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SITE & GRADING PLAN
GENERAL NOTES
1. THE GENERAL CONTRA TOR SHALL TAKE ALL PRECAUTIONS NECESSARY TO
AVOID PROPERTY D MAGE 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 USE 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. ALL SLOPES TO BE GRADED TO 3:1 OR FLATTER UNLESS OTHERWISE
INDICATED ON THIS SHEET.
5. REINFORCED CONCRE PIPE (RCP) SHALL BE CLASS III.
6. ALL STORM DRAIN LINS AND UTILITY LINES UNDER THE PAVEMENT SHALL BE BACK FILLED
WITH CRUSHED STOW .
7. 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 APPROPRI TE 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.
8. 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.
9. GRADE TO DRAIN AWAY FROM BUILDING AT MINIMUM 1% SLOPE.
10. THE GRADING CONTRACTOR SHALL INSTALL STRAW BALES OR SILT FENCE AROUND ALL
DRAINAGE BOXES DURING CONSTRUCTION TO CONTROL EROSION AND
SILTATION OF THE SITE.
11. ALL DIMENSIONS ARE SHOWN TO THE BACK OF CURB.
12. CONCRETE RESIDENT1 L DRIVES SHALL BE POURED DURING BUILDING CONSTRUCTION AND
ARE NOT PART OF THIS CONTRACT.
CITY
OF LITTLE ROCK
CIVIL ENGINEERING COMMENTS:
1.A GRADING PERMIT MUST BE OBTAINED PRIOR TO THE INITIATION OF WORK. PERMITS
MAY BE ACQUIRED FROM THE PUBLIC WORKS DEPARTMENT AT 701 WEST MARKHAM
STREET AFTER APPROViAL OF EROSION CONTROL PLAN. CONTACT VINCE FLORIAN[ AT
371-4817 WITH ANY QUESTIONS.
2.HAULING OF FILL MATERIAL ON OR OFFSITE OVER MUNICIPAL STREETS AND ROADS
REQUIRES APPROVAL PRIOR TO A GRADING PERMIT BEING ISSUED. CONTACT PUBLIC
WORKS TRAFFIC ENGINEERING AT 621 S. BROADWAY, 379-1805 (TRAVIS HERBNER) FOR
MORE INFORMATION.
3.THE CONTRACTOR IS RESPONSIBLE FOR CONTACTING MEL HALL (501-590-7465) FOR
INSPECTION OF ALL WORK IN THE RIGHT—OF—WAY.
4.AT THE COMPLETION AND ACCEPTANCE OF THE WORK IN THE RIGHT—OF—WAY, THE
CONTRACTOR SHALL SUBMIT A ONE (1) YEAR MAINTENANCE BOND FOR 50 PERCENT OF
THE TOTAL COST OF IMPROVEMENTS IN THE RIGHT—OF—WAY AND EASEMENTS. ALSO,
PROVIDE AS —BUILT DRAWINGS OF INSTALLED INFRASTRUCTURE.
5.CONTACT MEL HALL, PUBLIC WORKS CIVIL ENGINEERING, AT 918-7465 FOR ON —SITE
CLARIFICATION OF GRADING PERMIT REQUIREMENTS PRIOR TO COMMENCING WORK.
&TRACKING OF MUD IS NOT PERMITTED ON CITY STREETS. THE CONTRACTOR IS SUBJECT
TO FINES AND STOP WORK PENALTIES FOR VIOLATION OF THIS ORDINANCE.
7.ANY WORK INVOLVING ONE OR MORE ACRES OF DISTURBED AREA REQUIRES A STATE
NPDES PERMIT PRIOR TO GRADING PLAN APPROVAL. CONTACT THE ARKANSAS
DEPARTMENT OF ENVIRONMENTAL QUALITY, NPDES BRANCH AT 682-0744 FOR
APPLICATONS AND INFORMATION ABOUT GENERAL PERMIT #ARRI50000.
BALL EROSION CONTROL FEATURES MUST BE INSTALLED AND MAINTAINED UNTIL THE SITE
IS STABILIZED.
9. ALL DISTURBED AREA MUST BE VEGETATED WITHIN 21 DAYS AFTER CONSTRUCTION IS
COMPLETE
GRAPHIC SCALE
20 40
( IN FEET)
1 inch = 20 ft.
OF 4&
THOMAS yoPv�
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No. 94
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THOMAS
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RANCH WEST VI
LITTLE ROCK, ARKANSAS
APPROVED DRAWN BY DATE SHEET NO.
TRP 8/24/15
SCALE 1 2 OF 10
1" = 20'
3810 LOOKOUT ROAD,
TEL: 501-753-4463
N. LITTLE ROCK, AR. 72116
FAX: 501-753-6814