HomeMy WebLinkAboutS-1472 Map 32" HMAC SURFACE
COURSE, TY. 2
III -i - C
6" CRUSHED AGGREGATE
BASE COURSE, CL.7
-8" (MIN) COMPACTED SUBGRADE TO
95% STANDARD PROCTOR DENSITY.
TYPICAL SECTION
PAVING SECTION
NTS
6" CONCRETE
�a
4" CRUSHED AGGREGATE BASE
LCOURSE, CL.7
8- (MIN) COMPACTED SUBGRADE
TO 95% STANDARD PROCTOR DENSITY.
TYPICAL SECTION
CONCRETE PAVING
BUILDING LINE
1/2" FIBER EXPANSION AT BUILDING
FILL WITH SEALANTSLO_ PE 1/4y/�
Z
4" CONC. SLAB 00
FINISH GRADE
SECTION AT SIDEWALK
NTS
1/2" PREFORMED
E.J. WITH SEALANT
20'-0" O.C. MAX 20'-0" O.C. MAX
I
TYP. EXP. JT. AT WALK
NTS
-- --1 /4"
1/4 OF SLAB SPW CUT AT
THICKNESS 5-0" O.C. MAX.
TYP. CONTROL JT. AT WALK
NTS
g2m
RADIUS 4� 2" RADIUS
1/4" LIP2%MIN
1
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24'—�I �24•
CONCRETE CURB CLASS
3 & 4 UPRIGHT DETAIL
INk
NTS I I
I
I
ao
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i
R4.00'
I SAWCUT 8 MATCH /
EXISTING SURFACE /
5.39' CHORD, /
R3.00'�
R80.00' —
34.74' CHORD
zq
14.50'
1.92'
R15.00'
10,04' CHORD
R80.00' J
32.44' CHORD
82.87
R1.75'
pr'
15.43'
53.7"
5.58' CHORD
R4.00'
R138.70'
26.07' CHORD
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, DAMAGE OR INTERRUPTED AS A RESULT OF THIS CONSTRUCTION
PROJE T.
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 UTILITIES STANDARD SPECIFICATION FOR SANITARY SEWER
LATEST EDITION.
6. ALL WATER LINES AND APPURTENANCES SHALL BE INSTALLED IN ACCORDANCE TO THE
CENTRAL ARKANSAS WATER DEPARTMENT REQUIREMENTS,
7. CONTRACTORS 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.
CONTRACTOR SHALL LOCATE ALL EXISTING UTILITIES IN ACCORDANCE WITH THE ARKANSAS
UNDERGROUND FACILITIES DAMAGE PREVENTION ACT, THIS LAW REQUIRES THAT THE
CONTRACTOR MAKE A TELEPHONE CALL TO THE ARKANSAS ONE -CALL SYSTEM AT
1-800-482-5998 AT LEAST TWO WORKING DAYS PRIOR TO EXCAVATING TO ENSURE THAT
ANY EXISTING UTILITIES CAN BE LOCATED.
NOTE: CONTRACTOR TO CONSTRUCT ALL
HANDICAP RAMPS AND PAVING TO LITTLE
ROCK AND ADA STANDARDS. VERIFY.
CONTRACTOR NOTE: TREES TO REMAIN ARE
TO BE PROTECTED FROM DAMAGE
DURING CONSTRUCTION.
BOUNDARY INFORMATION
PROVIDED BY OTHERS
CONTRACTOR TO ADJUST EXISTING UTILITIES
TO MATCH NEW GRADES OF SITE.
4
NORTH
10 5 0 10 20
SCALE
G:\2004\04-193\DESIGN\04193SITE.DWG
POLK STANLEY
ROWLAND CURZON PORTER
ARCHITECTS , LTD.
509 W. SPRING, SUITE 150
FAYETTEVILLE, AR 72701
479.444.0473
FAX: 479.251.7216
700 SOUTH SCHILLER
LITTLE ROCK AR 72201
501.378.0879
FAX: 501.372.7629
CONSULTANTS:
STRUCTURAL ENGINEER:
ICE, Inc. Consulting Engineers
MECH., ELEC., PLUMB. ENGINEER:
ICE, Inc. Consulting Engineers
CIVIL ENGINEER:
Development Consultants Inc.
BANK EQUIPMENT CONSULTANT:
Diebold
NOTES:
ISSUE DATE:
11-01-04
REVISIONS:
# DATE DESCRIPTION
CENTENNIAL
BANK TELLER
BUILDING
LITTLE ROCK, ARKANSAS
PSY PROJECT NUMBER:
511B
CONTENTS:
DEMINSIONING PLAN
SHEET NUMBER:
C 101