HomeMy WebLinkAboutZ-9120 Map 7SITE & GRADING PLAN
GENERAL NOTES
1. THE GENERAL CONTRACTOR SHALL TAKE ALL PRECAUTIONS NECESSARY TO
AVOID PROPERTY DAMAGE TO ADJACENT PROPERTIES DURNG 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 WALL 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. 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 UTILITIES. IT SHALL
BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING
UTILITIES WHICH CONFLICT NTH 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.
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PROPERTY LINE
BUILDING LINE
EASEMENT
SANITARY SEWER LINE
OVERHEAD ELECTRIC LINE
WATER LINE
STORM DRAIN LINE
FENCE - CHAIN LINK
FENCE - DECORATIVE IRON
LIGHT POLE
UTILITY POLE & GUY
SANITARY SEWER MANHOLE
FOUND SURVEY MARKER AS DESCRIBED
CALCULATED POINT
MAILBOX
WATER VALVE
FIRE HYDRANT
ROOF DRAIN
BOLLARD
ELECTRIC BOX
CURB INLET
TELEPHONE MH/PULLBOX
WATER METER
SIGN
GAS METER
TRAFFIC SIGNAL POLE
10 HE GRADING DRAINAGE BOXES DURING RCONSTRUCTION TO CONTROL EROSION SHALL INSTALL STRAW BALES OR LAN� CE AROUND ALL S```pf�"OF q '' 'S AT E'I •••
SILTATION OF THE SITE. :��'�♦♦t•♦, 11
ARIEARAS
T1iOMAS _ ;♦♦ REGISTERED
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LANDSCAPE AREA NOTES: = c� : : 2 ENGINEER
No. 94
PAVEMENT AREA WITHIN BOUNDARY: 8718 SF %, • • •' �d� '-yp No.11643 �Q
LANDSCAPE WITHIN BOUNDARY: 1565 SF ���''RKANSps„."'�\ '•qS R. p0�♦
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Stage Drawing as Annotated
0 5
18" RCP
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GRAPHIC SCALE
( IN FEET ) 1 inch = 10 ft_ Z -
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