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1S W R EA EMENT
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Z 1L0l> THE PROJECT SITE INCLUDES AN ACTIVE HELISTOP SITE WHICH WILL CONTINUE TO BE
j ° UTILIZED THROUGHOUT CONSTRUCTION. AIRCRAFT WILL PASS OVER THE PROJECT SITE
W THROUGHOUT THE CONSTRUCTION PERIOD. THE CONTRACTOR SHALL COORDINATE WORK
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IN THE VICINITY OF THE HELISTOP WITH THE OWNER. A SAFETY AREA WITH A RADIUS
OF 55' SHALL BE MAINTAINED AT ALL TIMES AROUND THE HELISTOP. THE SAFETY AREA
SHALL BE KEPT CLEAN AND FREE OF CONSTRUCTION EQUIPMENT, VEHICLES, CONSTRUCTION
of MATERIALS, STOCKPILES, DEBRIS, OR ANY OTHER FOREIGN OBJECT WHICH MAY
POTENTIALLY DAMAGE A HELICOPTER OR CAUSE INJURY.
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VOTES:
FOR SURVEY CONTROL
INFORMATION. SEE
DRAWING G4.
FOR DRAWING SYMBOLS,
SEE DRAWING G4.
FOR GRADING NOTES, SEE
DRAWING 1C(G)800.
PROPOSED CONTOURS AND
SPOT ELEVATIONS ARE
FINISH GRADE. REFER TO
LANDSCAPE PLANS TO
DETERMINE SUBGRADE
ELEVATIONS.
AREAS TO RECEIVE 6•'
IMPORT TOPSOIL TO BE
CONSTRUCTED 6" BELOW
FINISH GRADE. FINAL 6" OF
TOPSOIL WILL BE PLACED
DURING CONSTRUCTION OF
LANDSCAPING. AREAS TO'
RECEIVE TOPSOIL DENOTED
WITH HATCHING- F-1
REFER TO DEMOLITION
AND DRAINAGE PLANS
FOR EXISTING DRAINAGE
SYSTEM LOCATION AND
REMOVAL/ABANDONMENT
SEQUENCE.
DTHIS AREA WAS UNDER
CONSTRUCTION AT TIME OF
YOPOGRAPHIC SURVEY.
CONTRACTOR SHALL FIELD
VERIFY EXISTING
CONDITIONS PRIOR TO
BEGINNING WORK.
E> FOR GRADING IN THIS
AREA REFER TO
DRAINAGE PLANS.
AREA CLEARED AND
GRUBBED 12" PER
ESC PLAN. FILL AREA
IITH S1 TO MATCH EXISTING
;RADE AND SLOPE.
I. AREAS TO BE PAVED.
SEE PAVING PLANS.
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KEY PLAN
20 10 0 20 40'
SC&E; NONE
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S. 1/2, SEC. 24, T. 23N., R. 4E., W.M.
N. 1/2, SEC. 25, T. 23N., R. 4E., W.M.
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CONSTRUCTION SET
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