HomeMy WebLinkAboutNCC216469_Site Plan or Location Map_20211118X11,
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_ _ _ VICINITY MAP
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------ ------ -- C 1/A. GRADING AND DRAINAGE NOTES
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_ - ______- % 1. EARTHWORK QUANTITIES HAVE NOT BEEN ESTIMATED AND SITE AS SHOWN IS
- - - - - ,\ NOT ASSUMED TO REPRESENT A BALANCED CUT/FILL CONDITION.
__ _ /
----_ - - __ _ -�_\ \ ��� - \ 2. CONTRACTOR SHALL PERFORM HIS OWN ESTIMATES AND SHALL PROVIDE ALL
--gam _ ---- --- - --_ -_\�\ \ \\ \\ \ (S / \ \\ \ \ \ \\ \ \ \ EARTHWORK NECESSARY TO ACHIEVE THE DESIGN GRADE, INCLUDING ANY
� \\\ \ I OFFSITE BORROW OR SPOILS REQUIRED. CONTRACTOR SHALL PROVIDE
\ POSITIVE DRAINAGE IN ALL GRADED AREAS, INCLUDING PAVING, LAWN AND
-- - \ --- --- - - -\ - \ \ \ `\ \ `\ \\ \ \ \ \ \ ` \ \ `� \ LANDSCAPE AREAS.
,, -- - _ _-\\\ 3. THE CONTRACTOR SHALL IMMEDIATELY REPORT TO OWNER ANY
--------------- - \ \ \ \ \ \ \ \ \
- _--- - - _ _ -- --__-- - - - - - _ --- --- \ \ \ \ \ \ `\ \ \ \\ \ \ \ `\ \\ \ \ \ DISCREPANCIES FOUND BETWEEN ACTUAL FIELD CONDITIONS AND
------- - _ \ \ \ / ' CONSTRUCTION DOCUMENTS AND SHALL WAIT FOR INSTRUCTION PRIOR TO
/ - _ - -' �' \---_,\\ '----------------- --- _�__ ---- - --------- Nzz- `\ \ \ \\ \\ \ \\ \ \\ \\ \\\ \\ \ / i I \\ \\\ \ \ \\ \\\\\ \\ / PROCEEDING.
\ --- \
----- ---------- - `\ `\ \ \ \ \ / \\ \ \ `\ 4. CONTRACTOR SHALL VERIFY LOCATION OF ALL UNDERGROUND UTILITIES
PRIOR TO BEGINNING WORK, BOTH PUBLIC AND PRIVATE. CONTRACTOR IS
6-- - --- \ -� - �� � \ � \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ �\ \ \ 1 I I \ \ \ \ \ \\ \ �� - FULLY RESPONSIBLE FOR ALL UNDERGROUND UTILITIES AND SHALL REPAIR
tea- - - _ --_ _ S \ \ \ \ \ \ \ ` s� \ \ \ \s \ \\ \\� 1 \ \ \ \ \ ANY DAMAGE AS A RESULT OF THIS CONTRACT.
_ --_ -------------- - \� �CJ4.. EL \ \ \
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969 7J \ \ \ \ \ \ \ \ \ \ \ \ \ \ S \\ / \ \ \ \ \ / 5. CONTRACTOR SHALL BLEND NEW EARTHWORK SMOOTHLY TO TRANSITION
`� BACK TO EXISTING GRADE.
970 \` \ \ \\ \ \\ \\ \\ \\ \\ \ \ \ \ \0Q� 6. THE PROPOSED CONTOURS AND SPOT ELEVATIONS SHOWN IN DRIVES-70.39
/'� � - �p2 � � \ \� \ Q• \ \ \ \ \ \ \ \ \ \ \ \\� _� \ \ .y� I I I \ \ , \ \ \ \ PARKING LOTS AND SIDEWALKS ARE FINISHED ELEVATIONS INCLUDING
`\ \ �� \ \\ \\ \ \ 9b `\ \ \\ \ \ \� \ \ \ \ \ \\ `\� `\ \\�\ \ \ \ \\ \ ASPHALT. REFER TO PAVEMENT CROSS SECTION DATA TO ESTABLISH
ICY\ \ \ \ \ \ \ \ \ \\ \\ \ \ FJ' \ '1 1 \\ \ \ \ CORRECT SUBBASE OR AGGREGATE BASE COURSE ELEVATIONS TO BE
70 COMPLETED UNDER THIS CONTRACT.
/ V \ \ \ \ \ \ \ \ \ \ \ `� `\ 1 \ `.7. GRADING MORE THAN ONE ACRE WITHOUT AN APPROVED EROSION CONTROL
/\� \ \ ° 1 \ \ \ \ \ \ \ \ \ \
VT -A, 970.75�� \ \ \ \ \ \ \ \ \ \ \ \ \ PLAN IS SUBJECT TO A FINE.
8. STABILIZATION IS THE BEST FORM OF EROSION CONTROL. TEMPORARY SEEDING
IS NECESSARY TO ACHIEVE EROSION CONTROL ON LARGE DENUDED AREAS AND
970. \\ \ \ \ \ \ \ � \ \ \ \ \ \ \ \ \ -�\ / I \ 1 \ � ESPECIALLY WHEN SPECIFICALLY REQUIRED AS PART OF THE CONSTRUCTION
SEQUENCE SHOWN ON THE PLAN. ALL SLOPES MUST BE SEEDED AND MULCHED
\ / WITHIN 21. ALL OTHER AREAS, 15 WORKING DAYS OR 90 CALENDAR DAYS
\
�/f. EfEVz® ;p; y0� \ � e �a\ \ \ \ \ \ \ \ \ \ - - �' WHICHEVER IS SHORTER.
/971
�� / / I / \ 9. CROSS SLOPE OF SIDEWALKS SHALL BE 1 /4"/FT. (MAX).
YI-8 I a 1\ ' \ 1 1 \I \ \ \ \ \ \ \\ \ \ \\ \ ` \\ \ \- /' �� ' i r \ 10. TOTAL DENUDED AREA =
9e9.17 \ \ \ \ \ \\ / 11. ROOF LEADERS SHALL BE SDR-35 PVC, SIZE INDICATED, 1.5% MIN. SLOPE, 18"
a I e 1 1 I \ 1 \ \ \ \ \ \\ MINIMUM COVER.
,1
/ 971 �- \ , I , \ \ \ ` \ r 12. PIPE LENGTHS SHOWN ON CULVERTS INCLUDE FLARED END SECTIONS.
91
'
� I � M'',\ I , i i I i , i � I \ \ \ \\\ \ / ,/ 13. UNLESS OTHERWISE NOTED, THE PHYSICAL CONNECTION BETWEEN THE SITE ROOF
t° / I I I \ \ \ \ \ \ \ \ \ �" / , / DRAIN PIPE AND THE PIPE INSTALLED BY THE PLUMBING CONTRACTOR SHALL BE
1 *969.361 , I \ \ \ \ \ \ \ \ \ ' / / / / /
I MADE BY THE SITE UTILITY CONTRACTOR.
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0.13
969.76
! - - - - - - \\ 970.53
- - - - - - - - - -
*969.73
969.99
)49684
17
968.97
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--- -,-\ \- - -- '-- \- _ - --- ----- --_ -- ---- --- - , - - - 1 Know what's b@SOW.
Call before you dig.
_---- � -- _ �-- �-__------------_---- -_ GRAPHIC SCALE
linch -30feet
B L C
Location: PUBLICATION OR REUSE OF THESE DRAWINGS OR ANY DETAILS WITHIN MUST BE WITH THE WRITTEN CONSLENT OF PIEDMONT DESIGN ASSOCIATES, P.A. Owner: Approved: Date of Issue:
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REVISIONS
O N S
EDP I
BY
REE
WIDTHS (10/19/21)
DMD
Date: 9/5/21
1 "=30 FT
Scale: 1' CONTOURS
Drawn: DMD
Checked: DLM
Project: 2021-07-03-EC
Job: 2021-07-03-EC
Sheet
GR- 1
A 10/19/21
0 1 Sheets
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