HomeMy WebLinkAbout03100015 Congressional Flex Space Carmel Science & Tech Park, Site Construction Plan pg. 052
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VARIES
PARKING LOT GRADING
TYPICAL SECTION
VARIES
EXISTING PROPOSED
BENCHMARK NOTE
GRADING GENERAL NOTES:
1 -800 -382 -5544
CALL BEFORE YOU DIG
LEGEND
STORM MANHOLE, YARD
DRAIN, CLEAN -OUT
SANITARY MANHOLE
STORM SWALE
EXISTING GRADE
CONTOUR
GRADING BOX
HIGH POINT
STRUCTURE NO.
STRUCTURE NO.
FLOW DIRECTION
PROPOSED FINISHED
FLOOR
886.50
886.00
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(STORM)
(SANITARY)
F.F.E. 896.80
TBM 111 1094 -01 FND. CUT '0' TOP EAST FACE OF LITHE POLE CONCRETE BASE;
LOCATED 300' SOUTH OF CARMEL DRIVE, ON WEST SIDE OF
ASPHALT DRIVE AND AT SE CORNER OF #1185 CARMEL DRIVE
LOT 3, OUTLOT 17 IN CARMEL SCIENCE TECHNOLOGY PARK.
ELEVATION 847.83
NW CORNER TRANSFORMER PAD LOCATED 40' SOUTH
OF THE CENTERLINE OF 122nd STREET AND 50' +1- WEST OF
THE CENTERLINE OF CONGRESSIONAL BOULEVARD.
ELEVATION 843.80
1 THE COMRACTOR 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
EXCAVATING IN AND AROUND EXISTING UTILITY LINES AND
EQUIPMENT. VERIFY COVER REQUIREMENTS BY UTILITY CONTRACTORS
ANDOR UTILITY COMPANIES 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.
TOP OF CURB
DOCK
GRASS /GROUND
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 UTIUTIES, 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 ANAL PAVEMENT AND
FINAL GRADE ELEVATIONS.
TOP OF CURB
BOTTOM OF CURB
6. TRENCHES FOR ALL STORM PIPES ARE TO BE BACKFILLED COMPLETELY
WITH ENGINEERED GRANULAR MATERIAL IF WITHIN 5 FEET OF
PAVEMENT.
7. SEE APPROPRIATE DETAILS TO DE i ERMINE SUBGRADE ELEVATIONS
BELOW FINISH GRADE ELEVATIONS INDICATED.
8. CONTACT UTILITY COMPANIES PRIOR TO REMOVAL OR ABANDONING
OF ANY EXISTING UTILITY UNE.
9. SEE SHEET 4 FOR SITE PLAN.
10. SEE SHEET 6 FOR UTILITY PLAN.
SHEET NO.
1107(mie
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DATE: 03
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PROJECT NO. 122 -0146
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