HomeMy WebLinkAboutS-29002FNOTE
ALL CONDUIT INSTALLED IN EARTH
SHALL BE CONCRETE ENCASED. SEE
DETAIL THIS SHEET.
DRIVEWAY CENTERLINE
ASPHALT PAVING
DRY WELL VENTING
g ELECTRI(
IF BAR IS NOT 2" L( NG
PLOT: SHOWN MG NO.
ENGINEER: DMB E-3
REVIEWED: MM
DATE: JAN 27, 2 IEET NO,
003 7"
"P, A, p
CLIENT: PAG
JOB NO.: 101.082 `10
IILENAME: KCC—E3
WET WELL VENTING
MM
/24/03
BY
REVIEW
DATE
f
t
-v..- 7XIC1.
g g
g ELECTRI(
VAULT
IF BAR IS NOT 2" L( NG
PLOT: SHOWN MG NO.
ENGINEER: DMB E-3
REVIEWED: MM
DATE: JAN 27, 2 IEET NO,
003 7"
"P, A, p
CLIENT: PAG
JOB NO.: 101.082 `10
IILENAME: KCC—E3
DJB
MM
/24/03
BY
REVIEW
DATE
t
g g
VAULT
A8
PROPOSED ASPHALT
PROPOSED CRUSHED SURFACING
TOP COURSE
PROPOSED STRUCTURAL FILL
NA11VE OR DISTURB SOIL
WET WELL DESIGN BY OTHERS
PROPOSED ELECTRICAL WARNING
TAPE CENTERED OVER EACH
CONDUIT (TYPICAL)
C^a a&-% r% IL 1^ &%
UMMETE ENUAKMENT DIETAIL
NOT TO SCALE
PROPOSED CONCRETE
ENCASEMENT. MINIMUM OF 3"
COVER ON ALL SIDES OF
CONDUITS.
PROPOSED CONDUIT (TYPICAL)
14 q *0 1 0 1: [0--mmmel i
1. ALL ORES SHALL .13E ROUTED IN RIGID GALVANIZED, STEEL CONDUIT UNLESS, OTHERWISE NOTED, SIZE AS NOTED ON DRAWING.
CONDUIT SHALL BE 1/2- SIZE WHEN NOT NOTED ON PLANS.
2. 480 VOLT WRING SHALL BE ROUTED IN SEPARATE CONDUITS FROM 120 VOLT (AND OTHER VOLTAGE) CIRCUITS.
3. ALL, WIRE SHALL BE A MINIMUM SIZE # 12 UNLESS SHOWN OTHERWISE.
4. LOCATION OF CONDUIT ENDS ARE SHOWN APPROXIMATELY. CONTRACTOR IS RESPONSIBLE FOR.ENDING CONDUITS IN LOCATION THAT
WILL NOT CONFLICT, NTH EQUIPMENT IN THE VAULT.
5. CONDUIT ROUTING IS SHOWN DIAGRAMMATIC. CONTRACTOR IS RESPONSIBLE TO ROUTE,CONDUITS IN A NEAT MANNER, PARALLEL OR
PERPENDICULAR TO WALLS AND SECURELY ATTACHED TO WALL OR CEILING.
6. ALL CONDUIT PENETRATIONS INTO THE CONCRETE STRUCTURES, REQLARE A LiNK—SEAL FITTING AROUND THE CONDUIT. PENETRATION
SHALL., B,E: WATERTIGHT.
/\ SEE DING NO. E-2 FOR POWER RACEWAY SCHEDULE
ELECTRICAL ENCLOSURE. SEE
DING NO. E-4 FOR DETAILS. TO DOMESTIC WATER HOOKUP
BACKFLOW PREVENTER
WELL DESIGN. BY OTHERS
DRY
\4
6
01.
43-711 r!1_
mgg
j
�g
,7
.. . . ..
.0-
6
51�
77 7,
M
Fgg
P
EG':RECEPTACLE
50
<
uj
-.5t,
"A"N "NIN
0
ZL
'T
% g
A.
y
RN
E
�S,
5
.. .. . . .. ....
j
. . . . . . . . . .
-,g q
wN
g. ..... .
g�
gp&g
� m
r "g,
.gtgz�
-lDE
FORCEMAIN, DESIGN, OUTS OF
HERS1, m�, g,
%m_,ffig
VAULT:BY OT
0
g
SUMP 'PUMP DISCHARGE
M
-,M� "Mu --
4,
gg�, -gr
nam,m-,i ki -
22780
QZST
IEXPIRES 3/19/20 41
SIGNED: 1112614
H.
of -WA
ko,otlras �O� 1�
1EXPIRES 8/2/0
SIGNED. 1112614
I
I � 4
NO.
AS—BUILTS
REVISED TO CONFORM
TO CONSTRUCTION RECORDS
MARK MILLER JAN 24, 2003
RI-12 ENGINEERING INC. DATE
RE
IF BAR IS NOT 2" L( NG
PLOT: SHOWN MG NO.
ENGINEER: DMB E-3
REVIEWED: MM
DATE: JAN 27, 2 IEET NO,
003 7"
"P, A, p
CLIENT: PAG
JOB NO.: 101.082 `10
IILENAME: KCC—E3
DJB
MM
/24/03
BY
REVIEW
DATE
A8
PROPOSED ASPHALT
PROPOSED CRUSHED SURFACING
TOP COURSE
PROPOSED STRUCTURAL FILL
NA11VE OR DISTURB SOIL
WET WELL DESIGN BY OTHERS
PROPOSED ELECTRICAL WARNING
TAPE CENTERED OVER EACH
CONDUIT (TYPICAL)
C^a a&-% r% IL 1^ &%
UMMETE ENUAKMENT DIETAIL
NOT TO SCALE
PROPOSED CONCRETE
ENCASEMENT. MINIMUM OF 3"
COVER ON ALL SIDES OF
CONDUITS.
PROPOSED CONDUIT (TYPICAL)
14 q *0 1 0 1: [0--mmmel i
1. ALL ORES SHALL .13E ROUTED IN RIGID GALVANIZED, STEEL CONDUIT UNLESS, OTHERWISE NOTED, SIZE AS NOTED ON DRAWING.
CONDUIT SHALL BE 1/2- SIZE WHEN NOT NOTED ON PLANS.
2. 480 VOLT WRING SHALL BE ROUTED IN SEPARATE CONDUITS FROM 120 VOLT (AND OTHER VOLTAGE) CIRCUITS.
3. ALL, WIRE SHALL BE A MINIMUM SIZE # 12 UNLESS SHOWN OTHERWISE.
4. LOCATION OF CONDUIT ENDS ARE SHOWN APPROXIMATELY. CONTRACTOR IS RESPONSIBLE FOR.ENDING CONDUITS IN LOCATION THAT
WILL NOT CONFLICT, NTH EQUIPMENT IN THE VAULT.
5. CONDUIT ROUTING IS SHOWN DIAGRAMMATIC. CONTRACTOR IS RESPONSIBLE TO ROUTE,CONDUITS IN A NEAT MANNER, PARALLEL OR
PERPENDICULAR TO WALLS AND SECURELY ATTACHED TO WALL OR CEILING.
6. ALL CONDUIT PENETRATIONS INTO THE CONCRETE STRUCTURES, REQLARE A LiNK—SEAL FITTING AROUND THE CONDUIT. PENETRATION
SHALL., B,E: WATERTIGHT.
/\ SEE DING NO. E-2 FOR POWER RACEWAY SCHEDULE
ELECTRICAL ENCLOSURE. SEE
DING NO. E-4 FOR DETAILS. TO DOMESTIC WATER HOOKUP
BACKFLOW PREVENTER
WELL DESIGN. BY OTHERS
DRY
\4
6
01.
43-711 r!1_
mgg
j
�g
,7
.. . . ..
.0-
6
51�
77 7,
M
Fgg
P
EG':RECEPTACLE
50
<
uj
-.5t,
"A"N "NIN
0
ZL
'T
% g
A.
y
RN
E
�S,
5
.. .. . . .. ....
j
. . . . . . . . . .
-,g q
wN
g. ..... .
g�
gp&g
� m
r "g,
.gtgz�
-lDE
FORCEMAIN, DESIGN, OUTS OF
HERS1, m�, g,
%m_,ffig
VAULT:BY OT
0
g
SUMP 'PUMP DISCHARGE
M
-,M� "Mu --
4,
gg�, -gr
nam,m-,i ki -
22780
QZST
IEXPIRES 3/19/20 41
SIGNED: 1112614
H.
of -WA
ko,otlras �O� 1�
1EXPIRES 8/2/0
SIGNED. 1112614
I
I � 4
NO.
AS—BUILTS
REVISED TO CONFORM
TO CONSTRUCTION RECORDS
MARK MILLER JAN 24, 2003
RI-12 ENGINEERING INC. DATE
RE
C\
It
IF BAR IS NOT 2" L( NG
PLOT: SHOWN MG NO.
ENGINEER: DMB E-3
REVIEWED: MM
DATE: JAN 27, 2 IEET NO,
003 7"
CLIENT: PAG
JOB NO.: 101.082 `10
IILENAME: KCC—E3
DJB
MM
/24/03
BY
REVIEW
DATE
C\
It