HomeMy WebLinkAbout2- 13675 Freemanville Grading PlanI C,
GRADING & DRAINAGE NOTES 4.
5.
1. PROVIDE POSITIVE DRAINAGE AT ALL TIMES.
2. SEE C502 FOR STORM SEWER PROFILE LINE A
3. MATCH EXISTING GRADE AT THE INTERFACE
BETWEEN NEW AND EXISTING SURFACES.
NOTIFY ENGINEER IMMEDIATELY IF DESIGN
GRADES DO NOT MATCH EXISTING GRADES 6,
AS SHOWN ON THE PLANS.
MAXIMUM NEW CUT/FILL SLOPE IS 2H:1V
CLEAN AND FLUSH EXISTING STORM SEWER
STRUCTURE AND/OR LINE. CONTRACTOR
SHALL REMOVE ALL DEBRIS & SEDIMENT
WITH VACUUM TRUCK & REMOVE FROM SITE.
DO NOT FLUSH DEBRIS OR SEDIMENT
DOWNSTREAM.
PROVIDE 1/4 " PER FOOT CROSS SLOPE FOR
ALL CROWNED DRIVEWAYS.
7. ADJUST THE TOPS OF ALL EXISTING STORM
STRUCTURES TO FINAL GRADE.
8. PLACEMENT OF FILL OVER SLOPES 4H:1V OR
STEEPER SHALL BE BENCHED PER DETAIL.
9. PROVIDE A MINIMUM OF A 5 FT. SHOULDER AROUND
THE BUILDING SLOPING AWAY AT 2% SLOPE, (TYP.)
(D NiF
CAROL MOORE BOGGS
OB. 28422 PC]. 245
x
1/2" R D�' ;
ti __-L-1i2" RD
314.21'
FND -34�5 i FND
N q942t65` F
....................................... ............. . ........
.. .... ........... . . . . ...... '?33.62' 7 7t777- 0.14'NE
1" CTP ■k24 90' N 99'4 19" E . ...... . _7`7-777t
FND
. ... . ........
................ �t77
�v C-,FprE
RB.......... . .
FND
•
25 FT. SIDE SUILDINO FN!�
23.00"vv SET111 ------------
4.
.... .. .....
fix'
v-- ----
..........................
. . . . . . . . . . . . . . . . . . . .
, 14 )APHES
SODDED INFILTRATION AREA
WITH 30" 810-MIX SOIL MEDIA BELOW
DETAIL 03-0502
NE SWALE: 4 FT, WIDE BY 85 FT LON
NW SWALE: 4 FT WIDE BY 35 Fr LONG
Ly
1-50
D PEDESTAL INLET
11 8'0.,FG y
Eft•
1004.00
'y F�ROPOSED 83 LF 1W HDPE
-0 1.2 7. SLOPE
0.
4v.
1k
'F.
j
<11
N/F
--F6NCE MEADERS THE CAROL GEORG
DS. 56239 PG. 315
ALONG PROPERTY PROPOSED 2,600 SF
MOT 13 FLIP TRUST
SODDED INnLTRATION AREA
-C' -)ROPOSED 1,350 SF
�ODDED INFILTRAT110N AREA
■
DETAIL 03
4$* WITH 21 BIO-MIX SOIL MEDIA BELOW
00 502
94 FT LONG X 22 FT WIDE
-WITH 30" 610-MIX SOL MEDIA BELOW
AND 30 FT LONG X 15 FT WIDE.
41'p DETAIL 03-0502, 90 FT LONG BY
4 FT AT NE ED AND 19 FT AT SW END
NiF
FREEMANVILLE LIFEHOPE HOUSE, LL
C
DB. 57095 PG. 417
LID
PARCEL ID # 22 429008650161
AR' EL SHOWN FOR APPROXIMATE
■
L T, C
0
ONLY PER
OtA N FULTON COUNTY GIS.
NO PROPERTY DESCRIPTION FOUND.)
5✓
'1003.00
_--PROPOSE0 PEDESTAL INLET
K' NEI R
50 N
750 LF 18' HDPE
PROPOSED 1200 SF BIORETEN-nON AREA
WITH 24" BIO-MIX SOIL MEDIA BELOW '-9 2 79 SLOPE
DETAIL
A=483,51' 02-0502, 128 FT. LONG X 10 FT. WIDE
R=533,08'
CH=467-11'
N 251300" W
NOTE: BASEMENT FLOOR 1000.00
WATER LEVEL 982. LOWEST POINT ON TOP OF DAM 986.33 _�__PROPOSED HEADWALL
00
GA DOT I OL
INV. 997.50
THEREFORE HOUSE IS 18 FEET ABOVE WATER LEVEL
■ AND HOUSE IS 13.67 FEET ABOVE TOP OF DAM
�AVD 88� 1, 1 i ., i )
ONC
E CROSSES
OLT T
ROPERT`� LINE
A IP OF
PROPOSED 350 SF BIORETENTION AREA
ARROWHEAD
Tp
WITH 24" BIO-MIX SOIL MEDIA BELOW
02-0502 45 FT LONG X 8 FT WIDE DETAIL - - - - - -
7\
PROJECT DATAr
OWNER AND
PRIMARY PERMITTE-E
CIVIL SITE ENGINEER:
SITE ADDRESS
SITE AREA:
DISTURBED SITE AREA
SCOTT HONAN
13675 FREEMANVILLE ROAD
MILTON, GEORGIA.30004
CORNERSTONE SITE
CONSULTANTS, LLC.
2985 GORDY PKWY, SUITE 119
MARIETTA, GA 30066
ANDREW M. HALLORAN, P.E.,
PH: 770-490-9182
13675 FREEMANVILLE ROAD
MILTON, GA 30004
TAX PARCEL # 22 429008850161
22 429008850377
11.87 ACRES
3.0 ACRES
EXISTING SITE USE: SINGLE FAMILY HOME
PROPOSED PROJECT: CONSTRUCT W SINGLE FAMILY
HOME, DETACHED GARAGE AND
TENNIS COURT
SITE ZONING: AG1
IMPERVIOUS AREA: TOTAL = 45,600 SF or 1.10 AC.
NEW HOME, GARAGE & TENNIS COURT: 0.77 AC.
EXISTING DRIVE & BARN: 0.33 AC.
E'- DATA SHF-ETS FnR
C_,
ALL CONI�)TRUCTION DETAILS
EXISTING. INFORMATION DIJCLAIM'
-R'
EXISTING. INFORMATION MAY NOT BE SHOWN ON ALL DRAWINGS
IN ORDER TO BETTER ILLUSTRATE THE PROPOSED CONSTRUCTION
INFORMATION. PLEASE REFER TO THE EXISTING CONDITIONS
PLANS AS NECESSARY WHEN REVIEWING THE DRAWINGS.
24 HOUR EMERGENCY CONTACT:
JARED PENNY @ 678-207-9916
OA o
www.Georg ic8l I.co,
5 BUSINESS DAYS PRIOR TO CONSTRUCTION
CONTACT GEORGIA 811 UTILITY PROTECTION CENTER
UTILITY DISCLAIMER -
ALL KNOWN UTILITIES HAVE BEEN SHOWN BASED ON THE
BEST INFORMATION AVAILABLE TO THE OWNER. ALL
KNOWN UTILITIES HAVE BEEN SHOWN SCHEMATICALLY
ON THE PLANS AND MAY NOT BE SHOWN ACCURATELY
HORIZONTALLY OR VERTICALLY. UTILITIES MAY EXIST
WHICH ARE NOT SHOWN ON THE PLANS. THE CONTRACTOR
SHALL BE RESPONSIBLE FOR CONTACTING ALL UTILITY
COMPANIES HAVING UTILITIES WITHIN OR ADJACENT TO
THE WORK AREA. THE CON TRAC1OR SHALL HAVE THE
UTILITIES FIELD LOCATED AND COORDINATE WITH UTILITY
COINIPANIES TO HAVE THEM RELOCATED EITHER
VERTICALLY OR HORIZONTALLY WHEN NECESSARY FOR
PROPOSED CONSTRUCTION OR ADAPTED FOR PROPOSED
CONNECTIONS. CONTRACTOR SHALL CALL THE UTILITIES
PROTECTION CENTER (UPC) AT LEAST 72 HOURS
(THREE BUSINESS DAYS) PRIOR. TO CONSTRUCTION
SEE SHEET C-000 FOR GENERAL
NE_RAl-
.NOTES AND DRAWING LEGEND
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...............
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50'CITY STREAM bUFFER
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EW�OACHESI -0` Sl�)E B�JLD NG 25 FT -4- 685
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APPROX. L.L.L. ......
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.......... .
7
89-4015 )�i 1_4_
................ . ------ .............................. ........................
7 .0 N=1496590 .76
...........
IPS
P.O.B.
... . .. . .. ......... . E=2248418.50
. .......... ..........
1 R'. .............. . . ...... ........... ........ ......
......................
N:14 6587.30 ................. .. ......... ........ ... .......
E:22 7 15.95 x
26STATE STREAM BUFFER 571
o
I LACE
N/F
(BRENTA. HERVEY, ET. UX.
PRIVATE DRIVE)
DI3. 55222 PG. 329 X,
40; 0' 40 80, 120 1
SCALE: 111-401
CORNERSTONE
SITE CONSULTANTS, LLC
2985 GORDY PARKWAY
SUITE 119 . .
MARIETTA, GA 30066
770,490.9182
www. corn erstonesite.cof n
GA SWCC LEVEL 11 NO. 7207
EXP 03-17-21
PROJECT #-, 2018--0015
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08/02/2018
LDP REVIEW
09/14/2018
LDP RE -SUBMITTAL
10/19/2013
LDP RE -SUBMITTAL
COPYRIGHT 2018 BY
CORNERSTONE SITE
CONSULTANTS, LLC. ALL
RIGHTS RESERVED. THESE
DOCUMENTS, REEMAIN 'THE
PROPERTY OF THE
CONSULTANTS AND NO PART
MAY BE USED OR
REPRODUCED WITHOUT PRIOR
WRITTEN PERMISSION OF THE
COPYRIGHT OWNER.
;HEET TITLE:
OVERALL
GRADING
DRAINAGE PLAN
ISHEET NUMBER: I
C110