HomeMy WebLinkAbout039-99 DP-ADLS Office Bldg Grading Plan- - - - - - - - - - - - - - - - - - - - -
65^DRAINAGE
RIP -RAP
3 1 EL. 836.70 �' 3.1 EL. 837.00
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12'
5
SECTION B -B
NOT TO SCALE
NOTE CONTRACTOR TO VERIFY EASEMENT
AND OBTAIN WRITTEN PERMISSION FROM
ADJACENT PROPERTY OWNER TO NORTH
PRIOR TO ANY CONSTRUCTION IN THIS
ARE A.
"DON'T DIG BLIND"
1-800-382-5544
CALL BEFORE YOU DIG
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
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 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 C103 FOR SITE PLAN.
10. SEE SHEET C105 FOR UTILITY PLAN.
11. F.F. INDICATES FIRST FLOOR ELEVATION: L.F. INDICATES LOWEST
FLOOR ELEVATION.
PROPERTY LINE
EXISTING PROPOSED
STORM SEWER
�=gym• SANITARY SEWER �
Q MANHOLE
13 INLET ■
END SECTION
FLOW ARROW
CONTOUR
SPOT ELEVATION 812.34
65' DRAINAGE EASEMENT
SLOPES TO BE PROTECTED WITH
EROSION CONTROL BLANKET (SEE
EROSION CONTROL PLAN) ----
--- ----- 2X 2%
r 2 2
1 1
5'
SECTION A -A
NOT TO SCI LE
BENCH MARK DESCRIPTION:
"HAM G 54" - A BRONZE DISK IN A CONCRETE POST PROJECTING 1.5 FEET
ABOVE THE GROUND, 0.4 MILES SOUTH OF 116TH STREET, 100 FEET WEST
OF THE CENTERLINE OF SOUTHBOUND U.S. 31
ELEVATION • 844.04 FEET (ISHC)
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