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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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1 �
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_ 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
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:UTILITY
PLAN
SHEET NO.
C 5.0
200327
M
r
0
N
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Z
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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
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O
O
N
N
C
V
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: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'�
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O i9?
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C7 2
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< 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
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L 93C
W
C7 2
LO
Z J V
< a J
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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?
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-�-� c
O
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L 93C
W
C7 2
LO
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< 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