HomeMy WebLinkAboutZ-7629 Map 2BUILDING INFORMATION
PROJECT DATA
8rrE AREA:
BULDINO AREA
OCCUPANCY:
OCCUPANT LOAD (1:100)
PARKING:
OONSTRuanON TYPE:
zonae
2.77 ACRES
14,000 SQ. FT.
FACTORY/WAREHOUSE
140 OCCUPANTS
5 OCCUPANCIES= 206
47 SPACES REQUIRED
48 SPACES PROVIDED (2-H.C.)
TYPE III
(UNSPRINKLED)
C-3
GENERAL SITE NOTES
1. THE GENERAL CONTRACTOR SHALL EXAMINE THE EXISTING CONDITIONS
OF THE SITE, AND ADJOINING STREETS TO DETERMINE THE
THE AMOUNT OF MATERIAL AND LABOR NECESSARY TO COMPLETE THE
WORK.
2. STRIP AND STOCKPILE EXISTING TOPSOIL. WHEN CONSTRUCTION IS
COMPLETE REDISTRIBUTE TOPSOIL IN ALL AREAS DISTURBED BY
CONSTRUCTION ACTIVITY. REFER TO LANDSCAPE PLAN, L1.
3. PRIOR TO EXCAVATION AND DEMOLITION THE CONTRACTOR
SHALL LOCATE ALL EXISTING UTILITIES AFFECTING THE PROJECT SITE.
CONTRACTOR SHALL CONTACT ARKANSAS ONE -CALL
SYSTEM (1-800-482-8998) AT LEAST TWO (2) WORKING
DAYS IN ADVANCE OF EXCAVATING.
4. CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS AND APPROVALS
REQUIRED FOR THE NEW PUBLIC UTILITY CONNECTIONS AND
CURB CUTS.
5. ALL MATERIALS AND CONSTRUCTION METHODS FOR
CONSTRUCTION OF WATER LINE IMPROVEMENTS SHALL
CONFORM TO REQUIREMENTS OF CENTRAL ARKANSAS WATER
AND THE ARKANSAS DEPARTMENT OF HEALTH AND SHALL BE
IN ACCORDANCE WITH THOSE AGENCY'S REQUIREMENTS.
6. ALL MATERIALS AND CONSTRUCTION METHODS FOR THE
NORTH LITTLE ROCK WASTE WATER UTILITY AND SHALL BE IN
ACCORDANCE WITH THAT DEPARTMENT'S STANDARD
SPECIFICATIONS.
7. THE CONTRACTOR SHALL FULLY ACQUAINT HIMSELF WITH
THOSE REQUIREMENTS AND SPECIFICATIONS PRIOR TO
COMMENCING CONSTRUCTION
REFER TO PLANS
ol AIR ENTRAINED `4 ,
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(EXISTING
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SCALE - 1 1/2" = 1'-0"
RE : 1/C1.2
TOOL EDGES
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GRADE TOOL EDGES
(Y4" RADIUS)
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2 @ CURB & GUTTER
SCALE : 1 1/2" = 1'-0"
I
PR([IPERLY LINE
ACCESSIBLE
PARKING
SIGN ASPER
ADA REGULATIONS
1
II
EXISTING SIDEWALK
WITH CURB & GUTTER
�;�.. GALV. S EEL CHANNEL
SET IN 112"0X12"
` DEEP CpNC. FOOTING
I
6 SIGN ELEVATION
REALE(: 3/4" = 1'-0" I
22 8/
NEW CONCRETE SIDEWALK
WITH CURB & GUTTER
NEW SIEEWALK RAMP
® DRIVE
I
CONCRE ENTRANCE
PER LITTLE ROCK
CI STANDARDS NEW
CONC.
APRON
NEW SID"ALK RAMP
® DRIVE. RE: 9/C1.2
I
8/C1.2
NEW CONCR E SIDEWALK
WITH CUI�B & GUTTER Ll
Z
ASPHALT PAVING ON z
COMPACTED GRAVEL BASE
RE: C4.1, FOR THICKNESS ",
NEW R4AINING WALL
RE: 12/S4.1
4 CONT.
. 40'-O"
NEW CONCRETE GUTTER
ASPHALT PAVING ON
COMPACTED GRAVEL BASE
RE: C4.1, FOR THICKNESS
a
In
6" a a
8 S0 CURB & WALK
RE 1/C1.2
REPAIR EXIST ASPHALT & GUTTER
PER CITY OF LITTLE ROCK STANDARDS
CONCRETE GUTTER
NEW CONCRETE CURB
SCORE CONCRETE RAMP (SAW CUT)
NEW CONCRETE PAVING
0 0
EXISTING
9 RAMPS ST
SCALE 1 4 = 1 -0
RE : 1/C1.2
RIGHT OF WAY
RIGHT OF WAY
TEDICATION
PROPERLY LINE
I
ASPHALT PAVING ON
COMPACTED GRAVEL BASE
RE: C4.1, FOR THICKNESS
81'-0"
PVC PIPE SLEEVE
r-01-0RE: L1.1
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it I
4" CONC. WALK
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# 4 CONT.
6"
Yz" EXPANSION JOINT
TOOL EDGE
MATERIAL WITH SEAQ
(Y4' RADIUS) 4" CONC. WALK
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ASPHALT PAVING ON
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RE: C4.1, FOR THICKNESS -- ---
3 @ WALK & PAVEMENT
SCALE 1 1/2- = 11'-0
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uASP ALT
NEWASPHALT DRIVE
G WITH CONCRETE CURBS °
x AND GUTTER
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V PLANTER IT -----24
-24 0' --- - P 8 R.
-1" IIIl 60'-0"
CONCRETE SIDEWALK -
i CA
yz7
-__ ______—CURB CUT
FOR DRAINA E
88'-8"
0
00
I
0
PARKING LOT LIGHTING
RE: ELECTRICAL
144'-0"
4, @WALK EXP
SCALE 1 1/2- = 1'-0"
#4'S CONT.
----- Q --
i
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TO REMAIN
UNDISTURBED-
SEPTIC
NDISTURBEDSEPTIC FIELD
N.I.C.
BY OTHERS
NEW ASPHALT R3'-0
DRIVE & PARKING
�O
CONDENSERS ON
4" CONC. WALK
11 SP ES
CONC ETE IDEWA K /\
ELECTRIC TRANSFORMER hI
& 4" CONC. PAD
HVAC EQUIP. ON
4" CONC. PAD VERIFY
12' WIDE ASPHALT SERVICE DRIVE 140'.-0"
ON RAVEL .BA
4" CONCRETE PAD
CONCRETE RAMP
SLOPE TO PAVEMENT
T,
INT
CURB CUT
FOR DRAINAGE
SEPTIC TANK
N.I.C.
BY OTHERS
1 ARCHITECTURAL SITE PLAN
SCALE • 1" =20'-0"
RE C1.1, C3.1, C4.1, A1.1
�0_
6X6/1.4X1.4 WWF
TOOL EDGES
CON
SCALE • 1
RE 1/S1
6' WOOD FENCE & GATE
AT DUMPSTER
DUMPSTER & 8" THICK CONC. PAD
REINFORCE PAD W/ 6X6/ 2.9X2.9 WWF
WIDE ASPHALT DRIVE
GRAVEL BASE RE: C4.1
H AC EQUIPMENT ON
4 CONCRETE PADS
(VERIFY SIZE W/ ACTUAL EQUIPMENT,
MAKE SLAB 6" LARGER ON EACH SIDE.
136'-8" L
c.
I
LITTLE ROCK PLANNING COMMISSION
APPROVED, SUFUECT TO THE CONDITIONS
AS NOTED IN THE PLANNING CONIMISS N
MIIJUTE CORD DkaD /p 0
BY:
DATE:
2 - -7� - i O
PROJECT NUMBER
03-3026
DATE
24 MARCH 2004
REVISIONS
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& GUTTER
HC RAMP
PAINTED STRIPES
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PAINTED PARKING
STRIPES (TYP.) - p
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CONCRETE SIDEWALK -
i CA
yz7
-__ ______—CURB CUT
FOR DRAINA E
88'-8"
0
00
I
0
PARKING LOT LIGHTING
RE: ELECTRICAL
144'-0"
4, @WALK EXP
SCALE 1 1/2- = 1'-0"
#4'S CONT.
----- Q --
i
. a
TO REMAIN
UNDISTURBED-
SEPTIC
NDISTURBEDSEPTIC FIELD
N.I.C.
BY OTHERS
NEW ASPHALT R3'-0
DRIVE & PARKING
�O
CONDENSERS ON
4" CONC. WALK
11 SP ES
CONC ETE IDEWA K /\
ELECTRIC TRANSFORMER hI
& 4" CONC. PAD
HVAC EQUIP. ON
4" CONC. PAD VERIFY
12' WIDE ASPHALT SERVICE DRIVE 140'.-0"
ON RAVEL .BA
4" CONCRETE PAD
CONCRETE RAMP
SLOPE TO PAVEMENT
T,
INT
CURB CUT
FOR DRAINAGE
SEPTIC TANK
N.I.C.
BY OTHERS
1 ARCHITECTURAL SITE PLAN
SCALE • 1" =20'-0"
RE C1.1, C3.1, C4.1, A1.1
�0_
6X6/1.4X1.4 WWF
TOOL EDGES
CON
SCALE • 1
RE 1/S1
6' WOOD FENCE & GATE
AT DUMPSTER
DUMPSTER & 8" THICK CONC. PAD
REINFORCE PAD W/ 6X6/ 2.9X2.9 WWF
WIDE ASPHALT DRIVE
GRAVEL BASE RE: C4.1
H AC EQUIPMENT ON
4 CONCRETE PADS
(VERIFY SIZE W/ ACTUAL EQUIPMENT,
MAKE SLAB 6" LARGER ON EACH SIDE.
136'-8" L
c.
I
LITTLE ROCK PLANNING COMMISSION
APPROVED, SUFUECT TO THE CONDITIONS
AS NOTED IN THE PLANNING CONIMISS N
MIIJUTE CORD DkaD /p 0
BY:
DATE:
2 - -7� - i O
PROJECT NUMBER
03-3026
DATE
24 MARCH 2004
REVISIONS
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APR 2 1 2004
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BY:
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