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SEE SHEET NO.2, ITEM 02220, #4
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NO 2, ITEM 02220, #4
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TEMPORARY DIVERSION SWALE 734.00
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GRADING GENERAL \OTES:
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
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 EQUIPMENT.
VERIFY COVER REQUIREMENTS BY UTILITY CONTRACTOR'S AND /OR UTILITY
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 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
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.
6. SEE APPROPRIATE DETAILS TO DETERMINE SUBGRADE ELEVATIONS BELOW
FINISH GRADE ELEVATIONS INDICATED.
7. ALL EXCESS DIRT TO BE REMOVED FROM SITE.
East 96th Street Auto Park Sub.
In s tr. #2001-00000285
REMO b VEG TATION
8. TEMPORARY DIVERSION SWALES TO BE CONSTRUCTED AND
MAINTAINED THROUGHOUT FILLING PROCESS. SWALES ARE
DIRECT RUNOFF INTO THE POND.
9. POND IS TO REMAIN UNLINED THROUGHOUT ENTIRE FILLING
PROCESS. PERIODIC PUMPING OF THE POND MAY BE
REQUIRED. CONTACT THE ENGINEER FOR A LOCATION OF
DISCHARGE WHEN PUMPING IS REQUIRED.
10. CONTRACTOR SHALL MAINTAIN DRAINAGE OF DIVERSION
SWALE ACROSS CONSTRUCTION ENTRANCE AT ALL TIMES.
LOT
CONSTRUCTION ENTRANCE
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50' 100'
SCALE: 1" 50'
200'
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CALL BEFORE YOU DIG
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HARRRISON MONUMENT, SE COR. SE 1/4
SECTION 8—T17N—R4E. INTERSECTION OF
96TH STREET AND GRAY ROAD.
ELEVATION 740.75
RELEASED FOR CONSTRUCTION
APPROVAL
.REVI'SI0NS
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PROJECT NO
DATE
SHEET TITLE
MASS EARTHWORK
GRADING PLAN
SHEET NO
DESCRIPTION
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MID STATES Job Number: 111 -1390
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20- 01024.02
April 8, 2003
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