HomeMy WebLinkAboutZ-7629 Map 3BUILDING INFORMATION
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 NOTE
GRADE
2 Cal CURB & GUTTER
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
ASPHALT PAVING ON I z
COMPACTED GRAVEL BASE
RE: C4.1, FOR THICKNESS w
NEW R4AINING WALL
RE: 12/S4.1
#4 CONT.
I
SCALE : 1 1/2" = 1'-0"
t
PR�PERLY LINE
ACCESSIBLE
PARKING
SIGN AS PER
ADA REGIIILATIONS
I
II
EXISTING SIDEWALK
WITH CURB &GUTTER
GALV. STEEL CHANNEL
SET IN 112"0X12"
DEEP C(�NC. FOOTING
I
6RESIGN ELEVATIONSCALE3�4"1'-0"
1 /C I _
8/C1.2
NEW CONCRI�TE SIDEWALK
WITH CURB &GUTTER �
NEW SIC�EWALK RAMP �
® DRIVE-
I
CONCR E ENTRANCE
PERR�LITTLE ROCK
Cl STANDARDS NEW
CONC.'
APRON
NEW SID�N/ALK RAMP
® DRIVE. I RE: 9/C1.2
I
_ 1 � 7
8/C1.2
NEW CONCR E SIDEWALK
WITH CURB &GUTTER
REFER TO PLANS
AIR ENTRAINED ry
CONCRETE WALK HAND TOOL
1/4" RADIUS
)i" EXPANSION JOINT Lo
N MATERIAL WITH SEALANT
a
o .
° \_#4 CONT. �6X6/1.4X L_..
BUILDING SLAB
7 DETAIL AT WALK
SCALE - 1 1/2"
RE : 1/C1.2
TOOL EDGES
4" CONC. WALK �(Ya" RADIUS)
8
a
a@ CURB & WALK
SCALE : 1 1 2
RE : l/C1.2
NEW CONCRETE GUTTER
ASPHALT PAVING ON
COMPACTED GRAVEL BATE
RE: C4.1, FOR THICKNSS
REPAIR EXIST ASPHALT & GUTTER
PER CITY OF LITTLE ROCK STANDARDS
CONCRETE GUTTER
NEW CONCRETE CURB
SCORE CONCRETE RAMP (SAW CUT)
NEW CONCRETE PAVING
EXISTING
CONC. WALK
A 0 0
EXISTING
9 RAMP Q STREET
SCALE : 1/4- = 1 -0
RE : l/C1.2
le 40'-0"
RIG T OF WAY
RIGHT OF WAY
EDICATION
PROPERLY LINE
I
I
ASPHALT PAVING ON
COMPACTED GRAVEL BASE
RE: C4.1, FOR THICKNESS
4" CONC. WALK
W/ 6X6/1.4X1.4WWF
\
# 4 CONT.
6"
3 @ WALK & PAVEMENT
SCALE : 1 1 2 = 1'-0
— 4
'S CONT.
TO REMAIN
SEPTIC FIELD
N.I.C.
BY OTHERS
PARKING LOT LIGHTING
RE: ELECTRICAL
81'-0" 10 144'-0" CURB CUT
FOR DRAINAGE
VC PIPE SLEEVE a
o RE: L1.1 N PAINTED rAIRKIII GSEPTIC TANK
ST IPES P.)
v a 6 SP CES BY OTHERS
6X6/1.4X1.4 WWF
3„ TOOL EDGES
(Y4" RA IUS)
CONTROL
SCALE • 1 1/2" = l' -
RE : 1/St
N R3'-0„
1 uASP ALT - NEW ASPHALT DRIVE I NEW ASPHALT
I G WITH CONCRETE CURBS `� DRIVE & PARKING 6' WOOD FENCE & GATE
N AND GUTTER R3 \O. - AT DUMPSTER
u 3 " CONDENSERS ON
s 1 4" CONC. WALK
SPACES, DUMPSTER & 8" THICK CONC. PAD
q —CONC ETF SIDEWALK REINFORCE PAD W/ 6X6/ 2.9X2.9 WWF
't' 39'-0" 24'-0" 18'-0" "� 001-4.
PLANTER - -----------
-__-_ 'PLANTER w ETE APRON
E TO PAVEMENT
c EJ
O
F NEW CURB 9 40' p"
& GUTTER R48
HC RAMP
PAINTED STRIPES
- H.C. LOADING =AREA o 1 WIDE ASPHALT DRIVE
ADA SIGN 0 GRAVEL BASE RE: C4.1
1.2 RE: 6/C1.2 0
Lu 99.90'
a H AC EQUIPMENT ON
o 4' CONCRETE PADS
-Y I ( RIFY SIZE W/ ACTUAL EQUIPMENT,
7/C1:2
MAKE SLAB 6" LARGER ON EACH SIDE.
( PICAL)
PAINTED PARKIN
STRIPES. (TYP.)
U
60'-0 7 848,0"
CONCRETE SIDIEWAUK RSol
o /
i w
1 .
3/CL2
ELECTRIC TRANSFORMER w
w w
-_--- TER & 4" CONC. PADLd
HVAC EQUIP. ON o a
FOR BDR LIT E ~ 4" CONC. PAD VERIFY cn o a
88'-8" 12' WIDE ASPHALT SERVICE DRIVE 140'.-0" 136'-8"
ON GRAVEL BASE
_ /ro Q
1 �L� �I 4" CONCRETE PAD
m CONCRETE RAMP -
SLOPE TO PAVEMENT a
1 ARCHITECTURAL SITE PLAN NORTH
SCALE : 1" =20'-0"
RE : C1.1, C3.1, C4.1, A1.1
F_
YZ" EXPANSION
JOINT
z
0
MATERIAL WITH
SEALANT—
TOOL EDGE
(Y4" RADIUS)
4"
CONC. WALK
a
W/
6X6/1.4X1.4WW
el
ASPHALT PAVING ON
W r
w O
¢ LCI
v
AS NOTED IN THE P0,NNM3 CUNNISSIO
cy
COMPACTED GRAVEL
BASE
a
co
Q
RE: C4.1, FOR THICKNESS
-- ---� �`
DATE: S %
n
VJ
0
�J d
3 @ WALK & PAVEMENT
SCALE : 1 1 2 = 1'-0
— 4
'S CONT.
TO REMAIN
SEPTIC FIELD
N.I.C.
BY OTHERS
PARKING LOT LIGHTING
RE: ELECTRICAL
81'-0" 10 144'-0" CURB CUT
FOR DRAINAGE
VC PIPE SLEEVE a
o RE: L1.1 N PAINTED rAIRKIII GSEPTIC TANK
ST IPES P.)
v a 6 SP CES BY OTHERS
6X6/1.4X1.4 WWF
3„ TOOL EDGES
(Y4" RA IUS)
CONTROL
SCALE • 1 1/2" = l' -
RE : 1/St
N R3'-0„
1 uASP ALT - NEW ASPHALT DRIVE I NEW ASPHALT
I G WITH CONCRETE CURBS `� DRIVE & PARKING 6' WOOD FENCE & GATE
N AND GUTTER R3 \O. - AT DUMPSTER
u 3 " CONDENSERS ON
s 1 4" CONC. WALK
SPACES, DUMPSTER & 8" THICK CONC. PAD
q —CONC ETF SIDEWALK REINFORCE PAD W/ 6X6/ 2.9X2.9 WWF
't' 39'-0" 24'-0" 18'-0" "� 001-4.
PLANTER - -----------
-__-_ 'PLANTER w ETE APRON
E TO PAVEMENT
c EJ
O
F NEW CURB 9 40' p"
& GUTTER R48
HC RAMP
PAINTED STRIPES
- H.C. LOADING =AREA o 1 WIDE ASPHALT DRIVE
ADA SIGN 0 GRAVEL BASE RE: C4.1
1.2 RE: 6/C1.2 0
Lu 99.90'
a H AC EQUIPMENT ON
o 4' CONCRETE PADS
-Y I ( RIFY SIZE W/ ACTUAL EQUIPMENT,
7/C1:2
MAKE SLAB 6" LARGER ON EACH SIDE.
( PICAL)
PAINTED PARKIN
STRIPES. (TYP.)
U
60'-0 7 848,0"
CONCRETE SIDIEWAUK RSol
o /
i w
1 .
3/CL2
ELECTRIC TRANSFORMER w
w w
-_--- TER & 4" CONC. PADLd
HVAC EQUIP. ON o a
FOR BDR LIT E ~ 4" CONC. PAD VERIFY cn o a
88'-8" 12' WIDE ASPHALT SERVICE DRIVE 140'.-0" 136'-8"
ON GRAVEL BASE
_ /ro Q
1 �L� �I 4" CONCRETE PAD
m CONCRETE RAMP -
SLOPE TO PAVEMENT a
1 ARCHITECTURAL SITE PLAN NORTH
SCALE : 1" =20'-0"
RE : C1.1, C3.1, C4.1, A1.1
PROJECT NUMBER
03-3026
DATE
24 MARCH 2004
REVISIONS
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DATE: S %
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PROJECT NUMBER
03-3026
DATE
24 MARCH 2004
REVISIONS
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