HomeMy WebLinkAbout0959.95.5~
A 01
- - — — — — — — — - 4 p'yj
moll
A.
az
BENCHMARK: ��� 7�� x���-� U��� �¢�' ��T 0V
��'-/v�.///w+oo� �`/ 'o// /^/'- '�^'. " "-'"� "'~'` ~^_' ''' CONCRETE
LOCATED 29 /v O CENTERLINE OF .='^', ~. AND 80'W
OF u'A°_^ DRIVE TO ASE ~~-- ELEVATION: 751.46
~-- '
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752.5 754.
2.
752.1 1
I IF
/
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^
0 50' 100'
GRADING PLAN
GENERAL NOTES,
I . M. E. ' INDICATES EX[STINS SPOT ELEVATION/ CONTRACTOR SHALL MATCH EXISTING GRADE AT
THAT POINT.
2. WHERE M.E. (MATCH EXISTING) IS INDICATED ON THE CONSTRUCTION . FILED
OBSERVATIONS SHOULD BE MADE TO ASSURE POSITIVE DRAINAGE IS ASSURED.
3, EXCESS DIRT T0 BE STOCKPILED IN AREAS AS DESIGNATED BY THE DEYELOPER,
4. UND[RDRAlN SHOULD BE CONSTRUCTED WITHIN ALL SWALES AND O[TCH[S, WITH LESS THAN
1.0% TO ALLEVIATE DRAINAGE CONCERNS.
5. DU NOT SCALE FROM THESE PLANS FOR SURVEY FIELD LOCATIONS.
G ' CHECK BENCHMARK WITH EXISTING GRADES AND EXISTING TOPOGRAPHY BEFORE BEGINNING
CONSTRUCTION. ANY O}SCREPAN[|[S MUST BE REPORTED TO THE ENGINEER IMMEDIATELY.
7 BEFORE ANY EARTHWORK IS PERFORMED, THE CONTRACTOR IS RESPONSIBLE FOR LOCATING ALL
^ EX [STING UTILITIES WITHIN, OR BORDERING, THE PROJECT. CONTRACTOR SHALL CALL 1-800-382-
5544 FORTY-EIGHT (48) HOURS PRIOR 0 COMMENCEMENT OF 0RT1`IWORK.
B. T.C. -INDICATES TOPOF STRUCTURE CASTING OR R IMELEVATION.
EXISTING
PROPOSED
======= STORM SEWER
---^--~~ SANITARY SEWER ----~-----
{} MANHOLE
0
[J1 INLET
0
END SECTION
4
,
STORM STR NO.
F-1
SANITARY STR.NO.
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A 01
- - — — — — — — — - 4 p'yj
moll
A.
az
BENCHMARK: ��� 7�� x���-� U��� �¢�' ��T 0V
��'-/v�.///w+oo� �`/ 'o// /^/'- '�^'. " "-'"� "'~'` ~^_' ''' CONCRETE
LOCATED 29 /v O CENTERLINE OF .='^', ~. AND 80'W
OF u'A°_^ DRIVE TO ASE ~~-- ELEVATION: 751.46
~-- '
/
/
/ | �
\ /
\ `
'
752.5 754.
2.
752.1 1
I IF
/
/
^
0 50' 100'
GRADING PLAN
GENERAL NOTES,
I . M. E. ' INDICATES EX[STINS SPOT ELEVATION/ CONTRACTOR SHALL MATCH EXISTING GRADE AT
THAT POINT.
2. WHERE M.E. (MATCH EXISTING) IS INDICATED ON THE CONSTRUCTION . FILED
OBSERVATIONS SHOULD BE MADE TO ASSURE POSITIVE DRAINAGE IS ASSURED.
3, EXCESS DIRT T0 BE STOCKPILED IN AREAS AS DESIGNATED BY THE DEYELOPER,
4. UND[RDRAlN SHOULD BE CONSTRUCTED WITHIN ALL SWALES AND O[TCH[S, WITH LESS THAN
1.0% TO ALLEVIATE DRAINAGE CONCERNS.
5. DU NOT SCALE FROM THESE PLANS FOR SURVEY FIELD LOCATIONS.
G ' CHECK BENCHMARK WITH EXISTING GRADES AND EXISTING TOPOGRAPHY BEFORE BEGINNING
CONSTRUCTION. ANY O}SCREPAN[|[S MUST BE REPORTED TO THE ENGINEER IMMEDIATELY.
7 BEFORE ANY EARTHWORK IS PERFORMED, THE CONTRACTOR IS RESPONSIBLE FOR LOCATING ALL
^ EX [STING UTILITIES WITHIN, OR BORDERING, THE PROJECT. CONTRACTOR SHALL CALL 1-800-382-
5544 FORTY-EIGHT (48) HOURS PRIOR 0 COMMENCEMENT OF 0RT1`IWORK.
B. T.C. -INDICATES TOPOF STRUCTURE CASTING OR R IMELEVATION.
EXISTING
PROPOSED
======= STORM SEWER
---^--~~ SANITARY SEWER ----~-----
{} MANHOLE
0
[J1 INLET
0
END SECTION
4
,
STORM STR NO.
F-1
SANITARY STR.NO.
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FLOW ARROW
^ ~
CONTOUR
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'
SPOT ELEVATION
PRAIRIE VIEW
CLUBHOUSE AREA
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