Z-8751 Map 121
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GRADING PLAN
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GENERAL NOTES
1. THE GENERAL CONTRACTOR SHALL TAKE ALL PRECAUTIONS NECESSARY TO AVOID
PROPERTY DAMAGE TO ADJACENT PROPERTIES DURING THE CONSTRUCTION PHASES OF THIS
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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
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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
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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
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RESPONSIBLE FOR CONDITIONS OF THE JOB SITE, INCLUDING SAFETY OF ALL PERSONS AND
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PROPERTY DURING PERFORMANCE OF THE WORK. THIS REQUIREMENT WILL APPLY
CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS. THE DUTY OF THE
ENGINEER OR OWNER TO CONDUCT CONSTRUCTION REVIEW OF THE CONTRACTOR'S
PERFORMANCE IS NOT INTENDED TO INCLUDE REVIEW OF THE ADEQUACY OF THE
CONTRACTOR'S SAFETY MEASURES, IN, ON OR NEAR THE CONSTRUCTION SITE.
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
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 COMPLETE. THE CONTRACTOR MUST CALL THE APPROPRIATE UTILITY
\ P COMPANY AT LEAST 48 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD
LOCATIONS OF UTILITIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO
LOCATE ALL EXISTING UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS
f�G�' ORM�R ;0, SHOWN ON THE PLANS.
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5. SEE ARCHITECTURAL PLANS FOR DETAILS ON CONCRETE RAMPS AND SIDEWALKS
ATTACHED TO BUILDINGS.
-- �- 6' • 6. FINISHED GRADE CONTOURS ARE INDICATED ALONG TOP OF COMPLETED STRUCTURES,
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`'TOP OF PAVEMENT AND GUTTER LINE OF CURB, UNLESS OTHERWISE SHOWN. FOR ROUGH
STRUCTURES TO FINISHED GRADE GRADING, CONTRACTOR SHALL ALLOW FOR DEPTHS OF TOPSOIL AND CONCRETE
STRUCTURES FOR FINISH GRADING,G, INDICATED ON THIS SHEET. CONTRACTOR SHALL INSTALL TOPSOIL AND CONCRETE
7. GRADE TO DRAIN AWAY FROM BUILDING AT MINIMUM 1% SLOPE.
_ _ ♦ 8. THE GENERAL CONTRACTOR SHALL FURNISH "AS -BUILT" DRAWINGS AT END OF
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PROJECT.
9. ALL STORM FILLED WITH CRUSHEDINSLI NE. NES AND UTILITY LINES UNDER THE PAVEMENT SHALL BE BACK
10. SPOT ELEVATIONS ARE SHOWN IN GUTTER OF CURBS.
LEGEND
• 256.8 SHOWS SPOT ELEVATION ON NEW PAVEMENT
R� ` zszea SHOWS SPOT ELEVATION ON EXISTING PAVEMENT
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PARKING LOT TO ELEVATIONS - - ENGINEER
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iw Lr) 257.8 257.8. MATCH EXISTING A � •.�O ��:
256.8 PARKING LOT GRADE V '�i s•'
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258.19 258.36x 252;.�-
�\ I CONSTRUCT DROP INLET CONSTRUCT DROP INLET \
\ 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 \ \ \\
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CONSTRUCT DROP INLET RIM 257.00 INVERT IN 253.40 INVERT IN 253.19 \V
RETAIN EXISTING PIPE WESTERLY INVERT IN 254.0 INVERT OUT 253.30 INVERT OUT 252.19
TOP 256.9 CONSTRUCT CONCRETE INVERT OUT 253.65 RETAIN EXISTING GRATE INLET CONSTRUCT
TRUCT GRATE INLET
S FL 254.25 SWALE BETWEEN ISLANDS \3+54
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� rn, \ RIM 255.35 _ ' � � � �Ra � \ � INSTALL 36" FES
TOP 257.0
\ I FL 255.48 v� ' - INVERT IN 251.32 - \ 5 STA 0+00
INVERT OUT 251.22 \! \�� S INVERT IN 250.52
MOSAIC CHURCH
\ ` FFE m 2M.46 CONSTRUCT DROP INLET
STA 5+47 25s o
RIM 257.3
INVERT IN 251.81
��s I INVERT OUT 251.71
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° 257.6n
354 L.F. 35"RCP i \
\ I MATCH EXISTING
PARKING LOT GRADE
WITH ELEVATION OF
CURB GUTTER
GRA'HIC SCALE
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` ^ � � � \ � i � /7 / / � ( IN FEET )
3 1 inch = 40 ft.
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_ _ --- _ _ GRADING PLAN
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CIP - - - - THOMAS MOSAIC CHURCH
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ENGINEERING S. UNIVERSITY Ave.
COMPANY LITTLE ROCK, AR.
APPROVED DRAWN BY DATE SHEET N0.
- - 3810 LOOKOUT ROAD, N. LITTLE ROCK, AR. 72116 JAN. 14, 2014 CS
- - SCALE 4
TEL: 501-753-4463 FAX: 501-753-6814 1" = 40'