HomeMy WebLinkAboutZ-7512-A Map 38" DIA. SCH. 40 STEEL
PIPE, FILLED WITH
CONCRETE
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
28.11, I S 00'27'57" W 573.92'
330.00'
SET 1/2" g
N 74 52 05 E REBAR N
25.11 W/CAPS.--�_ L NEW RIGHT-OF-WAY
LANDSCAPEPANELS
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r- I AREA WROUGHT _IRON BLDG. B n []� I
BLDG. 8 BOLLARDS(3)
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SECTION
BLDG. G
ALL PAVING TO BE CONSTRUCTED
PER HEAVY-DUTY ASPHALT PAVING
SECTION AS SHOWN ON THIS SHEET.
BLDG. E
BLDG, D
BLDG. C
__-WROUGHT-IRON BOLLARD; \
TYP. OF 6
\---FENCING
15' T-
"-- UnLlTY
- �- EASEMENT 8
SET 1/2" N
/ 5 GATE �� rQi a
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UT S a�' G• o
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DRAINAGE Al AS .
CESS EASEMENT
-8'4:
1/2" REBAR I/ N 00'25 15" E
FOUND
BOLLARD DETAIL
PAVEMENT
6"
-2" RADIUS
�— 1/4" UP
—24" --
CONCRETE CURB CLASS
3 & 4 UPRIGHT DETAIL
NTS
NOTE: APRON LAYOUT SHOWN IS TYPICAL.
SEE DIMENSIONING PLAN FOR SPECIFIC
LAYOUT INFORMATION.
VARIES -SEE
)IMENSIONINC
PLAN
RADIUS
REMOVE AND REPLACE--"
EX. SIDEWALK AS�� MATCH CURB
REQUIRED WITH H.C. RAMP GRADE LINE
MATCH EXISTING KEYED CONSTRUCTION JOINT
CURB AND GUTTER 0.05' LIP IN LINE W/
FACE OF CURB
7" CONC. W/ 6"X6" - W2.9 X W2.9
WELDED WIRE FABRIC SHEETS
CONCRETE APRON DETAIL
NTS
al 1/2" REB
FOUND
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sE : cR
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29.9
-KEYPAD
1
SIGN
LEGEND
FIRE HYDRANT
o WATER METER
9 WATER VALVE
O MANHOLE
10' 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 ONES BEFORE CONSTRUCTIJIJ:
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 UTILTTYS
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 TFIOUGH TCE 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.
HOLE IN WALL 3G 15 0
FOUN 1 30 60
546.76'
SCALE -
AND GUTTER
US VARIES
PROPERTY UNE
INTEGRAL CURB
�6" CONCRETE
8 d.
�d
�-4" CRUSHED AGGREGATE BASE COURSE, CL.7
8" (MIN) COMPACTED SUBGRADE TO 959.
STANDARD PROCTOR DENSITY.
HEAVY DUTY CONCRETE SECTION
NTS
6" CONCRETE
A e
d.
�-4" CRUSHED AGGREGATE BAS COURSE, CL.7
—8" (MIN) COMPACTED SUBGRADE TO 95R
STANDARD PROCTOR DENSITY.
HEAVY DUTY CONCRETE SECTION
NTS
•12"X18", 18 GA. STEEL, BAKED ENAMEL,
HANDICAP PARKING SIGN Ill 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
SCALE
1 10I= 30'
DRAWN
ELD
o
Y
APPROVED
BY:
AT �
7-28-04
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HANDICAP RAMPS W/
-KEYPAD
1
SIGN
LEGEND
FIRE HYDRANT
o WATER METER
9 WATER VALVE
O MANHOLE
10' 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 ONES BEFORE CONSTRUCTIJIJ:
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 UTILTTYS
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 TFIOUGH TCE 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.
HOLE IN WALL 3G 15 0
FOUN 1 30 60
546.76'
SCALE -
AND GUTTER
US VARIES
PROPERTY UNE
INTEGRAL CURB
�6" CONCRETE
8 d.
�d
�-4" CRUSHED AGGREGATE BASE COURSE, CL.7
8" (MIN) COMPACTED SUBGRADE TO 959.
STANDARD PROCTOR DENSITY.
HEAVY DUTY CONCRETE SECTION
NTS
6" CONCRETE
A e
d.
�-4" CRUSHED AGGREGATE BAS COURSE, CL.7
—8" (MIN) COMPACTED SUBGRADE TO 95R
STANDARD PROCTOR DENSITY.
HEAVY DUTY CONCRETE SECTION
NTS
•12"X18", 18 GA. STEEL, BAKED ENAMEL,
HANDICAP PARKING SIGN Ill 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
SCALE
1 10I= 30'
DRAWN
BY
BSR
CHECKED
Y
APPROVED
BY:
AT �
7-28-04
\/\ /\\///\l�!\/\\\ 9 PROJECT N-0-.
9" CRUSHED AGGREGATE BASE COUR"=�., I:'_.7 2002-007
8" (MIN) COMPACTED SUBGRADE TO
STANDARD PROCTOR DENSITY.
TYPICAL HEAVY DUTY
PAVING SECTION
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8" (MIN) COMPACTED SUBGRADE TO
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TYPICAL HEAVY DUTY
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8" (MIN) COMPACTED SUBGRADE TO
STANDARD PROCTOR DENSITY.
TYPICAL HEAVY DUTY
PAVING SECTION
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