HomeMy WebLinkAboutZ-6924-B Map 21
6
4" -
CONCRETE CURB CLASS
3 & 4 UPRIGHT DETAIL
NTS
NOTE:
APRON LAYOUT SHOWN
IS TYPICAL. SEE
DIMENSIONING FOR
SPECIFIC LAYOUT
INFORMATION.
RADIUS VARIES
VARIES -SEE
DIMENSIONIN(
PLAN
CURB AND GUTTER
RADIUS VARIES
PROPERTY LINE
CUNVKtIt
.APRON.. INTEGRAL CURB
.......
MATCH EXISTING GAACE CURB
CURB AND GUTTERLINE
REMOVE AND REPLACE KEYED CONSTRUCTION JOINT
EX. SIDEWALK AS 0.05 LIP IN LINE W/
REQUIRED WITH H.C. RAMP FACE OF CURB
8" CONC. W 6"X6" - W2.9 X W2.9
WELDED WIRE FABRIC SHEETS
CONCRETE APRON DETAIL
NTS
2" HMAC SURFACE
COURSE, TY. 2
3" HMAC SURFACE
COURSE, TY. 2
7" CRUSHED AGGREGATE 8" PORTLAN CEMENT CONCRETE
BASE COURSE, CL.7 BASE (AHTD SECTION 309)
8" (MIN) COMPACTED SUBGRADE TO 8" (MIN) COMPACTED SUBGRADE TO
95% STANDARD PROCTOR DENSITY. 95% STANDARD PROCTOR DENSITY.
TYPICAL PAVING SECTION STREET PAVING SECTION
PAVING SECTION
NTS
12"X18", 18 GA. STEEL, BAKED
ENAMEL,HANDICAP PARKING SIGN
R7-8, AS SHOWN IN THE MANUAL
UNIFORM TRAFFIC CONTROL DEVICES.
T o 4"X4" STEEL TUBE WITH WELDED
TOP CAP, ANCHORED 24" IN SOLID
m0 CONCRETE (12" DIA. HOLE).
a o
A =
Z
LEGEND AND BORDER - GREEN
WHITE SYMBOL ON BLUE BACKGROUND
BACKGROUND - WHITE
HANDICAP SIGN
NTS
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
1-800-482-8998 AT LEAST TWO WORKING DAYS PRIOR TO EXCAVATING TO ENSURE THAT ANY
EXISTING UTILITIES CAN BE LOCATED,
GENERAL NOTES
1. THE LOCATION OF THE EXISTING 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 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. 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.
NOTE: SEE ARCHITECTURAL
SHEETS FOR DETAILS ON
PROPOSED FENCES.
B'-8' WOOD
8'-8' WOOD
SEE ARCHITECTURAL
FOR CONDUITS IN Th
PRIOR TO BEGINNIN(
CONSTRICTION.
ACCESS RA
AND NEW STREET PAVING SECTION TO BE PLACED TO MATCH
THE CROSS SLOPE OF THE EXISTING STREET.
PVC CONDUITS
W
x
a
a
10 5 0 10 20
SCALE
POLK
STANLEY
YEARY
ARCHITECTS, LTD.
700 SOUTH SCHILLER
LITTLE ROCK, AR 72201
501378-0878
FAX 372-7629
21 W. MOUNTAIN, SUITE 227
FAYETTEVILLE, AR 72701
501444-0473
CONSULTANTS:
STRUCTURAL ENGINEER:
I.C.E. CONSULTING ENGINEER, INC.
MECHANICAL & PLUMBING
ENGINEERS:
BATSON FIRM
ELECTRICAL ENGINEERS:
LUCAS MERRIOTT ASSOCIATES
CIVIL:
DEVELOPMENT CONSULTANTS, INC.
SCHEDULES/KEY/LEGEND:
NOTES:
ISSUE DATE:
DECEMBER 19, 2001
REVISIONS:
I#I DATE I DESCRIPTION I
METROPOLITAN
NATIONAL BANK
KAVANAUGH & POLK STREET
LITTLE ROCK, ARKANSAS
PROJECT NUMBER:
456
CONTENTS:
DIMENSIONING PLAN
SHEET NUMBER:
C101
2- V 9-2 /-s