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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 WALL BE
CONSTRUCTED AS PHASE 1.
SOUTH FILMORE STREET — R/W VARIES
S 00'27'57" W __. 573.92'
N 0002515" E
DRAINAGE AND ACrvSS EASEMENT
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546.76'
Ad) 1/2" REBAR-/
FOUND
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/ SE CORNER
NE 1/4, 4, Slid 1/4, SIN 1/4,
SECTION 6, 1-1—N, R -12—W
N 01'20'35' E
29,97'
____-AREPAIR DAMAGED
SIDEWALK ALONG
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CONCRETE CURB CLASS
3 & 4 UPRIGHT DETAIL
NTS
NOTE: APRON LAYOUT SHOWN IS TYPICAL.
SEE DIMENSIONING PLAN FOR SPECIFIC
LAYOUT INFORMATION.
RADIUS
REMOVE AND REPLACE -
SIDEWALK AS `MATCH CURB
REQUIRED WITH H.C. RAMP
MATCH EXISTING
CURB AND GUTTER 0.05' UP IN LINE W/
CONCRETE APRON DETAIL
NTS
DIMENSIONING
PLAN
AND GUTTER
VARIES
TY UNE
CURB
GRADE LINE
KEYED CONSTRUCTION JOINT
FACE OF CURB
7" CONC. W 8"7(8' - W2.9 % W29
WELDED WIRE FABRIC SHEETS
�6" CONCRETE
G 4
4" CRUSHED AGGREGATE BASE COURSE. CL.7
8" (MIN) COMPACTED SUBGRADE TO 95%
STANDARD PROCTOR DENSITY.
HEAVY DUTY CONCRETE SECTION
NTS
I
I
I
-HOLE ON WALL
LEGEND
( FIRE HYDRANT
a WATER METER
® WATER VALVE
O MANHOLE
,cY UTILITY POLE
LIGHT POLE
--e CHAIN LINK FENCE
—a" 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 UTIUTY 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
IN ACCORDANCE TO THE LITTLE ROCK WASTEWATER UTILITY'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
BASE TO PROVIDE EROSION CONTROL IF WORK IS NOT PROGRESSING
IN AN ORDERLY MANNER, A RATE OF 135 TONS/ACRE IS TO BE
APPLIED 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,
12. CONTRACTOR IS TO PROTECT EXISTING STORM DRAINAGE SYSTEM
ACCORDING TO PROTECTION ILLUSTRATIONS PROVIDED,
30 15 0 30 60
SCALE -
6" CONCRETE
4�
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4" CRUSHED AGGREGATE BASE COURSE, CL.7
8" (MIN) COMPACTED SUBGRADE 70 95%
STANDARD PROCTOR DENSITY.
HEAVY DUTY CONCRETE SECTION
NTS
RECEIVED
A2-7.200
(14
BY:
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
HANDICAP SIGN
NTS
3" HMAC SURFACE COURSE, TY. 2
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APPROVED BY:
AT 7-28-04
PROJECT N0.
2002-007
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PAVING SECTION
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