SW8000630_APPROVED PLANS_20130701

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW8 0O0�o3o
DOC TYPE
❑ CURRENT PERMIT
© APPROVED PLANS
❑ HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
Z o 3 p -1 o f
YYYYMMDD

REVISIONS
OWNER:
SITE ADDRESS:
NHCo. PARCEL No.
TOTAL PROPERTY AREA
DISTURBED AREA
ZONING
USE
No. OF PROPOSED BUILDING ADDITIONS
No. OF STORIES
BUILDING USE
BUILDING HEIGHT
EXIST. BUILDING
PROPOSED BUILDING ADDITION
\ \ NOW OR FORMERLY
\ \ \ \ NEW HANOVER INTERNATIONAL AIRPORT
\ \ BOOK 1874, PAGE 126 BOUNDARY LINE EXIST. BLOCK RETAINING WALL
b A- 1
N81'53'32"E _ _ _ _ 799.98'
(zoo) (202)
TRANSITION SLOPE 49, MAXIMUM .0 .�
\ x �S S • `T ti 6 �`�
m ✓ 'S'
\ \\ Ll e
EXIST. ASPHALT ACCESS /UNL CZ) EXIST. PIER DOCK FLOOR EXIST. PARKING -
\ \ \ EXIST. D.I. AND PARKING , _ 5• SPACES
\ \ \ RIM 24.5 S - /DNL D(M ti
\ Z INV. 21.5 _
i.5 Q�/1 z NNLD X .�
V 2� EXI TI tE� 2 U y f
DIRT STORAGE AREA W ✓ o- G
z /VNLMD® 0'X ✓y5' EXIST. D.I.
\ 1 O\ \
\ \ o-\ \ OUTPARCEL w_ I ti RIM zs.o �.
NY EXIST. DISTRIBUTION INV. 21.5
\ \ \ \ \ 1.32f ACRES - �Q -2 CENTER
, F.F. EL. 29.0
\ - A\ �gl
c. # 2414
\ W\ '� (2) EXIST. ACTOR =0
PARKING CES <
\ \ J\ (2) EXI3�v. OLLY wZ �^ :•6 ti6 EXIST. PIER DOCK FLOOR X 0y
\ \ \ \ PARKING SPA S vY - fro
OFFICE xP, C(685)
ROA
x
\� \ (2285) RA ��of ��_ >I 2s ✓ti f
;U ✓� \�'� 1 �-- 2> -i EXIST.18"R P -� f -� m cy (>A0
--- 6� MAN GATE ✓ \• 0 O
1, - -- - .�
-+-• -,`•; NCR `-=.W •1C , ,i .yh (1600)
ONCRETE PRIVATE DRIVE •• �..� '' rj \ASPHALT ` I •,. : _,
\ - _L = - - - - - -L - - �- ►--- f- �60 �0 EXIST D I.�'iS x 418 •.
----------------� EXIST. H
CONC. RAMP: 260 ml. - IM. 5.0
EXIST. D.I. - I EXIST. ASPHALT.ACCESS?
RIM 25.5 0
\\f INV. 21.35 / o RPESTING
SXI
IFACILITY ] (270)
I- � - - - - - - - - EXISTING ASPHALT r C) >- X 2� -
\ o➢ I
XIST. DROP INLET EXIST. PARKING
i-
1 �� � D x/
+�t I',I � � I � SPACES
1 y5. � I IJ EXIyIING STONE
\ ro �•-- Z � / AREA
\ I EXIST. 8" SDR 35 PVC SD
00oo X ^ 24.5
W \ ho O Z -
I A D m x EXIST.10" CL 51 I.P. o JG
�\ m F o
CROWN BOX CORP \ \ aye o
2414 N 23RD ST r / { v
R04100-006-001-000 d � 4" C. o p) EXISTING FENCE
- F ��
7.858 ACRES
.03 ACRES I pco X X X X x
N < 2 / EXIST. SDMH��\\
A -I I 11 \'lo // n'o co e RIM 26.0�
m iv / INV. 19.1
--OHE-
1---OHE-- �1'
BUSINESS EXIST. INTERFERENCE
INV. IN 19.5t NM. 19.0
mitt„ L - - \\\
18' f \ ` � -OHE- - - _ � INV. 19.0
15,375 SF
614 SF '7 - - - 6" PVC - - -OHE- - -
XIST. 30" RCP
_EXIST. C.I.
' RIM 23.0
INV. 21.0
_ EXIST. ASPHALT PARKING
' BOUNDARY LINE
NOW OR FORMERLY
LOCATION MAP
NOT TO SCALE
N
W E
s
NEW HANOVER INTERNATIONAL AIRPORT
BOOK 1874, PAGE 126 a
fi-PROPOSED BUILDING ADDITION614 E-4
n MATCHFFINISH FLOOR ELEVATION A- I Z
w
N
N
0
bo
O
�(n
-EXIST. 30" F.E.S.
N82.01'17"E
-► 0
EXIST. C.I.
RIM 23.0
INV. 20.5
-XIST. C.I.
RIM 23.0
INV, 20.0
EXIST. C.I.
RIM 23.0
INV. 19.5
EXIST. TST
z E4
0 r
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Q
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cz
--_- - _
��� � oo f EXIST. 30"F.ES. �-�
.�
2, D 2D.D APPROVED o
�11 J EXIST.30" I
EXIST.TSTJ 8 0 , NORTH CAROLINA ENVIRONMENT w _p v
IMPERVIOUS SURFACES (EXISTING) a C)? ADJUST EXISTING DRIVE ELEVATI N -1 - 17'O ' V MANAGEMENT COMMISSION F-� 0)
EXIST. BLDG. 15,375 SF _ �! FOR SMOOTH TRANSITION 0 EXIST. OOUTLET STRUCTURE H Q) O
EXIST. ASPHALT 102:588 SF 0 - - - - - - - DIVISION OF WATER QUALITY
EXIST. CONCRETE 8,740 SF f L - - LOADING DOCK - - L AG LAJ ° INV. n.2 �W4 0000� '1/1113 1% � � O � �a
TOTAL 126,703 SF b 41. \ o // / C/ V Z co Co.,
IMPERVIOUS SURFACES (PROPOSED) \ \ tFl a IrF+T--,11 : CO
PROPOSED BLDG. 614 SF \ +' O O p
PROPOSED PARKING/ASPHALT -614 SF \ I to +) iw
�
PROPOSED SIDEWALK 0 SF I L N / Qw� �A O�aww
wo
TOTAL 0 SF I \ 1 w N^'
IMPERVIOUS SURFACES TOTAL (PROP+EXIST) 126,703 SF NOW OR FORMERLY
I \� NEW HANOVER INTERNATIONAL AIRPORT E-1 4 ro
PARKING REQUIRED:
PARKING PROVIDED:
NOTE: NO WETLANDS LOCATED ON -SITE
73 SPACES II 1\ �➢�BOOK 1874, PAGE 126
74 SPACES I J I I I 15.0 I A -
EXIST. SDMH
? I x ONE STORY BRICK BUILDING X RIM 23.0 E / EXISTING DETENTION POND
U I m FIN. FLOOR ELEV. 22.64
INV. 18.6 6Rpa$a / I
A I 1 IzIII SITE PLAN
BA I I r ern\ R SCALE 1 "=40
n ,
On Im ONE STORY 3 \} I
METAL BUILDING �1
/
I II � I II I FIN. FLOOR ELEV. 23.94 '� � 40' 20' 0' 40' so'�\
Ix III EXIST.30"F.E.S. / LEGEND
PROPOSED SPOT ELEVATION
120'
_ III L
CONC. WALK CONC. WALK
I / I DROP INLET
// , CURB INLET
o r STORMWATER RUNOFF DIRECTION
-z- AREA
/ \ � zoz I / /� (175) LANDSCAPING
D N L ----- L-�---- ��� ® 6 �? a flz sNz // I LIMITS OF CIS
EIv
w I - - / LL - - - l ' P ° / 0 GRASS LANDS IN��R 2013
I o � �-I
�o BOUNDARY LI
18 RCP I z 118" RCP
LJ
--
\
\\\\11I 1 I111„//
S E A L
' 17374 ' a -
%��j� • �hG I NEB' AI�
OREGO `.
DATE 06-12-13
DESIGN PGT
DRAWN EJW
cl
SHEET 1 OF 1
13012
y

REVISIONS
VICINITY MAP
NTS
SITE DATA
IMPERVIOUS AREA:
BUILDING AREA
15,375 SF
ASPHALT AREA
103,932 SF
CONCRETE AREA
8,437 SF
TOTAL IMPERVIOUS AREA
744 SF
127,744
TOTAL DISTURBED AREA
164,172 SF
REQUIRED:
LANDSCAPING AREA Q
8 , 990 SF
LANDSCAPING AREA PROVIDED:
10,600 SF
PARKING INFORMATION:
MANAGERS
5
DRIVERS
26
OTHERS
2
PARKING SPACES REQUIRED
73
PARKING SPACES PROVIDED
74
BUILDING HEIGHT
30 FT
PROPERTY ZONE
AI
LEGEND
- - 32-- --
EXISTING CONTOUR
PROPOSED SPOT ELEVATION
® 24.47
EXISTING SPOT ELEVATION
®
DROP INLET w/INLET PROTECTION
®
CURB INLET w/INLET PROTECTION
�+- -
STORMWATER RUNOFF DIRECTION
•' f .•s
CONCRETE AREA
(175)
TREED LANDSCAPING WITH GRASS
LIMITS OF DISTURBANCE
GRASS LANDSCAPING AREA
BOUNDARY LINE
X
SECURITY PERIMETER FENCE
--- X
EXISTING SECURITY FENCE
NEW ASPHALT AREA
X TSF X
TEMPORARY SILT FENCE
0
OVERHEAD LIGHTING
BOUNDARY LINE
BLOCK RETAINING
!1
^ _ I WALL
50' 60 124'-4.0" 134'-0.3" 62'-7.8"
�1 ° o °
N81'53'32"E 799.98,y -� - S
�r O6' � ' `o, ? ��,r` _ '��8. -► �� �' -► � �3` c' 23 ., �20 _�� ` (2 ° ,..,'3 5 0
�%'`99 „ 6' °• s S iPoWSM0; SLaPE?S 47, MAXIMUM Sii p 26 �� (1937)
w w 13' 40' _ x
CD
` i _
II W �Y a ASS . ?S rL'1� (1850)`J� �'�� ° m? .� °2SNin ? 24 •`�� ,�
U, !MP CD
s p T j
C.I. NO. 1
RIM 23.0
INV. 21.0
- NEW ASPHALT PARKING
oc • '?3 I °c'v v " 2 w -i -, /'ra'^® PIER DOCK FLOOR °26S fh r 0 PARKING.S \
62 D.I. N0.1 c'S cn IE r1``Um 2 SPACES
c' RIM 24.5 fi..a„® , h BOUNDARY LINE
A ,o W s INV. 21.5
Z,<
25-� < W ryyy F �s ` G a a� N
ow
LIMITS OF
(460) - ,n• O �o'i �� .j o o +> DISTURBANCE
wOw a ' ��•.` h; t5 D.I. No.. -.� �,
' OUTPARCEL /�S N �S I JZ< , p m I ry6. r� INV. 5.0 '-
g 2 Ya S f ', RIM 25.Q I 2
\ ° 1 2f ACRES om s m 1.16
�aN ' " ,. +• �I„'Oo„ c'S DISTRIBUTION CENTEF ' I --' ---� .'^ ' � CONCRETE CURBING
<2SJ v ti� �" W0' �.. 0 m 414 l •, xN.
F.F. EL. 29.0 - `-1
S N�, b .-...-2 , 5T �•, PARKING ES W ., `v� .`,..LLL o b ! 111:. .
W W W
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m L
ba �i°?-•1 'i', ° ° ° i'. DOLLY ?S pz - PIER DOCK FLOOR 9 a N
t ar.'t 3s9 m ?p 2F 2S PARKING Q j1o� iQ" '"'S "
2 SPACES ¢ _
A
.So OFFICE j y ! / (A n A- �
c o Cam\V
-2Sy�
o�+ y S2 �cy6` (685) 'S a ° .W - ;{
0 NEW PARKING ACCESS ( L v f o p ti p U
Cs1
:
tJ�} lsso) + f
2y 2ty, ._ 2 MAN. GA ti f 6 l f 6 .-� - p0 C.I. 23. 2
1 Ji s 8S PRNATE DRIVE so �0 rn N} a J� RIM 23.0 O
-:w.v .,...,..:............, ..,,..� r++.- ,. rrr: p-m....,.. .. ° ° o. a INV. 20.5 F•'1
_. __ _ _._. �,.._.. 5' CONCR WAL
It/ �J MATCH EXISTING GRADE �28.3ty '� w ` N .N of
u, { q, 'p ti6 -'' DI NO. 3°'S�';-I
° m I` RIM 25.0 Sa a 12�-C.I. NO. 3 O
? e INV. 21 35 N , v 0�Z 39_ _ 26 �' INV. rn20 35 230) S ) o RIM 22. W N
0 S RIM 25.52 mm. .._.._. r. _ INV. 20.0
5 S ?NO. 0
0 9, '\\ 0 I, b ----.._1.., .. _.. °�.,I!f 4 �!•'_ .._•_ •_.__-_�° I� NEWc�tSPHALT ACCESS -.! f _ A i' : ..
1 N 1
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Ao .' EP
° Nv; W A jiJ c Np
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INV. 19.5 H
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PROPOSED DETENTION POND
TOP OF BANK 21.0
FLOOD POOL 20.0
O
NORMAL POOL 18.0
BOTTOM 11.0
y
APPROVEDP ?'
MORPH CAROLINA ENVIRO ENTAL
O
MANAGEMENT COMMISSION
DIVISION OF WATER QUALITY
Deb l9n/�
�T � V
\\`111t\11u iryr l[�(Uyq
/'/%/
awmwmw PwmR No
.•q-,(i
1-
1737*
;r
A�G 1 2000 fi
ATE 08-04-00
'�✓' �'A'A �g2lyiF:I?
DESIGN PGT
J AUG 0 4 2000
DRAWN MVL/KAP
SITE PLAN cl
1" = 40'
SHEET 1 OF 2
99113

■
2X4 WOOD
U_
WOOD FRAME
DROP INLE
w/GRATE
WOOD OR STEEL STAKE
FABRIC
,
'!
1
ul
RUNOFF WATER
w/SEDIMENT- (1:
SEDIMENT
BURIED FABRIC SKIRT
AS DIRECTED BY ENGINEER
BURIED FABRIC SKIRT
WOOD OR
STEEL STAKE
-22
'1 AT CORNERS
,
NOTES:
1.
AS SYNTHETIC FABRIC, USE A PERVIOUS SHEET OF NYLON,
5.
TO PROVIDE NEEDED STABILITY TO THE INSTALLATION, FRAME WITH
POLYESTER, OR ETHYLENE YARN -EXTRA STRENGTH
2x4-INCH WOOD STRIPS AROUND THE CREST OF THE OVERFLOW
(50 L8/ 11NCH MIN.) -THAT CONTAINS ULTRAVIOLET RAY
0
AREA AT A MAXIMUM OF 1.5 FT ABOVE THE DROP INLET CREST.
INHIBITORS AND STABILIZERS. FABRIC SHOULD BE SUFFICIENTLY
S.
PLACE THE BOTTOM 12 INCHES OF THE FABRIC IN A TRENCH AND
POROUS TO PROVIDE ADEQUATE DRAINAGE OF THE TEMPORARY
SEDIMENT POOL. BURLAP MAY USED FOR SHORT-TERM
BACKFILL THE TRENCH WITH AT LEAST 4 INCHES OF CRUSHED STONE
APPLICATIONS. IT MUST BE REPLACED EVERY 60 DAYS.
OR 12 INCHES OF COMPACTED SOIL.
2.
CUT FABRIC FROM A CONTINUOUS ROLL TO ELIMINATE JOINTS.
7.
FASTEN FABRIC SECURELY TO THE STAKES AND FRAME. JOINTS MUST BE
OVERLAPPED TO THE NEXT STAKE.
3.
FOR STAKES, USE 2x4-INCH WOOD(PREFERRED)OR EQUIVALENT
METAL WITH A MINIMUM LENGTH OF 3 FT.
8.
THE TOP OF THE FRAME AND FABRIC MUST BE WELL BELOW THE GROUND
4.
SPACE STAKES EVENLY AROUND THE PERIMETER OF THE INLET
ELEVATION DOWNSLOPE FROM THE DROP INLET TO KEEP RUNOFF FROM
BYPASSING THE INLET. IT MAY BE NECESSARY TO BUILD A TEMPORARY
A MAXIMUM OF 3 FT APART, AND SECURELY DRIVE THEM INTO
DIKE ON THE DOWNSLOPE SIDE OF THE STRUCTURE.
THE GROUND, APPROXIMATELY 18 INCHES DEEP.
TEMPORARY FABRIC DROP
INLET EROSION CONTROL
SEE PLAN FOR PIPE
ORIENTATION
I---I--�---�
I I I I
CASTING
NOTE: USE DEWEY BROS.
CH-BN 3A FOR CATCH
I I FFORI YARD DINLETSBN-47
CONC. COLLAR
C
A0
3000
SEE PLAN
VARI
REFER TO NOTE 2
�1" CHAMFER BOTH SIDES
VARIES REFER
TO NOT- 1 0.5"
SLOPE
1 ,• G 6
_ I
#4 BENT SPACED 024" O.C. J / \ AGGREGATE BASE
5-#4 (BREAK 4" ® ALL E&S JOINTS J \\60�GEOTEXTILE FABRIC
MPACTED SUBGRADE
NOTES:
1) USE 5" HIGH CURB FOR TRAILER AND AUTO
PARKING, 8.5" FOR TRACTOR PARKING.
2) GUTTER WIDTH VARIES: 3'-0" 0 PERMANENT TRAILER BACK -IN,
V-6" ® TRACTOR & AUTO PARKING & WHERE CURB & GUTTER ARE
REQUIRED FOR DRAINAGE & NOT USED FOR TRAILER PARKING
CONCRETE CURB & GUTTER
PLAN
NTS
PLAN SECTION A - A IRA U�o%
N •_n". PR D
ENT ENERGY DISSIPATOR
NTS
I- NOTE:
DROP INLET TO HAVE SAND
TRAP DROP FOOTING 12 &
SECTION LEAVE OPENING AS SHOWN
DROP ' INLET DETAIL
NTS
x
=)O�o
UJ
L>_Q
03
YW
Up
gin DD
3Cg0 TDRNO. 2"/ rgfS? M EL CH-BN-2001
APPROV D EQUAL-- r-ASPHALT PAVEMENT
PRE -CAST
Flow - - - U
3000 PSI CONC. gg'EEEE ��qqNN P.
ORIENTATIONO& SIZES
SECTION
CURB INLET DETAIL
NTS
GA. o DO
WIRESI U�
W
J
LL
?5"
ASPHAL
CURB
ASPHALT EXTRUDED
CURB SECTION
NTS
STEEL OR WOOD POST
WIRE FABRIC
FILTER FABRIC
o p I I ANCHOR FABRIC SKIRT
AS DIRECTED BY ENGINEER
I o
M0
H u
NOTES:
1. FENCE FABRIC SHALL BE A MIN. OF 32" IN WIDTH AND
SHALL HAVE A MIN. OF SIX LINE WIRES WITH 12" STAY
SPACING.
2. FABRIC SHALL BE FOR EROSION CONTROL AND MIN. OF
36" IN WIDTH. FABRIC SHALL BE FASTENED
ADEQUATELY TO THE WIRE FABRIC AS DIRECTED BY THE
ENGINEER.
3. STEEL POST SHALL BE 5'-0" IN HEIGHT AND BE OF THE
SELF -FASTENER STEEL ANGLE TYPE.
4. WOOD POST SHALL BE A MIN. OF 6' IN HEIGHT AND 3'
TO 4' IN DIAMETER. WIRE FABRIC SHALL BE FASTENED
TO WOODEN POST WITH NOT LESS THAN #9 WIRE STAOLE
1 1/2" LONG
TEMPORARY SILT FENCE
TOP OF BANK
EL. 21.0
Z
NORMAL POOL _ O
EL. 18.0
1 FOREBAY 11
BOTTOM EL. 15.0 -J
3 3
12
SITE WORK NOTES
1.
THE CONTRACTOR SHALL VISIT THE SITE AND BECOME FAMILIARIZED WITH EXISTING
CONDTIONS BOTH ON AND IMMEDIATELY ADJACENT TO THE SITE.
2.
CLEARING: CONTRACTOR SHALL REMOVE ALL TEES AND VEGETATION WITHIN LIMITS
OF CONSTRUCTION UNLESS OTHERWISE DESIGNATED TO REMAIN.
3
GRUBBING AND STRIPPING: OVE ROOTS, MPS,
�S �UCTU CTOR
HABOVEALL AANDKE ABELOWND MGRADE,
6'
VEGETATION, DEBRIS, EXISTING ES ORGANIC
ABANKMENT
MATERIAL OR ANY OTHER UNSUITABLE MATERIAL WITHIN LIMITS OF CONSTRUCTION.
4.
MUCKING: CONTRACTOR SHALL COORDINATE WITH OWNER AND THEIR GEOTECHNICAL
FLOOD POOL EL. 20.0
REPRESENTATIVE TO COORDINATE REMOVAL OF ANY SOFT AREAS.
-
5.
DISPOSAL: CLEARED, GRUBBED, STRIPPED OR OTHER WASTE MATERIAL SHALL BE
REMOVED FROM SITE AND DISPOSED OF IN A PROPERLY PERMITTED FACILITY.
6.
FILL AND COMPACTION SHOULD COMPLY WITH GEOTECHNICAL REPORT.
NORMAL POOL EL. 18.0
7.
THE CONTRACTOR SHALL NOTE THAT THE GRADING PLAN MAY NOT REPRESENT A BALANCED
EARTHWORK CONDITION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CUT AND
EL 1 7.0
1�
FILL QUANTITIES AND COMPLETE INSTALLATION TO SPECIFIED GRADES.
MAIN POOL
8.
THE CONTRACTOR SHALL FURNISH SUITABLE BORROW MATERIAL FROM AN OFF -SITE
6
PROPERLY PERMITTED FACILITY AS REQUIRED.
1
9.
THE CONTRACTOR IS RESPONSIBLE FOR THE LOCATION AND PROTECTION OF ALL
3
EXISTING UTILITIES DURING CONSTRUCTION. BEFORE COMMENCING ANY EXCAVATIONS
BOTTOM
IN OR ALONG ROADWAYS OR RIGHT-OF-WAYS, PUBLIC AREAS OR IN PRIVATE
EL. 11.0-
EASEMENTS, THE CONTRACTOR SHALL NOTIFY ALL APPROPRIATE PERSONNEL OF
THEIR INTENT TO EXCAVATE, IN WRITING, NOT LESS THAN 10 DAYS PRIOR TO EXCAVATING,
10.
THE CONTRACTOR SHALL BE RESPONSIBLE TO COORDINATE DISCONNECTION/
RECONNECTION AND/OR THE RELOCATION OF ALL EXISTING UTILITIES WITH
APPROPRIATE PERSONNEL.
11.
EXISTING SURVEYING PERFORMED BY MICHAEL UNDERWOOD AND ASSOC., P.A. AND SUPPLIED BY THE
THE CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS AT THE SITE FURTHERMORE
DETENTION POND & FFOREBA SECTION THE CONTRACTOR SHALL REPORT ALL DISCREPANCIES OR QUESTIONS TO THE ENGINEER
PRIOR TO INSTALLATION.
NTS 13. THE CONTRACTOR SHALL PROVIDE ANY AND ALL LAYOUT REQUIRED TO CONSTRUCT
HIS WORK UNLESS OTHERWISE DIRECTED BY OWNER.
14.
ALL PVC UTILITY MAINS SHALL BE INSTALLED WITH A MINIMUM OF 36" COVER
AT FINAL GRADE.
15.
ALL SERVICE CONNECTIONS SHALL BE INSTALLED TO MEET ALL LOCAL AND STATE CODES.
METERS, TAPS, MATERIALS, WORKMANSHIP AND ALL FEES SHALL BE THE RESPONSIBILITY
I�
•
OF THE CONTRACTOR AND SHALL COMPLY WITH ALL REQUIREMENTS.
COMFORM TO NCDOT STANDARDS INCLUDING
16.
ALL PAVEMENT, BASE AND SUBGRADE SHALL
A=7
A'
WORKMANSHIP, MATERIALS AND EQUIPMENT. APPROPRIATE BARRICADES, SIGNS, LIGHTS
I-24' RJ
nE
OR OTHER TRAFFIC CONTROL DEVICES SHALL BE PROVIDED IN ACCORDANCE WITH NCDOT
•I
TO MAINTAIN SAFETY AND TWO WAY TRAFFIC.
17.
ALL AREAS SHALL BE GRADED FOR POSITIVE DRAINAGE. THE CONTRACTOR SHALL REPORT
L
ANY DISCREPANCIES TO THE ENGINEER PRIOR TO INSTALLATION. ALL AREAS SHALL BE
SLOPED TO DRAIN AWAY FROM BUILDINGS AT ALL TIMES.
4'� n'�16�L
18.
CONCRETE STORM DRAINAGE PIPE SHALL BE CLASS III WITH RUBBER GASKETED JOINTS
rL6,L
AND INSTALLED IN ACCORDANCE WITH MANUFACTURERS REQUIREMENTS.
PLAN
19.
USE WHITE LANE MARKING PAINT FOR ALL PAVEMENT MARKINGS. PAINT SHALL BE A
CHLORINATED RUBBER ALKYD, FS TT-P-115, TYPE III, FACTORY MIXED, QUICK DRYING,
GAV. BAR GRATING - 1' x 1//8' BEARING BARS. FASTEN WITH
NON BLEEDING. REFLECTIVE MATERIAL MAY BE ADDED AT OWNER'S OPTION FOR
NIGHT REFLECTING.
TYPE J CUPS. ATTACH TO 1-i/4' x i-1/4" 0/4'��N ATTACH GALVANIZED WIRE
ANGLE FRAME. MORTOR FRAME TO T3P OF CLOTH OVER SMALL DIAMETER
TOP OF BANK 3 ORIFICE 8 MESH .020 WIRE
20.
FIELD TESTING SHALL BE DONE BY AN INDEPENDENT TESTING LABORATORY PAID FOR
BY THE OWNER. FURTHER TESTING REQUIRED DUE TO A FAILED TEST WILL BE
NOTES:
1. SIDEWALK THICKNESS SHALL BE 4" UNLESS NOTED OTHERWISE.
2. CONTRACTION JOINTS (C.J.) SPACE SAME AS SIDEWALK WIDTH.
3. THICKEN SIDEWALK TO 6" AT DRIVEWAYS.
4. THICKEN SIDEWALK TO 6" IN LAST 3' WHERE IT ABUTS PAVEMENT
WITH NO CURB.
5. 1/2" EXPANSION JOINT (E.J.) REQUIRED AT 50' MAX. AT SIDEWALK
JUNCTIONS, AT STRUCTURES, AND AS NOTED ON SITE PLAN.
6. PROVIDE A LAYER OF 15# BLDG. FELT BETWEEN WALK AND ADJACENT
PARALLING CURB OR STRUCTURE.
7. REINFORCE w/6x6-10/10 W.W.M.
40' MAX. SPACING
.d
4
e
G.
.JAI
PLAN BLDG.-STRUCTURE
1/8"R TOOLED 1/4"x1" DEEP w/AN
JOINT �1/8"R TOOLED JOINT
e a,
JOINT EXPANSION
JOINT MATERIAL J
} /6" ABC STONE(NCDOT)
6" ABC STONE(NCDOT)
EXPANSION JOINT (E.J.) CONTRACTION JOINT (C.J.)
SIDEWALK JOINT DETAILS
NTS
WHERE RUNOFF IS DIRECTED
AWAY FROM CURB, GUTTER 2'-0"
SHALL SLOPE AWAY AS SHOWN 1'-6" 6"
CLASS A CONC.
ASPHALT 1
SLOPE 3 �3"R 0
.1 /8"R
e
DRAINAGE AWAY FROM CURB
CLASS
ASPHALT
DRAINAGE TOWARD CURB
CURB SECTION
NTS
D POOL 20.0
PAID FOR BY THE CONTRACTOR.
CONSTRUCTION SEQUENCE
L- 1.
I2C
NO CUT SLOPE OR FILL SLOPE SHALL EXCEED A RISE OR FALL OF ONE FOOT FOR
24"
EVERY RUN OF 3 FEET (1 VERTICAL TO 3 HORIZONTAL).
I 2.
NO SEDIMENT WILL BE ALLOWED TO EXIT THE SITE. ALL EROSION SHALL BE CONTROLLED
INCLUDING SIDE SLOPES DURING AND AFTER CONSTRUCTION.
RMAL POOL 18
I I hp� 18. 3.
INSTALL PRIMARY EROSION CONTROL MEASURES BEFORE BEGINNING CONSTRUCTION INCLUDING
17io
BUT NOT LIMITED TO GRAVELLED CONSTRUCTION ENTRANCE, SILT FENCE, CHECK DAMS, ETC.
NV.
S
INSTALL ALL SECONDARY EROSION CONTROL MEASURES AS SOON AS POSSIBLE AFTER BEGINNING
TEMPORARY
CONSTRUCTION.
GRAVEL 4.
ALL EROSION CONTROL MEASURES TO E INSPECTED AFTER EACH RAIN.
1&'" ar n• hL FILTER
SILT FENCE, SILT TRAPS, AND INLET PROTECTION TO BE CLEANED WHEN HALF FULL.
5,
IF APPLICABLE, CONSTRUCT PROPOSED RETENTION POND TO ACT AS A SEDIMENT BASIN
BOTTOM 11.0.
SECTION A - A
DURING CONSTRUCTION. REMOVE ACCUMULATION OF SILT AS REQUIRED TO ALLOW PROPER
THE COMPLETION OF CONSTRUCTION.
FUNCTIONING. RESTORE POND TO DESIGN LEVELS AT
DETENTION POND OUTLET STRUCTURE 6.
IF APPLICABLE, INSTALL DROP INLETS WITH INLET PROTECTION TO ACT SILT TRAPS
DURING CONSTRUCTION. REMOVE ACCUMULATED SILT AS NEEDED TO PREVENT SILT FROM
ENTERING STORM DRAIN PIPING.
NTS 7.
A 4" LAYER OF TOPSOIL SHALL BE APPLIED TO ALL NEW AREAS TO BE GRASSED.
B.
ALL DISTURBED AREAS SHALL BE SEEDED IN ACCORDANCE WITH SEEDING SCHEDULE AS
LATE WINTER do EARLY SPRING
TEMPORARY GRASSING DETAIL
SEEDING MIXTURE
SPECES RATE (Its/acre)
Ry
e
lespedezo (Kobe In 120
Piedmont and Coastal Plain,
Korean in Mountains) 50
Omit annual lespedeza when dumlion of temporary cover in not to extend
beyond June.
SEEDING DATES:
Mountain• - Above 2500 R: Feb. 15-May 15
Belau 2500 fL Feb. 1-May 1
Piedmont - Jan. 1-May 1
Coastal Plain - Dec. 1-Apr, 15
SOIL AMENDMENTS
Follow recommendations of Boil tests or oppy 2,000 Ib/acre ground ogrIcul-
tural Iimestom and 750 Ib/acre 10-10-10 to illizer.
MULCH
APPLY 4,ODO LB ACRE STNW. ANCHOR STRAW BY TACKING WITH ASPHALT, NETTING,
OR A MULCH ANCHORING TOOL A DISK WITH BLADES SET NEARLY STRAIGHT CAN BE
USED AS A MULCH ANCHORING TOOL
MAINTENANCE
Referttltze N growth Is not fully adequate. Rsued, refertRize and mulch Im-
med'atey following erosion or other damage.
TEMPORARY SUMMER GRASSING DETAIL
SEEDING MIXTURE
SPECIES _gam jib/acre)
GERMAN MILLET 40
IN THE PIEDMONT AND MOUNTAINS, A SMALL -STEMMED SUNDA GRASS MAY BE
SUBSDRRED AT A RATE OF 50 LB/AM
SEEDING NOTES
MOUNTAINS - MAY 15-AUG. 15
PIEDMONT - ANY 1-AUG. 15
COASTAL PIA/ - APR. 15-AUG. 15
SOIL AMENDMENTS
TLIOW MESTONE 750750 LLBB/AACRE IO�OOU-1o�FERDL� �/ACRE GROUND AGRICUL-
TURALMULCH
APPLY COOD LB/ACRE STRAW. ANCHOR STRAIN BY TACKING WITH ASPHALT, NETTING,
OR A MACH ANCHORING TOOL A DISK WITH BLADES SET NEARLY STRAIGHT CAN BE
USED AS A MACH ANCHORING TOO.
MAINTENANCE
REERTWRE IF GROWTH IS NOT FULLY ADEWAIE. RES®, REFERRBLRE AND MULCH M-
MMIXTELY FOLLOWING EROSION OR OTHER DAMAGE
TEMPORARY FALL GRASSING DETAIL
SEEDING MIXTURE
SPMES RATE (lb/acre)
Rye (grain) 120
SEEDING NOTES
MOUNTANS - AUG. 15-DEC. 15
COASTAL PLAN and PIEDMONT - AM. 15-DW 30
SOIL AMENDMENTS
FOLLOW LIMESTONEOIALTESTS H 1D ,OW�IB/IPLL'YRE210-1
000 0 10 FERTI�U2gD AGPoCULTURN.
MULCH
APPLY 4.000 LB/ACRE STRAW. ANCHOR STRAW BY TACKING WITH ASPHALT. NETTING,
OR A MULCH ANCHORING TOOL A DISK WITH BLADES SET NEARLY STRAIGHT CAN BE
USED AS A MULCH ANCHORING TOOL
MAINTENANCE
Repair and refertilize damogatl areas immediately. Topdreas with 50 Ib/acre
of nitrogen in March. if N Te neceeeary to extent temporary cover beyond
June 15, averomd with 50 lb/acre Kobe (Piedmont. and Coastal Plain
or Korean (Mountains) lespedeza In late February or early March.
SOON AS POSSIBLE BUT NO LATER THAN 30 DAYS AFTER DISTURBANCE.
ALL SLOPED AREAS TO BE SEEDED NO LATER THAN 15 DAYS.
9. MAINTAIN ALL EROSION CONTROL MEASURES UNITL PROJECT IS COMPLETE.
10. MORE STRINGENT MEASURES MAY BE REQUIRED TO HALT EROSION IF THOSE ON THIS
PLAN PROVE TO BE LESS EFFECTIVE.
11, REMOVE ALL TEMPORARY EROSION CONTROL MEASURES UPON COMPLETION OF CONSTRUCTION.
ALL PERMANENT MEASURES SHALL BE WELL ESTABLISHED PRIOR TO PROJECT COMPLETION.
MAINTENANCE REQUIREMENTS
1. CONSTRUCTION ENTRANCE MUST BE MAINTAINED TO PREVENT MUD OR SEDIMENT FROM LEAVING
SITE. PERIODIC TOP DRESSING WITH TWO INCH STONE MAY BE REQUIRED.
Z ALL EROSION AND SEDIMENT CONTROL PRACTICES WILL BE CHECKED FOR STABIUTY 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.
3. SEDIMENT BASINS WILL BE CLEANED WHEN THE LEVEL OF SEDIMENT REACHES 2.0 FEET
BELOW THE TOP OF THE RISER. #57 GRAVEL WILL BE CLEANED OR REPLACED WHEN THE
SEDIMENT POOL NO LONGER DRAINS PROPERLY.
4. 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 AS NECESSARY
TO MAINTAIN A BARRIER.
5. 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.
SPRING -SUMMER
PERMANENT GRASSING DETAIL
SEEDING MIXTURE
SPMES RATE fib/acre)
PENSACOLA BANGRASS 50
SERICEI LESPEDEZA 30
Co1MON BERMUDPGR155 10
TALL 50
SEEDING NOTES
1. WHERE A NEAT APPEARANCE IS DESIRED, DART SERIMA
2. USE COMMON BERUDAGRASS ONLY ON ISOLATED SITES WHERE R GRIND, BE-
COME A PEST. BERMUDAGRASS MAY BE REPLACED WITH 5 b/ocre CENTIPEDEGRASS.
SEEDING DATES
APRIL 1 - JULY 15
SOIL AMENDMENTS
APPLY LURE AND FERiII= ACCORDING TO SOIL TESTS, OR APPLY 3.000 lb/acre
GROUND AGRICULTURE LIMESTONE AND 500 lb/am f0-10-10 FLHI ZER.
MULCH
APPLY 4.00E ItsNave GRAIN STRAWOR BXMA ENT COVER OF ANOTHER SUITABLE
MULCH. NiC♦Idf By
rACKINo WIN ASPHALT. ROVING. OR NETTING OR BY CRIMPING
WITH A MULCH ANCHORING TOOL. A DISK WITH BLADES SET NEARLY STRAIGHT CAN BE
USED AS A MULCH ANCHORING TOW..
MAINTENANCE
REFERRUZE THE FOLLOWING APRIL WITH 50 lb/acre NITROGEN, REPEAT AS GROVE H
REWIRES. MAY BE MOWED ONLY ONCE A YEAR WVEIIE A FEAT APPEARANCE IS
DESIRED, OMIT SERICEA AND MOW AS OFTEN AS NEEDED.
FALL -WINTER
PERMANENT GRASSING DETAIL
SEEDING MIXTURE
SPECIE RATE Ob/acre)
TAM FESCUE (BLF,ND OF TWO OR
WE THREE
IMPROVED VARIETIES) 200
SEEDING DATES
JANUARY - APRIL
AUGUST - DECEMBER
SOIL AMENDMENTS
APPLY LIME AND FT:MIL.QER ACCORDING TO SOIL TESTS. OR APPLY 3.000-5.00o Ib/ova
GROUND AGRICULTURAL LIMESTONE (USE THE LOWER RATE ON SANDY SOILS) NO
1,000 b/oars 10-10-10 FERTILIZER
MULCH
APPLY 4.Z acre GRAN STRAW OR EOUIVAENT COVER OF ANOTHER SUITABLE
MULCH. AMC ItsSTRAW BY TACKING WITH ASPHALT, ROVING, OR NETTING OR BY CRIMP-
ING WITH A MULCH ANCHORING TOOL A DISK WITH BRIDES SEr NEARLY STRAIGHT CAN
BE USED AS A MULCH MICHORM TOO.
MAINTENANCE
FERTILIZE ACCORDING TO SOIL TESTS OR APPLY 40 Its oora NITROGEN IN UNUAff
OR FEBRUARY, 40 lb IN S07DAM AND 40 b IN NOVEMBER. FROM A 12-4-8, '31
18-". OR SIMILAR TURF FETIUZFR. AVOID FE TILfZETOR APPLICATIONS DUING
WARN WEATHER THIS •S INCREASES STAG LOSSES DISEASE RESEED. fER1I.�.
AND MULCH DAMAGAD AREAS IMMEDIATELY. MOW TO A HEIGHT OF 2.5-3.5 1K1(:HES
AS NEEDED.
REVISIONS
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PRINTED
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SHEET 2 OF 2
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NOW OR F-(�RVE Lt' REVISIONS
BOUNDARY LINE at�,
e Description By
NEW HAi�It��IER ENrERNA II�,N�aL AIRPORTRT
GP G� BOOKi874 PAGE 126 I BLOCK RETAINING
WALL
A -I
ON R °NEz �R 1` �! § 50, 60' 124'-4.0" 134'-0.3" 82'-7.8" ° 0 63,
N °
G GA AIRPORT 13LVD N� 3'32"E m 799.98, m 23 L JS o
c�7r�L� nw. a mwmmm x mm n v
». a711� 0 1° 23 ` FU` �?, '`r ?F - y Os _. s s ? �26 N ..•.� ®n.. ��.. 2d (204).,,_ 2 , .S� o
0."§ §` m rl S Q9 ?6 2S, 2s O�?3 ?� ?6 -� 26.E > , p
ON cv cu S - W •S TRAWSIT0 % E 4z MNAMUN v` ,9 ``T337}-
D 13' OI O' a• �' °``D \� C.I. NO. 1 -.
_ 26 �6 0 6 i O T
? m 6 I I h0 ". RIM 23.0
r Z_ •� i, ? 1G ?s tv >\� ° 6m ` NtT ?S v2q '{ �.. F°[h4 r.. !)
W Y t F m 5 S ry' (1850) .> tiry °o ^0 �Gm�'S9\ r 2' ? Sn: 'INV, 21.0 I
N \? O I �. N �`>> s S t-
y 1 NEW ASPHALT PARKING
CD
1 �g , p W PIER DOCK FLOOR o h J S
CD
N y 2 rs D.I. N0.1 r W ? N . ro.mmm ?sF�vS h, OS
PARK a �` \
RIM 24.5 > cis „",,,°Cs 1`` �6 PACES !'l, BOUNDARY LINE
r• v INV. 21.5 W !. <' ` `0 E(1',T11'1 'E-h:a_
VICINITY MAP 5 4 ?
NTS i 'J1 i-25 '� y o ?s ffx
` G NR } X LIMITS OF
1�. - - + �qy� Cn•' t (460) .� k - 0 9. �p ( { o 'o. a '\ DISTURBANCE ,
m o h b.1. NO. ?
q �a�?S ni ?S Jz� r'p .�_.' rwovm aj` R� `I� : RCo IN- IM 25.0 3 � •? r
OUTPARCEL +�
Ica32± ACRES _ 09 6 m Fern + ^ N A I CONCRETE CURBING
m x a A W C14y, ooy S DISTRIBUTION CENTER y
'ss { ?S �a tk^ W O F.F. EL. 29.0
�4 C11 ?S tiW'W y ii 2414 m
1 i S%" m m I 2' 2 3 2 � f N(?><•! OR FOR,INERI_Y°
ACES r " LIPq L _ o
` TOR '+ ? ? I ti
v ti r,,.. VAL AIRPORT 3
4. S ? 25• PARKING E '1.,� h ,I o at �,,:r NI:r.4'`i I-Ira.j,jEl" INTERNATIONAL
8 CdNCR o 0 0 OK 1 H 4, PAGE `9 \ CP ° h URBlNG BOOK t CE < C� w ( )
DOLLY ?9 c:?d„ W .. - PIER DOCK FLOOR
!� PARKING
2 SPACES ry ( ? o
M
Ir to c� t j110, �! Q� ?S> ° ' 5 OFFICE
685 a6s ,`r: c'6' 0•.n� J W ti. JO (O ,'o
( ) Q
ANING (1950) -� f ~?>?g\y `L > -_�► d/`I' 0 -►F�i 2 ?S .•,.(•y o
NEW HALT ACCESS -
D NW V
II? .._ ., _ _v 6. MAN. GATE f I. / m : f 6 S-110
(150 ) "t
S\. 'I O i .' • C.I. NO. 2 H
- - -
.RSPN,hL"f `� t'`�hCfYE1'e S PRIVATE DRIVE 's�. N rT
-
80 k..-.m< '.rn ^ ...... ��Qµ °a }m NIV. 20.5 O
a5 ° .._-___ ., .:�.nrw�. .:..,: ,�,,.«.ham,.,».„+ CONCRETE WAL n r .. A
bp _ �26.3ty J- ,� KO • ` 1 �?
MATCH EXISTING `J w t 6' D.I. N0. 3 S •m+ � �+ cn ;ro. w
I i RIM 25.0 'S o a C.I. N0. 3 O
__'Q> 'S 2S 1 \, { 26. INV. 20.35 2 o W
' r._. 3, _.._ D.I. NO. 2 2Z39- 0 P �
r
1 RIM 23.0
_.!r m S \ ?O J \ RIM 25.5 a-- �-- 1 ..�.-,�, ( ) ` l" .; INV. 2D.0
INV 21.35 fN •� _ iol E.�i IN'= s + '�'•
�' CARS `Sd1�:ILITt 1 _ ( j�
NEW �1SP'1ALT ACCESS t-°,,.m.t -� "� t -J^'. ! w E V
_ ._..._.�_.� O ' j Zj
m n' m� �� �• mob, N W
n m Y C ( _-51 li o o �,. o X o •� r-, i q
t tDi • 1! ? S {7 \ tT". f�"''` z
r� � � � � '• � EAUTO PARK1 G �"' o
�`` r. P 32 SPACES a 0 a �1
CO 4
F.xl��`I lifE�3 STONE
AREA 1 1 �FL,j-/y1 O
EpS N N rv, W ' w Y� .. z. • ,,.
M <°S b
C') tti ff \ c'y ? 2J. - r, ;N w
W V t�� Z'� m yNj `� �r"6° �e , 0' l _ ( Y"'
cWo a r' S s , c �" ° '§' ' W O
l i J
W �
$ ' `••.` f G .41
EXISTING FENCE - i�
j -. _ _ z
- '� X K '` x��`` -� �� o c�nN0. 4 W ,�
AO� °? ° < c n� m % ✓ yk\ mot' RIM 23.0
1.88 ?q 2s J--`-'r<•m/ m INV. 99.5 - -
1y1* 02) d
40- N
1 511E DATA I ` IlE`� .N - ` ` �F. %< CM 28.0 2 � r
V
INV.�9.1 m `\ m 1 hI Ij m
oN o� `•• '" 3d �% { 71V 2• 1 1
IMPERVIOUS AREA t �4 6ti m a, ° ( ° y \ 6:
S 2 N N r✓ W'+. 1�..�'I ---- �. N m m m �t'"1 �1�. < I� ES `' .� �! 39
BUILDING AREA 15,375 SF , N P.
A m m m G W W LL� ( \\
p .C,ti > /2 •�, Z 01 L.�-G ---- '-t'^' . N \ N N l N f r •
ASPHALT AREA 103,932 SF I og - n W > S a r - .,:.s -®'' c N, o ��
a N 6" -'e F' •-`ONE -N n' � � f - �. N o � ° � � 0 ✓ /^m f � � i � w
CONCRETE AREA 6,437 SF N m o v ti rn N f' j i
„ v C) > n A s - - N s-MAERFERENC MH \ S V. 5 r N
TOTAL IMPERVIOUS AREA 127,744 5F
I A i 1 o > M _ -w �_ �// ' j 10'X10'X -eE.D. / I f0
'<�' I - .. -_ RIM 24.0 �r� `•,-•, ,r..^w' _ tt WETLANDS :.
` - S` 2 °_ N --1NV. 49.0 3 - _ %��- 0.08 AC.t F"�
TOTAL: DISTURBED AREA ' 164172 SF � �, Je ; W �"� '--- ---- ""' "�--
LANbSCAPING AREA REGUIRED: 6,990 SF n ' t N - sz'�z °^-0 232s i 23 26� v� 2s,' cn } ::::::::' -+
Oj. v� Ni ' ,_..- `• - �• I o
LANDSCAPING AREA PROVIDED: 10,600 SF
_°23)7�� �
PARKING INFORMATION: " �41 LUP.UINi DOCK AC INV 21 5 30"F.E.S. INV. 17.0 U `:
•. r
MANAGERS g J
Aa °U -� ��._ �_ e 2z ` L _ _ _ 92' w/2D x2o'x18° E.D. o C
r ,
2 W
t 41 �S
DRIVERS, 26 1 °M e >j - - �_ _ ___ ., N ti +�' 4-J 1f0 CO
>~ ti
OTHERS 2 m W ` .9 ,O �II Cl) 0 I
PARKING SPACES REQUIRED 73 t ` o �r § OUTLET STRUCTURE r-, F'CID Z` � z
(I N e r INV.
20.0
72 FW
PARKING, SPACES PROVIDED 74 , $ ` o� 1 0 - $e O ,
04 . I .' • A P ' o
PROPERTY ZONE AI 7! 1^� /�
BUILDING HEIGHT 30 FT tul
m
� 40 C� K35 a
i a % o NOW OR FORMERLY
R N Oe CP U i •• f ) 1 ? >
rn m I < ,/ NEW HANOVE IN?ERD'IP,TIi.NAL AIFPO T �
W
` W •• ^
N n/r � 1 SC3C�K I�fa1, F',�,GE '1?6 � � _�y w
r 1 1�+ +i cd Cu
A -I. � dC .ram. a -Dr.
I .
.'• �N ONE STORY BRICK BUILDING � �; � � � I PROPOSED DETENTION POND
LEGEND of I FIT-1. F OOR ELEV. E v. {
o w / f TOP OF BANK 21.0
C3 rr 7 > I SDMH N0. 3FLOOD POOL 20.0
EXISTING CONTOUR N n RIM 23.0 0 ° /� NORMAL POOL 180
.- - �. INV. 18.6
I BOTTOM 19.0
�� ONE S'I'01?y'
PROPOSED SPOT ELEVATION i
® DROP INLET w/INLET PROTECTION i o �• l
MET��:I_ BUILDING
CURB INLET w/INLET PROTECTION a, FIN. FI_tJt3R EI_EV. 2:94 mr
-�1 - STORMWATER RUNOFF DIRECTION . gar r t�( / \' t A�i�'F�' uiiurr rr ? T Nc
N zi �. ` w/ 0 z20 x18 1E.D. J W 1 15. rho > - V T .., ���\\ 'e,•�• 1:55/q�i1� ��
1.a .s. CONCRETE AREA n m r 4 I // o f S e A L =
( ) TREED LANDSCAPING WITH GRASS 4 ?�3� // `t �v 2 y•. 1�aa4kL
_
175 0 tl:
�- -®-- -- - LIMITS OF DISTURBANCE
AUG 1
O R00 .........
, i -; o �• o j� � .._ �-----s,....:.._,.. �• '..,_..._-.-_ C�1P11'. WALK m-_.... ,.23.5 N; :. J. N. 2u' � � ( A�
GRASS LANDSCAPING AREA O w C.ONC. VdALk. m IARf\\``\
pp�yN Nop I
BOUNDARY LINE FOON� RT ° 19c9©
yyIw `" N
X SECURITY PERIMETER FENCE i N w
Z SET a ° Ca Noy ' r P w o, DATE 08-04=00
1E I I I -I .c I I ( \ DESIGN PGT
T
o I
_- EXISTING SECURITY FENCE a DRAWN MVL/KAP
NEW ASPHALT AREA 1
TSF TEMPORARY SILT FENCE N cn m NN _ m w �� �� - 23:44�1 n 1�
X X -•-.e W W W N, „L- ._.,.._a„m_._t- ° q T- e ''vT
J 1 •00 O�1JZ� .f�i i O 'L ISN W 'Vi C} :W�CyN ?ti__ gt ; C7 y?�- m� { J - PJ.{L'11' ,j I SITE
OVERHEAD LIGHTING �f' ' �w N 1'/ o o� °. ._. �i13 PC1 aA i8" hp � . Y N ' 1 � � 1 - 40
wLA 1,+�•.
m Gil
ASPHALT N ICI s� A sY 'Pca ° ° SHEET 1 OF 2
;y • :; e3 99113
T�M19S•FZ •�a 'y147 :.t ASPHALT yb�-� .._..._ ._ r't _ Og'LZ :-1'K ��.<t
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