HomeMy WebLinkAbout3- 13675 Freemanville Utility Planw
UTILITY PLAN NOTE LEGEND
ITEM DESCRIPTION
1A NEW SANITARY SEWER SERVICE FROM RESTROOMS.
SEE PLUMBING DWGS. FOR CONTINUATION
2A SANITARY CLEANOUT (TYP.)
2B NEW H-20 TRAFFIC RATED 4,000 GALLON DOUBLE COMPARTMENT PRECAST
CONCRETE SEPTIC TANK WITH EFFLUENT FILTER. PROVIDE MANHOLE COLLAR PER
DETAIL 03-0503.
2C NEW H-20 TRAFFIC RATED 2,500 GALLON PRECAST CONCRETE DOSING TANK WITH
AN ALTERNATING PUMP SYSTEM AND DOSE COUNTER.
PROVIDE 2 DOSES TO EACH FIELD PER DAY AT 581 GALLONS PER DOSE.
N/F - L.L. L.L.
HOLCOMBE'S FARM�� I ���
SUBDIVISION I I
PB, 2fl7 PG- 9D
0 8
7 .� NIF
I 0 � I CAROL MOO �E BOGGS
2D (2) PRECAST DISTRIBUTION BOXES I I n 9
flB. 28422 PG. 245
m., i3A 6" SCH. 40 PVC ® 1% MIN. 3 FT. MIN. COVER I t a_
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3B 4" SCH. 40 PVC SANITARY LINES FROM DOSING TANK TO DISTRIBUTION BOX i � �- i ■ I
AND FROM DISTRIBUTION BOX TO THE FIELD LINE MINIMUM 1.0% SLOPE I .` ° t�
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3 f k 4G. 1'
IN / r ,` 3• 3 r' ° °: 2 `." �-- �112, RB
3C 340 TOTAL LF HIGH CAPACITY INFILTRATOR SEPTIC FIELD L E. f <' j' _.' `---N-89,3 51i E: i
3i4._ i'
1 _ FND
D1 ROW OF25LF�8FT _ _ -
AS 9 ROWS OF 35 LF AT 8 FT. O,C. AN _ _ -
SHQWN O.C. f d ' t �, ;:. i ; N 89°42` '`> _ �- �- -� F
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OR SEPTIC FIELD LINE. d< , , ,, \\,� , -; , i, '>. } FND
3D 420 TOTAL LF HIGH CAPACITY INFILTRAT _ r \,
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O. C. �" ./:...- / l 1 ,f - d �° s' `,', , �`L '� i ;\ ; - i •� : ,� G, � P _li :,..r CA E' t , ca, '
SHOWN AS 4 ROWS OF 90 LF AT 8 FT. O.C. AND 1 ROW OF 60 LF 0 8 FT / r � , 4 ,,, , } d ` ,,'
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r' i. I)0`W 25 FT. SIDE BUILDING
t:-`' _ -
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1 SEPTIC FIELD f r f ` ,�, a''„.'. ...,, '; - - - �,- �,
3E DASHED LINES INDICATE RESERV_ AREA FOR RI=PLACEMENT ;� 1 '� lE Yr:3 - _ - �_. - - - ,i
d I _ E4 _ :�t- -�,I - - - - T SETHACKLINE -:d' _._._._._._._. ... .._.-._,_._-_._._.._.- ,
/ s L - - � 4`,- - - L -
% ,'- -i- :,� i', i , r 3
FI A 9 ROWS AT 100 LF FOR A TOTAL OF 900 LF - i
EACH ELD H S - -; - �_ \`
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4A APPROXIMATE LOCATION OF NEW TRANSFORMER PAD. / s � � s \ � I � , y ,> 4, Y °=i 1 h / � �
SEE LOCATION SPECIFICATION ON THIS SHEET. �' s" .' r 1' ® \ \ ; : € fl ,: i� EL i / f' i/
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4B APPROXIMATE LOCATION OF NEW SECONDARY SERVICE LINE SEE ELECTRICA
L ✓ Et f ../ 7 i f\E I;E. } ,✓E 't ,I ''�,� 1 i -3, ; '` '"..: [ 3 y/• '
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4C APPROXIMATE LOCATION OF NEW PRIMARY POWER SERVICE LINE SEE POWER CO. ; / .t>w;.`: ;' � i w;; I,� � I, i '; ._ _._. / ._. _._.
�r i
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R USE TO DETACHED GARAGE m ..~,:~...-. :<: ,`. ,.. I - ---•---' -
4D APPROXIMATE LOCATION OF NEW SECONDARY F OM HO � „, / ! • 0 / ' � f % � ," ;» \ '�
SEE ELECTRICAL. ,/ :., ; ! 1 f°' .t � � s 4 \ - I
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5A NEW TELE-COM SERVICE LINE. CONTRACTOR TO COORDINATE WITH TELE-CO "` `'' - -
1 " f' / E i /
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i a r rr, 11 f S i y. 1 i R J z ` ? z ° *, , - "'w;eq h. �, 0` � �' i :.��-< "" I S
5B NEW TELE-CQM SERVICE LINE FROM HOUSE TO DETACHED GARAGE SEE ELECTRICAL _ _Yak;: f' , ,.. f, ®°i; /' : I y ` `
> :. ! , `
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6A NEW 2 4 PVC SLEEVES \� _ ".:.....,. __ w m /
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TRANSFORMER LOCATION REQUIREMENTS
A. CONTRACTOR SHALL COORDINATE LOCATION WITH ELECTRICAL PLANS &
POWER COMPANY PRIOR TO CONSTRUCTION. NOTIFY ARCHITECT IF THERE IS
ATI N 5 OWN ON ANY CONTRACT
DISCREPANCY IN THE TRANSFORMER LOC 0 H
DOCUMENTS.
B. CONTRACTOR SHALL OBTAIN FIRE MARSHALL'S FIELD APPROVAL OF
TRANSFORMER LOCATION PRIOR TO INSTALLATION.
C. TRANSFORMER LOCATION SHALL COMPLY WITH FOLLOWING CODE SECTION OF
NFPA 101 WITH GEORGIA CODE AMENDMENTS:
D. IF THE ACTUAL LOCATION OF THE TRANSFORMER MUST CHANGE FROM THAT
SHOWN ON THIS PLAN. THE CONTR
ACTOR SHALL NOTIFY THE ARCHITECT
G AND INSTALLATION.
ELECTRICAL AND CIVIL ENGINEER PRIOR TO ORDERIN
SECTIONS 1.8-3
SPACE SEPARATION FOR TRANSFORMERS SHALL BE AS FOLLOWS:
„
A MINIMUM OF 10'-0 FROM
1
TRANSFORMER PAD LOCATIONS 5H LL BE A
ANY BUILDING, BUILDING OVERHANGS, CANOPIES, EXTERIOR WALLS,
BALCONY, EXTERIOR STAIRS AND/OR WALKWAYS
CONNECTED TO THE
BUILDING WALL.
2. TRANSFORMER PAD EDGE SHALL BE NO LESS THAN 14'-U" FROM ANY
DoaRwAY
3, TRANSFORMER PAD EDGE SHALL BE NO LESS THAN 10'-O" FROM ANY
WINDOWS OR OTHER OPENINGS.
-O" CLEARANCE SHALL BE
4. IF THE BUILDING HAS AN OVERHANG, THE 10
MEASURED FROM A POINT BELOW THE EDGE OF THE OVERHANG ONLY IF
r
15 0 LESS. IF THE BUILDING IS 4 STORIES OR
THE BUILDING 15 3 STOR E R
MORE, 10'-0" SHALL BE MEASURED FROM THE OUTSIDE BUILDING.
5. FIRE ESCAPES, OUTSIDE STAIRS, AND COVERED WALKWAYS ATTACHED TO
OR BETWEEN THE BUILDINGS SHALL BE CONSIDERED AS PART OF THE
BUILDING.
X T7ON NO. 1 TO 1-5:
E CEP
TRANSFORMER PADS MAY BE LOCATED CLOSER THAN THE ABOVE REQUIRED
MINIMUM CLEARANCES UPON WRITTEN APPROVAL OF THE AUTHORITY HAVING
JURISDICTION. IN NO CASE SHALL THE TRANSFORMER LOCATION BE LESS
THAN 3'-O" FROM THE BUILDING.
EXCEPTION NO. 2: 1
TRANSFORMER PADS EXISTING PRIOR TO DECEMBER 31, 1994 ARE EXEMPTED
FROM THIS REQUIREMENT. WHEN BUILDINGS ARE MODIFIED, REDUCTIONS SIN
SPACE SEPARATIONS MAY BE LESS THAN THE ABOVE REQUIRED MINIMUM
CLEARANCES UPON WRITTEN APPROVAL
OF THE AUTHORITY HAVING
JURI SDI CTION.
TOTAL BEDROOMS: HOUSE (8 BEDROOMS) + GUESTHOUSE (1 BEDROOM) = 9 BEDROOMS'\
OM + 50% FOR GARBAGE DISPOSAL A
RE 'D SEPTIC TANK: 250 GALLONS PER BEDRO
Q ( )
REQ'D SEPTIC TANK: 250 GALLONS/BEDROOM * 9 BEDROOMS = 2250 GALLONS
REQ'D SEPTIC TANK: 2250 GALLONS + 507(2250 GALLONS)
REQ'D SEPTIC TANK: 3375 GALLONS
PROPOSED = (1) 4,000 GALLON SEPTIC TANK
PERCOLATION RATE 60 MIN/IN (B) A=
ABSORPTION TRENCH = (2,250 GPD) / (5 / SQ.RT.(60)) * (3 SF / LF) R-,
ABSORPTION TRENCH = 1162 L.F. OF TRENCH CH
USE HIGH CAPACITY INFILTRATOR FIELD LINE AND REDUCE BY 35% (3) N 2
REQUIRED ABSORPTION TRENCH = 756 LF
PROPOSED ABSORPTION TRENCH = 760 LF PROPOSED
REQ'D DOSING TANK SIZE = 0.5 GALLON PER LF OF ABSORPTION LINE
REQ'D DOSING TANK SIZE = 0.5 GALLON PER 1162 LF OF ABSORPTION LINE
REQ'D DOSING TANK SIZE = 581 GALLONS
PROPOSED DOSING TANK SIZE = MIN. 1,500 GALLONS; MIN. 7.5 FT X 15 FT INSIDE DIMS
PROVIDE DOUBLE FLOUT SYSTEM DOSES TO EACH FIELD THAT HAS 5 ROWS OF 125 LF
EACH (625 LF IN EACH FIELD)
REQ'D RESERVE FIELD LINE: 100 LF PER BEDROOM
REQ'D RESERVE FIELD LINE: 100 LF/BEDROOM * 9 BEDROOMS = 900 LF
PROPOSED RESERVE FIELD LINE: 900 LF
(A) BASED ON FULTON COUNTY HEALTH DEPARTMENT SIZE REQUIREMENTS.
(2) BASED ON LEVEL 3 SOIL SURVEY PROVIDED BY GEOSCIENCES ENGINEERING, INC.
DATED 08-20-2018
3 REDUCTION VALUE BASED ON APPROVED PRODUCTS LIST BY STATE OF GEORGIA
SEPTIC SYSTEM NOTES
1. CONTRACTOR SHALL PROVIDE SHOP DRAWINGS OF SEPTIC TANK, DOSING TANK, FIELD LINE
MATERIALS FOR ENGINEER REVIEW PRIOR TO ORDERING MATERIALS.
2. CONTRACTOR SHALL BE CERTIFIED WITH THE
STATE FOR INSTALLATION OF SEPTIC SYSTEMS.
d
3. SANITARY SEPTIC SEWER SYSTEM EQUIPMENT AND Id�STALLATION SHALL BE ACCORJIaJG TO
THE SPECIFICATIONS OUTLINED IN THE "MANUAL FOR ON- 51TE SEWAGE MANAGEMENT
SYSTEMS", LATEST EDITION PUBLISHED BY THE STATE OF GEORGIA,
4. THE CONTRACTOR SHALL INSTALL TH£ PROPOSED SEPTIC ON -SITE SEWAGE MANAGEMENT
RM TO THE RE UIREMENTS OF THE RULES OF THE GEORGlA D
EPARTMENT
SYSTEM TO CONFq Q
OF HUMAN RESOURCES, CHAPTER 290-5-26.
5. A FINAL INSPECTION OF THE SYSTEM IS REQUIRED BY THE COUNTY HEALTH DEPARTMENT.
THE CONTRACTOR SHALL COORDINATE ALL INSPECTIONS WITH THE COUNTY HEALTH
DEPARTMENT DURING INSTALLATION.
6. INFILTRATOR LINES SHALL H
AVE OBSERVATION PORTS AND CONTRACTOR SHALL COVER
TOP
OF TRENCH WITH NON -WOVEN GEOTEXTILE
7. CONTRACTOR SHALL CONTRACT A PROFESSIONAL ENGINEER TO DESIGN DOSING TANK-� MP -
a SEPTIC SYSTEM DESIGN REFERENCES
SEE SHEET C503 FOR
1. LEVEL 3 SOIL TEST REPORT
2. SEPTIC SYSTEM DETAILS
3. SEPTIC SYSTEM CHAMBER SPECIFICATIONS
14
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PROJECT DA T A
OV�dN1ER AND
PRIMARY PERMITTEE
CIVIL SITE ENGINEE,`�:
:SITE ADDRESS
SITE AREA:
SCO TT I-IONAN
13675 FREEMANVILLE ROACD
MILTON, GEORGIA 30004
CORNERSTON4E SITE
COINSULTANTS, LLC
2985 GORDY PKWY, .SUITE 119
MARIETTA, GA 30066
ANDREW M. HALLORANl, P.E.,
PH: 770-490-91 82
13675 FREEMANVILLE ROAD
MILTON, GA 30004
TAX PARCEL # 22 429008850161
22 42900?J350377
11.87 ACRES
DISTURBED SITE AREA: 3.0 ACRES
EXISTIING SITE USE: SINGLE FAMILY HOME
PROPOSED PROJECT: CONSTRUCT NEW SINGLE FAMILY
. HOME, DETACHF D 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 E D E T A I E. I----� E E T� 1= 0 I�'-
r���.. ��N.�.�T�U � I �N D_� �,���
EXISTING INFORMATION DIJLAIMER
EXISTING INFORMATION MAY NOT BE SHOWN ON ALL DRAWINGS
r r
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9
P f'OS1=D CONSTRUCTION
INI OR01=R Tc� BATTER .�.I_U.� PRATE �fl-�E RO
i
IIVFOr'�.t�1ATiON. PLEASE R_FER TO THE EXISTiI�C GONDITIOtb1.�
PI_ANIS AS NECESSARY WHEN REVIEWING THE DRAWINlGS. I
_.-...----- .--- -- -_.__ ,_I
�- .-OAR Ei�EF��NOYONTAT.
4�ARED FENNY i-207-991
0
II
���ww.� Georg ic811 a Co '
5 BUSINESS DAYS PRIOR TO CONSTRUtCTIONi .
CONTACT GEORGIA 811 UTILITY PROTECTION CENTER
UTILI Y DISCLAIMER 1
ALL KNOWN UTILITIES HAVE BEEN SHOWN BASED OIN THE
BEST INNFORMATION AVAILABLE TO THE O1NER. ALL
KNOWN UTILITIES HAVE BEEN SHOWN SCHEMATICALLY
®N THE PLANS AN® MAY NOT BE SHO�+IN A.�CURA I'ELY
HORIZONTALLY OR VERTICALLY. UTILITIES MAY EXIST
1
T T rr
��HI H T SI-IO'dVN ON THE' PLANS. THE CONJ RAC O
C ARc. NO
I
SHALL BE RESPONSIBLE FOR CONTAC I I G ALL UTILITY
COMPANIES HAVINIG UTILITIES WITHIN OR ADJACENT TO
I
THE WORK AREA. THE CONTRACTOR SHALL HAVE THE
UTILITIES FIELD LOCATED AND COORDINATE WITH UTILITY i
COMPANIES TO HAVE THEM RELOCATED EITHER
VERTICALLY OR HORIZONTALLY WHEN NECESSARY FOR
t"
POJ N,�T U„T ION OR ADAP fED r OR PROPOSED
Pr�O ED COI R
CONNIECTIONS. CONTRACTOR SHALL CALL THE UTILITIES
PROTECTION CEINTER (Ur C) AT LEAST 72 HOURS
(THREE BUSINESS DAYS) PRIOR TO CONSTRUCTION.
SEE
SHEET C-
000 1= �r
OEN
ERAL
I'N!OTE
AND
DRA DING
LEGEND
NOTE: WATER SUPPLY SYSTEM
P VI ED BY OTHER
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