14-88-032DRAWING NOTES:
1. - THIS IS AN EXISTING RESIDENCE WITH EXISTING WATER SERVICE AND EXISTING
SEPTIC TANK SYSTEM.
THE SCOPE OF WORK IN THIS CONTRACT INVOLVES:
- WITH NEW AREA IN ADDITION.
- EXISTING SEPTIC TANK AND DRAIN FIELD SYSTEM TO BE ABANDON.
- PROVIDE NEW SEPTIC TANK AND DRAIN SYSTEM
- NEW AREA IN ADDITION WITH NEW PLUMBING FIXTURES AND EXISTING PLUMBING
FIXTURES TO BE CONNECTED TO NEW SYSTEM
2- THE CONTRACTOR SHALL GUARANTEE THAT PIPING PENETRATIONS MAINTAIN INTEGRITY
OF RATED CONSTRUCTION. FIRE SEAL ALL PIPING PENETRATIONS AT FIRE RATED WALL
3- ALL WORK SHALL BE FIELD CHECKED BEFORE INSTALLATION AND COORDINATED WITH ALL
OTHER TRADES AND BLDG MANAGEMENT.
4- ALL BUILDING CONSTRUCTION AFFECTED BY THE REMOVAL, RELOCATION OR INSTALLATION OF
ANY PIECE OF EQUIPMENT SHALL BE REPAIRED AND FINISHED AS REQUIRED TO MATCH EXISTING
CONDITIONS OR AS DIRECTED BY THE ARCHITECTURAL DRAWINGS AND /OR SPECIFICATIONS.
5- WHERE INTERFERENCE OCCUR AND DEPARTURES FROM INDICATED ARRANGEMENTS ARE
REQUIRED, COORDINATION WITH OTHER TRADES INVOLVED WILL BE REQUIRED TO DETERMINE
CHANGES ON LOCATIONS SIZES, ELEVATIONS OF PIPING, AND PROPERTY U11UTIES
OPERATION, ETC. THE CONTRACTOR SHALL SUBMIT A WRITTEN REQUEST FOR THE CHANGE
ACCOMPANIED BY A DETAILED DRAWING FOR APPROVAL FROM BLDG MANAGEMENT PRIOR TO
PROCEEDING WITH ANY CHANGE OR DEPARTURES FROM CONTRACT DOCUMENTS.
6- THE CONTRACTOR SHALL THOROUGHLY REVIEW THESE PLUMBING CONSTRUCTION DOCUMENTS
PRIOR TO PREPARING BID FOR THE PLUB. WORK SHOWN. THE CONTRACTOR SHALL BE RESPONSIBLE
FOR FIELD VERIFICATION OF EXISTING PLUMBING UTILITIES THE CONTRACTOR SHALL NOTIFY ENGINEER
IMMEDIATELY OF ANY CONFLICTS OR DISCREPANCIES FOUND PRIOR TO BID. BY SUBMITTING A BID
FOR THE PLUMBING WORK THE CONTRACTOR IS AFFIRMING THAT THE REWIRED FIELD VERIFICATION
OF EXISTING CONDITIONS HAVE BEEN COMPLETED AND ASSUMES FULL RESPONSIBILITY FOR
CONFLICTS FOUND AFTER THE AWARD OF THE PLUMBING CONTRACT.
7- ALL PIPING AND CLEAN OUTS SHALL BE CONFORM TO ASTM IN AN AREA SUBJECT
TO VEHICULAR TRAFFIC. THE PIPING, COVERING PLATE, ACCESS DOOR OR CLEAN OUT
SHALL BE OF AN APPROVED TYPE, DESIGNED AND INSTALLED FOR THIS PURPOSE.
8- NEW PIPING PROPOSE RUNWAY SHALL BE COORDINATED BEFORE JOB
COMMENCEMENT. WITH EXISTING UTILITIES TO AVOID ANY INTERFACE.
9- REMOVE EXISTING PLUMBING PIPING REQUIRED TO ALLOW NEW PLUMBING LAYOUT CAP END
LINE BELOW FINISHED SURFACE
10- ALL PIPING TO TIE -IN NEW BLDG DRAIN, ITS' CONNECTION POINT INVERT SHALL BE
IDENTIFIED PREVIOUSLY AND STUDIED BEFORE JOB COMMENCEMENT.
12- DRAINDFIELD LAYOUT SHALL BE COORDINATED AND DRAWN AT FIELD PREVIOUSLY AND
STUDIED BEFORE PAVER DRIVE WAY JOB COMMENCEMENT.
1
FOR PROPER DRAINAGE
�E BACKFI
HEIGHT AS
I
i
SIDE VIEW (TYR)
(not to scale)
TOPSOIL
NATIVE BACKFILL
DISTRIBUTION I
DROP BOX
VERY IMPORTANT NOTES
• CONTRACTOR TO VERIFY LOCATION AND INVERT ELEVATION OF
EXISTING WATER, SAN. ELECTRICAL SERVICE LINES do ALL EXISTING
UTILITIES PRIOR TO COMMENCEMENT OF WORK.
• ALL HORIZONTAL DRAIN SHALL BE PROVIDED WITH
CLEANOUTS LOCATED NOT MORE THAN 100 FEET APART.
QUICK4 EQUALIZER
CHAMBER
ESTABLISH VEGETATIVE COVER
NATIVE }BACKFILL�•
12 • MIN.,
- •i" - Z L� 7a J� - =�
:>.s ,Yr .:C '.i -. -1.: wl' wL.fc^ � :-f AS •' _ i. �.. �.+. i.I •,, w' y;. .1 ., Y
' QUICK4 EQUALIZER : 4' MIN.--1 ~h.--� 9'wMIW-
CHAMBERS
AN
2" MIN. FALL TO FIRST
NOTE: 8" MIN. FALL FROM BOX (1- FALL FOR
TANK OUTLET INVERT TO EVERY 25 It OF RUN)
OUTLET OF DROP BOX
TOP VIEW
(EFFECTIVE LENGTH)
eT% a a a Q eT�
11 A
a
SEPTIC TANK
CHAMBER
SEPTIC TANK CALCULATION
FLOOR
(TYPE & SIZE)
DWELLING
AREA
FLOW
SEPTIC TANK
TRENCH 0.8 GAL /FT2 /DAY)
RESERVED ARiA
24
12
„ '�
22 X48 X12
FLOOR AREA
--- - - - - --
11�
'•I 1 1 /
GALLONS
NEW DRAINFIELD)
AREA SQ. FT.
RECIRCULATED
SYSTEM
�,�-
1,426 SF
3 BEDROOM
300 GPD
900 GALS
375 SQ.FT.
188 SQ.FT.
3
FLOOR PENETRATION
II
WATER HAMMER ARRESTOR
CO
WALL CLEANOUT
VTR
VENT THRU ROOF
COOG
CLEANOUT ON GRADE
LOT EVALUATION:
GROSS LOT AREA 10,048 SF./43,560 SF = 0.2307 ACRES
1 ACRE= 43,560 SF MAXIMUN DAYLY SEWAGE FLOW = 2,500 GAL X 0.2307= 577 GPD
R
VERY
IMPORTANT NOTES:
—
1 -)
SEPTIC TANK AND DRAINFIELD SHALL BE MIN. 5 FT. FROM ANY PROPERTY LINE OR ANY BLDG. j
NEW
2 -)
SLEEVE (DOUBLE PIPING) ANY WATER PIPE WITHIN 10 FT. FROM ANY SEPTIC TANK OR
NOTIFY ENGINEERS FOR ANY DISCREPANCIES.
DRAINFIELD SYSTEM.
3 -)
WATER WELL PUMP 100' AWAY FOR ANY SEPTIC TANK DRAINFIELD SYSTEM.
0
4-)
SEPTIC TANK DRAINFIELD SYSTEM SHALL BE 75' AWAY FOR ANY OPEN BODIES OF WATER (CANAL).
5 -)
ARCHITECTURE SHALL PROVIDE A CERTIFICATE LETTER W/ THIS DWG TO HEALTH DEPARTMENT
IN ORDER TO INDICATE THAT THERE ARE NO PERTINENT FEATURES ON ADJACENT PROPERTIES
O
AND ACROSS THE STREET THAT MAY AFFECT THE SYSTEM INSTALLATION.
O
6 -)
PROVIDE AVERAGE GROUND WATER LEVEL INFORMATION BEFORE JOB COMMENCEMENT.
WATER TABLE INVERT SHALL BE 2' INVERT FROM BOTTOM OF DRAINFIELD BED
VERY IMPORTANT NOTES
• CONTRACTOR TO VERIFY LOCATION AND INVERT ELEVATION OF
EXISTING WATER, SAN. ELECTRICAL SERVICE LINES do ALL EXISTING
UTILITIES PRIOR TO COMMENCEMENT OF WORK.
• ALL HORIZONTAL DRAIN SHALL BE PROVIDED WITH
CLEANOUTS LOCATED NOT MORE THAN 100 FEET APART.
QUICK4 EQUALIZER
CHAMBER
ESTABLISH VEGETATIVE COVER
NATIVE }BACKFILL�•
12 • MIN.,
- •i" - Z L� 7a J� - =�
:>.s ,Yr .:C '.i -. -1.: wl' wL.fc^ � :-f AS •' _ i. �.. �.+. i.I •,, w' y;. .1 ., Y
' QUICK4 EQUALIZER : 4' MIN.--1 ~h.--� 9'wMIW-
CHAMBERS
AN
2" MIN. FALL TO FIRST
NOTE: 8" MIN. FALL FROM BOX (1- FALL FOR
TANK OUTLET INVERT TO EVERY 25 It OF RUN)
OUTLET OF DROP BOX
TOP VIEW
(EFFECTIVE LENGTH)
eT% a a a Q eT�
11 A
a
SEPTIC TANK
CHAMBER
TRENCH
RATING
(TYPE & SIZE)
(WIDTH)
(SQ /FT / CHAMBER)
EQUALIZER 36
SAFEWASTE LINE
;
QUICK4
24
12
„ '�
22 X48 X12
GATE VALVE
--- - - - - --
11�
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�
NOTE: SEE CALCULATION
---- — --- —
RECIRCULATED
ON PLAN ABOVE
65.00'
O
no.
Y,
0
Co
0
10.00'
EXISTING MAIN BLDG. S.0
VALVE. CONTRACTOR TO
VERIFY EXACT LOCATION
BEFORE JOB COMMENCEMENT.- \.
1
-------------------- - - - - -1
EXISTING
1 /2 -HB.�J
I
I
i EXISTING LANDSCAPE AREA TO REMAIN
I
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a i EXISTING DOMESTIC
WATER LINE AT MIN.
10' -0' CLEARANCE.
OTHERWISE, LINE SHALL
BE SLEEVE. NOTIFIED
i ENGINEER FOR ANY
DISCREPANCY.
i�
W ;~
� I
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N
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EXISTING 3/4'(13.9wsfu)
DOMESTIC WATER LINE.
�. OTHERWISE, IT SHALL BE
1 .50 PROVIDE AS SHOWN. 10,
EXISTING WATER METER.
I'w'1i EXACT LOCATION TO BE
L_J VERIFY BY CONTRACTOR.
SOIL NEST (TYP.)
EXISTING LANDSCAPE AREA TO REMAIN
h
REFER TO PLUMBING
FLOOR PLAN FOR
CONTINUATION.
cb.
10.44'
EXISTING
UNDERGROUND
SERVICE
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ONE STORY
RESIDENCE
# 4301
Y DASHED AREA DENOTES i QC' ice" , _5 MN.—i
RESERVED AREA 192 SQFT- Cb•
PROVIDED (TOTAL) 25'
75.00' 4' SIDEWALK SOIL TEST (TYP.)
13' PARKWAY
�® PLUMBING SITE PLAN.
®
SCALE: 1 /8" =1' -0"
A
I
PLUMBING SYMBOL LEGEND
•A • TO PLI.&BIAG
1050
•
1350
VENT LINE
FLOOR PLAN FOR
SAFEWASTE LINE
;
GREASE WASTE LINE
tl�
CONTINUATION. 1
- -�� --
GATE VALVE
--- - - - - --
11�
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�
HOT WATER LINE
---- — --- —
RECIRCULATED
•
�,�-
P-
PLUMBING FIXTURE DESIGNATION
FCO
► M :7' 1
�1 MIN
TT
FLOOR DRAIN
3
FLOOR PENETRATION
II
WATER HAMMER ARRESTOR
CO
WALL CLEANOUT
VTR
VENT THRU ROOF
COOG
CLEANOUT ON GRADE
1.
HOSE BIBB W/ VACUUM
BREAKER AND SHUT -OFF VALVE
R
HEATER RELIEF UNE
S.O.V.
—
3000 PSI, 28 DAY
❖
NEW
AND INVERT BEFORE ROUGH -IN.
NOTIFY ENGINEERS FOR ANY DISCREPANCIES.
1 1
M
0
Imo.
0
O
O
0
Y DASHED AREA DENOTES i QC' ice" , _5 MN.—i
RESERVED AREA 192 SQFT- Cb•
PROVIDED (TOTAL) 25'
75.00' 4' SIDEWALK SOIL TEST (TYP.)
13' PARKWAY
�® PLUMBING SITE PLAN.
®
SCALE: 1 /8" =1' -0"
A
I
PLUMBING SYMBOL LEGEND
SYMBOL DESCRIPTION
1050
SANITARY LINE
1350
VENT LINE
—� —�
SAFEWASTE LINE
GW
GREASE WASTE LINE
- - - - - - -
EXISTING LINE TO REMAIN.
- -�� --
GATE VALVE
--- - - - - --
COLD WATER LINE
---- - - -- --
HOT WATER LINE
---- — --- —
RECIRCULATED
4 -10
HOT WATER LINE
P-
PLUMBING FIXTURE DESIGNATION
FCO
FLUSH CLEAN OUT
FD
FLOOR DRAIN
3
FLOOR PENETRATION
II
WATER HAMMER ARRESTOR
CO
WALL CLEANOUT
VTR
VENT THRU ROOF
COOG
CLEANOUT ON GRADE
HOSE BIBB W/ VACUUM
BREAKER AND SHUT -OFF VALVE
R
HEATER RELIEF UNE
S.O.V.
SHUT -OFF VALVE
3000 PSI, 28 DAY
TIE -IN TO EXISTING PIPING VERIFY LOCATION
AND INVERT BEFORE ROUGH -IN.
NOTIFY ENGINEERS FOR ANY DISCREPANCIES.
REINFORCEMENT
i
- �A
StC:I IUN A —A'
797
GAL.
900
1050
1200
1350
1500
W
3 —9"
3'-8'
4 —0"
4 —0'
7 —0'
L
8'-0"
9 —3
10 —6
10 —0
11 —2
H
4 -10
4 -10
4 -10
5 -6
5 -6
T min.
3
3
3
3
3 is
D min.
4 —0
4'— 0
4 —0
4 —6
4 —6
co
Q
REINF.
6x6 1010
1 4 x 4 44
CONC.
3000 PSI, 28 DAY
EXISTING SEPTIC TANK AND
DRAINFIELD TO BE REMOVED
FOLLOWING THE PROCEDURES OF
F.B.C. AND THE HEALTH
DEPARTMENT. NEW SYSTEM
SHALL BE PROVIDED AS SHOWN.
THERE ARE NO PERTINENT FEATURES ON ADJACENT PROPERTIES
AND ACROSS THE STREET THAT MAY AFFECT THE SYSTEM INSTALLATION.
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