEYOND
GRADING LIMITS.
3. STRIP TOPSOIL TO FULL DEPTH IN AREAS TO BE GRADED AND STOCKPILE.
4. COMPACT ALL FILL AREAS TO 95% OF MAXIMUM DENSITY.
5. ALL BANKS AND SWALE SIDE SLOPES SHALL BE GRADED WITH NO GREATER THAN 3:1
SLOPES.
6. ALL AREAS ARE TO BE GRADED SO THAT NO AREAS OF STANDING WATER OCCUR.
7. PROPOSED SPOT ELEVATIONS ARE SHOWN AT FINISHED GRADE.
8. OPERATOR SHALL FIELD VERIFY EXISTING TOPOGRAPHY IN RELATION TO THE PROPOSED
GRADES TO ENSURE DRAINAGE IN THE DIRECTIONS INDICATED ON THE PLAN.
CONSTRUCTION SEQUENCE
1. OBTAIN ALL NECESSARY PERMIT APPROVALS PRIOR TO ANY LAND DISTURBING
ACTIVITY.
2. HOLD A PRE -CONSTRUCTION MEETING WITH THE EROSION CONTROL INSPECTOR.
3. INSTALL GRAVEL CONSTRUCTION ENTRANCE AND SILT FENCE, COMMENCE CLEARING
AND ROUGH GRADING OPERATIONS,
4. ROUGH GRADE SITE AND INSTALL UNDERGROUND UTILITIES.
5. PROVIDE TEMPORARY PROTECTION MEASURES AND DEVICES AS REQUIRED UNTIL
UNDERGROUND UTILITIES AND PAVEMENT SECTION I CO P E ES COMPLETE AND FINAL GRADES ARE
STABILIZED WITH TEMPORARY VEGETATIVE COVER.
6. STABILIZE (FERTILIZE, SEED, AND MULCH) ALL DISTURBED AREAS AS SOON AS FINAL
GRADES ARE ESTABLISHED.
7. ONCE CONSTRUCTION IS COMPLETE AND ALL DISTURBED AREAS ARE STABILIZED,
REMOVE TEMPORARY EROSION CONTROL MEASURES,
EROSION CONTROL MAINTENANCE PLAN
1. ALL EROSION AND SEDIMENT CONTROL PRACTICES WILL BE CHECKED FOR STABILITY
AND OPERATION FOLLOWING EVERY RUNOFF - PRODUCING RAINFALL BUT IN NO CASE
LESS THAN ONCE EVERY WEEK. ANY NEEDED REPAIRS WILL BE MADE IMMEDIATELY TO
MAINTAIN ALL PRACTICES AS DESIGNED.
2. SEDIMENT WILL BE REMOVED FROM BEHIND THE SEDIMENT FENCE WHEN IT BECOMES
ABOUT 0.5 FEET DEEP AT THE FENCE. THE SEDIMENT FENCE WILL BE REPAIRED OR
REPLACED AS NECESSARY TO MAINTAIN A BARRIER.
3. GRAVEL CONSTRICTION ENTRANCE TO BE CLEANED WHEN SEDIMENT ACCUMULATIONS
ARE VISIBLE OR SEDIMENT IS DEPOSITED ON THE ASPHALT AND STONE WILL BE
PERIODICALLY TOP DRESSED WITH 2 INCHES OF #4 STONE TO MAINTAIN 6 INCH DEPTH.
4. INSPECT INLETS AT LEAST WEEKLY AND AFTER EACH SIGNIFICANT (J" OR GREATER)
RAINFALL EVENT. CLEAR THE WIRE OF ANY DEBRIS OR OTHER OBJECTS TO PROVIDE
ADEQUATE FLOW FOR SUBSEQUENT RAINS. TAKE CARE NOT TO DAMAGE OR UNDERCUT
THE WIRE MESH DURING SEDIMENT REMOVAL. REPLACE STONE AS NEEDED.
5. ALL AREAS WILL BE FERTILIZED, RESEEDED AS NECESSARY, AND MULCHED
ACCORDING TO SPECIFICATIONS IN THE VEGETATIVE PLAN TO MAINTAIN A VIGOROUS,
DENSE VEGETATIVE COVER.
EROSION CONTROL NOTES
1. ANY CONSTRUCTION ACTIVITY BEYOND THE 2.4 ACRE LIMITS SHOWN ON THE PLAN IS A
VIOLATION OF THE COUNTY EROSION CONTROL ORDINANCE AND IS SUBJECT TO FINES.
2. CONTRACTOR SHALL REMOVE ALL TREES AND VEGETATION WITHIN ROAD RIGHT OF
WAYS UNLESS OTHERWISE DESIGNATED TO REMAIN.
3. -CONTRACTOR SHALL RAKE AND REMOVE ROOTS, STUMPS, VEGETATION, DEBRIS,
EXISTING STRUCTURES ABOVE AND BELOW GRADE, ORGANIC MATERIAL OR ANY OTHER
UNSUITABLE MATERIAL WITH IN THE LIMITS OF CONSTRUCTION.
4. CONTRACTOR SHALL COORDINATE WITH OWNER AND THEIR GEOTECHNICAL
REPRESENTATIVE TO COORDINATE REMOVAL OF ANY UNSUITABLE SOILS.
5. CLEARED, GRUBBED, STRIPPED OR OTHER WASTE MATERIALS SHALL BE REMOVED FROM
THE SITE AND DISPOSED OF IN A PROPERLY PERMITTED FACILITY.
6. THE CONTRACTOR SHALL FURNISH ANY REQUIRED BORROW MATERIALS FROM A
PROPERLY PERMITTED OFF -SITE FACILITY.
7. ALL GRADED SLOPES MUST BE SEEDED AND MULCHED WITHIN 21 CALENDAR DAYS OF
COMPLETION OF GRADING. STABILIZE AREAS OTHER THAN SLOPES WITHIN 15 WORKING
DAYS OR 90 CALENDAR DAYS, WHICHEVER IS SHORTER.
8. ADDITIONAL MEASURES TO CONTROL EROSION AND SEDIMENT MAY BE REQUIRED BY A
REPRESENTATIVE OF THE COUNTY ENGINEERING DEPARTMENT.
9. SLOPES SHALL BE GRADED NO STEEPER THAN 3:1.
10. ADDITIONAL DEVICES MAY BE REQUIRED AS AGREED UPON BY THE FIELD INSPECTOR,
ENGINEER, AND OWNER.
11. IF ACTIVE CONSTRUCTION CEASES IN ANY AREA FOR MORE THAN 15 CALENDAR DAYS,
ALL DISTURBED AREAS MUST BE SEEDED, MULCHED, AND TACKED.
PROJECT SITE
VICINITY MAP
LEGEND
30.44
PROPOSED SPOT ELEVATION
TREE FOR REMOVAL 2
Q
N
INLET PROTECTION
LABEL
1) GROUND STABILIZATION
SITE AREA
STABLIZATION
STABILIZATION TIME
DESCRIPTION
TIME FRAME
FRAME EXCEPTIONS
-PERIMETER DIKES,
7 DAYS
NONE
DITCHES AND SLOPES
-HIGH QUALITY
7 DAYS
NONE
WATER (HOW)
ZONES
SLOPES STEEPER
7 DAYS
IF SLOPES ARE 10' OR
THAN 3:1
LESS IN LENGTH AND ARE
NOT SEEPER THAN 2:1 14
DAYS ARE ALLOWED
/
SLOPES 3:1 OR
FLATTER
14 DAYS
7 DAYS FOR SLOPES
GREATER THAN 50 FEET IN
LENGTH
ALL OTHER AREAS
WITH SLOPES
FLATTER
TH AN 4:1
14 DAYS
NONE
(EXCEPT FOR PERIMTERS
AND HOW ZONES)
2) BUILDING WASTES HANDLING
-NO PAINT OR LIQUID WASTES IN STREAM OF STORM DRAINS
-DEDICATED AREAS FOR DEMOLITION, CONSTRUCTION AND OTHER WASTES
MUST BE LOCATED 50' FROM STORM DRAINS AND STREAMS UNLESS NO
REASONABLE ALTERNATIVES AVAILABLE
-EARTHEN-MATERIALS STOCKPILES MUST BE LOCATED 50 FROM STORM
DRAIANS AND STREAMS UNLESS NO REASONABLE ALTERNATIVES AVAILABLE
CONCRETE MATERIALS MUST BE CONTROLLED TO AVOID CONTACT WITH
SURFACE WATERS, WETLANDS, OR BUFFERS.
3) INSPECTIONS
-SAME WEEKLY INSPECTION REQUIREMENTS
-SAME RAIN GAUGE & INSPECTIONS AFTER 0.5" RAIN EVENT
-INSPECTIONS ARE ONLY REQUIRED DURING "NORMAL BUSINESS HOURS"
-INSPECTION REPORTS MUST BE AVAIABLE ON -SITE DURING BUSINESS HOURS
UNLESS A SITE -SPECIFIC EXEMPTION IS APPROVED
-RECORDS MUST BE KEPT FOR 3 YEARS AND AVAIABLE UPON' REQUEST
-ELECTRONICALLY-AVAIABLE RECORDS MAY BE SUBSTITUTES UNDER CERTAIN
CONDITIONS
4) SEDIMENT BASINS
OUTLET STRUCTURES MUST WITHDRAW FROM BASIN SURFACES UNLESS
DRAINAGE AREA IS LESS THAN 1 ACRE
-USE ONLY DWQ-APPROVED FLOCCULANTS
NPDES - SPECIFI, PLAN SHEET NOTES
1. THIS PAGE IS SUBMITTED TO COMPLY WITH NPDES GENERAL STORMWATER
PERMIT NCGO10000:
2. THIS PAGE CAN BE APPROVED BY THE COUNTY PURSUANT TO NPDES GENERAL
STORMWATER PERMIT NCGO10000 ONLY.
3. THIS PAGE OF THE APPROVED PLANS IS ENFORCEABLE EXCLUSIVELY PURSUANT
TO NPDES GENERAL STORMWATER PERMIT NCGO10000.
4. THE COUNTY IS NOT AUTHORIZED TO ENFORCE THIS PAGE OF THE PLANS AND
IT IS NOT PART OF THE APPROVED PLANS FOR THE PURPOSES OF
ENFORCEMENT ACTION UNDER THE CITY CODE.
Ov rfill b" for
Property Owner's Certification
SBi Iet11ei1t
"I hereby
���� ����
z'"
certify that I am the current owner of the
Y Y property and that upon receipt
"Authorization
.,
of the -To -Construct" any clearing, grading,' construction or
s
development will be preformed in accordance with this plan and that the applicable
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ordinances and rules of New Hanover County, the State of North Carolina and the
Federal Government
ment and its agencies which are hereby made art of this
9 Y P s plan. As the
I
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rTlilW,
p I3SS b" below
owner, accept full res 3nsibilities for the construction and operation and
maintenance of the facilities. I to transfer
settled trip of
proposed will not attempt this
P
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dales
responsibility without the written authorization of New Hanover County
s
Signature:
�•��a+
¢`
NaturalPrinted
Name & Title: -James McSwain. MANAGER
3,
Ground
Date: r
Designer's Plan Certification
"I hereby certify this plan has been prepared in accordance with
the latest New Hanover County Ordinance and Stormwater Design
Manual"
Signature:
Printed Name & Title: Bradford Sedgwick. PE
Date: _ r 9 i i3 ti i
Registration Number: NC 026378
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POST SPACING AT 6'
8'WITHOUT WIRE FENCING
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SILT FENCE DETAIL
NOT TO SCALE
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6" X6" POST
1" X 6"
2"X4"
of
50 LBS C
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10" MIN
6" X 6" POST
ALL FENCE MATERIALTO BE PRESSURE
TREATED PINE. USE
GALVANIZED FASTNERS
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Al' X F" Pn-gT
TOP VIEW
SHADOW BOX FENCE DETAIL
N.T.S.
1.5" TYPE S9.513—'-----
BITUMINOUS CONCRETE
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100% AASHO _ o:o _ °
SUBGRADE o 11`1 11=1 11= 11 M 1 I=� I I=� =
COMPACTED TO 100 /o AASHO TO 6" DEPTH
--
ASPHALT PAVEMENT SECTION
NOT TO SCALE
CONTROL JOINT (3/4" DEEP W/
1 /4" PAD) 0 6' O.C.
I inuT nonn►unin
R 0 48' 0. C.
6" 5000 PSI CONC.
#57 STONE OR
NOTES ALL EDGES TO BE EDGED W/ 1 /4" PAD RECYCLED CONCRETE
UNDER AREAS WITH VEHICLE
TRAFFIC. COMPACTED SUBGRADE
UNDER AREAS WITH JUST FOOT
CONCRETE SECTION TRAFFIC
NOT TO SCALE
DUMPSTER PAD
l'-6" X 0.080 STD ALUM
HANDICAPPED PARKING SIGN TO READ
"RESERVED PARKING" WITH
IDENTIFICATION SYMBOL. BOLT TO WD. p
POST W/%"CADMIUM PLATED NUTS. p
RESERVED BOLTS AND WASHERS.
a0 PARKING 9" x 1'-0"x 0.080 STD ALUM. SIGN TO READ
"VAN ACCESSIBLE". BOLT TO WD. POST
WITH WCADMIUM PLATED NUTS, BOLTS
AND WASHERS.
9" X 1'-0" X 0.080 STD ALUM. SIGN TO READ
12 "MAXIMUM PENALTY $250". BOLT TO WD.
POST WITH %"CADDIUM PLATED NUTS,
COLORS BOLTS AND WASHERS.
LEGEND AND BORDER — GREEN
WHITE SYMBOL ON BLUE BACKGROUND TREATED WOOD 4" X 4" POST
BACKGROUND — WHITE
3/8- 1--1 2- R 3/8- 1-1 /2- R
(TYp) ( ) (Typ) (TYP)
MAXMUM
6 PENALTY � VAN
>Z250 ccESSIB
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12" 12" -III I I I
LEGEND AND BORDER — GREEN LEGEND AND BORDER — GREEN 1 III I I-
BACKGROUND — WHITE BACKGROUND — WHITE i I
IIIIIIIII�
TYPICAL HANDICAP SIGN DETAIL.
WHEE
00
EDGE OF PAVEMENT
OR FACE OF CURB
00
STRIPES
9' 8' MIN. 10'
,EA� STAL �PED
PARK �G UAL
PARKING DETAIL
FINISHED
GRADE
(V
NOT TO SCALE
1�
WHEEL STOP DETAIL
NOT 1"0 SCALE
it
9
US FOUNDRY
USF 4155 FRAME AND GRATE SERIES
OR APPROVED SIMILAR
USE SAME GRATE ON BOTH DROP
INLETS
TOP EL. = 27.50
EXIST. 42" RCP EXIST. 42" RCP
INV. EL. 19.64
Ar
CONC. FILL TO
INVERT ELEV. 6" 6"
5' x 5' WAFFLE PRECAST BOX
SECTION
DROP INLET #1
NOT TO SCALE
HARDWARE CLOTH
1/4" OPENNING WIRE FENCE
WHEEL STOP
STEEL POST(4 REQ'D.)
BLUE ON H.C. NCDOT #5 OR #57
STALL SIDE WASHED STONE
WHITE 16 ? FINISH GRADE
�/° . `• �' 00 SUBGRADE
STORM DRAIN
4" CATCH BASIN
211 WHITE i
1�-01,
BLUE ON H.C. MIN
STALL SIDE
VARE AND RQCK
411 411
211 NOTE: USE BLOCK AND GRAVEL INLET PROTECTION IN AREAS WERE SILT
FENCE INLET PROTECTION CAN NOT BE INSTALLED.
MAINTENANCE FOR WIRE AND ROCK INLET PROTECTION IS REQUIRED WHEN
IT IS 1.`21 FULL OR NO LONGER DRAINS.
4"
rl
TOP OF PAV T.
E]D�d
5/8" REBAR (2 REQ'D.)
I N LET SEDIMENTATION CONTROL
NOT TO SCALE
SLOPE SURFACE SHALL BE SMOOTH BEFORE IF THERE IS A BERM AT THE
PLACEMENT FOR PROPER SOIL CONTACT TOP OF SLOPE, ANCHOR
' UPSLOPE OF THE BERM
STAPLING PATTERN AS PER .
MANUFACTURER'S RECOMMENDATIONS ,
MIN. 2"
OVERLAP I—
IANCHOR IN 6"x6" MIN. TRENCH
III AND STAPLE AT 12" INTERVALS
MIN. 6" OVERLAP
I
STAPLE OVERLAPS
1=1 I JEEI I 1=1 (( I I I I i I- MAX. 5' SPACING
IIi III IIi III 11
BRING MATERIAL DOWN TO A LEVEL AREA, TURN
THE END UNDER 4" AND STAPLE AT 12 INTERVALS
DO NOT STRETCH BLANKETS/MATTINGS TIGHT -
ALLOW THE ROLLS TO MOLD TO ANY IRREGULARITIES
FOR SLOPES LESS THAN 3H:1V, ROLLS LIME, FERTILIZE AND SEED BEFORE INSTALLATION.
MAY BE PLACED IN HORIZONTAL STRIPS PLANTING OF SHRUBS, TREES, ETC. SHOULD OCCUR
AFTER INSTALLATION.
JUTE INSTALATION DETAIL
NOT TO SCALE
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SHEET
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JOB NO.
118— 001

i
AM
SHEEET NO. ISHEET
SHEET
TITLE
GENERAL (G)
G 000
COVER
G 003
CONTRACT LAYOUT PLAN
CIVIL (C)
C 101
EROSION AND SEDIMENTATION CONTROL PLAN
C 110
EROSION AND SEDIMENTATION CONTROL NOTES AND DETAILS (SHEET 1 OF 3)
C ill
EROSION AND SEDIMENTATION CONTROL NOTES AND DETAILS (SHEET 2 OF 3)
C 112
EROSION AND SEDIMENTATION CONTROL NOTES' -AND DETAILS (SHEET 3 OF 3)
C 120
EXISTING DRAINAGE BASINS MAP
C 121
PROPOSED DRAINAGE BASINS MAP
C 201
DEMOLITION PLAN
C 320
PAVEMENT PROFILES
C 401
GRADING AND DRAINAGE PLAN
C 410
DRAINAGE PIPE PROFILES
C 410
SITE RESTORATION PLAN
CROSS SECTIONS (CX)
Cx 001
SITE CROSS SECTIONS (SHEET 1 OF 2)
CX 002
SITE CROSS SECTIONS (SHEET 2 OF 2)
1147riEFtIM k7r1014AL
WILMINGTON, NORTH CAROLINA
III DIFit k i1i
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al
NEW HANOVER COUN Y
AIR ORT AUTHORITY
IDS&H, Inc.
1520 South Blvd., Suite 200
Charlotte, NC 28203
704-752-0610 FAX [phone]
www.rsandh.com
NC License Nos. 50073 * F-0496 * C-28
100% PE MIT/ IDDING DOCUMENT
DENR SUBMITTA1111111L
AP IL 1 5 2017
I LOCATION
APR ? 201
R0VED-`
IIARDNA ENVIRONMEENI-of-,
U
BY.
c N"o "ION
M' ET I I-, WOE,!
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CONTRACTOR HAUL ROUTE,
,
BLUE CLAY ROAD �k
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3
�. ..e...�.. - _.._ .- - .� __..__..._e..__.._...-.._..-..-.._.-.._...._...__..T...._.._......_...M..__..-..__.._.._..�..__.._.._.. ...._.._..._..__......-_....._..__..._..__..__..-..�..�..-..._..
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ENTERPRISE SITE
1 i FE
---__-_.-----__._..___.J
i (
ERAL CONTRACT NOTES _ ''� ' ' _
GEN N: 192801.01
i ' z E: 2326965.15
1, UNLESS OTHERWISE DIRECTED IN THE CONTRACT DOCUMENTS ALL COSTS ASSOCIATED WITH THE REQUIREMENTS CONDITIONS, 0i 414�`
ACTIONS, ACTIVITIES, ETC. REFERENCED IN THESE PLANS AND SPECIFICATIONS SHALL BE INCLUDED AS DIRECT OR INCIDENTAL
HERTZ SITE i COSTS IN THE BID PRICE SUBMITTED BY THE CONTRACTOR. - _j
i
2. RIGHT-OF-WAY AND PROPERTY LINES ARE PLOTTED FROM THE BEST INFORMATION AVAILABLE AND ARE NOT WARRANTED TO BE
ACCURATE. CONTRACTOR SHALL CONFIRM ALL LIMITS AND BOUNDARIES WITH THE AIRPORT PRIOR TO INITIATING ANY
CONSTRUCTION.}'
3. PRIOR TO CONSTRUCTION THE CONTRACTOR SHALL CONTACT AND NOTIFY UTILITY OWNERS THROUGH NORTH CAROLINA 811
(TELEPHONE NUMBER: 811) TO IDENTIFY UNDERGROUND UTILITIES AND/OR CABLES WITHIN THE PROJECT LIMITS AND/OR
i
STAGING AREA.
4. THE LOCATION AND SIZE OF ALL EXISTING UTILITIES HAVE BEEN PREPARED FROM THE BEST AVAILABLE INFORMATION. THE
o THRIFTY SITE
CONTRACTOR SHALL VERIFY ALL UTILITIES BY HAND EXCAVATION WHERE NECESSARY IN COORDINATION WITH THE OWNER'S
REPRESENTATIVE AND ALL UTILITY COMPANIES PRIOR TO BEGINNING ANY CONSTRUCTION OPERATIONS. ALL UTILITIES
x
-�a --
ENCOUNTERED DURING THE PRE -CONSTRUCTION OR CONSTRUCTION SHALL BE RECORDED AND SHOWN ON THE APPROPRIATE
N: 72691.37_.__.-__. _ -T_ -
E: 232725756
AS -BUILT PLANS WHICH INCLUDES TYPE OF UTILITY, SIZE, DIRECTION, LOCATION, ELEVATIONS, ETC. x
5. PRIOR TO PERFORMING ANY EXCAVATION IN THE VICINITY OF ANY UTILITY THE CONTRACTOR SHALL IDENTIFY AND VERIFY IN
COORDINATION WITH THE UTILITY OWNER THE APPROPRIATE VALVES, SWITCHES, ETC THAT WILL NEED TO BE OPERATED TO
Q
r
AT EACH VALVE WITCH ETC. READY
ISOLATE THE POTENTIAL IMPACTED UTILITY. TRAINED -PERSONNEL SHALL BE POSITIONED SWITCH, - x �}�
THE AREA IN THE EVENT THE UTILITY IS IMPACTED BY THE CONSTRUCTION.0 ry \
TO ISOLATE E
CAUSED BY THE CONTRACTOR REGARDLESS OF WHETHER THEY WERE LOCATED OR NOT BY THE�-
- 41 1
6. ANY DAMAGE TO UTILITIES ( 5 .: STA-=8+3
THE RESPONSIBILITY OF THE CONTRACTOR TO REPAIR AND/OR COORDINATE THE REPAIR WITH THE , I� ,
85
UTILITY OWNER) SHALL BE / _
}r. �}•.�y�t 9.42
AFFECTED UTILITY COMPANY WITHIN AN EXPEDITED TIMEFRAME AND TO THE SATISFACTION OF THE OWNERS REPRESENTATIVE. x
REFER TO THE CONTRACT DOCUMENTS FOR ANY ADDITIONAL UTILITY NOTES AND REQUIREMENTS. x
LX X Xtun
X X�
v
7. STAGING AREAS DO NOT HAVE UTILITIES. ANY INSTALLATION AND REMOVAL OF UTILITIES REQUIRED BY THE CONTRACTOR SHALL
BE COORDINATED WITH THE UTILITY COMPANIES AND SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR.
250'
8. EXISTING DRAINAGE STRUCTURES OR SYSTEMS TI-IAT ARE REQUIRED TO BE MODIFIED AS PART OF THIS PROJECT SHALL BE CONSTRUCTION ` CONTRACT(
FIELD VERIFIED BY THE CONTRACTOR TO DETERMINELOCATION AND INVERT ELEVATIONS. ALL STRUCTURE TIE-INS SHALL TRAILER (PROVIDED I LAYDOWN
BE EVALUATED BY THE CONTRACTOR TO DETERMINE THE APPROPRIATE CONSTRUCTION MEANS AND METHODS NECESSARY TO BY CONTRACTOR)
PREVENT IMPACTING STABILIZED SOILS UNDERNEATH THE EXISTING STRUCTURES THAT ARE TO REMAIN.
9. THE CONTRACTOR SHALL COMPLY WITH ALL LOCAL, STATE, AND FEDERAL LAWS AND REGULATIONS THAT ARE PERTINENT TO 23 SHOP DRAWINGS FOR ALL STRUCTURES AND MATERIALS TO BE USED ON THE PROJECT SHALL BE REVIEWED AND APPROVED
THIS PROJECT. UNLESS OTHERWISE DIRECTED , THE CONTRACTOR SHALL HAVE THE RESPONSIBILITY TO OBTAIN AND PAY ALL BY THE CONTRACTOR AND SUBMITTED TO THE OWNER'S REPRESENTATIVE IN ACCORDANCE WITH THE CONTRACT DOCUMENTS
COSTS ASSOCIATED WITH PERMITS AND/OR LICENSES REQUIRED TO ACCOMPLISH THIS WORK. ALL APPLICABLE PERMITS MUST PRIOR TO CONSTRUCTION OR INSTALLATION. ALL MATERIALS SHALL BE RELEASED FOR CONSTRUCTION OR INSTALLATION BY
BE OBTAINED BY THE CONTRACTOR PRIOR TO COMMENCEMENT OF CONSTRUCTION.
THE OWNER'S REPRESENTATIVE.
10. THE OWNER'S REPRESENTATIVE SHALL BE NOTIFIED IN WRITING OF ANY EXISTING CONDITIONS THAT VARY FROM THOSE SHOWN
ON THE DRAWINGS. THE CONTRACTOR'S WORK SHALL NOT VARY FROM THE DRAWINGS WITHOUT WRITTEN APPROVAL OF THE 24, THE CONTRACTOR SHALL SCHEDULE INSPECTIONS, .SAMPLING, TESTS, ETC. ASSOCIATED WITH THE QC/QA TEST PROGRAM IN
ACCORDANCE WITH THE TECHNICAL SPECIFICATIONS.
OWNER'S REPRESENTATIVE.
MMUNICATIONS BETWEEN THE CONTRACTOR AND THE AIRPORT ARE AS STIPULATED IN THE CONTRACT. 25• ALL EXISTING FACILITIES SHALL BE PROTECTED UNLESS SPECIFIED OTHERWISE. EXISTING ITEMS DISTURBED BY THE
11. ALL COCONTRACTOR'S ACTIONS OR ACTIVITIES AS WELL AS BY OTHERS, IF IMPROPERLY PROTECTED, MARKED, ETC. SHALL BE
12. PRIOR TO ANY CONSTRUCTION, A PRE -CONSTRUCTION MEETING WITH THE OWNER'S REPRESENTATIVE AND ANY EFFECTED RESTORED TO THE SATISFACTION OF THE OWNER'S REPRESENTATIVE TO ORIGINAL CONDITION WITHIN THE TIME FRAME
AGENCY OR STAKEHOLDER IS REQUIRED. DETERMINED BY THE OWNER'S REPRESENTATIVE AT THE CONTRACTOR'S EXPENSE WITH NO ADDITIONAL COMPENSATION. ALL
CONSEQUENTIAL RESTORATIONS AND CORRECTIONS ASSOCIATED WITH THIS ITEM SHALL ALSO BE THE RESPONSIBILITY OF THE
13. THE CONTRACTOR WILL BE PROVIDED ACCESS TO THE SITE BY THE OWNER'S REPRESENTATIVE WITH WHOM THE CONTRACTOR CONTRACTOR.
SHALL FULLY COOPERATE. THE CONTRACTOR SHALL COMPLY WITH ALL SECURITY REQUIREMENTS ESTABLISHED BY THE 26 WITHIN AND ADJACENT TO THE PROJECT LIMITS, THE CONTRACTOR IS RESPONSIBLE FOR KEEPING DRAINAGE INLETS CLEAN OF
AIRPORT. DEBRIS DURING CONSTRUCTION AND UNTIL COMPLETION AND FINAL ACCEPTANCE.
14. ACCESS FOR LOCAL RESCUE AND FIRE FIGHTING EQUIPMENT AND PERSONNEL SHALL BE MAINTAINED AT ALL TIMES. 27. ANY TRENCH EXCAVATION AND ANY REQUIRED SHEETING AND SHORING SHALL BE PERFORMED IN ACCORDANCE WITH ALL
EMERGENCY OPERATIONS SHALL HAVE RIGHT-OF-WAY OVER ALL CONTRACTOR'S OPERATIONS AT ALL TIMES. LOCAL, STATE, AND FEDERAL REGULATIONS FOR CONSTRUCTION AS WELL AS FULLY COORDINATED WITH THE OWNER'S
15. THE CONTRACTOR SHALL MAINTAIN SAFE VEHICULAR MOBILITY AND MAINTAIN ACCOMMODATIONS FOR ACTIVE AIRPORT TRAFFIC. REPRESENTATIVE.
NO ROADWAY LANES WILL BE BLOCKED OR UNDULY RESTRICTED UNLESS SHOWN ON THE PLANS. 28. IF SHEETING, SHORING. OR DEWATERING INCLUDING WELL POINTS ARE NECESSARY AND UTILIZED, THE CONTRACTOR MUST
ONTRACTOR SHALL MAINTAIN ADEQUATE SIGHT DISTANCE AND KEEP ALL TRAFFIC LANES OPERATIONAL AS SHOWN ON THE
16. THE C MONITOR AND CONTROL ALL WORK THAT MAY CAUSE DAMAGE TO ANY ADJACENT PROPERTY AND THE CONTRACTOR WILL BERESPONSIBLE FOR ANY DAMAGE CAUSED BY SUCH WORK. THE CONTRACTOR IS ADVISED THAT THE PROPOSED CONSTRUCTION
PLANS. SITE LIES WITHIN ONE MILE OF AN EPA SUPERFUND SITE THAT HAS BEEN DELETED FROM THE NATIONAL PRIORITY LIST (NEW
VEHICLES AND TRAFFIC SHALL REMAIN WITHIN THE DESIGNATED CONSTRUCTION LIMITS OR HAUL ROUTES. HANOVER COUNTY AIRPORT BURN PIT), BUT THAT DEWATERING MAY STILL REQUIRE A GENERAL OR INDIVIDUAL WATER USE
17. ALL CONTRACTOR PERMIT REGARDLESS OF THE EPA STATUS. IT IS THE CONTRACTOR'S RESPONSIBILITY TO ACQUIRE ALL NECESSARY PERMITS.
18. ALL EMPLOYEE AND VISITOR PARKING SHALL BE IN THE CONTRACTOR'S STAGING AREA OR AS APPROVED BY OWNER'S INFORMATION ON THE STATUS OF THE EPA SUPERFUND SITE, LANDFILLS, AND OTHER AREAS OF CONTAMINATION NEAR THE
REPRESENTATIVE. PROJECT LIMITS ARE ACCESSIBLE FROM THE FOLLOWING SOURCES:
19. THE OWNER'S REPRESENTATIVE MAY PERFORM WORK WITH ITS' OWN FORCES OR THOSE OF ANOTHER CONTRACTOR. IN THE -ENVIRONMENTAL PROTECTION AGENCY -NORTH CAROLINA DEPARTMENT OF ENVIRONMENTAL
EVENT THAT CONFLICTS IN SCHEDULING OR ACCESS OCCUR BETWEEN CONTRACTORS OR BETWEEN THE OWNER'S SAM NUNN ATLANTA FEDERAL CENTER QUALITY
REPRESENTATIVE AND CONTRACTOR, THE OWNER'S REPRESENTATIVE SHALL BE THE SOLE JUDGE IN RESOLVING THE CONFLICT 61 FORSYTH STREET, SW 127 CARDINAL DRIVE EXT.
H OWNER'S REPRESENTATIVES DECISION SHALL BE FINAL.. ATLANTA, GA 30303 6960 WILMINGTON, NC 28405-5406
AND THE 0 ''1 800 241-1754 910-796-7215
0 PR
20. STOCKPILED MATERIAL SHALL BE CONSTRAINED IN A MANNER T ENT MOVEMENT RESULTING FROM WIND CONDITIONS IN 404-562-8174 (FAX) 910-350-2004 (FAX)
PREVENT
EXCESS OF FIFTEEN MILES PER HOUR. IN ADDITION, STOCKPILED MATERIAL SHALL HAVE SILT FENCE LOCATED AROUND THE 2g THE CONTRACTOR SHALL BE RESPONSIBLE FOR LEGAL OFFSITE DISPOSAL OF UNSUITABLE SOIL MATERIAL, ALL UTILITY/DRAINAGE
MATERIAL TO PREVENT DEBRIS FROM MOVING ONTO ADJACENT PAVEMENTS OR POLLUTING WATERCOURSES. THE CONTRACTOR STRUCTURES AND PIPES, CABLES, DUCTS, CONDUITS, CONCRETE RUBBLE, DEBRIS AND OTHER ABOVE OR BELOW GROUND
SHALL PAY PARTICULAR ATTENTION TO THE DUST AND DEBRIS CONTROL REQUIREMENTS OF THE CONTRACT. THE CONTRACTOR STRUCTURES AND APPURTENANCES REMOVED WITHIN THE LIMITS OF CONSTRUCTION UNLESS OTHERWISE DEEMED SALVAGEABLE
SHALL BE RESPONSIBLE FOR DUST CONTROL WITHIN THE CONSTRUCTION LIMITS AS WELL AS ALONG ANY ROADWAYS USED BY FOR DELIVERY TO THE AIRPORT AS DETERMINED BY THE OWNER'S REPRESENTATIVE. NO MATERIAL SHALL BE WASTED ONSITE
CONSTRUCTION EQUIPMENT AND VEHICLES.
UNLESS APPROVED BY THE OWNER'S REPRESENTATIVE.
21. NO OPEN TOP DUMPSTERS ARE ALLOWED IN THE PROJECT AREA OR IN STAGING AREAS 30. DEBRIS, WASTE AND LOOSE MATERIAL SHALL NOT BE ALLOWED ON ROADWAYS AND ACTIVE PAVEMENTS. IF OBSERVED TO BE
TING BENCHMARKS AND OTHER LAND MARKERS OR MONUMENTS LOCATED WITHIN THE LIMITS OF CONSTRUCTION ARE TO ON ROADWAYS AND ACTIVE PAVEMENTS, THE MATERIAL SHALL BE REMOVED IMMEDIATELY BY THE CONTRACTOR. THE OWNER'S
22. EXISTING REPRESENTATIVE MAY DIRECT THAT DEBRIS PROBLEMS DURING CONSTRUCTION NOT CORRECTED BY THE CONTRACTOR BE
BE MAINTAINED BY THE CONTRACTOR AND/OR RESET AFTER CONSTRUCTION BY A REGISTERED LAND SURVEYOR. CORRECTED BY OTHERS AT THE EXPENSE OF CONTRACTOR. THE CONTRACTOR SHALL BE RESPONSIBLE TO KEEP THE
PAVEMENTS ADJACENT TO THE WORK AREA CLEAR OF ANY DEBRIS AT ALL TIMES.
LEGEND.
CONSTRUCTION TRAILER
CONTRACTOR LAYDOWN AREA
CONTRACTOR HAUL ROUTE
�-- N: 193206.76
`. E: 2327552.79
SIGNAGE.
v TRUCKS
AIRPORT
\ ENTERING
CONSTRUCTION
HIGHWAY
ENTRANCE
� 1
EA
v (60" X 60")
(60" X 60")
�. SIQN TYPE 1
SIGN.TYPE 2
31. THE CONTRACTOR SHALL MAINTAIN A LIST OF HAZARDOUS MATERIALS OR CHEMICALS TO BE USED OR STORED ON THE JOB
SITE. THE CONTRACTOR SHALL PROVIDE EVIDENCE OF MATERIAL SAFETY TRAINING,
32. THE CONTRACTOR SHALL PREPARE SAFETY PLANS SPECIFIC TO DAYTIME AND NIGHTTIME CONSTRUCTION OPERATIONS, AS WELL
AS A CONTINGENCY PLAN TO ADDRESS CASES OF ABNORMAL FAILURES OR UNEXPECTED DISASTERS.
THE CONTRACTOR SHALL
ALSO PREPARE A DESTRUCTIVE WEATHER PLAN TO SET FORTH GENERAL GUIDANCE AND INFORMATION
FOR THE CONTRACTOR
TO COORDINATE PREPAREDNESS PLANS WHEN DESTRUCTIVE WEATHER THREATENS THE AIRPORT. THE
DESTRUCTIVE WEATHER
PLAN FORM IS PROVIDED IN THE SPECIFICATIONS.
33. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING CONSTANT COORDINATION BETWEEN THE
SUBCONTRACTORS IN
ADDITION TO COORDINATION WITH THE OWNER'S REPRESENTATIVE. ALL CONSTRUCTION ACTIVITIES PLANNED BY THE
CONTRACTOR SHALL BE REVIEWED AND APPROVED BY THE OWNER'S REPRESENTATIVE.
34. ALL BORROW, STOCKPILE STORAGE, AND HAUL ROUTE AREAS, SHALL BE RESTORED BY THE CONTRACTOR BY TOPSOILING AND
SEEDING PER THE SPECIFICATIONS. THIS WORK WILL BE CONSIDERED INCIDENTAL TO THE PROJECT.
35. CONTRACTOR IS RESPONSIBLE FOR SUBMITTING BUILDING PERMIT AND COST.
36. AUTOCAD FILES WILL BE PROVIDED TO SUCCESSFUL BIDDER FOR REFERENCE ONLY.
HAUL ROUTE NOTES
1. LOCATION OF HAUL ROUTES ON THE AIRPORT SITE SHALL BE AS SPECIFIED ON THE PLANS OR AS APPROVED BY THE OWNER'S
REPRESENTATIVE. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO COORDINATE OFF -SITE HAUL ROUTES (STATE HIGHWAYS,
COUNTY ROADS OR CITY STREETS) WITH THE APPROPRIATE OWNER WHO HAS JURISDICTION OVER THE AFFECTED ROUTE.
ON -SITE HAUL ROUTES SHALL BE MAINTAINED BY THE CONTRACTOR AND SHALL BE RESTORED TO THEIR ORIGINALLY
CONSTRUCTED CONDITION UPON COMPLETION OF THE PROJECT.
2. THE CONTRACTOR SHALL PROVIDE AND INSTALL ANY DRAINAGE PIPE NECESSARY TO ENSURE THAT ANY HAUL ROUTE/SITE
ACCESS CONSTRUCTION SHALL NOT CREATE ANY PONDING WATER OR RESTRICT THE EXISTING DRAINAGE FLOW PATTERN. AT END
OF PROJECT CONTRACTOR SHALL RESTORE ALL GRADES, PER DESIGN PLANS, AND REMOVE ALL TEMPORARY DRAINAGE PIPES
AND FACILITIES AT NO ADDITIONAL COST TO OWNER.
3. CONTRACTOR SHALL ACCESS THE SITE VIA BLUE CLAY ROAD AND HALL DRIVE. CONSTRUCTION TRAFFIC ON THE TERMINAL ROAD
OR IN FRONT Of THE TERMINAL DROP-OFF/PICK-UP AREA IS PROHIBITED. NORTH
RS&H, Inc.
1520 South Blvd., Suite 200
Charlotte, NC 28203
704-752-0610 FAX [phone]
www.mandh.com
North Carolina License Nos. 50073 * F-W3 * C 28
WILMINGTON
INTERNATIONAL.
AIRPORT
WILMINGTON, NORTH CAROLINA
"IS
CONSOLIDATED
RENTAL CAR
FACILITY
ENGINEER'S SEAL
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So 037831 R
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REVISIONS
DATE ISSUED: APRIL 14, 2017
REVIEWED BY: MRS
DRAWN BY: AMS
DESIGNED BY: AMS
AEP PROJECT NUMBER
203-2575-001
0 2017 RS&H INC.
SHEET TITLE
CONTRACT
LAYOUT
PLAN
SHEET NUMBER
G003
100%
PERMIT/BIDDING

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VARNING -- THIS RECORD CONTAINS SENSITIVE SECURITY INFORMATION THAT IS CONTROLLED IN 49 CFR PART 1520. NO PART OF THIS RECORD MR
lE DISCLOSED TO PERSONS WITHOUT A "NEED TO KNOW", AS DIRECTED IN 49 CFR PART 1520, EXCEPT WITH THE WRITTEN PERMISSION OF THI
kDMINiSTRATOR, THE TRANSPORTATION SECURITY ADMINISTRATION, OR THE SECRETARY OF TRANSPORTATION. UNAUTHORIZED RELEASE MAY RESULT It
,IVIL PENALTY OR OTHER ACTION. FOR U.S. GOVERNMENT AGENCIES, PUBLIC DISCLOSURE IS GOVERNED BY 5 U.S.C. 552 AND 40 CFR PART 1520.
YARNING — THERE ARE EXISTING UNDERGROUND UTILITIES IN THE PROJECT WORK AREAS. THE ENGINEER HA!
AADE EVERY EFFORT TO SHOW THEIR APPROXIMATE LOCATIONS. IT SHALL BE THE RESPONSIBILITY OF THI
;ONTRACTOR TO HAVE EVERY CABLE LOCATED, FLAGGED, AND IDENTIFIED PRIOR TO CONSTRUCTION. ANY DAMAGE
)ONE TO FLAGGED OR OTHERWISE LOCATED CABLES SHALL BE REPLACED AT THE CONTRACTOR'S EXPENSE.
NORTH
0 15 30 60
FEET
1
Y:
r
RS&H, Inc.
1520 South Blvd., Suite 200
Charlotte, NC 28203
704-752-0610 FAX [phone]
www.rsandh.com
North Carolina License Nos. 50073 * F40 * C 28
WILMINGTON
INTERNATIONAL
AIRPORT
WILMINGTON, NORTH CAROLINA
"IS
CONSOLIDATED
RENTAL CAR
FACILITY
------ --------
ENGINEER'S SEAL
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037831 ;c
REVISIONS
DATE ISSUED: APRiL 14, 2017
REVIEWED BY: MRB
DRAWN BY: AMS
DESIGNED BY: AMS
AEP PROJECT NUMBER
203-2575-001
© 2017 RS&H INC.
SHEET TITLE
EXISTING
DRAINAGE
BASIN PLAN
SHEET NUMBER
C120
100%
PERMIT/BIDDING

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YARNING -- THIS RECORD CONTAINS SENSITIVE SECURITY INFORMATION THAT IS CONTROLLED IN 49 CFR PART 1520. NO PART OF THIS RECORD MA`
3E DISCLOSED TO PERSONS WITHOUT A "NEED TO KNOW", AS DIRECTED IN 49 CFR PART 1520, EXCEPT WITH THE WRITTEN PERMISSION OF THI
MDMINISTRATOR, THE TRANSPORTATION SECURITY ADMINISTRATION, OIL THE SECRETARY OF TRANSPORTATION. UNAUTHORIZED RELEASE MAY RESULT It
;IVIL PENALTY OR OTHER ACTION. FOR U.S. GOVERNMENT AGENCIES, PUBLIC DISCLOSURE IS GOVERNED BY 5 U.S.C. 552 AND 40 CFR PART 1520.
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WARNING — THERE ARE EXISTING UNDERGROUND UTILITIES IN THE PROJECT WORK AREAS. THE ENGINEER HAS
MADE EVERY EFFORT TO SHOW THEIR APPROXIMATE LOCATIONS. IT SHALL BE THE RESPONSIBILITY OF THE
CONTRACTOR TO HAVE EVERY CABLE LOCATED, FLAGGED, AND IDENTIFIED PRIOR TO CONSTRUCTION. ANY DAMAGE
DONE TO FLAGGED OR OTHERWISE LOCATED CABLES SHALL BE REPLACED AT THE CONTRACTOR'S EXPENSE.
RS&H, Inc.
1520 South Blvd., Suite 200
Charlotte, NC 28203
704-752-0610 FAX [phone]
www.fsandh.com
North Carolina License Nos. 50073 * F-0493 * C 28
WILMINGTON
INTERNATIONAL
AIRPORT
WILMINGTON, NORTH CAROLINA
"IS
CONSOLIDATED
RENTAL CAR
FACILITY
ENGINEER'S SEAL
SEAL %L
037831 P
loci
REVISIONS
DATE ISSUED: APRIL 14, 2017
REVIEWED BY: MRB
DRAWN BY: AMS
DESIGNED BY: AMS
AEP PROJECT NUMBER
203-2575-001
© 2017 RS&H INC.
SHEET TITLE
PROPOSED
DRAINAGE
BASIN PLAN
SHEET NUMBER
C121
100%
PERMIT/BIDDING

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REVISIONS
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Drawing: c:\pw_work\rsh_pw\pw_user\d0151304\RACC320.dwg Plotted on: 4/12/2017 4:Mbti6d by: Sheridan, Amanda

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DRAINAGE STRUCTURE TABLE
STRUCTURE NAME
STRUCTURE TYPE
RIM ELEVATION
INVERT ELEVATIONS
NORTH I NG/EASTI NG
STATION/OFFSET
AVIS PARKING LOT
S-1
STRAIGHT HEADWALL
----
E INV IN (24) = 22.50'
N: 192664.48
E: 2327320.05
STATION: 3+66.34
OFFSET: 34.91' R
S-2
DRAINAGE INLET
27.88'
N INV IN (2-36) = 21.70'
E INV OUT (48) = 21.60'
N: 192655.59
E: 2327176.39
AVIS PARKING LOT
STATION: 2+54.00
OFFSET: 35.35' R
W INV IN (24) 21.80'
AVIS PARKING LOT
S-3
DRAINAGE INLET
26.00'
E INV IN (2-24) = 21.80'
N: 192720.19
E: 2327208.82
STATION: 2+54.05
S INV OUT (2-36) 21.80
OFFSET:-36.93' L
WARNING — THIS RECORD CONTAINS SENSITIVE SECURITY INFORMATION THAT IS CONTROLLED IN 49 CFR PART 1520. NO PART OF THIS RECORD MAY
BE DISCLOSED TO PERSONS WITHOUT A "NEED TO KNOW", AS DIRECTED D IN 49 CFR PART 1520, EXCEPT WITH THE WRITTEN PERMISSION OF THE
ADMINISTRATOR, THE TRANSPORTATION SECURITY ADMINISTRATION, OR THE SECRETARY OF TRANSPORTATION. UNAUTHORIZED RELEASE MAY RESULT IN
CIVIL PENALTY OR OTHER ACTION. FOR U.S. GOVERNMENT AGENCIES, PUBLIC DISCLOSURE 1S GOVERNED BY 5 U.S.C. 552 AND 40 CFR PART 1520.
LEGEND
IF.
`- DITC H
NOTES
1.
SEE SHEET G004 FOR HORIZONTAL AND VERTICAL CONTROL PLAN.
PROPOSED ASPHALT 2.
SEE SHEETS C310-C312 FOR PAVEMENT SECTIONS.
3.
SEE SHEET C412 FOR TRENCH DRAIN DETAILS.
4.
GRADE LOCATIONS FOR RIP RAP AS SHOWN IN THE PLANS. USE FILTRATION GEOTEXTILES UNDER
RIP RAP WHEN SHORN IN THE PLANS AND AS DIRECTED. DO NOT LEAVE GEOTEXTILES EXPOSED
PROPOSED CONCRETE
FOR MORE THAN 7 DAYS BEFORE COVERING WITH RIP RAP. PLACE FILTRATION GEOTEXTILES ON
SURFACES FREE OF OBSTRUCTIONS, DEBRIS AND SOFT POCKETS.
5.
OVERLAP ADJACENT GEOTEXTILES AT LEAST 18" IN DOWNHILL AND DOWNSTREAM DIRECTION TO
PROPOSED FENCE
PREVENT FLOW FROM LIFTING THE EDGE OF THE TOP GEOTEXTILE. PLACE FILTRATION GEOTEXTILES
IN SLIGHT TENSION FREE OF KINKS, FOLDS, WRINKLES OR CREASES. USE WIRE STAPLES OR
ANCHOR PINS AS NEEDED TO HOLD GEOTEXTILES IN PLACE UNTIL COVERED. DO NOT DISPLACE
PROPOSED ENTRANCE TEETH
OR DAMAGE FILTRATION GEOTEXTILES WHILE PLACING RIP RAP. REPLACE ANY DAMAGED
GEOTEXTILES TO THE SATISFACTION OF THE ENGINEER.
6.
PLACE RIP RAP SUCH THAT THE SMALLER STONES ARE UNIFORMLY DISTRIBUTED THROUGHOUT RIP
RAP. INSTALL RIP RAP WITH MECHANICAL METHODS AND IF NECESSARY, BY HAND TO FORM A
WELL -GRADED, DENSE AND NEAT LAYER OF RIP RAP.
7.
CONTRACTOR SHALL COORDINATE WITH NORTH CAROLINA PROFESSIONAL ENGINEER, IN CURRENT
STANDING, TO DESIGN, SIGN AND SEAL, AND SUBMIT FOR APPROVAL, DRAINAGE INLET S-3 WITH A
DUAL GRATE TOP AND TRANSVERSE SLOT FOR APPROVAL PRIOR TO FABRICATION AND
CONSTRUCTION. THIS INLET SHALL BE MADE OF CONCRETE AND HE-20 VEHICLE RATED.
WARNING — THERE ARE EXISTING UNDERGROUND UTILITIES IN THE PROJECT WORK AREAS. THE ENGINEER HAS
MADE EVERY EFFORT TO SHOW THEIR APPROXIMATE LOCATIONS. IT SHALL BE THE RESPONSIBILITY OF THE
CONTRACTOR TO HAVE EVERY CABLE LOCATED, FLAGGED, AND IDENTIFIED PRIOR TO CONSTRUCTION, ANY DAMAGE
DONE TO FLAGGED OR OTHERWISE LOCATED CABLES SHALL BE REPLACED AT THE CONTRACTOR'S EXPENSE.
� � r
RS&H, Inc.
1520 South Blvd., Suite 200
Charlotte, NC 28203
704-752-0610 FAX [phone]
www.rsandh.com
North Carolina License Nos. 50073 * F-0493 * G 28
WILMINGTON
INTERNATIONAL
AIRPORT
WILMINGTON, NORTH CAROLINA
AVIS
CONSOLIDATED
RENTAL CAR
FACILITY
ENGINEER'S SEAL
CA Rol
�_S S �� •�� -9
r
S EAL ?t
03783-1 ;c
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CONSULTANTS
REVISIONS
DATE ISSUED: APRIL 141,2017
REVIEWED BY: MRB
DRAWN BY: AMS
DESIGNED BY: AMS
AEP PROJECT NUMBER
203-2575-001
O 2017 RS&N INC.
SHEET TITLE
NORTH GRADING &
DRAINAGE
0 15 30 GO SHEET NUMBER
C401
100%
PERMIT/BIDDING
Drawing: c:\pw_work\rsh_pw\pw_user\d0151304\RACC401.dwg Plotted on: 4/12/2017 4:RVbtRkl by: Sheridan, Amanda

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STA.=5+40 30 OFFSET`=99.63' R STA.=6+77.06 STASE.70
OFFSET=101.42' R OFFSET=105.22' R OFFSET=101.95 R
STA.=5+82.52
OFFSET=109.91' R
WARNING — THIS RECORD CONTAINS SENSITIVE SECURITY INFORMATION THAT IS CONTROLLED IN 49 CFR PART 1520. NO PART OF THIS RECORD MAY
BE DISCLOSED TO PERSONS WITHOUT A "NEED TO KNOW", AS DIRECTED IN 49 CFR PART 1520, EXCEPT WITH THE WRITTEN PERMISSION OF THE
ADMINISTRATOR, THE TRANSPORTATION SECURITY ADMINISTRATION, OR THE SECRETARY OF TRANSPORTATION. UNAUTHORIZED RELEASE MAY RESULT IN
CIVIL PENALTY OR OTHER ACTION. FOR U.S. GOVERNMENT AGENCIES, PUBLIC DISCLOSURE IS GOVERNED BY 5 U.S.C. 552 AND 40 CFR PART 1520.
LEGEND NOTES.
1. NO ADDITIONAL COMPENSATION WILL BE PROVIDED FOR SEED, SOD, OR
TOPSOIL OUTSIDE OF LIMITS SHOWN.
w w v K
w w w PROPOSED SOD
y 2. THE CONTRACTOR SHALL RESTORE ALL TURF AREAS DISTURBED BY
CONSTRUCTION OPERATIONS TO PRE —CONSTRUCTION CONDITIONS. PROPOSED
.�- SEEDING SHALL BE PAID FOR ONLY AT AREAS SHOWN IN THE PLANS. ALL
—�_ OTHER AREAS DISTURBED DUE TO CONSTRUCTION OPERATIONS, INCLUDING
PROPOSED SEED
_ ALL STAGING AREAS, SHALL HAVE TURF RESTORED AT THE END OF THE
e PROJECT. THIS TURF RESTORATION SHALL NOT BE PAID FOR SEPARATELY
BUT IS INCLUDED IN THE OVERALL PRICE OF THE CONTRACT.
LIMITS OF GRADING
WARNING — THERE ARE EXISTING UNDERGROUND UTILITIES IN THE PROJECT WORK AREAS. THE ENGINEER HAS
MADE EVERY EFFORT TO SHOW THEIR APPROXIMATE LOCATIONS. IT SHALL BE THE RESPONSIBILITY OF THE
CONTRACTOR TO HAVE EVERY CABLE LOCATED, FLAGGED, AND IDENTIFIED PRIOR TO CONSTRUCTION. ANY DAMAGE
DONE TO FLAGGED OR OTHERWISE LOCATED CABLES SHALL BE REPLACED AT THE CONTRACTOR'S EXPENSE.
NORTH
15 30 60
R�
WILMINGTON
INTERNATIONAL
AIRPORT
WILMINGTON, NORTH CAROLINA
"IS
CONSOLIDATED
RENTAL CAR
FACILITY
ENGINEER'S SEAL
4
•
ASS /0'••�'9,•�'i,�
•`�` SEAL
037831
tAlifillast
11-1 'Un
REVISIONS
DATE ISSUED: APRIL 14, 2017
REVIEWED BY: MR5
DRAWN BY: AMS
DESIGNED BY: AMS
AEP PROJECT NUMBER
203-2575-001
© 2017 RS&H INC.
SHEET TITLE
SITE
RESTORATION
PLAN
SHEET NUMBER
C901
-~ 100%
Y. PERMIT/BIDDING
Drawing: C:\pw_work\rsh_pw\pw_user\d0151304\RACC901.dwg Plotted on: 4/12/2017 4:121M M by: Sheridan, Amanda

WILMINGTON INTERNATIONAL AIRPORT
WILMINGTON, NORTH CAROLINA
AVIS CONSOLIDATED RENTAL CAR FACILITY
APPROVED
NORTH CAROLINA ENVIRONMENTAL
MANAGEMENT COMMISSION
ZZ -,¢UG - 2011-
SHEET NO. ISHEET TITLE
GENERAL (G)
G 000
1COVER
G 003
1 CONTRACT LAYOUT PLAN
CIVIL (C)
C 101
EROSION AND SEDIMENTATION CONTROL PLAN
C 110
EROSION AND SEDIMENTATION CONTROL NOTES AND DETAILS (SHEET 1 OF 3)
C III
EROSION AND SEDIMENTATION CONTROL NOTES AND DETAILS (SHEET 2 OF 3)
C 112
EROSION AND SEDIMENTATION CONTROL NOTES AND DETAILS (SHEET 3 OF 3)
C 120
ENSTING DRAINAGE BASINS MAP
C 121
PROPOSED DRAINAGE BASINS MAP
C 201
DEMOLITION PLAN
C 320
PAVEMENT PROFILES
C 401
GRADING AND DRAINAGE PLAN
C 410
DRAINAGE PIPE PROFILES
C 410
SITE RESTORATION PLAN
CROSS SECTIONS (CX)
CX 001 1
SITE CROSS SECTIONS (SHEET 1 OF 2)
CX 002 ISITE
CROSS SECTIONS (SHEET 2 OF 2)
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RS&H PROJECT NUMBER: 203-2575-001
LM
NEW HANOVER COUNTY
AIRPORT AUTHORITY
RS&H
RS&H, Inc. no
1820 South Blvd., Suite 200
Charlotte, NC 28205 50D73
704-752-0610 FAX [phone]
www.ruendh.com d ^'
NC License Nos. 50073 F-0496 • C-28 9Yq��t�'
100% PERMIT/BIDDING DOCUMENTS
DENR SUBMITTAL
APRIL 14, 2017
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84 LUMBER
GENERAL CONTRACT NOTES
1. UNLESS OTHERWISE DIRECTED IN THE CONTRACT DOCUMENTS, ALL COSTS ASSOCIATED WITH THE REQUIREMENTS, CONDITIONS,
ACTIONS, ACTIVITIES ETC. REFERENCED IN THESE PLANS AND SPECIFICATIONS SHALL BE INCLUDED AS DIRECT OR INCIDENTAL
COSTS IN THE BID PRICE SUBMITTED BY THE CONTRACTOR.
2. RIGHT-OF-WAY AND PROPERTY LINES ARE PLOTTED FROM THE BEST INFORMATION AVAILABLE AND ARE NOT WARRANTED TO EIF - _
ACCURATE. CONTRACTOR SHALL CONFIRM ALL LIMITS AND BOUNDARIES WITH THE AIRPORT PRIOR TO INITIATING ANY
CONSTRUCTION.
3. PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL CONTACT AND NOTIFY UTILITY OWNERS THROUGH NORTH CAROLINA 811
(TELEPHONE NUMBER: 811) TO IDENTIFY UNDERGROUND UTILITIES AND/OR CABLES WITHIN THE PROJECT UMITS AND/OR
STAGING AREA.
4. THE LOCATION AND SIZE OF ALL EXISTING UTILITIES HAVE BEEN PREPARED FROM THE BEST AVAILABLE INFORMATION. THE
CONTRACTOR SHALL VERIFY ALL UTILITIES BY HAND EXCAVATION WHERE NECESSARY IN COORDINATION WITH THE OWNER'S
REPRESENTATIVE AND ALL UTILITY COMPANIES PRIOR TO BEGINNING ANY CONSTRUCTION OPERATIONS. ALL UTILITIES
ENCOUNTERED DURING THE PRE -CONSTRUCTION OR CONSTRUCTION SHALL BE RECORDED AND SHOWN ON THE APPROPRIATE
AS -BUILT PLANS WHICH INCLUDES TYPE OF UTILITY, SIZE, DIRECTION, LOCATION, ELEVATIONS, ETC.
5. PRIOR TO PERFORMING ANY EXCAVATION IN THE VICINITY OF ANY UTILITY THE CONTRACTOR SHALL IDENTIFY AND VERIFY IN
COORDINATION WITH THE UTILITY OWNER THE APPROPRIATE VALVES, SWITCHES, ETC THAT WILL NEED TO BE OPERATED TO
ISOLATE THE POTENTIAL IMPACTED UTILITY. TRAINED PERSONNEL SHALL BE POSITIONED AT EACH VALVE, SWITCH, ETC. READY
TO ISOLATE THE AREA IN THE EVENT THE UTILITY IS IMPACTED BY THE CONSTRUCTION.
6. ANY DAMAGE TO UTILITIES CAUSED BY THE CONTRACTOR (REGARDLESS OF WHETHER THEY WERE LOCATED OR NOT BY THE
UTILITY OWNER) SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO REPAIR AND/OR COORDINATE THE REPAIR WITH THE
AFFECTED UTILITY COMPANY WITHIN AN EXPEDITED TIMEFRAME AND TO THE SATISFACTION OF THE OWNER'S REPRESENTATIVE
REFER TO THE CONTRACT DOCUMENTS FOR ANY ADDITIONAL UTILITY NOTES AND REQUIREMENTS.
7. STAGING AREAS DO NOT HAVE UTILITIES. ANY INSTALLATION AND REMOVAL OF UTILITIES REQUIRED BY THE CONTRACTOR SHALL
BE COORDINATED WITH THE UTILITY COMPANIES AND SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR.
8. EXISTING DRAINAGE STRUCTURES OR SYSTEMS THAT ARE REQUIRED TO BE MODIFIED AS PART OF THIS PROJECT SHALL BE
FIELD VERIFIED BY THE CONTRACTOR TO DETERMINE EXACT LOCATION AND INVERT ELEVATIONS. ALL STRUCTURE TIE-INS SWJl
BE EVALUATED BY THE CONTRACTOR TO DETERMINE THE APPROPRIATE CONSTRUCTION MEANS AND METHODS NECESSARY TO
PREVENT IMPACTING STABILIZED SOILS UNDERNEATH THE EXISTING STRUCTURES THAT ARE TO REMAIN.
9. THE CONTRACTOR SWILL COMPLY WITH ALL LOCAL, STATE, AND FEDERAL LAWS AND REGULATIONS THAT ARE PERTINENT TO
THIS PROJECT. UNLESS OTHERWISE DIRECTED , THE CONTRACTOR SHALL HAVE THE RESPONSIBILITY TO OBTAIN AND PAY ALL
COSTS ASSOCIATED WITH PERMITS AND/OR LICENSES REQUIRED TO ACCOMPLISH THIS WORK. ALL APPLICABLE PERMITS MUST
BE OBTAINED BY THE CONTRACTOR PRIOR TO COMMENCEMENT OF CONSTRUCTION.
CONTRACTOR HAUL ROUTEf f '
BLUE CLAY ROAD
.....
_..
ENTERPRISE SITE -.._ -� ..-4_... .. I
I------
� I
N: 192801.01
E 2326985.15
HERTZ SITE
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8 '-"- THRIFTY SITE
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33
_.
PROPOSED ANTS SITE 5+00 6+[X1 400 7400.
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R
-N: 193206.78
E 232755279
CONSTRUCTION I 250'
CONTRACTOR
TRAILER (PROVIDED I LAYDOWN AREA
' BY CONTRACTOR)
23. SHOP DRAWINGS FOR ALL STRUCTURES AND MATERIALS TO BE USED ON THE PROJECT SHALL BE REVIEWED AND APPROVED
BY THE CONTRACTOR AND SUBMITTED TO THE OWNER'S REPRESENTATIVE IN ACCORDANCE WITH THE CONTRACT DOCUMENTS PRIOR TO CONSTRUCTION OR INSTALLATION. ALL MATERIALS SHALL BE RELEASED FOR CONSTRUCTION OR INSTALLATION BY
THE OWNER'S REPRESENTATIVE
10. THE OWNER'S REPRESENTATIVE SHALL BE NOTIFIED IN WRITING OF ANY EXISTING CONDITIONS THAT VARY FROM THOSE SHOWN
ON THE DRAWINGS. THE CONTRACTOR'S WORK SHALL NOT VARY FROM THE DRAWINGS WITHOUT WRITTEN APPROVAL OF THE 24. THE CONTRACTOR SHALL SCHEDULE INSPECTIONS, SAMPLING, TESTS, ETC. ASSOCIATED WITH THE QC/QA TEST PROGRAM IN
OWNER'S REPRESENTATIVE. ACCORDANCE WITH THE TECHNICAL SPECIFICATIONS.
11. ALL COMMUNICATIONS BETWEEN THE CONTRACTOR AND THE AIRPORT ARE AS STIPULATED IN THE CONTRACT.
12 PRIOR TO ANY CONSTRUCTION, A PRE -CONSTRUCTION MEETING WITH THE OWNER'S REPRESENTATIVE AND ANY EFFECTED
AGENCY OR STAKEHOLDER IS REQUIRED.
13. THE CONTRACTOR WILL BE PROVIDED ACCESS TO THE SITE BY THE OWNER'S REPRESENTATIVE WITH WHOM THE CONTRACTOR
SHALL FULLY COOPERATE. THE CONTRACTOR SHALL COMPLY WITH ALL SECURITY REQUIREMENTS ESTABLISHED BY THE
AIRPORT.
14. ACCESS FOR LOCAL RESCUE AND FIRE FIGHTING EQUIPMENT AND PERSONNEL SHALL BE MAINTAINED AT ALL TIMES.
EMERGENCY OPERATIONS SHALL HAVE RIGHT-OF-WAY OVER ALL CONTRACTOR'S OPERATIONS AT ALL TIMES.
15. THE CONTRACTOR SHALL MAINTAIN SAFE VEHICULAR MOBILITY AND MAINTAIN ACCOMMODATIONS FOR ACTIVE AIRPORT TRAFFIC.
NO ROADWAY LANES WILL BE BLOCKED OR UNDULY RESTRICTED UNLESS SHOWN ON THE PLANS
15. THE CONTRACTOR SHALL MAINTAIN ADEQUATE SIGHT DISTANCE AND KEEP ALL TRAFFIC LANES OPERATIONAL AS SHOWN ON THE
PLANS.
17. ALL. CONTRACTOR VEHICLES AND TRAFFIC SHALL REMAIN WITHIN THE DESIGNATED CONSTRUCTION LIMITS OR HAUL ROUTES.
TAG
18. ALL EMPLOYEE AND VISITOR PARKING SHALL BE IN THE CONTRACTOR'S SING AREA OR AS APPROVED BY OWNER'S
REPRESENTATIVE
19. THE OWNER'S REPRESENTATIVE MAY PERFORM WORK WITH IS' OWN FORCES OR THOSE OF ANOTHER CONTRACTOR. IN THE
EVENT THAT CONFLICTS IN SCHEDULING OR ACCESS OCCUR BETWEEN CONTRACTORS OR BETWEEN THE OWNER'S
REPRESENTATIVE AND CONTRACTOR, THE OWNER'S REPRESENTATIVE SHALL BE THE SOLE JUDGE IN RESOLVING THE CONFLICT
AND IHE OWNER'S REPRESENTATIVE'S DECISION SHALL BE FINAL
20. STOCKPILED MATERIAL SHALL BE CONSTRAINED IN A MANNER TO PREVENT MOVEMENT RESULTING FROM WIND CONDITIONS IN
EXCESS OF FIFTEEN MILES PER HOUR. IN ADDITION, STOCKPILED MATERIAL SHALL HAVE SILT FENCE LOCATED AROUND THE
MATERIAL TO PREVENT DEBRIS FROM MOVING ONTO ADJACENT PAVEMENTS OR POLLUTING WATERCOURSES. THE CONTRACTOR
SHALL PAY PARTICULAR ATTENTION TO THE DUST AND DEBRIS CONTROL REQUIREMENTS OF THE CONTRACT. THE CONTRACTOR
SHALL BE RESPONSIBLE FOR DUST CONTROL WITHIN THE CONSTRUCTION UNITS AS WELL AS ALONG ANY ROADWAYS USED BY
CONSTRUCTION EQUIPMENT AND VEHICLES.
21. NO OPEN TOP DUMPSTERS ARE ALLOWED IN THE PROJECT AREA OR IN STAGING AREAS.
22. EXISTING BENCHMARKS AND OTHER LAND MARKERS OR MONUMENTS LOCATED WITHIN THE LIMITS OF CONSTRUCTION ARE TO
BE MAINTAINED BY THE CONTRACTOR AND/OR RESETAFTER CONSTRUCTION BY A REGISTERED LAND SURVEYOR.
25. ALL EXISTING FACILITIES SHALL BE PROTECTED UNLESS SPECIFIED OTHERWISE EXISTING ITEMS DISTURBED BY THE
CONTRACTOR'S ACTIONS OR AC71VMES AS WELL AS BY OTHERS, IF IMPROPERLY PROTECTED, MARKED, ETC. SHALL BE
RESTORED TO THE SATISFACTION OF THE OWNER'S REPRESENTATIVE TO ORIGINAL CONDITION WITHIN THE TIME FRAME
DETERMINED BY THE OWNER'S REPRESENTATIVE AT THE CONTRACTOR'S EXPENSE WITH NO ADDITIONAL COMPENSATION. ALL
CONSEQUENTIAL RESTORATIONS AND CORRECTIONS ASSOCIATED WITH THIS ITEM SHALL ALSO BE THE RESPONSIBILITY OF THE
CONTRACTOR.
26. WITHIN AND ADJACENT TO THE PROJECT LIMITS, THE CONTRACTOR IS RESPONSIBLE FOR KEEPING DRAINAGE INLETS CLEAN OF
DEBRIS DURING CONSTRUCTION AND UNTIL COMPLETION AND FINAL ACCEPTANCE
27. ANY TRENCH EXCAVATION AND ANY REQUIRED SHEETING AND SHORING SHALL BE PERFORMED IN ACCORDANCE WITH ALL
LOCAL, STATE, AND FEDERAL REGULATIONS FOR CONSTRUCTION AS WELL AS FULLY COORDINATED WITH THE OWNER'S
REPRESENTATIVE
28. IF SHEETING, SHORING. OR DEWATERING INCLUDING WELL POINTS ARE NECESSARY AND UTILIZED, THE CONTRACTOR MUST
MONITOR AND CONTROL ALL WORK THAT MAY CAUSE DAMAGE TO ANY ADJACENT PROPERTY AND THE CONTRACTOR WILL BE
RESPONSIBLE FOR ANY DAMAGE CAUSED BY SUCH WORK. THE CONTRACTOR IS ADVISED THAT THE PROPOSED CONSTRUCTION
SITE LIES WITHIN ONE MILE OF AN EPA SUPERFUND SITE THAT HAS BEEN DELETED FROM THE NATIONAL PRIORITY LIST (NEW
HANOVER COUNTY AIRPORT BURN PIT), BUT THAT DEWATERING MAY STILL REQUIRE A GENERAL OR INDIVIDUAL WATER USE
PERMIT REGARDLESS OF THE EPA STATUS. IT IS THE CONTRACTOR'S RESPONSIBILITY TO ACQUIRE ALL NECESSARY PERMITS.
INFORMATION ON THE STATUS OF THE EPA SUPERFUND SITE LANDFILLS, AND OTHER AREAS OF CONTAMINATION NEAR THE
PROJECT LIMITS ARE ACCESSIBLE FROM THE FOLLOWING SOURCES: M
-ENVIRONMENTAL PROTECTION AGENCY -NORCAROLINA DEPARTMENT OF ENVIRONMENTAL
SAM NUNN ATLANTA FEDERAL CENTER QUALITY
61 FORSYTH STREET, SW 127 CARDINAL DRIVE EXT.
ATLANTA, CA 30303 6960 WILMINGTON, NC 2040:-5406
1-ROO-241-1754 910-796-7215
404-562-8174 (FAX) 910-350-2004 (FAX)
29. THE CONTRACTOR SHALL BE RESPONSIBLE FOR LEGAL OFFSITE DISPOSAL OF UNSUITABLE SOIL MATER10L, ALL UTILITY/DRAINAGE
STRUCTURES AND PIPES, CABLES, DUCTS, CONDUITS, CONCRETE RUBBLE, DEBRIS AND OTHER ABOVE OR BELOW GROUND
STRUCTURES AND APPURTENANCES REMOVED WITHIN THE LIMITS OF CONSTRUCTION UNLESS OTHERWISE DEEMED SALVAGEABLE
FOR DELIVERY TO THE AIRPORT AS DETERMINED BY THE OWNER'S REPRESENTATIVE. NO MATERIAL SHALL BE WASTED ONSTTE
UNLESS APPROVED BY THE OWNER'S REPRESENTATIVE
30. DEBRIS, WASTE AND LOOSE MATERIAL SHALL NOT BE ALLOWED ON ROADWAYS AND ACTIVE PAVEMENTS. IF OBSERVED TO BE
ON ROADWAYS AND ACTIVE PAVEMENTS, THE MATERIAL SHALL BE REMOVED IMMEDIATELY BY THE CONTRACTOR. THE OWNER'S
REPRESENTATIVE MAY DIRECT THAT DEBRIS PROBLEMS DURING CONSTRUCTION NOT CORRECTED BY THE CONTRACTOR BE
CORRECTED BY OTHERS AT THE EXPENSE OF CONTRACTOR. THE CONTRACTOR SHALL BE RESPONSIBLE TO KEEP THE
PAVEMENTS ADJACENT TO THE WORK AREA CLEAR OF ANY DEBRIS AT ALL TIMES.
LEGEND
® CONSTRUCTION TRAILER
CONTRACTOR LAYDOWN AREA
�► CONTRACTOR HAUL ROUTE
SIGNAGE
TRUCKS AIRPOR
ENTERING CONSTRUCTI
HIGHWAY ',ENTRANCE,'
(60" X 60') (80" X 60')
SIGN TYPE 1 SIGN TYPE 2
31. THE CONTRACTOR SHALL MAINTAIN A LIST OF HAZARDOUS MATERIALS OR CHEMICALS TO BE USED OR STORED ON THE JOB
SITE. THE CONTRACTOR SHALL PROVIDE EVIDENCE OF MATERIAL SAFETY TRAINING.
32 THE CONTRACTOR SHALL PREPARE SAFETY PUNS SPECIFIC TO DAYTIME AND NIGHTTIME CONSTRUCTION OPERATIONS, AS WELL
AS A CONTINGENCY PLAN TO ADDRESS CASES OF ABNORMAL FAILURES OR UNEXPECTED DISASTERS. THE CONTRACTOR SFULLL
ALSO PREPARE A DESTRUCTIVE WEATHER PLAN TO SET FORTH GENERAL GUIDANCE AND INFORMATION FOR THE CONTRACTOR
TO COORDINATE PREPAREDNESS PLANS WHEN DESTRUCTIVE WEATHER THREATENS THE AIRPORT. THE DESTRUCTIVE WEATHER
PLAID FORM IS PROVIDED IN THE SPECIFICATIONS.
33. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING CONSTANT COORDINATION BETWEEN THE SUBCONTRACTORS IN
ADDITION TO COORDINATION WITH THE OWNER'S REPRESENTATIVE ALL CONSTRUCTION ACTIVITIES PLANNED BY THE
CONTRACTOR SHALL BE REVIEWED AND APPROVED BY THE OWNER'S REPRESENTATIVE
34. ALL BORROW, STOCKPILE STORAGE, AND HAUL ROUTE AREAS, SHALL BE RESTORED BY THE CONTRACTOR BY TOPSOIUNG AND
SEEDING PER THE SPECIFICATIONS. THIS WORK WILL BE CONSIDERED INCIDENTAL TO THE PROJECT.
35. CONTRACTOR IS RESPONSIBLE FOR SUBMITTING BUILDING PERMIT AND COST.
36, AUTOCAD FILES WILL BE PROVIDED TO SUCCESSFUL BIDDER FOR REFERENCE ONLY.
HAUL ROUTE NOTES
1. LOCATION OF HAUL ROUTES ON THE AIRPORT SITE SHALL BE AS SPECIFIED ON THE PUNS OR AS APPROVED BY THE OWNER'S
REPRESENTATIVE IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO COORDINATE OFF-SFTE HAUL ROUTES (STATE HIGHWAYS,
COUNTY ROADS OR CITY STREETS) WITH THE APPROPRIATE OWNER WHO HAS JURISDICTION OVER THE AFFECTED ROUTE
ON -SITE HAUL ROUTES SHALL BE MAINTAINED BY THE CONTRACTOR AND SHALL BE RESTORED TO THEIR ORIGINALLY
CONSTRUCTED CONDITION UPON COMPLETION OF THE PROJECT.
2. THE CONTRACTOR SHALL PROVIDE AND INSTALL ANY DRAINAGE PIPE NECESSARY TO ENSURE THAT ANY HAUL ROUTE/SITE
ACCESS CONSTRUCTION SHALL NOT CREATE ANY PONDING WATER OR RESTRICT THE IXISP.A!G DRe.!NeGE FLOW PATTERN. PS END
OF PROTECT CONTRACTOR SHALL RESTORE ALL GRADES, PER DESIGN PLANS, AND REMOVE ALL TEMPORARY DRAINAGE PIPES
AND FACILITIES AT NO ADDITIONAL COST TO OWNER.
3. CONTRACTOR SHALL ACCESS THE SITE VA BLUE CLAY ROAD AND HALL DRIVE. CONSTRUCTION TRAFFIC ON THE TERMINAL ROAD
OR IN FRONT OF THE TERMINAL DROP-OFF/PICK-UP AREA 19 PROHIkifi EDP NORTH
RSM,
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704?) i��
4
RS&H, Inc.
tmN ttouutl, erva" sum Yhh
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704752-0010 FA%
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It
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NORTH
0 T5 30
FEET
WARNING — THERE ARE EXISTING UNDERGROUND UTILITIES IN THE PROJECT WORK AREAS THE ENGINEER WAS
MADE EVERY EFFORT TO SHOW THEIR APPROXIMATE LOCATIONS. IT SHALL BE THE RESPONSIBL7TY OF THE
CONTRACTOR TO HAVE EVERY CABLE LOCATED, FLAGGED, AND IDENTIFIED PRIOR TO CONSTRUCTION. ANY DAMAGE
DONE TO FLAGGED OR OTFIEIME LOCATED CABLES SHALL BE REPLACED AT THE CONTRACTOR'S EXPENSE.
RSM,
1520 South Blvd, Subs 200
ChadoBa, NC 2520.1
704757,0 10 FAX [phone]
—mandhs0m
MoM qo0� LImR RoclB11 • FND' Oil
AA
WILMINGTON
INTERNATIONAL
AIRPORT
YID.MINOTON, NORTH CAROLI--
"IS
CONSOLIDAL.
RENTAL CAR
FACILITY
ENODIEER'B SEAL
H Cs
4�Y�ES/q�?�
BONBULTANTS
REVISIONS
.!LQ DESCIOPTION DATE
DATE MUM APRIL 14 2017
REYONW BY: CIE
DRARN BY: AMS
OENONEO NY, MM
AEP PROJECT NUMBER
203-2575-DO'I
NEST TITLE
EXISTING
DRAINAGE
BASIN PLAN
81IMET NUa1BER
C120
100%
PERmirBIDDING
ti

. �' _ EXISTING DRAINAGE BASIN (TO REMAIN)
iut
I
I 'Lally 1 �: I
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-------------.
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THRIFTY SITE
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WARNING — THIS RECORD CONTAINS SFlSITNE SECURIIY INF9RINTON TH/G IS CONTROLLED IN 49 CFR PARI 15211 NO PART OF THIS RECORD MAY
BE DISCLOSED TO PERSONS WITHOUT A NEED TO KNW. AS DNEMED IN 49 CFR PART 1520, EXCEPT WRH THE WRmEN PERMISSION OF THE
ADMINISTRATOR TIE TRANSPOR ATION SECURITY ADNINEWTION, OR THE SEOEIARY OF TRANSPORTATION UNNIIIIORQED RELEASE MAY RESULT IN
CIVIL PENALLY OR OTHER ACTION. FOR US. GIWERMIENI AGENCIES, PUBUC DISCLOSURE IS GOVERNED BY 5 U.S.C. 552 AND 40 CFR PART 1S=
DRAINAGE BASIN 1
DRAINAGE BASIN 2 !
I ' JU.UU
7_771
r1�: ,II i
��
28_00
28,00
I
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27I /
=.W g r I R.
III
WARMNG — THERE ARE EXISTING UNDERGROUND UTLITIES IN THE PROJECT WORK PRF.AS. THE ENGINEER HAS
MADE EVERY EFFORT TO SHOW THEIR APPROXIMATE LOCATIONS. ITSHALL BE THE RESPONSIBILITY OF THE
CONTRACTOR TO HAVE EVERY CABLE LOCATED, FLAGGED, AND IDENTIFIED PRIOR TO CONSTRUCTION. ANY DAMAGE
DONE TO FLAGGED OR OTHERWISE LOCATED CABLES SHALL BE REPLACED AT THE CONTRACTOR'S EXPENSE.
NORTH
(;t
0 15 310 60
FEET
RSA
RS&H, Inc.
1520 South BIW., SuNe 200
Chedoft NC taw
704-752-0610 FAX [phone]
wmv.reArltlRcom
N011M1 pl0hn UaOm 6e4 ERD' F4B3 • C4B
WILMINGTON
INTERNATIONAL
AIRPORT
1IB.MINCTON. NORTH CAROLINA
AVIS
CONSOLIDATED
RENTAL CAR
FACILITY
lNGINCR'S EPJ1L
4�EESS /l y
�IN �
M
CONSULTANTS
REVISIONS
NO DESCR@TION L'
DATE MSUED: APRIL 14, 2017
REVIEWED BY: YRB
DRAWN BY. AYf
DEMGMOI BY: A118
AMP PROJECT NUMBER
203-2570-001
0=7 MM
SHEET TT"
PROPOSED
DRAINAGE
BASIN PLAN
SHEET NUMBER
C121
1 Q'O%
PERMITIBIDDING

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NINCRETE LL
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PROPOSED DRAINAGE INLET.
1001;� SEE NOTE 9 \ vsJ_ _�'>`d- - - J, ` , It
_ -=_
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LF 3 - 12' HOPE PIPE
DRAINAGE STRUCTURE TABLE
STRUCTURE NAME
STRUCTURE TYPE
RIM ELEVATION
INVERT ELEVATIONS
NORTHING/FASTING
STATION/OFFSET
S-i
STRAIGHT HEADWALL
---
E INV IN (24) = 22.50'
N: 192664.48
AVIS PARKING LOTE:
STATION: 3+66.34
2327320.05
OFFSET: 34.91' R
S-2
DRk?'1"^.E :MEET
27.88'
N INV IN (2-36) = 21.70'
N: 192555.59
AVIS PARKING LOT
STA^ON: 21 OD
E INV OUT (48) = 21.60`
E: 2327176.39
OFFSET: 35.35 R
I
:." INV IN (24) = 21.60
AMS PARKING LOT
S-3
DRAINAGE INLET
26.00'
E INV IN (2-24) = 21.80'
N' 192720.19
STATION: 2+54.05
S INV OUT (2-36) 21.80'
E: 2327208.82
OFFSET:-36.93' L
WARNING - THIS RECORD CONTANS SENSITIVE SECURITY INFORMATION TENT IS CONIROLLEO N 49 CFR PART 15M NO PART OF THIS REDORD MY
BE CISCIASED TO PERSONS WITHOUT A 'N® TO KNOW. AS DIRECTED IN 49 CFR PART mo. EXCEPT NIIH THE WRITTEN PEAMP.SON OF THE
ADMNIS 1011. THE TRANSPORTATION SECURITY ADMINMRATION. OR THE SECRETARY OF TRANSPORTATION. U AMORIZED RELEASE ANY RESULT IN
CIVIL PENALLY OR OTHER ACTION. FOR U.S. GOVERNMENT AGENCIES. PUBLIC DISCLOSURE IS GOVERNED BY 5 U.S.C. 552 AND 40 CFR PART 1520.
26.06
.00
a
LEGEND NOTES
1. SEE SHEET G004 FOR HORIZONTAL AND VERTICAL CONTROL PLAN.
PROPOSED ASPHALT 2. SEE SHEETS C310-C312 FOR PAVEMENT SECTIONS.
3. SEE SHEET C412 FOR TRENCH DRAIN DETAILS.
4. GRADE LOCATIONS FOR RIP RAP AS SHOWN IN THE PLANS. USE FILTRATION GEOTEXTLES UNDER
PROPOSED CONCRETE RIP RAP WHEN SHORN IN THE PLANS AND AS DIRECTED. 00 NOT LEAVE GEOTEXTILES EXPOSED
FOR MORE THAN 7 DAYS BEFORE COVERING WITH RIP RAP. PLACE FILTRATION GEOTE)MLES ON
SURFACES FREE OF OBSTRUCTIONS, DEBRIS AND SOFT POCKETS.
5. OVERLAP ADJACENT GEOTEXTILE6 AT LEAST 18" IN DOWNHILL AND DOWNSTREAM DIRECTION TO
-X PROPOSED FENCE PREVENT FLOW FROM LIFTING THE EDGE OF THE TOP GEOTEXTILE PLACE FlLTRAT10N GFOTEXTILES
IN SLIGHT TENSION FREE OF KINKS, FOLDS, WRINKLES OR CREASES. USE WIRE STAPLES OR
ANCHOR PINS AS NEEDED TO HOLD GEOTEXTILES IN PLACE UNTIL COVERED. DO NOT DISPLACE
RENNIE PROPOSED ENTRANCE TEETH OR DAMAGE FILTRATION GEOTE)ML.S- WHILE PLACING RIP RAP. REPLACE AN" DAMAGED
GFOTFXTILES TTT THE. SATISFACTION OF THE ENGINEER.
6. PLACE RIP RAP SUCH THAT THE SMALLER STONES ARE UNIFORMLY DISTRIBUTED THROUGHOUT RIP
RAP. INSTALL RIP RAP WITH MECHANICAL METHODS AND IF NECESSARY, BY HAND TO FORM A
WELL -GRADED, DENSE AND NEAT LAYER OF RIP RAP.
7. CONTRACTOR SHALL COORDINATE WITH NORTH CAROLINA PROFESSIONAL ENGINEER, IN CURRENT
STANDING, TO DESIGN, SIGN AND SEAL, AND SUBMIT FOR APPROVAL, DRAINAGE INLET S-3 WITH A
DUAL GRATE TOP AND TRANSVERSE SLOT FOR APPROVAL PRIOR TO FABRICATION AND
CONSTRUCTION. THIS INLET SHALL BE MADE OF CONCRETE AND HE-20 VEHICLE RATED.
WARNING - THERE ARE EXISTING UNDERGROUND UTILITIES N THE PROJECT WORK AREAS, THE ENGINEER HAS
MADE EVERY EFFORT TO SHOW THEIR APPROXIMATE LOCATIONS. IT SHALL BE THE RESPONSIBILItt OF THE
CONTRACTOR TO HAVE EVERY CABLE LOCATED, FLAGGED, AND IDENTIFIED PRIOR TO CONSTRUCTION. ANY DAIAAGE
DONE TO FLAGGED OR OTHERWISE LOCATED CABLES SHALL BE REPLACED AT THE CONTRACTOR'S EXPENSE
NORTH
0 15 30 eD
FEET
RSM.
RS&H, Inc.
15M S..th Sha., SNhe mS
ChN11D8e, NC 28205
704-752-0810 FAX 70444S 2
wNN. d -
xNU C.&.UarN..SM'F4W'CN
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VOLMINGTON
INTERNATIONAL
AIRPORT
MIB.NONOTON, NORTH CAROLINA
AVIS
CONSOLIDATED
RENTAL CAR
FACILITY
ENCINEOCS SEAL
N OA �(
a�EE55/p�
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INE
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n
CONSULTANTS
4
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REVISIONS
NO D! RPIION DATE
DATE
ISSUED: APRIL 146 2017
RETIENED SY: HAIR
DRAWN BY: AM
DENGNED EY: AM
ARP PROJECT HUMO
203-257"01
®2.7 -.c
SNEET'nTQ
LE y
GRADING
DRAINAGE
SHMY NUMBER
\:401
100%
PERMITBIDDING
-W 4/12MI7 4AN.W W S­M 1;
1�

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071U=77.79• L
STA.2+1B.bz 1 I I ------------- - --,--------------
OFFSEt-SC78" R I . - !*\
OFFSET-88.1"
Ef]
Sfa=$+04,52
OFFSET-12.85' R)✓� I ro (' • -1
QFFS¢.T=34.35' R.
�y 4+00 5+00 6+00 7+00 BfOO 9+00
55
Sfa=3+53.89�� _ _ • " I I -�
OFFSET=42.65' R
STA.-=3+85.90
OFFSET=96.28' R - . — — — _ — — — — — — — — — —— . _ . . — — — — —.— — — — _ — — — — — —
. r�
��STa=8+80.15
OFFSET=80.10' R
� �rti. STa=5+97.18 Sfa=8+73.70
Sia�5+40.30 OFFSET�99.83' R STa�8+77.08 OFFSET 101.95' R
OFFSET�101.42' R { OFFSET�105.22' R
sra=s+Bss2
OFFSET=109.81' R
I
I
LEGEND NOTES
1. NO ADDITIONAL COMPENSATION WILL BE PROVIDED FOR SEED, SOD, OR
TOPSOIL OUTSIDE OF LIMAS SHOWN.
PROPOSED SOD 2• THE CONTRACTOR SHALL RESTORE ALL TURF AREAS DISTURBED BY
CONSTRUCTION OPERATIONS TO PRE -CONSTRUCTION CONDITIONS. PROPOSED
SEEDING SHALL ST PAID FOR ONLY O AREAS SHOWN IN ONS PLANS. ALL
PROPOSED SEED OTHER AREAS DISTURBED DUE TO CONSTRUCTION OPERATIONS, INCLUDING
ALL STAG!NG AREAS, SHALL HAVE TURF RESTORE[) AT THE MD OF THE
PROJECT. THIS TURF RESTORATION SHALL NOT BE PAID FOR SEPARATELY NORTH
BUT 6 INCLUDED IN THE OVERALL PRICE OF THE CONTRACT.
LIMITS OF GRADING
0 15 30 fU
FEET
WARNING — THIS RECORD CONTAINS SENSTINE SEDURTIY INFORNATION THAT IS CONTROUED IN4B CFR PART 152D. NO PART OF THIS RECORD MAY
BE DISCLOSED TO PERSONS WIMOUT A -NEED TO KNOT . AS DIRECIEIX IN 40 CFR PART IBM, EXCEPT WITH THE WRITTEN PERIAMON OF THE
ADMNISIRATOt, THE TRANSPORTATION SECURITY AOMINISIRATDN, OR THE SECRETARY OF TRANSPORTATION. UNAUIHORIM RELEASE NAY RESULT IN
CIVIL PENALTY OR OTHER /CTON FOR U.S. GOVEMNQJf AGBIDE3, PUBLIC DISCLOSURE IS GOVERNED BY 5 U.S.C. 552 AND 40 CFR PART 1520
WARNING — THERE ARE EXISTING UNDERGROUND OLDIES IN THE PROJECT WORK AREAS. THE ENGINEER HAS
MADE EVERY EFFORT TO SHOW THEIR APPROMMATE LOCATIONS_ R SHALL BE THE RESPONSIBILTIY OF THE
CONTRACTOR TO HAVE EVERY CABLE LOCATED, FLAGGED, AND IOENTIFIEO PRIOR TO CONSTRUCTION. ANY DAMAGE
DONE TO FLAGGED OR OTHERWISE LOCATED CABLES SHALL BE REPLACED AT THE CONTRACTOR'S EXPENSE
RSW
c.
15200 South BIM., Sllte IN
Chad,ft NC 2e203
704-752-0610 FAX 7046E8.2872
xmnCAft U—em.Tan-Fm•CJ,
?) (14�
WILMINGTON
INTERNATIONAL
AIRPORT
WILMINSTON, NORTH CAROLINA
"IS
CONSOLIDATED
RENTAL CAR
FACILITY
ENGINEER'S SEAL
CA
Q�EESS
0 L`'
�'CIN
R.
CONSULTANTS
i - P
it
REVISIONS
NO DMBCLOPTION DATE
DATE
MBUED: APRs 10. 2017
RMEWED BYI MIRE
DRAYIN BY. AMS
DESIGNED BY: AMS
AMP PROJECT NUMBER
203-2375.001
C .,7 a9.,, Pc
SHEEr TmM
SITE
RESTORATION
PLAN
SNEET NUMBER
C901
PERMIT/BIDDING
V1
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