HomeMy WebLinkAboutZ-7512 Map 1LAYOUT 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 00'27'57" W 330.00' 573.92'
. ,a®
d 6
SET 1/2"
N 74'52 05E REBAR N
25.11' W/CAP b NEW RIGHT-OF-WAY
ALUMA
C $ LANDSCAPE PANELS—SHIELD�`` ,; AREA BETWEEN
BUILDINGS
of
150'
00 LANDSCAPE BLDG. 8
AREA 'IROUGHT-IRON
�I FENCING
ALL PAVING TO BE CONSTRUCTED
c PER HEAVY-DUTY ASPHALT PAVING
BLDG. G M° SECTION AS SHOWN ON THIS SHEET.
150' r "
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00 1 `
00 coBLDG. F
00 TURE PHASE
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TYP. OF 6
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BLDG. B
BLDG. D
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.DINGS _
pp 40'
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DRAINAGE AND ACCESS EASEMENT`
138'4:
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1/2`° REBAR N 00°25'15" E
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SECTION
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62" RADIUS
LIP
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CONCRETE CURB ('LASS
3 & 4 UPRIGHT DETAIL
NTS
546.76'
NOTE: APRON LAYOUT SHOWN IS TYPICAL.
SEE DIMENSIONING PLAN FOR SPECIFIC
LAYOUT INFORMATION.
VARIES -SEE CURB AND GUTTER
DIMENSIONING
PLAN
DIUS VARIES
RADIUS VARIE
-PROPERTY LINE
a�CONCRE7E--
npINTEGRAL CURB
REMOVE AND REPLACE-o�
EX. SIDEWALK AS MATCH CURB
REQUIRED WITH H.C. RAMP GRADE LINE
MATCH EXISTING KEYED CONSTRUCTION JOINT
CURB AND GUTTER 0.05' UP IN LINE 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- 4
"
8
LANDSCAPE
, w \ `-4" CRUSHED AGGREGATE BASE COURSE, CL.7
8" (MIN) COMPACTED SUBGRADE TO 95%
STANDARD PROCTOR DENSITY.
HEAVY DUTY CONCRETE SECTION
NTS
SE CORNIER
N a S'N1/4,SW 1/4,
S C ION 6, 1-N, 11 2-iN
,r
N 01'?0!`.5' L
2M-/'
J -REPAIR DAMAGED
SIDEWALK ALONG
I FRONTAGE
af
11
,CONCRETE APRON W/
HANDICRAMPS
LEGEND
FIRE HYDRANT
a WATER METER
0 WATER VALVE
O MANHOLE
,cY UTILITY POLE
LIGHT POLE
—e CHAIN LINK FENCE
—s'=w— EXISTING UTILITY LINE
W = WATER
G = GAS
UGT = BURIED
TELEPHONE
OHE = OVERHEAD
ELECTRIC
SS = SANT. SEWER
GENERA!_ NOTES
1. THE LOCATION OF THE EXISTING WATER AND GAS UTILITIES ARE
BASED ON RECORDS FROM SAID UTiUTY 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 R£SPONSIBIUTY AND COST OF REPAIR
OR REPLACEMENT OF EXISTING UTUMES, 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
IN ACCORDANCE TO THE LITTLE ROCK WASTEWATER UTIUTYS
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
BASE 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 AND GRAVEL
FILTER BERMS ARE TO BE PLACED TO ALLOW FLOW THROUGH THE BERM.
11. CONTRACTOR WILL CONTROL AND PREVENT OFF-SITE TRACKING
OF CONSTRUCTION RUNOFF AND SEDIMENT TO ADJACENT PROPERTY
AND PUBLIC ROADS.
11, CONTRACTnR !c TO PROTECT rvicnNr. 17ORW DPAiNACF SYSTFM
ACCORDING TO PROTECTION ILLUSTRATIONS PROVIDED.
30 15 0 30 60
SCALE -
�6" CONCRETE
G a
tl °
e ,
�4" CRUSHED AGGREGATE BASE JOURSE, CI -7
8" (MIN) COMPACTED SUBGRAO: TO 95X
STANDARD PROCTOR DENSITY.
HEAVY DUTY_ CONCRETE S=ACTION
NTS
12"X18 18 GA. STEEL, BAKED ENAMEL,
HANDICAP PARKING SIGN R7-8, AS SHOWN
IN THE MANUAL ON UNIFORM TRAFFIC
CONTROL DEVICES.
•4"X4" STEEL TUBE WITH WELDED
TOP CAP, ANCHORED 24" IN SOLID
CONCRETE (12" DIA. HOLE).
COLORS
LEGEND AND BORDER - GREEN
WHITE SYMBOL ON BLUE BACKGROUND
BACKGROUND - WHITE
NTS
AUG 2 7 2004
3" HMAC SURFACE COURSE, TY. 2
`9" CRUSHED AGGREGATE BASE COUR<;z; I"-.7
-8" (MIN) COMPACTED SUBGRADE TO
STANDARD PROCTOR DENSITY.
TYPICAL HEAVY DUTY
PAVING SECTION
NTS
6e�L
SCALE
1 of= 30'
RAW
BSR
CHECKED
Y :
APPROVED BY
AT
7-28-04
PROJECT NO.
2002-007
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