HomeMy WebLinkAboutZ-4743-D Map 9PROPOSED CURB
AND GUTTER
EXISTING CURB AND GUTTER
TO BE REPLACED WHEN
ABSENT OR IN POOR
CONDITION
PROPOSED 60" X 60"
CONCRETE JUNCTION BOX
PROPOSED 40 FOOT
RADIAL DEDICATION
OF RIGHT-OF-WAY
BACK OF PROPOSED CURB AND
GUTTER LOCATED 40.5' FROM
CENTERLINE
BACK OF PROPOSED SIDEWALK
TO BE LOCATED 45.5' FROM
CENTERLINE
PROPOSED 42"
H-20 RCP PIPE
PROPOSED
ENTRANCE
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PROPOSED 5'
WIDE SIDEWALKS
RELOCATE WATER METER
USING CAW STANDARDS
TURN LANE EXTENSION
ABUTTING ENTRANCE
DEDICATION OF 250 LINEAR FEET OF
RIGHT-OF-WAY 45 FEET FROM
CENTERLINE
PROPOSED
ENTRANCE
ss
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b-
— PROPOSED
CURB INLETS
RELOCATE FIRE -
HYDRANT USING CAW
STANDARDS AND
ELECTRICAL POLES
USING ENTERGY
STANDARDS
PRELIMINARY SITE P
EXI TING STORMWATER °0
PI ES TO REMAIN
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GENERAL NOTES:
1.
ALL EXISTING UTILITIES,
DRAINAGE
STRUCTURES, AND SIGNS TO BE RELOCATED WITHIN NEW CURB AND GUTTER AREAS.
2.
REFER TO SITE LAYOUT
PLAN A1.0
FOR MORE DETAIL.
3. ALL SIGNAGE, PAVEMENT MARKINGS AND PARKING LOT STRIPING SHALL CONFORM TO REQUIREMENTS GIVEN IN MANUAL OF
UNIFORM TRAFFIC CONTROL DEVICES (MUTCD).
4. BACK OF CURB AND BOTTOM OF CURB TO BE THE SAME ELEVATION AS EXISTING ELEVATION.
5. CONTRACTOR SHALL NOT REMOVE OR ALTER IN ANYWAY, EXISTING TRAFFIC SIGNAGE OR PAVEMENT MARKING WITHOUT
PRIOR PERMISSION FROM CITY OF LITTLE ROCK TRAFFIC ENGINEERING AND ARDOT. IF ANY SIGNAGE NEEDS TO BE
RELOCATED, CONTACT TRAFFIC ENGINEERING (GREG CLAY: 379-1811) FOR PRIOR INSPECTION AND APPROVAL. IF
CONSTRUCTION WORK IS GOING TO AFFECT ANY EXISTING SIGNAGE OR PAVEMENT MARKING, CONTRACTOR SHALL USE
APPROPRIATE TEMPORARY TRAFFIC CONTROL DEVICES TO GUIDE MOTORISTS IN ACCORDANCE WITH MUTCD DURING THE
COURSE OF CONSTRUCTION.
6. ANY WORK INVOLVING ONE (1) OR MORE ACRES OF DISTURBED AREA REQUIRES A STATE OF ARKANSAS NPDES
PERMIT. CONTACT THE ARKANSAS DEPARTMENT OF ENVIRONMENTAL QUALITY, NPDES BRANCH AT 501-682-0744 FOR
APPLICATIONS AND INFORMATION ABOUT GENERAL STORMWATER DISCHARGE CONSTRUCTION PERMIT #ARR150000.
7. HAULING OF FILL MATERIAL ON OR OFF PROJECT SITES OVER MUNICIPAL STREETS REQUIRE APPROVAL PRIOR TO A
GRADING PERMIT BEING ISSUED. CONTACT PUBLIC WORKS TRAFFIC ENGINEERING AT 621 S. BROADWAY 501-379-1805
WITH ANY QUESTIONS OR FOR MORE INFORMATION.
8. BOUNDARY STREET IMPROVEMENTS SHALL INCLUDE, BUT NOT BE LIMITED TO, RECONSTRUCTION OF ONE—HALF SECTION OF
THE ABUTTING STREET IF THE EXISTING STREET IS NOT UP TO CITY STANDARDS. REPAIR, REPLACE, OR EXTEND EXISTING
DAMAGED OR MISSING CURB AND GUTTER, SIDEWALK, RAMPS OR CONCRETE DRIVEWAY APRONS WITHIN THE PUBLIC
RI OFADJACENT TO THE SITE. REMOVE ABANDONED DRIVEWAY CUTS AND INSTALL CURB, GUTTER, AND
D ALK. ALL WORK WITHIN THE PUBLIC RIGHT—OF—WAY SHALL CONFORM TO CITY OF LITTLE ROCK STANDARD DETAILS
A ADA GUIDELINES.
9. PROPOPROVEMENTS TO RIVERFRONT DRIVE SHOULD BE CONSTRUCTED IN CONFORMANCE WITH CITY OF LITTLE ROCK
STANDAR AILS FOUND AT HTTPS: //WWW.LITTLEROCK.GOV/CITY—ADMINISTRATION/CITY—DEPARTMENTS/PUBLIC—WORKS/
10. DAMAGE TO P ND PRIVATE PROPERTY DUE TO HAULING OPERATIONS OR OPERATIONS OF CONSTRUCTION RELATED
EQUIPMENT FRO CONSTRUCTION SITE SHALL BE REPAIRED BY THE RESPONSIBLE PARTY.
11. THE MAXIMUM CROSS'S P AT THE SIDEWALK CROSSING IS 1:50 OVER A 3 -FOOT PATHWAY. ALL DRIVEWAY APRONS
WITHIN THE PUBLIC RIG T WAY SHALL BE A MINIMUM EIGHT (8) INCHES THICK OF 3000 PSI CONCRETE AND MUST
CONFORM TO ORDINANCE #1 AND #18,031 FOR GRADE, SPACING, AND OTHER DESIGN PROVISIONS. DRIVEWAY
APRONS MUST BE INSTALLED VE ITY OF LITTLE ROCK STANDARD DETAILS PW -30 THRU PW -35.
PROPOSED 5'
WIDE SIDEWALK
TRANSITION TO TAPFR
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TAPER
OSED CURB
GUTTER
0
150 FOOT RIGHT-OF-WAY
TAPER
EXISTING
NE
EXISTING
STORMWATER
PIPE TO REMAIN
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SCALE:
20' 0 20' 40'
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JOB NUMBER:
BBOC-10657
SHEET NUMBER:
C1 OF C11