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GRADING PLAN
GENERAL NOTES
1. THE GENERAL CONTRACTOR SHALL TAKE ALL PRECAUTIONS NECESSARY TO AVOID
PROPERTY DAMAGE TO ADJACENT PROPERTIES DURING THE CONSTRUCTION PHASES OF THIS
PROJECT. THE CONTRACTOR WILL BE HELD SOLELY RESPONSIBLE FOR ANY DAMAGES TO
THE ADJACENT PROPERTIES OCCURRING DURING THE CONSTRUCTION PHASES OF THIS
PROJECT.
2. WARRANTY/DISCLAIMER. THE DESIGNS REPRESENTED IN THESE PLANS ARE IN
ACCORDANCE WITH ESTABLISHED PRACTICES OF CIVIL ENGINEERING FOR THE DESIGN
FUNCTIONS AND USES INTENDED AT THIS TIME. HOWEVER, NEITHER THOMAS ENGINEERING
COMPANY, INC., NOR ITS PERSONNEL CAN OR DO WARRANTY THESE DESIGNS OR PLANS AS
CONSTRUCTED EXCEPT IN THE SPECIFIC CASES WHERE THOMAS ENGINEERING COMPANY
PERSONNEL INSPECT AND CONTROL THE PHYSICAL CONSTRUCTION ON A CONTEMPORARY
BASIS AT THE SITE.
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3. SAFETY NOTICE TO CONTRACTOR. IN ACCORDANCE WITH GENERALLY ACCEPTED
-
-
CONSTRUCTION PRACTICES, THE CONTRACTOR WILL BE SOLELY AND COMPLETELY
RESPONSIBLE FOR CONDITIONS OF THE JOB SITE, INCLUDING SAFETY OF ALL PERSONS AND
,JPP
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PROPERTY DURING PERFORMANCE OF THE WORK. THIS REQUIREMENT WILL APPLY
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CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS. THE DUTY OF THE
ENGINEER OR OWNER TO CONDUCT CONSTRUCTION REVIEW OF THE CONTRACTORS
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PERFORMANCE IS NOT INTENDED TO INCLUDE REVIEW OF THE ADEQUACY OF THE
PS
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SAFETY MEASURES, IN, ON OR NEAR THE CONSTRUCTION SITE.
rCONTRACTOR'S
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4. ENGINEER'S NOTICE TO CONTRACTOR. THE CONTRACTOR IS SPECIFICALLY CAUTIONED
THAT THE LOCATION AND/OR ELEVATION OF EXISTING UTILITIES AS SHOWN ON THESE PLANS
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IS BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES AND, WHERE POSSIBLE,
MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED ON AS
BEING EXACT OR MUST CALL THE APPROPRIATE UTILITY
COMPLETE. THE CONTRACTOR
COMPANY AT LEAST 48 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD
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LOCATIONS OF UTILITIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO
RELOCATE ALL EXISTING UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS
SHOWN ON THE PLANS.
5. SEE ARCHITECTURAL PLANS FOR DETAILS ON CONCRETE RAMPS AND SIDEWALKS
ATTACHED TO BUILDINGS.
•
6 FINISHED GRADE CONTOURS ARE INDICATED ALONG TOP OF COMPLETED STRUCTURES
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OR ROUGH
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- -- -- - - =" - S��R G• GRADING, CONTRACTOR DSHALL EALLOW FORDEPTHSOF TOPSOIL AND CONCRETE
_C - - - \ %" ON� 8�-� �f�`. \ STRUCTURES. FOR FINISH GRADING, CONTRACTOR SHALL INSTALL TOPSOIL AND CONCRETE
gR\� D�O� PNI�' \ STRUCTURES TO FINISHED GRADE AS INDICATED ON THIS SHEET.
- -- -
7. GRADE TO DRAIN AWAY FROM BUILDING AT MINIMUM 1% SLOPE.
-- - - - �/ 8. THE GENERAL CONTRACTOR SHALL FURNISH "AS -BUILT" DRAWINGS AT END OF
PROJECT.
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9. ALL STORM DRAIN LINES AND UTILITY LINES UNDER THE PAVEMENT SHALL BE BACK
FILLED WITH CRUSHED STONE.
-- --^ - l-_
10. SPOT ELEVATIONS ARE SHOWN IN GUTTER OF CURBS.
- - LEGEND
�� NEP • 256.8 SHOWS SPOT ELEVATION ON NEW PAVEMENT
x 257.60 SHOWS SPOT ELEVATION ON EXISTING PAVEMENT
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ONE X\
`ONE AE \
VA (SCALED M EOM
FLOOD
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MATCH EXISTING qq2
PARKING LOT GRADE
WITH ELEVATION OF \ \
CURB GUTTER
1 wlv,� I RUU I UnUr' IIVLL I wNS I NUO I UKUF INLt I
\ \ STA. 10+41 CONSTRUCT DROP INLET STA 7+90 STA 7+36
REMOVE EXISTING GRATE INLET STA 9+14 RIM 257.00 RIM 257.00 \�
CONSTRUCT DROP INLET RIM 257.00 INVERT IN 253.40 INVERT IN 253.19 z -' \
RETAIN EXISTING PIPE WESTERLY INVERT IN 254.0 INVERT OUT 253.30 INVERT OUT 252.19 - 2 -
�' �SQHr TOP 256.9 CONSTRUCT CONCRETE INVERT OUT 253.65
\ FL 254.25 SWALE BETWEEN ISLANDS RETAIN EXISTING GRATE INLET
TOP 257.0 0, �
FL 255.48 u' �n
MOSAIC CHURCH/l
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PPE m 2WA6 CONSTRUCT DROP INLET -
STA 5+47
\ RIM 257.3
INVERT IN 251.81
INVERT OUT 251.71
257.60
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CONSTRUCT GRATE INLET \go
STA 3+54 - - - -
RIM 255.35 -� V - \ �Q�FF INSTALL 36" FES
INVERT IN 251.32 STA 0+00
INVERT OUT 251.22 - - - A I ae� c � ASP INVERT IN 250.52
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354 L.F. \` s 36"RCP \ \
MATCH EXISTING
PARKING LOT GRADE
WITH ELEVATION OF
CURB GUTTER
GRA�HIC SCALt,
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IN FEET
1 inch = 40 ft.
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ARK N AS
LICENSED
PROFESSIONAL
ENGINEER
"p No.4685
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