PZ - Preliminary Grading Plan 3
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/ ,� GRADING NOTES 00
1. ALL ELEVATIONS SHOWN ARE FINISH GRADE ELEVATIONS. SUBTRACT FINISH U\ ���
M/a—AVa—AVa—AVa—M/a—M/a AVa—M/a—M/a •1� M/a Z V\ —MA Ok/N—M/a MA Ok/N M/N MA OWN KIN MAfk/N —xJa r/a—x,/a xJa—xJa xJa xJa—q/a SURFACE MATERIAL AND BASE MATERIAL TO OBTAIN TOP OF SUBGRADE. p� //
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"\ 2. EXISTING AND PROPOSED CONTOURS ARE SHOWN AT 1' INTERVALS.
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� 0 3. ALL CUT & FILL SLOPES SHALL BE AT 3:1 MAXIMUM UNLESS NOTED OTHERWISE.
\ 4. COORDINATE UNDERGROUND UTILITY INSTALLATION WITH CIVIL WORK SHOWN.
5. THE TOP LAYER OF UNSUITABLE ORGANIC TOPSOIL MATERIAL WITHIN THE
\ 1 I GRADING LIMITS SHALL BE STRIPPED TO A MINIMUM DEPTH OF 6" INCHES AND
U / DISPOSED OF OFF SITE.
6. AFTER SITE STRIPPING, PRIOR TO PLACING AGGREGATE, SUBGRADE SHALL BE
PROOF ROLLED WITH A LOADED DUMP TRUCK AND INSPECTED. ANY SOFT
\ \ I w AREAS SHALL BE EXCAVATED AND FILLED WITH COMPACTED ENGINEERED FILL.
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7. ANY FILL MATERIAL SHALL COMPLY WITH THE "SITE WORK" SECTION OF THEIGEOTECHNICAL REPORT 23791-A PREPARED BY SITE CONSULTING, LLC DATEDS • '675.00' w J JANUARY 18, 2023, AND BE COMPACTED TO 95/o OF MAXIMUM DRY DENSITY PER W
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��: ,I I �. ; �; •I 1 8. THE CONTRACTOR SHALL VERIFY THAT NO UNMARKED EXISTING � U)
UNDERGROUND UTILITIES EXIST IN THE CONSTRUCTION AREA PRIOR TO (D Y No
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STARTING CONSTRUCTION ACTIVITIES. Z O 10,101
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BUILDING PAD BUILDING PAD BUILDING PAD , � BUILDING PAD BUILDING PAD BUILDING PAD Z
� 1 � 9. FOR EROSION CONTROL DETAILS & NOTES SEE SHEET X-X.X. J
\ \\ \ \ \ \ EL: 2550.25' ° i EL: 2550-0' ° EL: 2551 .00' o i I EL: 2550.34' EL: 2550.25" EL: 2550.50' I i :: I W I 10. MAINTAIN SLOPE IN THE DIRECTION SHOWN. GROUND SURFACES SHALL Q LLI
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SLOPE A MINIMUM OF 5% AWAY FROM ALL BUILDING FOUNDATIONS. z C)
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Lq �� I I i i 11. REMOVE ANY DEBRIS AND DISPOSE AT AN APPROVED OFFSITE LOCATION. () W m
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_ I ESTIMATED QUANTITIES w
RM'-R/N' ,RIW RM'—RM' RM' -- —
I w I *QUANTITIES LISTED ARE ESTIMATES ONLY. CONTRACTORS TO
CALCULATE THEIR OWN BID QUANTITIES. ESTIMATES ARE IN BANK
\ 254g 2548.85 CUBIC YARDS WITH NO ALLOWANCE FOR SHRINK OR SWELL.
�s \\ \ \ \\ ° � JULIA AVENUE NORTH �e�d I w I QUANTITIES INCLUDE STRUCTURAL FILL BELOW BUILDING
°� FOUNDATION.
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X \ °S �, ;� _ �, \ �� l SITE AREA ................................................................................ 2.774 AC Q
\� p1,� \R ° • A I 1 ; W I GENERAL EARTHWORK (NET CUT) 2800 CY
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o \ \ �\ — 2549 — — EL: 2550.25'
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SHEET NO:
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X-3.0
DATE:
04-06-2023
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