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�P1tOPOSED ��-
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1GUM TOF"AN
EXIST CON, CIF 8
I C41TIER TO REMAIN
URD.
TEIW' NATE EXIST V WOOD
FD42 • NEW FENCE LIE -
FEMOVE EMT PENCE EXIST 6' Wt00D
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RELCC.ATE EXIST.
(LANDSCAPE)LAER TEM
WERE APPLICABLE
ciV
x o ANTAN POSITIVE pRANAGE
` j ♦S TO SPUWAT - MN 4'-O'CLEARANCE
r
NEW S' UL70D FENCE
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10'x 13' CON, O#TERATOR ¢
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POM POLE
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FENCE TO BLDG COWER
EXIST S' WOOD FENCE EXIST CONIC CUIM I
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4,48r �T2"W
ORADE - SEED AS RIB;TD-
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FINISH CiRADE"'� - FIN
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EXIST b' WOOD FENM i
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ASSOCIATES
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PLUM! POLE
i
CURBS AND GUTTER
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( TO MATCH ADJACENT.
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**tRACTORl9R£ CbNTIRACT61t
To CONTACT JASON WALKER CITY
OF LITTLE ROCK W. OF PUBLIC
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Of
AND Arm CGf1PL1ANCE AS MENTIONED
I
M DOCW ENT FILE NO 2-9036-D
x
PUI.iG tl1OA1C8 CONDITIONS ITEMS I, 2,3
CONTACT: JASON WiLKER
U
- TELE:501-311-4666
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S 88°7802 fi
---- BEAD ELECTRIC
�P1tOPOSED ��-
POWER POLE PROP09Et2
Pb(R'R pm!
EXIT TOM'AMCATIONB TOOER
TO m"m
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To REMAIN OND. '
NEW CCNC CURB
Am GUTTER
MATCH EXISTING.
3
EXIST ASPHALT PAVEMENT Cl
/ t0 REMAIN UNo. :
(V
M
EXIST 6'WOOD FENCE EXIST ASFNALT PAVETIENT
TO REMAN TO REMAIN LAO.
EXIST V WOOD FENCE
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1GUM TOF"AN
EXIST CON, CIF 8
I C41TIER TO REMAIN
URD.
TEIW' NATE EXIST V WOOD
FD42 • NEW FENCE LIE -
FEMOVE EMT PENCE EXIST 6' Wt00D
No MEN=
RELCC.ATE EXIST.
(LANDSCAPE)LAER TEM
WERE APPLICABLE
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x o ANTAN POSITIVE pRANAGE
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r
NEW S' UL70D FENCE
TO MATCH EXISTING,
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10'x 13' CON, O#TERATOR ¢
.' PAD Wl GENERATOR 4'
R 2N30b' VERIFY
EXIT CONC SPILLWAY 04 4
TO REMIAM INTACT AFTER 4
CONSTRUCTION COMPLETION LG p
_ FSMOVt EXIST CONIC
CURB I GUTTER AS 1DICATED yTt�"vp
��FP10VE EXSITNG3 CURB
\ MD REPLACE WIN }
TOPSOIL N SEED.
PROPOSED
POM POLE
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FENCE TO BLDG COWER
EXIST S' WOOD FENCE EXIST CONIC CUIM I
To REMAIN UNG. GUTTER TO REMAIN ORO.
4,48r �T2"W
ORADE - SEED AS RIB;TD-
CONC CURB j
/ .PATCH EXIST PAVING
OTN BUILDING PACE
14'151T ISO JNT
ot
—Y'T • I e
3 C�.l�� LI�ETA8a1 EC SCALE: /4 " = 1'-�0
R4x0"
4' MIN S COMP
AGGREGATE
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FINISH CiRADE"'� - FIN
j.
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ASSOCIATES
1
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909 S. t42N1U1 ST. • SME 900
FW WAM KW 46602
Tf1EWI01E 219:424.7200
WAX 219.424.7301
CONSULTANT:
0
NOM-
I SAW CUT EXIST ASPHALT PAVDMINT ONLY
AS REQUIRED TO INSTALL CONCRETE
FOUNDATIONS AND SLABS ON GRADE -
PATCH ASPHALT AROUND ALL OVERCUTS
AND PROVIDE DIVERSIONSLOPE3" IMEVER
REQUIRED TO MAINTAIN W I(ISTING DRAINAGE
PATTERNS
2• REPAIR ANY CURB AND OUT= OR SIDEWALK THAT
IS DAMAGED IN THE PUBIX RIGHT -0P -WAY PRIOR
TO OCCUPANCY
3. ANY LANDSCAPMRBMOVEDDURING CONSTRUCTION
MUST BE REPLACED ELSEWHM ON THE PROPERTY
4. PROPERTY FRONTAGE SIDEWALKS AND CURBS
MUST BE BROUGHT UP TO CURRENT ADA STANDARDS
PER THE CITY OF ]LITTLE ROCK, ARKANSAS.
S. RUSES CELL AREAS DISTURBED BY CONSTRUCTION.
THOUROUGHLY CLEAN AND HOSE ALL HARD SURFACES TO
FREE AND CLEAR PROM ALL DIRT DUST AND DEBRIS.
6. MAINTAIN ALL STORM WATER SIRUCI'URES/SPILLWAYS
THROUGHOUT. ANY DEMOLMON OR DISTURBANCE TO SUCH
STRUCTURE SHALL BE REPAIRS TO THE CONDITION PRIOR
TO CONS7RUCT70N.
7, CONTRACTOR TO VERIFY EaSTIIMCi GRADES AT ENTRY AND
VERIFY BUE DINO PAD BLEVATION/FDi, PLR. ELEVATION.
SITE PLAN
SCALE: 1 " = 20'--0'
/ OTN BUILDING FACE
/Iii' BIT ISO INT
/
REMOVE EXIST CONIC
8' CONC PAD IIY b' x b' 0121 x 0.9 WIF
FINISH GRADE
SLOPE t,'lFT
i
CURBS AND GUTTER
4 -
La
NEW LANDSCAPING TO
REPLACE REMOVED LANDSGAF£D
Altllttets
OMT
AREA • SEED AFD GRADED
( TO MATCH ADJACENT.
FLA ltl is
°
1
I Ilitllt It
909 S. t42N1U1 ST. • SME 900
FW WAM KW 46602
Tf1EWI01E 219:424.7200
WAX 219.424.7301
CONSULTANT:
0
NOM-
I SAW CUT EXIST ASPHALT PAVDMINT ONLY
AS REQUIRED TO INSTALL CONCRETE
FOUNDATIONS AND SLABS ON GRADE -
PATCH ASPHALT AROUND ALL OVERCUTS
AND PROVIDE DIVERSIONSLOPE3" IMEVER
REQUIRED TO MAINTAIN W I(ISTING DRAINAGE
PATTERNS
2• REPAIR ANY CURB AND OUT= OR SIDEWALK THAT
IS DAMAGED IN THE PUBIX RIGHT -0P -WAY PRIOR
TO OCCUPANCY
3. ANY LANDSCAPMRBMOVEDDURING CONSTRUCTION
MUST BE REPLACED ELSEWHM ON THE PROPERTY
4. PROPERTY FRONTAGE SIDEWALKS AND CURBS
MUST BE BROUGHT UP TO CURRENT ADA STANDARDS
PER THE CITY OF ]LITTLE ROCK, ARKANSAS.
S. RUSES CELL AREAS DISTURBED BY CONSTRUCTION.
THOUROUGHLY CLEAN AND HOSE ALL HARD SURFACES TO
FREE AND CLEAR PROM ALL DIRT DUST AND DEBRIS.
6. MAINTAIN ALL STORM WATER SIRUCI'URES/SPILLWAYS
THROUGHOUT. ANY DEMOLMON OR DISTURBANCE TO SUCH
STRUCTURE SHALL BE REPAIRS TO THE CONDITION PRIOR
TO CONS7RUCT70N.
7, CONTRACTOR TO VERIFY EaSTIIMCi GRADES AT ENTRY AND
VERIFY BUE DINO PAD BLEVATION/FDi, PLR. ELEVATION.
SITE PLAN
SCALE: 1 " = 20'--0'
/ OTN BUILDING FACE
/Iii' BIT ISO INT
/
8' CONC PAD IIY b' x b' 0121 x 0.9 WIF
FINISH GRADE
SLOPE t,'lFT
4 -
C
OMT
7%�/��/
4'
N 5 iXMP
NOTE:
' CIC RMNATE
ACTR13M
C NDUIT SLEEVES
ADE Wil 615 ERATOR
gr SUPPLIER
Q'
-0' N -S
-0' E -W
BE RESPONSIaLE FOR ALL DIMENSIONS AND CONOMONS ON
THE JOB AND HOCH ASSOCIATES MUST BE HOMED OF ANY
VARIATION FROM THE DIMENSIONS AND CONDMONS SHOWN ON
THESE DRAWINGS. SHOP DRAWINGS MUST BE SU09MO TO
HOCH ASSOCWTES FOR APPROVAL BEFORE PROCEEDING WITH
FABRICATION.
W ® 0
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LITTLE ROCK PLANNING COMMISSION
APPROVED, SUBJECT TO THE CONDITIONS
AS NOTED IN THE PLANNING MMI SION
MINUTE REC RD PPT D.
BY:
DATE: .2
4 9 -Ib -99 CONSTRUCTION ISSN
3 8 -31 -SS PER11T ISSUE
2 6-4-99 RIEYtSED SITE PLAN
I 1-9-59 ISSU£D FOR SITE PLAN W,/' -W
NUMM DOE
ISSUES
CENTIFMAMON: ....
R. Npcy
EGISTERED
ARCHITECT
_ o• aid
V" PLAM
SME
Law I ALA
PROJECT NUMBER 9941
CAD FILE; 38C 112(
SHEET NUMBER: clol