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LAYOUT PHASING
CONTRACTOR TO USE ARCHITECTURAL BUILDING "F" WILL BE CONSTRUCTED
DRAWINGS FORDIMENSIONAL LAYOUT AS A FUTURE PHASE. ALL OTHER
OF INDIVIDUAL BUILDINGS. BUILDINGS AND PAVING WILL BE
CONSTRUCTED AS PHASE I.
SOUTH FILMORE STREET — R/W VARIES
S 00027'57" W 573.92'
• 330.00'
A
N
NEW RIGHT-OF-WAY
g LANDSCAPE ALUMAPANELS
AREA BETWEEN '
BUILDINGS - —_
,so
BLDG. B
ALL PAVING TO BE CONSTRUCTED
PER HEAVY-DUTY ASPHALT PAVING
SECTION AS SHOWN ON THIS SHEET.
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33'2"'
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FOUND
1/2" REBAR '_D
SE CORNER
NF_ 1/4 Sw 1/4,
SECTION 6, "-N, P.-12-'7
N 01'20'35" '-
29.97'
N
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-WROUGHT-IRON---.
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DRAINAGE ANO A -CESS EASEMENT N
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FOUND
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SECTION
BOLLARD DETAIL
4-
62"
–�2" RADIUS
�— 1/4" UP
1t424'—
CONCRETE CURB 'LASS
3 & 4 UPRIGHT )ETAIL
NTS
NOTE: APRON LAYOUT SHOWN IS TYPICAL.
SEE DIMENSIONING PLAN FOR SPECIFIC
LAYOUT INFORMATION.
RADIUS VARI
REMOVE AND REPLACEe-�
EX. SIDEWALK AS
REQUIRED WITH H.C. RAMP
MATCH EXISTING
CURB AND GUTTER
DIMENSIONING
PLAN
? 40NC RQryE—, �.
546.76'
/La C,
/p, A,41'; tif
fr (/6/1--
AND
/6%
AND GUTTER
US VARIES
—DROPERTY UNE
INTEGRAL CURB
-MATCH CURB
GRADE LINE
KEYED CONSTRUCTION JOINT
0.05' UP IN UNE W/
FACE OF CURB
7" CONC, W/ 6"X6" - W2.9 X W2.9
WELDED WIRE FABRIC SHEETS
CONCRETE APRON DETAIL
NTS
�6" CONCRETE
d �
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-
na
MONUMENT
` ' I SIGN
LANDSCA E o , CONCRETE APRON W/
ARE p - HANDIC RAMPS y
,H R15 (
cq
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LANDSCAPE
4P .,,.,_.�CREA
o
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8
LEGEND
FIRE HYDRANT
o WATER METER
8 WATER VALVE
O MANHOLE
UTILITY POLE
LIGHT POLE
e CHAIN LINK FENCE
_8" W_ EXISTING UTILITY LINE
W = WATER
G = GAS
UGT = BURIED
TELEPHONE
OHE = OVERHEAD
ELECTRIC
SS = SANT. SEWER
GENERAL_ NOTES
1. THE LOCATION OF THE EXISTING WATER AND GAS UTILITIES ARE
BASED ON RECORDS FROM SAID UTILITY COMPANIES AND ARE
HORIZONTALLY FIELD LOCATED ONLY. THE CONTRACTORS SHALL
BE RESPONSIBLE FOR DETERMINING ACTUAL LOCATION.
2. CONTRACTOR TO UNCOVER AND MARK UTILITY LINES BEFORE CONSTRUCTION,
3. CONTRACTOR SHALL BEAR ALL RESPONSIBILITY AND COST OF REPAIR
OR REPLACEMENT OF EXISTING UTILITIES, DAMAGED OR INTERRUPTED
AS A RESULT OF THIS CONSTRUCTION PROJECT,
4. CONTRACTOR SHALL NOTIFY THE PROJECT ENGINEER AND THE
OWNER OF ANY DAMAGED OR INTERRUPTED UTILITIES IMMEDIATELY.
5. ALL SEWER LINES AND APPURTENANCES SHALL BE INSTALLED
M ACCORDANCE TO THE LITTLE ROCK WASTEWATER UTILTIY'S
"SPECIFICATION REQUIREMENTS FOR SANITARY SEWERS" LATEST EDITION.
6. ALL WATER LINES AND APPURTENANCES SHALL BE INSTALLED IN
ACCORDANCE TO CENTRAL ARKANSAS WATER REQUIREMENTS.
7. CONTRACTOR SHALL NOTIFY PROJECT ENGINEER PRIOR TO BEGINNING WORK.
8. ALL AREAS WITHIN THE PARKING LOT ARE TO RECEIVE A GRAVEL
RASE TO PROVIDE EROSION CONTROL IF WORK IS NOT PROGRESSING
IN AN ORDERLY MANNER. A RATE OF 135 TONS/ACRE IS TO BE
APPUED WITHIN TWO WEEKS OF FINAL GRADING.
9, ALL AREAS NOT WITHIN THE PARKING LOT ARE TO RECEIVE LOOSE STRAW
TO PROVIDE EROSION CONTROL IF WORK IS NOT PROGRESSING
IN AN ORDERLY MANNER. A RATE OF 1.5 TONS/ACRE IS TO BE
APPLIED WITHIN TWO WEEKS OF FINAL GRADING.
10. AFTER NEW INLETS ARE CONSTRUCTED, STRAW BALES SAD GRA\"L
FILTER BERMS ARE TO BE PLACED TO ALLOW FLOW THROUGH THE BERM.
11. CONTRACTOR WILL CONTROL AND PREVENT OFF-STE TRACKING
OF CONSTRUCTION RUNOFF AND SEDIMENT TO ADJACENT PROPERTY
AND PUBLIC ROADS,
12. CONTRACTOR IS TO PROTECT EXISTING STORM DRAINAGE SYSTEM
ACCORDING TO PROTECTION ILLUSTRATIONS PROVIDED.
HOLE IN WALL
FOUN 3` 15 0 30 60
S_ -ALE
L-4" CRUSHED AGGREGATE BASE COURSE, CL.7
8" (MIN) COMPACTED SUBGRADE TO 95%
STANDARD PROCTOR DENSITY.
HEAVY DUTY CONCRETE SECTION
NTS
�6" CONCRETE
0 - e
�-4" CRUSHED AGGREGATE 51S,: COURSE, CL.7
8" (MIN) COMPACTED SUEIRAOE TO 95X
STANDARD PROCTOR DENSiY.
HEAVY DUTY CONCRETE SECTION
NTS
AI''
k,
MOTE
E3V: ,
QATE:_LY Y
2"X18", 18 GA. STEEL, BAKED ENAMEL.
ANDICAP PARKING SIGN R7-8, AS SHOWN
1 THE MANUAL ON UNIFORM TRAFFIC
ONTROL DEVICES.
"X4" STEEL TUBE WITH WELDED
)P CAP, ANCHORED 24" IN SOLID
ONCRETE (12" DIA. HOLE).
OLORS
LEGEND AND BORDER - GREEN
WHITE SYMBOL ON BLUE BACKGROUND
BACKGROUND - WHITE
NTS
AUG 2 7 2004
3" HMAC SURFACE
SCALE1 " e 30'
DRAWN Y BSR
CHECKED BY
APPROVED BY:
AT 7-28-04
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DRAINAGE ANO A -CESS EASEMENT N
I� 38'45'2
OD
1/2" REBAR tl N 00°25'15" E
FOUND
wa
1Cj
01
W c0
SIJ
SECTION
BOLLARD DETAIL
4-
62"
–�2" RADIUS
�— 1/4" UP
1t424'—
CONCRETE CURB 'LASS
3 & 4 UPRIGHT )ETAIL
NTS
NOTE: APRON LAYOUT SHOWN IS TYPICAL.
SEE DIMENSIONING PLAN FOR SPECIFIC
LAYOUT INFORMATION.
RADIUS VARI
REMOVE AND REPLACEe-�
EX. SIDEWALK AS
REQUIRED WITH H.C. RAMP
MATCH EXISTING
CURB AND GUTTER
DIMENSIONING
PLAN
? 40NC RQryE—, �.
546.76'
/La C,
/p, A,41'; tif
fr (/6/1--
AND
/6%
AND GUTTER
US VARIES
—DROPERTY UNE
INTEGRAL CURB
-MATCH CURB
GRADE LINE
KEYED CONSTRUCTION JOINT
0.05' UP IN UNE W/
FACE OF CURB
7" CONC, W/ 6"X6" - W2.9 X W2.9
WELDED WIRE FABRIC SHEETS
CONCRETE APRON DETAIL
NTS
�6" CONCRETE
d �
d
-
na
MONUMENT
` ' I SIGN
LANDSCA E o , CONCRETE APRON W/
ARE p - HANDIC RAMPS y
,H R15 (
cq
l �0
LANDSCAPE
4P .,,.,_.�CREA
o
I
0
8
LEGEND
FIRE HYDRANT
o WATER METER
8 WATER VALVE
O MANHOLE
UTILITY POLE
LIGHT POLE
e CHAIN LINK FENCE
_8" W_ EXISTING UTILITY LINE
W = WATER
G = GAS
UGT = BURIED
TELEPHONE
OHE = OVERHEAD
ELECTRIC
SS = SANT. SEWER
GENERAL_ NOTES
1. THE LOCATION OF THE EXISTING WATER AND GAS UTILITIES ARE
BASED ON RECORDS FROM SAID UTILITY COMPANIES AND ARE
HORIZONTALLY FIELD LOCATED ONLY. THE CONTRACTORS SHALL
BE RESPONSIBLE FOR DETERMINING ACTUAL LOCATION.
2. CONTRACTOR TO UNCOVER AND MARK UTILITY LINES BEFORE CONSTRUCTION,
3. CONTRACTOR SHALL BEAR ALL RESPONSIBILITY AND COST OF REPAIR
OR REPLACEMENT OF EXISTING UTILITIES, DAMAGED OR INTERRUPTED
AS A RESULT OF THIS CONSTRUCTION PROJECT,
4. CONTRACTOR SHALL NOTIFY THE PROJECT ENGINEER AND THE
OWNER OF ANY DAMAGED OR INTERRUPTED UTILITIES IMMEDIATELY.
5. ALL SEWER LINES AND APPURTENANCES SHALL BE INSTALLED
M ACCORDANCE TO THE LITTLE ROCK WASTEWATER UTILTIY'S
"SPECIFICATION REQUIREMENTS FOR SANITARY SEWERS" LATEST EDITION.
6. ALL WATER LINES AND APPURTENANCES SHALL BE INSTALLED IN
ACCORDANCE TO CENTRAL ARKANSAS WATER REQUIREMENTS.
7. CONTRACTOR SHALL NOTIFY PROJECT ENGINEER PRIOR TO BEGINNING WORK.
8. ALL AREAS WITHIN THE PARKING LOT ARE TO RECEIVE A GRAVEL
RASE TO PROVIDE EROSION CONTROL IF WORK IS NOT PROGRESSING
IN AN ORDERLY MANNER. A RATE OF 135 TONS/ACRE IS TO BE
APPUED WITHIN TWO WEEKS OF FINAL GRADING.
9, ALL AREAS NOT WITHIN THE PARKING LOT ARE TO RECEIVE LOOSE STRAW
TO PROVIDE EROSION CONTROL IF WORK IS NOT PROGRESSING
IN AN ORDERLY MANNER. A RATE OF 1.5 TONS/ACRE IS TO BE
APPLIED WITHIN TWO WEEKS OF FINAL GRADING.
10. AFTER NEW INLETS ARE CONSTRUCTED, STRAW BALES SAD GRA\"L
FILTER BERMS ARE TO BE PLACED TO ALLOW FLOW THROUGH THE BERM.
11. CONTRACTOR WILL CONTROL AND PREVENT OFF-STE TRACKING
OF CONSTRUCTION RUNOFF AND SEDIMENT TO ADJACENT PROPERTY
AND PUBLIC ROADS,
12. CONTRACTOR IS TO PROTECT EXISTING STORM DRAINAGE SYSTEM
ACCORDING TO PROTECTION ILLUSTRATIONS PROVIDED.
HOLE IN WALL
FOUN 3` 15 0 30 60
S_ -ALE
L-4" CRUSHED AGGREGATE BASE COURSE, CL.7
8" (MIN) COMPACTED SUBGRADE TO 95%
STANDARD PROCTOR DENSITY.
HEAVY DUTY CONCRETE SECTION
NTS
�6" CONCRETE
0 - e
�-4" CRUSHED AGGREGATE 51S,: COURSE, CL.7
8" (MIN) COMPACTED SUEIRAOE TO 95X
STANDARD PROCTOR DENSiY.
HEAVY DUTY CONCRETE SECTION
NTS
AI''
k,
MOTE
E3V: ,
QATE:_LY Y
2"X18", 18 GA. STEEL, BAKED ENAMEL.
ANDICAP PARKING SIGN R7-8, AS SHOWN
1 THE MANUAL ON UNIFORM TRAFFIC
ONTROL DEVICES.
"X4" STEEL TUBE WITH WELDED
)P CAP, ANCHORED 24" IN SOLID
ONCRETE (12" DIA. HOLE).
OLORS
LEGEND AND BORDER - GREEN
WHITE SYMBOL ON BLUE BACKGROUND
BACKGROUND - WHITE
NTS
AUG 2 7 2004
3" HMAC SURFACE
SCALE1 " e 30'
DRAWN Y BSR
CHECKED BY
APPROVED BY:
AT 7-28-04
77.1
x, PROJECT NO.
9� CRUSHED AGGREGATE BASE COUP' -,''.'_.7 2002-
0077
8 (MIN) COMPACTED SUBGRADE TO �.'::: ,
STANDARD PROCTOR DENSITY.
SHEET N0.
TYPICAL HEAVY DUTY`
PAVINGN SECTION
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9� CRUSHED AGGREGATE BASE COUP' -,''.'_.7 2002-
0077
8 (MIN) COMPACTED SUBGRADE TO �.'::: ,
STANDARD PROCTOR DENSITY.
SHEET N0.
TYPICAL HEAVY DUTY`
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9� CRUSHED AGGREGATE BASE COUP' -,''.'_.7 2002-
0077
8 (MIN) COMPACTED SUBGRADE TO �.'::: ,
STANDARD PROCTOR DENSITY.
SHEET N0.
TYPICAL HEAVY DUTY`
PAVINGN SECTION