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SANITARY SEWER PROFILE
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DATE
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BY
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SURVEYED: BARGHAUSEN C.E. SCALE:
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JRG IF NOR ONE INCH
BY DATE APPR ApPROn: SWE ACCOROMOLY
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VERTICAL: NAVD ,gee. eW 2123
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RENTON WA 98055 , �•�
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GREASE Z035� INTERCEPTOR
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58+50 59 +00 59 +50 60 +00 60 +50 61 +00 61 +50
SANITARY SEWER PROFILE
SCALE: HORIZONTAL - 1" = 50'
VERTICAL - 1" = 5'
IST°
1144 Eastlake Ave. E. T (206) 522 -9510 IONAL'`
Suite 601 F (206) 522 -8344
Seattle, WA 98109 www. PAcLMD.COM L7 P90 MY 7.
OwvvP :7 -I•J0
AUGUST 5, x003
PROPOSED
SAM'S CLUB
FFE = 39.0
r
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DATUM ELEV
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GRADE
GRADE'
12�
-62 +00 62 +50 63 +00
SANITARY SEWER PROFILE
CHECKED FOR COMPLIANCE RECOMMENDED
TO CITY STANDARDS FOR APPROVAL
DATE BY
DATE BY
DATE BY
Y6 DATE +E BY
SCALE: HORIZONTAL - 1w = 50'
VERTICAL - 1" = 5'
30
DATUM' ELEV
20.00
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M
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°now 00
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SANITARY SEWER PROFILE
SCALE: HORIZONTAL - 1" = 50'
VERTICAL - 1" = 5'
IST°
1144 Eastlake Ave. E. T (206) 522 -9510 IONAL'`
Suite 601 F (206) 522 -8344
Seattle, WA 98109 www. PAcLMD.COM L7 P90 MY 7.
OwvvP :7 -I•J0
AUGUST 5, x003
PROPOSED
SAM'S CLUB
FFE = 39.0
r
l 40
DATUM ELEV
,20.00
1
M
N
LO
11
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Co N 11 M
PROPOSED
GRADE
GRADE'
12�
-62 +00 62 +50 63 +00
SANITARY SEWER PROFILE
CHECKED FOR COMPLIANCE RECOMMENDED
TO CITY STANDARDS FOR APPROVAL
DATE BY
DATE BY
DATE BY
Y6 DATE +E BY
SCALE: HORIZONTAL - 1w = 50'
VERTICAL - 1" = 5'
30
DATUM' ELEV
20.00
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N N (lj�iW
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-PROPOSED
SAM'S CLUB
FFE = 39.0
63 +50 64 +00 64+50 65 +00
SANITARY SEWER PROFILE
SCALE: HORIZONTAL - 1" = 50'
VERTICAL - 1" = 5'
r.
VERTICAL' NAVO 1NIS, eW 2123
ELEVATION 0.11 FEET
HORIZONTAL,: NAD 1963/1"1
REFER TO PROJECT SURVEY
L_
DATUM
r
50 + -
r
LID
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�cD
1N
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D
DATUM ELEV
20.00
OO
PROPOSED
SAM'S CLUB
FFE = 39.0
W N
�- (W Z
1 �
m =
ao
O c6 N W
cvn TIM �_
65 +50 66 +00 66 +50
SANITARY SEWER PROFILE
SCALE: HORIZONTAL - 1" = 50'
VERTICAL - 1" = 5'
CITY OF SAM'S CLUB #4835 -00
RENTON 901 SOUTH GRADY WAY
RENTON, WA 98055
Planning /Building /Public Works Dept.
SANITARY SEWER PLAN AND PROFILE
SCANNED NOV • 7 2003 00. �' ?a A-a o &+
S BARGHAUSEN C.E.
�A�:
M
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JRG
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PERMNT COMMENTS RESUBMIITTAL
PAQM
4/18/03
ORMN: %WH
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ATM %A11
V NOT ONE INCH
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1
BID ADDENDUM 1
PACLMD
4 7 03
ED: JRG
NO.
REVISION
BY
DATE
APPR
JRG
r.
VERTICAL' NAVO 1NIS, eW 2123
ELEVATION 0.11 FEET
HORIZONTAL,: NAD 1963/1"1
REFER TO PROJECT SURVEY
L_
DATUM
r
50 + -
r
LID
II
�cD
1N
40
D
DATUM ELEV
20.00
OO
PROPOSED
SAM'S CLUB
FFE = 39.0
W N
�- (W Z
1 �
m =
ao
O c6 N W
cvn TIM �_
65 +50 66 +00 66 +50
SANITARY SEWER PROFILE
SCALE: HORIZONTAL - 1" = 50'
VERTICAL - 1" = 5'
CITY OF SAM'S CLUB #4835 -00
RENTON 901 SOUTH GRADY WAY
RENTON, WA 98055
Planning /Building /Public Works Dept.
SANITARY SEWER PLAN AND PROFILE
SCANNED NOV • 7 2003 00. �' ?a A-a o &+
3 -14 -03
FFIELOBOOK:
ORANANC NO:
C -3.31
i
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N
C n
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3 -14 -03
FFIELOBOOK:
ORANANC NO:
C -3.31
i
Ln
M
Z
z
0
2
cr
Ln
W
O
'z
W
6" MIN.
0° MIN.
t
1/2 BLIND FLANGE AS DAM
D.I.P. TEE CL-50—
ONE LENGTH OF DUCTILE IRON
PIPE (CLASS 50) TO SOLID
BEARING WHEN SPAN
IS MORE THAN 4'.
L FLEXIBLE
JOINT
BACKFILL WITH
COMPACTED MATERIAL
AS DIRECTED BY
ENGINEER.
D.I.P. CI.50 6° MIN.
WITH MIN. 4
SHACKLE RODS
CEMENT CONCRETE
CLASS C BLOCK
POURED IN PLACE —�
D.I.P. 90' BEND /
CL50(MJ X PE)
DUCTILE IRON
DROP CONNECTION
�i
1/2 PLUG AS DAM
T' -t'T
TYPICAL TEE
/ MANHOLE
� Al
' c - ; �A
'1 <
CHANGED DWG NAME FROM 8WIS TO OR188
I
Q
10/17/96
�
I•
6" MIN.
IN
o
DCV
AG
AN
� 6" MIN.
_F 6" MIN.
:J ,
I
I
rr - - -.:
2" MIN.
r 6" MIN.
CHANGED DWG NAME FROM 8WIS TO OR188
DCV
DT
10/17/96
,rtis
DCV
6" MIN.
3/6/95
CORRECTED TEXT
DCV
AG
112/15/921
CORRECTED TEXT
RTM
DT
DATE I
IL
..
BY
APP R
�
TYPICAL MANHOLE —�
FOUNDATION
CONSTRUCTION
� 6" MIN.
_F 6" MIN.
:J ,
I
I
rr - - -.:
2" MIN.
r 6" MIN.
ONE LENGTH OF DUCTILE IRON
PIPE (CLASS 50) TO SOLID
BEARING WHEN SPAN
IS MORE THAN 4'.
FLEXIBLE JOINT
BACKFILL WITH
COMPACTED MATERIAL
AS DIRECTED BY
ENGINEER.
CEMENT CONCRETE CLASS C POURED IN PLACE
' ;� - 90' BEND
- =
(TYTON U-651)
CONCRETE ENCASED
DROP CONNECTION
8/97
CHANGED DWG NAME FROM 8WIS TO OR188
DCV
DT
10/17/96
EDITED TEXT
DCV
6" MIN.
3/6/95
CORRECTED TEXT
DCV
AG
112/15/921
CORRECTED TEXT
RTM
DT
DATE I
IL
..
BY
APP R
�
�
TWO -WAY CLEANOUT
PRECAST
1
ONE LENGTH OF DUCTILE IRON
PIPE (CLASS 50) TO SOLID
BEARING WHEN SPAN
IS MORE THAN 4'.
FLEXIBLE JOINT
BACKFILL WITH
COMPACTED MATERIAL
AS DIRECTED BY
ENGINEER.
CEMENT CONCRETE CLASS C POURED IN PLACE
' ;� - 90' BEND
- =
(TYTON U-651)
CONCRETE ENCASED
DROP CONNECTION
8/97
CHANGED DWG NAME FROM 8WIS TO OR188
DCV
DT
10/17/96
EDITED TEXT
DCV
AG
3/6/95
CORRECTED TEXT
DCV
AG
112/15/921
CORRECTED TEXT
RTM
DT
DATE I
REVISION
BY
APP R
DROP SANITARY SEWER MANHOLE DETAIL
NTS
�13CtS5T'� `���, ,o�o��R�C1
1144 Eastlake Ave. E. T (206) 522 -9510 SS/oNnt, � SS/oxAL'
Suite 601 F (206) 522 -8344 WWIW
Seattle, WA 98109 www.PAcLAND.com EV= JULY 7. CHO MUST 5, 2=
h► wP . _�.�►� 0
SOP G1111111111nmunumFOR 3ANIT�RY
Y ADOPTED
CITY OF RENTON
Standard plans
I3f DATE: W"
DWG. NAME: 88188 SP PAGE: 8075
CHECKED FOR COMPLIANCE RECOMMENDED
TO CITY STANDARDS FOR APPROVAL
DATE BY
DATE BY
DATE BY
'ifyl DATE C/i..,'t I BY
CONCRETE
ADJUSTMENT
RINGS TO SUIT
DEPTH OF
INTERCEPTOR
INLET -�
REINFORCED
PRECAST
CONCRETE
FTWO 240 DIAMETER cAsr
NtON MANHOLE RINGS
IMTH HEAVY DUTY
GAS -MT COVERS -
SLOPE PAVEMENT OR
GRADE AWAY FROM
MANHOLES
4' CLEANOUT,
TOP SIMILAR TO YCO
TYP OF 2
24'x24'x8'
CONCRETE PAD
TYP OF 2
OPENING
TWO -WAY CLEANOUT
TYP OF 2
SEAL WATERTIGHT SECTION A
TYP
OUTLET AT 1/3 LIQUID DEPTH
FROM BOTTOM, MINIMUM OF 24" NOTES:
BED OF UNDISTURBED 1 • PROVIDE SAMPLING
EARTH OR COMPACTED PORT DOWNSTREAM
DETAIL SHOWS GENERAL 'SCHEMATIC REQUIREMENTS. CONTRACTOR SHALL SUBMIT SAND BACKFILL 4 " -6" OF CONJUNCTURE WITH
PROPOSED INTERCEPTOR INSTALLATION PLANS AND SPECIFICATIONS TO AUTHORITIES MAIN SANITARY SEWER.
HAVING JURISDICTION FOR APPROVAL BEFORE ACQUISITION OF INTERCEPTOR. 2. REFER TO PLUMBING
PROVIDE INTERCEPTOR WITH ADEQUATE STRUCTURAL STRENGTH TO ACCOMMODATE � �30? 0 �3 PLAN FOR PIPE SIZES.
VEHICULAR TRAFFIC AT INSTALLATION LOCATION.
NOTE: THIS DETAIL IS SHOWN FOR REFERENCE ONLY. SLL ARCHITECTURAL /MECHANICAL PLANS.
PRECAST OIL INTERCEPTOR
BAFFLE
MP07
11.30.01
CONCRETE
ADJUSTMENT
RINGS TO SUIT
DEPTH OF
INTERCEPTOR
OPEN ON
TOP TYP
1
1
NTS
THREE 24" DIAMETER CAST
IRON MANHOLE RINGS
WITH HEAVY DUTY
GAS -TIGHT COVERS —
SLOPE PAVEMENT OR
GRADE AWAY FROM
MANHOLES
VENT �Q BAFFLE
r�l
REF PLAN -
.0
Z
4" CLEANOUT,
TOP SIMILAR TO YCO
TYP OF 2
24 "x24 "x8"
CONCRETE PAD
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MP07B
11.30.01
" ARGM MSEN C.E. :
NONE
JRG
3 FINAL PERMIT COMMENTS RESIMITTAL M AND 5 703 �w": JKH
2 PERMIT COMMEWTS RESUBMITTAL PACLAND 4 18 03 CHECKM�.� AT --� FULL F
P NOT ONE INCH
N0. REVISION BY DATE APPR
JRG
WALE A�0R01Na''
I.
i
VERTICAL: NAVO IM. NJ 2123
ELEVATION 45.11 FEET
HOR1zowm- P" 1*0/1 "1
REFER To PROJECT SWAY
l
DATUM
NTS
Cl TY SAM'S CLUB #4835-001
RENTON 901 SOUTH GRADY WAY
RENTON, WA 98055
Planning /Building /Public Works Dept.
SANITARY SEWER DETAILS
SCA14NEU NOV • 7 2003
3 -14 -03
PAGE:
oRAwarc
C-5.1
SHEET: OF.
11
S
INLET J
LIQUID J
0
cc a>
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REINFORCED
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PRECAST
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N o
SQL WATERTIGHT
NOTES:
7
1. PROVIDE
SAMPLING PORT DOWNSTREAM
O F CONJUNCTURE WITH MAIN SANITARY SEWER.
4% A
04
2. REFER TO PLUMBING PLAN FOR PIPE SIZES.
left
3. PROVIDE
UTILITY VAULT MODEL 4484 -GA AND
2/3 DISTANCE
1/3 DISTANCE
BED OF UNDISTURBED
612 -GA
GREASE INTERCEPTORS, REF 1 -P1.
EARTH OR COMPACTED
DETAIL SHOWS GENERAL SCHEMATIC REQUIREMENTS. CONTRACTOR SHALL SUBMIT
SAND BACKFILL 4 " -6"
PROPOSED INTERCEPTOR INSTALLATION PLANS AND SPECIFICATIONS TO AUTHORITIES
HAVING JURISDICTION FOR APPROVAL BEFORE ACQUISITION OF INTERCEPTOR.
PROVIDE INTERCEPTOR WITH ADEQUATE STRUCTURAL STRENGTH TO ACCOMMODATE
VEHICULAR TRAFFIC AT INSTALLATION LOCATION.
NOTE:
THIS DETAIL IS SHOWN
FAR REFERENCE ONLY. SEE ARCHITECTURAL /MECHANICAL PLANS.
PRECAST GREASE INTERCEPTOR
-Z
MP07B
11.30.01
" ARGM MSEN C.E. :
NONE
JRG
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2 PERMIT COMMEWTS RESUBMITTAL PACLAND 4 18 03 CHECKM�.� AT --� FULL F
P NOT ONE INCH
N0. REVISION BY DATE APPR
JRG
WALE A�0R01Na''
I.
i
VERTICAL: NAVO IM. NJ 2123
ELEVATION 45.11 FEET
HOR1zowm- P" 1*0/1 "1
REFER To PROJECT SWAY
l
DATUM
NTS
Cl TY SAM'S CLUB #4835-001
RENTON 901 SOUTH GRADY WAY
RENTON, WA 98055
Planning /Building /Public Works Dept.
SANITARY SEWER DETAILS
SCA14NEU NOV • 7 2003
3 -14 -03
PAGE:
oRAwarc
C-5.1
SHEET: OF.
11
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At ARM. CH PLANS
' v+
•I/ .. _ ` ° ` 38.7 c (OUT) 33.00
s - F IE (w) 32.80 . _ INTERCEPTOR
-;ZA
NITARY SEWER PLAN,
F (OUT) = 32T0 - ARCH. CH. PLANS (SEE /' )
l r (XMt TER SEPARATOR r
(SEE ARCH. ECH. 4 ARCH. CH. P1.�WS)PLANS SSCO
RIM _
RIM 37.3 �► - 23.4 LF 6 SS • 3.5 /X
! p ;' F o IE = 34.0
CY ,f - = 30.5 T T x
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SANITARY SEWER PROFILE
SCALE: HORIZONTAL - 1" = 50'
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SANITARY SEWER PROFILE
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SANITARY SEWER PROFILE
CHECKED FOR COMPLIANCE RECOMMENDED
TO CITY STANDARDS FOR APPROVAL
4
� DATE irlifla BY y
DATE 7/777.7 BY j
DATE BY
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HORIZONTAL: W 1"3/1"1
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DATUM
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am RENTON 901 SOUTH GRADY WA`
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.SANITARY SEWER PLAN AND PRO_
SCANNED NOV - 7 200
i M
3- 14--03
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4/18/03
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REFER To PrnaCT SURrEY
DATUM
�► CITY OF SAM'S CLUB #4835 -00
am RENTON 901 SOUTH GRADY WA`
Planning /Building /Public Works Dept. RENTON, WA 98055
.SANITARY SEWER PLAN AND PRO_
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i M
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DATUM ELEV _ DATUM ELEV DATUM ELEV ! DATUM ELEV 1 * ENT. THIS " ", AS MODIFIED NEFM REpNESM THE
20.00 � -� �� ,20.00 1 20.00 20.00
DMDRIONS OF THE NEW COlSIRCnoN940MM. BASED MOON OUR
M 17
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59 +50 60 +00 60 +50 61 +00 61 +50 62 +00 62 +50 62 +00 62 +50 63 +00
SANITAIT.' SEWER PROFILE SANITARY SEWER PROFILE
STA. 6G +00 TO 62 +29.61 STA. 62 +00 TO 63 +27.82
SCALE: HORIZONTAL - 1" = 50' SCALE: HORIZONTAL - 1" = 50'
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