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LEGEND
EXISTING PROPOSED
M.E._ _ _ _ = STORM SEWER
848.04
aa7.sa SANITARY SEWER
O MANHOLE 0
} U INLET ■
1 END SECTION 4
STORM STR. NO.
M.E.
x aas.5s SURFACE WATER
848.03 3 848.FLOW DIRECTION
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1 a4a.2s GROUND
aa7.7s CONTOUR
1
1 SPOT ELEVATION aso.00
DECIDUOUS
M.E. TREE
846.67
i 846.17
EVERGREEN
TREE
' FM SANITARY
FORCE MAIN
GRADING PLAN
GENERAL NOTES:
`j 1 THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS IN THE FIELD PRIOR TO
` STARTING CONTRUCTION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR
ALL FIELD LOCATIONS. IF ANY DISCREPANCIES ARE FOUND IN THESE PLANS
12 FROM THE ACTUAL FIELD CONDITIONS, THE CONTRACTOR SHALL NOTIFY THE
ENGINEER IMMEDIATELY.
2. THE EXCAVATING CONTRACTOR MUST TAKE PARTICULAR CARE WHEN
EXCAVATING IN AND AROUND EXISTING UTILITY LINES AND EOUIPMENT.
VERIFY COVER REQUIREMENTS BY UTILITY CONTRACTOR'S AND/OR UTILITY
J COMPANIES SO AS NOT TO CAUSE DAMAGE.
3. PROVIDE POSTIVE DRAINAGE WITHOUT PONDING, IN ALL AREAS AFTER
INSTALLATION. CONTRACTOR TO TEST FOR, AND CORRECT, IF ANY, PONDING
CONDITIONS THAT EXIST.
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
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EXISTING UTILITIES. THE CONTRACTOR MUST NOTIFY THE UTILITY COMPANY
SO A REPRESENATIVE 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.
U- = = G: _ =TRENCHES FOR ALL STORM AND SANITARY PIPES ARE TO BE BACKF I LLED
" COMPLETELY WITH ENGINEERED GRANULAR MATERIAL IF WITHIN 5 FEET OF
11 PAVEMENT.
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7. SEE APPROPRIATE DETAILS TO DETERMINE SUBGRADE ELEVATIONS BELOW
FINISH GRADE ELEVATIONS INDICATED.
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S. FLOW LINE ELEVATIONS ARE GIVEN FOR ALL CONCRETE END SECTIONS.
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l 1� 9. SEE SHEET C103 FOR SITE PLAN.
10. SEE SHEET C105 FOR UTILITY PLAN.
11. DAYLIGHT ROOF DRAINS IN REAR OF BUILDING INTO SWALE.
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DATE: AUGUST 19, 1999
SCALE: 1" = 20'
PROJECT NO.111-1194
SHEET NO.
C104
1194G. DGN
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