20110089 Ver 3_Site Plan_20150608

Lminculliton
Air M
AV IL
rAuuust 5 2014
Copyright 2014 OES Group Engineers, LLP
DRAWING INDEX
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UTILITY LEGEND
PROPOSED UTILTIES
_lW-'0w­-- 'ow -- 10" WATER LINE
,o law low- 16" WATER LINE
W_ WATER LINE
IRRIGATION LINE
SITE LEG- ND
PROPOSED CURB & GUTTER
REVERSED PITCH CURB & GUTTER
Parcel 90326 Map 4603.00
Pin 4603-22-0287 Acres 56.991
Subdivision Lot TRACT 1 AIRLIE PARK PH 11 Plat Book—Page
16-107
Zoning
PROPERTY LINE Zoning District Jurisdiction Acres
I—G General Industrial COUNTY 56.988
Unknown 0,002
LOT LINES Total 56.991
DECORATIVE FENCING
TRAFFIC FLOW
NCDOT STD. MINISKIP
NCDOT STD, GUARDRAIL
IMPERVIOUS AREA SUMMARY
BUILT UPON AREA
TOTAL SITE IMPERVIOUS
- 50,000/1.15 - SQ. FT./ACRES
PAVEMENT & CONCRETE COVERAGE: 47,968/1.10
TOTAL IMPERVIOUS AREA:
TOTAL SIT'-,- AREA:
_oW--"-ow--8w--
8" WATER LINE
(TYP).
2. ALL CURB RADII TO
Madison sandy clay loam: 2-®8 Pct slopes(Eroded) (MdB2)
PERCENT kAPERVIOUS:
FEET
STORIES: 1
3. STANDARD PARKING
DIMENSIONS:
SQ. FT.
Class 3 Class 2 Class 2 13.52
STD AUTO:
_l2W-l2W-l2W-
12" WATER LINE
AUTO AREA SECTION
LONG
PARALLEL AUTO:
Madison sandy clay loam: 8-15 Pct slopes(Eroded) (MdC2)
WIDE X
22'
FORCE MAIN
HANDICAP:
9'-0"
WIDE X
Class 4 Class 2 Class 2 22.222
LONG WITH 5'-0"
OR SUITES:
CLEAR
STORM SEWER
�®
SPACE ADJACENT
Total 56.991
50
FT. FROM R/W,
SANITARY � SEWE,
MANHOLE SMH
SIDE YARD (R):
20
,x3g,
Flood Zone Area (8/16/2007)
REAR YARD:
30
STORM SEWER
MANHOLE (MH)
TRUCK AREA SECTION
IF
Flood Zone Description Panel Acres
PLANT
E]
GRATE INLET/YARD
NO 20 FT.
SIDE (R): YES
X NO FLOOD HAZARD 3710460300 56.991
FT SIDE
(L): YES
INLET (GI/YI)
SPOT ELEVATION
Total 56.991
6d
CURB INLET (CI)
SIDE (R): YES
SIDE
YMBOL
0
WATER METER
EXISTING FEATURES SCREENED
2000 Census Block
County Tract Block Acres
111110�
REDUCER
HANDICAP RAMP = HC
37109 071100 2015 56.991
BACKFILOW PREVENTOR
Total 56.991
Xy
FIRE HYDRANT
I
GATE VALVE
Sewer District
District Acres
112 5' 22 5' 45' OR
9d' BEND' '
Not in the sewer district 56.991
TEE WITH THRUST
Total 56.991
BLOCK
EXISTING UTILITIES
Watershed Area
Watershed Class Acres
10' CONTOURS
Not in a watershed 56.991
2' CONTOURS
Total 56.991
16, STOP BEFORE YOU DIG. CALL NC ONE—CALL CENTER AT 1-800—�32-4949, IT'S THE
LAW.
SQ. FT./ACRES
97,968Z2.25 - SQ. FT./ACRES
330,019.3/7.58 SQ. FT./ACRES
im
'WIRSENUMM
1. DIMENSIONS FROM
BACK OF CURB
(TYP).
2. ALL CURB RADII TO
BE 5'-0"
U.N.O.
FEET
STORIES: 1
3. STANDARD PARKING
DIMENSIONS:
SQ. FT.
GROSS FLOOR
STD AUTO:
9'-0"
WIDE X
19'-0"
LONG
PARALLEL AUTO:
9'-0"
WIDE X
22'
-0" LONG
HANDICAP:
9'-0"
WIDE X
19'-0"
LONG WITH 5'-0"
OR SUITES:
CLEAR
UNLOADING
�®
SPACE ADJACENT
11111EKIM
jx
ZONING CODE SUMMARY
PROPOSED USE: TBD
PROVIDED:
5C HANDICAP: 2
COMPACT:
BUILDING HEIGHT: SEE
ARCH. PLANS
FEET
STORIES: 1
BUILDING COVERAGE:
50,000
SQ. FT.
GROSS FLOOR
6 8.5 2'
AREA:
LOT SIZE:
SQ.
FT./ACRE,.z,
50,000 SQ. FT.
TAX PARCEL ID: 4603--22-0287
PIN:
90326
NUMBER OF UNITS
TREE_.PLAN__0SG FOR
GUTTER
OR SUITES:
YARD REQUIREMENTS:
SHALL BE IN ACCORDANCE WITH LINCOLN____________
�®
-
PARKING REQUIREMENT (TYP
SETBACK (FRONT):
50
FT. FROM R/W,
COUNTY PUBLIC WORKS.
SIDE YARD (R):
20
FT. SIDE
YARD (L): 20 FT.
REAR YARD:
30
FT. (THROUGH LOT)
REQUIRED BUFFERS:
IF
FT.
FRONT: YES
FT, REAR
NO 20 FT.
SIDE (R): YES
FT SIDE
(L): YES
REQUIRED SCREENING:
FRONT: NO f YES
'PEAR
YES
SIDE (R): YES
SIDE
(L): eYES
PARKING ONLY: NO
PARKING DATA: (SPECIFY REQUIREMENT)
AS PER LINCOLN COUNTY
REQUIRED: 50
PROVIDED:
5C HANDICAP: 2
COMPACT:
CARPOOL:
LOADING SPACES: 4
5 74.8 100
RIE - -, V A
01
Graphic Scale 1" 50 ft.
?
N A
Z, _3 0 PROP. 2-6" OUR AND GU TTE
Copyright 20 14 CEO Group Engineers, LLP
0
REVISIONS
i � I i
IJ
PROP. V-13 CURB
AND GUTTER
i
794 .813
6 8.5 2'
W 0 0+, D
PROP. 3' GOING
11
SITE REV
PROP. 3' GONG.
GUTTER
_�77 1 1
--------- I -Qj
1 # I � #
#
NOTE: ALL WATER AND SEWER MATERIALS
TREE_.PLAN__0SG FOR
GUTTER
lUE-7
S
, I A
SHALL BE IN ACCORDANCE WITH LINCOLN____________
�®
-
PARKING REQUIREMENT (TYP
----------------
---- ------- --- — -- ----------------- ; '
$! q g
COUNTY PUBLIC WORKS.
FUTURE WORK
1
4" PVC CONDUIT i
IF
NOTE: WATER /SEWER AND LANDSCAPING
TO BE INSTALLED WHEN FULL BUILD OUT
LIGHT DUTY PAVING (TYP.)
OCCURS,
5 74.8 100
RIE - -, V A
01
Graphic Scale 1" 50 ft.
?
N A
Z, _3 0 PROP. 2-6" OUR AND GU TTE
Copyright 20 14 CEO Group Engineers, LLP
0
REVISIONS
NCDOT
WATER SIZE
NOTE REVISION
SITE REV
■
13
IL 173
W
IS
W� rn
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M
O� Eq
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to z
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•

GRADING AND DRAINAGE NOTES:
1" DEBRIS SCREEN
AROUND
(CLEAN WASHED
1.
EARTHWORK QUANTITIES HAVE BEEN ESTIMATED AND SITE AS SHOWN IS ASSU�4ED TO REPRESENT A BALANCED
13, ALL
PROPOSED CONTOURS IN ALL "FILL" AREAS SHOWN
ON THIS ° LAN REPRESENT COMPACTED STRUCTURAL FILL
FILTER FABRIC
CUT / FILL CONDITION. PROJECT OBJECTIVE IS TO GRADE AS MUCH OF FUTGPE ADDITION AS MATERIAL
AND
SHALL BE CONSTRUCTED WITH SATISFACTORY
MATERIAL COvo)PACCED TO THE STANDARDS OUTLINED IN THE
AMERICAN
ALLOWS.
SPECIFICATIONS,
CONCRETE SAND
2.
CONTRACTOR SHALL PERFORM HIS OWN ESTIMATE AND SHALL PROVIDE ALL EARTHWORK NECESSARY TO
14. UNDERGROUND UTILITY LINES SHALL BE INSTALLED
IN ACCORDAN`,M WITH THE FOLLOWING STANDARDS IN
SEE NOTE 1
ACHIEVE THE DESIGN GRADE, INCLUDING ANY OFFSITE BORROW OR SPOILS RECJIRED.
ADDITION
TO OTHER APPLICABLE CRITERIA AND SPECIFICATIONS:
BERM.
UNDERDR,AIN
14.1
NO MORE THAN 500 LF OF TRENCH MAY BE
OPENED AT C',IE TIME.
3,
CONTRACTOR SHALL PROVIDE POSITIVE DRAINAGE IN ALL GRADED AREAS, INCLUDING PAVING, LAWN AND
14,2
EXCAVATED MATERIAL SHALL BE PLACED ON
THE UPHILL S DE OF TRENCHES.
- Underdrain shall be 6" perforated PVC pipe in a 12" gravel layer. Pip; shall
LANDSCAPE AREAS.
14.3
EFFLUENT FROM DEWATERING OPERATIONS SHALL
BE FILTEPE:D OR PASSED THROUGH AN APPROVED
Underdrain may be HDPE
(AASHTO M252)
- Underdrain pipe shall be
SEDIMENT TRAPPING DEVICE, OR BOTH, AND
DISCHARGED 1'+ A MANNER THAT DOES NOT VIOLATE EROSION
4.
THE CONTRACTOR SHALL IMMEDIATELY REPORT TO THE OWNER ANY DISCREPk,CIES FOUND BETWEEN ACTUAL
NOTE: Drainage Area must
AND SEDIMENT CONTROL LAW OR ADVERSELY
AFFECT FLOVYNG STREAMS OR OFF -SITE PROPERTY.
brought online,
FIELD CONDITIONS AND CONSTRUCTION DOCUMENTS AND SHALL WAIT FOR INS'PUCTIONS PRIOR TO
14.4
MATERIAL USED FOR BACKFILLING TRENCHES
SHALL BE CON- 'PACTED PER THE SPECIFICATIONS.
RCP-3
PROCEEDING,
14.5
APPLICABLE SAFETY REGULATIONS SHALL BE
FOLLOWED, k,D ARE THE SOLE RESPONSIBILITY OF THE
789
CONTRACTOR TO IMPLEMENT.
792
5.
CONTRACTOR SHALL VERIFY LOCATION OF ALL UNDERGROUND UTILITIES PRIOR 70 BEGINNING WORK, BOTH
90
15
PUBLIC AND PRIVATE. CONTRACTOR IS FULLY RESPONSIBLE FOR ALL UNDERGROUND UTILITIES AND SHALL
RCP -3
REPAIR ANY DAMAGE AS A RESULT OF THIS CONTRACT.
3
C1 1
6.
CONTRACTOR SHALL BLEND NEW EARTHWORK SMOOTHLY TO TRANSITION BACK 70 EXISTING GRADE.
791.25
800.8
7.
THE PROPOSED CONTOURS AND SPOT ELEVATIONS SHOWN IN DRIVES, PARKING LOTS AND SIDEWALKS ARE
FINISHED ELEVATIONS INCLUDING ASPHALT. REFER TO PAVEMENT CROSS SECT #ON DATA TO ESTABLISH
CORRECT SUBBASE OR AGGREGATE BASE COURSE ELEVATIONS TO BE COMPLE -ED UNDER THIS CONTRACT.
FIE 2
8.
ALL "STD." NUMBERS REFER TO THE (AGENCY) DEVELOPMENT STANDARDS.
777
777
.
ON -SITE BURIAL PITS REQUIRE AN ON -SITE DEMOLITION LANDFILL PERMIT FROM THE ZONING ADMINISTRATOR,
64
10.
MAXIMUM CROSS SLOPE OF SIDEWALKS SHALL BE 1/4" /FT,
11.
SLOPES SHALL BE GRADED NO STEEPER THAN 2 :1. W/ OUT ADDITIONAL STAB - IZATION MEASURES AND PRIOR
4
MH 3
APPROVAL.
12. APPROVAL OF THIS PLAN IS NOT AN AUTHORIZATION TO GRADE ADJACENT PROPERTIES. WHEN FIELD
CONDITIONS WARRANT OFF -SITE GRADING, PERMISSION MUST BE OBTAINED FR lM THE AFFECTED PROPERTY
OWNERS.
• 11► j
FILTER FABRIC
1" DEBRIS SCREEN
AROUND
(CLEAN WASHED
PERIMETER 8c
STONE}
BOTTOM
1. OVERFLOW
WEIR EARTHEN
FILTER FABRIC
i
SAND FILTER _
TO BE LIN
® 1.5' OF CLEAN
AMERICAN
WASHED
PERMANENT
ER NENT
CONCRETE SAND
MAT,
ASTM -C33
5'Wx3O'L. TOP
FILTER FABRIC
SEE NOTE 1
RA AY R
COMPACTED EARTH/'
P RF RATED
BERM.
UNDERDR,AIN
SPILLWA
WRAPPED IN
>
'6(
FILTER FABRIC
DETAILS:
t
WCJ'0DEIJ
- Provide 95% Compaction
FORCEMENT AT,
- Underdrain shall be 6" perforated PVC pipe in a 12" gravel layer. Pip; shall
have -inch perforations,
spaced at 6" centers, with a minimums of 4 -soles
per row. Perforated pipe
must have 0.5 % slope min.
Underdrain may be HDPE
(AASHTO M252)
- Underdrain pipe shall be
wrapped with filter fabric
- Cleanouts shall extend 6" above Filter Media
- Minimum of 12" of filter
media over drainage pipe.
NOTE: Drainage Area must
be stabilized prior to filtration controls and "Iter
media being installed and
brought online,
SAND
FILTER MEDIA
N.T.S.
19 5' SF #2 1. ' SF
1'
Copyright r • Engineers, LLP
NOTE: CONVERSION OF SKIMMER
BASINS TO SAND FILTERS SHALL NOT
OCCUR UNTIL SITE CONSTRUCTION
ACTIVITIES ARE COMPLETED AND
GROUNDCOVER IS FULLY STABILIZED.
SAND FILTER
Z
Line Size
~1l'i
-
Invert In
4
Rim Elev
1. OVERFLOW
WEIR EARTHEN
BERM.
i
SPILLWA
TO BE LIN
WITH NORTH
O
AMERICAN
GREEN P
G EE 300
PERMANENT
ER NENT
TURF R lNFORCEMENT
MAT,
OR APPROVED EQUAL.
5'Wx3O'L. TOP
OF WEIR
SEE NOTE 1
= 774'.
2. OVERFLOW
WEIR EARTHEN
BERM.
b6
SPILLWA
TO BE LINE
>
'6(
AMERICAN
GREEN P300
t
WCJ'0DEIJ
TURF REI
FORCEMENT AT,
OR APPROVED EQUAL.
12'Wx17'L.
TOP OF WEIR
OVERFLOW WEi
779.58'
MIN. STONE SIZE 0.5'
780,5
775.68
783.5
6" OLIO PVC
39
37 -LF
5.13
'
t SAND FILTER 253 -SF
4 I
RCP-3
S T M
2
M H 2
SAND FILTER
NOTES:
Line Size
-
Io a
-
Invert In
4
Rim Elev
1. OVERFLOW
WEIR EARTHEN
BERM.
EMERGENCY
SPILLWA
TO BE LIN
WITH NORTH
O
AMERICAN
GREEN P
G EE 300
PERMANENT
ER NENT
TURF R lNFORCEMENT
MAT,
OR APPROVED EQUAL.
5'Wx3O'L. TOP
OF WEIR
ELEVATI
= 774'.
2. OVERFLOW
WEIR EARTHEN
BERM.
EMERGENCY
SPILLWA
TO BE LINE
WITH NORTH
AMERICAN
GREEN P300
PERMANENT
TURF REI
FORCEMENT AT,
OR APPROVED EQUAL.
12'Wx17'L.
TOP OF WEIR
ELEVATION
779.58'
Inlet ID
Length
Line Size
-
Io a
-
Invert In
llnvetOut
Rim Elev
- --
Material
-
PIPE
(ft)
ft
t
Ise
FES1
772
i 772
73.5
15
5
?
RC P-3
STM
1
M H 1
780,5
775.68
783.5
39
15
5.13
.�
RCP-3
S T M
2
M H 2
789
782.5
792
90
15
1
RCP -3
STIVI
3
C1 1
791.25
800.8
FIE 2
777
777
64
24
2
RCP -3
STM
4
MH 3
786
780.1
789
28
24
3
RCP -3
STM
5
DCI 1
787.4 L
796,6
I
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2 0 3 E �I
I II � III d
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CLEARING LIMITS ( .)
T 1 r � � r1 l ti 0 z'
a,
�
, SIDE SLOPES
R
J"RIPPAP OUTF L f 0 6.2 4
3r 1 SIRE SEE SHEET C`9 I �� �i I NV `% 9 4.8- 8
SLOPES 'FFq 1
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2 "�
!I1�I d 14 6 /'0 3
III 50 100
Graphic
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ALTERNATE WAI I
CONF
O
m
A
a]
END VIEW
TARIFF OF DIMENSIONS
D
t2„
15"
18'
24"
T
2 1/4"
2 -1/4"
2-1/2"
3"
A R
4. 2, -0.
6` 2' -3"
9" 2' -3'
kC' 3' 8"
C
41,.
3' -10"
3' -10"
7 -6'
E L
2'_0 T50 --a
2' -0" 6 730
— tI
3'-0"
4' -C" 6 -2' 1777
30"
3 -5/2,
M1 C` 4' -6'
" -8"
1 6 2" 4 2380
36"
4'
1 5' 3"
2' 11
6'-0" 6. 2" - 532D
42"
4 -1/2"
1' -S' 5' -3"
C2' -11"
6'-6" 8' -2'" i 5920
48"
5"
2' F 6. Q„
2' -2-
7. 0,. j- 8. 2„ 74 70
54"
5 -1/2"
2` °:' 5' -6"
7_90"
7' -6" L 8 -4" 8810
60,;
6"
2• -6' 5'-0"
3' -3"
8`-0° 8 3" ?� RO
66"
6 -1/2"
S7-C- 6' -0"
2' 3
8' - 6" 8 3" p
72"
7,
3' C' 6' -6"
1' -9'
9 - 8,,
0
v
w
U
GENERAL-NE-ES:
1. SEE FORMER NGJv,T STANDARD 310.01 FOR DETAILS.
2. REINFORCEMENT SHALL CONFORM TO THE REQUIREVENTS
OF REINFORCED . ::NCRETE PIPE OF LIKE DIAMETER PP_R
AASHTO M170, 7t!_E 2, WALL B.
1 ALL CONCRETE HE 3600 P.S.I COMPRESSV- S:'2FVGIH.
4, PROVIDE TONGUE 7R SPIGOT JOINT AT INLET EN;- '_ CTION.
5. PROVIDE GROOVE < ?R BELL JOINT AT OUTLE' END ON.
6. THE DIMENSIONS `)R END SECTIONS SHALL SI,HT` =`. IAl_tY
WITH THE TABLE wINOR VARIATIONS WILL HE P_RM D HASED
ON THE MANUFA:: ±RER'S STANDARD FORMS A,7
0
FLARED END SECTION
12" TNRU l2" PIPE
Copyright 2014 OES Group Engineers, LLP
NOTES.
1. RIPRAP SHOULD EXTEND UP REID SIDES OF THE APRON AND AROUND THE END
OF THE PIPE OR CULVERT AT THE DISCHARGE OUTLET AT A MAXIMUM SLOPE OF
L 1 AND A HEIGHT NOT LESS THAN TWO THIRDS THE PIPE DIAMETER OR
C H VFIT HEIGHT.
2. -HERE 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 EOOA• TO THE BOTTOM
WIDTH OF THE RECEIVING CHANNEL. MAXIMUM TAPER TO RECEIVING CHANNEL 5:1
4. ALL SUBGRADE FOR STRUCTURE TO BE COMPACTED To 957 OR GREATER.
5. HE - LACING OF FILL EITHER LOOSE OR COMPACTED IN THE RECEIVING
C 1ANNE_ SHALL NOT BE ALLOWED.
6. NO RENDS OR CURVES IN THE HORIZONTAL ALIGNMENT OF THE APRON
WILL BE PERMITTED.
7. FILTER FABRIC SHALL BE INSTALLED ON COMPACTED SUBGRADE PRIOR TO
P_ACEMEN? OF RP RAP,
8. ANY DISTURBER AREA FROM END OF APRON TO RECIEVING CHANNEL
MUST BE STABILIZED.
(FES z)
;FFC it
R1PRAP APRON, A_ �- ,TFALLS
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TIE FABRIC !N'C SLQPF
NAS r.AL ,N ",.x.
a5o = a'
,f4A 9'
2
LLI
is
NOTE:
DYER OF FILTER FABRIC
mINIMUM H =2/3
aPE AMEtE.R
SECTION S
R1PRAP APRON, A_ �- ,TFALLS
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