HomeMy WebLinkAboutWWP273062 (9)Tetra Tec"CM, Inc.
m 1917 First Avenue, Sealtle, WA 98101-1027
(V
ti Attn: Marilyn Gamble
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(206) 443-5309 Fax (206) 443 -5372
Submittal Transmittal Sheet rz_�L
Contractor
TtfKCM Job No: 2030051-005 -- —� Date:
Project Desc. Kennydale Lakefront Sewer Contractor: Blackwatcr Marine 1��
roveUxat Subcontractor or Supplier:
Owner: City of Renton
THIS SECTION TO BE COMPLETED BY CONTRACTOR
THIS SECTION TO
BF, COMPLE"1-ED
BY ENGINEER
ftcrn
No.
Specification
Sectioall'aragraph
Dw . No.
Description of Subtnittnl
Copies
Subrri.
Copies
Rcld.
Review
Action
nRCERCEWTV
JUL 1 1 2003
CITY OF RENTON
REVIEW A ON LEGEND
1 ce ilons Ise
2 Note mirkingstCornrdents
3 Nute mxrk!ngs/Comments — confirm In
writing
4 Nolern9rkingslCamrn"tsResubmit
5 Re ected-ftaubmit
CONTRACTOR CERTIFIES TO REVIEW SUB1111TI'AL, V RIFICATION
OR FIELD 511EASUREMENTS AND COMPLIANCE WITH CONTRACT
DOCUMEN'f5
BY DATE JOIJ 7 ?—W
Must bs signed I,y Contractur
FORWARD D 0:
Date:
Ift
SUDNIHTAL RFCD. TI/KCM
RV(INIT.)
DATE
RF.VI£WCOMPLETED
RETURNED:
COMMENTS by Tt/KC41 Reviewer.
DISTRMUT'ION BYTUKCNT:
Figure G-1
S:\/ldmin\cons1svL:s\G3m1P1e\ConstScrv\Sullmith1 Trans. ShLdoc:
Received: 7/ 7/03 8:17; 206 827 2105 -> KCM; Page 3
JUL. 7.2003 9:16AM OSI SEATTLE NO.772 P.3i3
j
Blackwater Marine, LLC
�r B LAC.KWATE R NIA RI N E, LLC
LM19 76 Place NE N KhMond Wa 9SM4
425-828-6434 *Rice N 425-627-Z7A5 hoc
P 0 fox 8505 « Nik W, AK 9%35
WHISK4 AK SEATTLE, WA 907-776-5551 office — 907-776-68.36 fax
July 3, 2003
Jeffrey W. Lykken
Tetra 'Tech/K&\Q,,inc.
1917 First Avenue
Seattle, WA 98101-1027
Re: Kennydale Lakefront Sewer Pile Specification and Applioation
Dear Je,
Blackwater Marine, LLC would like to propose the use of 12' pile to secure the manhole.
Although the resistance required could be reached with a shorter pile, are feel it would be
of benefit to all to Abe to depth versus impacting to resistance. Our experience has been
that by using the vibratory hammer there is much less likelihood of potential harm or
death to £sh during the pile driving phase_
Although we would.he using more steel to accomplish this task, we would not look to
change the original contract price for this process of driving 12' pile to secure the
manhole`
If you ha%re any questions, please fee; free to call ,me at the above iisted'number, or
E-mail me at
Have a safe dayl
George Lulhmn ,
1
Tetra "Tech/KCM, Inc.
1917 First Avenue, Seattle, WA 98101-1027
Attn: Marilyn Gamble
(206)443-5309 Fax (206) 443-5372
Submittal Transmittal Sheet
Contractor
Tt/KCM Job No: 2030051-005 Submittal No:
Project Desc. Kennydale Lakefront Sewer Contractor:
_I _ Date:
Blackwater Marine
Improvement Subcontractor or Supplier:
Owner: City of Renton
THIS SECTION TO BE COMPLETED BV CONTRACTOR
THIS SECTION TO
BE COMPLETED
BY ENGINEER
Item
No.
Specification
Section/Paragraph
Dw . No.
Description of Submittal
Copies
Subm.
Copies
Retd.
Review
Action
IM-
'
P-
I`
A ►2 A
► L
2-. i 3
�
Lee." -T
REVIEW ACTION LEGEND
1 No exceptions taken
2 Note markings/Comments
3 Note markings/Comments — confirm in
writing
4 Note markings/Comments Resubmit
5 Rejected —Resubmit
CONTRACTOR CERTIFIES TO REVIEW SUBMITTAL, VERIFICATION
OF FIELD MEASUREMENTS AND COMPLIANCE WIT11 CONTRACT
DOCUMENTS
BY DATE
Must be signed by Contractor
FORWARD .l O: Jeff L kken
Date:
SUBMITTAL. RECD. Tt/KCM
BY INr L.
DATE
REVIEW COMPLETED
RETURNED:
COMMENTS by Tt/KCNI Reviewer:
DISTRIBUTION BYTt/KCht:
Figure 6-1
S:\Admin\constsvcs\Gamble\ConstServ\l{ennydale\Submittal Trans. Sht.doc
Petra Tech/KCM, Inc.
1917 First Avenue, Seattle, WA 98101-1027
Attn: Marilyn Gamble
(206)443-5309 Fax (206) 443-5372
Submittal Transmittal Sheet
'I't/KCM Job No: 2030051-005
Contractor
Submittal No: 2 , . Date: 8/l/03
Project Dese. Kennydale Lakefront Sewer Contractor: 13lackwater Marine
Improvement Subcontractor or Supplier:
Owner: City of Renton
THIS SECTION TO BE COMPLETED BY CONTRACTOR
THIS SECTION TO
BE COMPLETED
BY ENGINEER
Specification
Section/Paragraph
Dw . No.
Description of Submittal
Copies
Subm.
Copies
Retd.
Review
Action
Item
No.
Pre cast manholes
4
Shoring calcs.
4
RECEIVEn
UTILITY SYSTEMS
REVIEW ACTION LEGEND
1 No exceptions taken
2 Note markings/Comments
3 Note markings/Comments — confirm in
writing
4 Note markings/Comments Resubmit
5 Rejected -Resubmit
CONTRACTOR CERTIFIES TO REVIEW SUBMITTAL, VERIFICATION
OF FIELD MEASUREMENTS AND COMPLIANCE WITH CONTRACT
DOCUMENTS
BY DATE
Must be signed by Contractor
FORWARUF.D TO: Jeff L ykken
Date:8/1/03
SUBMITTALSUBMITTALRF.Cl/.7t/K(Tl
BY INIf.
DATE
A,
8/1
RFVIF.W COMPLETED
1yX0
RETURNED :
COMMENTS by Tt/KCM Reviewer:
DISTRIBUTION BY "rt/KCN..
ZIA I
Figure 6-1
401
$:\Admin\constvvcg\Gamble\ConstSerVV(ennyflale\Submitt,il Trans. Sht.doc
Milbor-Pita
;(• ASSOCIATES, INC.
Calculation Submittal
For Sheepile Cell by Blackwater Marine
By Frank W. Pita, PE, LHG
Geotechnical & Tunnel Consultants
Client: Blackwater Madne
Title: Renton Seweriine Repair
Designer: Pita
Page: 1
Date: 7.15.03
Sheet: PZ22
Pressure: Coulomb
Toe: Free Earth Support
No mailable geotech data
Water
2.00 it
0.abn---------------------------------
will
•
� �,
vuooa'lue, wA SPM 11, %Q.20
Milbor-Pita &Associates1
, Inc. Tel: 4254866561 ��o+ zo¢iai�a VC.
Fax: 425 488 2660 �I: pilebud�&Id=kcan
Wad: Rta@nilbor-paa.com 1 v*b: w Pdebuckcan
Client: Blackwater Marine
Title: Renton Sewerline Repair
Designer: Pita
Page: 2
Date: 7.15.03
Sheet: PZ22
Pressure: Coulomb
Toe: Free Earth Support
No mailable geotech data
Input Data
Depth Of Excawtion = 2.00 It Depth Of Actiee Water = +10.00 ft Water Density = 62.43 pcf
Surcharge = 0.0 psf Depth Of Passiee Water = 2.00 ft Minimum Fluid Density = 31.82 pcf
Soil Profile
Depth (ft) Soil Name I Y (pcf) 7' (pcf) C (psf) I Ca (psf) gyp(°) 6r) I Ka Kac I Kp K�
0.00 Loose Coarse Sand 106.28 68.73 0.0 0.0 35.0 14.0 0.25 0.00 6.27 0.00
Solution
., -a}
Sheet Name
I (in'/ft),
E (psi)
Z (in'/ft)
f (psi)
Maximum Bending
Moment (ftlb/ft)
Upstand (ft)
Toe (ft)
Pile
Length (ft)
PZ22
84.70
3.04E+07
18.40
25000.0
38287.7
11.00
6.961
19.96
Load Model: Hinge Method
Supports
Depth (ft)
Type
Linear
Load (lb/ft)
+10.00
Water
1 2410.3
Milbor-Pita & Associates, Inc.
Maxima
Maximum
Depth
Pressure
783.5psf
2.00 ft
Woodinville, WA
Tel: 425 486 6561
Fax: 425 488 2660
Bvlad: Pita@rrilbor-pita.com
SPW911, v2.20
E ail: - 2bu 0 Butler. Inc.
Email: pileLueFQpleb�kcan
Web: w pilebxkc=
Client: Blackwater Marine
Title: Renton Sewerline Repair
Designer: Pita
Page: 1
Date: 7.15.03
+6.00 ft -------
Sheet: PZ22
Pressure: Coulomb
----WL—
------------------------------------+5.00ft
Toe: Cantile\,er
No available geotech data
Owvvvvv
Loose Coarse Sand 0.00 ft
2.00 ft
W L
Toe = 8.68 ft
10.68ft---------------------------------------------
---------------------------------------------
10.68ft
Milbor-Pita &Associates
Inc.
Woodinville, I
Fa:4248656,
Fax:25 86 2660
Wail: Rta@rrilbor-pita.com
SPWM11 , V2.20
anPW12buc&ebwkcc.
Q gi:pl .F411e&xckcan
V*b:w Olebuckcan
Client: Blackwater Marine
Title: Renton Sewerline Repair
Designer: Pita
Page:2
Date: 7.15.03
Sheet: PZ22
Pressure: Coulomb
Toe: Cantilever
No a\ailable geotech data
Input Data
Depth Of Exca\ation = 2.00 It Depth Of Actiee Water = +5.00 ft
Surcharge = 0.0 psf Depth Of Passke Water = 2.00 ft
Soil Profile
Depth (ft) Soil Name
0.00 Loose Coarse Sand
"L.....
y (pcf) y' (PcOC (Psi Ca
106.281 68.731 0.0
Solution
Water Density = 62.43 pcf
Minimum Fluid Density = 31.82 pcf
Ka I Kac
Sheet Name
I (in °/ft)
E (psi) I
Z (in'/ft)
f (psi)
Maximum Bending
Moment (ftlb/ft)
Upstand (ft)
Toe (1)
Pile
Length (ft)
PZ22
84.70
3.04E+071
18.40
25000-01
38287.7
6b0l
8.68
16.68
Maxima
Maximum I Depth
rPressure 1 471.4 psf 1 2.00 It
Woodinville, I
Milbor-Pita & Associates, Inc • FFax:425 48820 Pda@or-pha.com
SPW911, v2.20
t 20M - 20M. Rle &dtb, Inc.
Email: pilebudg@01d ckcan
Nam: w pilebuckcan
Quality Concrete Products, Inc., 4200 78th St. SW, Mukilteo, WA 98275 Ph: (425) 355-5510, Fax: (425) 355-5559
HOLD DOWN A
TYP 4 PLACES
8" DIP
PIN PILE SUPPC
TYP 4 PLACES
EQUAL SPACIN(
MANHOLE
PRECAST MANHOLE
TOP PLAN
IG
� L I L 1`lu 1 rum
BUOY ANCHORAGE
Contractor, HB JAEGER
Job#
Job Name- KENNYDALE LAKEFRONT
SEWER IMPROVEMENT
Drawn by, Brandon Plautz
Date- JULY 31, 2003
Revision Date -
Drawing, MANHOLE PRODUCTION DRAWING
08/06/2003 WED 10:55 FAI 425 355 5559 Quality Concrete Product
4 003/003
Iuancy Concrete Products, Inc., 4200 78th St. SW, Mukilteo, WA 93275, Ph: (425) 355.5510, Fax: (425) 355-5559
Manhole shelf dimensions verified
against dimensions of existing
72' manhole shaft. There is adequate
clearance for shaft. The confined
0-ring gasket Will seat against the
62.0" 3 inch seating ring.
11.25' 24' 11.25" HOLD DOWN ANCHORS
I Y2" DIA. SST
#5 (SEE DETAILS)
1Z EMBEDDED ARMOR
PLATE
745 REBAR 15" r12'
HOOPS
#5 REBAR —
HOOPS a 12
#5 REBAR
012EF
21"
10.
a
*�''';'. Y4..
SEE NOTE
AT BOTTOM
Y,; OVERSIZED DRILLED
HOLES IN 8" DIA. PIPE 5LEEVE
Y" DIA. STAINLESS
STEEL EYE
NUT FOR BUOY
ANCHORAGE
— CONCRETE CHANNEL
AND SLOPED SHELF
)4" PER FOOT
CLASS B LAP, TYP
245 REBAR
HOOPS
545 EW T&B AT
EQUAL SPACING
d.
PILE SUPPORT
SEE DETAIL
3" MIN. I T
3., I BENT PLA x 1'_3'
MATCH MH RADIUS 1
5 I #5012 EW T150
3" '" • '
4
9" 1 •' . a ... 4 1. 3.
77
1 I •
3"
8' DIA SCH 40 Yz" dia. 2'-6"
PIPE SLEEVE DBA, TYP 2 Contractor- H8 JAEGER
TOP Et BOTT, Job•
Job Nanet KENNYDALE LAKEFRONT
NOTE: ALL 8" DIA. DUCTILE IRON STUBS TO BE CAST IN WITH 1'-6" SEWER IMPROVEMENT
OF PIPE PROTRUDING FROM OUTSIDE OF MANHOLE. ALL PIPES TO Dawn by- 8''°Ptautz
Date- JUKE 23, 20 2003
HAVE Y4"X3" DIA SEEP RING IMBEDDED INTO MANHOLE WALL. Re0slon Date- AUGUST 6, 2=
Drawing- MANHOLE PRODUCTITIN DRAWING
c
OTY MK PC DESCRIPTION
12
46173-1
PILE SUPT
12
46173-IA
8- STD PIPE -
12
46173-1B
3/8" PLATE
12
46173-IC
3/8" PLATE
12
46173-ID
3/8" PLATE
12
46173-IE
3/8" PLATE
12
46173-1P
3/8" PLATE
36
46173-IG
1/2 x 6 CONCRETE
ANCHOR
48
46173-IH
#4 REBAR x 30"
TYP SEE DWG 46173-2
SUBMITTAL REVIEW
TETRATECHMM,
t . REVIEW
RESPONSE RA TORED OF
No tds takes or
Rejected 0
Confirm 0
Not Mttrldngs
Commerb
Attached 0
Resubmit 0
lsls miew is for pen" eordaowu w b the design urrbaet dm=tL
WNW or col Ad eot IIIonsbued es r kit the Conn= trap eompihna 96
the DreM� tam and tpeci wrdeWram embom. TW Codrxfa remdu
letpo le bar aafdkoYp erd eoaW" 9 and
db,e /rrawes.>trvolraYgreselaumwadtor
ieAdrew
� . �m�ep�o�,�,�t�ettn•tos,
3SY'S REQ*D
36 STEEL TYP
riw11)ri: NONE
JOB-: 2 34 8 4 - 00 1 DRAWN BY: ICc
DATE: 8-5-03
VPC
VULCAN PROOUCTS COMPANY INC.
QUALITY CONCRETE
TITLE: DWG. NO.:
146173- 1
II I3/16" 5" 3'
8" 8"
0
10 I/16"
(D-17 I/8- 10 1/16- 17 I/8" 19 13/16" I" 0 THRU (2X)
-A
8 (:D8 II/16"
`. IJ
21 3/16-
RAD - 35 5/8"
RAD - 35 5/8-
RAD - 32"
8 5/8"
7
3 II/16" 14 5/8
-D
_ F 20 13/16-
JOB*: ORAAN BY: JCC
23484-001 DATE:7-30-03
- E VPC
YUICAN PRODUCT] COMPANY INC.
QUALITY CONCRETE
TITLE: DWG. NO.:
46173-2
R1/2"2 I/2
1-7- T\/f'l
3/4
3/8" 3/8
10 3/4'L3/16" 3
A A -C
I/2
3/8
+
TYP
3/4"
MUST BE OR I EN I EED
PER DWG FOR LOCKING HANDLE
CLEARANCE.
QTY MK
PC
DESCRIPTION
4
46173-5
MANHOLE
COVER
4
46173-5A
SS
T304
3/8 PLATE
4
45173-513
SS
T304
5/8 PLATE
24
46173-5C
SS
T304
1/2 PLATE
8
45173-5D
SS
T304
1/2 RD BAR
R = 13 1/2" 5/8"
r = 12
3/8"
�� ~I �
5/8
_B
2 1/4"
i
1- 1 /n-
JOB-: 2 3 4 8 4- 0 0 t DRAWN BY: 'C
DATE: 8-5-03
VPC
VULCAN PRODUCTS COMPANY INC.
QUALITY CONCRETE
TITLE: DWG. NO.:
146173-5
rm,m
/2'
( I8 ) ASSY'S REQ'D
MK: 46173-6
QTY MK PC DESCRIPTION
18
46173-6
LOCKING HANDLE
18
46173-6A
SS T304 TUBE
1.38 OD x .25
18
46173-6B
SS T304 3/4 RD BAR
18
45173-6C
SS T304 TOGA
18
46173-6D
SS T304 7/8-9
CASTLE NUT
18
46173-6E
1/8 DIA x 2-1/2
SS COTTER PIN
(NOT SHOWN)
901
7/8"
1 3/8**
-C
JOB-: RA 2 3 4 8 4- 0 0 1 ,"E 9Y:
DATE: 8 - S - 03
VPC
VULCAN PRODUCTS COMPANY INC.
QUALITY CONCRETE
TITLE: JDWG. NO
46173-6
BLACKWATER MARINE, LLC
NIKISKI, AK N SEATTLE, WA
COFFERDAM
SUBMITTAL
pa, W 10 E E: n3C i rn-)Lt. fL
SEf-:�v-
PD�
C AL Lv L. A- i 1 one S
t' o.J Z' . �o
SPE�\ 6 �—
J
.J
J
cr
0
1
f'F
a
..J
cr
0
Uent: Blackwaler Mann
Title: Renton Semrline Repair
Designer Pita
Page:2
Date: 7.17.013
Sheet: PZ22
Pressure: Coulomb
Toe: Free Earth Support _
Limited geotech data
Input Data
Deplh Of Excawtion = 2.00 ft Depth Of Active Water = +10.00 ft
Surcharge = 0.0 psf Depth Of Passi\e Water = 2.00 ft
Soil Profile
Depth (R)Soil h6me y (po y' (PC0 C (Psi
0.00 Loose Coarse Sand I 106-2BI 68.731 0.0
Solution
ki -M
Water Density = 62-43 pct
Minimum Fluid Density = 31.82 pcl
Sheet Name
I (wm)
E (psi)
Z (ilre)
f (psi)
Maximum Bending
Moment (tlbA)
Upstand (ft)
Tce (R)
Pile
Ler�glh (t)
PZ12
84.70
3.04E+07
18.40
25000.0
38287.7
11.00
6.96
19.96
Load Model: Hinge Method
Su000rts
Depth (t)
Type
Linear
Load (Ib1ft)
+10.00
Waler
2410.3
Milbor-Pita & Associates, Inc.
Maxima
Maximum
Depth
Bending Moment
14064.7Rlb/ft
-1.24 2
Deflection
0.31n
-0.95 a
Pressure
783.5psf
2.00ft
Shear Force
2860.91HIR
3.89 R
WoOdrwik. M
Tel: 425 486 6661
Fax: 425 486 2660
HdaN: Fta@rrrbor-pla.com
SPW911, V2.20
'►� 2ao• • met 91e®o�t�. re
Enrl N�c��d..iican
'NO ww.d ahckcan
RfCfo
Submittal 'Transmittal Sheet
AUG 6 - �
Tetra Tech/KCM, Inc. Contractor
1917 First Avenue, Seattle, WA 981(�1`TIWF RENTON Tt/KCM Job No: 2030051-005 Submittal No: 2 Date: 8/l/03
�77LITY SYSTEM 111 k t M
Attn: Marilyn Gamble S Project Desc
•
THIS SECTION TO BE COMPLETED BY CONTRACTOR
THIS SECTION TO
BE COMPLETED
BY ENGINEER
Item
No.
Specification
Section/Paragraph
Dw . No.
Description of Submittal
Copies
Subtn.
Copies
Retd.
Review
Action
Pre cast manholes
4
L2
3
Shoring calcs.
4
REVIEW ACTION LEGEND
I No exceptions taken
2 Note markings/Comments
3 Note markings/Comments — confirm in
writing
4 Note markings/Comments Resubmit
5 Rejected —Resubmit
CONTRACTOR CERTIFIES TO REVIEW SUBMITTAL, VERIFICATION
OF FIELD MEASUREMENTS AND COMPLIANCE WITH CONTRACT
DOCUMENTS
BY DATE
Must be signed by Contractor
FORWARDED TO: Jeff Lvkken
Date:8/1/03
SUBMITTALSUBMITTALRI:CU. TUKCM1I
BY ]NIT.
DATE
J1,
8/I
RF,VIEW COMPLETED
RETURNED: IS
6
COMMENTS by Tt/KCM Reviewer:
DISTRIBUTION BY TUKCM1I:
Figure 6-1
SAAdmin\constsvcs\Gamble\ConstServ\Ken nydale\Submittal Trans. Sht.doc
r
q0p
Quality Concrete Products, Inc., 4200 78th St. SW, Mukilteo, WA 98275, Ph: (425) 355-5510, Fax: (425) 355-5559
HOLD DOWN A
TYP 4 PLACES
8" DIP
PIN PILE SUPP(
TYP 4 PLACES
EQUAL SPACIN,
MANHOLE
PRECAST MANHOLE
TOP PLAN
90 ° TYP
JG
BUOY ANCHORAGE `
Contractor, HB JAEGER
Job#
Job Name, KENNYDALE LAKEFRONT
SEWER IMPROVEMENT
Drawn byi Brandon Plautz
Date, JULY 31, 2003
Revision Datei
Drawing, MANHOLE PRODUCTION DRAWING
iqop
Verify precast manhole shelf dimensions
against dimensions of existing manhole
Quality Concrete Products, Inc.. 4200 78th St. SW, Mukilteo, WA 275, shafts to ensure adequate clearance for
shafts and that confined 0-ring gasket will
seat against 3-inch SS seating ring. See
72" attached access shaft drawing markup.
ALL DIMENSIONS
VERIFIED AGAINST 62.0"
ORIGINAL PLANS
--� 11.25" 24" 11. 5" HOLD DOWN ANCHORS
y" DIA. SST
#5 @ SEE DETAILS)
12 EMBEDDED ARMOR
PLATE
7-#5 REBAR 15" 12"
HOOPS I %" DIA. STAINLESS
j STEEL EYE
NUT FOR BUOY
#5REBAR ANCHORAGE
HOOPS @ 12 EF • • 21" • •
10.5",
CONCRETE CHANNEL
48 AND SLOPED SHELF
#5 REBAR —� • . %" PER FOOT
12 EF A
CLASS B LAP, TYP
d i f
� G
SEE NOTE
• AT BOTTOM •
2 #5 REBAR
HOOPS
5-#5 EW TErB AT
OVERSIZED DRILLED EQUAL SPACING
HOLES IN 8 DIA. PIPE E
PILE SUPPORT • . a �Z"� x
SEE DETAIL
�6A ,
K MIN.-=
I., .• BENT PL3\8x
3 MATCH MH RADIUS j
} I �• —
#5@12 EW TEtB I`4„
- - — 'd _
3" d
d
I
9,. I •d_ •.. 1,-3.,
I �
3, d~ ••
8" DIA SCH 40
PIPE SLEEVE
NOTE: ALL 8" DIA. DUCTILE IRON STUBS TO BE CAST IN WITH 1'-6"
OF PIPE PROTRUDING FROM OUTSIDE OF MANHOLE. ALL PIPES TO
HAVEY,"XK DIA SEEP RING IMBEDDED INTO MANHOLE WALL.
---14.5"[—
t
HOLD 3"
DOWN
ANCHOR 12"
DETAILS
Contractor, HB JAEGER
Job#
Job Nane� KENNYDALE LAKEFRONT
SEWER IMPROVEMENT
Drawn by- Brandon Ptautz
Date, JUNE 23, 2003
Revision Date,JULY 30, 2003
Drawing MANHOLE PRODUCTION DRAWING
PLAN
�F_(L-i
SCALE 1'-0
r•/ Z . D• D t,�-P SI S of-
G?Gt & i I /J(o SlA 4'_f'V- (l->, u—
LL_ F_A 2 no.po-3 Not DI►n�S�oti
1 '6ussET
( Q REQ,0�
j/6 A l2' f1ANGE
10
\--12-4 Gussfr Its
(EQUALLY SPACED%
'46
4_
I 1/1'X4"NGE
I _
( 1'¢ CC AJFWfO -
3—� O-RwS GASKET
t SLOT 5EE P/59
5�B 1.0
J �I
C R
I `V�
EE
i
I
i
I
I
I
I
NI C
mI
�i
n+i
��
n
WI_1
Y O
Q
^�
r-sfERi
�
I
i
o
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u
u
SEE KIS9
K ONTRACTOR TO REPLACE
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METROPOLITAN ENGINEERS MUNICIPALITY OF METROPOLITAN SEATT
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Tetra Tech/KCM, Inc.
1917 First Avenue
Seattle, Washington 98101
206443-MM Fax:2(16443-5372
NO.
REVISION
BY
DATE
ApPR '
14
TYP
OTY MK PC DESCRIPTION
12
46173-1
PILE SUPT
12
46173-IA
8' STD PIPE -
12
46173-IB
3/8*' PLATE i
12
46173-IC
3/8 PLATE
12
46173-ID
3/8 PLATE
12
46173-IE
3/8 PLATE
12
46173-IF
3/8 PLATE
36
46173-I0
1/2 X 6 CONCRETE
ANCHOR
• SEE DWG 46173-2
rcrK4TECH/KC M, INC. lrhi
Rd C, RESPONSE
Noarc�ptrg elcen q Rejected REQUIR
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f-INISH: NONE
JOBS: DRAWN BY: JC
23484 - 00 I DATE:7-30-03
VPC
VUICAN PRODUCTS COMPANY INC.
QUALITY CONCRETE
TITLE' DMG. No.:
46173-1
II 13/16" 53"
8" 8"
6 5/16" 6 5/16"
------------------
10 1/16" 17 1/8" 10 1/16" 17 1/8" 19 13/16" 1" 0 THRU (2X)
_A
8" 8 11/16"
_Q
21 3/16-
RAD 35 5/8"
RAID = 35 5/8"
RAID 32"
8 5/8"
3 11/16 14 5/8
-D
_ F 20 13/16"
JOB-: DRAWN BY: CG
23484-001 DATE:?-30-03
_ E VPC
VULCAN PRODUCTS COMPANY INC.
QUALITY CONCRETE
TITLE: DWG. NO.:
146173-2
A
YP
( 3 ) ASSY'S REO'D
MK: 46173-3-1
( 3 ) ASSY'S REO'D
MK: 46173-3-2
-3B
7r
SECT A -A
TYP
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3
46173-3-1
CORNER EMBED
3
46173-3A
SS T304 ANGLE
3 x 3 x 3/8
60
46173-38
SS 1/2 x 4
CONCRETE ANCHOR
3
46173-3-2
MANHOLE EMBED
3
46173-3C
SS T304 ANGLE
2 x 2 x 3/8
18
46173-3D
SS T304 3/8 PLATE
18
46173-3E
SS HEXHD BOLT
7/8-9 x 8-
6
46173-3F
SS T304 3/8 RD BAR
0
-3D
FULL RAD.
1I/4-
-3F
5/32- 0
-3E
JOB*: DRAWN BY: K'CC
2 34 84 - 00 I DATE:?-30-03
VPC
VULCAN PRODUCTS COMPANY INC.
QUALITY CONCRETE
TITLE: DWG. NO.:
146173-3
0
to
A
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SECT A - A
A
TYP
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3
46173-4
ARMOR PLATE
3
46173-4A
SS T304 3/8 PLATE
3
46173-413
SS T304 3/8 PLATE
3
46173-4C
SS T304 3/8 PLATE
60
46173-4D
SS T304 1/2 x 6
CONCRETE ANCHOR
JOB-: 2 3 4 8 4- 0 0 1 DRAWN BY: ICCC
DATE:7-30-03
VPC
VULCAN PRODUCTS COMPANY INC.
QUALITY CONCRETE
TITLE: DWG. NO.:
146173-4
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4 46173-5 1 MANHOLE COVER
4 46173-5A SS T304 3/8 PLATE
4 1 146173-513 1 SS T304 5/8 PLATE I
124 1 146173-5C I SS T 3 0 4 1/2 PLATE
1 8 1 146173-5D I SS T 3 0 4 1/2 RD BAB
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JOB- 2 3 4 8 4- 0 0 1 DRAWN BY: ICC
DATE: 7 - 30 - 03
VPC
VULCAN PRODUCTS COMPANY INC.
QUALITY CONCRETE
TITLE: DWG. NO.:
146173-5
�. 'T
Aus-5'03 jt� .2 7
W atsa3a3 U.S.P05TAGE
TETRA TECH/KCM,INC.
1917 First Avenue
Seattle, WA 98101-1027
n0ou
John Hobson
City of Renton
1055 Grady Way South 5th Floor
Renton, WA 98055
1'etra Tech/KCM, Inc.
1917 First Avenue, Seattle, WA 98101-1027
Attn: Marilyn Gamble
(206)443-5309 Fax (206) 443-5372
Submittal Transmittal Sheet
'1't/KClI Job No: 2030051-005
Project Desc. Kennydale Lakefront Sewer
Improvement
Owner: Citv of Renton
Contractor
Submittal No: Date:
Contractor: Blackwater Marine
Subcontractor or Supplier:
THIS SECTION TO BE COMPLETED BY CONTRACTOR
THIS SECTION TO
I1E ('ONIP1,ETFD
BY ENGINEER
Item
No.
Specification
Section/Paragraph
Dw . No.
Descri Lion of Submittal
Copies
Subtn.
Copies
Retd.
Review
Action
- 1l
Z
�
C�iite ( pinnv� t aiva -t %� L �� A
5
-•
1.
RECEIVED
CITY OF PEWON
UTILITY SYSTEMS
RF,VIEW ACTION LEGEND
I No exceptions taken
2 Note markings/Comments
3 Note markings/Comments — confirm in
writing
4 Note markings/Comments Resubmit j
5 Rej ected—Resubmit
CON'URACI'OR CERTIFIES TO REVIEW SUBMITTAL, VERIFICATION
OF FIELD MEASUREMENTS AND COMPLIANCE NVITII CONTRACT
DOCUMENTS el
G %
BY DATE O %
NI st b tk ned Con(ractor)
UORWARDED'r0:
Date:
SU11N111 TA1, ItECD. Tt/KCNI
BY IN11.
DA I E
REVIEW CONIPLE't ED
RETURNED:
_
COMMENTS by Tt/KCNI Reviewer:
DISI WWII ION BV TUKCM:
— .
Figure 6-1
r I '
S:\Adntin\conatavcv\(,amble\CmiatServ\Submittal'rrane. Sht.doc
IE: Bypass;
We will first build bypass
below;
All MJ's will have Maga Lugs.
Then cut sewer and place bypass.
of 4-45% bends and 3 straight pieces as in drawing
�7 0
BUBMI7TAL REVIEW
TETRA TECH/KCM iNQ REVIEW RESPONS U
Rode Maw 10 G COf*m O
ihle r#*W b rw gene a we me C abo o
Muanp or tner net be eoaeaueo a � mieft�o � .
Mp bk aPn°'m Th C par ronM we
"ee ° o.ae eoneleriq a Queue ead
�for"*"
a �� K 4►m°1al�ree of walbr, aor
Dina, � 9ft�l•16l/
08/05/2003 TUE 9; 23 FAI 425 355 5559 Quality Concrete Product
4002/002
DATE 815/2003
CONCRETE MIX DESIGN # 4501
COMPUTER RECIPE #
MAXIMUM AGGREGATE SIZE 7/8"
MATERIALS
POUNDS
(S.S.D)
ABS.
VOLUME
Cement
564
4.52
Building Sand
1350
8.16
3/8" x #4 Gravel
325
1.94
7/8" Gravel
1480
23.72
Warp.
225
1.35
Totals 3944 39.691
Admixtures oz/cwt oz/yard
Adva Cast 100 1.8 10
Daravair 1000 0.354 2
Daraset 200
W RDA 64
1
Ratio
I air content
Building Sand Dupont
2.65
3/8" x #4 gravel Dupont
2.68
Cement
2.00
Water
1.00
7/5" nmupl
2.68
08/06/2003 WED 10:55 FAX 425 355 5559 Quality Concrete Product 4002/003
r4
GL"IER
N O R T N W e 6 T
CLIENT: Quality Concrete Products
1050 North River Stree►
Partland, OR 97227
TekVvne: (503) 335-2600
FacsirrWe: (503) 3313700
TEST
JOB: Plant tests Mix A - 06-10-03
DESIGN
DESIGN S
WT.
U/M
ACTUAL WT
CEMENT
564
564
FLYASH
SAND
1350
1480
3/4"
1480
1530
3/8"
325
325
WATER
220
220
AEA
2
oz/yd
2
ADVA Cast
10
ortyd
10
DSET
oz/yd
W/C RAT.
FIELD TEST DATA
TTCKET # CAST BY: ark C SLUMP: 8"
PLANT # F..verett WEATHER: rldoor % AIR. 3.8%
TRUCK # CONC TMP: UNIT WT:
TIME: AIR TMP: YIELD:
DATE
CAST
DATE
I TESTED
AGE
DAYS
SP
SIZE
CJMEN
TOTAL
LOAD
COMP.
STRENGTH I
TYPE
DRK.
6/10/2003
6/13/2003
3 Day Lab
i
4x8
37170
2939
6/17/2003
7 Day Lab
48
59955
4773
6/24/2003
14 Day Lab
48
71880
5723
7/8/2003
28 Day Lab
4x8
0
Blackwater Marine, LLC
6
FMSK4 AK - SEATTM WA
CKWATER MARINE, LLC
12019 76 Kam NE N Khldand, Wa 98034
425-828-6434 oAfce N 425427-2105 fax
P O Bea[ 8.505 N Nikidd, AK 99635
907-776-5551 offke N 907-776-8836 fax
EMERGENC 'MANAGEMENT PLAN
(Kennydale akefront Sewer Improvement)
(August, 2003)
L Location of nearest hospitall:
Valley Medical Cen er
400 S. 43rd St.
Renton, WA 9805 5010
2. Nearest US Coast Guard Rscue Coordination Center:
USCG Station -Seattle
1519 Alaskan Way outh
Seattle, WA 98134- 192
(206)2 t 7-6750
3. Emergency victim transpo plan:
Local Ambulance — all 9-1-1
to
4. Communication at Project activate EMS:Contacts: Caroline Barnes 206-669-1579
In the event of an accident, Pr jest Superintendent will be notified.
Other Emergency Numbers
1. Divers Alert Network
Diving Emergency Hotline
1-919-648-8111 or 1-919
This hotline is staffed 24
2. Virginia Mason Medical
Hyperbaric Department
EMERGENCY MAN
The procedure to deal with a
(1) Diver action
(a) retrace steps
(b) try to free hose
(c) move slowly and
(d) if trapped in mud,
kN)
26 (collect)
a day, 365 days per year
(206)583-6543
FOR IN WATER SITUATIONS
or fouled diver such as cave-in or fouling
to tunnel out
(2) Standby diver action
(a) check diver's gas su ply
(b) carefully remove obstructions
(c) bring down extra to neling hose, if mud cave-in is anticipated
(d) assist during assent
(3) Topside action
(a) prepare for
The procedure to deal with
(1) Diver action
(a) Reduce blood loss by
(b) Reduce blood loss by
(2) Stand by diver action
(a) Improvise tourniquet
(b) Assist diver in makinj
(c) Be ready if diver goe
(3) Topside action
(a) Prepare deck chambe
surface recompression
is injury in the water:
applying direct pressure
applying pressure to a pressure point
►r pressure dressing
rapid controlled ascent
into shock
to receive diver