HomeMy WebLinkAbout17-013 MapGRAPHIC SCALE
10 0 5 10 20 H
( IN FEET )
1 inch = 10 ft.
REMO\o
EXISTING LOADING DOCK
EL = 259.57
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EXISTING ELEVATIONS
REINSTALL CONCRETE TO MATCF
EXISTING ELEVATIONS
ENSURE POSITIVE DRAINAGE AWAY FROM
THE BUILDING
THIS AREA TO SLOPE AWAY FROM
LOADING DOCK WITH NO CROSS SLOPE
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TBM = 255.96
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TRANS PAD
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FALL 20'X6' RAISED CONCRETE /
DING PAD FOR STEPS /
iOUTH = 255.52 (4'-1" BELOW FF) /
JORTH = 256.00 /
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EXISTING CONCRETE /
PAVEMENT
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#4 BARS X 16" LONG @ 2'-0"
DRILL AND SET BAR IN EXISTING MIN 8" DEI
CENTER HEIGHT ON EXISTING PAVEMI
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EXISTING PAVEM
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GENERAL NOTES
1. THE GENERAL CONTRACTOR SHALL TAKE ALL PRECAUTIONS NECESSARY TO
AVOID PROPERTY DAMAGE TO ADJACENT PROPERTIES DURING THE CONSTRUCTION
PHASES OF THIS PROJECT. THE CONTRACTOR WILL BE HELD SOLELY RESPONSIBLE
FOR ANY DAMAGES TO THE ADJACENT PROPERTIES OCCURRING DURING THE
CONSTRUCTION PHASES OF THIS PROJECT.
2. WARRANTY/DISCLAIMER. THE DESIGNS REPRESENTED IN THESE PLANS ARE IN
ACCORDANCE WITH ESTABLISHED PRACTICES OF CIVIL ENGINEERING FOR THE DESIGN
FUNCTIONS AND USES INTENDED AT THIS TIME. HOWEVER, NEITHER THOMAS
ENGINEERING COMPANY, INC., NOR ITS PERSONNEL CAN OR DO WARRANTY THESE
DESIGNS OR PLANS AS CONSTRUCTED EXCEPT IN THE SPECIFIC CASES WHERE
THOMAS ENGINEERING COMPANY PERSONNEL INSPECT AND CONTROL THE PHYSICAL
CONSTRUCTION ON A CONTEMPORARY BASIS AT THE SITE.
3. SAFETY NOTICE TO CONTRACTOR. IN ACCORDANCE WITH GENERALLY ACCEPTED
CONSTRUCTION PRACTICES, THE CONTRACTOR WILL BE SOLELY AND COMPLETELY
RESPONSIBLE FOR CONDITIONS OF THE JOB SITE, INCLUDING SAFETY OF ALL
PERSONS AND PROPERTY DURING PERFORMANCE OF THE WORK. THIS REQUIREMENT
WILL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS. THE
DUTY OF THE ENGINEER OR OWNER TO CONDUCT CONSTRUCTION REVIEW OF THE
CONTRACTOR'S PERFORMANCE IS NOT INTENDED TO INCLUDE REVIEW OF THE
ADEQUACY OF THE CONTRACTOR'S SAFETY MEASURES, IN, ON OR NEAR THE
CONSTRUCTION SITE.
4. ENGINEER'S NOTICE TO CONTRACTOR. THE CONTRACTOR IS SPECIFICALLY
CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING UTILITIES AS
SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITY
COMPANIES AND, WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE
INFORMATION IS NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE. THE
CONTRACTOR MUST CALL THE APPROPRIATE UTILITY COMPANY AT LEAST 48 HOURS
BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATIONS OF UTILITIES. IT
SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING
UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE
PLANS.
5. SEE ARCHITECTURAL PLANS FOR DETAILS ON CONCRETE RAMPS AND SIDEWALKS
ATTACHED TO BUILDINGS.
6. FINISHED GRADE CONTOURS ARE INDICATED ALONG TOP OF COMPLETED
STRUCTURES, TOP OF PAVEMENT AND GUTTER LINE OF CURB, UNLESS OTHERWISE
SHOWN. FOR ROUGH GRADING, CONTRACTOR SHALL ALLOW FOR DEPTHS OF TOPSOIL
AND CONCRETE STRUCTURES. FOR FINISH GRADING, CONTRACTOR SHALL INSTALL
TOPSOIL AND CONCRETE STRUCTURES TO FINISHED GRADE AS INDICATED ON THIS
SHEET.
7. GRADE TO DRAIN AWAY FROM BUILDING AT MINIMUM 1% SLOPE.
8. THE GENERAL CONTRACTOR SHALL FURNISH "AS -BUILT" DRAWINGS AT END OF
PROJECT.
8" PORTLAND CEMENT CONCRETE
6" AHTD CLASS 7 COMPACTED TO 95%
MODIFIED PROCTOR DENSITY.
SUBGRADE COMPACTED TO
95% MODIFIED PROCTOR DENSITY
CONCRETE PAVEMENT SECTION
1. CONTROL JOINTS REQUIRED ON ALL DRIVEWAYS AT 12' O.C. EACH WAY OR SPACED
EQUAL TO THE WIDTH OF DRIVEWAY, WHICHEVER IS LESS.
/ 2. CONCRETE SHALL HAVE A MINIMUM 4000 PSI COMPRESSIVE STRENGTH WITH FIBER
/ MESH REINFORCEMENT.
/ 3. FIBER MESH REINFORCEMENT APPLICATION RATE: 1.5 POUNDS FIBER PER CUBIC
YARD OF CONCRETE.
ARKANSAS STATE LAW REQUIRES THAT THE EXCAVATOR
-- IS TO LOCATE ALL EXISTING UTIUTIES IN ACCORDANCE
WITH THE ARKANSAS UNDERGROUND FACILITIES DAMAGE
PREVENTION ACT. THIS LAW REQUIRES THAT THE EXCAVATOR
/ MAKE A TELEPHONE CALL TO THE ARKANSAS ONE CALL
/ SYSTEM AT 1-800-482-8998 AT LEAST TWO WORKING
DAYS PRIOR TO EXCAVATION TO INSURE THAT ANY EXISTING
UTILITIES CAN BE LOCATED.
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DESIGNER:
DRAWN BY: AJP
JOB NO.: 20161108
DATE: 02-16-17
PROJECT REVISIONS
SHEET NUMBER
C 1
0 F: