HomeMy WebLinkAboutZ-9120 Map 40
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-E & GRADING PLAN
NERAL NOTES
THE GENERAL CONTRACTOR SHALL TAKE ALL PRECAUTIONS NECESSARY TO
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AVOID PROPERTY DAMAGE TO ADJACENT PROPERTIES DURING THE
CONSTRUCTION PHASES OF THIS PROJECT. THE CONTRACTOR WILL BE HELD
PROPERTIES
SOLELY RESPONSIBLE FOR ANY DAMAGES TO THE ADJACENT
THE CONSTRUCTION PHASES OF THIS PROJECT.
OCCURRING DURING
O
Z. WARRANTY/DISCLAIMER
DESIGNS REPRESENTED IN THESE PLANS ARE IN ACCORDANCE WITH
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THE
ESTABLISHED PRACTICES OF CIVIL ENGINEERING FOR THE DESIGN
FUNCTIONS AND USES INTENDED AT THIS TIME. HOWEVER, NEITHER
DO
THOMAS ENGINEERING COMPANY, INC., NOR ITS PERSONNEL CAN OR
THESEWARRANTY CONSTRUCTED THE
SPECIFIC CASES THOMAS ENGIINEERNGCOM ANY PERSONNEL
INSPECT AND CONTROL THE PHYSICAL CONSTRUCTION ON A
CONTEMPORARY BASIS AT THE SITE.
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3. SAFETY NOTICE TO CONTRACTOR
WITH GENERALLY ACCEPTED CONSTRUCTION PRACTICES,
IN ACCORDANCE
THE CONTRACTOR WILL BE SOLELY AND COMPLETELY RESPONSIBLE FOR
CONDITIONS OF THE JOB SITE, INCLUDING SAFETY OF ALL PERSONS AND
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ANCE O F THE . THIS LL
OTOKREQUIREMENT
PROPERTY NG
RAND MNOT
APPLY CONTINUOUSLY BE LIMITED 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. ALL DIMENSIONS ARE SHOWN TO THE BACK OF_CURB, _
6. ALL STORM DRAIN LINES AND UTILITY LINES UNDER THE PAVEMENT SHALL BE BACK
FILLED
WITH CRUSHED STONE.
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 APPROPRIATE UTILITY COMPANY AT LEAST 48 HOURS BEFORE ANY
EXCAVATION TO REQUEST EXACT FIELD LOCATIONS OF UTIUTIES. IT SHALL
BE THE UTILITIESMICH RESPONSIBILITY NG
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_
GRADE TO DRAIN AWAY FROM BUILDING AT MINIMUM 1% SLOPE.
PROPERTY LINE
BUILDING LINE
EASEMENT
SANITARY SEWER LINE
OVERHEAD ELECTRIC LIN
WATER LINE
STORM DRAIN LINE
FENCE - CHAIN LINK
FENCE - DECORATIVE I
LIGHT POLE
UTILITY POLE & GUY
SANITARY SEWER MANI-
FOUND SURVEY MARKE
CALCULATED POINT
MAILBOX
WATER VALVE
FIRE HYDRANT
ROOF DRAIN
BOLLARD
ELECTRIC BOX
CURB INLET
TELEPHONE MH/PULLI
WATER METER
SIGN
GAS METER
TRAFFIC SIGNAL POU
9.
10. DRA NAGEINBOXES DURINGCONTRACTOR
CONSTRUCTION TOTCONTROL ERO ONLAND ``� ttrrr
AW BALES OR FENCE AROUND ALL ``\...0� � ��''/','''
SILTATION OF THE SITE. . •.o�f
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LANDSCAPE AREA NOTES:
PAVEMENT AREA WITHIN BOUNDARY: 8718 SF
LANDSCAPE WITHIN BOUNDARY: 1565 SF
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\\ 18" RCP
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No.94
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GRAPHIC SCA
10 0 5 10 20
( IN FEET )
1 inch = 10 ft.
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ToTHOMAS
ENGINEERING
COMPANY
3810 LOOKOUT ROAD, N. LITTLE ROCK, AR. 72116
TEL: 501-753-4463 FAX: 501-753-6814
LITTI
APPROVED
1"=10'