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?��GisrE, PF,
No.
10000418
STATE OF
WoNic
1 i :i
GRADING
GENERAL NOTES:
1 THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS IN THE FIELD
PRIOR TO 'STARTING CONSTRUCTION. THE CONTRACTOR SHALL BE
RESPONSIBLE FOR ALL FIELD DIMENSIONS. IF ANY DISCREPANCIES
ARE FOUND IN THESE PLANS FROM THE ACTUAL FIELD CONDITIONS,
THE CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY.
2. THE EXCAVATING CONTRACTOR MUST TAKE PARTICULAR CARE WHEN
EXISTING POND EXCAVATING IN AND AROUND EXISTING UTILITY LINES AND
water Surface EQUIPMENT. VERIFY COVER REQUIREMENTS BY UTILITY CONTRACTORS
Elev. - 817. t AND /OR UT I L I TY COMPAN I ES SO AS NOT TO CAUSE DAMAGE.
3. PROVIDE POSITIVE DRAINAGE WITHOUT PONDING, IN ALL AREAS
AFTER INSTALLATION, CONTRACTOR TO TEST FOR, AND CORRECT, IF
ANY, "BIRD BATH" CONDITIONS.
4. THE CONTRACTOR SHALL NOTIFY ALL UTILITY COMPANIES 72 HOURS
BEFORE CONSTRUCTION IS TO START, TO VERIFY IF ANY UTILITIES
ARE PRESENT ON SITE. ALL VERIFICATIONS (location, size, and
depth) SHALL BE MADE BY THE APPROPRIATE UTILITY COMPANIES.
WHEN EXCAVATING IS AROUND OR OVER EXISTING UTILITIES, THE
CONTRACTOR MUST NOTIFY THE UTILITY COMPANY SO A
REPRESENTATIVE OF THAT UTILITY COMPANY CAN BE PRESENT TO
INSTRUCT AND OBSERVE DURING CONSTRUCTION.
5. ALL PROPOSED SPOT ELEVATIONS ARE THE FINAL PAVEMENT AND
FINAL GRADE ELEVATIONS.
6. TRENCHES FOR ALL STORM AND SANITARY PIPES ARE TO BE
BACKFILLED COMPLETELY WITH ENGINEERED GRANULAR MATERIAL IF
WITHIN 5 FEET OF PAVEMENT.
7. SEE APPROPRIATE DETAILS TO DETERMINE SUBGRADE ELEVATIONS
BELOW FINISH GRADE ELEVATIONS INDICATED.
8. CONTACT ULITITY COMPANIES PRIOR TO REMOVAL OR ABANDONING
OF ANY EXISTING UTILITY LINE SERVING EXISTING BUILDING.
9. SEE SHEET C104 FOR SITE PLAN.
10. SEE SHEET C106 FOR UTILITY PLAN.
11. F. F. INDICATES RECOMMENDED FIRST FLOOR ELEVATION.
B. F. INDICATES RECOMMENDED BASEMENT FLOOR ELEVATION.
12. IN ACCORDANCE WITH ADA REQUIREMENTS, THERE SHALL BE
NO STEPS AT PROPOSED BUILDING ENTRANCES OR ALONG
SIDEWALKS.
LEGEND
EXISTING PROPOSED
= = = = = :
STORM SEWER
•wow•
SANITARY SEWER
No.
*' 19800417
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MANHOLE
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INLET
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END SECTION
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FLOW ARROW
CONTOUR --
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SPOT ELEVATION
813.34
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- - - - fie 40 m Go 4W ar�.rw+�r�Lrir�i+r•
?��GisrE, PF,
No.
10000418
STATE OF
WoNic
1 i :i
GRADING
GENERAL NOTES:
1 THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS IN THE FIELD
PRIOR TO 'STARTING CONSTRUCTION. THE CONTRACTOR SHALL BE
RESPONSIBLE FOR ALL FIELD DIMENSIONS. IF ANY DISCREPANCIES
ARE FOUND IN THESE PLANS FROM THE ACTUAL FIELD CONDITIONS,
THE CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY.
2. THE EXCAVATING CONTRACTOR MUST TAKE PARTICULAR CARE WHEN
EXISTING POND EXCAVATING IN AND AROUND EXISTING UTILITY LINES AND
water Surface EQUIPMENT. VERIFY COVER REQUIREMENTS BY UTILITY CONTRACTORS
Elev. - 817. t AND /OR UT I L I TY COMPAN I ES SO AS NOT TO CAUSE DAMAGE.
3. PROVIDE POSITIVE DRAINAGE WITHOUT PONDING, IN ALL AREAS
AFTER INSTALLATION, CONTRACTOR TO TEST FOR, AND CORRECT, IF
ANY, "BIRD BATH" CONDITIONS.
4. THE CONTRACTOR SHALL NOTIFY ALL UTILITY COMPANIES 72 HOURS
BEFORE CONSTRUCTION IS TO START, TO VERIFY IF ANY UTILITIES
ARE PRESENT ON SITE. ALL VERIFICATIONS (location, size, and
depth) SHALL BE MADE BY THE APPROPRIATE UTILITY COMPANIES.
WHEN EXCAVATING IS AROUND OR OVER EXISTING UTILITIES, THE
CONTRACTOR MUST NOTIFY THE UTILITY COMPANY SO A
REPRESENTATIVE OF THAT UTILITY COMPANY CAN BE PRESENT TO
INSTRUCT AND OBSERVE DURING CONSTRUCTION.
5. ALL PROPOSED SPOT ELEVATIONS ARE THE FINAL PAVEMENT AND
FINAL GRADE ELEVATIONS.
6. TRENCHES FOR ALL STORM AND SANITARY PIPES ARE TO BE
BACKFILLED COMPLETELY WITH ENGINEERED GRANULAR MATERIAL IF
WITHIN 5 FEET OF PAVEMENT.
7. SEE APPROPRIATE DETAILS TO DETERMINE SUBGRADE ELEVATIONS
BELOW FINISH GRADE ELEVATIONS INDICATED.
8. CONTACT ULITITY COMPANIES PRIOR TO REMOVAL OR ABANDONING
OF ANY EXISTING UTILITY LINE SERVING EXISTING BUILDING.
9. SEE SHEET C104 FOR SITE PLAN.
10. SEE SHEET C106 FOR UTILITY PLAN.
11. F. F. INDICATES RECOMMENDED FIRST FLOOR ELEVATION.
B. F. INDICATES RECOMMENDED BASEMENT FLOOR ELEVATION.
12. IN ACCORDANCE WITH ADA REQUIREMENTS, THERE SHALL BE
NO STEPS AT PROPOSED BUILDING ENTRANCES OR ALONG
SIDEWALKS.
LEGEND
EXISTING PROPOSED
= = = = = :
STORM SEWER
•wow•
SANITARY SEWER
No.
*' 19800417
p
MANHOLE
0
a
INLET
a
END SECTION
t
FLOW ARROW
CONTOUR --
x
SPOT ELEVATION
813.34
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Notes:
1. Elevations shown hereon were taken
from a Bench Mark from a grading plan of
the 2.63 acre tract prepared by Bishop &
Associates (Job No. 97771). The Bench
Mark Is a Railroad Spike in the East side
of a power pole 100' +/- South of the
TriCounty property on the West side of
Guilford Street. Elevation = 840.69 feet
"DON'T DIG BLIND"
1 -800 -382 -5544
CALL BEFORE YOU DIG
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DATE: JULY 23,1999
SCALE: 1" =
40'
PROJECT NO. 111-1187
SHEET NO.
C105
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