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FIRE HYDRANT
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BENCHMARKS:
FIRE HYDRANT
ASSEMBLY
N 10865.67
E 15046.05
24 "x6" TAPPING TEE (MJxFL)
6" GATE VALVE - -�
8102 FIRE HYDRANT
C5.4 ASSEMBLY
.(TYP) -�- -
CONECT TO
EXISTING CATCH
�4T+D O TI�D��3o.a3
TbSTU M
16 LF On SD
O S =1.007
G
CONNECT TO
EXISTING SANITARY
1 11 LF �S
PERF
■imp
CB # 1 -TYPE z. aa• SEC. 17., T. 23 N., R. 6E, W.M.
IM =36.36 EXISTING
IE =30.69 8" W) 8" WATER LINE
IE =30.59 s" E) SEE SHEET C5.4 FOR EXISTING
IE =30.92 4" NW) /� EXISTING
DETAILS OF THIS AREA / 24" WATER LINE � FIRE HYDRANT a
,rr0r VON rrrr rrrrrrr�rrrrrrr■�rr r
CB #2-1YPE 2.
SSMH 2 r3 RIM=36.63
W N 1 IE =31.76 �'8: 10740.34 C5.2 IE =31.66 E
1 E 15010.59
1 U. 1 SSMH � 1
1 N 10625.87
1 �
w 1 �J " w US ISS "
LF 6 Ste. ,. ,
1 27 LF 8 SS ,� ,, . 1 115 LF fi SS
1 O S =1.007.
CONNECT TO ;
EXISTING CATCH
BASIN �'BURNETT AVENUE SOUTH ,
IE =31.49
16 LF 8" CPEP
` '' FIRE HYDRANT
��. �•�,,. EXISTING METRO - � I ASSEMBLY
SEWER UN E �
N 10498.49
E 14990.73
- i 24 "x6" TAPPING TEE (MJxFL)
. - + 6" GATE VALVE
1. J
,2
�� _... MW
Iwo A � ��� z { '
FOUND MONUMENT IN CASE
3/8" BRASS PIN WITH PUNCH MARK IN TOP OF 4"
CONCRETE POST 0.4' DOWN
INTERSECTION OF LOGAN AVE. S. do AIRPORT WAY
(VISITED 3/19/04)
CITY OF RENTON HORIZONTAL CONTROL #1099
NORTHING= 54838.903
EASTING= 396314.116
FOUND TACK IN CONC. MONUMENT IN CASE 0.7' DOWN
INTERSECTION OF BURNETT AVENUE SOUTH AND S. 2ND
STREET (VISITED 7/3/00)
CITY OF RENTON HORIZONTAL CONTROL #205
NORTHING = 54429.257
EASTING= 396408.155
CITY OF RENTON BM #673 -- TOP OF 1/4" BRASS PIN
SET IN CONC. MON. AT CENTERLINE OF MORRIS AVE. do
12' N OF CENTERLINE OF S. 2ND ST
ELEV. = 9.943 M (32.62 FEET)
NOTE:
CONTRACTOR SHALL POTHOLE do VERIFY ACTUAL
HORIZONTAL AND VERTICAL ELEVATION OF ALL EXISTING
UTILITIES AND CONTACT ENGINEER IF THERE ARE
CONFLICTS WITH PROPOSED CONSTRUCTION OF WATER
LINE AND CROSSING OF UTILITIES. A PROFILE PLAN OF
THE WATER LINE STUBS PREPARED BY THE ENGINEER
AFTER VERIFICATION OF ACTUAL LOCATION AND
ELEVATION OF EXISTING UTILITIES BY POTHOLING.
40
30
9.27 1 1 .2 TYPE B TS _ _ f
CO
IE =30.94 I ' ` _ '
�= 29 LF 6 SS STORM DRAIN _
ATCH BASIN s . -JI , CONNECTION EMN
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♦.. 00 c- c
1 �
w :_ -�r- -� TYPE 2 .2 _ • _. - _ �- - -TO BUILDING
_ I PIPING SHOWN IS SCHEMATIC. IE =30.53 IE =31.95 NOTE: i
'"'' ~' ~' SEE M EC
20 LF 8 SD ,FINAL DESIGN OF PIPING TO - '�'�'O��
- O S =1.00% BE PROVIDED BY DESIGN /BUILD �� " DRAWINGS
CONTRACTOR DURING 19 LF 8 CPEP CONTINUA
IE =30.89 I j
I TRENCH DRAIN I CONSTRUCTION. O S =1.00X I
TO COLLECT - -_ r - -�- i :---� -_. __.l- - - - • ' ; -
_ FLOW FROM RAMP PLO ED f ORIES
ER INEal N "AL 1P. F.: 0 1T
I FIESI ENTIAL 11.F.:
_
4 PERF I 6
IANICAL .
FOR
'ION
e
N
:^ 1. PARKING GARAGE WILL REQUIRE FLOOR DRAINS AND SHALL ��, *0 •.,�, o
BE CONNECTED TO THE SANITARY SEWER. FLOWS SHALL BE
DIRECTED THROUGH FLOOR DRAINS THAT ARE INSTALLED IN ,.
_ ACCORDANCE WITH THE UPC TO AN EXTERIOR OIL /WATER a: �. S
SEPARATOR. THE SEPARATOR SHALL BE SIZED TO MEET A
- P F 0:•
MINIMUM 15 MINUTE RETENTION TIME FOR PEAK LOWS .1 s
ANTICIPATED IN THE GARAGE AREA, BUT IN NO CASE WILL 6
BE LESS THAN 200 GALLONS OF STORAGE CAPACITY. THE
TYPE OF INTERCEPTOR SHALL BE AS MANUFACTURED BY
PER GA
Aft F.F.: 4E.�i' -- - PIPE INC.. UTILITY VAULT INC., OR APPROVED EQUAL.
SD _ I I - LOWER GARAGE F.F.: SE.60' ---
�` 2. ALL HYDRANTS SHALL BE FITTED WITH A STORZ "QUICK E
DISCONNECT" FITTING IF NOT ALREADY IN PLACE. U
OIL/WATER 3. DOUBLE CHECK VALVE ASSEMBLIES FOR THE DOMESTIC AND c
- ..� SEPARATOR
FLOOR DRAIN SE NOTE 1. SIZING FIRE WATER LINES TO BE LOCATED INSIDE THE BUILDING.
i - - - - - IN GARAGE CLEANOUT V C
I f TYP 4 PLACES
TO BE , J o
I i ( PROVIDED BY C 2 T1'P. T
ON THIS LEVEL) DESIGN /BUILD CONTRACTOR
I i SEE NOTE 1 DURING CONSTRUCTION. I I I
w �. w� w• w w �. err � w -� w w w w w w w w w w .� w w � w w �. w w w w .r •.� w �. w w� �. w w �. �� �. w�� w �.. .� � r- w w w w �. � �. w w w w .� .� � .� w
2
4" PERF 5. 4" PERF 4" PERF ,
SD � SD Sp
CO CO CO CO
IE =31.99 IE =31.05 IE =31.1 1 IE =31.17
EXIST- SSMH - 48"
RIM-36.67
IE =27.79 (8" S)
8" F
......
ill LF :6" SS S=1 _00%
RECOMMENDED FOR APPROVAL
Y: _ Date: �r
Gir•l� , Dote:
Y: _ Date:
Y: _ Date: - - --
A Architects) \001 -04 (Porkside of 95 Burnett) \Dwo \sheets \PR -utO1 t1wn - qrnla- to
20 0 20 40
1 " =20'
scale feet
EXISTING
GROUND FROM
CENTER OF
WATER PIPE
,..
BLDG
SEE CONNECT
MECHANICAL TO EX. WATER
PLANS - --
SSMH #2 - 48 SSMH 1 -- 54 6" WATER
PIM =36.60 RIM =36.83 IE =30.53
iE_29.00 (8" S) IE =30.24 (8M S) 4"
IE -28.90 (8 N) IE =30.14 (8 N) METRO�� EX. SD �' w
FINISHED 4030 SEWER* U
GRADE Z Z
6" 24"
SEWER EX. W*
J
U
WATER PROFILE
I *APPROXIMATE VERTICAL LOCATION
4" W 1" IRR:
k4
115 LF 6" SS S =1.00X
SEWER PROFILE
ROLL200
29 LF
6" SS
S =1.00
S•32� y0 /
EXISTING
GROUND FROM
CENTER OF
WATER PIPE CONNECT
3040 BLDG TO EX. WATER
,/
SEE PN w
MECHANICAL DCVA
PLANS - -
6" FIRE
pw
4" O
EX. SDI
30 METROr
SEWER* " z i
24
6" EX. W*
SEWER
FIRE PRQFILE
*APPROXIMATE VERTICAL LOCATION
FR 0�3
40
40
20 0 20 40
1 =20'
scale feet
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O
O
1
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O
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N
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:UTILITY
PLAN
SHEET NO.
C 5.0
200327
M
r
0
N
z
Z
N
CONNECT TO ;
EXISTING CATCH
BASIN �'BURNETT AVENUE SOUTH ,
IE =31.49
16 LF 8" CPEP
` '' FIRE HYDRANT
��. �•�,,. EXISTING METRO - � I ASSEMBLY
SEWER UN E �
N 10498.49
E 14990.73
- i 24 "x6" TAPPING TEE (MJxFL)
. - + 6" GATE VALVE
1. J
,2
�� _... MW
Iwo A � ��� z { '
FOUND MONUMENT IN CASE
3/8" BRASS PIN WITH PUNCH MARK IN TOP OF 4"
CONCRETE POST 0.4' DOWN
INTERSECTION OF LOGAN AVE. S. do AIRPORT WAY
(VISITED 3/19/04)
CITY OF RENTON HORIZONTAL CONTROL #1099
NORTHING= 54838.903
EASTING= 396314.116
FOUND TACK IN CONC. MONUMENT IN CASE 0.7' DOWN
INTERSECTION OF BURNETT AVENUE SOUTH AND S. 2ND
STREET (VISITED 7/3/00)
CITY OF RENTON HORIZONTAL CONTROL #205
NORTHING = 54429.257
EASTING= 396408.155
CITY OF RENTON BM #673 -- TOP OF 1/4" BRASS PIN
SET IN CONC. MON. AT CENTERLINE OF MORRIS AVE. do
12' N OF CENTERLINE OF S. 2ND ST
ELEV. = 9.943 M (32.62 FEET)
NOTE:
CONTRACTOR SHALL POTHOLE do VERIFY ACTUAL
HORIZONTAL AND VERTICAL ELEVATION OF ALL EXISTING
UTILITIES AND CONTACT ENGINEER IF THERE ARE
CONFLICTS WITH PROPOSED CONSTRUCTION OF WATER
LINE AND CROSSING OF UTILITIES. A PROFILE PLAN OF
THE WATER LINE STUBS PREPARED BY THE ENGINEER
AFTER VERIFICATION OF ACTUAL LOCATION AND
ELEVATION OF EXISTING UTILITIES BY POTHOLING.
40
30
9.27 1 1 .2 TYPE B TS _ _ f
CO
IE =30.94 I ' ` _ '
�= 29 LF 6 SS STORM DRAIN _
ATCH BASIN s . -JI , CONNECTION EMN
z
Q wO
3 V)
U >
U W
c Zz
p
CL
or
UJ
1 L 1 0L
b < Co
O v a
i y i s
o_ o`
.. b
41. u O
C, C
♦.. 00 c- c
1 �
w :_ -�r- -� TYPE 2 .2 _ • _. - _ �- - -TO BUILDING
_ I PIPING SHOWN IS SCHEMATIC. IE =30.53 IE =31.95 NOTE: i
'"'' ~' ~' SEE M EC
20 LF 8 SD ,FINAL DESIGN OF PIPING TO - '�'�'O��
- O S =1.00% BE PROVIDED BY DESIGN /BUILD �� " DRAWINGS
CONTRACTOR DURING 19 LF 8 CPEP CONTINUA
IE =30.89 I j
I TRENCH DRAIN I CONSTRUCTION. O S =1.00X I
TO COLLECT - -_ r - -�- i :---� -_. __.l- - - - • ' ; -
_ FLOW FROM RAMP PLO ED f ORIES
ER INEal N "AL 1P. F.: 0 1T
I FIESI ENTIAL 11.F.:
_
4 PERF I 6
IANICAL .
FOR
'ION
e
N
:^ 1. PARKING GARAGE WILL REQUIRE FLOOR DRAINS AND SHALL ��, *0 •.,�, o
BE CONNECTED TO THE SANITARY SEWER. FLOWS SHALL BE
DIRECTED THROUGH FLOOR DRAINS THAT ARE INSTALLED IN ,.
_ ACCORDANCE WITH THE UPC TO AN EXTERIOR OIL /WATER a: �. S
SEPARATOR. THE SEPARATOR SHALL BE SIZED TO MEET A
- P F 0:•
MINIMUM 15 MINUTE RETENTION TIME FOR PEAK LOWS .1 s
ANTICIPATED IN THE GARAGE AREA, BUT IN NO CASE WILL 6
BE LESS THAN 200 GALLONS OF STORAGE CAPACITY. THE
TYPE OF INTERCEPTOR SHALL BE AS MANUFACTURED BY
PER GA
Aft F.F.: 4E.�i' -- - PIPE INC.. UTILITY VAULT INC., OR APPROVED EQUAL.
SD _ I I - LOWER GARAGE F.F.: SE.60' ---
�` 2. ALL HYDRANTS SHALL BE FITTED WITH A STORZ "QUICK E
DISCONNECT" FITTING IF NOT ALREADY IN PLACE. U
OIL/WATER 3. DOUBLE CHECK VALVE ASSEMBLIES FOR THE DOMESTIC AND c
- ..� SEPARATOR
FLOOR DRAIN SE NOTE 1. SIZING FIRE WATER LINES TO BE LOCATED INSIDE THE BUILDING.
i - - - - - IN GARAGE CLEANOUT V C
I f TYP 4 PLACES
TO BE , J o
I i ( PROVIDED BY C 2 T1'P. T
ON THIS LEVEL) DESIGN /BUILD CONTRACTOR
I i SEE NOTE 1 DURING CONSTRUCTION. I I I
w �. w� w• w w �. err � w -� w w w w w w w w w w .� w w � w w �. w w w w .r •.� w �. w w� �. w w �. �� �. w�� w �.. .� � r- w w w w �. � �. w w w w .� .� � .� w
2
4" PERF 5. 4" PERF 4" PERF ,
SD � SD Sp
CO CO CO CO
IE =31.99 IE =31.05 IE =31.1 1 IE =31.17
EXIST- SSMH - 48"
RIM-36.67
IE =27.79 (8" S)
8" F
......
ill LF :6" SS S=1 _00%
RECOMMENDED FOR APPROVAL
Y: _ Date: �r
Gir•l� , Dote:
Y: _ Date:
Y: _ Date: - - --
A Architects) \001 -04 (Porkside of 95 Burnett) \Dwo \sheets \PR -utO1 t1wn - qrnla- to
20 0 20 40
1 " =20'
scale feet
EXISTING
GROUND FROM
CENTER OF
WATER PIPE
,..
BLDG
SEE CONNECT
MECHANICAL TO EX. WATER
PLANS - --
SSMH #2 - 48 SSMH 1 -- 54 6" WATER
PIM =36.60 RIM =36.83 IE =30.53
iE_29.00 (8" S) IE =30.24 (8M S) 4"
IE -28.90 (8 N) IE =30.14 (8 N) METRO�� EX. SD �' w
FINISHED 4030 SEWER* U
GRADE Z Z
6" 24"
SEWER EX. W*
J
U
WATER PROFILE
I *APPROXIMATE VERTICAL LOCATION
4" W 1" IRR:
k4
115 LF 6" SS S =1.00X
SEWER PROFILE
ROLL200
29 LF
6" SS
S =1.00
S•32� y0 /
EXISTING
GROUND FROM
CENTER OF
WATER PIPE CONNECT
3040 BLDG TO EX. WATER
,/
SEE PN w
MECHANICAL DCVA
PLANS - -
6" FIRE
pw
4" O
EX. SDI
30 METROr
SEWER* " z i
24
6" EX. W*
SEWER
FIRE PRQFILE
*APPROXIMATE VERTICAL LOCATION
FR 0�3
40
40
20 0 20 40
1 =20'
scale feet
O
1
O
O
1
cf)
O
O
N
N
C
V
�a
0
H ,o
N i
Q v.
3'�
ti , a.
O i9?
>3��
O iwi
p ;C4
10
-�-� c
O
� m
L 93C
W
C7 2
LO
Z J V
< a J
� J
F3
W < E
V O
. _.. m
W m
W)d 0
L a
ow
Q. a
O
V
:UTILITY
PLAN
SHEET NO.
C 5.0
200327
M
r
0
N
z
Z
N
,2
�� _... MW
Iwo A � ��� z { '
FOUND MONUMENT IN CASE
3/8" BRASS PIN WITH PUNCH MARK IN TOP OF 4"
CONCRETE POST 0.4' DOWN
INTERSECTION OF LOGAN AVE. S. do AIRPORT WAY
(VISITED 3/19/04)
CITY OF RENTON HORIZONTAL CONTROL #1099
NORTHING= 54838.903
EASTING= 396314.116
FOUND TACK IN CONC. MONUMENT IN CASE 0.7' DOWN
INTERSECTION OF BURNETT AVENUE SOUTH AND S. 2ND
STREET (VISITED 7/3/00)
CITY OF RENTON HORIZONTAL CONTROL #205
NORTHING = 54429.257
EASTING= 396408.155
CITY OF RENTON BM #673 -- TOP OF 1/4" BRASS PIN
SET IN CONC. MON. AT CENTERLINE OF MORRIS AVE. do
12' N OF CENTERLINE OF S. 2ND ST
ELEV. = 9.943 M (32.62 FEET)
NOTE:
CONTRACTOR SHALL POTHOLE do VERIFY ACTUAL
HORIZONTAL AND VERTICAL ELEVATION OF ALL EXISTING
UTILITIES AND CONTACT ENGINEER IF THERE ARE
CONFLICTS WITH PROPOSED CONSTRUCTION OF WATER
LINE AND CROSSING OF UTILITIES. A PROFILE PLAN OF
THE WATER LINE STUBS PREPARED BY THE ENGINEER
AFTER VERIFICATION OF ACTUAL LOCATION AND
ELEVATION OF EXISTING UTILITIES BY POTHOLING.
40
30
9.27 1 1 .2 TYPE B TS _ _ f
CO
IE =30.94 I ' ` _ '
�= 29 LF 6 SS STORM DRAIN _
ATCH BASIN s . -JI , CONNECTION EMN
z
Q wO
3 V)
U >
U W
c Zz
p
CL
or
UJ
1 L 1 0L
b < Co
O v a
i y i s
o_ o`
.. b
41. u O
C, C
♦.. 00 c- c
1 �
w :_ -�r- -� TYPE 2 .2 _ • _. - _ �- - -TO BUILDING
_ I PIPING SHOWN IS SCHEMATIC. IE =30.53 IE =31.95 NOTE: i
'"'' ~' ~' SEE M EC
20 LF 8 SD ,FINAL DESIGN OF PIPING TO - '�'�'O��
- O S =1.00% BE PROVIDED BY DESIGN /BUILD �� " DRAWINGS
CONTRACTOR DURING 19 LF 8 CPEP CONTINUA
IE =30.89 I j
I TRENCH DRAIN I CONSTRUCTION. O S =1.00X I
TO COLLECT - -_ r - -�- i :---� -_. __.l- - - - • ' ; -
_ FLOW FROM RAMP PLO ED f ORIES
ER INEal N "AL 1P. F.: 0 1T
I FIESI ENTIAL 11.F.:
_
4 PERF I 6
IANICAL .
FOR
'ION
e
N
:^ 1. PARKING GARAGE WILL REQUIRE FLOOR DRAINS AND SHALL ��, *0 •.,�, o
BE CONNECTED TO THE SANITARY SEWER. FLOWS SHALL BE
DIRECTED THROUGH FLOOR DRAINS THAT ARE INSTALLED IN ,.
_ ACCORDANCE WITH THE UPC TO AN EXTERIOR OIL /WATER a: �. S
SEPARATOR. THE SEPARATOR SHALL BE SIZED TO MEET A
- P F 0:•
MINIMUM 15 MINUTE RETENTION TIME FOR PEAK LOWS .1 s
ANTICIPATED IN THE GARAGE AREA, BUT IN NO CASE WILL 6
BE LESS THAN 200 GALLONS OF STORAGE CAPACITY. THE
TYPE OF INTERCEPTOR SHALL BE AS MANUFACTURED BY
PER GA
Aft F.F.: 4E.�i' -- - PIPE INC.. UTILITY VAULT INC., OR APPROVED EQUAL.
SD _ I I - LOWER GARAGE F.F.: SE.60' ---
�` 2. ALL HYDRANTS SHALL BE FITTED WITH A STORZ "QUICK E
DISCONNECT" FITTING IF NOT ALREADY IN PLACE. U
OIL/WATER 3. DOUBLE CHECK VALVE ASSEMBLIES FOR THE DOMESTIC AND c
- ..� SEPARATOR
FLOOR DRAIN SE NOTE 1. SIZING FIRE WATER LINES TO BE LOCATED INSIDE THE BUILDING.
i - - - - - IN GARAGE CLEANOUT V C
I f TYP 4 PLACES
TO BE , J o
I i ( PROVIDED BY C 2 T1'P. T
ON THIS LEVEL) DESIGN /BUILD CONTRACTOR
I i SEE NOTE 1 DURING CONSTRUCTION. I I I
w �. w� w• w w �. err � w -� w w w w w w w w w w .� w w � w w �. w w w w .r •.� w �. w w� �. w w �. �� �. w�� w �.. .� � r- w w w w �. � �. w w w w .� .� � .� w
2
4" PERF 5. 4" PERF 4" PERF ,
SD � SD Sp
CO CO CO CO
IE =31.99 IE =31.05 IE =31.1 1 IE =31.17
EXIST- SSMH - 48"
RIM-36.67
IE =27.79 (8" S)
8" F
......
ill LF :6" SS S=1 _00%
RECOMMENDED FOR APPROVAL
Y: _ Date: �r
Gir•l� , Dote:
Y: _ Date:
Y: _ Date: - - --
A Architects) \001 -04 (Porkside of 95 Burnett) \Dwo \sheets \PR -utO1 t1wn - qrnla- to
20 0 20 40
1 " =20'
scale feet
EXISTING
GROUND FROM
CENTER OF
WATER PIPE
,..
BLDG
SEE CONNECT
MECHANICAL TO EX. WATER
PLANS - --
SSMH #2 - 48 SSMH 1 -- 54 6" WATER
PIM =36.60 RIM =36.83 IE =30.53
iE_29.00 (8" S) IE =30.24 (8M S) 4"
IE -28.90 (8 N) IE =30.14 (8 N) METRO�� EX. SD �' w
FINISHED 4030 SEWER* U
GRADE Z Z
6" 24"
SEWER EX. W*
J
U
WATER PROFILE
I *APPROXIMATE VERTICAL LOCATION
4" W 1" IRR:
k4
115 LF 6" SS S =1.00X
SEWER PROFILE
ROLL200
29 LF
6" SS
S =1.00
S•32� y0 /
EXISTING
GROUND FROM
CENTER OF
WATER PIPE CONNECT
3040 BLDG TO EX. WATER
,/
SEE PN w
MECHANICAL DCVA
PLANS - -
6" FIRE
pw
4" O
EX. SDI
30 METROr
SEWER* " z i
24
6" EX. W*
SEWER
FIRE PRQFILE
*APPROXIMATE VERTICAL LOCATION
FR 0�3
40
40
20 0 20 40
1 =20'
scale feet
O
1
O
O
1
cf)
O
O
N
N
C
V
�a
0
H ,o
N i
Q v.
3'�
ti , a.
O i9?
>3��
O iwi
p ;C4
10
-�-� c
O
� m
L 93C
W
C7 2
LO
Z J V
< a J
� J
F3
W < E
V O
. _.. m
W m
W)d 0
L a
ow
Q. a
O
V
:UTILITY
PLAN
SHEET NO.
C 5.0
200327
M
r
0
N
z
Z
N
CITY OF RENTON BM #673 -- TOP OF 1/4" BRASS PIN
SET IN CONC. MON. AT CENTERLINE OF MORRIS AVE. do
12' N OF CENTERLINE OF S. 2ND ST
ELEV. = 9.943 M (32.62 FEET)
NOTE:
CONTRACTOR SHALL POTHOLE do VERIFY ACTUAL
HORIZONTAL AND VERTICAL ELEVATION OF ALL EXISTING
UTILITIES AND CONTACT ENGINEER IF THERE ARE
CONFLICTS WITH PROPOSED CONSTRUCTION OF WATER
LINE AND CROSSING OF UTILITIES. A PROFILE PLAN OF
THE WATER LINE STUBS PREPARED BY THE ENGINEER
AFTER VERIFICATION OF ACTUAL LOCATION AND
ELEVATION OF EXISTING UTILITIES BY POTHOLING.
40
30
9.27 1 1 .2 TYPE B TS _ _ f
CO
IE =30.94 I ' ` _ '
�= 29 LF 6 SS STORM DRAIN _
ATCH BASIN s . -JI , CONNECTION EMN
z
Q wO
3 V)
U >
U W
c Zz
p
CL
or
UJ
1 L 1 0L
b < Co
O v a
i y i s
o_ o`
.. b
41. u O
C, C
♦.. 00 c- c
1 �
w :_ -�r- -� TYPE 2 .2 _ • _. - _ �- - -TO BUILDING
_ I PIPING SHOWN IS SCHEMATIC. IE =30.53 IE =31.95 NOTE: i
'"'' ~' ~' SEE M EC
20 LF 8 SD ,FINAL DESIGN OF PIPING TO - '�'�'O��
- O S =1.00% BE PROVIDED BY DESIGN /BUILD �� " DRAWINGS
CONTRACTOR DURING 19 LF 8 CPEP CONTINUA
IE =30.89 I j
I TRENCH DRAIN I CONSTRUCTION. O S =1.00X I
TO COLLECT - -_ r - -�- i :---� -_. __.l- - - - • ' ; -
_ FLOW FROM RAMP PLO ED f ORIES
ER INEal N "AL 1P. F.: 0 1T
I FIESI ENTIAL 11.F.:
_
4 PERF I 6
IANICAL .
FOR
'ION
e
N
:^ 1. PARKING GARAGE WILL REQUIRE FLOOR DRAINS AND SHALL ��, *0 •.,�, o
BE CONNECTED TO THE SANITARY SEWER. FLOWS SHALL BE
DIRECTED THROUGH FLOOR DRAINS THAT ARE INSTALLED IN ,.
_ ACCORDANCE WITH THE UPC TO AN EXTERIOR OIL /WATER a: �. S
SEPARATOR. THE SEPARATOR SHALL BE SIZED TO MEET A
- P F 0:•
MINIMUM 15 MINUTE RETENTION TIME FOR PEAK LOWS .1 s
ANTICIPATED IN THE GARAGE AREA, BUT IN NO CASE WILL 6
BE LESS THAN 200 GALLONS OF STORAGE CAPACITY. THE
TYPE OF INTERCEPTOR SHALL BE AS MANUFACTURED BY
PER GA
Aft F.F.: 4E.�i' -- - PIPE INC.. UTILITY VAULT INC., OR APPROVED EQUAL.
SD _ I I - LOWER GARAGE F.F.: SE.60' ---
�` 2. ALL HYDRANTS SHALL BE FITTED WITH A STORZ "QUICK E
DISCONNECT" FITTING IF NOT ALREADY IN PLACE. U
OIL/WATER 3. DOUBLE CHECK VALVE ASSEMBLIES FOR THE DOMESTIC AND c
- ..� SEPARATOR
FLOOR DRAIN SE NOTE 1. SIZING FIRE WATER LINES TO BE LOCATED INSIDE THE BUILDING.
i - - - - - IN GARAGE CLEANOUT V C
I f TYP 4 PLACES
TO BE , J o
I i ( PROVIDED BY C 2 T1'P. T
ON THIS LEVEL) DESIGN /BUILD CONTRACTOR
I i SEE NOTE 1 DURING CONSTRUCTION. I I I
w �. w� w• w w �. err � w -� w w w w w w w w w w .� w w � w w �. w w w w .r •.� w �. w w� �. w w �. �� �. w�� w �.. .� � r- w w w w �. � �. w w w w .� .� � .� w
2
4" PERF 5. 4" PERF 4" PERF ,
SD � SD Sp
CO CO CO CO
IE =31.99 IE =31.05 IE =31.1 1 IE =31.17
EXIST- SSMH - 48"
RIM-36.67
IE =27.79 (8" S)
8" F
......
ill LF :6" SS S=1 _00%
RECOMMENDED FOR APPROVAL
Y: _ Date: �r
Gir•l� , Dote:
Y: _ Date:
Y: _ Date: - - --
A Architects) \001 -04 (Porkside of 95 Burnett) \Dwo \sheets \PR -utO1 t1wn - qrnla- to
20 0 20 40
1 " =20'
scale feet
EXISTING
GROUND FROM
CENTER OF
WATER PIPE
,..
BLDG
SEE CONNECT
MECHANICAL TO EX. WATER
PLANS - --
SSMH #2 - 48 SSMH 1 -- 54 6" WATER
PIM =36.60 RIM =36.83 IE =30.53
iE_29.00 (8" S) IE =30.24 (8M S) 4"
IE -28.90 (8 N) IE =30.14 (8 N) METRO�� EX. SD �' w
FINISHED 4030 SEWER* U
GRADE Z Z
6" 24"
SEWER EX. W*
J
U
WATER PROFILE
I *APPROXIMATE VERTICAL LOCATION
4" W 1" IRR:
k4
115 LF 6" SS S =1.00X
SEWER PROFILE
ROLL200
29 LF
6" SS
S =1.00
S•32� y0 /
EXISTING
GROUND FROM
CENTER OF
WATER PIPE CONNECT
3040 BLDG TO EX. WATER
,/
SEE PN w
MECHANICAL DCVA
PLANS - -
6" FIRE
pw
4" O
EX. SDI
30 METROr
SEWER* " z i
24
6" EX. W*
SEWER
FIRE PRQFILE
*APPROXIMATE VERTICAL LOCATION
FR 0�3
40
40
20 0 20 40
1 =20'
scale feet
O
1
O
O
1
cf)
O
O
N
N
C
V
�a
0
H ,o
N i
Q v.
3'�
ti , a.
O i9?
>3��
O iwi
p ;C4
10
-�-� c
O
� m
L 93C
W
C7 2
LO
Z J V
< a J
� J
F3
W < E
V O
. _.. m
W m
W)d 0
L a
ow
Q. a
O
V
:UTILITY
PLAN
SHEET NO.
C 5.0
200327
M
r
0
N
z
Z
N
1 �
w :_ -�r- -� TYPE 2 .2 _ • _. - _ �- - -TO BUILDING
_ I PIPING SHOWN IS SCHEMATIC. IE =30.53 IE =31.95 NOTE: i
'"'' ~' ~' SEE M EC
20 LF 8 SD ,FINAL DESIGN OF PIPING TO - '�'�'O��
- O S =1.00% BE PROVIDED BY DESIGN /BUILD �� " DRAWINGS
CONTRACTOR DURING 19 LF 8 CPEP CONTINUA
IE =30.89 I j
I TRENCH DRAIN I CONSTRUCTION. O S =1.00X I
TO COLLECT - -_ r - -�- i :---� -_. __.l- - - - • ' ; -
_ FLOW FROM RAMP PLO ED f ORIES
ER INEal N "AL 1P. F.: 0 1T
I FIESI ENTIAL 11.F.:
_
4 PERF I 6
IANICAL .
FOR
'ION
e
N
:^ 1. PARKING GARAGE WILL REQUIRE FLOOR DRAINS AND SHALL ��, *0 •.,�, o
BE CONNECTED TO THE SANITARY SEWER. FLOWS SHALL BE
DIRECTED THROUGH FLOOR DRAINS THAT ARE INSTALLED IN ,.
_ ACCORDANCE WITH THE UPC TO AN EXTERIOR OIL /WATER a: �. S
SEPARATOR. THE SEPARATOR SHALL BE SIZED TO MEET A
- P F 0:•
MINIMUM 15 MINUTE RETENTION TIME FOR PEAK LOWS .1 s
ANTICIPATED IN THE GARAGE AREA, BUT IN NO CASE WILL 6
BE LESS THAN 200 GALLONS OF STORAGE CAPACITY. THE
TYPE OF INTERCEPTOR SHALL BE AS MANUFACTURED BY
PER GA
Aft F.F.: 4E.�i' -- - PIPE INC.. UTILITY VAULT INC., OR APPROVED EQUAL.
SD _ I I - LOWER GARAGE F.F.: SE.60' ---
�` 2. ALL HYDRANTS SHALL BE FITTED WITH A STORZ "QUICK E
DISCONNECT" FITTING IF NOT ALREADY IN PLACE. U
OIL/WATER 3. DOUBLE CHECK VALVE ASSEMBLIES FOR THE DOMESTIC AND c
- ..� SEPARATOR
FLOOR DRAIN SE NOTE 1. SIZING FIRE WATER LINES TO BE LOCATED INSIDE THE BUILDING.
i - - - - - IN GARAGE CLEANOUT V C
I f TYP 4 PLACES
TO BE , J o
I i ( PROVIDED BY C 2 T1'P. T
ON THIS LEVEL) DESIGN /BUILD CONTRACTOR
I i SEE NOTE 1 DURING CONSTRUCTION. I I I
w �. w� w• w w �. err � w -� w w w w w w w w w w .� w w � w w �. w w w w .r •.� w �. w w� �. w w �. �� �. w�� w �.. .� � r- w w w w �. � �. w w w w .� .� � .� w
2
4" PERF 5. 4" PERF 4" PERF ,
SD � SD Sp
CO CO CO CO
IE =31.99 IE =31.05 IE =31.1 1 IE =31.17
EXIST- SSMH - 48"
RIM-36.67
IE =27.79 (8" S)
8" F
......
ill LF :6" SS S=1 _00%
RECOMMENDED FOR APPROVAL
Y: _ Date: �r
Gir•l� , Dote:
Y: _ Date:
Y: _ Date: - - --
A Architects) \001 -04 (Porkside of 95 Burnett) \Dwo \sheets \PR -utO1 t1wn - qrnla- to
20 0 20 40
1 " =20'
scale feet
EXISTING
GROUND FROM
CENTER OF
WATER PIPE
,..
BLDG
SEE CONNECT
MECHANICAL TO EX. WATER
PLANS - --
SSMH #2 - 48 SSMH 1 -- 54 6" WATER
PIM =36.60 RIM =36.83 IE =30.53
iE_29.00 (8" S) IE =30.24 (8M S) 4"
IE -28.90 (8 N) IE =30.14 (8 N) METRO�� EX. SD �' w
FINISHED 4030 SEWER* U
GRADE Z Z
6" 24"
SEWER EX. W*
J
U
WATER PROFILE
I *APPROXIMATE VERTICAL LOCATION
4" W 1" IRR:
k4
115 LF 6" SS S =1.00X
SEWER PROFILE
ROLL200
29 LF
6" SS
S =1.00
S•32� y0 /
EXISTING
GROUND FROM
CENTER OF
WATER PIPE CONNECT
3040 BLDG TO EX. WATER
,/
SEE PN w
MECHANICAL DCVA
PLANS - -
6" FIRE
pw
4" O
EX. SDI
30 METROr
SEWER* " z i
24
6" EX. W*
SEWER
FIRE PRQFILE
*APPROXIMATE VERTICAL LOCATION
FR 0�3
40
40
20 0 20 40
1 =20'
scale feet
O
1
O
O
1
cf)
O
O
N
N
C
V
�a
0
H ,o
N i
Q v.
3'�
ti , a.
O i9?
>3��
O iwi
p ;C4
10
-�-� c
O
� m
L 93C
W
C7 2
LO
Z J V
< a J
� J
F3
W < E
V O
. _.. m
W m
W)d 0
L a
ow
Q. a
O
V
:UTILITY
PLAN
SHEET NO.
C 5.0
200327
M
r
0
N
z
Z
N
N
:^ 1. PARKING GARAGE WILL REQUIRE FLOOR DRAINS AND SHALL ��, *0 •.,�, o
BE CONNECTED TO THE SANITARY SEWER. FLOWS SHALL BE
DIRECTED THROUGH FLOOR DRAINS THAT ARE INSTALLED IN ,.
_ ACCORDANCE WITH THE UPC TO AN EXTERIOR OIL /WATER a: �. S
SEPARATOR. THE SEPARATOR SHALL BE SIZED TO MEET A
- P F 0:•
MINIMUM 15 MINUTE RETENTION TIME FOR PEAK LOWS .1 s
ANTICIPATED IN THE GARAGE AREA, BUT IN NO CASE WILL 6
BE LESS THAN 200 GALLONS OF STORAGE CAPACITY. THE
TYPE OF INTERCEPTOR SHALL BE AS MANUFACTURED BY
PER GA
Aft F.F.: 4E.�i' -- - PIPE INC.. UTILITY VAULT INC., OR APPROVED EQUAL.
SD _ I I - LOWER GARAGE F.F.: SE.60' ---
�` 2. ALL HYDRANTS SHALL BE FITTED WITH A STORZ "QUICK E
DISCONNECT" FITTING IF NOT ALREADY IN PLACE. U
OIL/WATER 3. DOUBLE CHECK VALVE ASSEMBLIES FOR THE DOMESTIC AND c
- ..� SEPARATOR
FLOOR DRAIN SE NOTE 1. SIZING FIRE WATER LINES TO BE LOCATED INSIDE THE BUILDING.
i - - - - - IN GARAGE CLEANOUT V C
I f TYP 4 PLACES
TO BE , J o
I i ( PROVIDED BY C 2 T1'P. T
ON THIS LEVEL) DESIGN /BUILD CONTRACTOR
I i SEE NOTE 1 DURING CONSTRUCTION. I I I
w �. w� w• w w �. err � w -� w w w w w w w w w w .� w w � w w �. w w w w .r •.� w �. w w� �. w w �. �� �. w�� w �.. .� � r- w w w w �. � �. w w w w .� .� � .� w
2
4" PERF 5. 4" PERF 4" PERF ,
SD � SD Sp
CO CO CO CO
IE =31.99 IE =31.05 IE =31.1 1 IE =31.17
EXIST- SSMH - 48"
RIM-36.67
IE =27.79 (8" S)
8" F
......
ill LF :6" SS S=1 _00%
RECOMMENDED FOR APPROVAL
Y: _ Date: �r
Gir•l� , Dote:
Y: _ Date:
Y: _ Date: - - --
A Architects) \001 -04 (Porkside of 95 Burnett) \Dwo \sheets \PR -utO1 t1wn - qrnla- to
20 0 20 40
1 " =20'
scale feet
EXISTING
GROUND FROM
CENTER OF
WATER PIPE
,..
BLDG
SEE CONNECT
MECHANICAL TO EX. WATER
PLANS - --
SSMH #2 - 48 SSMH 1 -- 54 6" WATER
PIM =36.60 RIM =36.83 IE =30.53
iE_29.00 (8" S) IE =30.24 (8M S) 4"
IE -28.90 (8 N) IE =30.14 (8 N) METRO�� EX. SD �' w
FINISHED 4030 SEWER* U
GRADE Z Z
6" 24"
SEWER EX. W*
J
U
WATER PROFILE
I *APPROXIMATE VERTICAL LOCATION
4" W 1" IRR:
k4
115 LF 6" SS S =1.00X
SEWER PROFILE
ROLL200
29 LF
6" SS
S =1.00
S•32� y0 /
EXISTING
GROUND FROM
CENTER OF
WATER PIPE CONNECT
3040 BLDG TO EX. WATER
,/
SEE PN w
MECHANICAL DCVA
PLANS - -
6" FIRE
pw
4" O
EX. SDI
30 METROr
SEWER* " z i
24
6" EX. W*
SEWER
FIRE PRQFILE
*APPROXIMATE VERTICAL LOCATION
FR 0�3
40
40
20 0 20 40
1 =20'
scale feet
O
1
O
O
1
cf)
O
O
N
N
C
V
�a
0
H ,o
N i
Q v.
3'�
ti , a.
O i9?
>3��
O iwi
p ;C4
10
-�-� c
O
� m
L 93C
W
C7 2
LO
Z J V
< a J
� J
F3
W < E
V O
. _.. m
W m
W)d 0
L a
ow
Q. a
O
V
:UTILITY
PLAN
SHEET NO.
C 5.0
200327
M
r
0
N
z
Z
N
PER GA
Aft F.F.: 4E.�i' -- - PIPE INC.. UTILITY VAULT INC., OR APPROVED EQUAL.
SD _ I I - LOWER GARAGE F.F.: SE.60' ---
�` 2. ALL HYDRANTS SHALL BE FITTED WITH A STORZ "QUICK E
DISCONNECT" FITTING IF NOT ALREADY IN PLACE. U
OIL/WATER 3. DOUBLE CHECK VALVE ASSEMBLIES FOR THE DOMESTIC AND c
- ..� SEPARATOR
FLOOR DRAIN SE NOTE 1. SIZING FIRE WATER LINES TO BE LOCATED INSIDE THE BUILDING.
i - - - - - IN GARAGE CLEANOUT V C
I f TYP 4 PLACES
TO BE , J o
I i ( PROVIDED BY C 2 T1'P. T
ON THIS LEVEL) DESIGN /BUILD CONTRACTOR
I i SEE NOTE 1 DURING CONSTRUCTION. I I I
w �. w� w• w w �. err � w -� w w w w w w w w w w .� w w � w w �. w w w w .r •.� w �. w w� �. w w �. �� �. w�� w �.. .� � r- w w w w �. � �. w w w w .� .� � .� w
2
4" PERF 5. 4" PERF 4" PERF ,
SD � SD Sp
CO CO CO CO
IE =31.99 IE =31.05 IE =31.1 1 IE =31.17
EXIST- SSMH - 48"
RIM-36.67
IE =27.79 (8" S)
8" F
......
ill LF :6" SS S=1 _00%
RECOMMENDED FOR APPROVAL
Y: _ Date: �r
Gir•l� , Dote:
Y: _ Date:
Y: _ Date: - - --
A Architects) \001 -04 (Porkside of 95 Burnett) \Dwo \sheets \PR -utO1 t1wn - qrnla- to
20 0 20 40
1 " =20'
scale feet
EXISTING
GROUND FROM
CENTER OF
WATER PIPE
,..
BLDG
SEE CONNECT
MECHANICAL TO EX. WATER
PLANS - --
SSMH #2 - 48 SSMH 1 -- 54 6" WATER
PIM =36.60 RIM =36.83 IE =30.53
iE_29.00 (8" S) IE =30.24 (8M S) 4"
IE -28.90 (8 N) IE =30.14 (8 N) METRO�� EX. SD �' w
FINISHED 4030 SEWER* U
GRADE Z Z
6" 24"
SEWER EX. W*
J
U
WATER PROFILE
I *APPROXIMATE VERTICAL LOCATION
4" W 1" IRR:
k4
115 LF 6" SS S =1.00X
SEWER PROFILE
ROLL200
29 LF
6" SS
S =1.00
S•32� y0 /
EXISTING
GROUND FROM
CENTER OF
WATER PIPE CONNECT
3040 BLDG TO EX. WATER
,/
SEE PN w
MECHANICAL DCVA
PLANS - -
6" FIRE
pw
4" O
EX. SDI
30 METROr
SEWER* " z i
24
6" EX. W*
SEWER
FIRE PRQFILE
*APPROXIMATE VERTICAL LOCATION
FR 0�3
40
40
20 0 20 40
1 =20'
scale feet
O
1
O
O
1
cf)
O
O
N
N
C
V
�a
0
H ,o
N i
Q v.
3'�
ti , a.
O i9?
>3��
O iwi
p ;C4
10
-�-� c
O
� m
L 93C
W
C7 2
LO
Z J V
< a J
� J
F3
W < E
V O
. _.. m
W m
W)d 0
L a
ow
Q. a
O
V
:UTILITY
PLAN
SHEET NO.
C 5.0
200327
M
r
0
N
z
Z
N
4" W 1" IRR:
k4
115 LF 6" SS S =1.00X
SEWER PROFILE
ROLL200
29 LF
6" SS
S =1.00
S•32� y0 /
EXISTING
GROUND FROM
CENTER OF
WATER PIPE CONNECT
3040 BLDG TO EX. WATER
,/
SEE PN w
MECHANICAL DCVA
PLANS - -
6" FIRE
pw
4" O
EX. SDI
30 METROr
SEWER* " z i
24
6" EX. W*
SEWER
FIRE PRQFILE
*APPROXIMATE VERTICAL LOCATION
FR 0�3
40
40
20 0 20 40
1 =20'
scale feet
O
1
O
O
1
cf)
O
O
N
N
C
V
�a
0
H ,o
N i
Q v.
3'�
ti , a.
O i9?
>3��
O iwi
p ;C4
10
-�-� c
O
� m
L 93C
W
C7 2
LO
Z J V
< a J
� J
F3
W < E
V O
. _.. m
W m
W)d 0
L a
ow
Q. a
O
V
:UTILITY
PLAN
SHEET NO.
C 5.0
200327
M
r
0
N
z
Z
N
:UTILITY
PLAN
SHEET NO.
C 5.0
200327
M
r
0
N
z
Z
N
OONCREa aOEa" 018010lfA0Q011�
1116 erratrll r ew•u tdorlree 1• o.atl. AstIteoNe
/e++de te1e. •rl• sues •n•. �a• m too wen 1n
« Mte eeh • rnetnod• Of Kn4 tAnOete 10
M• 06.1 house" to Mier, !colt• , 7he ors
b tllyrete /eel of remote •n..r ttgN Mror e6elrtel
Oa Mom of Ifa VentT M lo✓,d •y P•
Mrt.p h porefte 1=1 r tm• T • bees
e_ Qlia•-00 so loo " o• m"', N %we 7
tQ1�11a Wally �rwIN,, to for kee tenlr of
�ow,.00 Mtot only
j. f d the tMUet No" nret be "vet
IM, a Wee the, 1/2 YN 40011% 1 Or. the G7ownd
ourMq to the Heft bse
!
The th,Lw eloce boorinq lone • eppoernetey
tecl frydv
• The cone7Ne el.e- be ee par APMA
ip iAteltion 7"421,11
c. (]was
ttttde Dt.eet•, d Poe in reel
o lost n Psnde a the f 4t.y ( lmy 1)
L •soli e.orty 1•pe h Pevr17 ft (lwl. 7)
P - Opu of 11.00 In Feet
�' • WWW of Irrtvt -t feet
A - AM Of Cottefel• •.11th m -el Ma "olnot uts
SrrM of the trench r SA rl
11th • Mim .%" No1Mit of the Tnr -ot Hue, n test
Ik . Opin of " Come rsto I%,t si Mae.
to 61orms sulece in feet
tan - b -xb-v, IOVIr, of the 77"Aa 81.0 n Fpof
GROUND SUFA
91OC1( BASE
o. r.. Cr.. Sono, Ea1AOOfalS
1 Mee of C4rem•1e (Ai • tilt Pfttvrd�
!•h bswq lees ti Pd,^r?j4
2 wa vnum l4frfrt of TM-ot Pee■ (/lnl - 21191h Of Irencft ti {eel n
Moir of Trench w fe•tl
J peeln OI Cvtcrels Mfrel Soft _ -Lou IOde DIM IN of P'loo M root) M e
- -
2 7
4 Mo.Im -m Length of WMWI Sea (l re) _ A,eo of hncrot• - A
Mo..nter, Negr,t //rr
I Rea Too Amoret of Cetwel• (la, ye) " (1••Ngh 1 ■ Dptn . t rytn) - 0 03701
(t•� . tm ■ Dc) . 003,0•
E Eie11Ps1
Qam.ls
CNculollan r the onnount of cvforefo r•fh,.ed to Wee o 40' bend in an Be
CL voter mein, the rl0rrnd @W@lrry f✓00ow• r, the P,,O o , W 65 ps. one the ee
as u 1400 2 Tldtle 2 the e•fe thow.4 11•d to
ielfd mod Orowt. A000 so /so N
aaoo to ►1•uii• 1 11�r• t trtNytoe fey p•.Ity�
p 1no oina•t• to t1.o..YrO N• 00' I>na
Oo to wo •yon! Iofy of use room, One hly
`.0 .1 berten . • feet
edit of bones. (lrl - 3 hN
Mu, the row fr•5mere 1nlorlytyq
w wooed to the fro oro/wbto
Aril• ut 6r -N �_t�
Console (A) • OM. Des - teed -0 7000 - 712 t4 4
Menmefe Nela1 of Thfttel sma (re.,) . O�e.tn 2Lkrah to rest -
7
• ? • 7 r 70
- 010th of CWWOIe Wmerl Otto► (Do)
6/felr .l Twnel, 1h root (01 Olt"* (AOntote of pee la)
ft
- Ma.•r -r. Lelytr d Tftrf.et Sotlr (tree) - A,eO of (,•11er•t•
N•16ht of concrete
A 712 ! Sr4
! h
Nm TT
- Rowe" Ar..o„ll N hovels -0 (n•f6ht r DOOM 1 twoln) ■ 003704
rMm ■ 1m . ot) .003104
7 0. x, it . o 03 704
- 0 30 of p
uq
vw.st at F1hW4s
Tfss 40•
Dead E "a, Deno
In ioo Two
•S' n , /� , t • t /h
Mne O.ne Bend
r .foe
C
] 120
3 710
Soo
3.000
1 s7o
t 1. too
T uo
2.910
6.510
11Jp
,,470
1 Am
. se
7x
1.700
t�a' cis
1 1St
15.00
1.470
3 6!0
213"
301,.570
11.5%
14.5.0
SeOo
8,430
132
3.020
4.)TKI I
4.330
a 760
'r,
1•' J?
":2,soo
`5 370
35. f�4o
OJD
Y.OSpC
u;I too
400
14.000
7:.000
H 0420
16./40
It 6350
16.MO
'6 too
700
+ 7ot
t.894o
NO6.�6oc
-e.o6o
1•s2o
'2540
200
.440
141 f 70
t 77,4eo
161 :2
66 200
1 &L eo
35.320
x.,40
18.100
ism
i6' 701 T
20).380 -
147.850
155 7401
70 400 I
•0 710
TAP E 2
Sot DUMB LOOM n to L34 FL
The sole eeonny ism" ten r too foseortq 1400 we toy
%wtsooro er -r•1• other �ry Osot• a e•.•• e.r me ew
*-to". 7 silt
Two thieving toed
506. LL. art s4 fl
1e-a. Pool Nc
Sono C07 1.000
se end a•.ef 3
ol 000
f
CAP
22 -1/2•
45 *BEND
TFE
90 BEND
11 -t /a
FIGURE 1
NOTE. FOR CONVEX VERTICAL BENDS Bt O(XING
SEE APWA STANDARD PLAN NO 73
emotion rn the vet t+ereew eeno ens pool send end C•O.e1 cementoe rrtn *or 4 000 COxCYS_ BLDCMG am= r
2 Sflipo Mad 9,e0 t00oc
Weim -m 1-0-01 -y M • (Le 1•ty 1 w{ "n m.0 o Pont. ell greets shell be reeVOn•o 07 p6e0 o, ADOPTOD
0-lets Aemet •r ol•� -r ) r ��( - 0 75 11 1-0 1000 to tope le- ndelyn• o• brr •'Op d m d \
1r of ono . enl r t� bel0el of = rRelte.l �i � ttltt111�
6e to low 1 the Wq preeee21 or IOD pe . too see d.�uy t•
�MO
cal 1M tnrwt on a 80• Mr+a y 71 340 petnde � sm AAIt/
tttIiiiim tt/M
AT to 1 t'el7' DCV OR
3/6/95 CORRECTED CotuMN NEADNCS Dry AG
DWG. NAME: BR26 SP PAGE: BOeS
os
CONCRETE BLOCKING SIZING PROCEDURE
A ?N YEW A
ELAN SECe 17", To 23 Not Re 5E, W.M. _e-< NY VAl VE BOX l ID WITH EARS
IN DIRECTION OF WATER �- 20 SQUARE 38 MIN
N.
MAIN AN[) WORD "WATER" OPERA TING NUT WIDTH
CAST INTO IT
WHITE POST
r SLt l* TAIL
62"
4-1/4" DIA
1/8 MIN THICKNESS
. ' 24
�- 2 PIECE CAST IRON VALVE
I) BOX, RICH - SEATTLE TYPE „
OR OLYMPIC FOUNDARY 1 STEEL
II LENGTH AS REQUIRED
�y 1/8" MIN THICKNESS YAL�MARKER?Qa1
2-1/4" INSIDE MEASUREMENT
2 -1/4" DEPTH
YAL\T- OPERATi_HCs__NUT
�1�N A -A EX ?EN !2N
AYE eATIDb[_NLjr_U?Ly jQN_KQIL �d
YaLY�ARKER NOTES:
EXTENSIONS ARF REOUIRrn WHEN VAL VE NUT VAL VF MARKERS SHAH OF EQUAL TO
IS MORF THAN THREE (3) FEET BELOW FINISHED CARSONITE UTILITY MARKER
GRADE. EXTENSIONS ARF TO BE A MININMtIM OF
ONE (1) FOOL LONG. ONLY ONF EXTENSION TO VAL VE MARKER POST TO BE USED FOR At L. T&VI OEMATOG NUT IIT=1110N
8E USED PER VALVE MAIN LINE VALVES OUTSIDE PAVED AREAS AE11JD OAM P08T
NOTE: All EXTENSIONS ARE TO BF MADE OF ADO>ETW
STFFI.. SIZED AS NOTED, AND PAINTED WITH ♦�� I♦ ciff or a■s�t
TWO COATS OF ME TAI PAINT.
11! t>A/II�
12/66 mob- led t• n•nT ottr pot
a/leiw aad ISM 0cv Ae
DM. NAPE: OR" SP PAGE: 8000
o• VALVE OPERATING NUT EXTENSION
AND VALVE MARKER POST
6'
12' MAX.
T24 •
T
7' MIN
6• -t /2
1A'
12, ( TYP)
MANHOLE FRAME AND COVER
SEE DRAWING BR29 NOTES:
- AD,IUSTMFNT (4" MIN) 1. STEPS TO BE 3/4" 0 DEFORMED BAR GALVANIZED SAFETY
STEPS OR EQUAL
- CONF 2. STEPS ARE TO BE IN PLACE BEFORE MANHOLE SECTIONS
ARE INSTALLED.
-- - RUBBER GASKE TED JOIN 1S 3 CASTING TO BE PER DRAWING BR29.
IN ACCORDANCE WITH A5T1►fl C -443 4 MANHOLE SECTIONS TO BE OF REINFORCED PRECAST
CONCRE TE.
5. ALL JOINTS SHALE BE GROUTED.
STEPS - 3/4" DEFORMED BAR 6. SANITARY SEWER MANHOLES SHALL HAVE All INTERIOR
" STEPS SHALL BE INCLUDED SURFACES. INCLUDING CHANNELING, COATED (SEALED)
WITH A HIGH SOLIDS URETHANE COATING;
CONCRETE RISER BY PIPE INC , WASSER MC- CONSEAIL OR APPROVED EOUAI ;
OR APPROVED EQUAL. CULOR Of COATING SHALL BE WF11 TE.
7. RUBBER GASKETED JOINTS SHALL BE IN CONFORMANCE
WITH ASTM C -443.
8 CHANNEL HEIGHT SHALL BE A MINIMUM OF 3/4 THE INSIDE
DIAMETER OF THE LARGEST PIPE.
MAX PIPE SIZE - rE' 9. CONNECTIONS TO MANHOLE SHALL BE MADE USING GPK
ADAPTOR. KOR -N -SEAL. BOOTS OR APPROVED EQUAL
ADDER-STD. ALUMINUM
OR GALVANIZED STEEL
MORTAR
F ILL.E r . /'- CONCRETE SHELF
1X PRECAST BASE SECTION
1 _ OR CAST IN SHELF.
1_ - --
•B, -
6" MIN (TYP)
•A. .B. - .C. .D. .Er
F MH 48' _ 6" MIN. 5'MIN 24" MIN 21 I.D.
MH 54' 8 MIN. 5.5' MIN. 24" MIN 24" I.D.
" MH 60• 8" MIN. 6" MIN 42" MIN -LO" I.D.
SANITARY MANHOLE TYPICAL DETAIL
��� ��' ��'
NOT TO SCALE _ ADOPM
am •
rIr1�1� Ate
6/12/07 12D TO OVVER 4e'. 54' ! OO• MANHOLES !r IV"
10 17 TEXT V AG 3 /e� NO EDIT TEXT OCV A OTC. NAME. 81111124 SP PAGE■ 9071
Aor SANITARY MANHOLE TYPICAL DETAIL
NOTES:
W (SEE NOTE 4) LIMITS OF PIPE ZONE 1 PROVIDE UNIFORM SUPPORT UNDER BARREL
E�ACKFILL MAZE RIAI
(SEE NOTE 5) PROF
�ERTY LINE
- -� 2 NAND TAMP UNDER HAUNCHES. - -
6" Z
CONCRETE CLASS C 3 COMPACT BEDDING MATERIAL TO 95% MAX DENSITY EXCEPT DIRECTLY OVER PIPE TEMPORARY 2 GALVANIZED PIPE
NAND TAMP ONI Y 6'- Q _
(SEE NOTE 8) � FUTURE AND 2e GATE VALVE
4 SEE "EXCAVATION AND PREPARATION OF TRENCH" IN THE SANITARY SEWERS SECTION 6t■ BUILDING SEWER PIPE St SEWER
FOUNDATION t EVFt OF THE STANDARD SPECIFICTATIONS FOR TRENCH WIDTH "W" AND TRENCHING OPTIONS. FINISHED GRADE ELEVATION
--
THE PIPE 200E Nall BE THE ACTUAL TRENCH MAOTH, EXCEPT FOR CLASS A -- - -- - - - - -- -
-1 8
BEDDING THE MINIMUM CONCRETE WIDTH SHALL BE 1-112 I D. 4 18**. - -, /\ \\ \\ `
(CLASS A DESIGN) S TRENCH BACKFILE SHAH CONFORM 10 BACKFILLING SEWER TRENC►�fS" IN THE 2 x 4•' STUD SERVICE MARKER PAINT UPPER f�% /�� \ �• � / -
TEE WITH 6" SIDE OUTLET `' PORTION WHITE ANS STENCIL ON SIDE INSTALL 2 PLUG ON TOP BLIND FLANGE
SANITARY SEWERS SECTION OF THE STANDARD SPECIFICATIONS, EXCEPT THAT ROCKS AFTER REMOVAL OF POLYPIC
OR LUMPS LARGER THAN 1' PER FOOT OF PIPE DIAMETER SHAH NOT Of USED w r►,E a WORDING "SEWER" WITH 3" HIGH BLACK LETTERS. J FT MIN. COVER 10 -INCH DIAMETER AND UNDER
BACKFILE MATERIAL
4, AND K6 WIRE WRAPPED AROUND THL STUD AND ( )
W (SEE NOTE 4) - LIMITS OF PIPE ZONE 6 SEE "BEDDING MATERIAL FOR RIGID PIPE" IN THE AGGREGATES SECTION OF THE SIDE SEWER 'NQ J�OILDINC - SEW AR 91 EXTENDED TO THE TOP OF THE STUD. 4 FT MIN. COVER (12 -INCH DIAMETER OVER) )
ER)
STANDARD SPECIFICATIONS FOR THE MATERIAL SPECIFICATIONS Q
BACKFILL MATE-RIAI -� UNt FSS OTHERWISE APPROVED BY THE CITY, MAKE TAP THROUGH CAST
7. SEE " BEDpNG MATERIAL FOR FIEXIeIE PIPE" IN THE AGGREGATES SECTION OF' e
(SEE 001E 5) - -- 6' STANDARD SPECIFICATION FOR THE MATERIAL SPECIFICATIONS. IRON SADDLE SECURED TO SEWER MAIN WITH STAINLESS STEEL BANDS
WHEN CONNECTING NEW SIDE SEWERS TO EXISTING MAIN. a
BEDDING MATERIAL 8 PIPE MUST ESE ANCHORED MV SUCH A MANER AS TO ENSURE FLOW LINE IS � •
FOR RIGID PIPE MAIN [AWED VITRIFIED CLAY, PLAIN AND REINFORCED CONCRETE, D1 PIPE AND Ct NEW WATER MAIN POLYPIG /t
60" ALLOWABLE MAX PIPE SEWER MAINS ARE TO BE CORE DRILLED A r
(SEE NOTE 6) -
FOR CAST IRON PIPE
FOUNDATION LEVFI B
-1
(CLASS B. C. D. DESIGN)
BEDDING FUR kiGlU FJIPL
r- ____ .1 .1
W (SEE NOTE 4) -- LIMITS OF PIPE ZONE
BF DOING CLASS DESIGN
DIMENSION
CLASS A
CLASS O
CLASS C
CLASS D
CLASS F
A
4" MIN
1/4 1D.
12" MAX
•
•
ZERO
•
8
1/4 0 D.
1 /? O.D.
1/8 00.
ZERO
U.D.
C
,t /4 O D
1/7 O D.
1/8 O U.
00
-
m
_0
0
>
ADDER-STD. ALUMINUM
OR GALVANIZED STEEL
MORTAR
F ILL.E r . /'- CONCRETE SHELF
1X PRECAST BASE SECTION
1 _ OR CAST IN SHELF.
1_ - --
•B, -
6" MIN (TYP)
•A. .B. - .C. .D. .Er
F MH 48' _ 6" MIN. 5'MIN 24" MIN 21 I.D.
MH 54' 8 MIN. 5.5' MIN. 24" MIN 24" I.D.
" MH 60• 8" MIN. 6" MIN 42" MIN -LO" I.D.
SANITARY MANHOLE TYPICAL DETAIL
��� ��' ��'
NOT TO SCALE _ ADOPM
am •
rIr1�1� Ate
6/12/07 12D TO OVVER 4e'. 54' ! OO• MANHOLES !r IV"
10 17 TEXT V AG 3 /e� NO EDIT TEXT OCV A OTC. NAME. 81111124 SP PAGE■ 9071
Aor SANITARY MANHOLE TYPICAL DETAIL
NOTES:
W (SEE NOTE 4) LIMITS OF PIPE ZONE 1 PROVIDE UNIFORM SUPPORT UNDER BARREL
E�ACKFILL MAZE RIAI
(SEE NOTE 5) PROF
�ERTY LINE
- -� 2 NAND TAMP UNDER HAUNCHES. - -
6" Z
CONCRETE CLASS C 3 COMPACT BEDDING MATERIAL TO 95% MAX DENSITY EXCEPT DIRECTLY OVER PIPE TEMPORARY 2 GALVANIZED PIPE
NAND TAMP ONI Y 6'- Q _
(SEE NOTE 8) � FUTURE AND 2e GATE VALVE
4 SEE "EXCAVATION AND PREPARATION OF TRENCH" IN THE SANITARY SEWERS SECTION 6t■ BUILDING SEWER PIPE St SEWER
FOUNDATION t EVFt OF THE STANDARD SPECIFICTATIONS FOR TRENCH WIDTH "W" AND TRENCHING OPTIONS. FINISHED GRADE ELEVATION
--
THE PIPE 200E Nall BE THE ACTUAL TRENCH MAOTH, EXCEPT FOR CLASS A -- - -- - - - - -- -
-1 8
BEDDING THE MINIMUM CONCRETE WIDTH SHALL BE 1-112 I D. 4 18**. - -, /\ \\ \\ `
(CLASS A DESIGN) S TRENCH BACKFILE SHAH CONFORM 10 BACKFILLING SEWER TRENC►�fS" IN THE 2 x 4•' STUD SERVICE MARKER PAINT UPPER f�% /�� \ �• � / -
TEE WITH 6" SIDE OUTLET `' PORTION WHITE ANS STENCIL ON SIDE INSTALL 2 PLUG ON TOP BLIND FLANGE
SANITARY SEWERS SECTION OF THE STANDARD SPECIFICATIONS, EXCEPT THAT ROCKS AFTER REMOVAL OF POLYPIC
OR LUMPS LARGER THAN 1' PER FOOT OF PIPE DIAMETER SHAH NOT Of USED w r►,E a WORDING "SEWER" WITH 3" HIGH BLACK LETTERS. J FT MIN. COVER 10 -INCH DIAMETER AND UNDER
BACKFILE MATERIAL
4, AND K6 WIRE WRAPPED AROUND THL STUD AND ( )
W (SEE NOTE 4) - LIMITS OF PIPE ZONE 6 SEE "BEDDING MATERIAL FOR RIGID PIPE" IN THE AGGREGATES SECTION OF THE SIDE SEWER 'NQ J�OILDINC - SEW AR 91 EXTENDED TO THE TOP OF THE STUD. 4 FT MIN. COVER (12 -INCH DIAMETER OVER) )
ER)
STANDARD SPECIFICATIONS FOR THE MATERIAL SPECIFICATIONS Q
BACKFILL MATE-RIAI -� UNt FSS OTHERWISE APPROVED BY THE CITY, MAKE TAP THROUGH CAST
7. SEE " BEDpNG MATERIAL FOR FIEXIeIE PIPE" IN THE AGGREGATES SECTION OF' e
(SEE 001E 5) - -- 6' STANDARD SPECIFICATION FOR THE MATERIAL SPECIFICATIONS. IRON SADDLE SECURED TO SEWER MAIN WITH STAINLESS STEEL BANDS
WHEN CONNECTING NEW SIDE SEWERS TO EXISTING MAIN. a
BEDDING MATERIAL 8 PIPE MUST ESE ANCHORED MV SUCH A MANER AS TO ENSURE FLOW LINE IS � •
FOR RIGID PIPE MAIN [AWED VITRIFIED CLAY, PLAIN AND REINFORCED CONCRETE, D1 PIPE AND Ct NEW WATER MAIN POLYPIG /t
60" ALLOWABLE MAX PIPE SEWER MAINS ARE TO BE CORE DRILLED A r
(SEE NOTE 6) -
FOR CAST IRON PIPE
FOUNDATION LEVFI B
-1
(CLASS B. C. D. DESIGN)
BEDDING FUR kiGlU FJIPL
r- ____ .1 .1
W (SEE NOTE 4) -- LIMITS OF PIPE ZONE
BF DOING CLASS DESIGN
DIMENSION
CLASS A
CLASS O
CLASS C
CLASS D
CLASS F
A
4" MIN
1/4 1D.
12" MAX
•
SANITARY MANHOLE TYPICAL DETAIL
��� ��' ��'
NOT TO SCALE _ ADOPM
am •
rIr1�1� Ate
6/12/07 12D TO OVVER 4e'. 54' ! OO• MANHOLES !r IV"
10 17 TEXT V AG 3 /e� NO EDIT TEXT OCV A OTC. NAME. 81111124 SP PAGE■ 9071
Aor SANITARY MANHOLE TYPICAL DETAIL
NOTES:
W (SEE NOTE 4) LIMITS OF PIPE ZONE 1 PROVIDE UNIFORM SUPPORT UNDER BARREL
E�ACKFILL MAZE RIAI
(SEE NOTE 5) PROF
�ERTY LINE
- -� 2 NAND TAMP UNDER HAUNCHES. - -
6" Z
CONCRETE CLASS C 3 COMPACT BEDDING MATERIAL TO 95% MAX DENSITY EXCEPT DIRECTLY OVER PIPE TEMPORARY 2 GALVANIZED PIPE
NAND TAMP ONI Y 6'- Q _
(SEE NOTE 8) � FUTURE AND 2e GATE VALVE
4 SEE "EXCAVATION AND PREPARATION OF TRENCH" IN THE SANITARY SEWERS SECTION 6t■ BUILDING SEWER PIPE St SEWER
FOUNDATION t EVFt OF THE STANDARD SPECIFICTATIONS FOR TRENCH WIDTH "W" AND TRENCHING OPTIONS. FINISHED GRADE ELEVATION
--
THE PIPE 200E Nall BE THE ACTUAL TRENCH MAOTH, EXCEPT FOR CLASS A -- - -- - - - - -- -
-1 8
BEDDING THE MINIMUM CONCRETE WIDTH SHALL BE 1-112 I D. 4 18**. - -, /\ \\ \\ `
(CLASS A DESIGN) S TRENCH BACKFILE SHAH CONFORM 10 BACKFILLING SEWER TRENC►�fS" IN THE 2 x 4•' STUD SERVICE MARKER PAINT UPPER f�% /�� \ �• � / -
TEE WITH 6" SIDE OUTLET `' PORTION WHITE ANS STENCIL ON SIDE INSTALL 2 PLUG ON TOP BLIND FLANGE
SANITARY SEWERS SECTION OF THE STANDARD SPECIFICATIONS, EXCEPT THAT ROCKS AFTER REMOVAL OF POLYPIC
OR LUMPS LARGER THAN 1' PER FOOT OF PIPE DIAMETER SHAH NOT Of USED w r►,E a WORDING "SEWER" WITH 3" HIGH BLACK LETTERS. J FT MIN. COVER 10 -INCH DIAMETER AND UNDER
BACKFILE MATERIAL
4, AND K6 WIRE WRAPPED AROUND THL STUD AND ( )
W (SEE NOTE 4) - LIMITS OF PIPE ZONE 6 SEE "BEDDING MATERIAL FOR RIGID PIPE" IN THE AGGREGATES SECTION OF THE SIDE SEWER 'NQ J�OILDINC - SEW AR 91 EXTENDED TO THE TOP OF THE STUD. 4 FT MIN. COVER (12 -INCH DIAMETER OVER) )
ER)
STANDARD SPECIFICATIONS FOR THE MATERIAL SPECIFICATIONS Q
BACKFILL MATE-RIAI -� UNt FSS OTHERWISE APPROVED BY THE CITY, MAKE TAP THROUGH CAST
7. SEE " BEDpNG MATERIAL FOR FIEXIeIE PIPE" IN THE AGGREGATES SECTION OF' e
(SEE 001E 5) - -- 6' STANDARD SPECIFICATION FOR THE MATERIAL SPECIFICATIONS. IRON SADDLE SECURED TO SEWER MAIN WITH STAINLESS STEEL BANDS
WHEN CONNECTING NEW SIDE SEWERS TO EXISTING MAIN. a
BEDDING MATERIAL 8 PIPE MUST ESE ANCHORED MV SUCH A MANER AS TO ENSURE FLOW LINE IS � •
FOR RIGID PIPE MAIN [AWED VITRIFIED CLAY, PLAIN AND REINFORCED CONCRETE, D1 PIPE AND Ct NEW WATER MAIN POLYPIG /t
60" ALLOWABLE MAX PIPE SEWER MAINS ARE TO BE CORE DRILLED A r
(SEE NOTE 6) -
FOR CAST IRON PIPE
FOUNDATION LEVFI B
-1
(CLASS B. C. D. DESIGN)
BEDDING FUR kiGlU FJIPL
r- ____ .1 .1
W (SEE NOTE 4) -- LIMITS OF PIPE ZONE
�� ,t • A
OR DUCTILE IRON PIPE. - -
SNOo`t, •
1:3:5 MIX
CONCRETE
BLOCKING VERTICAL CROSS FOR POLYPIGGING STATION:
LL�N 2X MIN SLOPE SIZE OF VERTICAL CROSS SHAH BE THE SAME AS SIZE OF MAIN LINE
` -- VERTICAL CROSS (MJ X FL)
HORIZONTAL ONE BLIND FLANGE ON TOP OF CROSS WITH 2• TAP & 2• TEMPORARY BLOW -OFF ASSEMBLY
6" SIDE OUTLET TEE / (REMOVE BLOW -OFF ASSEMBLY AND INSTALL 2" PLUG AFTER REMuvAt OF CLEANING "POLY -PIG)
`-SEWER MAIN L
6" MIN. SEWER MAIN ONE BLIND FLANGE ON BOTTOM OF CROSS
ONE PLUG (MA ON END OF CROSS
EjFDDING MATERIAL CQ RETE BLQ INQ�ANQU CONCRETE BLOCKING
FOR FLEXIBI E PIPE I A 4" MIN 27" I.O. AND UNDER ALL DEHRIS AND POLYPIGS SHALL BE REMOVED FROM SUMP OF VERTICAL CROSS BEFORE
(SEE NOTE 7) B s" MIN OVER 27" LD.
OF TEE AT MAIN DYER_ TYPICAL_ SIDE SEWER ELE_VATI N
DISINFECTION Of NEW WATER MAIN
STANDARD MDR BMW DWAILTE011I IEATDt ILAIN POLYPIGG01fi STATION
PIP! 1 DDDIIG FOR SANITAiiY S�iR ELEYATL4IY (EI n mm TO PROPERTY IA!) P
R!'ICAL CE100� Oit POPOLYPIGGING F OUNDATION LEVEI ADOPTED NOTE Y!
:
♦I/ �♦ mfr UNLESS OTHERWISE SHOWN ON PLAN, SIDE SEWER SHALL HAVE A MINIMUM 2.5' COVER AT PROPERTY cuy or ADORZD
U !h
LINE OR 3 -5' LOWER THAN THE LOWEST HOUSE ELEVATION, WHICHEVER 15 LOWER. ♦' �♦ ♦ � I♦
�lY>• am /!✓1�1� Alan tlin�� Rtt11•
(CLASS F DESIGN) t� a� 4/07 I�t v!! tA/rs >w�
• 7 h + OT
BEDDING, ION FLEXIBI L PIPE 2 21 21 Retneed note) 4.5. )!
RMSM B Added note a KJ 04/04 10h7 felted note OCV AG
tIYMG. NAME: BMI18C SP PAGE: 8077 DWG. NAME: BR39 SP PAGE: 8076 dMG_ wAUE� aaYS sp PArx• a t > a
I F1AAT1r I
LEVEL PADS (15)
3 /4 -X 2 1/4-X 11/01-
BF DOING CLASS DESIGN
DIMENSION
CLASS A
CLASS O
CLASS C
CLASS D
CLASS F
A
4" MIN
1/4 1D.
12" MAX
•
•
ZERO
•
8
1/4 0 D.
1 /? O.D.
1/8 00.
ZERO
U.D.
C
,t /4 O D
1/7 O D.
1/8 O U.
00
-
�� ,t • A
OR DUCTILE IRON PIPE. - -
SNOo`t, •
1:3:5 MIX
CONCRETE
BLOCKING VERTICAL CROSS FOR POLYPIGGING STATION:
LL�N 2X MIN SLOPE SIZE OF VERTICAL CROSS SHAH BE THE SAME AS SIZE OF MAIN LINE
` -- VERTICAL CROSS (MJ X FL)
HORIZONTAL ONE BLIND FLANGE ON TOP OF CROSS WITH 2• TAP & 2• TEMPORARY BLOW -OFF ASSEMBLY
6" SIDE OUTLET TEE / (REMOVE BLOW -OFF ASSEMBLY AND INSTALL 2" PLUG AFTER REMuvAt OF CLEANING "POLY -PIG)
`-SEWER MAIN L
6" MIN. SEWER MAIN ONE BLIND FLANGE ON BOTTOM OF CROSS
ONE PLUG (MA ON END OF CROSS
EjFDDING MATERIAL CQ RETE BLQ INQ�ANQU CONCRETE BLOCKING
FOR FLEXIBI E PIPE I A 4" MIN 27" I.O. AND UNDER ALL DEHRIS AND POLYPIGS SHALL BE REMOVED FROM SUMP OF VERTICAL CROSS BEFORE
(SEE NOTE 7) B s" MIN OVER 27" LD.
OF TEE AT MAIN DYER_ TYPICAL_ SIDE SEWER ELE_VATI N
DISINFECTION Of NEW WATER MAIN
STANDARD MDR BMW DWAILTE011I IEATDt ILAIN POLYPIGG01fi STATION
PIP! 1 DDDIIG FOR SANITAiiY S�iR ELEYATL4IY (EI n mm TO PROPERTY IA!) P
R!'ICAL CE100� Oit POPOLYPIGGING F OUNDATION LEVEI ADOPTED NOTE Y!
:
♦I/ �♦ mfr UNLESS OTHERWISE SHOWN ON PLAN, SIDE SEWER SHALL HAVE A MINIMUM 2.5' COVER AT PROPERTY cuy or ADORZD
U !h
LINE OR 3 -5' LOWER THAN THE LOWEST HOUSE ELEVATION, WHICHEVER 15 LOWER. ♦' �♦ ♦ � I♦
�lY>• am /!✓1�1� Alan tlin�� Rtt11•
(CLASS F DESIGN) t� a� 4/07 I�t v!! tA/rs >w�
• 7 h + OT
BEDDING, ION FLEXIBI L PIPE 2 21 21 Retneed note) 4.5. )!
RMSM B Added note a KJ 04/04 10h7 felted note OCV AG
tIYMG. NAME: BMI18C SP PAGE: 8077 DWG. NAME: BR39 SP PAGE: 8076 dMG_ wAUE� aaYS sp PArx• a t > a
I F1AAT1r I
LEVEL PADS (15)
3 /4 -X 2 1/4-X 11/01-
u
EjFDDING MATERIAL CQ RETE BLQ INQ�ANQU CONCRETE BLOCKING
FOR FLEXIBI E PIPE I A 4" MIN 27" I.O. AND UNDER ALL DEHRIS AND POLYPIGS SHALL BE REMOVED FROM SUMP OF VERTICAL CROSS BEFORE
(SEE NOTE 7) B s" MIN OVER 27" LD.
OF TEE AT MAIN DYER_ TYPICAL_ SIDE SEWER ELE_VATI N
DISINFECTION Of NEW WATER MAIN
STANDARD MDR BMW DWAILTE011I IEATDt ILAIN POLYPIGG01fi STATION
PIP! 1 DDDIIG FOR SANITAiiY S�iR ELEYATL4IY (EI n mm TO PROPERTY IA!) P
R!'ICAL CE100� Oit POPOLYPIGGING F OUNDATION LEVEI ADOPTED NOTE Y!
:
♦I/ �♦ mfr UNLESS OTHERWISE SHOWN ON PLAN, SIDE SEWER SHALL HAVE A MINIMUM 2.5' COVER AT PROPERTY cuy or ADORZD
U !h
LINE OR 3 -5' LOWER THAN THE LOWEST HOUSE ELEVATION, WHICHEVER 15 LOWER. ♦' �♦ ♦ � I♦
�lY>• am /!✓1�1� Alan tlin�� Rtt11•
(CLASS F DESIGN) t� a� 4/07 I�t v!! tA/rs >w�
• 7 h + OT
BEDDING, ION FLEXIBI L PIPE 2 21 21 Retneed note) 4.5. )!
RMSM B Added note a KJ 04/04 10h7 felted note OCV AG
tIYMG. NAME: BMI18C SP PAGE: 8077 DWG. NAME: BR39 SP PAGE: 8076 dMG_ wAUE� aaYS sp PArx• a t > a
I F1AAT1r I
LEVEL PADS (15)
3 /4 -X 2 1/4-X 11/01-
rirt rstuulN(a FUR SANITARY SEWER
.CE ENT CON CURB ,
E TE
GU TIER
BASIN
L- E;XMVIXD CURB
Ly
GUTTER
CATCH BASIN WALL
LATR"D CURB
AWAX WATSR U IM
CAT(Z LEI FRAI0 t MATT WrAU
(ter 2 or B)
ADOPM
♦ � ♦ war wr
II/r srl t >t/�
DWG. NAME: 814 -18A SP PAGE: 8020.2
C4
80:0.: CATCH BASIN FRAME ai GRATE DETAIL
T__
cft
cs.o
9
k. \r''ru�rc:ts, i s i � i 5A Architects) \001 -04 (Porkside o1 95 Burnett) \Dog \sheets \PB - utdt0l.dwg - Scold: 40
rM
STANDARD SIDE SEWER INSTALLATION
(SEWER MAIN TO PROPERTY LINE)
4a� a Sp
As
'1 ?o
5 S�
6" OR 12"
ONE #3 BAR HOOP
FOR 6" TWO #3 BAR
HOOPS FOR 12"
RECTANGULAR ADJUSTMENT SECTION
#3 BAR EACH
CORNER 18"
MIN.
#3 BAR HOOP
CO)
S- 32702
ROLL200
WATER MAIN POLYPIGGING STATION
VERTICAL CROSS FOR POLYPIGGING
PIPE ALLOWANCES
MAXIMUM
PIPE MATERIAL INSIDE
DIAMETER
REINFORCED OR 21.
PLAIN CONCRETE
ALL METAL PIPE 15"
CPSSP 4(STD. SPEC. 12"
9 -05.20
SOLID WALL PVC (STD. 15"
SPEC. 9-05.12(l))
PROFILE WALL PVC (STD.
150
SPEC. 9- 05.12(2))
*CORRUGATED POLYETHYLENE
STORM SEWER PIPE
CATCH BASIN TYPE 1
FR084
NOTES:
1. AS AN ACCEPTABLE ALTERNATE TO REBAR, WIRE
MESH HAVING A MINIMUM AREA OF 0.12 SQUARE
INCHES PER FOOT MAY BE USED. WIRE MESH SHALL
NOT BE PLACED IN KNOCKOUTS.
2. THE KNOCKOUT DIAMETER SHALL NOT BE GREATER
THAN 20 ". KNOCKOUTS SHALL HAVE A WALL
THICKNESS OF 2" MINIMUM TO 2.5" MAXIMUM.
PROVIDE A 1.5" MINIMUM GAP BETWEEN THE
KNOCKOUT WALL AND THE OUTSIDE OF THE PIPE.
AFTER THE PIPE IS INSTALLED, FILL THE GAP WITH
JOINT MORTAR IN ACCORDANCE WITH STANDARD
SPECIFICATION 9 -04.3.
3. THE MAXIMUM DEPTH FROM THE FINISHED GRADE TO
THE PIPE INVERT SHALL BE 5'.
4. FRAME AND GRATE MAY BE INSTALLED WITH FLANGE
DOWN OR CAST INTO ADJUSTMENT SECTION.
5. THE PRECAST BASE SECTION MAY HAVE A ROUNDED
FLOOR AND THE WALLS MAY BE SLOPED AT A RATE
OF 1:24 OR STEEPER.
6. OPENING SHALL BE MEASURED AT THE TOP OF THE
PRECAST BASE SECTION.
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C4
80:0.: CATCH BASIN FRAME ai GRATE DETAIL
T__
cft
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9
k. \r''ru�rc:ts, i s i � i 5A Architects) \001 -04 (Porkside o1 95 Burnett) \Dog \sheets \PB - utdt0l.dwg - Scold: 40
rM
STANDARD SIDE SEWER INSTALLATION
(SEWER MAIN TO PROPERTY LINE)
4a� a Sp
As
'1 ?o
5 S�
6" OR 12"
ONE #3 BAR HOOP
FOR 6" TWO #3 BAR
HOOPS FOR 12"
RECTANGULAR ADJUSTMENT SECTION
#3 BAR EACH
CORNER 18"
MIN.
#3 BAR HOOP
CO)
S- 32702
ROLL200
WATER MAIN POLYPIGGING STATION
VERTICAL CROSS FOR POLYPIGGING
PIPE ALLOWANCES
MAXIMUM
PIPE MATERIAL INSIDE
DIAMETER
REINFORCED OR 21.
PLAIN CONCRETE
ALL METAL PIPE 15"
CPSSP 4(STD. SPEC. 12"
9 -05.20
SOLID WALL PVC (STD. 15"
SPEC. 9-05.12(l))
PROFILE WALL PVC (STD.
150
SPEC. 9- 05.12(2))
*CORRUGATED POLYETHYLENE
STORM SEWER PIPE
CATCH BASIN TYPE 1
FR084
NOTES:
1. AS AN ACCEPTABLE ALTERNATE TO REBAR, WIRE
MESH HAVING A MINIMUM AREA OF 0.12 SQUARE
INCHES PER FOOT MAY BE USED. WIRE MESH SHALL
NOT BE PLACED IN KNOCKOUTS.
2. THE KNOCKOUT DIAMETER SHALL NOT BE GREATER
THAN 20 ". KNOCKOUTS SHALL HAVE A WALL
THICKNESS OF 2" MINIMUM TO 2.5" MAXIMUM.
PROVIDE A 1.5" MINIMUM GAP BETWEEN THE
KNOCKOUT WALL AND THE OUTSIDE OF THE PIPE.
AFTER THE PIPE IS INSTALLED, FILL THE GAP WITH
JOINT MORTAR IN ACCORDANCE WITH STANDARD
SPECIFICATION 9 -04.3.
3. THE MAXIMUM DEPTH FROM THE FINISHED GRADE TO
THE PIPE INVERT SHALL BE 5'.
4. FRAME AND GRATE MAY BE INSTALLED WITH FLANGE
DOWN OR CAST INTO ADJUSTMENT SECTION.
5. THE PRECAST BASE SECTION MAY HAVE A ROUNDED
FLOOR AND THE WALLS MAY BE SLOPED AT A RATE
OF 1:24 OR STEEPER.
6. OPENING SHALL BE MEASURED AT THE TOP OF THE
PRECAST BASE SECTION.
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STORM SEWER PIPE
CATCH BASIN TYPE 1
FR084
NOTES:
1. AS AN ACCEPTABLE ALTERNATE TO REBAR, WIRE
MESH HAVING A MINIMUM AREA OF 0.12 SQUARE
INCHES PER FOOT MAY BE USED. WIRE MESH SHALL
NOT BE PLACED IN KNOCKOUTS.
2. THE KNOCKOUT DIAMETER SHALL NOT BE GREATER
THAN 20 ". KNOCKOUTS SHALL HAVE A WALL
THICKNESS OF 2" MINIMUM TO 2.5" MAXIMUM.
PROVIDE A 1.5" MINIMUM GAP BETWEEN THE
KNOCKOUT WALL AND THE OUTSIDE OF THE PIPE.
AFTER THE PIPE IS INSTALLED, FILL THE GAP WITH
JOINT MORTAR IN ACCORDANCE WITH STANDARD
SPECIFICATION 9 -04.3.
3. THE MAXIMUM DEPTH FROM THE FINISHED GRADE TO
THE PIPE INVERT SHALL BE 5'.
4. FRAME AND GRATE MAY BE INSTALLED WITH FLANGE
DOWN OR CAST INTO ADJUSTMENT SECTION.
5. THE PRECAST BASE SECTION MAY HAVE A ROUNDED
FLOOR AND THE WALLS MAY BE SLOPED AT A RATE
OF 1:24 OR STEEPER.
6. OPENING SHALL BE MEASURED AT THE TOP OF THE
PRECAST BASE SECTION.
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OWM NAME 9844 SP PAGE: 9106
4' COMPOUND METER SERVICE
24 "x 6" FRAME AND UP
PER DRAWING BR29.
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24" .
r �
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12" ~
4" s 54"
1
4, a • •
• � 4
a •
• 6"-
4" MIN. TO
12" MAX.
1. STEPS TO BE 3/4" 0 DEFORMED BAR GALVANIZED SAFETY
STEPS OR EQUAL
2. STEPS ARE TO BE IN PLACE BEFORE MANHOLE SECTIONS
ARE INSTALLED.
3. CASTING TO BE PER DRAWING BR29.
4. MANHOLE SECTIONS TO BE OF REINFORCED PRECAST
CONCRETE.
5. OPENING SHOULD BE ON DOWNSTREAM SIDE.
8. ALL JOINTS SHALL BE GROUTED.
7. SANITARY SEWER MANHOLES SHALL HAVE ALL INTERIOR
SURFACES. INCLUDING CHANNELING, COATED (SEALED)
WITH A HIGH SOLIDS URETHANE COATING;
WASSER MC- CONSEAL OR APPROVED EQUAL;
COLOR OF COATING SHALL BE WHITE.
d. RUBBER GASKETED JOINTS SHALL BE IN CONFORMANCE
WITH ASTM C -443.
9. CHANNEL HEIGHT SHALL BE A MINIMUM OF 3/4 THE INSIDE
DIAMETER OF THE LARGEST PIPE.
10. CONNECTIONS TO MANHOLE SHALL BE MADE USING GPK
ADAPTOR, KOR -N -SEAL BOOTS OR APPROVED EQUAL.
BANITARY MIALLOW MANHOLE T"Z B
ADOPTED
!Wf w �
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DWG. NAME: OR37 SP PAGE: 8072
aI � I C °�° TYPE B ALLOW MANHOLE
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BASE REINFORCING STEEL
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ILL
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FILLET
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a
54"
4.5"
an
42"
8"
0.19
6
60'
5"
Ln
INTEGRAL
BASE
BASE CAST
PRECAST
WITH
IN PLACE
RECOMMENDED APPROVAL
0
- �
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BACKFILL
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8'
FOR PIPE
FOR
I
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SEPARATE
BEDDING
BASE
By: Date:
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K. \Prujec;i!% \ i S i (i �:A Architects) \001 -04 (Parkside at 95 Burnett) \Dwg \sheets \PB - utdt02.dwq - Scale: 40
411111 •
SEC. 17., T. 23 Not R. SE, W.M.
CAP, AND WHERE
CLEANOUT IS IN PAVEMENT;
IRON RING do COVER PER
IFCO #247 OR EQUIVALENT
z L45• WYE
TEE, CROSS, OR 45' WYE
AT BENDS
PERMANENT CAP
OR CONNECT PIPE
n
CLEANOUT_
cs.o
CATCH BASIN FRAME
AND VANED GRATE OR
MANHOLE RING AND
COVER
HANDHOLD
» RECTANGULAR
4 MIN. ADJUSTMENT SECTION
1 6w MAX. OR CIRCULAR
s ,t
00 FLAT SLAB TOP ADJUSTMENT SECTION
�• - 48" 54" 600x_
72 OR 96 MORTAR (TYP.)
law• '.•. '
• ':-.
STEPS OR
LADDER
s- 32X703
IFt 1C) L L 2 �O .0
FOUNDATION DRAINAGE DETAIL
1. NO STEPS ARE REQUIRED WHEN HEIGHT IS 4' OR LESS.
2. THE BOTTOM OF THE PRECAST CATCH BASIN MAY BE SLOPED TO
FACILITATE CLEANING.
3. FRAME AND GRATE MAY BE INSTALLED WITH FLANGE DOWN OR
CAST INTO ADJUSTMENT SECTION.
4. KNOCKOUTS SHALL HAVE A WALL THICKNESS OF 2" MINIMUM TO
2.5" MAXIMUM. PROVIDE A 1.5" MINIMUM GAP BETWEEN THE
KNOCKOUT WALL AND THE OUTSIDE OF THE PIPE. AFTER THE PIPE IS
INSTALLED, FILL THE GAP WITH JOINT MORTAR IN ACCORDANCE WITH
STD. SPEC. 9 -04.3.
CATCH 0651bi DIMENSIONS PPE ALLOWANCE S
CATCH
BASIN
DIAMETER
.-.► C====
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BASE
THICKNESS
MAXIMUM
KNOCKOUT
MINIMUM
DISTANCE
BETWEEN
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BASE REINFORCING STEEL
irs2 /ft IN EACH DIRECTION
. ,
MOAN
4.8"
Z
MORTAR ��" N �
,
iv '�
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FILLET
0.15
0.23
54"
4.5"
an
42"
8"
0.19
6
60'
5"
SEPARATE
INTEGRAL
BASE
BASE CAST
PRECAST
WITH
IN PLACE
RISER "0" RING
GRAVEL
- �
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BACKFILL
' '
8'
FOR PIPE
64"
:16"
ZONE
SEPARATE
BEDDING
BASE
PRECAST
s- 32X703
IFt 1C) L L 2 �O .0
FOUNDATION DRAINAGE DETAIL
1. NO STEPS ARE REQUIRED WHEN HEIGHT IS 4' OR LESS.
2. THE BOTTOM OF THE PRECAST CATCH BASIN MAY BE SLOPED TO
FACILITATE CLEANING.
3. FRAME AND GRATE MAY BE INSTALLED WITH FLANGE DOWN OR
CAST INTO ADJUSTMENT SECTION.
4. KNOCKOUTS SHALL HAVE A WALL THICKNESS OF 2" MINIMUM TO
2.5" MAXIMUM. PROVIDE A 1.5" MINIMUM GAP BETWEEN THE
KNOCKOUT WALL AND THE OUTSIDE OF THE PIPE. AFTER THE PIPE IS
INSTALLED, FILL THE GAP WITH JOINT MORTAR IN ACCORDANCE WITH
STD. SPEC. 9 -04.3.
CATCH 0651bi DIMENSIONS PPE ALLOWANCE S
CATCH
BASIN
DIAMETER
WALL
THICKNESS
BASE
THICKNESS
MAXIMUM
KNOCKOUT
MINIMUM
DISTANCE
BETWEEN
KNOCKOUTS
BASE REINFORCING STEEL
irs2 /ft IN EACH DIRECTION
INTEGRAL
SEPARATE
4.8"
4"
on
36"
an
0.15
0.23
54"
4.5"
an
42"
8"
0.19
0.19
60'
5"
8'
48"
8"
0.25
0.25
72"
6"
Be
we
12'
0.24
0.35
96"
8'
12'
64"
12'
0.29
0.39
CATCH BASIN -TYPE 2
FR 0'8 5
CATCH
WIN
DIAMETER
PIPE MATERIAL WITH MAXIMUM INSIDE DIAMETER
CONCRETE
ALL
M
CPSSP
(1)
WALL
PVC m
PROFILE
PVC (3)
48"
24"
30"
24"
27'
30'
54'
30"
36"
WE
27"
36"
60"
36"
42"
36"
36"
42"
72"
42"
54'
42"
36'
48'
r
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Grading, Drainage
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Utility Details
SHEET NO.
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200327
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9 AFIRE SSEMBLY HYDRANT GATE VALVE CB t -TYPE 2 48" SEC. 17.E T. 23 N., R. 5E, W.M.
¢ L I N 1A865:6t 10860.61 10861.15 iM= -'3636 36.27 EXISTING
y (� E }50464)& 15045.20 1503 1.98 IE =36:69- 8" W)30.74 8' WATER LINE
µ # EXISTING 24 °x6° TAPPING TEE (MJxFL) IE= 39:59- 8" E)30.69
€ g FIRE HYDRANT 16• GATE VALVE IE=3032- -0= NW)30.79 SEE SHEET C5.4 FOR FIRE HYDRANT
IX' WATER FIRE HYDRANT
6,. �DE7AILS O.F THIS AREA z4° wArER JNE
CONECT TO _
��,.e e�------- -- - - -- - -- _ r'i CONNECT TO
EXISi1NG CATCH �►� �
(_t BASIN �- _. i. .CB:: 2 -.TYPE 48 4 - , -EXISTING
- - - - - ` 3 I RIM, 36-68 A CATCH 1 V E S
IE= 30:43,x0.64 SSMH 2 x BS B'4rRNETT AVENUE SOUTH
1
17-9 - 1073, .29 N 98748c3_ #- C5. _- ... �.. -
E-31.-76-- �8 ". E )3? 92 IE�31:4J- 31 72
W I 415-LF 8" SO 1500 .40 E
8102 FIRE HYDRANT R S=- 1 --wx.-
Z C5.4 ASSEMBLY 028% - 't _. ',. I SSMH 1 „ 17.3 -- -- - - -
N 062 87 LF 8 CPEP
-- �TYP� - -I -- - - I: - _.. - - - -® 1o6zs�71 _
Z -i 11 LF SS x-
6%
Ill t.5 fi IXE1� METRO
J ,SS_..._ SS 19.0 "` :'" 15007.10 '" S OE 3 ASSEMBLY �NTHYDRANT GATE VALVE
111 LF 6" SS LF 8" SS k" z 1 +f5- LF 6" SS
I
_ j ` S - , - - ,� i N 1-0498 -.49- 10542.01 10541.12
` '=" 113.6 - E 449903 14992.15 15019.65
4 PERF - 0 S= 1:60%UNABLE - -T OBTAI 1 , -- ,_. -__- _- - _ 24 "x6' TAPPING TEE (MJxFL),
�
- CONNECT TO-/
J EXISTING SANITARY - _.
SEWER MANHOLE �Lo
Z e - - - - - IE- 2,-- ,- .x27.73 �� 111.5 8° SS S =1.es I ' I I de iE ro RY f r C
cc 0.81% I 1 I' I i J - 1 2 _TYPE B S!
CD CO s 1M -37.2 1 J X
UNABLE TO OBTAIN lE =30:94 LF 6° SS -STORM DRAIN
RIM =37.02 1 _ -;� ;P ATCH BASIN I ! I -- -j CONNECTION
`tl -- .... u ABLE ` - --� `i- TO BUILDING =1= -�� �°
= TYPE z c5,z - jj„ NOTE:
, -- I IE- IE =31.95 UNABLE TO OBTAIN '
S '�'?'t`' ;I i' SEE MECHANICAL: "� 1. PARKING GARAGE WILL REQUIRE FLOOR DRAINS AND SHALL
T= ®5 =9 -.00 ! I DCVA INSIDE BUILDIN >>' I !! i DRAWINGS FOR S^ I BE CONNECTED TO THE SANITARY SEWER. FLOWS SHALL BE
UNABLE T0, OBTAIN' I LOCATION BYOTHERS� _ 19 DIRECTED lF 8" GPEP.. -.._ CONTINUATION"` _ I DIRECTED THROUGH FLOOR DRAINS THAT ARE INSTALLED IN
D IE�30 -89 � '� . ` i ACCORDANCE WITH THE UPC TO AN EXTERIOR OIL WATER
1 „TRENCH DRPJN RI -37109 I� I I L Iil� ®SOX _ ! { t�-_' - - SEPARATOR. THE SEPARATOR SHALL BE SIZED TO MEET A
- TO COLLECT - - 1- _ _. ---- -- ""'t _ -
P O , ED',;�>E14L OFNES t
I - -- MINIMUM 15- MINUTE RETENTION TIME FOR PEAK FLOWS
a IFLOW FROM RAMP j 11 -� ;
t
y ° BENCHMARKS- I I ,.,, I I i _ I ANTICIPATED IN THE GARAGE AREA, BUT IN NO CASE WILL
} l _ I ERA hE$IDEN 'AIL -F.0-: : 17' _
o. ;'_ ":3 - j BE LESS THAN 200 GALLONS OF STORAGE CAPACITY. THE
w FOUND MONUMENT IN CASE I SI ENT AL F.F.:
`z �'c _ II I I tA• . E 4 I TYPE OF INTERCEPTOR SHALL BE AS MANUFACTURED BY
" - 3/8" BRASS PIN WITH PUNCH MARK IN TOP OF 4" 1 1 -I_ ___. PIPE INC., UTILITY VAULT INC., OR APPROVED EQUAL.
-__ - - _
° E . - PPE- fiAAXiI. F-F` _
a
v CONCRETE POST 0.4' DOWN 4" PERF 1 - _
a INTERSECTION OF LOGAN AVE- S. do AIRPORT WAY SD ! - F- " -�- I ' -- LQMYEIi:QARAbE1FF
_ _ - -� 2. ALL HYDRANTS SHALL BE FITTED WITH A STORZ "QUICK
Z aw (VISITED 3/19/04) I '�, - \ V- --` I - - - - -- ` DISCONNECT" FITTING IF NOT ALREADY IN PLACE.
- - - --
- - -- - - -- r -- - <_..
t�-! W as CITY OF RENTON HORIZONTAL CONTROL #1099 - - -- - -�° -- � - - --
\c NORTHING- 54838.903 I I i -'� \j '`,.,I -y. I 3. DOUBLE CHECK VALVE ASSEMBLIES FOR THE DOMESTIC AND
EASTING= 396314.116 PIPING SHOWN IS SCHEMATIC. ' v OIL /WATER SEPARATOR f _
FLOOR DRAIN FIRE WATER LINES TO BE LOCATED INSIDE THE BUILDING.
FINAL DESIGN OF PIPING TO _ _ SEE NOTE 1. SIZING � I
IN GARAGE CLEANOUT y�.
� E ; BE PROVIDED BY DESIGN /BUILD CALCULATION TO BE I C5 2 P. _ 1
ED I TYP 4 PLACES
FOUND TACK IN CONC. MONUMENT IN CASE 0.7' DOWN ( _ ( PROVIDED BY 1
CONTRACTOR DURING
�nE 1 CONSTRUCTION. I I ON THIS LEVEL DESIGN/
BUILD OF BURNETT AVENUE SOUTH AND S. 2ND l ) DESIGN BUILD CONTRACTOR ! I
'c i I I 11 ( .SEE NOTE 1 .DURING CONSTRUCTION.
�I c STREET (VISITED 7/3/00)
-O m CITY OF RENTON HORIZONTAL CONTROL #205 -'= - _ _ - - - - - - - - - - - - - - - - - =7,-
a�
NORTHING = 54429.257 _ - - - -
NO THING= -
S
4" PERF� 2 4" PERF y 4" PERT_
-� SD - '
a CITY OF RENTON BM #673 - TOP OF 1/4" BRASS PIN CO SD c0 c0 CO
SET IN CONC. MON. AT CENTERLINE OF MORRIS AVE. & IE�31 -:93 32.62 <; IE=34 -:8§ UNABLE TO. OBTAIN IE 4} UNABLE TO OBTAIN - IE_3 1� UNABLE Tb OBTAIN -
SD
RIM= 36.33: _ RIM =36.59 RIM =36.71 J ^: -. RIM =36.67 7 - Q ..�
feet
12' N OF CENTERLINE OF S. 2ND ST - i
1 20' -:
ELEV. = 9.943 M (32.62 FEET) -
scale,. ee
GROUND FROM
$ NOTE CENTER OF
`r WATER PIPE
CONTRACTOR SHALL POTHOLE do VERIFY ACTUAL _
.HORIZONTAL.. AND:. VERTICAL. - ELEVATION ..OF..ALL..EXISTING ..... ...... ..... ...... .......... ............. :....... .- .. -.:... ....... --� - -- ........ - .......... .... ....... .... .......-�- - ---- -�--- -� - - -- �- -.... 40 .. -. . -.. ............- ......... ....... .........40 ......... ..... .... .......
UTILITIES AND CONTACT ENGINEER IF THERE ARE - -
CONFLICTS WITH PROPOSED CONSTRUCTION OF WATER
LINE AND CROSSING OF UTILITIES. A PROFILE PLAN OF NS TO WA
PLA
- - --
:BLDG
CONNECT.
MECHANICAL IX. WATER
THE. WATER LINE �STUBS PREPARED BY THE ENGINEER - � - - - - ---
AFTER VERIFICATION OF ACTUAL LOCATION AND
.ELEVATION. OF. EXiSTING..UTILITiES. By-POTHOLING . . ......:.... ...... ...... :............... ....... ...- -..... .:..:. ...... -..... -. ......... .... .. ..... .......... ........ .... ..- -... -. - - ......... ........... --- . -....- .. ...... ........... ..... ... .. ... ............ ......... .. ..........
FYVZT AH - 4R" SSMH 2 48" SSMH 1 = 54" BLDG 6 WATER
RIM -36.67 36.67 RIM =36 - 603684 RIM -3Cr83 37.05 IE= 39:53
- IE��(8" S)27.87 IE�29.00 (8 S)28.81 IE =303# (8" S 3022 UNABLE TO OBTAIN 81�
_ IE =27.73 (8" N) IE�'8.90 (8" N)28.77 _ IE -30 t4 (8 N) 30.09 :METRO D w
.......... ... ......... ...... ..... E- 79 (8'..W. ......... 4030.....- SEWER•. cv... ..........30 ..... . -.
40 ) FINISHED z z
/� F
GRADE V. . EX.
J 24
EL
S
SEWER EX. W*
w
uj J
WATER PROFILE U
'.....- -: .:.. ......... ................ ... ..... .. ..- .....- .. ........... - .......- ... .....:.... APPROXIMATE.:VERTICAL..LOCATION ........... -..
..........
Z I By: Date:
R: \Projects \131 (TSA Architects) \001 -04 (Porkside at 95 Buena
,
scale feet I w 200327
lilts \Dwg \sheets \PB- ut0l.dwg - Scale: 40 A,3-w- 321.107
5124104 1fiY eE��'3
R -s2t.Z w ITTi?
RO-1 2 0;S F R
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