HomeMy WebLinkAboutWWP273426CUES, Inc. 10
3600 Rio Vista Ave.
Orlando, FL 32805
"IEEiss (407) 849-0190
Fax (407) 425-1569
Site Data for Project: new MH shattuck ave S
Site ID City
Street Date Time
1318E new MH - ' renton
7th & Shattuck ave S 03/15/2010 08:31:21 AM
M.H. Start
unmaped
Type of Pipe Pipe Size(in)
M.H. Stop M.H. Depth Starting Dist Final Dist
9.0
Sec. Igth Direction Surface Condition Operator
F- PVC
F 10 1 Away-D joirt Road Chris 7771
Comment
Observation Data
Obs ID Dist LD Code / Defect ClockPos Sevr Lv Ph1 ID Ph2 ID VchplD VidID TapeCnt
Comment
1
0
Looking down manhole
-pipes in 48' coated precast mhffunmaped
2
8.5
INSPECTION BEGIN UPSTREAM
113102.jpg
10.29
looking at broken end of pipe
Page 1 of 1
CUES
CUES, Inc.
3600 Rio Vista Ave.
Orlando. FL 32805
(407) 849-0190
Fax (407) 425-1569
Site Data
Project Name
new MH shattuck ave S
Date Time
03/15/2010 08:31:21 AM
Type of Pipe
PVC
1
H
1
Site ID City
5318E new MH - Trenton
M.H. Start
unmaped
Direction
Away-D
Distance Alpha Coded defects
0.0 Looking down manhole
8.5 INSPECTION BEGIN UPSTREAM
Street
7th & shattuck ave S
M.H. Stop M.H. Depth
9.0
Surface Condition
Dirt Road
Pict 1 Pict 2 Video Comments
Starting Dist.
0.0
Pipe Size(in)
8
Final Dist(ft)
2-pipes in 48" coated precast mh#unmaped
® 9 looking at broken end of pipe
CUES
CUES, Inc.
3600 Rio Vista Ave.
Orlando, FL 32805
(407) 849-0190
Fax (407) 425-1569
Photo #1 Data for Project: new MH shattuck ave S
Site ID
City Street
Inspection Date Time
318E new MH
renton 7th 8 shattuck ave S
03/15/2010 j 08:31:21 AM
From Manhole
To Manhole Pipe Size
Type of Pipe Direction
unma ed
1 ®
PVC 11Awa -D
Observation ID
Code/Defect
Clock Position Severity Level
2
INSPECTION BEGIN UPSTREAM
Operator
Surface Condition
hris
Observation Comment
in Road
looking at broken end of pipe
3*` .
Photo #1 113102.jpg Distance(ft/m): 8.5
Michael A Benoit
From:
Michael A Benoit
Sent:
March 15, 2010 3:52 PM
To:
Thomas Main
Subject:
Shattuck Project
Attachments:
Shattuck.pdf
We reviewed the video the shops did on the broken pipe. It appears that you can see the clamp where the
boot connects to the manhole but the pipe is whole where the outer part of the boot clamps to it. Since the
pipe is still secure in the boot and the bottom of the pipe provides a continuous channel we do not see any
large potential for flow or I & I problems. Further, since there does not appear to be any additional cracking we
should not have any structural problems.
Attached is the sketch I did for the 100% review. This is obviously a field fit situation. I would say whatever we
can easily fit so the vactor can go virtually grill first toward the manhole and get as close as possible. Note that
the barrel of the manhole is westerly of the lid.
Also, there is a 1' riser above the cone. If, as part of the final restoration, the contractor (or our crew in
coordination) could remove the riser and reset the ring and lid without any significant regrade it would make
our access easier. If not, oh well.....
Thanks
Michael Benoit
Project Manager
Wastewater Utility
City of Renton
(425) 430-7206
Tracking:
A*
lu PUBLIC WORKS DEPARTMENT
'F7R,' M E M O R A N D U M
DATE: May 5, 2009
TO: Derek Akesson, Transportation Design Supervisor
FROM: Mike Benoit, Wastewater Utility (ext. 7206) a,0
SUBJECT: Shattuck Avenue South Storm Water Pipe Installation and
Restoration of RR Undercrossing —100% Submittal
The Wastewater Utility has reviewed the 100% Submittal and has the following
comments and questions:
PLANS
Sheet RP03:
The plans show a "curb ramp" at the south side of the sidewalk going under the bridge.
With the probability of the wastewater crews pulling a vactor truck up to access the
adjacent sanitary sewer manhole, the ramp and sidewalk immediately adjacent should
probably be heavier (10" thick). Also, because of the narrow width of Houser and the
size of the vactor, they probably will not approach head-on. They will probably approach
from the east and pull in angled slightly north of due west. Is it possible to extend the
concrete further east on Houser a few feet?
Sheet SG03:
Plans call for an R4-303 MOD C (Sign No. 19) to be installed west of the sidewalk going
under the bridge. Our sanitary sewer manhole is at that location. See the `Houser Way
Intersection Plan' (RD03) that shows both the manhole and sign. Could that sign be
placed further west about six feet? That should be out of our way for accessing the
manhole.
Sheets RP03, RDO1, &LSOI:
Design of the concrete pad provided for maintenance access to the manhole north of the
bridge seems to be missing some information. The east side of the pad would appear to
cut into the slope without any stabilization (retaining wall, etc.) identified.
Suggest rotating pad to just past perpendicular with the sidewalk, with the north side
skirting just past the concrete pad poured for the street light. The east edge of the pad
would end west of the manhole. This would not cut as far into the slope as shown. The
pad would have to end far enough away from the manhole to protect the integrity and
leave enough room for what bank stabilization may be necessary (see attached sketch).
There is a one -foot riser above the cone that can be removed and preference would be
removal, if it can be incorporated in bank stabilization.
AL
Akesson/100% Shattuck Ave
May 5, 2009
Pagc 2 of 2
Also, the detail for the driveway (RDO1) specifies 6" concrete. Would suggest specifying
l 0" minimum for the driveway and the sidewalk it crosses.
The curb and gutter between Sta 101+85 and 102+10 would make it difficult to swing the
vactor truck. if possible, please continue the depressed curb and gutter to give them a
little more swing radius.
Attachment
cc: Lys Hornsby, Utility Systems Director
Rich Marshall, Wastewater Maintenance Supervisor
H:\File Svs\WWP - Waste Water\WWP-27-3426 Shattuck Ave S Stormwater Bypass\Shattuck Review
02.doc\MABtp
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2. SEE DWG SDO1-SDO3 FOR UTILITY PROTECTION, REMOVALS OR
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END CONSTRUCTION
SHATTUCK AVE 22+33
A''TLjCK
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SIGN. PAID AS PERMANENT SIGNING.
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CONTRACTOR TO CONTACT BNSF
SEE DWG SGOI-SGO3 FOR RELOCATION.
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REMOVE SIGN. PAID AS PERMANENT SIGNING.
10
REMOVING PAINTED CROSSWALK LINE.
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RESET EXISTING MONUMENT.
SEE DWG RP03 FOR LOCATION.
11
FLAG TREES TO BE RETAINED AND PAINT WITH ORANGE OR WHITE "X"
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RELOCATE LIGHT POLE. SEE DWG TS01 FOR LOCATION.
SET CLEARING LIMITS AROUND EXISTING TREES TO BE PRESERVED BASED
ON RECOMMENDATION FROM CITY ARBORIST.
HISTORICAL MARKER.
PLACE HIGH VISIBILITY FENCE ALONG CLEARING LIMITS AROUND EXISTING
CREMOVE
SEE DWG RD03 FOR LOCATION.
TREES TO REMAIN.
REMOVE TREE 20 0 20 40
12
13
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CONSTRUCTION NOTES:
O7AC06RDINATE
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SYSTEM DETAIL AND PLACEMENT LOCATIONS.
....
....................... .....
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101+00
102+00
103+00
24 SEE DWG RD03 FOR INTERSECTION DETAILS.
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PROFILE
20 0 20 40
SCALE: H: 1" = 20'
V. 1"=5'
SCALE IN FEET
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IMPROVEMENTS PROJECT
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rn 10900 NE 8TH STREET, SUITE 750Y.DARMAWAN "� RENTON SHATTUCK AVE S STORMWATER BYPASS
o BELLEVLIE, WASHINGTON 98004 �+� DATUM
PHONE: (4M454-5600 FAX: (425)454-0220 ♦fir' r� CITY OF RENTON DATE � P-013RIEN Lqt� Public Works Dept. ROADWAY PLAN AND PROFILE RP03
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CEMENT CONCRETE
CURB AND GUTTER
SEE DWG RD03 FOR DETAIL
CEMENT CONC. DRIVEWAY ENTRANCE TYPE B DETAIL
PROPERTY LINE PROPERTY LINE
nL.w LA1J1. wmmLnVV L SHATTUCK STA 15+05.65
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_ T/C=25.82
T/C=26.21'
I I
FL=25.65'
FL=25.71'
6" THICK CEMENT CONCRETE
15+00
NOTE:
(RESIDENTIAL DRIK)!
SHATTUCK AVE. R/W
FOR EXPANSION JOINT DETAILS
SEE CITY OF RENTON STD. PLAN F-03.
CEMENT
CONC. DRIVEWAY ENTRANCE
TYPE A DETAIL
M°o oMomn vlfa
a
DMJM HARRIS I AECOM
10900 NE 8TH STREET, SUITE 750
o BELLEVUE, WASHINGTON 98OD4
PHONE: (425) 454-5600 FAX: (425) 454-Mo
. 2
�E.y' Al frP,P APPROVED FOR CONSTRUCTION
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CITY OF RENTON DATE
1L T�
REVISION
7'
5.5' 0.5'
CEMENT CONC.
SIDEWALK -,
'10" THICK CONCRETE
4" CSBC
PROFILE VIEW
CEMENT (
SIDEWALK
i
NOTE: \\\�DEPRESSED CURB AND GUTTER
FOR EXPANSION JOINT DETAILS 6 SEE DWG RD02 FOR DETAIL
SEE CITY OF RENTON STD. PLAN F-03. MIN. 10' THICK CEMENT CONCRETE
IN APPROACH AREA
CEMENT CONC. DRIVEWAY ENTRANCE TYPE C DETAIL
6'
2'
6"Z 1:12
_MAX
3/8" EXPANSION JOINT
SEE RENTON STD. PLAN F-03
L 4"
MATCH EXISTING
PAVEMENT ELEVATION CEMENT CONCRETE SIDEWALK
SEE DRAWINGS RS02 & RS03
DETECTABLE WARNING PATTERN FOR WIDTH INFORMATION —
SEE DETAIL ON RENTON STD. PLAN F13-1 —/
SIDEWALK RAMP TYPE 5
SIDEWALK RAMP WIDTH
AS SHOWN ON
DWG RP I- CEMENT CONCRETE TRAFFIC
37. MAX CURB AND GUTTER
-- 2% (ON STREET SIDE)
URB VARIES FROM 0" TO 6"
4" CEMENT CONCRETE SIDEWALK
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SECTION
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DATUM
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NOTES:
1. A MINIMUM 4' WIDE ACCESSIBLE ROUTE SHALL BE
MAINTAINED IN ALL PEDESTRIAN ACCESSIBLE AREAS.
2. CONTRACTION JOINTS SHALL BE PLACED ALONG SIDEWALKS
AT 15' MAXIMUM SPACING. ALL JOINTS SHALL BE CLEANED
AND EDGED.
3. DUMMY JOINTS TO BE PLACED AT 5' INTERVALS AND ALL
SIDEWALK JOINTS TO MATCH CURB AND GUTTER JOINTS.
4. CEMENT CONCRETE DRIVEWAY ENTRANCE TYPES A, B & C
SHALL BE CONSTRUCTED OF AIR -ENTRAINED CONCRETE CLASS
3000 AND MAY BE POURED INTEGRAL WITH CURB.
AM CITY OF
-� UNTON
Public Works Dept
FED AID NO.: ARRA-STUPL-ffH(fff)
IMPROVEMENTS PROJECT
PHASE 1 1M0[
SHATTUCK AVE S STORMWATER BYPASS
PAVING DETAILS RD01
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10900 NE STH STREET. SUITE 750
$ BELLEVUE. WASHINGTON 99004 aver
PHONE: (425)454.5600 FAX: (425)454-OMNit
APPROVED FOR CONSTRUCTION
CITY OF RENTON DATE
REVISION
K. SMITH 1•.20'
awwe
R. EDRALIN
arcan �_
M. DE LILLA
NMO,tR
vximr
K. SMITH
CONSTRUCTION NOTES:
OCONNECT NEW 48" PSD TO EXISTING
STORM VAULT AT EL. 14.45' (FROM
SW 7TH AS—BUILTS) AND NEW 12- SO
AT EL. 19.87'
C2 REPLACE EXISTING WATER
SERVICE LINE TO MAIN (PIPE AND
INSTALLATION BY CITY).
O3 PROTECT EXISTING METER AND
METER BOX
OREPLACE
EXISTING WATER
METER AND METER BOX
(BY CITY)
OCONNECT
EXISTING STORM LINE
TO NEW CATCH BASIN, VERIFY
EXISTING PIPE DEPTH PRIOR TO
CONSTRUCTION
PLUG AND FILL EXISTING STORM
O8
DRAIN PIPE
OPROTECT
GAS LINE (COORDINATE
WITH PSE)
O10
UTILITY POLE RELOCATION
(BY PSE)
11
CONSTRUCT 8- SANITARY SEWER
THROUGH MANHOLE IN 14" STEEL
CASING. SEE DETAIL, DWG SDO6.
12
PROTECT EXISTING BURIED
TELEPHONE CONDUIT
(COORDINATE WITH OWEST)
13
PROTECT EXISTING BURIED POWER
LINE (COORDINATE WITH PSE)
14
PROTECT EXISTING BURIED
TELEVISION (BTV) LINE
(COORDINATE WITH COMCAST)
15
GAS MAIN RELOCATION (BY PSE)
19
BURIED POWER LINE RELOCATION
(BY PSE)
20
SEE SHEET SDO4 FOR PROFILE
21 CONNECT EXISTING SANITARY
SEWER SERVICE TO NEW 8" PVC
SEWER SERVICE, VERIFY EXISTING
PIPE DEPTH PRIOR TO
CONSTRUCTION
22 PLUG do ABANDON EXISTING SIDE
SEWER. RECONNECT TO NEW 8" SS
27 CONNECT NEW SANITARY SEWER LINE
TO EXISTING SANITARY SEWER
MANHOLE, RECHANNEL MANHOLE
29 RELOCATE EXISTING BURIED
TELEVISION (BTV) LINE ADJACENT
TO EXISTING BURIED POWER
(COORDINATE WITH COMCAST)
30 TELEPHONE PEDESTAL
RELOCATION (BY OWEST)
32 ABANDON STORM DRAIN MANHOLE
36 REMOVE EXISTING CATCH BASIN*
37 REMOVE EXISTING STORM DRAIN PIPE*
38 REMOVE ABANDONED SANITARY SEWER*
39 REMOVE EXISTING MANHOLE*
44 BURIED TELEPHONE (BT) SHOWN MAY
NOT EXIST. TELEPHONE IS OVERHEAD,
VERIFY PRIOR TO CONSTRUCTION.
*UTILITY REMOVALS PAID FOR BY
"REMOVAL OF STRUCTURE AND
OBSTRUCTION`.
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0+00 1+00
SEWER PROFILE 20 0 20 40
SCALE: H: 1' - 20'
V. 1"-10' SCALE IN FEET
IMPROVEMENTS PROJECT
AM CITY OF PHASE 1
RENTON SHATTUCK AVE S STORMWATER BYPASS
DATUM P.erc worxe Dept. STORM DRAINAGE 8 UTILITIES S D01
FED AID NO.: ARRA-STUPL-1100(/i/) PLAN AND PROFILE STA 10+00 TO 13+50
4 n_ 7 1 7 'i d 7 R
SECT.18 T.23N. R.5E. W.M.
'3
R1 V. 2 6.
C'R. CHAN.
7.F.3
STA 10+41 25' LT TA 4+92. 26' LT 01
0'
—AREA O� Ag'-NDOHED `A-4H 14+ D4, 21' LT
[M AREA, Of -.—I- IIA.R-1 'T�
Ri .59 i T
C� CHANI.
.97 -QA=- TIUCK-AVE,- 0 A-4-4
0
4, 21' LT TA +92, 26ZLT
M FO F
-T 4 ---t - - - - - - - -
71, F0 FnO
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F -U-� -FO—FO— H21
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S MH2301 rs SS — , III* U)
1714 10' + 2-30 Ss SS S 18'
S -L-
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S C 2'CoNr. '3+00 1144-1714 T h6.00
SE SO
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STA 10+45, 10' LT In
'2 --- - - - - - - - - - - - - - - --- - - - - - - - - - -
- - - - - - - - - - --
LT,(IL) I AS
IS L.1 IS CALLED
'PROPOSED TELF Oucl, m4
1987 SHATruCK AVE. �OUTH
L14TERCE-TOR SEWER PLANS.
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&
STA 18+ YD 6/ LIT
Pt 'OP
Y C W
--:7- V\ Fw 5.CE law iEyF
ONE L
In BP— ROAD aHEAD 1 04
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SS C9.4C,
SS 12
E io SS (ALIAND.) H8
LL. 211+43.07
< r--1
& 21+00 Es 19+00 VH.849 7.
P%�c
G G 0 a P
I- L9
z W W 16'
I- — -17+00 1
vv W —W —W 11 W W —W
BT 9T B El
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v i'29
1 1& CONE. nq 0
AJ�EQR 6.
i
-CONC. SIDEWALK SIUTREET
< I 4
T8.5' i.4014 FENCE
W-ligT I H2S 3 STA 21+17 6.5' RT
CONSTRUCTION NOTES
j
-18.42 1
0 1 INSTALL 3" SCH. 80 CONDUIT
TELF- oicr DN
CAP END OF CONDUIT 100 14S uNE IS CALLED WT AS
J
1987, SHATFUCK AVE SO -*---*I
INSTALL WSDOT TYPE 8 JUNCTION BOX (LOCKING LID) MARKED COMM. J%4TERCEPTOR SEWER PLANS
0
REPLACE EX HANDHOLE WITH NEW TYPE 8 JUNCTION BOX IN NEW SIDEWALK
RosEWATER PLAN 20 0 20 40
CUENTSIPEOPLEIPERFORMANCE V) SCALE. 1" 20'
1@0% IIBUIMC[N&L
SIATILt, 1111161 - 3031 SCALE IN FEET
APPROVED FOR CONSTRUCTION RAINIER AVE S (SR 16-7)
IMPROVEMENTS PROJECT
DMJM HARRIS I AECOM K-SNTH CITY OF PHASE 1
A ID900 I 8TH STREET, SUITE 750 R- RENTON SHATTUCK AVE S STORMWATER BYPASS
BELUEVUE. WASH IINGTON 98004 EDRALINDATUM
PHONE: (425) 454-5600 FAX: (425) 4 54.0= CITY Or RENTON DATE Public Works Dept. FIBER OPTIC PLAN SD09
R. EDRALIN
FED AID NO.: ARRA-STUPIL-Ijif(fif) 40 W48
REVISION 8Y DATE 1-WIPt, K.
n
01
0
u
i
o:
( EXISTING 2 6 1 \\
'POWER VAULT. \
EXISTING \\
\; ST. LIGHT \
_.
_-� EXISTING II 5
CONDUIT II +� 3 �, 3
_ }
18+00 II I U ,\;
I \\
\1 A}
i HOUSER WAY S.
CONSTRUCTION NOTES:
- Oj INSTALL NEW CITY STANDARD SERVICE CABINET
FOR STREET CONTROL AND TRAFFIC 'SYSTEM
WITH A PHOTO CELL.
OREMOVE EXISTING CONDUIT DURING TRENCH
OPERATION AND INSTALL NEW CONDUIT FROM
POWER VAULT TO SERVICE CABINET.
O INSTALL NEW TYPE B JUNCTION BOX.
OINSTALL 2" PVC CONDUIT WITH 3-#14 AWG AND
6-#8 AWG CONDUCTORS.
a .
A
E
UOO�oO�M�L►vU��l�°L�
SECT.18 T.23N. R.H.W.M.
1
\� 1
11.
STME PLATE
1'\ 11 \ 9 Ivi �• SAY cov.-
Imp
gomp-
, W-0-maggla-
10'
20+00 u 21+00
17:-
EXISTING
\ Z� ST. LIGHT
TO REMAIN
A
\\
13
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\ A
;r
r
\ L
7
\
.4
\
PLAN
SCALE_ 1" �, 20'
OREMOVE EXISTING STREET LIGHT DURING TRENCH
OPERATION AND RELOCATE AS REQUIRED WITH
STREET CONSTRUCTION IMPROVEMENTS AND
INSTALL PEC ON TOP OF POLE.
6C INSTALL 2" PVC CONDUIT WITH 2-#8 AWG
CONDUCTORS FROM RELOCATED STREET LIGHT TO
JUNCTION BOX FOR STREET LIGHT PLUS 3-#14 AWG
FOR PEC.
7OEXISTING 2" CONDUIT SERVICE TO EXISTING SERVICE
CABINET AT SHATTUCK AVE. AND S 4TH ST.
8O SEE SHEET. TS03 FOR SACRIFICIAL BEAM
ELECTRICAL DETAILS.
4 Vs
1(
I o
S. 4TH PL.
� \
�i
1
1
1
1
i
---'fl SHATTUCK AVE.
--`�- -
- O -�- -
�c
11 22+00
SHATTUCK AVE.
gOSEE SHEET TS02 FOR HEIGHT DETECTION
WARNING SYSTEM ELECTRICAL DETAILS.
10 INSTALL 2" PVC CONDUIT WITH 6-#8 AWG FOR
HEIGHT DETECTION WARNING SYSTEM, FLASHING
BEACONS AND UNDER STRUCTURE LIGHTING AND
1-#8 AWG GROUND.
11 INSTALL 2" PVC CONDUIT WITH 4-#8 AWG
(2-#8 POWER TO NORTH HEIGHT DETECTION
WARNING SYSTEM AND 2-#8 AWG TO WARNING
LIGHTS ON BEAM AND RAILROAD STRUCTURE)
AND 1-#8 AWG GROUND.
END PROJECT
END CONS T RUC T 1
SHATTUCK AVE
12 INSTALL 2" PVC CONDUIT WITH 2-#8 AWG
FOR FLASHING BEACONS AND 1-#8 AWG GROUND.
13 INSTALL 2" PVC CONDUIT WITH 2-#8 AWG FOR
UNDER STRUCTURE LIGHTING AND WARNING LIGHTS
AND 1-#8 AWG GROUND.
20 0 20 40
SCALE IN FEET
a -''- RAINIER AVE S (SR 167)
GT W MfrF APPROVED FOR CONSTRUCTION �� ' we■�„,M, IMPROVEMENTS PROJECT
o P 1" - 20' amo"rr Mo
DMJM HARRIS I AECOM D.BELLUOMINI n CITY OF PHASE 1
10900 NE STH STREET, SUITE 750 Y.DARMAWAN RENTON SHATTUCK AVE S STORMWATER BYPASS
BEl1EVUE, WASHINOTON 98004 � �� DATUM T
$ ` F—°MC i Public Works Dept. 1 S0�
PHONE: (425) 454 5000 FAX: (425) a54 0220 %�� '.L �t CRY OF RENTON DATE &LASZLo ; P ' TRAFFIC SYSTEM AND
FED AID NO.: ARRA-STUPL-1111(//#) WARNING LIGHT SYSTEM
REVISION BY DATE APPR R.MEYER
nl-I017141AIOIR
w
0
O
U
W
LL
O
Y
M
O
O
O
:.ROOK:RETAINING. WALL
CONCRETE SLOPE `.PROTECTION
W EMBFDD.ED ROCK.
I .
_._ ... _ -
J
DETAIL 'GRADING PLAN 10 0 10 20
Y
V
J
O
SCALE IN FEET
9 0 0% � l� o �]044LQd
RAINIER AVE S (SR 167)
EDAW AECOM ��� APPROVED FOR CONSTRUCTION om@ 1'=20' IMPROVEMENTS PROJECT
EDAW ,n..P—m% CITY OF PHASE 1
TB .°�� RENTON SHATTUCK AVE S STORMWATER BYPASS
710 Second Avenue, ' . DATUM
Suite 1000 CITY OF RENTON DATE B vtl Pubtle Works Deft. LS01
Seattle, Washington 98104 ,� .;,,.�, LANDSCAPE GRADING PLAN +s
(206) 622-mm
1176""* FED AID NO.: ARRA-STUPL—i;/i(/fi)
g NO. REVISION BY DATE AMR RL
CUES
CUES, Inc.
3600 Rio Vista Ave.
Orlando, Fl- 32805
(407) 849-0190
Fax (407) 426-1569
Site Data for Project: 7th And Shattuck
Site ID City Street Date Time
1 Renton 614 Shattuck 09/30/2009 07:44:18 AM
M.H. Start M.H. Stop M.H. Depth Starting Dist Final Dist
5318212 5319020 9.11
Type of Pipe Pipe Size(in) Sec. Igth Direction Surface Condition Operator
PVC 18 18 Away-D aved Asphalt Eric
Comment
Observation Data
r ...._ r-1....I.Dnc Sav1 v Phi ID Ph2 ID VchotD VidlD TaoeCnt
Comment
Obs ID
1
Dlst
0
Lu
%louQ, .,Q.a..
Looking down manhole
..........,�
., .. __
—
— —
- -
3.99
2-pipes in 48" dated precast mh#5318212
INSPECTION BEGIN UPSTREAM
5.42
2
8.0
CONNECTION FACTORY RIGHT
106.22
goodoonnection
3
71.1
4
173.9
CONNECTION FACTORY RIGHT
257.64
goodconnection
5
201.9
CONNECTION FACTORY RIGHT
305.63
goodconnection
INSPECTION END DOWNSTREAM
343.84
2-pipes in 48" coated precast mh#5319020 depth of manhole is 10 feet
6
224.1
Page 1 of 1
CUES '
Project Name Site ID City
7th And Shattuck 1 Renton
Date Time M.H. Start
09/30/2009 07:44:18 All 5318212
Type of Pipe Direction
PVC Away -D
IN
1
Site Data
Distance Alpha Coded defects
18212 0.0 Looking down manhole
8.0 INSPECTION BEGIN UPSTREAM
71.1 CONNECTION FACTORY RIGHT
173.9 CONNECTION FACTORY RIGHT
201.9 CONNECTION FACTORY RIGHT
CUES, Inc.
3600 Rio Vista Ave. '
Orlando, FL 32805
(407) 849-0190
Fax (407) 425-1569
Street
614 Shattuck
M.H. Stop M.H. Depth
5319020 9.11
Surface Condition
Pared Asphalt
224.1 INSPECTION END DOWNSTREAM
Starting Dist.
0.0
Pipe Size(in)
18
Final Dist(ft)
+224.2
Pict 1 Pict 2 Video Comments
2-pipes in 48" coated precast mh#5318212
goodconnection
goodconnection
goodconnection
2-pipes in 48" coated precast mh#5319020 depth o
YA
PUBLIC WORKS DEPARTM T
1:R ,
M E M O R A N D U M
DATE: November 19, 2008
TO: Derek Akesson, Transportation Design Supervisor
FROM: Mike Benoit, Wastewater Utility (ext. 7206) 4f6
SUBJECT: Shattuck Avenue South Storm Water Pipe Installation and
Restoration of RR Undercrossing - 90% Submittal
The Wastewater Utility has reviewed the 90% Submittal and has the following comments
and questions:
PLANS
Sheets RP03 & LS2
There are existing sanitary sewer manholes at approximately STA 19+10 RT 19'
(MHE 1), STA 20+21 RT 20' (MHE2), and STA 20+65 RT 0' (MHE3). It is not totally
�i clear to us what is being planned for curbing and sidewalk. The Wastewater Utility
wants to make sure that we maintain viable access to clean the sewer system.
N _7 Specifically, that would mean the ability to drive in and park our vactor / rodder truck
head-on up to the manhole(s) or to park parallel to the manhole no more than ten feet
away. Manhole MHE2 is of particular interest. The sewer main coming into this
manhole from the east is not easily accessible for cleaning except from this manhole.
In addition to maintaining access to the manholes, there should not be any trees planted
within ten feet of our existing sewer mains. Also, consideration should be given to the
Z 1 location of manhole MHE3 as related to the new curb and gutter. Depending on how
things stake -out in the field, the manhole cone and lid may need to be rotated 180 degrees
and new ladder rungs installed or the curb and gutter may need to be relocated.
Q1,APt Qnni
SSMH#1 to SSMH#2 is proposed at 1.6%. The existing main is installed at about 0.4%.
While we would prefer the higher slope on a low use main such as this, we would like to
�-�� ✓ double check on what information or assumption was used to determine that the
shallower main will be deep enough for the side sewers. Unless we are real comfortable
in the information we have, we would choose to be conservative in design and bid rather
than learn during construction that the new main is not deep enough.
Renton standard is to have a 0. P fall across manholes unless otherwise approved. If
21 S there is a reason we cannot get 0.1', please let us know.
Is there specification or detail for the "plug and abandon existing sewer services"? We
-Z-1 H J would like to ensure that the cut and plug is as close to the sewer main as possible within
Akesson/90% Shattuck Ave
November 19, 2008
Page 2 of 3
the expanse of the storm trench. The method of cutting and plugging the side sewer
should provide the best assurance possible of preventing infiltration into the sewer
system.
Sheet SD02
Existing manhole MH2181: This manhole needs to be replaced with a new manhole or
--1 we need to be provided information showing that the structural integrity of the manhole
will be preserved when relocating the sewer connection from the northwest.
Note 23, in order to cover either contingency, should read "PROTECT OR RELOCATE
SANITARY SEWER SERVICE."
Sheet SD04
,o+r Profile STA 17+23: See comment for Note 23 from sheet SD02.
Z`o3 Profile CB#4: Existing manhole MH2181 should read [IE=16.18 18" PVC (N/S)].
Zg Z Proposed SSMH#3 should read [IE=18.08 8" PVC (E)].
SUMMARY OF QUANTITIES
We would like to suggest that you make "TESTING SEWER PIPE" incidental to the bid
T3 item for the installation.
Should there be a bid item for "RECONNECT EXISTING SEWER TO NEW
MANHOLE" or will it be identified as incidental to the installation of the manhole?
There would be a total of three reconnections into two new manholes.
SPECIAL PROVISIONS
Section 7-08.3(2) H Sewer Line Connections:
The first line should be amended as such:
�Z$ Section 7-4408.3(2) H is supplemented by adding the following:
The second and third paragraphs should be revised to read:
Unless otherwise approved by the Engineer, all connections of lateral sewers to existing
mains shall be made through a cast iron saddle secured to the sewer main with stainless
3 Zrt ✓ steel bands. When the existing main is constructed of vitrified wPv'C, plain or
reinforced concrete, cast or ductile iron pipe, the existing main shall be core drilled.
When the existing, main is constructed of vitrified clay. the main shall be re -sectioned
3 ZL with flexible couplings. Fernco or approved equal.
Connections (unless booted connections have been provided for) to existing concrete
manholes shall be Rer_Sectign 7-05.3(3 etffe ElFiNed id 4hall fi 0" ibbeF
.. .
Ashe4es Cement eollan OF Wie ti e011ieal type Pehible sea! equal to Koi- N Seal. !IV(;
H:\File Sys\WWP - WasteWater\WWP-03-0000 Correspondence - Wastewater\MikeB\Shattuck Review
O l .doc\MABtp
Akesson/90% Shattuck Ave
November 19, 2008
Page 3 of 3
Section 7-17.3(2) H Television Inspection:
Revise this paragraph to read:
Once the television inspection has been completed the contractor shall submit to the
Engineer the written reports of the inspection plus the video tapes. Said video tapes are to be
in color and compatible with the City's viewing and recording systems. The City system
accepts 1/2" wide high density VHS Tapes. The tapes will be run at standard speed SP (1
5/16 I.P.S.). The City will also accept video submittals on DVD viewable on a standard
slaver or a CD/DVD compatible with Cues DataCAP 4.0.
cc: Lys Hornsby, Utility Systems Director
Rich Marshall, Wastewater Maintenance Supervisor
H:\File Sys\W WP - Waste Water\WWP-03-0000 Correspondence - Wastewater\MikeB\Shattuck Review
01.doc\MABtp
+ PUBLIC WORKS DEPARTMENT
M E M O R A N D U M
DATE: April 29, 200A
TO: Bob Hanson, Transportation Design
Jun Aesquivel, Transportation Operations
Bob Mahn, Transportation Planning
Allen Quynn, Surface Water Engineering
Mike Benoit, Wastewater Engineering
Abdoul Gafour, Water Engineering
FROM: Derek Akesson, Transportation Design, extension 724'
SUBJECT: Rainier Ave. S (SR 167) Improvements Project
Phase 1: Shattuck Ave. S Stormwater Bypass
100% Submittal
Attached please find a copy of the 100% submittal for the Shattuck Avenue South project
for your review and comments.
The submittal includes: Plan set
Specifications — Special Provisions
90% Review Comments and Responses
90% List of New Items
Plans & Spec markups from 90% review
Please return any written comments or markups to me by May 8, 2009, if possible.
Attachments: As noted above
cc: File
0
H:\Division.s\TRANSPOR."rAT\DESIGN.ENG\PROJECTS\T12703 - Rainier Ave - Grady Way to S. 2nd St\TED
40 XXXX (Rainier Ave. Street Improvements - Shattuck drainage diversion)\CityWEMO_100% submittal.DOC
a
NEW ITEMS LIST
TRANSPORTATION SYSTEMS DIVISION
Project Name Shattuck Ave. S — Storm water pipe installation and restoration of RR undercrossing
Submittal Type (50%, etc.) 90% Date of Review 3-9-09
File: Document2
CAG Number 06-082
Date of Response 4-20-09
Item
Type
No.
Addl.
Addl.
Comments
Responses
Name
#
Name
1
2
Ref.1
Ref.2
1
D Akesson
D
RP02
STREET REVISIONS: Extend proposed
Revised DWG's per request
A. Laszlo
Renton -
sidewalk at STA 14+44.28 to approx. STA.
Transportation
14+03 (along length of property with relocated
fence). Terminate with ramp into parking area.
Update quantities and other DWGS as
appropriate.
2
D Akesson
D
RD02
STREET REVISIONS: Fill in missing sidewalk
Revised DWG's per request
A. Laszlo
Renton-
link between STA 15+64.42 and STA 16+14.86.
Transportation
Update quantities and other DWGS as
appropriate.
3
D Akesson
D
RP02,
STREET REVISIONS: The property owner of
Maintained driveway location per 90%
A. Laszlo
Renton -
RD01
the parcel between STA 14+85 and STA.15+10
submittal
Transportation
on the west side of Shattuck (Mazatlan
restaurant) has indicated that he no longer wants
driveway access from Shattuck. The City may
grant once we receive written statement from
property owner. This would result in the
elimination of the driveway cut and addition of
sidewalk. The City will inform AECOM to
proceed when written confirmation is received.
In the meantime, do nothing until the City
indicates otherwise.
'l Type: D = Drawing SP = Spec R = Report CE = Cost Estimate SC = Schedule CA = Calculation SK = Sketch
2l No: Drawing number, Spec number, Page number, Paragraph number, etc.
n
Shattuck Avenue S
90% Review Comments
Page 1
Item
Type
No.
Addl.
Addl.
Comments
Responses
Name
#
Name
1
2
Rei.1
Rei.2
4
D. Akesson
D
STREET REVISIONS: Add fiber optic conduit
Added fiber optic drawing SD09.
A. Laszlo
Renton -
underneath sidewalk from S 4`h Place to S 7th
Transportation
Design
Street. Conduit size is 3" dia. schedule 80 PVC.
The cost of construction of the conduit needs to
be separated out (easily identifiable line item).
We will discuss routing in more detail at our next
meeting.
5
D Akesson
D
ST04
STREET REVISIONS: Since settlement is
Removed pavement seat and reinforcement
A. Laszlo
Renton -
expected in the sacrificial beam foundations, it is
p
per suggestion.
Transportation
not clear if the reinforced concrete approach
slabs or pavement seats are warranted. As a cost
saving measure, suggest removing pavement
seats and reinforcement in approach slabs. Leave
dowel bars between concrete panels placed under
RR bridge. Remove pavement seat from
sacrificial beam foundation.
6
D Akesson
D
RD03,.
STREET REVISIONS: As a cost saving
Revised drawings to show depressed
A. Laszlo
Renton -
RP03
measure, the City proposes to replace the
sidewalk. Removed new work from Sta
Transportation
elevated sidewalk across Shattuck Ave. S at the
21+22 to Sta 21+92
intersection with S 4th Place with a depressed
sidewalk. Furthermore, the City proposes to
eliminate the proposed new sidewalk and storm
drain improvements on the east side of Shattuck
between approx. STA. 21+22 to STA. 21+92.
We will discuss in greater detail at our next
meeting.
Type: D = Drawing SP = Spec R = Report CE = Cost Estimate SC = Schedule CA = Calculation SK = Sketch
�=l No: Drawing number, Spec number, Page number, Paragraph number, etc.
Shattuck Avenue S
90% Review Comments
Page 2
Item
Type
No.
Addl.
Addl.
Comments
Responses
Name
k
Name
(1)
(2)
Ref.1
Ref.2
7
MBonoit—
D
SD03
STREET REVISIONS: City Wastewater
Installed driveway and bollards. See DWG
A. Laszlo
Maintenance needs to be able to access existing
RP03 and details on DWG RDO1
WW
Wastewaterr
SSMH labeled "MH2987" at approx. STA 20+21
RT 20' with a vactor truck to clean the system.
They must be able to drive in and park head-on
up to the manhole or park parallel to it, no more
than 10 feet away. This will require a concrete
driveway (I6-feetwide, 10-inches thick) and
driveway cut on west side of Shattuck just north
of height detection beam. Removable bollards
should be installed across the driveway entrance.
8
AGafour—
D
LS02
LANDSCAPE REVISIONS: The water utility
Due to sidewalk relocation and existing
A. Laszlo
Renton
objects to the installation of trees in the vicinity
waterline the new trees have been removed
Water
of the 16" water main. This is an old line that
will require maintenance and repairs. The trees
interfere with maintenance operations.
9
B. Hanson
D
SP03,
LANDSCAPE REVISIONS: Because of the
Added construction notes on DWG SP03 to
A. Laszlo
Renton -
RP03
Water Department concerns listed above, the
indicate tree removal, maintaining and
Transportation
proposed new trees (4 total) between the RR
protection.
bridge and S 4`h Place are no longer necessary.
Additionally, all the existing trees on the east
side of the ROW, north of the RR bridge are to
remain except the Tulip Poplar since it poses a
hazard. We will discuss in more detail at our next
meeting.
'l Type: D = Drawing SP = Spec R = Report CE = Cost Estimate SC = Schedule CA = Calculation SK = Sketch
No: Drawing number, Spec number, Page number, Paragraph number, etc.
Shattuck Avenue S
90% Review Comments
Page 3
N
Name
Type
1
No.
Addl.
RRef.1
Addl.
Ref.2
Comments
Responses
Name
FItem
to
B. Hanson
D
.21.
SP03,
STREET REVISIONS: The sidewalk north of
Revised sidewalk location per request
A. Laszlo
Renton -
Transportation
RP03,
Tsot
the RR bridge is to be relocated to the west.
Place the west edge of the relocated sidewalk 6-ft
from the face of curb. Tie the sidewalk in with
the concrete driveway. With the changes above,
the existing street light, north of the RR bridge,
on the east side of Shattuck will remain in its
current location.
I I
B. Hanson
D
LS02
LANDSCAPE REVISIONS: Remove Black
Plan list and planting plan will be revised
A. Laszlo
Renton -
Transportation
Replace
p Lace Elder and Snowber�'
per comments.
Pennsylvania Sedge with Mahonia Nervosa
(Oregon Grape). Replace Rosa Rugosa with Rosa
Rugosa Fru Dagmar Hastrup Cultivar. Place the
roses in both embankments from top of slope to
bottom. Place Autumn Moor Grass at south end
of RR bridge between sidewalk and curb. Place
Autumn Moor Grass at north end of RR bridge
between, sidewalk and curb. Place Oregon Grape
everywhere else. We will discuss at our next
meeting.
U
'I Type: D = Drawing SP = Spec R = Report CE = Cost Estimate SC = Schedule CA = Calculation SK = Sketch
No: Drawing number, Spec number, Page number, Paragraph number, etc.
Shattuck Avenue S
90% Review Comments
Page 4
Type
No.
Addl.
Addl.
Comments
Responses
Name
1)
2)
Ref.1
Ref.2
F
FDAkesson
D
RD03
STREET REVISIONS: Do the new islands in
SU vehicles will need to approach from
A. Laszlo
Shattuck at the intersection of S 4thPlprovide
either EB 4th PI or SB Shattuck Ave to enter
ation
Derek
enough room for an SU vehicle turn into
driveway on the east side since SU vehicles
driveway on east side of intersection (approx.
are 11-13' high and Shattuck is signed 8'
STA 22+00)? This is the entrance to the
clearance south of driveway.
property. Delivery trunks need to be able to get
into this driveway when driving NB on Shattuck
(and SB if possible). Similar issue at island on
south side of RR bridge. Vehicles leaving
residence on east side not allowed to turn left
because of island. May need to shorten raised
portion of islands. Will discuss at our next
meeting.
13
B. Hanson
D
LS01-
LANDSCAPE REVISIONS: BNSF has stated
Large rocks are impractical due to steep side
A. Laszlo
Renton -
LS02
that the do not want an plants under the RR
y y p
slopes and clearance. Proposing to use 1 to 2
p p g
Transportation
bridge. They suggested large rocks to prevent
man rocks in a mortar setting. See DWG
people from sleeping underneath the bridge.
LS3 for details.
Underneath RR bridge, 500 lbs. rocks to be
placed from abutments, down the slopes to
within 2-ft of sidewalk (East side) and/or back of
curb (west side). The remaining space to be filled
with gravel. Rocks and gravel to be placed within
drip line of RR bridge. We will discuss at our
next meeting.
14
B. Hanson
D
LS01—
LANDSCAPE REVISIONS: Remove all
Removed irrigation
A. Laszlo
Renton -
Transportation
LS08
irrigation from the plans. Plants to be watered b
g p y
hand under a different contract.
l° Type: D = Drawing SP = Spec R = Report CE = Cost Estimate SC = Schedule CA = Calculation SK = Sketch
No: Drawing number, Spec number, Page number, Paragraph number, etc.
Shattuck Avenue S
90% Review Comments
Page 5
Item
#
Name
Type
1
No.
2
Addl.
Ref. f
Addl.
Ref. 2
Comments
Responses
Name
15
D Akerson
D
SP03,
STREET REVISIONS: With the revised
Crosswalk lines up with new ramps
A. Laszlo
Renton -
RP03,
wheelchair ramp and SE corner of Shattuck Ave.
Transportation
RD03
S intersection with Houser Way fix the crosswalk
so it lines up with both ramps.
16
B. Hanson
D
RP,
STREET REVISIONS: Need to modify plans to
Latest discussion assumes same contractor
A. Laszlo
Renton -
RD,
show final overlay. Final 2" lift for 20-ft wide
will performing the paving and overlay
Transportation
TS
street between S 4th Place and Houser Way S to
work.
happen at the same time as the 2" overlay
between Houser Way S and S 7th Street. Need to
make sure to note on the drawings that the traffic
islands, RPM's, paint, etc. is completed after the
overlay. The quantities need line item to easily
identify the final lift separately from the rest of
the project. This would include traffic islands,
RPM's, paint, etc. The contractor performing this
work may or may not be the same as the
'
contractor installing the storm system. We will
discuss at our next meeting.
�o Type: D = Drawing SP = Spec R = Report CE = Cost Estimate SC = Schedule CA = Calculation SK = Sketch
Ijl No: Drawing number, Spec number, Page number, Paragraph number, etc.
Shattuck Avenue S
90% Review Comments
Page 6
Item
#
Name
Type
1
No.
2
Addl.
Ref.1
Addl.
Ref.2
Comments
Responses
Name
1
AA. Quynn —
D
SPo1,
STORM REVISIONS: Surface Water would like
A — requested revisions have been made.
K. smith
Renton
SD01
to abandon the existing 12" dia. CONC. storm
Recommended method for abandoning pipes
Surface Water
line between MH2385 and MH2307, the existing
is to plug the ends with concrete and fill the
12" dia. PVC storm line between CB2306 and
remainder with Cement Slurry (City of
MH2307 and the existing 12" dia. PVC storm
Seattle spec). A new bid item "Abandon
line between CB2308 and MH2307. Surface
and Fill Storm Drain Pipes" has been added
Water would like to replace CB2306 with a new
with an accompanying special provision.
Type I at the same location, tie the new directly
Storm drain manholes will be abandoned per
with proposed CB#2 using a new 12" dia. CPEP
the standard WSDOT Spec, i.e. removed
storm line and remove or decommission
structure to 4' below grade, plug pipes, and
MH2307. If removal of MH2307 is cost
fill with compacted sand.
prohibitive due to the proximity of the relocated
gas line, recommend a method for decommission
(e.g. remove top half of manhole and fill with
CDF). The new CB shall have in -curb grate
(Renton Detail B017). Recommend method for
abandoning 12" dia. CONC. storm line between
MH2385 and MH2307 (e.g. fill with CDF).
Remove 12" dia. PVC storm line between
CB2308 and MH2307. Recommend method for
abandoning 12" dia. PVC storm line between
CB2306 and MH2307.
18
A. Quynn—
D
SP01,
STORM REVISIONS: Surface Water would like
A — revisions have bee made. See Item 17
K. Smith
Renton
SP02,
to abandon the existing 12�, dia. CONC. storm
above for recommended method of
Surface Water
SD01,
SD02
line between MH2307 and MH2183.
abandonment.
Recommend method for abandoning 12" dia.
CONC. storm line (e.g. fill with CDF).
Type: D = Drawing SP = Spec R = Report CE = Cost Estimate SC = Schedule CA = Calculation SK = Sketch
t= No: Drawing number, Spec number, Page number, Paragraph number, etc.
Shattuck Avenue S
90% Review Comments
Page 7
Type
1
No.
2
Addl.
Ref.1
Addl.
Ref.2
Comments
Responses
Name
-
F
D
SPo2,
STORM REVISIONS: Surface water would like
An alternate approach, as discussed, has
K. Smith
sDo2to
remove existing CB2163, CB2164 and
been included in the design, with the 30"
ater
CB2165 (east side of intersection of Shattuck and
storm drain entering CB #3 rather than
S 6`h) and relocate proposed CB#4B 30-ft east to
CB#4, with CB #3 shifted to the north.
north curb line on S 6` to intercept 12" dia.
Installing the 30" SD will require lowering
CONC. storm line from MH2192 and flow in
the 16" watermain. Using fla1.nged pipe and
curb line (essentially replacing CB2163 and
fittings for the replaced 16" pipe, as
CB2164). To do so CB94B would change to a
proposed by Bob Hanson, needs further
Type II CB with Type I in -curb grate to intercept
discussion. DIPRA recommends either
runoff from curb flow line. Upsize the
using thrust blocking, or replacing the 16 „
connection between CB$4B and CB#4 to 30"
Pipe with restrained joint pipe approx. 100'
dia. CPEP. Will this work? We will discuss at
to north and south based on calculation.
our next meeting.
20
A. Quynn —
D
SP02,
STORM REVISIONS: There is a tee connection
A — revisions have bee made.
K. Smith
Renton
s1302
with existing storm system at approx. STA
Surface Water
14+12 that runs to the east. Surface Water would
like to intercept at east curb with Type I CB. This
new CB would then be tied to a new Type I CB
in east curb along Shattuck Ave. S at corner with
S 6`h St. This CB would then tie in with relocated
CB#4B (see above comment). All connections
would be made with 12" dia. CPEP. Recommend
if this is feasible or other alternative. We will
discuss at our next meeting.
�I Type: D = Drawing SP = Spec R = Report CE = Cost Estimate SC = Schedule CA = Calculation SK = Sketch
"I No: Drawing number, Spec number, Page number, Paragraph number, etc.
Shattuck Avenue S
90% Review Comments
Page 8
Item
Type
No.
Addl.
Addl.
Comments
Responses
Name
pFA.Quynn
me
1
2
Rei.1
Rei.2
21
—
D
SD03
STORM REVISIONS: Surface Water would like
A — revisions have bee made.
K. Smith
Renton
to replace existing 8" dia. CPEP between
e Water
proposed CB#7 and proposed CB# 10 with 12"
dia. CPEP. Additionally, upsize proposed 8" dia.
laterals from proposed CB#IOA and CB#IOB to
12" dia. Please confirm that this does not cause a
conflict with the 6" dia. water line in Houser.
With revisions to wheelchair ramp, relocate
proposed CB # 1 OB to existing CB2098 location.
22
A. Quynn —
D
SD03
STORM REVISIONS: Surface Water would like
A — revisions have bee made.
K. Smith
Renton
to replace existing 6" dia. CONC between
Surface Water
proposed CB#9 and existing CB2059 with 12"
dia. CPEP.
23
A. Quynn —
D
SD03
STORM REVISIONS: Surface Water would like
A — revisions have bee made.
K. Smith
Renton
to replace the 8" dia. PVC connection between
Surface Water
CB2087 and CB#8 with 12" dia. CPEP.
24
A. Quynn —
D
SD03
STORM REVISIONS: At proposed CB#6 an
A — revisions have bee made.
K. Smith
Renton
existing 8" dia. CMP across Shattuck to existing
Surface Water
CB2203 is shown. The existing CB appears to be
serving a parking area. If this line cannot be
plugged as indicated by note 8, surface water
would like to replace with a 12" dia. CPEP.
However, this will require a new CB set in the
curb line to intercept the line. Between the new
CB and proposed CB #6, make connection with
12" dia. Leave connection between new CB and
existing CB2203 as is.
Type: D = Drawing SP = Spec R = Report CE = Cost Estimate SC = Schedule CA = Calculation SK = Sketch
_ t�l No: Drawing number, Spec number, Page number, Paragraph number, etc.
Shattuck Avenue S
90% Review Comments
Page 9
NTo�
Item
Type
No.
Addl.
Addl.
Comments
Responses
Name
#
Name
1)
2
Ref.1
Ref.2
25
A. Quynn —
D
SD03
STORM REVISIONS: Surface Water would like
A — revisions have bee made.
K. Smith
en
Renton
to replace existing 8" dia. CPEP between
Surface Water
proposed CB#7 and proposed CB# 10 with 12"
dia. CPEP.
26
A. Quynn —
D
SD03
STORM REVISIONS: Surface Water would like
A — revisions have bee made.
K. Smith
Renton
to replace existing 6" dia. CONC between
Surface Water
proposed CB#9 and existing CB2059 with 12"
dia. CPEP.
27
A. Quynn—
D
SD03
STORM REVISIONS: Surface Water would like
A — revisions have bee made.
K. Smith
Renton
to replace the 8" dia. PVC connection between
Surface Water
existing CB2087 and proposed CB#8 with 12"
dia. CPEP.
28
B. Hanson
D
SQ01
STREET REVISIONS: Revise schedule from
In association with the City we have decided
A. Laszlo
Renton -
Stormwater vs. Transportation to Sales Tax vs.
to remove summary of quantity sheets.
Transportation
Non -Sales Tax. Make sure it is easy to pull out
Breakouts will be shown in engineers
the Fiber Optic work and Overlay work.
estimate and Bid Schedule List in the
specification.
29
B. Hanson
CE
STREET REVISIONS: Revise quantity schedule
See above
A. Laszlo
Renton -
from Stormwater vs. Transportation to Sales Tax
Transportation
vs. Non -Sales Tax. Make sure it is easy to pull
out the Fiber Optic work and Overlay work.
l'l Type: D = Drawing SP = Spec R = Report CE = Cost Estimate SC = Schedule CA = Calculation SK = Sketch
l2l No: Drawing number, Spec number, Page number, Paragraph number, etc.
Shattuck Avenue S
90% Review Comments
Page 10
a.
s
REVIEW COMMENTS
CITY OF RENTON - TRANSPORTATION SYSTEMS DIVISION
Project Name Shattuck Ave S — Storm water pipe installation and restoration of RR undercrossing
Submittal Type (50%, etc.) 90% Date of Review 3-09-09
File: Documenl2
CAG Number 06-082
Date of Response 4-20-09
Type
No.
Addl.
Addl.
Comments
Responses and/or Resolution
Name
me
1
2
Ref.1
Ref.2
sson
D
All
Title
Delete expiration date block from underneath professional engineer
A
R Me er
Y
—
Block
seal per stamping requirements effective July 1, 2008 from
Transortation
Washington State Board of Professional Engineers.
r
sson
D
All
Title
In the City of Renton logo block, change "Planning/Building/Public
A
R Me er
Yn
—
Works Dept" to "Public Works Department".
ortationBlock
sson
D
All
Title
In Approved for Construction block, remove "Bob Hanson, P.E. and
A
R Mc er
Y
Renton —
Block
Design Engineering Supervisor". Leave "City of Renton" under line
Transportation
for signature.
Design
4
D Akesson
D
All
Title
List sheet numbers.
A
R Meyer
Renton —
Block
Transportation
Design
6
D Akesson
D
All
Title
Add number "D-273426" to title block at the right hand bottom corner
A
R Meyer
Renton —
Block
of each plan set.
Transportation
Design
D Akesson
D
VM01
Leave space under title for the line "Federal Funded Project:
A
R Meyer
Renton —
Transportation
Design
8
D Akesson
D
IN01
Index
Match drawing titles in index with titles shown on each drawing.
C -Will match titles to index.
R Meyer
Renton—
Consider adding V of #" to title of drawings with identical names
Transportation
(e.g. Typical Sections, 1 of 5).
Design
9
D Akesson
D
IN01
Index
Drawing numbers on drawings LS01 through LS08 should match
A
S. Fischer
Renton—
index.
Transportation
Design
10
D Akesson
D
IN01
Index
Drawing numbers on drawings TS01 through TSO4 should match
A
R Mcycr
Renton —
index. Remove dash in drawing numbers for these drawings.
Transportation
Design
1° Type: D = Drawing SP = Spec R = Report CE = Cost Estimate SC = Schedule CA = Calculation SK = Sketch
2 No: Drawing number, Spec number, Page number, Paragraph number, etc.
Response Codes: A. Incorporated; B. Open/Under Review; C. Evaluated/Not incorporated; D. Beyond scope/Not evaluated; E. Clarify or discuss; X. Comment Closed
Shattuck Avenue S
90% Review Comments
Page 1
Item
Type
No.
Addl.
Addl.
Comments
Responses and/or Resolution
Name
#
Name
1
(2)
Ref.1
Ref.2
11
D Akesson
D
IN01
Gen
There is a reference to "Civil sheets" in the note. However, there are
A
R. Meyer
Renton —
note 1
no sheets in the set listed as "Civil sheets". Consider revising note.
Transportation
Design
12
D Akesson
D
IN01
Notes for Project Control, Vertical and Horizontal list the control
E- May not be needed. See comment 13 response
R. Meyer
Renton —
point locations for the project. Suggest adding a vicinity map that
below.
Transportation
shows the locations of the project control points.
Design
13
D Akesson
D
IN01
Note for Project Control, Horizontal states "The monument
E- The situation is confusing referencing state plane
R. Meyer
Renton —
coordinates shown on the alignment plans do not match exactly with
coordinates and then not using them. Surveyor and
Transportation
the state plane coordinates and therefore should be treated as a
Rob MacOnie have discussed the issue. Surveyor
Design
local datum." This is a confusing statement. Is it more correct to say
suggests taking out the reference to state plane
that the published coordinates for the monuments located in
coordinates to simplify contractor direction.
Shattuck do not match the coordinates determined from the
basemap survey? Are the coordinates listed for the primary control
points the published coordinates or surveyed coords?
14
D Akesson
D
AL01-
Line types for CL vary depending on the sheet. Line types should be
A
R. Meyer
Renton —
AL03
consistent.
Transportation
Design
15
D Akesson
D
AL01-
What is the basis of ROW CL? The street monuments?
Legal survey produced centerline and used monuments
R. Meyer
Renton —
AL03
from the "Record of Survey for City of Renton
Transportation
downtown monumentation project" provided by Rob
Design
MacOnie(City mapping coordinator
16
D Akesson
D
AL01-
In the matchline callout, what is the purpose of "C-" in front of the
Matchline notation will be revised without the C.
R. Meyer
Renton —
AL03 ,
drawing number (e.g. Matchline STA 13+50 — See DWG C-AL02)?
Transportation
Why not "Matchline STA 13+50 - See DWG AL02"?
Design
17
D Akesson
D
AL01-
Distance listed next to Shattuck Ave. ROW CL bearing (482.30')
The station at S 6'" should be 14+82.30.
R. Meyer
Renton—
AL02
does not equal distance to S 61" Street intersection (e.g. STA
Transportation
14+82.35 — STA 10+00 = 482.35'). Is there a reason these don't
Design
match?
18
D Akesson
D
AL01
The starting point for the Shattuck alignment is an intersection point
Per City direction, monuments are being added at the
R. Meyer
Renton —
with an alignment for S 7'" Street. Although stationing and a bearing
intersections of these streets so coordinates are being
Transportation
are provided for S 71" Street, no other alignment information is
added as a reference.
Design
provided. Without alignment info for S 71" Street, it is not clear how
the starting coordinates for the Shattuck alignment can be
established without having to backtrack from the monument at S 6'"
Street. If based on local coordinates, why not list the starting
coordinates for Shattuck?
Type: D = Drawing SP = Spec R = Report CE = Cost 'Estimate SC = Schedule CA = Calculation SK = Sketch Shattuck Avenue S
2j No: Drawing number, Spec number, Page number, Paragraph number, etc. 90% Review Comments
Response Codes: A. Incorporated; B. Open/Under Review; C. Evaluated/Not incorporated; D. Beyond scope/Not evaluated; E. Clarify or discuss; X. Comment Closed
Page 2
Type
1)(2)
No.
Addl.
Ref.1
Addl.
Ref.2
Comments
Responses and/or Resolution
Name
n
F
D
AL01-
AL03
Are the coordinates shown in the monument tables the local
coordinates?
Yes
R. Meyer
Transportation
Design
20
D Akesson
Renton —
Transportation
Design
D
ALOI-
AL03
Where only two monuments found in Shattuck between S 7`" Street
and S 4" Place (at S 6" Street and north of RR bridge)? Confirm
there are not monuments at S 7'" Street, Houser Way S and S 4"
Place intersections.
Monumentation has been confirmed.
R. Meyer
21
D Akesson
Renton —
Transportation
D
ALOI-
AL03
Suggest adding coordinates (local or otherwise) to start, end and
other key points in alignments (e.g. intersection with S-Line).
E- Use of coordinates only for the two centerline
monuments emphasizes the monument's legal basis for
the ROW.
R. Meyer
Design
22
D Akesson
D
ALOI
Note I
Suggest revising note to say "See Project Control Notes on DWG
A
R. Meyer
Renton—
IN01."
Transportation
Design
23
D Akesson
Renton—
D
AL02
There are 2 vertical parallel lines on sheet immediately left of
matchline on left-hand side of page. Purpose?
Extraneous lines to be removed
R. Meyer
Transportation
Design
24
D Akesson
Renton —
D
AL02
At intersection with S 6'" St, callout says "Intersection and P.O.T". It
should say "Intersection and AP". (AP = Angle point).
A
R. Meyer
Transportation
Design
25
D Akesson
Renton —
Transportation
D
AL02-
AL03
Distance listed next to Shattuck Ave. ROW CL bearing (405.56')
does not equal distance from S 6"Street intersection to P.I. (e.g.
STA 18+87.86 — STA 14+82.35 = 405.511 Is there a reason these
The station at S 6" should be 14+82.30.
R. Meyer
Design
don't match?
26
D Akesson
Renton —
D
AL03
The callout at the intersection of Shattuck and the S-line says
"P.O.T." It should "Intersection". Same at end of S-line and
A
R. Meyer
Transportation
intersection with S 4" PI.
Design
27
D Akesson
Renton —
Transportation
Design
D
AL03
What is the basis for the P.I. at STA 18+87.86? If the CL was
established using monuments and only two monuments were found
(neither at this stationing) how was it determined that a kink exists in
the alignment at this location? Additionally, without a defined curve,
is this not an angle point? Why not establish the angle point and
E - The basis of the right-of-way centerline is from the
Record of Survey for City of Renton Downtown
Monumentation Project dated 5/19/1998 provided by
Rob MacOnie. Will provide a monument at this location
and other intersections as the City directs.
R. Meyer
monument at the intersection with Houser Way S?
(n Type: D = Drawing SP = Spec R = Report CE = Cost Estimate SC = Schedule CA = Calculation SK = Sketch Shattuck Avenue S
lrl No: Drawing number, Spec number, Page number, Paragraph number, etc. 90% Review Comments
Response Codes: A. Incorporated; B. Open/Under Review; C. Evaluated/Not incorporated; D. Beyond scope/Not evaluated; E. Clarify or discuss; X. Comment Closed
Page 3
Item
Type
No.
Addl.
Addl.
Comments
Responses and/or Resolution
Name
#
Name
1
2
Ref.1
Ref.2
28
D Akesson
D
AL03
Distance listed next to Shattuck Ave. ROW CL bearing (560.91')
E - This distance is to the next monument on Shattuck
R. Meyer
Renton—
does not equal distance from point 2 and end of Shattuck alignment
at S. 4" St.
Transportation
(e.g. STA 22+33 — STA 20+43.07 = 189.93'). Is there a reason these
Design
don't match?
29
D Akesson
D
AL03
North arrow missing. Confirm curve data for curve 1 (tangent length,
A - North arrow to be added. Curve #1 was
R. Meyer
Renton—
PI STA, radius).
reconfirmed.
Transportation
Design
30
D Akesson
D
AL03
Why is there a length defined for Houser Way S alignment? What it
A — removed distance callout
R. Meyer
Renton —
is to?
Transportation
Design
31
D Akesson
D
AL03
Why are no line lengths defined for S-line when Shattuck alignment
A — All line lengths will be removed to avoid duplication
R. Meyer
Renton —
has them?
with use of stations.
Transportation
Design
32
D Akesson
D
AL03
Houser Way S ROW width shown as 40'. King County Parcel map
A — Revised
R. Meyer
Renton —
shows 25'. Where did 40' come from?
Transportation
Design
33
D Akesson
D
RSO1 —
Change drawing references with "sheet" to "DWG".
A
R. Meyer
Renton —
RS05
Transportation
Design
34
B. Mahn
D
RSO1-
Section A: Existing ground note pointing at street. Not consistent
A — Removed recent overlay note.
R. Meyer
Renton —
RS05
with other sections. All Sections with note saying "Recent Overlay
Transportation
Surface" revise to say "Existing Street Surface".
Planning
35
B. Mahn
D
RS01
Section A: A swale is shown but not noted in the section or shown
A. Added swale callout
R. Meyer
Renton —
on profile on DWG RP01. Shouldn't the swale extend to proposed
Transportation
CB#1 A?
Planning
36
B. Mahn
D
RSOI
Section B: A wider joint trench section for the 48" dia. storm pipe and
C The contractor may choose to construct the trenches
K. Smith
Renton—
8" dia. sanitary sewer is not shown on DWG SD06. Reason?
separately or as a joint trench. The bedding/backfill
Transportation
requirements shown in the cross sections would not
Planning
change (there's an approx. 2' separation between the
two trenches).
37
B. Mahn
D
RS01
Note 6
Change note to "Swale grade line. See DWG RP01 and RP02 for
A
R. Meyer
Renton —
paved swale elevation."
Transportation
Planning
"I Type: D = Drawing SP = Spec R = Report CE = Cost Estimate SC = Schedule CA = Calculation SK = Sketch
lsl No: Drawing number, Spec number, Page number, Paragraph number, etc.
Response Codes: A. Incorporated; B. Open/Under Review; C. Evaluated/Not incorporated; D. Beyond scope/Not evaluated; E. Clarify or discuss; X. Comment Closed
Shattuck Avenue S
90% Review Comments
Page 4
Item
Type
No.
Addl.
Addl.
Comments
Responses and/or Resolution
Name
0
Name
(1
2)
Ref.1
Ref.2
38
B. Mahn
D
RS01
Surf
Note does not make sense. Please review and revise.
A
R. Meyer
Renton —
Legnd
Transportation
Note
Planning
12
39
B. Mahn
D
RS03
Section G: Revise arrow location for Note 5 to point at island instead
A
R. Meyer
Renton —
of curb.
Transportation
Planning
40
B. Mahn
D
RS04
Note 4 callout currently shown on Section I. Doesn't this note apply
A
R. Meyer
Renton—
to Section H?
Transportation
Planning
41
B. Mahn
D
RS04
Section J: Sidewalk is 5'-6" or 6'-0" wide between approx. STA
Sidewalk is being revised in this area.
R. Meyer
Renton —
102+48 to STA 102+63.6. Suggest a note to indicate so. Roadway
Transportation
plan also shows a depressed curb for the west side of the street
Planning
between approx. STA 101+50 to STA 101+85 and STA 102+10 to
STA 102+40. Suggest a note to indicate so. See NEW ITEMS LIST
for revisions to sidewalk.
42
D Akesson
D
RS04
Section J: Note states "Swale for drainage see detail RD03 for
A - The word "detail" will be changed to the word
R. Meyer
Renton —
elevations." There is no such detail. Change "detail" to "DWG".
"drawing"
Transportation
Design
43
D Akesson
D
SPOI-
Suggest adding reference numbers (e.g. CB####) to SD and SS
E — Space will now be limited now that SD drawings will
R Meyer/
Renton —
SP03
structures identified for removal, relocation and/or protection. Add
be used for all utility removals, adjustments and
K Smith
Transportation
Structure ID adjacent to Const. Note callouts.
protection.
Design
44
D Akesson
D
SP01-
Hatched area for removing asphalt concrete pavement does not
A - In previous conversations, the City contemplated
I
R. Meyer
Renton—
SP03
include areas for surface water reconnections to water main. Is there
having the City pull out the water line connections and
Transportation
a reason for not showing these areas? Are these areas included in
insert new lines in the void left behind. City has now
Design
thequantities?
directed to provide pavement cuts.
45
D Akesson
D
SPOI-
Some of the information regarding utility protection, relocation, etc. is
A - General notes will direct reader to SD drawings for
R. Meyer
Renton—
SP03
duplicated on DWGS SD01-SD03. Suggest only site prep
all utility removals, adjustments and protection.
Transportation
information on these sheets (saw cutting, inlet protection, demo,
Design
etc.). Utility protection and/or coordination with franchise utilities for
trench work should be on SD DWGS.
46
D Akesson
D
SPOI
Gen
Revise note to say "See Roadway Plan and Profile on DWGS RP01-
A
R. Meyer
Renton —
Note I
RP05 for limits of construction and associated removal limits."
Transportation
Design
'I Type: D = Drawing SP = Spec R = Report CE = Cost Estimate SC = Schedule CA = Calculation SK = Sketch Shattuck Avenue S
e:l No: Drawing number, Spec number, Page number, Paragraph number, etc. 90% Review Comments
OF Response Codes: A. Incorporated; B. Open/Under Review; C. Evaluated/Not incorporated; D. Beyond scope/Not evaluated; E. Clarify or discuss; X. Comment Closed
Page 5
Type
No.
Addl.
Addl.
Comments
Responses and/or Resolution
Name
M
Name
1)
(2)
Ref.1
Ref.2
FItem
47
D Akesson
D
SP01
Gen
Note is more applicable for SD DWG's showing trench and utility
A
R. Meyer
Renton —
Note 2
construction. Consider revising to indicate protection of existing
Transportation
utilities during demo work rather than trench work and refer to SD
Design
DWGS for trench work.
48
D Akesson
D
SPO1
Const. Note 9 callout pointing to something at approx. STA. 10+30,
Leader for sanitary sewer to be moved. Photos show
R. Meyer
Renton —
west side of street. Appears to be Stop sign. Verify. Identify Stop
object to be stop sign. Will include callout for removal of
Transportation
Sign with Const. Note callout. Add Const. Note for removal and
sign and will address new sign on drawing SG01.
Design
reference DWG where relocation defined (SG#?). Consider using
Const. Note 1 since not currently used.
49
D Akesson
D
SPO1-
Change drawing references with "sheet" to "DWG".
A
R. Meyer
Renton —
SP03
Transportation
Design
50
D Akesson
D
SPOI-
Const.
Revise note to "Gas main to be removed and relocated by PSE. See
A — Gas relocation is shown on SD drawings.
K Smith
Renton—
SP03
Note 5
DWGS SD01-SD03 for proposed location."
Transportation
Design
51
D Akesson
D
SPO1-
Const.
Revise note to 'Water meter and service line to be removed and
General note will be used to direct reader to SD
R. Meyer/
Renton—
SP03
Note 6
relocated by City. See DWGS SD01-SD03 for proposed location of
drawings
K Smith
Transportation
water meters. See specifications for water meter relocation and
Design
service line replacement work to be performed in contract."
52
D Akesson
D
SPO1
Const.
Revise note to "Decommission and remove monitoring well."
Will now be shown on SD drawings. Prefer to keep pay
R. Meyer/
Renton—
Note 7
item terminology. Will add the term decommissioning
K Smith
Transportation
with added description.
Design
53
D Akesson
D
SPOI
Const.
Revise note to "Telephone pedestal to be removed and relocated by
Will now be shown on SD drawings
R. Meyer
Renton —
Note 8
Qwest."
Transportation
Design
54
D Akesson
D
SPOI-
Const.
Revise note to "Remove sanitary sewer. Paid for as removal of
Will now be shown on SD drawings. Note: SS is labeled
R. Meyer
Renton —
SP03
Note 9
structures and obstructions." The term "abandoned" in the existing
as abandoned in survey file shown.
Transportation
note is not clear. Is the SS currently abandoned or to be
Design
abandoned?
55
D Akesson
D
SPOI
Power is not shown on the SP drawings. Isn't there some
General note to be included on SP01. The power
K Smith
Renton —
underground power to be relocated by PSE between S 6" and S 7"?
relocation was accidentally turned off on drawing SD01.
Transportation
If existing underground power is shown on this sheet, add note
It has be turned back on for the 100% submittal.
Design
regarding removal and refer to DWGS SD01-SD03 for proposed
location of relocated power.
of Type: D = Drawing SP = Spec R = Report CE = Cost Estimate SC = Schedule CA = Calculation SK = Sketch Shattuck Avenue S
No: Drawing number, Spec number, Page number, Paragraph number, etc. 90% Review Comments
Response Codes: A. Incorporated; B. Open/Under Review; C. Evaluated/Not incorporated; D. Beyond scope/Not evaluated; E. Clarify or discuss; X. Comment Closed
Page 6
Type
(1
No.
2
Addl.
Ref.1
Addl.
Ref.2
Comments
Responses and/or Resolution
Name
n
ation
ff
D
SPOI
There is a gas line labeled as "T' (deactiv.)". Is it currently
deactivated or is this to indicate that the line is to be deactivated for
construction? This is unclear. Is this the gas line to be relocated?
E — Abandonment notes as shown show existing
condition of the utility and standard to basemaps. The
line is outside of the trench zone and therefore is not
shown as a roject cost to relocate.
R. Meyer
57esson
Renton —
D
SP01
Two callouts stating "Limit of New Pavement" at approx. STA.
11+50. What is the purpose of these callouts? It implies that the
E - These half toned notes reflect the limits of the last
overlay.
R. Meyer
Transportation
contractor is to pave to these limits.
Design
58
D Akesson
Renton —
D
SPOI-
SP03
Consider removing the contour lines only from the background on
these sheets. They merely make it more difficult to determine what's
E- Contour lines are needed on SP03 but the other
sheets are better left without them.
R. Meyer
Transportation
going on.
Design
59
D Akesson
Renton —
D
SPOI
At approx. STA 11+15 is a transverse line labeled BIV. What is this?
Add to list of abbreviations on DWG LG01.
It's BTV or buried TV cable.
K Smith
Transportation
Design
60
D Akesson
Renton—
D
SPOI
Add well numbers (if exist) for monitoring wells to be removed.
Discovered that these are difficult to identify on DOE
site. City is currently assisting us in this task.
R. Meyer
Transportation
Design
61
D Akesson
D
SP01-
Legend — Revise "Removing Asphalt Conc. Pavement" to "Remove
E - Terminology reflects pay item notation
R. Meyer
Renton —
SP03
Asphalt Conc. Pavement".
Transportation
Design
62
D Akesson
Renton —
Transportation
D
SP01-
SP03
In the matchline callout, what is the purpose of "C=' in front of the
drawing number (e.g. Matchline STA 13+50 — See DWG C-SP02)?
Why not "Matchline STA 13+50 - See DWG SP02"?
A - C's will be removed
R. Meyer
Design
63
D Akesson
Renton —
D
SP02
At approx. STA 13+78 is a water service line to the west and water
meter. Add Const. Note 6 callout to water meter.
A — Meter 6' outside of trench area. Will show note as
requested on SD drawings
R. Meyer/
K Smith
Transportation
Design
64
D Akesson
D
SP02
Show existing chain link fence on property west side of Shattuck
A
R. Meyer
Renton —
between approx. STA 14+04 to STA 14+45. Remove line showing
Transportation
relocated fence. Add Const. Note to remove fence.
Design
65
D Akesson
Renton —
Transportation
D
SP02
Identify 10" dia. Water line. Add Const. Note with reference to details
for removal, replacement, protection. See review comments from A.
Gafour on DWG SD05.
A - Will add construction note for line at sta 14+90 to
see SD02 drawing for removal, replacement and
protection of existing 10" dia. Water line.
R. Meyer/
K Smith
Design
°l Type: D = Drawing SP = Spec R = Report CE = Cost Estimate SC = Schedule CA = Calculation SK = Sketch Shattuck Avenue S
l�l No: Drawing number, Spec number, Page number, Paragraph number, etc. 90% Review Comments
Response Codes: A. Incorporated; B. Open/Under Review; C. Evaluated/Not incorporated; D. Beyond scope/Not evaluated; E. Clarify or discuss; X. Comment Closed
Page 7
Type
No.
Addl.
Addl.
Comments
Responses and/or Resolution
Name
1
2
Ref.1
Ref.2
n
D
SP02
Two callouts stating "Limit of New Pavement" at approx. STA.
E - These half toned notes reflect the limits of the last
R. Meyer
ff
15+75. What is the purpose of these callouts? It implies that the
overlay.
ation
contractor is to pave to these limits.
n
D
SP02
At approx. STA 16+20 on east side of street is a callout that says "8'-
A - It is an older sign for a 6-6" clearance and should
R. Meyer
Renton—
6" Clearance Ahead". Is this a new sign? If new, why not shown on
be removed. Construction note will be added.
Transportation
Signing & Striping drawings?
Design
68
D Akesson
D
SP02
At approx. STA 14+70 is an existing transverse gas line on the west
Will now be shown on SD drawings. Will include a
R. Meyer/
Renton —
side of street. See comments from A. Quynn for DWG SD02. Need
warning note on SD02 of a potential gas line. PSE's
K Smith
Transportation
to be shown and identified.
map shows the existing gas line further south, in the
Design
KFC driveway, as is shown on the project basema .
69
D Akesson
D
SP02
At approx. STA 14+65 is a transverse line on the west side of the
This is the existing gas line that serves KFC and
K Smith
Renton —
street that is unidentified. Not sure if relocated or existing gas line.
Mazatlan Mexican Restaurant. PSE will extend it to the
Transportation
See comments from A. Quynn for DWG SD02.
new main. There's a protection note shown on SD02.
Design
70
D Akesson
D
SP02
Between approx. STA 17+22 to STA 17+45 the sidewalk on the west
E - This is new direction. Will revise as requested.
R. Meyer
Renton —
side of the street is to be removed. No hatch shown.
Transportation
Design
71
D Akesson
D
SP02,
Legend — Replace "Removing" with "Remove". Very difficult to pick
C -Terminology reflects pay item notation
R. Meyer
Renton —
SP03
out hatch for Remove Cement Conc. Pavement. Consider revising.
Transportation
Design
72
D Akesson
D
SP02,
What is the purpose of Const. Notes 10, 11, 12 when the hatch
A
R. Meyer
Renton—
SP03
definitions already cover these items? Redundant information.
Transportation
Design
73
D Akesson
D
SP02
Const
Is the demo / site prep plan the appropriate drawing for this
A -Will redirect reader to SD02
R. Meyer
Renton —
Note
information? Suggest revising note to so that contractor coordinates
K Smith
Transportation
14
with PSE and protects when demo and trench work is going. Add
Design
pole numbers. Coordinate with SD02.
74
D Akesson
D
SP02,
Note
Suggest changing note from "Remove Storm Drain" to "Remove
Note moved to SD drawings and changed to "Remove
R. Meyer/
Renton—
SP03
16
Storm Pipe."
Existing Storm Drain Pipe".
K Smith
Transportation
Design
75
A. Quynn —
D
SP02,
Note
Add to note "Paid for as removal of structures and obstructions."
This note has been added to the SD sheets regarding
R. Meyer
Renton
SP03
16
utility removal payment.
Surface Water
Type: D = Drawing SP = Spec R = Report CE = Cost Estimate SC = Schedule
2l No: Drawing number, Spec number, Page number, Paragraph number, etc.
Response Codes: A. Incorporated; B. Open/Under Review; C. Evaluated/Not incorporated; E
CA = Calculation SK = Sketch
Beyond scope/Not evaluated; E. Clarify or discuss; X. Comment Closed
Shattuck Avenue S
90% Review Comments
Page 8
Item
Type
No.
Addl.
Addl.
Comments
Responses and/or Resolution
Name
0
Name
(1)
(2)
Ref.1
Ref.2
7
DD Akesson
D
SP03
Since replacement of water service line in the intersection of
A
R. Meyer
Renton —
Shattuck Ave. S and S 6`" Street will require trench work, may need
Transportation
to identify existing monument and add note to protect. See
Design
comments for DWG SP03, Const. Note 21.
77
D Akesson
D
SP03
Const.
Is the demo / site prep plan the appropriate drawing for this
Valve box adjustment is now shown on SD drawings.
R. Meyer/
Renton —
Note
information? Suggest revising note to "Protect Existing Water Valve."
K Smith
Transportation
15
Add note to adjust valve to DWG RP03 and/or SD03.
Design
78
D Akesson
D
SP03
Const
Is the demo / site prep plan the appropriate drawing for this
Manhole adjustment is now shown on SD drawings
R. Meyer/
Renton —
Note
information? Suggest revising note to "Protect Existing Manhole."
K Smith
Transportation
13
Add note to adjust manhole frame and lid to DWG RP03 and/or
Design
SD03.
79
A Gafour —
D
SP03
Const
At what point is the water main considered shallow? How is a
A warning note has been included on SD drawings.
R. Meyer/
Renton
Note
contractor to protect the water main?
Note will remain alerting contractor of water main near
K Smith
Water
19
surface.
80
D Akesson
D
SP03
Const
Is the demo / site prep plan the appropriate drawing for this
Manhole/J-Box adjustment is now shown on SD
R. Meyer/
Renton —
Note
information? Suggest revising note to "Protect Existing Junction
drawings.
K Smith
Transportation
17
Box." Add note to adjust on DWG RP03 and/or SD03 and/or TS01.
Design
Is the J-box on the west side of Shattuck at approx. STA. 18+70
affected by the trench? If so, need a different construction note for
this location. 1
81
D Akesson
D
SP03
At the SE corner of Shattuck and S 41" Place intersection, two J-
Manhole/J-Box adjustment is now shown on SD
R. Meyer/
Renton —
boxes are located in the existing sidewalk. They are not identified on
drawings for the three structures in the SW corner of
K Smith
Transportation
the sheet. Additionallt next to the PSE vault in the driveway cut on
the intersection. There don't appear to be impacts in
Design
the south side of S 4` Place there is an existing J-box that is not
the SE corner of the intersection with the revised
identified on the sheet. All three will be impacted by the project.
sidewalk layout.
82
D Akesson
D
SP03
Const
Is the demo / site prep plan the appropriate drawing for this
Power vault adjustment is now shown on SD drawings
R. Meyer/
Renton —
Note
information? Suggest revising note to "Protect Existing PSE Power
K Smith
Transportation
20
Vault." Add note to DWG RP03 and/or SD03 to protect and
Design
coordinate with PSE.
83
D Akesson
D
SP03
Const
Is the demo / site prep plan the appropriate drawing for this
A — The monument will need to be moved prior to
R. Meyer
Renton —
Note
information? Suggest revising note to "Protect Existing Monument."
pavement removal and belongs on this drawing. Will
Transportation
21
Add note to DWG RP03 to reset existing monument. Also why aren't
provide additional monuments as directed.
Design
new monuments being set at intersections of Shattuck Ave. S and S
41" PL, Houser Way S and S 7`" Street?
84
D Akesson
D
SP03
Const
Revise note to "Remove sign. See DWG SG01."
A
R. Meyer
Renton —
Note
Transportation
22
Design
Type: D = Drawing SP = Spec R = Report CE = Cost Estimate SC = Schedule CA = Calculation SK = Sketch Shattuck Avenue S
No: Drawing number, Spec number, Page number, Paragraph number, etc. 90% Review Comments
Response Codes: A. Incorporated; B. Open/Under Review; C. Evaluated/Not incorporated; D. Beyond scope/Not evaluated; E. Clarify or discuss; X. Comment Closed
Page 9
Type
No.
Addl.
Addl.
Comments
Responses and/or Resolution
Name
ame
1
2
Ref.I
Ref.2
sson
D
SP03
Const
Is the demo / site prep plan the appropriate drawing for this
The telephone vault on the east side of Shattuck is no
R. Meyer/
n —
Note
information? Suggest revising note to "Protect Existing Telephone
longer impacted by construction.
K Smith
ortation
23
Vault." Add note to DWG RP03 and/or SD03 to protect and
coordinate with Qwest. Changes may or may not be necessary. See
FDAe
NEW ITEMS LIST for changes to work performed at the intersection
of Shattuck and S 4'" Place.
sson
D
SP03
Const
Revise note to "Remove Historical Marker. See DWG for new
A
R. Meyer
n —
Note
location." Will discuss new location at next meeting.
portation
24
nsson
D
SP03
Const
Revise note to "Remove Fire Hydrant. See DWG SD03." Add note to
Removal of the existing hydrant and installation of the
R. Meyer/
Renton —
Note
SD03 for new fire hydrant.
new hydrant is now shown on SD drawings. Fire
K Smith
Transportation
25
hydrant will be shifted to the west, with the main port
Design
18" behind the curb.
88
B. Mahn
D
SP03
Const
Drawing reference is incorrect. Should be DWG TS01.
A
R. Meyer
Renton —
Note
Transportation
26
Planning
89
D Akesson
D
SP03
Identify vault at approx. STA 17+50 on west side of street near the
Protection note added to SD03 (power vault).
R. Meyer/
Renton—
fence. Add Const. Note callout to protect.
K Smith
Transportation
Design
90
D Akesson
D
SP03
What are the lines shown behind the back side of the west sidewalk
A
R. Meyer
Renton—
between approx. STA 17+50 to STA 18+20? Remove if not needed.
Transportation
Design
91
D Akesson
D
SP03
Const
Revise note to protect gas line and coordinate with PSE. Gas line at
Protection of gas line noted on SD03.
R. Meyer
Renton —
Note 5
STA 18+40 is not shown.
Transportation
Design
92
D Akesson
D
SP03
Between approx. STA 18+55 to STA 18+95 is a driveway on the
Could your location be off? No sawcut is needed at
R. Meyer
Renton —
west side of Shattuck. Is there a need to sawcut the driveway
sidewalk edge from station 17+55 to 17+95.
Transportation
(behind sidewalk)? No sawcut currently shown.
Design
93
D Akesson
D
SP03
Why does the sawcut stop in the middle of Shattuck at approx. STA
A
R. Meyer
Renton —
17+92? Shouldn't sawcut continue in Shattuck until approx. STA
Transportation
18+83 and then continue down Houser Way CL between approx.
Design
STA 50+00 to STA 50+33?
'l Type: D = Drawing SP = Spec R = Report CE = Cost Estimate SC = Schedule CA = Calculation SK = Sketch Shattuck Avenue S
«� No: Drawing number, Spec number, Page number, Paragraph number, etc. 90% Review Comments
Response Codes: A. Incorporated; B. Open/Under Review; C. Evaluated/Not incorporated; D. Beyond scope/Not evaluated; E. Clarify or discuss; X. Comment Closed
Page 10
Type
No.
Addl.
Addl.
Comments
Responses and/or Resolution
Name
Name
(1
2)
Ref.1
Ref.2
F
D Akesson
D
SP03
At approx. STA 18+10 is a transverse storm line. It is shown as a tee
There is no visible storm structure at this location.
R. Meyer/
Renton—
into existing storm main in Shattuck (west side). Verify that a storm
K. Smith
Transportation
structure does not exist at this location.
Design
95
D Akesson
D
SP03
At approx. STA 18+25 is a transverse line with no that is not
This appears to be a remnant construction line in the
R. Meyer/
Renton —
identified in the middle of the street. What is this line?
basemap file. It will be removed.
K. Smith
Transportation
Design
96
D Akesson
D
SP03
Existing stop sign on Houser Way S at intersection with Shattuck
A
R. Meycr
Renton —
needs to be identified with Const. Note callout. Stop sign to be
Transportation
removed. New location per DWG SG01.
Design
97
D Akesson
D
SP03
Show existing Fiber Optic lines crossing Shattuck, parallel to BNSF
Fiber optic lines are already shown in the basemap.
K Smith
Renton—
RR. Two located within BNSF property, south of RR bridge. One
Construction Notes 16 and 17 on SD03 identify
Transportation
located within BNSF property, north of RR bridge. Identify with Const
coordination with Verizon Business and Allstream for
Design
Note callout. Need Const. Note informing contractor to contact FO
relocation.
companies prior to performing demo work and for locates.
Coordinate with DWG SD03.
98
D Akesson
D
SP03
Identify BNSF RR bridge with Const. Note callout. Need Const. Note
A
R. Meycr
Renton —
informing contractor to contact BNSF when working within BNSF
Transportation
property (demo work or otherwise). See attached BNSD exhibits for
Design
work on BNSF property. Exhibits to be incorporated into
specifications.
99
D Akesson
D
SP03
Two CB's at intersection of Shattuck and Houser shown as needing
Erosion control inlet protection is provided until
R. Meyer
Renton —
inlet protection. Also noted to be removed (Const. Note 2). Why
removed. Detail on RD02 will be referenced.
Transportation
protect CB's that are removed?
Design
100
son
D
SP03
One CB at intersection of Shattuck and S 4" Place shown as
Erosion control inlet protection is provided until
R. Mcyer
Renton
needing inlet protection. Also noted to be removed (Const. Note 2).
removed. Detail on RD02 will be referenced.
Transportation
Why protect CB that is removed? See NEW ITEMS LIST for
Design
changes to cope of intersection work.
10,
D
SP03
At intersection of Shattuck and S 41" Place Const. Note 17 callout
A
R. Meyer
Ren oen —
points to Stop Sign. Replace with Const. Note 22 callout.
Transportation
Design
102
D Akesson
D
SP03
Show existing pavement arrows on S 41" Place at approach to
A
R. Meycr
Renton —
Transportation
Shattuck intersection. Add Const. Note callout pointing to arrows
and white stripe. Add Const. Note to remove pavement arrows and
Design
white stripe.
103
D Akesson
D
SP03
At approx. STA 20+50 on east side of Shattuck a Const. Note 15
Will now be shown on SD drawings. Will confirm in
R. Meycr/
Renton —
callout is shown. Not clear what it is pointing to. Water valve exists
field.
K Smith
Transportation
at approx. STA 20+80 on existing 16" dia. water main.
Design
Type: D = Drawing SP = Spec R = Report CE = Cost Estimate SC = Schedule CA = Calculation SK = Sketch
«� No: Drawing number, Spec number, Page number, Paragraph number, etc.
Response Codes: A. Incorporated; B. Open/Under Review; C. Evaluated/Not incorporated; D. Beyond scope/Not evaluated; E. Clarify or discuss; X. Comment Closed
Shattuck Avenue S
90% Review Comments
Page 11
Item
Type
No.
Addl.
Addl.
Comments
Responses and/or Resolution
Name
p
Name
1
2)
ReT.1
Ref.2
104
D Akesson
D
SP03
At approx. STA 20+50 is a transverse line crossing Shattuck. What
Limit of overlay pavement
R. Meyer
Renton—
is this line?
Transportation
Desi n
105
D Akesson
D
SP03
At approx. STA 21+10 on the west side of Shattuck is a note that
A
R. Meyer
Y
Renton —
says "One Lane Road Ahead". If this sign exists, it is to be removed
Transportation
not relocated.
Design
I06
D Akesson
D
SP03
At approx. STA 21+10 on east side of Shattuck is a structure near
No impact anticipated for this structure with new
R. Meyer/
Renton —
the iron fence. Identify. Anything to be done with this? Adjustment?
sidewalk location.
K. Smith
Transportation
See NEW ITEMS LIST for change in scope of work at intersection.
Design
107
D Akesson
D
SP03
At approx. STA 21+10 on east side of Shattuck a water valve is
No improvement in this area now
R. Meyer
Renton —
shown near the edge of pavement. Identify. Anything to be done with
Transportation
this? Adjustment? See NEW ITEMS LIST for change in scope of
Design
work at intersection.
I08
D Akesson
D
SP03
At approx. STA 21+18 on east side of Shattuck is a water meter.
No impact anticipated for this structure with new
R. Meyer/
Renton —
Identify. Anything to be done with this? Adjustment? See NEW
sidewalk location.
K. Smith
Transportation
ITEMS LIST for change in scope of work at intersection.
Design
109
D Akesson
D
SP03
At approx. STA 21+70 on east side of Shattuck in the planter is a J
No impact anticipated for this structure with new
R. Meyer
Renton —
Box for street light power. It is not shown on the drawing. Show and
sidewalk location.
Transportation
identify. See NEW ITEMS LIST for change in scope of work at
Design
intersection.
D Akesson
D
SP03
Legend —Consider changing hatching for "Planing Bituminous
A
R. Meyer110
Renton —
Pavement". It is very similar to hatch for "Removing Cement Conc.
Transportation
Pavement". Also suggest changing "Planing" to "Grind".
Design
I 1 I
D Akesson
D
SP03
Does "Clearing and Grubbing" cover large diameter trees? See
Yes. We can add specific tree removal notes to clarify.
R. Meyer
Renton —
NEW ITEMS LIST for landscaping revisions.
Transportation
Design
112
D Akesson
D
RPOI —
Change drawing references with "sheet" to "DWG".
A
R. Meyer
Renton —
RP03
Transportation
Design
113
A Gafour —
D
RPOI —
Proposed paving limits do not include the transverse trench
E - In previous conversations, the City contemplated
R. Meyer
Renton
RP03
pavement patches for water service reconnections to water main? Is
having the City pull out the old water line connections
Water
there a reason for not showing these patch areas? Are these patch
and insert new lines in the void left behind.
areas included in thequantities?
114
B. Mahn
D
RP02
Callout for Angle Point 1 is not pointing at angle point in proposed
A
R. Meyer
Renton —
paving limit.
Transportation
Planning
'l Type: D = Drawing SP = Spec R = Report CE = Cost Estimate SC = Schedule CA = Calculation SK = Sketch
l�l No: Drawing number, Spec number, Page number, Paragraph number, etc.
Response Codes: A. Incorporated; B. Open/Under Review; C. Evaluated/Not incorporated; D. Beyond scope/Not evaluated; E. Clarify or discuss; X. Comment Closed
Shattuck Avenue S
90% Review Comments
Page 12
Type
7
No.
(2)
Addl.
Ref.1
Addl.
Ref.2
Comments
Responses and/or Resolution
Name
F
FHanson
Transportation
D
RP02
Callout saying "Relocated Fence (By Owner)" is not pointing at the
correct parcel. Should be parcel immediately north (parcel with
narrow concrete driveway). Change note to "Relocate Fence".
A
R. Meycr
Design
116
B. Mahn
Renton —
Transportation
D
RP02
In Profile, asphalt wedge stops at STA 14+02. However, Roadway
Section C on DWG RS01 show wedge from STA 14+02 to STA
14+44.28. Correct Profile. See NEW ITEMS LIST for sidewalk
A — Sidewalk scope change will be to extend curb and
gutter and sidewalk through this area.
R. Meyer
Planning
revisions.
117
B. Mahn
Renton —
D
RP02
Callout that says "Shattuck, STA 16+45.22, 17' LT" should have
Const. Note 2 callout attached.
A
R. Meyer
Transportation
Planning
118
B. Hanson
Renton —
D
RP02
Driveways at STA 16+45.22 (width = 33') and STA 16+87.12 (width
= 51') should be standard commercial driveways with max. width =
E — Prefer to leave the drive at 16+45.22 in order to
match limits of existing concrete drive.
R. Meyer
Transportation
30'. Need to include driveway transitions.
Design
119
D Akesson
Renton -
D
RP02
At approx. STA 17+15 a catch basin is shown in the sidewalk. This
does not match location shown on DWG SD02 for CB#5A.
Will update reference file.
R. Meyer
Transportation
120
D Akesson
Renton -
Transportation
D
RP02
The new storm structures at the intersection of Shattuck Ave. S and
S 6'h Place do not match the new structures shown on DWG SD02.
Specifically, proposed CB #3 is not shown in line with the new 48"
Will update reference file.
R. Meyer
dia. pipe.
121
D. Akesson
Renton —
Transportation
D
RP02,
RP03
North of STA 17+17.47 new sidewalk continues behind curb to next
driveway. Why is it shown ending at this station?
E — Previous City direction was to not to disturb any
sidewalk that was not disturbed by the trench. Scope
change will now include this length for new sidewalk.
R. Meyer
Derek
122
B. Mahn
D
RP03
Angle
Stationing listed for Angle Point 3 is incorrect based on plan view.
A
R. Meyer
Renton —
Point
Transportation
Table
Planning
123
B. Mahn
Renton —
D
RP03
Callout that says "S STA 101+43.18, 14.72' LT, Begin HMA
Pavement" appears to have incorrect stationing. Verify stationing.
A
R. Meyer
Transportation
Revise as needed.
Planning
124
B. Mahn
Renton —
D
RP03
Callout that says "S STA 102+10.00, Begin Depressed Curb"
appears to have incorrect stationing. Verify stationing. Revise as
A
R. Meyer
Transportation
needed.
Planning
Type: D = Drawing SP = Spec R = Report CE = Cost Estimate SC = Schedule CA = Calculation SK = Sketch Shattuck Avenue S
2l No: Drawing number, Spec number, Page number, Paragraph number, etc. 90% Review Comments
Response Codes: A. Incorporated; B. Open/Under Review; C. Evaluated/Not incorporated; D. Beyond scope/Not evaluated; E. Clarify or discuss; X. Comment Closed
Page 13
Type
No.
Addl.
Addl.
Comments
Responses and/or Resolution
Name
Name
1)
2
Ref.1
Ref.2
F125
D Akesson
D
RP03
Callout that says "Depressed curb as shown in detail RD02." There
A — RD02 shows the detail in the top left corner.
R. Meyer
Renton —
is no such detail. Change detail to DWG.
Callouts to be modified to identify "depressed curb and
Transportation
gutter" which matches detail.
Design
126
B. Mahn
D
RP03
Angle Point elevations missing in Angle Point Table.
A
R. Meyer
Renton —
Transportation
Planning
127
B. Mahn
D
RP03
Do the new islands in Shattuck at the intersections with Houser and
Turn templates to be provided.
R. Meyer
Renton —
S 4" PI provide enough room for an SU vehicle to turn onto Shattuck
Transportation
from the side streets?
Planning
128
D. Akesson
D
RD03
Do the new islands in Shattuck at the intersection of S 4'" PI provide
Turn templates to be provided.
R. Meyer
Renton —
enough room for an SU vehicle turn into driveway on east side of
Transportation
intersection (approx. STA 22+00)? This is the entrance to the
Derek
property. Delivery trunks need to be able to get into this driveway
when driving NB on Shattuck and SB if possible).
129
J. Aesquivel
D
RP03
Stop sign shown on south side of RR bridge on west side of
A - Stop sign will be reoriented.
R. Meyer
Renton -
Shattuck is oriented incorrectly. Remove pavement arrows for
A — Pavement arrows to be removed on SP03.
Transportation
eastbound vehicles on S 41" Place at intersection with Shattuck.
Operations
130
B. Mahn
D
RD01
Cement Conc. Driveway Entrance Type C Detail: Show 6' dimension
A
R. Meyer
Renton—
for 12:1 sidewalk ramps to driveway (on backside of sidewalk).
Transportation
Show 2% cross -slope on sidewalk portion of driveway. Show 7'
Planning
dimension from back of sidewalk to back of driveway. Show varies
cross -slope on driveway (behind sidewalk). Some driveways are
commercial. They should be minimum 10" thick. We will discuss at
our next meeting.
131
B. Mahn
D
RD01
Cement Conc. Driveway Entrance Type C Detail: Change note from
A
R. Meyer
Renton —
"Min. 6" Thick Sidewalk in Approach Area" to "Min. 6" Thick Cement
Transportation
Concrete". Add leaders from revised note to sidewalk ramps and
Planning
driveway behind sidewalk).
132
B. Mahn
D
RD01
Cement Conc. Driveway Entrance Type A Detail: Add callout "Min.
A — Vertical arrow is correct. Driveway approach drains
R. Meyer
Renton —
6" Thick Cement Concrete" with leaders to sidewalk portion of
to back of drive.
Transportation
driveway and driveway (behind sidewalk). The leftmost vertical
Planning
arrow,.behind the sidewalk, appears to be oriented incorrectly. Some
driveways are commercial. They should be minimum 10" thick. We
will discuss at our next meeting.
133
B. Mahn
D
RD01
Cement Conc. Driveway Entrance Type A Detail: Change callout of
A
R. Meyer
Renton —
"6" sidewalk" with 2 leaders to 6' dimension line from front of curb to
Transportation
back of sidewalk.
Planning
Type: D = Drawing SP = Spec R = Report CE = Cost Estimate SC = Schedule CA = Calculation SK = Sketch Shattuck Avenue S
No: Drawing number, Spec number, Page number, Paragraph number, etc. 90% Review Comments
Response Codes: A. Incorporated; B. Open/Under Review; C. Evaluated/Not incorporated; D. Beyond scope/Not evaluated; E. Clarify or discuss; X. Comment Closed
Page 14
Item
Type
No.
Addl.
Addl.
Comments
Responses and/or Resolution
Name
#
Name
(1)
(2)
Ref.1
Ref.2
134
B. Mahn
D
RDO1
Cement Conc. Driveway Entrance Type A and Type C Details: Add
A
R. Meyer
Renton —
note "For expansion joint details see City of Renton Standard Plan
Transportation
F-03."
Planning
135
D Akesson
D
RD01
Cement Conc. Driveway Entrance Type A Detail has two callouts
A
R. Meyer
Renton —
"PL" listed in the Abbreviations (DWG LG01) as property line. Same
Transportation
callout is used on ST drawings for plates. Change property line
Design
abbreviation.
136
D Akesson
D
RDOI
Note 4
Type B driveway entrance detail listed in note. However, no detail
A
R. Meyer
Renton—
exists on this drawing. Is this detail missing? If not, remove Type B
Transportation
from note.
Design
137
D Akesson
D
RD02
Coordinate Storm Sewer Patch Detail and Utility Patch Detail with
A
R. Meyer/
Renton—
Trench Cross -Section Details shown on DWG SD06. Cross-
K. Smith
Transportation
reference with Trench Cross -Section Details on DWG SD06.
Design
138
D Akesson
D
RD02
Utility Patch Detail has a callout for Sanitary Sewer or Other Utility.
A
R. Meyer/
Renton—
Isn't the SS located in the longitudinal Storm Drain trench? Change
K. Smith
Transportation
callout to say 'Water Service or Other Utility".
Design
139
B. Wressell
D
RD02
Change name "Storm Sewer Patch Detail" to "Typical Longitudinal
A
R. Meyer/
Renton—
Patch". Change name "Utility Patch Detail" to "Typical Transverse
K Smith
Street
Patch".
Maintenance
140
B. Wressell
D
RD02
Storm Sewer Patch Detail: What is the purpose of the geotextile
Yes — soils are 1 blow count
R. Meyer
Renton —
underneath the 8" of CSTC? Is this recommended by Geotech?
Street
Maintenance
141
D Akesson
D
RD01-
Change drawing references with "sheet" to "DWG".
A
R. Meyer
Renton —
RD03
Transportation
Design
142
D Akesson
D
RD03
Note
What is the purpose of the retaining wall shown on LS01 if there is a
Retaining walls to be removed.
R. Meyer/
Renton —
13
cement concrete pedestrian curb at the same location? Are both
S. Fischer
Transportation
necessary?
Design
143
D Akesson
D
RD03
For Houser Way S. Intersection Plan view add north arrow and
A — North arrows to be added.
R. Meyer
Renton —
breakline for right-hand side of view (north end). For S 4'" Place
Transportation
Intersection Plan add north arrow and breakline for left-hand side of
E - Prefer to not add breaklines since they would be
Design
view (south end). See NEW ITEMS LIST for changes to intersection
needed for all directions if added.
at S 4'" Place.
Type: D = Drawing SP = Spec R = Report CE = Cost Estimate SC = Schedule CA = Calculation SK = Sketch
�l No: Drawing number, Spec number, Page number, Paragraph number, etc.
Response Codes: A. Incorporated; B. Open/Under Review; C. Evaluated/Not incorporated; D. Beyond scope/Not evaluated; E. Clarify or discuss; X. Comment Closed
Shattuck Avenue S
90% Review Comments
Page 15
Item
Type
No.
Addl.
Addl.
Comments
Responses and/or Resolution
Name
#
Name
1
(2
Ref.1
Ref.2
144
B. Mahn
D
RD03
Bollards are identified on DWG RP03. However, they are not
A
R. Meyer
Renton —
identified on this drawing. Additionally, there is no information to
Transportation
locate the bollards. Offsets are shown from edge of sidewalk but the
Planning
stationing (or offset from back of new transverse sidewalks) is not
shown.
145
B. Mahn
D
RD03
Confirm that the sidewalk between approx. STA 21+00 to STA
A — additional dimension can be added for clarity
R. Meyer
Renton —
21+15 is 6' wide. See NEW ITEMS LIST for sidewalk changes.
Transportation
Planning
146
J. Aesquivel
D
RD03
Houser Way intersection plan — Dimension from Shattuck Ave.
A — 4" will be changed
R. Meyer
Renton -
R/W/CL to face of curb for traffic island shown as 4" (2 locations).
E Stop to be provided for both directions as
Transportation
Should be 4'. Stop sign shown south of RR bridge on west side of
requested
q
Operations
Shattuck is oriented incorrectly.
147
J. Aesquivel
D
RD03
S 41" Place intersection plan — Remove pavement arrows and white
E — will show arrow removals along with crosswalk
R. Meyer
Renton -
stripe for eastbound vehicles on S 4'" Place at intersection with
removal in drawing SP03
Transportation
Shattuck.
O erations
148
D Akesson
D
RD03,
Add note to Raised Pavement Markers, Thermoplastic stripping,
City has since directed to overlay Shattuck within
R. Meyer
Renton —
RP03,
Raised Traffic Island, etc. for these features to be installed after the
project limits as part of this contract.
Transportation
SG01
final lift of asphalt. See NEW ITEMS LIST for street overlay info.
Design
149
J. Aesquivel
D
ST02
Mount speed limit sign on height detection post underneath vertical
A
R. Meyer/
Renton -
clearance sign. Minimum vertical clearance to bottom of speed limit
A. Laszlo
Transportation
sign is 6-0". Add sign callout and drawing reference for location and
Operations
details (see callout for W12-2). For W12-2 note change sheet
references to DWG.
150
D Akesson
D
ST01-
Drawings are listed as NTS. Why not to scale? Replace all
C/A — WSDOT Bridge Standard is to not list scales on
R.
Renton —
ST07
references to Sheets with references to DWGS.
the drawings. We have followed this standard for the
Meycr/K.
Transportation
structures sheets. References to Sheets will be
Lints
Design
changed to DWGS.
151
D Akesson
D
ST01
General notes #2 and #7 from WSDOT Standard Plan for Standard
The notes are not fully applicable to this project.
S. To
Renton —
Sign Bridges were note transferred to this drawing. Is there a
Transportation
reason?
Design
152
D Akesson
D
STOI
Note I
Remove quotation mark. Add "....and amendments" to end of note.
A
S. Tu
Renton —
Transportation
Design
'l Type: D = Drawing SP = Spec R = Report CE = Cost Estimate SC = Schedule CA = Calculation SIC = Sketch Shattuck Avenue S
l2l No: Drawing number, Spec number, Page number, Paragraph number, etc. 90% Review Comments
Response Codes: A. Incorporated; B. Open/Under Review; C. Evaluated/Not incorporated; D. Beyond scope/Not evaluated; E. Clarify or discuss; X. Comment Closed
Page 16
Item
Type
No.
Addl.
Addl.
Comments
Responses and/or Resolution
Name
#
Name
(1)
(2)
Ref.1
Ref.2
153
D Akesson
D
STOI
Note 2
Add "full" before the word "penetration" in note.
A
S. Tu
Renton —
Transportation
Design
154
D Akesson
D
ST01
Note 3
Add "full" before the word "penetration" in note.
A
S. Tu
Renton —
Transportation
Design
155
D Akesson
D
STOI
Note 5
Note states "All exterior steel surfaces shall be painted in
See section 8-21.3(9)A of the specifications.
S. Tu
Renton —
accordance with the special provisions." There is noting in the
Transportation
special provisions concerning painting of the HSS.
Design
156
J. Aesquivel
D
STO1
Elev.
Note states "Paint approach side alternating back and yellow 1' wide
A
S. Tu
Renton—
@ 45 degrees". The paint should be applied to the back side as well
Transportation
since it warns drivers of the obstruction.
Operations
157
D Akesson
D
STO1
Note 6
Note states "See camber diagram." No camber diagram is shown.
E - Camber diagram is not necessary as camber is
S. Tu
Renton —
small. References to Camber will be deleted.
Transportation
Design
158
D Akesson
D
STO1
Note 8
HSS material specification is not given. It should be ASTM A500,
A - Will add "HSS (Fy=46 ksi) ASTM A500 grade B
S. Tu
Renton—
grade B or ASTM A 501, grade B. ASTM A 501, grade B seems to
Transportation
be more appropriate.
Design
159
D Akesson
D
STO1
Note 8
No ASTM specification number is given for Teflon Washer.
A
S. Tu
Renton —
Transportation
Design
160
D Akesson
D
STOI
Note 8
Add "except as otherwise noted" to "All Structural Steel".
A
S. Tu
Renton —
Transportation
I
Design
161
D Akesson
D
ST01
Note
The WSDOT Standard Plan for Standard Sign Bridges requires that
Recommend following WSDOT requirements for
S. Tu
Renton —
I 1
the conduits not be attached to the outside of the sign bridges.
sacrificial beams as it reduces the chance for damage
Transportation
Would it make things easier and therefore cheaper to install the
and vandalism.
Design
wiring if the conduits were installed on the outside of the HSS for the,
sacrifical beams and height warning detection beams? Is there a
downside to doing so?
Type: D = Drawing SP = Spec R = Report CE = Cost Estimate SC = Schedule CA = Calculation SK = Sketch Shattuck Avenue S
No: Drawing number, Spec number,. Page number, Paragraph number, etc. 90% Review Comments
Response Codes: A. Incorporated; B, Open/Under Review; C. Evaluated/Not incorporated; D. Beyond scope/Not evaluated; E. Clarify or discuss; X. Comment Closed
Page 17
Type
No.
Addl.
Addl.
Comments
Responses and/or Resolution
Name
1)
2
Ref.1
Ref.2
D
STOI
Note
An isolation switch is mentioned in the note. However, none is
The note will be moved to drawing TS02.
S. Tu/ D.
ffAAlkesson
I I
shown. Necessary?
aeii"o„,ini
ion
Design
D
STO1
Why is the Legend shown on this sheet? Isn't DWG LG01 more
This is a WSDOT standard legend that is shown on the
S. Tu
Renton —
appropriate?
structure layout sheets.
Transportation
Design
164
D Akesson
D
ST01
Elev
Solid lines shown for nipple locations and handholes. Should be
A, Vertical line will be deleted
S. Tu
Renton —
centerlines. Not sure why a vertical line is shown on left side of
Transportation
beam. Is this a handhole or nipple location?
Design
165
D Akesson
D
STO1
Elev.
WSDOT Standard Plan for Standard Sign Bridges showns a callout
Camber is minimal and can be ignored. The vertical
S. Tu
Renton—
at centerline of beam that states "Max. camber at CL span". It also
erection note will be added.
Transportation
shows a call out at column that states "Erect vert. +/- Y." at CL beam
Design
(Typ. Both legs)." Why are these callouts not shown on this sheet?
166
D Akesson
D
STO1
Elev.
Why are optional column splices shown? Why not optional beam
Optional field splices have been removed.
S. Tu
Renton —
splice? Confirm that standard lengths for HSS go up to +30'. Note
Transportation
says to field splice. However, Note labeled —" under the view states
Design
"No field welding & drilling shall bepermitted."
167
D Akesson
D
ST01
Elev.
Note under view labeled """ refers to a DWG #. However, no
A
S. Tu
Renton —
drawing number is listed.
Transportation
Design
168
D Akesson
D
ST01
Elev.
Vertical dimension at centerline of beam shows 8'-4" min. The max.
A , Dimension change to 8'-4"
S. Tu
Renton —
vertical dimension is not shown.
Transportation
Design
169
D Akesson
D
STO1
Elev.
Suggest adding callout "CL Post" to each post centerline.
A
S. Tu
Renton —
Transportation
Design
170
D Akesson
D
STO1
Elev.
What is the purpose of showing 4'-8" horizontal dimension from
A, Will remove the dimension
S. Tu
Renton —
inside face of column to outside face of concrete foundation when
Transportation
the dimension from the center of the column to the outside face of
Design
concrete foundation is shown in the plan view?
171
D Akesson
D
ST01
Elev.
Why is the terminal cabinet shown on top of the beam? Why not on
Cabinet will be placed on the side of the frame near the
S. Tu/ D.
Renton —
the column?
top for access.
Belluomini
Transportation
Design
Type: D = Drawing SP = Spec R = Report CE = Cost Estimate SC = Schedule CA = Calculation SK = Sketch Shattuck Avenue S
tl No: Drawing number, Spec number, Page number, Paragraph number, etc. 90% Review Comments
Response Codes: A. Incorporated; B. Open/Under Review; C. Evaluated/Not incorporated; D. Beyond scopeMot evaluated; E. Clarify or discuss; X. Comment Closed
Page 18
Item
Type
No.
Addl.
Addl.
Comments
Responses and/or Resolution
Name
#
Name
(1)
2)
Ref.1
Ref.2
172
D Akesson
D
STO1
Elev.
How is the Vertical Clearance sign to be mounted on the sacrificial
A —Details have been added
S. Tu
Renton —
beam?
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Design
173
D Akesson
D
STOI
Elev. &
Suggest showing the Elevation of the bottom of the base plate for
A
S. Tu
Renton —
Table
the column in the table. All adjustment should occur at the anchor
Transportation
bolts. The key dimension is the vertical clearance from the street
Design
crown to the soffit of the beam. The other key dimension is the
relationship between the soffit and the bottom of the base plates.
Suggest a concrete pedestal underneath the columns to maintain 6"
curb and minimize unsupported length of anchor bolts. May need a
secondary pour to allow some adjustment for field conditions.
174
D Akesson
D
ST0I
Table
Why is each sacrificial beam dimensioned so that each assembly is
A
S. Tu
Renton—
unique to a specific location and certain orientation? It is much
Transportation
easier and therefore cheaper to fabricate and install two identical
Design
sacrificial beams.
175
D Akesson
D
STO1
Table
Taper A 8 B dimensions for east side of sacrificial beams don't
A
S. Tu
Renton —
make sense when compared with view shown on Plan view. Taper A
Transportation
shown as being on the north side of the beam per the Plan view with
Design
Taper B on south side. Expect the dimension for Taper A to be
smaller than Taper B. in the table for the east side. The note labeled
in the table does not make it any clearer.
176
D Akesson
D
STO1
Plan
The plan view states that the South Beam is shown in the plan view
A
S. Tu
Renton —
with the North Beam as similar. This does not match the view shown
Transportation
in the plan view.
Design
177
D Akesson
D
slot
Sect. A
Suggest showing the joint in curbs.
A
S. Tu
Renton —
Transportation
Design
178
D Akesson
D
ST01
Sect. A
What is the callout labeled "Pav't Seat" pointing to?
A — Callout Deleted
S. Tu
Renton —
Transportation
Design
179
D Akesson
D
ST02
Note 2
Refers to a beam camber diagram. Where is this? Necessary?
A, Reference to camber has been deleted.
S. Tu
Renton —
Transportation
Design
180
D Akesson
D
ST02
Elev
Solid lines shown for nipple locations and handholes. Should be
A
S. Tu
Renton —
centerlines. Not sure why a vertical line is shown on left side of
Transportation
beam. Is this a handhole or nipple location?
Design
'l Type: D = Drawing SP = Spec R = Report CE = Cost, Estimate SC = Schedule CA = Calculation SK = Sketch anauucK revenue o
l'l No: Drawing number, Spec number, Page number, Paragraph number, etc. 90% Review Comments
Response Codes: A. Incorporated; B. Open/Under Review; C. Evaluated/Not incorporated; D. Beyond scope/Not evaluated; E. Clarify or discuss; X. Comment Closed
Page 19
Type
1
No.
2)
Addl.
Ref.1
Addl.
Ref.2
Comments
Responses and/or Resolution
Name
n
ation
ff
D
ST02
Elev.
WSDOT Standard Plan for Standard Sign Bridges showns a callout
at centerline of beam that states "Max. camber at CL span". It also
shows a call out at column that states "Erect vert. +/- Y.," at CL beam
T . Both le s ." Wh are these callouts not shown on this sheet?
Camber is minimal and can be ignored. The vertical
erection note will be added.
S. Tu
n
Renton —
Transportation
Design
D
ST02
Elev.
Why are optional column splices shown? Why not optional beam
splice? Confirm that standard lengths for HSS go up to +30'. Note
says to field splice. However, Note labeled "" under the view states
"No field welding & drilling shall bepermitted."
A - Optional field splice was removed
S. Tu
183
D Akesson
Renton —
Transportation
Design
D
ST02
Elev.
Suggest not filling 8" dia. PVC sch 80 pipe with foam. Suggest not
adding end caps to pipe. What are the 3'-0" dimensions from each
end of the pipe to? The pipe is an obstruction and therefore must be
striped like the sacrificial beams.
Foam has been removed. End caps were for aesthetics
and have been removed as requested. The 3'
dimension has been revised to 4' and has been moved
to center of swing arm. Pipe striping has been called
out.
R. Meyer
184
D Akesson
Renton —
Transportation
Design
D
ST02
Elev.
Suggest showing the Elevation of the bottom of the base plate for
the column in the table. The key dimension is the vertical clearance
from the street crown to the soffit of the pipe. Unlike the sacrifical
beam, the vertical clearance between the height detection beam and
the crown of the street is not important as long as there is some
A
S. Tu
adjustment with the bar. If not the bar then the adjustment can only
occur at the anchor bolts
185
D Akesson
Renton —
Transportation
Design
D
ST02
Elev.
Why is each height detection beam dimensioned so that each
assembly is unique to a specific location and certain orientation. It is
much easier and therefore cheaper to fabricate and install two
identical frames.
A
S. "►'u
186
D Akesson
Renton —
Transportation
Design
D
ST02
Elev.
Verify that the vertical dimension of 8'-0" to the bar plus 6-6" to the
soffit of the beam works when compared with the street crown and
the footing elevations. Suggest adding term "Maintain" or equivalent
on 8'-0" dimension at CL street and bottom of bar.
A
R. Meyer/
S Tu
187
D Akesson
Renton —
Transportation
Design
D
ST02
Elev.
The U-bolts used to attach the 8" dia. pipe to the vertical swing arms
are located in the middle of the lane. Won't these cause damage to
vehicles? Can the attach points be moved further away from the
centerline? Why U-bolts? Why not pipe straps?
A — U-bolts have been changed to a strap.
S. Tu
188
D Akesson
Renton —
Transportation
Design
D
ST02
Elev.
The connections between the swing arms and horizontal beam of
the frame are identical. Why not opposite of each other? In other
words locate the springs on the inside of the arms at both locations.
Currently, left side is on inside of swing arm and right side is on
A
S. Tu
outside of swing arm.
189
D Akesson
Renton —
Transportation
Design
D
I
ST03
-
Why are the drilled shafts 12-ft deep? What is the basis for this
design? The governing load? Lateral forces on the frame? Won't any
vehicle that gets entangled with the cross bar will break the cross
bar long before any significant lateral load is imparted into the frame.
C - The lateral load is minor and does not governs. The
minimal embedment depth per LRFD bridge
specifications is 10'-0". WSDOT STD specifies a length
of 12'-6" . We followed the WSDOT standard.
S. 'fu
Type: D = Drawing SP = Spec R = Report CE = Cost'Estimate SC = Schedule CA = Calculation SK = Sketch
l2l No: Drawing number, Spec number, Page number, Paragraph number, etc.
Response Codes: A. Incorporated; B. Open/Under Review; C. Evaluated{Not incorporated; D. Beyond scope/Not evaluated; E. Clarify or discuss; X. Comment Closed
Shattuck Avenue S
90% Review Comments
Page 20
Item
Type
No.
Addl.
Addl.
Comments
Responses and/or Resolution
Name
#
Name
(1
(2
Ref.1
Ref.2
190
D Akesson
D
ST03
What is the concrete clear cover for rebar shown in Plan view,
A — a general note regarding concrete cover has been
S. Tu
Renton —
Section D and Section A?
added
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Desi n
191
D Akesson
D
ST03
Elev.
For #4 spiral "weld splice only" is listed. However, no detail is
A
S. Tu
Renton —
provided.
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Design
192
D Akesson
D
ST03
Consider using 4 bars for Anchor Plate Detail 1 and 2 instead of 1
C — A single plate will provide better support and
S. Tu
Renton—
plate with a cutout in the center.
alignment of the anchor bolts during concrete
placement and reduce the chance of the bolts being
Transportation
misaligned.
Design
D Akesson
D
ST03
The anchor bolt dimension from the top of foundation to top of bolt is
A — An additional 4" has been added to the bolts.
u
193
Renton —
shown as 8". However, some settlement is expected in the sacrifical
Transportation
beam foundations. At one time the City was told to expect up to 3" of
Design
settlement. The anchor bolts need to be long enough to adjust the
sacrifical beams vertically to maintain the vertical clearance of 8'-0"
should settlement occur. The 8" dimension does not provide for any
adjustment. The same can be said for the height detection system
frame.
194
D Akesson
D
ST03
Note for anchor rods indicates only the top 1'-0" is to be hot -dipped
A.
S. Tu
Renton—
galvanized. Why not the entire anchor?
Transportation
Design
195
D Akesson
D
ST03
The installation of a screen around the base seems unnecessary.
A —Screen has been removed.
S. u
Renton —
The screen will work as long as settlement does not occur. If
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settlement does occur it will be removed to adjust the frames
Design
vertically. Suggest removing since once the frames are adjusted
vertically it will no longer be wide enough to fill the gap.
196
D Akesson
D
ST03
Sect B
What is the purpose of Sect B? The orientation is not clear. The gap
C —The section is needed to show the conduit, the 3"
S. Tu/ D.
Renton —
of 3" between the top of the foundation and the base of the base
dimension &the 1' min dimension. The 3" dimension is
Belluomini
Transportation
plate may or may not work. This is where the adjustment for the
needed for the contractor to determine the top of shaft
Design
system currently resides. The applicable information can be shown
elevation.
in the elevation on DWG ST02.
197
D Akesson
D
ST03
Make Anchor Details and callouts consistent. Some callouts refer to
A
S. Tu
Renton —
Anchor Plate Detail #.
Transportation
Design
198
D Akesson
D
ST03
Drilled Shaft Elevation has a note called "" that includes the term
A — The Spelling error has been corrected. The tremie
S. Tu
Renton —
"tremiie". Correct the spelling. Verify that the tremie placement
method of placement is covered in Section 6-02.3(6)B
Transportation
method is covered in the specifications.
of the specifications and is called for in Section 8-
Design
21.3(9)F of the sign bridge specifications.
'l Type: D = Drawing SP = Spec R = Report CE = Cost Estimate SC = Schedule CA = Calculation SK = Sketch
2l No: Drawing number, Spec number, Page number, Paragraph number, etc.
Response Codes: A. Incorporated; B. Operi/Wder Review; C. Evaluated/Not incorporated; D. Beyond scope/Not evaluated; E. Clarify or discuss; X. Comment Closed
Shattuck Avenue S
90% Review Comments
Page 21
Item
Type
No.
Addl.
Addl.
Comments
Responses and/or Resolution
Name
#
Name
(1
2
Ref.1
Ref-2
,99
D Akesson
D
ST03
Bar marks are included on the sheets. However, there is no bar list.
WSDOT STD requires showing a bar twice, having bar
S. Tu
Renton —
Is the intension of the bar marks to use in conjunction with a bar list?
marks will make the reinforcement more clear. The
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, and may or may not use
e bar stdrawings.
consamermalr
Design
the srforthe shop
200
D Akesson
D
ST03
Section A shows a #5 anchor extending from the pavement seat into
The #5 Anchor will be deleted.
S. Tu
Renton —
the concrete slab. Why? This does not allow any
Transportation
expansion/contraction of the concrete slab.
Design
201
D Akesson
D
ST04
In the view "Concrete Pavement Joint Layout" dimensions of 8" are
A —Dimension revised to 8 feet.
S. Tu
Renton —
shown. Should this be 8'?
Transportation
Design
202
D Akesson
D
ST04
Bar marks are included on the sheets. However, there is no bar list.
See item 199
S. Tu
Renton —
Is the intension of the bar marks to use in conjunction with a bar list?
Transportation
Design
203
D Akesson
D
STOS
Section F shows a dimension of 11'-4". Please correct this
A
S. Tu
Renton —
dimension.
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Design
204
D Akesson
D
STOS
Add note to Section F that states "Diagonal stiffener not shown". The
A
S. Tu
Renton —
note stating to clip the 3/4" stiffener plates should be changed to 3/8"
Transportation
stiffener plates. The 3/4" plates are not shown in this view.
Design
205
D Akesson
D
STOS
Can a wrench be placed on the bolts aligned with the center of the
A —stiffener plates have been moved out by 1"
S. Tu
Renton —
post (4 total) to tighten the bolts or are the stiffener plates to close.
Transportation
Please verify.
Design
206
D Akesson
D
STOS
Detail C. Suggest coping the corner of the stiffener plates at the
A
S. Tu
Renton —
attachment point of the column and base plate to allow the stiffener
Transportation
to fit over the weld between the base plate and the column.
Design
207
D Akesson
D
STOS
Is there to be a weld at the top of the stiffener plates? Is there to be
C - No welding at top, but yes at bottom (vertical
S. Tu
Renton —
a weld at the bottom of the stiffener plates?
stiffener PL to anchor PL)
Transportation
Design
208
D Akesson
D
STOS
It is not clear from the detail for the NEMA cabinet and the elevation
A ii E. Detail will be modified to reflect actual location.
S. Tu/ D.
Renton —
view on DWG ST01 what the plan is for the cabinets. The
Bellumnini
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information is inconsistent. Is the cabinet on top of the beam or the
Design
backside of the beam? Why not install on the columns so City
Maintenance can access without a manlift?
209
D Akesson
D
ST05
Nuts on the inside of the HSS make it difficult to install the cabinet.
A — Nuts have been moved to the outside.
S. Tu
Renton —
Is there a better way of accomplishing this?
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Design
Type: D = Drawing SP = Spec R = Report CE = Cost Estimate SC = Schedule CA = Calculation SK = Sketch Shattuck Avenue S
j2l No: Drawing number, Spec number, Page number, Paragraph number, etc. 90% Review Comments
Response Codes: A. Incorporated; B. Open/Under Review; C. Evaluated/Not incorporated; D. Beyond sdope/Not evaluated; E. Clarify or discuss; X. Comment Closed
Page 22
Item
Type
No.
Addl.
Addl.
Comments
Responses and/or Resolution
Name
#
Name
(1)
2)
Ref.1
Ref.2
210
D Akesson
D
ST06
Detail C. Suggest coping the corner of the stiffener plates at the
A
S. Tu
Renton —
attachment point of the column and base plate to allow the stiffener
Transportation
to fit over the weld between the base plate and the column.
Design
211
D Akesson
D
ST06
Is there to be a weld at the top of the stiffener plates? Is there to be
See item 207
S. "1'u
Renton —
a weld at the bottom of the stiffener plates?
Transportation
Design
212
D Akesson
D
ST06
Is there a reason for the base plate to be 2" thick? Why use 2" dia.
A —The base plate has been revised and the anchor
S. Tu/
Renton —
bolts? What load condition was used to size these bolts. See
bolts reduced in size
R. Meyer
Transportation
comments from D. Akesson for DWG ST03 regarding the drilled
Design
shafts.
213
D Akesson
D
ST06
The dimensions shown in Section E across the top of the plate to the
A
S. Tu
Renton —
holes are incorrect.
Transportation
Design
214
D Akesson
D
ST06
Detail A shows a handhole in a location that will not work for
A —The detail has been revised
S. Ts,
Renton —
fabrication of the connection between the beam and columns. The
Transportation
holes in the diagonal and stiffener plates are too small to be able
Design
weld per the details shown on ST05. This corner detail does not
appear to work for the size of HSS involved. Detail is also missing
some welds on the stiffener plates.
215
D Akesson
D
ST07
Note 2
�
Reference to dimension of "U" bolt. However, no dimensions are
A -Dimensions have been added. Per manufactures
S. Tu
Renton —
shown and drawing is not to scale. Do the bends in the U-bolt work
catalog, the "U" will work with HSS section.
Transportation
with the corners of the HSS beam?
Design
2I6
D Akesson
D
ST07
The 3/16" fillet welds to 1"thick plate (rotating arm) do not satisfy
C -the 3/16" welding size is adequate per AISC for
S. Tu
Renton —
requirements in AISC for minimum fillet sizes.
minimum fillet sizes
Transportation
Design
2I7
D Akesson
D
ST07
Section D shows a dimension of 8". What is this dimension to?
A
S. Tu
Renton —
Transportation
Design
218
D Akesson
D
ST07
Section D shows a 1/2" bent plate. Why not use an angle?
C — As the Fy of angle is 36 ksi, the thickness of angle
S. Tu
Renton —may
easilya small
el
rle.
Transportation
pileceeoflan Using bent t be more
p g p y
Design
.
convenient.
219
D Akesson
D
ST07
Is the attachment clip between the beam and the arm robust
A — A second angle has been added to make it
S. Tu
Renton —
enough? Why no symmetrical support?
symmetric.
Transportation
Design
Type: D = Drawing SP = Spec R = Report CE = Cost Estimate SC = Schedule CA = Calculation SK = Sketch Shattuck Avenue S
(2) No: Drawing number, Spec number, Page number, Paragraph number, etc. i 90% Review Comments
Response Codes: A. Incorporated; B. Open/Under Review; C. Evaluated/Not incorporated; D. Beyond scope/Not evaluated; E. Clarify or discuss; X. Comment Closed
Page 23
Item
Type
No.
Addl.
Addl.
Comments
Responses and/or Resolution
Name
#
Name
(1)
(2)
Ref.1
Ref.2
220
D Akesson
D
ST07
The hinge between the arm and the support clip is a 7/8" dia.
A — A note has been added to eliminate the threads
S. Tu
Renton —
threaded rod. Why? This means the arm will be rotating on threads.
from the swing arm location. The Nuts will remain in
Transportation
Verify that this connection works. Not sure what is rotating. The arm
place via the double nuts tightened against each other.
Design
around the threaded rod or the threaded rod inside the support clip
We do not feel bushings are required.
or both. How will the nut stay on over time? Any bushings?
221
D Akesson
D
ST07
At the hinge, a callout for Teflon washers is pointing to three hatched
A/C —Washer thickness need not be specified. The
S. Tu
Renton —
areas. The Teflon washer thickness is not specified. For the middle
rectangles are the steel washers. A steel washer has
Transportation
hatched area, two rectangles are shown on either side, between the
been added on each side of the swing arm.
Design
washer and the support clip and swing arm. These are not labeled.
Are these washers? Bushings?
222
D Akesson
D
ST07
If the decision is made to keep the U-bolt pipe connection, should
C — U-bolt has been removed
S. Tu
Renton —
the nuts securing the U-bolts to the swing arm be a double nut or
Transportation
secured with lock tight?
Design
223
B. Hanson
D
SGOI
Street parking to be prohibited on west side of Shattuck, south of the
A
A. Laszlo
Renton —
intersection with Houser to the first driveway entrance (approx. STA
Transportation
17+92 to STA 19+00). Need "No Parking" signs installed on west
Design
side of Shattuck.
224
B. Mahn
D
SGOI
Note that says "To Existing Contactor Cabinet at Shattuck Ave. and
A
D.
Renton —
S 4`" St." should also be included on DWG TS01.
Belloumini
Transportation
Planning
225
J. Aesquivel
D
SGO1
Add General Note 4 that states "Vertical clearance to bottom of
A
A. Laszlo
Renton -
signs shall be T-0" minimum for one sign and 6-0" minimum for two
Transportation
signs mounted vertically."
O erations
226
J. Aesquivel
D
SGOI
Const
Change reference from sheet # to DWG #.
A
A. Laszlo
Renton -
Note 1
Transportation
,
Operations
227
J. Aesquivel
D
SGOI
Const
Change note to "Double (yellow) centerline raised pavement
A
A. Laszlo
Renton -
Note 4
markers per WSDOT Std. Plan M-20.10-01."
Transportation
Operations
228
J. Aesquivel
D
SGOI
Const
Change note to "Yellow centerline raised pavement markers at T-0"
A--
A. Laszlo
Renton -
Note 5
on center, 1'-0" from face of curb." Show line around islands (1-ft
Transportation
offset) and add Const Note 5 call out pointing to new lines. At narrow
Operations
end of islands extend lines until they intersect. For north island, the
intersection point should line up with the existing RPM's in the street.
Show as tying in with existing RMP's.
(o Type: D = Drawing SP = Spec R = Report CE = Cost Estimate SC = Schedule CA = Calculation SK = Sketch
l') No: Drawing number, Spec number, Page number, Paragraph number, etc.
Response Codes: A. Incorporated; B. Open/Under Review; C. Evaluated/Not incorporated; D. Beyond scope/Not evaluated; E. Clarify or discuss; X. Comment Closed
Shattuck Avenue S
90% Review Comments
Page 24
Item
#
Name
Type
(7
No.
2)
Addl.
Ref.1
Addl.
Ref.2
Comments
Responses and/or Resolution
Name
229
J. Aesquivel
Renton -
D
SGOI
Add Construction Note 8 that states "Paint the curb yellow
(reflective)." Add Const Note 8 callout point to curb on both islands.
A
A. Laszlo
Transportation
Operations
230
J. Aesquivel
D
SGOI
Remove white lane line from STA 17+45.5 to STA 17+92.2.
A
A. Laszlo
Renton -
Transportation
Operations
231
J. Aesquivel
Renton -
D
SGOI
Orientation of sign #2 (stop sign) incorrect. Sign is located south of
the RR bridge on the west side of Shattuck.
A
A. Laszlo/
R. Meyer
Transportation
Operations
232
J. Aesquivel
Renton -
D
SGOI
Add radius (R=55') to beginning and ending station for Const Note 3
callouts (both intersections).
A
A. Laszlo
Transportation
Operations
233
J. Aesquivel
Renton -
D
SGOI
Sign #10 callout points to an existing sign and proposed sign as if to
relocate. Remove arrow to existing sign. Existing sign to be
A
A. Laszlo
Transportation
removed.
Operations
234
J. Aesquivel
Renton -
D
SGOI
Move sign #15 to Height Detection System post underneath sign
#11.
C —Would not provide sufficient vertical clearance from
ground.
A. Laszlo
Transportation
Operations
235
J. Aesquivel
Renton -
D
SGOI
Sign #16 is currently located in the middle of the curb cut for
driveway entrance. Move sign #16 to Height Detection System post
A
A. Laszlo
Transportation
underneath sign #17.
Operations
236
J. Aesquivel
D
SGOI,
What is sign #7? Sign detail not shown on SG02. Necessary?
C — Sign is existing street mane sign. No detail
A. Laszlo
Renton -
SG02
necessary.
Transportation
Operations
237
J. Aesquivel
Renton -
D
SGOI
Table
For signs 1-2, 4-6, 8-10, 12, 18 the vertical clearance should be
listed as 7'-0". For sign 3 the vertical clearance should be listed as
A
A. Laszlo
Transportation
8'-0'. For sign 7.
Operations
238
J. Aesquivel
Renton -
Transportation
Operations
D
SGOI,
SG02
On DWG SGOI, in table for signs 15, 16: Sign Code Number = R2-
1, Post Material = Metal, Post Size = Height Detection Column, Sign
Clearance V = 6-0", Remarks = See DWG ST02. On DWG SG02
change detail name for Sign No. 15 and 16 to R2-1. Modify detail to
show a rectangular sign 30" high x 24" wide with the speed limit.
A
A. Laszlo
°l Type: D = Drawing SP = Spec R = Report CE =.Cost Estimate SC = Schedule CA = Calculation SK = Sketch Shattuck Avenue S
_ No: Drawing number, Spec number, Page number, Paragraph number, etc. 90% Review Comments
Response Codes: A. Incorporated; B. Open/Under Review; C. Evaluated/Not incorporated; D. Beyond scope/Not evaluated; E. Clarify or discuss; X. Comment Closed
Page 25
Type
No.
Addl.
Addl.
Comments
Responses and/or Resolution
Name
(1
2)
Ref.
Ref.2
F239J.el
D
SGOI
In table for signs 11, 17: Post Material = Metal, Post Size = Height
A
A. Laszlo
Detection Column, Sign Clearance V = 8'-6", Remarks =See DWG
ation
ST02
Operations
240
B. Hanson
D
SGO1,
On DWG SG01, in table for sign 19: Sign Code Number = R4-302
A
A. Laszlo
Renton -
SG02
MOD C, Post Material = Wood, Post Size = 6x6, Sign Clearance
Transportation
V=7'-0". Sign to be located for westbound vehicles on Houser Way
Design
S. Additional sign to be located for eastbound vehicles on S 4`"
Place (may need 8'-0' vertical clearance for this location). On DWG
SG02 remove existing detail for sign #19 and add new detail. Copy
and modify detail for R4-302 MOD B. Bottom of new sign to say
Must Turn Left.
241
B. Hanson
D
SGOI
Raised Pavement Markers delineating CL of Shattuck S-alignment
A
A. Laszlo
Renton -
to be placed for 20-ft from stop bars at each intersection to indicate
Transportation
2-way vehicle use. Remove CL RPM's from remainder of S-
Desi n
alignment since narrow street.
242
J. Aesquivel
D
SGOI,
On DWG SG01, in table add sign: Street = Shattuck Ave, Station &
A
A. Laszlo
Renton -
SG02
Offset = STA. 18+58.76, 0.00 RT (mounted on backside of sign #9),
Transportation
Sign Code Number = R4-7, Post Material = Wood, Post Size = 6x6,
Operations
Sign Clearance V=T-0". On DWG SG02 add detail for Sign No. X.
Show R4-7 sign, 30" high x 24" wide showing island on left side with
arrow avoiding island to right.
243
J. Aesquivel
D
SGO1,
On DWG SGOI, in table add sign: Street = Shattuck Ave, Station &
C — It was agreed with the City that this sign is not
A. Laszlo
Renton -
SG02
Offset = STA. 18+00, 0.00 RT, Sign Code Number = OM-3L, Post
warranted.
Transportation
Material = Wood, Post Size = 4x4, Sign Clearance V=4'-0". On DWG
Operations
SG02 add detail for Sign No. X. Show OM-3L sign, 36" high x 12"
wide with alternating black & yellow diagonal lines (-45 degrees from
vertical).
244
J. Aesquivel
D
SGOI-
On DWG SG01, in table add sign: Street = Shattuck Ave, Station &
A
A. Laszlo
Renton -
SG02
Offset = STA. 21+83.04, 4.00 RT (mounted on backside of sign #8),
Transportation
Sign Code Number = R4-7, Post Material = Wood, Post Size = 6x6,
Operations
Sign Clearance V=T-0". On DWG SG02 add detail for Sign No. X.
Show R4-7 sign, 30" high x 24" wide showing island on left side with
arrow avoiding island to right.
245
J. Aesquivel
D
SG02
Show WSDOT Std. Plan M-20.10-01.
C At was agreed with the City that referencing the
A. Laszlo
Renton -
drawing is sufficient.
Transportation
Operations
'l Type: D = Drawing SP = Spec R = Report CE = Cost Estimate SC = Schedule CA = Calculation SK = Sketch 0 Shattuck Avenue S
�1 No: Drawing number, Spec number, Page number, Paragraph number, etc.. 90% Review Comments
Response Codes: A. Incorporated; B. Open/Under Review; C. Evaluated/Not incorporated; D. Beyond scope/Not evaluated; E. Clarify or discuss; X. Comment Closed
Page 26
Item
Type
No.
Addl.
Addl.
Comments
Responses and/or Resolution
Name
#
Name
1
2)
Ref.1
Ref.2
246
J. Aesquivel
D
SG02
Revise details R4-302 Mod A and R4-302 Mod B from "8' HEIGHT,
A
A. Laszlo
Renton -
OR OVER, 10,000 LBS" to "8' HEIGHT/, 10,000 LBS". Extend
Transportation
horizontal black line to each edge of sign. Make both signs same
Operations
I
I size. Currently same dimensions given but drawn different size.
247
B. Hanson
D
SG02
Why showing cross walk details for 4-lane configuration when all
A
A. Laszlo/
1248
Renton -
proposed crossings are 2-lane configurations?
R. Meyer
Transportation
Design
D Akesson
D
SG02
Change detail R7-1 by removing arrow and adding "North of Here".
A
A. Laszlo
Renton —
Transportation
Design
249
J. Aesquivel
D
TSOI
Note 9
Drawing reference is incorrect.
A
D.
Renton -
Belloumini
Transportation
Operations
250
D Akesson
D
SDO1-
Title
Title should match the other sheets in the set.
A
R. Meyer
Renton —
SD06
Block
Transportation
Design
251
B. Mahn
D
SDOI
Add CPEP to list of Abbreviations on DWG LG01.
A
R. Meyer
Renton —
Transportation
Planning
252
A. Quynn —
D
SDOI
Plan
Proposed 12" dia. storm pipe from CB#1A and 48" dia. storm line
A
K. Smith
Renton
are incorrectly shown as being connected to vault manhole rim
Surface Water
instead of the side of the vault.
253
A. Quynn —
D
SDOI
Plan
Suggest moving note #20 callout adjacent to callout for CB#2.
A
K. Smith
Renton
Surface Water
254
R. Marshall
D
SDOI-
Use thru-curb inlets for CB's at all low points in curb profile.
A — thru curb inlets could not be used in some locations
K. Smith
Renton
SD03
due to curb ramp or driveway cut..
Surface Water
Mainteance
255
A. Quynn —
D
SD01-
Plan
Show extent of water service line replacement from water meter to
A
K. Smith
Renton
SD03
16" dia. water main.
Surface Water
256
A. Quynn —
D
SDOI
Add note to CB#1 referring to drawing number for sewer casing
A — Construction Note #11 attached to C13#1
K. Smith
Renton
detail.
Surface Water
... Type: D = Drawing SP = Spec R = Report CE = Cost Estimate SC = Schedule CA = Calculation SK = Sketch Shattuck Avenue S
"' No: Drawing number, Spec number, Page number, Paragraph number, etc. 90% Review Comments
Response Codes: A. Incorporated; B. Open/Under Review; C. Evaluated[Not incorporated; D. Beyond scope/Not evaluated; E. Clarify or discuss; X. Comment Closed
Page 27
Item
Type
No.
Addl.
Addl.
Comments
Responses and/or Resolution
Name
#
Name
(1
(2)
Ref.1
Ref.2
257
A. Quynn —
D
SD02
Is there a reason for using a concrete inlet instead of a standard
B — Concrete inlets have been used since structures
K. Smith
Renton
Type I CB (2 locations)?
are directly over 48" pipe to provide clearance.
Surface Water
258
A. Quynn —
D
SD02
The 12" dia. storm lateral and CB#5B shown on the plans at STA.
A - Will revise
K. Smith
Renton
16+70 have been installed as part of a development on the east side
Surface Water
of Shattuck Ave. S. The location of the newly installed CB is STA.
16+75. Relocate CB#5B to STA. 16+75 and show as existing Type I
CB. The IE in this CB is 23.78'. Show lateral as existing 12" dia.
ductile iron.
259
A. Quynn —
D
SD02
The newly installed lateral discussed above is connected to the
A- Will revise
K. Smith
Renton
existing storm main in Shattuck Ave. S via a newly installed Type I
Surface Water
CB at STA 16+70. The IE of the lateral at the new CB is 23.65'.
Maintain this IE to the proposed CB#5. Show Type I CB as existing
to be removed by contractor.
260
A. Quynn —
D
SD02
The IE for CB#5A should be lower to provide more cover for the
B — Will verify: See response to Item #257
K. Smith
Renton
lateral to CB#5. An IE of 22.95 for CB#5A would provide 2.66-ft
Surface Water
cover over the lateral and maintain a pipe slope of 1 %.
261
A. Quynn —
D
SD02
Note
Add "core drill" to note.
A —Will revise
K. Smith
Renton
28
Surface Water
262
A. Quynn —
D
SD02
There is a gas line, marked in the field, running west to east
Only one gas line to the west is shown on PSE's map,
K. Smith
Renton
between proposed CB#3B and CB#4. It is parallel and just south of
which is south of this MH. A warning note, #35 , has
Surface Water
the 10" dia. Water line. The gas line goes through the north side of
been added to this MH to alert the contractor to figure
MH2186 (to be replaced by CB#3B). Portions of the existing
out the utility and coordinate relocation.
manhole were removed and the interior reconstructed around the
gas line. As designed, CB#3B is currently in conflict with the gas
line. This gas line will need to be relocated.
263
D Akesson
D
SD03
If CB2098 and CB851 are to be removed why not remove 6" dia.
A
K. Smith
Renton —
pipe connections also? Why plug instead of remove since such short
Transportation
lengths?
Design
264
A. Quynn —
D
SD03
At proposed CB#6 an existing 8" dia. CMP across Shattuck to
A — New 12" lateral pipe and CB added per new item
K. Smith
Renton
existing CB2203 is shown. The existing CB appears to be serving a
list.
Surface Water
parking area. Please confirm that this line can be plugged as
indicated by note 8. If not, show the pipe size and IE on profile for
CB#6. See NEW ITEMS LIST for upsizing line crossing Shattuck.
265
A. Quynn —
D
SD03
Note
Confirm there is a utility pole shown on this sheet. Why is there a
A — Note removed.
K. Smith
Renton
10
note 10 callout, shown in the profile, pointing to the SS pipe between
Surface Water
CB#8A and CB#8?
Type: D = Drawing SP = Spec R = Report CE = Cost Estimate SC = Schedule
No: Drawing number, Spec number, Page number, Paragraph number, etc.
Response Codes: A. Incorporated; B. Open/Under Review; C. Evaluated/Not incorporated; D.
CA = Calculation SK = Sketch
Beyond scope/Not evaluated; E. Clarify or discuss; X. Comment Closed
Shattuck Avenue S
90% Review Comments
, Page 28
Item
Type
No.
Addl.
Addl.
Comments
Responses and/or Resolution
Name
11
Name
11)
(2)
Ref.1
Ref.2
266
A. Quynn-
U
SI)()4
What method is proposed to extend and connect the existing 10"
The contractor will probably pump around the existing
K Smith
Renton
dia. PVC SS to proposed SSMH#4 (see SS Profile - SSMH#4)?
manhole, remove existing MH, cut 10" pipes upstream
Surface Water
and downstream from the existing manhole, set new
manhole, and connect to existing upstream and
downstream pipes with new 10" PVC connected to
existing PVC with couplings. Connection pipes have
been made incidental to the cost of the new shallow
manhole in 7-05.5. Bypass pumping is covered by a
separate bid item in 7-17.3(1)A.
267
A. Quynn -
D
SD04
What method is proposed to extend and connect the existing 12"
CB #3A and #313 are now used to intercept the existing
K. Smith
Renton
dia. CONC. SD to proposed CB#3 (see SD Profile - CB#3)?
storm pipes from the west.
Surface Water
268
A. Quynn -
1)
SI)04
Include a profile for proposed CB#3B on SD Profile - CB#3.
E - Drainage structures are shown in plan and profile
K Smith
Renton
sheets
Surface Water
269
A. Quynn -
1)
SI x)4
Include a profile for proposed CB#4A on SD Profile - CB#4.
E - Drainage structures are shown in plan and profile
K Smith
Renton
sheets
Surface Water
270
A. Quynn -
I)
SI)04
Revise SD Profile - CB#5 per previous comments above for SD03.
A
K. Smith
Renton
Show CB#5B as an existing Type I CB per previous comments
Surface Water
above for SD03. Show connection between CB#5 and CB#5B as
existing 12" dia. ductile iron pipe per previous comments above for
SD03.
271
A. Quynn -
D
SD04
Is there a reason for using a concrete inlet instead of a standard
B - Inlet is used due to the proximity of existing 6"
K. Smith
Renton
Type I CB for CB#10B?
water line for hydrant
Surface Water
272
A. Quynn -
U
SIM
Add a note to core drill into existing MH2383 for 8" dia. PVC SS.
A
K Smilh
Renton
Surface Water
273
B. Mahn
D
SI)06
48" SD Trench Cross -Section: Note saying "See Pavement Limit
A -Deleted these notes. Pavement restoration
h Smith
Renton-
Note, See Trench Note". Where are these notes? None shown on
referenced to be shown on roadway plans
Transportation
DWG.
Planning
274
M Benoit-
D
SD01
Note
Is there a specification or detail for plug and abandon existing sewer
A specification has been added in 7-17.3(1)C. The cost
K. Smith
Renton
22
services? The cut and plug for each side sewer shall be as close as
for this work has been made incidental to the cost of
Wastewater
possible to the sanitary sewer main within the limits of the trench for
the pipe installation in Section 7-17.5.
the proposed storm line. The method shall provide the best
assurance possible of preventing infiltration into the sanitary sewer
system.
't Type: D = Drawing SP = Spec R = Report CE = Cost Estimate SC = Schedule CA = Calculation SK = Sketch
a No: Drawing number, Spec number, Page number, Paragraph number, etc.
Response Codes: A. Incorporated; B. Open/Under Review; C. Evaluated/Not incorporated; D. Beyond scope/Not evaluated; E. Clarify or discuss; X. Comment Closed
Shattuck Avenue S
90% Review Comments
Page 29
I
M
MA
v
Item
Type
No.
Addl.
Addl.
Comments
Responses and/or Resolution
Name
#
Name
(1)
2t
Ret.1
Ref.2
75
M Benoit -
D
SDOI
City standards call for a 0.1' fall across manholes, unless otherwise
A
K Smith
Renton
approved. Is there a reason that 0.1' cannot be achieved?
l
Wastewater
276
M Benoit -
D
SD01
The new 8" PVC Sanitary Sewer between SSMH#1 and SSMH#2 is
Potholing was attempted for all four side sewers at the
K smith
Renton
proposed to have a 1.6% slope. Please confirm that the new 8" SS
proposed storm drain crossing, at a location based on
%Wastewater
pipe is deep enough to connect to existing side sewers. What
the video inspection records for the 18" main. Only the
information was used to determine the depth of the existing side
side sewer closest to SSMH #1 was successfully,
sewers? City as -built drawings? Were the side sewers potholed?
potholed, at 5.5' depth to top (now noted on profile). It
has been assumed that the other three have similar
depth, in which case the proposed 7.77 depth for
SSMH #2 would be sufficient. A note has been added
to Const. Note 22 to verify the depth of the existing side
sewers prior to construction. Description has been
added to Section 7-17.3(1)B for what to do if the side
sewer is higher or lower than the proposed main
77
M Benoit-
D
SD02
Existing SSMH labeled "MH2181" has an existing sewer connection
The intent is to connect to the existing manhole at the
K. Smith
Renton
from the NW. The proposed storm sewer will result in a relocation of
nearly the same location, with a slightly different angle
Wastewater
this connection. Please confirm that the structural integrity of the
of entry. The manhole will be rechanneled to
existing manhole will be preserved after the relocation of this
accommodate the change. Structural integrity is not
connection. If not, consider a new manhole structure.
expected to be an issue is the new connection point will
cF --1 -` : , 30S e -, , � _, , I , -, r
be so close to the existing one
278
D Akesson
D
SD02
Proposed CB #3 is immediately adjacent to existing SS MH2182.
A detail has been added for CB #3 on SD07 that shows
h Smith
Renton-
There is not a detailed plan view of CB #3 on DWG SD03.
MH 2182.
Transportation
Therefore, it is difficult to see if there is a conflict between CB #3 and
Design
MH2182. Please verify that there is not a conflict.
279
tv1 Benoit—
D
SD02
Note
Consider revising note to "Protect or relocate sanitary sewer
A
F smith
Kenton
23
service". See above comment.
Wastewater
280
M Benoit-
D
SD03
Existing SSMH labeled "MH2779" at approx. STA 19+10 RT 19'
C - Retaining wall removed.
K Smith
Renton
appears to be in conflict with proposed retaining wall spread footing.
Wastewater
281
M Benoit-
D
SD03
Existing SSMH labeled "MH841" at approx. STA 20+65 RT 0'
B -Will field verify orientation
F Smith
Renton
appears to be in conflict with proposed curb. Is this a brick structure?
Wastewater
If not, can the cone be rotated to avoid the curb?
282
M Benoit-
D
SD01
CI
City records indicate that for SSMH #3 the 8" dia. CPEP(E) pipe at
A
K Smith
Renton
IE = 18.08 is actually PVC(E). Please confirm and revise
Wastewater
accordingly.
283
M Benoit—
D
SD04
C'Btra
City records indicate that for MH2181 the 18" dia. CONC(S) pipe at
A
1: Smith
Renton
IE = 16.18 is actually PVC(N/S). Please confirm and revise
Wastewater
accordingly.
Type: D = Drawing SP = Spec R = Report CE = Cost Estimate SC = Schedule CA = Calculation SK = Sketch Shattuck Avenue S
r=t No: Drawing number, Spec number, Page number, Paragraph number, etc. 90% Review Comments
Response Codes: A. Incorporated; B. Open/Under Review; C. Evaluated/Not incorporated; D. Beyond scope/Not evaluated; E. Clarify or discuss; X. Comment Closed
Page 30
Item
Type
No.
Addl.
Addl.
Comments
Responses and/or Resolution
Name
#
Name
(1)
(2)
Ref.1
Ref.2
284
M Benoit -
D
SD04
SS
Consider revising note "protect existing sanitary sewer service, 6"
A
h Smith
Renton
Profile
min clearance" to "protect or relocate existing
Wastewater
STA
17+23
285
A Gafour -
1)
SDO1-
Note
Verify that there is 5-ft horizontal clearance between the proposed
Gas line is shown with 5' separation. It doesn't appear
K Smith
Renton
SD03
15
gas line location and the water main or any thrust blocks. This is the
that there would be any thrust blocking on the west side
Water
min. horiz. clearance required by City Water Dept.
of the main in the vicinity of the proposed gas line.
286
A Gafour-
D
SIM
Notes
All existing water service lines must be replaced from water main to
A
K Smith
Renton
2. 3A
new location of water meters. Verify that all water meters on west
Water
side need to be relocated due to storm pipe trench.
287
A Gafour-
D
SD01
Show water service line diameter on profile. Typically,'/. inch dia.
A
K Smith
Renton
Working left to right, the 3`" and 4" water services shown in the
Water
profile are 1 inch dia.
288
A Gafour -
D
SD02
Show water service line diameter on profile. Typically,'/. inch dia.
A
K. Smith
Renton
Water
289
A Gafour -
1)
SD02
Verify elevation of existing 10" dia. water line. The elevation is
The potholed depth has been shown and labeled on the
ti. Smith
Renton
shown as estimated in the profile. Wasn't this water line potholed? Is
profile. It appears there will be about 10" of clearance
Water
there a conflict between this water line and the 48" dia. storm pipe
between the outsides of the two pipes.
and/or CB #4?
290
A Gafour-
D
SD02
How is the 10" dia. water line at S 6'" St. to be supported during
Per discussion with Derek Akesson, the contractor will
K. Smith
Renton
excavation of the trench for the storm line and/or the 84" type 2
submit a plan for protecting the main, the City will shut
Water
manhole (CB#4). How can compaction occur around the structure
off the main during construction, and reactivate it
without damaging the water line?
afterward. If watermain is damaged, the contractor will
excavate for repairs/replacement by the city. A special
provision has been added in 1-07.17 4 detailing this.
291
A Gafour-
D
SD02
Note 3
All existing water service lines must be replaced from water main to
A
K Smith
Renton
new location of water meters. Verify that all water meters on west
Water
side need to be relocated due to storm pipe trench.
K. Smith
292
A Gafour -
D
SD03
Show water service line diameter on profile. Typically, '/. inch dia.
A
Renton
Water
293
A Gafour -
D
SD03
Verify elevation of existing 8" dia. water line at S 41" Pl. The elevation
The potholed depth has been shown and labeled on the
h Smith
Renton
is shown as estimated in the profile. Wasn't this water line potholed?
profile. It appears there will be about 14" of clearance
Water
Is there a conflict between this water line and the 48" dia. storm
between the outsides of the two pipes. The Special
pipe?
Provision in Section 1-07.17(4) covers protection of the
8-inch water line in addition to the 10-inch line.
K. Smith
294
A Gafour-
D
SDO3
Verify that there is not a conflict between the 6" dia. water line in
B -Will verify
Renton
Houser Way S and proposed 8" dia. storm line to CB #10B.
Water
tl Type: D = Drawing SP = Spec R = Report CE = Cost Estimate SC = Schedule CA = Calculation SK = Sketch Shattuck Avenue S
�l No: Drawing number, Spec number, Page number, Paragraph number, etc. 90% Review Comments
Response Codes: A. Incorporated; B. Open/Under Review; C. Evaluated/Not incorporated; D. Beyond scope/Not evaluated; E. Clarify or discuss; X. Comment Closed
Page 31
Type
No.
Addl.
Addl.
Comments
Responses and/or Resolution
Name
1
(2
Ref.1
Ref.2
K. Smith
r
F5A
D
SD03
What is the horizontal clearance between the 16" water main and
The clearance is approximately 2' to the outside of the
the foundation for the height detection frame on the south side of the
pipe.
RR bridge? Is it 5-ft min?
K. Smith
296
A Gafour —
D
SD03
Note
Remove existing fire hydrant and replace with new fire hydrant at
A
Renton
31
new location.
Water
K. Smith
297
A Gafour—
D
SD05
Is there a reason for not showing the new structure sizes on details
A — Sizes added
Renton
for CB#1 and CB#4?
Water
K. Smith
298
A Gafour —
D
SD05
CB#4
Is there a reason for not showing the 10" dia. water line in the profile
A — waterline added to profile view.
Renton
view?
Water
K. Smith
299
A Gafour —
D
SD05
CB#4
No provisions have been made for supporting the 10" dia. water line
See response to Comment #290.
Renton
across the storm pipe trench. Suggest removing water line within the
Water
trench and replacing after CB#4 and storm line is installed by
contractor. City Water Maintenance crews will remove and replace
this segment of water line.
K. Smith
300
A. Quynn —
D
SD02
There is a tee connection with existing storm system at approx. STA
CB #5A has been added to intercept this pipe.
Renton
14+12 that runs to the east. Show this on the base map. Surface
Surface Water
Water would like to intercept at east curb with Type I CB. See NEW
ITEMS LIST for information.
K. Smith
301
A. Quynn —
D
SD03
There is a tee connection with the existing storm system, 32-ft north
CB #9C has been added to intercept this pipe.
Renton
of existing storm manhole MI-1843. It is 6" or 8" pipe that heads to the
Surface Water
west that serves the building on the southwest corner of Shattuck
Ave. S and S 4" Place. This needs to be shown on the base map.
Need to add structute (CB with locking lid or something) to pick up
and connect with proposed C13#8.
D.
302
D Akesson
D
TSO1
Suggest turning on water line, storm sewer and sanitary sewer
A.
Bciioo,ni„i
Renton —
background layers. It is difficult to determine potential conflicts
Transportation
between conduits and j-boxes and the utilities.
Design
D.
303
A Gafour —
D
TS01
Relocate proposed J-boxes away from 16" dia. water main. Maintain
A.
Bclloumini
Renton
5-ft horizontal clearance from'water main.
Water
Type: D = Drawing SP = Spec R = Report CE = Cost Estimate SC = Schedule CA = Calculation SK = Sketch Shattuck Avenue S
=l No: Drawing number, Spec number, Page number, Paragraph number, etc. 90% Review Comments
Response Codes: A. Incorporated; B. Open/Under Review; C. Evaluated/Not incorporated; D. Beyond scope/Not evaluated; E. Clarify or discuss; X. Comment Closed
Page 32
Item
Type
No.
Addl.
Addl.
Comments
Responses and/or Resolution
Name
#
Name
1)
(2
Ref.1
Ref.2
F
D.
304
D Akesson
D
TS01
Since the water department won't allow a new junction box within 5
A. a
Bellouinini
Renton —
feet of the water main, suggest running power conduit along west
Transportation
side of S-line with junction boxes at each steel frame for the
Design
detection system and sacrificial beam. Also located junction box just
south of the bridge, on west side of S-line, to route power across to
center pier for lights on bridge. Then an additional j-box on the east
side of S-line, just south of bridge, near the center pier. Route
conduits to lights installed on bridge and lights on center pier. Keep
in mind there is a space between the pair of box girders for each
span that will allow conduit to be routed over the pier cap, between
the box girders. This may or may not be easier than routing conduit
around the outside of the pier cap for the light proposed under the
east span. As far as power to the street light on the north side of the
bridge, if possible the City would like to leave at existing location
with no change to power source. See list of NEW ITEMS LIST for
more information pertaining to sidewalk alignment.
D.
305
D Akesson
D
TS01
Callout for "Existing Conduit" shown at approx. STA. 18+00. What is
A. Need to turn on layer.
Belloumini
Renton —
it pointing at? Isn't the conduit shown in phantom line near curb?
Transportation
Design
D.
306
D Akesson
D
TS01
Callout for Const. Note 2 shown at approx. STA. 18+25. What is it
A
BdIonmini
Renton —
pointing at? Isn't the conduit shown in phantom line near curb?
Transportation
Design
D.
307
D Akesson
D
TS01
Const.
Isn't this conduit going to be in the trench for the storm drain and as
A
Bellonn,ini
Renton —
Note 2
a result removed? Why not run new conduit to street light from
Transportation
existing power vault and remove existing conduit during trench
Design
I
excavation?
D.
308
D Akesson
D
TS01
Callout for Const. Note 5 shown at approx. S-Line STA. 100+00 is
A.
Belloun,ini
Renton —
pointing at street light on west side of Shattuck, south side of bridge.
Transportation
Is this street light in the storm drain trench? Does it need to be
Design
relocated?
D.
309
D Akesson
D
TS02
The elevation and section views show the tile switch probe cable. Is
A.
Belloumini
Renton —
there any concern about routing the cable in front of the nut? Seems
Transportation
like has the potential of causing the cable to be pulled out as the arm
Design
swings. What about behind the nut (between the CL of the swing
arm and the spring steel)?
Type: D = Drawing SP = Spec R = Report CE = Cost Estimate SC = Schedule CA = Calculation SK = Sketch Shattuck Avenue S
2l No: Drawing number, Spec number, Page number, Paragraph number, etc. 90% Review Comments
Response Codes: A. Incorporated; B. Open/Under Review; C. Evaluated/Not incorporated; D. Beyond scope/Not evaluated; E. Clarify or discuss; X. Comment Closed
Page 33
Type
No.
Addl.
Addl.
Comments
Responses and/or Resolution
Name
1
(2
Ref.1
Ref.2
D.
n
FOD
D
TS03
The detail named "Mounting Shelf For Warning Lights Attached To
A. Notes and details will be added.
Belloumini
Protective Tee On Bridge" has a callout for 3-1/2" bolts. Verify that
ation
this is (3) 1/2" diameter bolts. How is the mounting bracket located
Design
relative to the existing structural tee currently mounted on the
bridge? What is the dimension from the top of the plate to the row of
(3) '/2" diameter bolts? The stem length of the tee is approximately
3.5", so the plate will overhang the end of the stem by 5.5". Does
this work? Is the plategalvanized? Are the boltsgalvanized?
D.
311
D Akesson
D
TS03
The detail named "Mounting Plate" what is it used for? Cannot find
E. It is used to mount the flashing warning lights on the
Bellomni„i
Renton—
any reference to it.
structures.
Transportation
Design
D.
312
D Akesson
D
TS04
Why are there two types of lunimaires?
E. One is for lighting the roadway west of the column.
Belloumini
The other (higher wattage) is to deter vandalism and
Renton—
vagrants east of the column.
Transportation
Design
D.
313
D Akesson
D
TS04
Const.
Suggest changing note to "Luminaires will be located at mid point of
A.
Bellownini
Renton —
Note 4
concrete pier cap."
Transportation
Design
D.
314
D Akesson
D
TS04
Const
Note and bridge elevation describe the locations of the red warning
A. Sam installation on both sides of bridge. Note will
Belloumini
Renton —
Note 6
lights on one side of the bridge (south face). What about the other
be added.
Transportation
side (north face)? Based on all the TS drawings, how is the
Design
contractor to know that 4 lights are required, two on each side of the
bridge? Will the note work for the lights located on the north face?
D.
315
D Akesson
D
TS04
Const
The term "underside" is not very clear. Consider revising note. The
A Note will be revised.
Belloumini
Renton —
Note 7
conduit is really being attached to the stem of the structural tee not
Conduit is proposed the bottom side to protect it
Transportation
the underside of the structural tee. Also why attach the conduit to the
from the weather. However, a note will be added to
from
Design
bottom face of the stem? Why not place it on the top face to protect
relocate the conduit to the top face of the structuralal tee.
it?
316
A Gafour—
D
LSOI
What is the vertical clearance between the 16" dia. water main the
C —The wall has been deleted.
R. Meyer
Renton
base of the footings for the concrete retaining walls shown? The
Water
water line was potholed on either side of the RR bridge. Where is
this information?
317
B. Hanson
D
LSO
Remove both 8" CIP concrete walls.
Noted. Drawings will be adjusted accordingly. As per
R. Lloyd
Renton—
City instruction smaller wall has been specified for
Transportation
mounting monument.
Design
318
B. Hanson
D
LSO
Remove rockery walls from sacrificial beam foundation. Grade
Existing embankment on west side of Shattuck will
R. Lloyd
Renton —
accordingly.
require some sort of retainage or adjustment of
Transportation
sacrificial beam foundation.
Design
Type: D = Drawing SP = Spec R = Report CE = Cost Estimate SC = Schedule CA = Calculation SK = Sketch 5nattucK Avenue 5
l2l No: Drawing number, Spec number, Page number, Paragraph number, etc. 90% Review Comments
Response Codes: A. Incorporated; B. Open/Under Review; C. Evaluated/Not incorporated; D. Beyond scope/Not evaluated; E. Clarify or discuss; X. Comment Closed
Page 34
Item
Type
No.
Addl.
Addl.
Comments
Responses and/or Resolution
Name
#
Name
1)
(2)
Ref.1
Ref.2
319
B. Hanson
D
LS02
Do the existing trees on the west side of Shattuck, immediately
Proposed trees will be removed from drawings.
R. Lloyd
Renton -
south of BNSF RR ROW need to be removed for the trench
Certified Arborist should be consulted to evaluate
Transportation
construction? Leave the existing trees alone and do not plant
survival potential of existing trees.
proposed new trees total = 5).
320
Terry Flately
D
LS02
If the trees existing trees on the west side of Shattuck, immediately
Noted. Drawings will be adjusted accordingly.
R. Lloyd
Renton —
south of the RR bridge, need to be removed because of the trench,
Parks Dept.
change tree type Acer Rubrum 'Armstrong' to Zelkova Serrata
'Musashino'.
Also the Tree spacing should be as follows:
Minimum distance of 30-ft from street lights;
Minimum of 40-ft from stop/yield signs;
Minimum distance of 40-ft from adjacent tree.
Finally, the northernmost tree interferes with the street light location.
321
Terry Flately
D
LS04
Trees and shrubs shall be planted at the root collar or one to two
Noted. Details and notes will be adjusted accordingly.
R. Lloyd
Renton —
inches higher. Remove all materials at planting attached to trees and
Parks Dept.
shrubs including wire baskets, twine, burlap, pots, trunk wraps,
ribbons, tags, etc. Prune to remove only dead, dying or diseased
and broken branches. Use 3" of bark mulch.
322
D. Akesson
SP
Attached BNSF exhibits must be included in the final bid documents.
A
R. Meyer
Renton —
Transportation
Design
323
Terry Flately
SP
There are no landscaping specifications shown. Please specify a
A. Landscaping specifications are included in Roadside
R. Lloyd
Renton —
topsoil mix. Topsoil depth should be a minimum of 3-ft. Also please
Restoration specifications. Topsoil depth is specified at
Parks Dept.
specify a mulch type.
12".
324
B. Mahn
SP
Page V
Correct spelling error in 2nd paragraph:
A
A. Laszlo
Renton —
Transportation
Each Amendment contains all current revisions tot eh applicable
Planning
Section..........
325
B. Mahn
SP
Page SP-
Introduction to the special provisions. The first sentence of the
A
A. Laszlo
Renton —
x
second paragraph under the Description of Work lists the length of
Transportation
48" dia storm pipe to be installed. It should be 1,200 linear feet
Planning
instead of 2,200 linear feet.
-
326
B. Mahn
SP
Page SP-
Under Secretary, Secretary of Transportation the sentence refers to
A
A. Laszlo
Renton —
2
"Department of Planning/Building/Public Works Administrator".
Transportation
Remove Planning/Building.
Planning
' Type: D = Drawing SP = Spec R = Report CE = Cost Estimate SC = Schedule CA = Calculation SK = Sketch
_ No: Drawing number, Spec number, Page number, Paragraph number, etc.
Response Codes: A. Incorporated; B. Open/Under Review; C. Evaluated/Not incorporated; D. Beyond scope/Not evaluated; E. Clarify or discuss; X. Comment Closed
Shattuck Avenue S
90% Review Comments
Page 35
Item
Type
No.
Addl.
Addl.
Comments
Responses and/or Resolution
Name
#
Name
(1)
(2)
Ref.1
Ref.2
327
B. Mahn
SP
7-06 l
(4)
Reference to following reports. However, no reports are listed.
A
A. Iaszlo
Renton -
Transportation
Planning
328
M Benoit-
SP
7-08.3
(2)
11
Amend 1st sentence:
A
A. Laszlo
Renton
7-04.3(247-08.3(2)H is supplemented as follows:
WastewaterSection
329
M Benoit-
SP
7-08.3
(2)
Il
Amend 2ntl paragraph:
A
K. Smith
Renton
otherwise approved by the Engineer, all connections of
Wastewater
lateral sewers to existing mains shall be made through a cast iron
lateral
saddle secured to the sewer main with stainless steel bands. When
the existing main is constructed of "4ied-elay-PVC, plain or
reinforced concrete, cast or ductile iron pipe, the existing main shall
be core drilled. When the existing main is constructed of vitrified
clay, the main shall be re -sectioned with flexible couplings. Fernco
or approved equal.
33o
M Benoit
SP
7-08.3
(2)
11
Amend 3° paragraph:
A
K- Smith
Renton
Connections (unless booted connections have been provided for) to
1b'astewatcr
existing concrete manholes shall be per Section 7-05.3(3). sere
d slket meeting-ASTA4-G
equal -to -the -Johns Manville Asbesior-
f
it
Seal. RYA rhnll-oons;-
pipe connection
t
331
M Benoit -
SP
7-17.3
(2)
11
Add the following sentence to end of paragraph.
A
K. Smith
Renton
Wastewater
The City will also accept video submittals on DVD viewable on a
standard player or a CD/DVD compatible with Cues DataCAP 4.0.
332
A Gafour -
SP
7-1 �.I
See attached exhibit A.
A
A .Laszlo/
Renton
K. Smith
Water
333
A Gafour-
SP
7-1 � 3
See attached exhibit A.
A
A .Laszlo/
Renton
K. Smith
Water
334
A Gatour-
SP
7-13.3
See attached exhibit A.
A
A .Laszlo/
Renton
K. Smith
Water
335
B. Mahn
t. E
Bid Item
Quantity shown (873) does not match quantity shown on DWG
A- Quantities have been updated. The summary of
A. Laszlo
Renton-
37
SQ01 (874). Adding Group 1 (501) and Group 2 (373) equals 874.
quantity sheets have been removed to reduce conflicts.
Transportation
Item Costs for Group 1, Group 2 and Total do not equal the Quantity
They are shown in the schedule of prices in the
Planning
multiplied by the Unit Price.
specifications and engineers estimate
't Type: D = Drawing SP = Spec R = Report CE = Cost Estimate SC = Schedule
No: Drawing number, Spec number, Page number, Paragraph number, etc.
Response Codes: A. Incorporated; B. Open/Under Review; C. Evaluated/Not incorporated; D
CA = Calculation SK = Sketch
Beyond scope/Not evaluated; E. Clarify or discuss; X. Comment Closed
Shattuck Avenue S
90% Review Comments
Page 36
ItFRe-_nton
Type
0)
No.
2)
Addl.
Ref.1
Addl.
Ref.2
Comments
Responses and/or Resolution
Name
3—
CE
Consider making "Testing Sewer Pipe" incidental to the bid item for
A
K. Smith
the installation.
er
3—
CE
Consider a bid item for "Reconnect Existing Sewer to New Manhole"
A
K. Smith
or identify as incidental to the installation of the manhole. Total of
er
three reconnections into two new manholes.
Type: D = Drawing SP = Spec R = Report CE = Cost Estimate SC = Schedule CA = Calculation SK = Sketch
No: Drawing number, Spec number, Page number, Paragraph number, etc.
Response Codes: A. Incorporated; B. Open/Under Review; C. Evaluated/Not incorporated; D. Beyond scope/Not evaluated; E. Clarify or discuss; X. Comment Closed
Shattuck Avenue S
90% Review Comments
Page 37
I_ t
/S Y O
M) + PUBLIC WORKS DEPARTMENT
\kR-1 1c0% M E M O R A N D U M
DATE: November 4, 2008
TO: Bob Hanson, Transportation Design
Bill Wressell, Street Maintenance
Chris Barnes, Transportation Operations
Dave Whitmarsh, Transportation Maintenance
Jim Seitz, Transportation Planning
Allen Quynn, Surface Water Engineering
Dave Christensen, Wastewater Engineering
Richard Marshall, Surface Water / Wastewater Engineering
Abdoul Gafour, Water Engineering
Ray Sled, Water Maintenance
Terry Flately, Parks Maintenance
FROM: 190 Derek Akesson, Transportation Design, extension 7243
SUBJECT: Shattuck Avenue South Storm Water Pipe Installation and
Restoration of RR Undercrossing — 90% Submittal
Attached please find a copy of the 90% submittal for the Shattuck Avenue South project
for your review and comments.
The submittal includes: Plan set
Specifications
Engineer's opinion of cost
Please return any written comments or markups to me by November 19, 2008.
Attachments: As noted above
cc: File
1-I:\Division.s\TRANSPOIZ.TAT\DE.,SIGN.ENG\PROJECTS\TI2703 - Rainier Ave - Grady Way to S. 2nd St\TED
40_XXXX (Rainier Ave. Street Improvements - Shattuck drainage diversion)\City\MEMO_90% submittal.DOC
`
SECT.18 T.23N. R.5E. W.M.
MoI-
`
7 S STA 101+50.00 ;
\`
\
_
ko
Y
\
END CEMENT CONC. 7 STA 101+85,00
•p
1
o
S. 4TH
PL. R/W
TRAFFIC CURB AND GUTTER E(JO�
DEPRESSED--C RB S STA 102+10.00
BEGIN DEPRESSED CURB
7 \`
\
a
100+7
\\ ` BEGIN DEPRESSED CURB
U
BEGIN CQNC. \\
S STA 101+19.96 S TA 101+43.4 14.72' LT
S STA 10\
63.11 20' TL
TRAFFIC CURB AND GUTTE
\
BEGIN CEMENT CQNC. EGtN, HMA PAVEMENT
END HMA
AVEMENT —�
'
TRAFFIC CURB AND GUTTER S STA 102+40.00
\ `'• 7
\
S STA 100+69.05
,;n: END DEPRESSED CURB
\ '
\ N
J
END CEMENT CQNC.
TRAFFIC CURB AND GUTTEF�
S STA 101+12.06 _
END CEMENT CQNC. \ —'--'—
_�
°
•�
\
S STA 102+63.61 10' LT&RT
04
\
\ `. Y
\
END CEMENT CQNC.
\TRAFFIC
o
SHATTUCK
11
\
TRAFFIC CURB AND GUTTER
`'
\ J
\ I
CURB AND GUTTER
TA 17+74.58, 17 LT
6 S STA 100+4420 10' LT ',
t -
- v<
}}}
IK
0
TCE
BEGIN CEMENT CQNC. -
TRAFFIC CURB AND GUTTER
s \ 9
_
_
8 9 \ TCE
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_ _
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_4
_ __
_
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END PROJECT
—_c4c3'
_
` -- —
----- —' —----�---
—
—�„
--
_I----
END CONSTRUCTION
io2+oo -TO
—
30'
--
--
-- SHATTUCK AVE.
SHATTUCK AVE 22+33
S LINE11
_
O
10'
o
Lc)
18+00
�o
- 20+00 i
;
21+00
F
o0
22+00
—.�----
—
---
-- —
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17 --
s
SHATTUCK AVE. R/W q
\-
12
r
., . . a
S
s.
3 �
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c
W
Z
l 1
\ !
\
\ 4
2 T
S STA b01+30.27
5 6
7 8
J
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S STA 100+80:97;;
\ BEGIN CEMENT CQNC. BEGIN C MENT CQNC.
R=3'
g p 10
TA.100+47.19 10 Tlk
\ TRAFFIC CURB AND GUTTER TRAFFIC`� URB AND GUTTER
j 10 BEGIN [CEMENT CONC. \ F \ S STA 101\+21 "36
Q jjj TRAFFIC CURB AND GUTTER END CEMENT CONC.
0", END CEMENT CQNC.
TRAFFIC CURB AND GUTTER 03 TRAFFIC CUNB AND GUTTER
' HOUSER WAY S. R/W
BEGINNING OF
DEPRESSED CUR
a AND HEIGHT i DEPRESSED CURB �(-\�? o N `• \ \\ ~.
TRANSITION 5. AS SHOWN IN .4
6" CURB DETAIL RD02 PLAN
FACE SCALE: 1" 20'
OF CURB GENERAL NOTES:
o CURB TRANSITION DETAIL
a I1 NTS 1. SEE DWG SD01-SDO3 FOR LOCATION OF STORM DRAIN.
i ry
LEGEND
CEMENT CONC. SIDEWALK
PER CITY OF RENTON STD PLANS F005
CONSTRUCTION NOTES:
CONSTRUCT FLOWLINE OF CURB AT CONSTANT
O SLOPE GIVEN FROM STA 15+11.99, ELEV. 25.71 TO
STA 18+89.84, ELEV. 27.53.
OSEE SHEET RD02 FOR CEMENT CONC. CURB AND
GUTTER DETAILS.
OSEE SHEET RD02 FOR DEPRESSED CURB DETAILS
AND CURB TRANSITION DETAIL THIS SHEET.
OSEE SHEETS ST01 FOR SACRIFICIAL BEAM DETAIL
AND PLACEMENT LOCATIONS.
w
a 0 ROADWAY ROADWAY SECTION G ROADWAY ROADWAY SECTION I ROADWAY ROADWAY SECTION J ROADWAY ROADWAY SEE SHEET ST02 FOR HEIGHT DETECTION
s :: SECTION :E .:: SECTLON: H' CTION SECTION :.:: ::::SECTION :L::::: O WARNING SYSTEM DETAIL AND PLACEMENT
p .. ... ROADWAY EXCAVATION INCL. HAUL =221 CY ............. TO SHATTUCK LOCATIONS.
o : ....: .... - .::.: - : :.. :::: - - :::.: ...... ........- .60' : VC. ... ..... .... ... - STA : 22+33:. .
n W ..... EXISTING BNSF R ... .
W \/R.S.STA 101.+55 �. SEE SHEET.RD03 10 SEE SHEET RD03 FOR INTERSECTION DETAILS.
o OVERCROSSING : n
o .... SEE SHEET: RD03: ......:...... + ° VPI ELEV:_.:26.86 + FOR ADDITIONAL
o FOR ADDITIONAL o r` o ^. GRADING. ENTRANCE TYPE C.
„ I 35 N:: ..::: INFORMATION. :. _ :::: . .
a GRADING 3 O SEE EDETAINT �NSHEC. DRI RD0IYFORDETAILS.
::, INFORMATION: ... z: I- w. � W:: ... ... 11 BOLLARD TYPE 2 PER WSDOT STANDARD PLAN
a Q:o . w N -i. ..... ..... 12 H-13A.
I� 30 U a PROFILE GRADE. .. 3
> 97% :: g 00%: _ .... .
AND PIVOT POINT
SHATTUCK :.. ... .:
V) STA 18+54,68 VPI S STA 102+43 6
o W 25 :: - ::: = S STA 100+00 ::: :::: :: ::: .:: .::ELEV 27;99 .:: ::: .::
VPI S STA 700+45.7 EXISTING GROUND .
i Z ..... - ... .. ... - .:. .... .. : :.:.. ..:. : VPI:5 :STA 102+63.61 S. 4TH: PL. STA 39+89:66:::.
J SHATTUCK STA: 19+00 8.10 LT = S $TA, 102+99..34
_ EC.::28 04 :: ..
....
SHATTUCK STA 21+18 40.10 LT
U ..
EC 28.99:::... = SHATTUCK .STA: 21+S2,: 10'. LT.
100+00 101+00 102+00 103+00 20 0 20 40
E21 PROFILE
o @1 SCALE: H: 1" = 20' SCALE IN FEET
v V: 1 "=5'
suR�
a DMJM HARRIS AECOM ��F D e N E FP APPROVED FOR CONSTRUCTION
scuE vartru New 1BBB
1"=20 IpRQDN*AL H1D 19BD°'BB' � SHATTUCK AVE S. STORM DRAIN PROJECT
Y.DARMAWAN
CITY OF S. 7TH ST. TO S. 4TH PL.
—i 10900 NE 8TH STREET, SUITE 750 %e : oRew� '� RFNTON
Y.DARMAWAN
002BBBB BOB HANSON, P.E. DATE DATUM P ROADWAY PLAN AND PROFILE RP03
m BELLEVUE, WASHINGTON 98004 e
PHONE: (425) 454-5600 FAX: (425) 454-0220 POo�R�r ��' DESIGN ENGINEERING SUPERVISOR Planning/Building/Public Works Dept.
'9920NAL 5 CITY OF RENTON R.O'BRIEN YSTA 17+50 TO STA 22+33
AF4RRJER .
o E-RES 2/6/1D N0. REVISION BY DATE APPR R.MEYER
z
ANGLE POINTS
POINT
STREET
LOCATION
EL.
1
S LINE
STA 100+45.08,39.8' RT
2
S LINE
STA 100+51.51,38.9' RT
3
S LINE
STA 100+55.20,33.5' RT
4
S LINE
STA 101+87.11,38.5' RT
5
S LINE
STA 102+50.16,37.5' RT
6
S LINE
STA 102+54.57,31.5' RT
7
SHATTUCK
STA 21+'59.73,21.5' RT
8
SHATTUCK
STA 21+62.05,22.6' RT
9
SHATTUCK
STA 21+66.45,28.0' RT
10
SHATTUCK
STA 21+93.86,28.0' RT
11
S LINE
ISTA 100+37.55. 10.5' LT
2
SHATTUCK I
STA 17+92, 3.0' LT
0 ZZ-
S pr-C G
OZYA+� �2
1t �+�- Lr y ' r il�C op 1, �L w
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SECT.18 T.23N. R.H. W.M.
E
o
a
c
0
0
0
CONSTRUCTION NOTES:
CONNECT NEW 48" PSD TO EXISTING
j O STORM VAULT AT EL. 14.45' (FROM
j 21 21 SW 7TH AS -GUILTS) AND NEW 12" SD
4
AT EL. 19.87'
19 29
8:382 4 v-ARiA iK .ti Ah: -,)qED b'�4�tiG[ _a�_3t:x ,'J 3 CD
� I - � R<y--b S. "V 5 EA JF Ac+r!DO!tE. M<::'AE
30 E_¢"z a; I `� 3- PROTECT OR REPLACE EXISTING
�23 sEl y( y'm 1 .15.E O
2^.,6 _ CB i I WATER SERVICE LINE. SEE
I l+N.' - 12" CPEP SO CB ♦, I `rR p,An •I I _ Ez•x �Ec ,,,aa —
N,u=, _ 't `•3J 2 i ! .. �"' W STANDARD DETAIL B106 FOR
S�MH _ _ __SS - - - - --- - LLJ REPLACEMENT
I` s2 AVE- _12 14 7
i Ayk ABLE ! '- -: - ---- " _ s•�� - PROTECT EXISTING WATER
8 �
PVC SS
ILllell= METER AND METER BOX
I
4EI77. CP9
, yevn O
REPLACE EX
ISTING WATER
G
Sc r ,� ,��� _ ;c � METER AND METER SOX
_ + —ram ! N+j O INSTALL TRAFFIC RATED COVER
G G �, G G G G^ 1 n0 - C C G '-G .—
,c a._3 — T— cwc M. V 5 ON METER BOX
Ii�'-1— �Y -=-r �. �� .u, N '_ it -� W i' �, *. i4 Q
o Ni . as O CONNECT EXISTING STORM LINE
at t ! 7 8' - - e - a --c La ie 12 — - _e 7
IPv.. ' I m _ (n TO NEW CATCH BASIN
v / LLJ O PPE
— EXISTING STORM DRAIN
i7l�\ i i I s mr T PROTECT GAS LINE (COORDINATE
I
—•xs LINE S r MATH PSE)
I i I U.2a.a f 'FRrJP!iAT ITisS3 i
-_; snanur W. ANS E_S_;y. o E- UTILITY POLE RELOCATION
-- s nrx�rraA s ram= r1Ns Q 10 (BY PSE)
CONSTRUCT 8" SANITARY SEWER
�I I THROUGH MANHOLE IN 14' STEEL
CASING. SEE DETAIL. DWG SD05.
PLAN 12 PROTECT EXISTING BURIED
SCALE: 1" = 20' TELEPHONE CONDUIT
(COORDINATE WITH QWEST)
13 PROTECT EXISTING BURIED POWER
I LINE (COORDINATE WITH PSE)
:
...
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10900 NE 8TH STREET, SUITE 750
o BELLEVUE, WASHINGTON 980040,'�Olelel�``�BOB DESIGN ENCNEERINC SUPERVISOR DATE
PHONE: (425) 454- 5600 FAX: (425) 454 0220 DESIGN CITY OF RENTON
O
N0. REVISION
MZ� CITY OF SHATTUCK AVE S. "
MI 1•=20
�' RENTON STORM SYSTEM IMPROVEMENT PROJECT
R. EDRALIN DATUM S. 7TH ST. TO 4TH PL S. "
oca®: °I Plan ning�Building�Publio Works Dept. OD04
a sSTORM DRAINAGE & UTILITIES
K. SMITH PROFILES AND SECTIONS
-I 1 8" DIA PVC SAN SEWER
SSMH #1
48" DIA CONC
IE 15.46'
II
'\1 _
14" STEEL CASING
8" PVC IE 14.48'
14" STEEL CASING
8" PVC IE 14.51'
48" DIA CPEP SO
IE 15.46'
ENCASE 13 LF 8" DIA `
PVC SAN SEWER IN 14"
DIA STEEL CASING. SEE
CASING DETAIL, THIS 8" DIA PVC SAN SEWER
SHEET. CONNECT TO EXISTING
MANHOLE. RECHANNEL
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`SSMH #3
8" DIA CPEP SD
14" STEEL CASING
8" PVC IE 17.30'
EX 10" W
APPROX DEPTH
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CB #4A
14" STEEL CASING
48" CPEP SD
8" PVC IE 16.48' I \
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---- j J r_� - - - - - - - - - - - -
------ /----- -\-------12" DIA CPEP SD
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ENCASE 12 LF 8" DIA
PVC SAN SEWER IN 14"
DIA STEEL CASING. SEE
CASING DETAIL, THIS -ram CB #4B
SHEET.
INSTALL ADJUSTMENT RINGS STANDARD SOLID LOCKING
INSTALL ADJUSTMENT RINGS
STANDARD SOLID LOCKING
AS NECESSARY, 4" MIN., RING AND COVER
AS NECESSARY, 4" MIN.,
RING AND COVER
16" MAX. HEIGHT RIM EL 23.9'
16" MAX. HEIGHT
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T.O. S.
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SEE SHEET SD06
o
FOR TRENCH
PROFILE
o
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SEE SHEET SD06
o
FOR TRENCH
CB #1 DETAIL
BACKFILL DETAILS CB
#4 DETAIL
SCALE: 1 "=5'
SCALE: 1 "=5'
1. LOCATE CATCH BASIN SUCH THAT KNOCKOUT FOR STEEL CASING
SEPARATED FROM 48" DIA. CONCRETE PIPE KNOCKOUT BY 1'
HORIZONTAL, MINIMUM (AS MEASURED ON INSIDE WALL OF
STRUCTURE). CATCH BASIN TO HAVE KNOCKOUT PROVIDED PRIOR TO
DELIVERY TO PROJECT SITE.
2. STEEL CASING SHALL EXTEND 2 FT. BEYOND BOTH SIDES OF OUTSIDE
SURFACE OF CATCH BASIN.
3. PROPOSED PVC CARRIER PIPES SHALL EACH BE OUTFITTED WITH
CALPICO MODEL M SPACERS OR APPROVED EQUAL. SEE CASING
INSTALLATION DETAIL ON THIS SHEET.
4. CARRIER PIPE SHALL HAVE RESTRAINED JOINTS WITHIN ENCASEMENT
PIPE.
5. CATCH BASINS SHALL BE EQUIPPED WITH LADDER RUNGS PER THE
SPECIFICATIONS (NOT SHOWN ON PROFILE FOR CLARITY).
6. SEE SPECIFICATIONS FOR ADDITIONAL DESIGN AND CONSTRUCTION
REQUIREMENTS.
PLACE END SPACER MAXIMUM OF ONE
(1) FOOT FROM END OF CASING (TYP.)
-STEEL PIPE CASING
MAXIMUM DISTANCE
BETWEEN SPACERS
SHALL BE SIX (6)
FEET O.C.
12"
CASING SPACERS SHALL BE
MAXIMUM OF ONE (1) FOOT
FROM EACH SIDE OF PIPE
1 JOINT (TYP.)
`—SEAL END OF CASING WITH NEOPRENE CASING END
SEALS (CASCADE END SEALS OR APPROVED EQUAL)
CARRIER PIPE (PVC, SDR 35)
CARRIER PIPE DIAMETER
6"
8"
CASING DIAMETER
12"
14"
MIN. CASING THICKNESS
0.25"
0.25"
SPACER BAND WIDTH
8"
8"
ANTICORROSION COATING THICKNESS:
CASING - 12 MILS DFT
NOTES:
1. CASING SPACERS SHALL BE "CENTER POSITIONING" TYPE. MINIMUM
RUNNER WIDTH SHALL BE 2 INCHES.
2. RUNNER HEIGHT SHALL BE SIZED TO PROVIDE:
A. MINIMUM 0.75" BETWEEN CARRIER PIPE BELL AND CASING PIPE
WALL AT ALL TIMES.
B. MINIMUM 1" CLEARANCE BETWEEN RUNNERS AND TOP OF
CASING WALL TO PREVENT JAMMING DURING INSTALLATION.
SEWER CASING DETAIL
NTS
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ROSEWATER
p CLIENT SIPEOPLEIPERFORMANCE 6
'i- w�a 'lf� APPROVED FOR CONSTRUCTION ocsc"m: ,wnio uww n/1/1/1— CITY OF SHATTUCK AVE S.
DMJM HARRIS I AECOM ,� T Z KSMITH =20 ►E STORM SYSTEM IMPROVEMENT PROJECT
1 10900 NE 8TH STREET, SUITE 750 -� RENTON
o BELLEVUE, WASHINGTON 98004 aeoe 4e BOB HANSON. P.E. DATE R. EDRALIN DATUM S. 7TH ST. TO 4TH PL S.
PHONE: (425) 454- 5600 FAX: (425) 454- 0220 �kF�O ��`' DESIGNITY ENGINEERING SUPERVISOR moo'@ .221 `V"" S D05
Planning/Building/Public Works Dept.
�RENTON o- DEL ILLA "or ONE INCH STORM DRAINAGE & UTILITIES
s� K��"a.
NO. REVISION BY DATE APPR K. SMITH DETAILS
SEE PAVEMENT LIMIT NOTE
. SEE TRENCH NOTE .
FINISHED
GRADE
SEE ROADWAY—
SECTIONSON/\�
DWG RS01 FORBANK
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PAVEMENT
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\//�
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48
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CONSTRUCTION
BEDDING
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SEPARATION
8" TO 14" PIPE
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1' MIN (TYP) CB BASE
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'`\ `\ \ `� BEDDING
CONSTRUCTION
{
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/ EXCAVATION*
PIPE
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GEOTEXTILE FOR 2'
8
SEPARATION
* UNSUITABLE SOILS
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ARE NOTED IN
GEOTECHNICAL REPORT
UARRY SPALLS
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48" SD TRENCH CROSS—SECTION
NTS
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CLIENTSPEOPLE PERFORMANCE 6 ° 00M �MTUUUIM
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DMJM HARRIS I AECOM �� CITY of Y i K.SMDi ''=20' STORM SYSTEM IMPROVEMENT PROJECT
10900 NE STH STREET, SUITE 750 °R N a RENTON
o BELLEVUE, WASHINGTON 98004 sse°s �e BOB HANSON, P.E. DATE R. EDRALIN DATUM S. 7TH ST. TO 4TH PL S.
PHONE: (425)454- 5600 FAX: (425)454- 0220 �kF��`O DESIGN ENGINEERING SUPERVISOR °"'Ec"@ .r°� Planning/Building/Public Works Dept. SD06
`mONAI Ed CITY OF RENTON
M. DELILLA =w Nw ow STORM DRAINAGE & UTILITIES s„
MP„WCP.
NO. REVISION BY DATE APPR K.SMITH DETAILS
EXISTING
POWER VAULT
EXISTING
ST. LIGHT
EXISTING
CONDUIT 5
-- — }d�—
18+00
a x S LINE
`\ a
HOUSER WAY S. R/W
CONSTRUCTION NOTES:
Ol INSTALL NEW CITY STANDARD SERVICE CABINET
FOR STREET CONTROL AND TRAFFIC SIGNAL
WITH A PHOTO CELL PER STD. PLAN J010.
2O INTERCEPT EXISTING CONDUIT AND SPLICE
TO NEW CONDUIT TO SERVICE CABINET.
3O INSTALL NEW TYPE B JUNCTION BOX
WITH LOCKING LID.
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DMJM HARRIS I AECOM
10900 NE 8TH STREET, SUITE 750
m BELLEVUE, WASHINGTON 98004
PHONE: (425) 454-5600 FAX: (425) 454-0220
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0
2
APPROVED FOR CONSTRUCTION
BOB HANSON, P.E. DATE
DESIGN ENGINEERING SUPERVISOR
CITY OF RENTON
SECT.18 T.23N. R.H. W.M.
z
� TCE
2D \---
PLAN
SCALE: 1" = 20'
OINSTALL 2" PVC CONDUIT WITH 3—#14 AWG AND
6—#8 AWG CONDUCTORS.
5O RELOCATE EXISTING STREET LIGHT AS REQUIRED
WITH STREET CONSTRUCTION IMPROVEMENTS AND
INSTALL PEC ON TOP OF POLE.
O6 INSTALL 2" PVC CONDUIT WITH 2 #8 AWG
CONDUCTORS FROM RELOCATED STREET LIGHT TO
JUNCTION BOX FOR STREET LIGHT PLUS 3 #14
AWG FOR PEC.
1c
k
S. 4TH PL. R/W
Z
2+00 1102AA-4.21+00
^WALKwA7 i } - —
RELOCATE EXISTING
STREET LIGHT PER
CITY OF RENTON
STD. PLAN J007
O INSTALL 2" PVC CONDUIT WITH 2 #8 AWG FOR
STREET LIGHTS AND UNDER STRUCTURE LIGHTING
8O SEE SHEET TS03 FOR SACRIFICIAL BEAM
ELECTRICAL DETAILS.
9O SEE SHEET ST03 FOR HEIGHT DETECTION
WARNING SYSTEM ELECTRICAL DETAILS.
SHATTUCK AVE.
2 0 _
SHATTUCK AVE. R/W
END PROJECT
END CONSTRUCTION
SHATTUCK AVE 22+33
10 INSTALL 2" PVC CONDUIT WITH 4—#8 AWG FOR
HEIGHT DETECTION WARNING SYSTEM AND
FLASHING BEACONS.
11 INSTALL 2" PVC CONDUIT WITH 4—#8 AWG
(2—#8 POWER TO NORTH HEIGHT DETECTION
WARNING SYSTEM AND 2—#8 AWG TO WARNING
LIGHTS ON BEAM AND RAILROAD STURCTURE.)
20 0 20 40
SCALE IN FEET
" N.T.S. wSHATTUCK AVE S. STORM DRAIN PROJECT
D.BELLAOMIN CITY OF S. 7TH ST. TO S. 4TH PL. "
Y.DARMAWAN DATUM RENTON
A � omm
Pionning/Building/Public Works Dept. TRAFFIC SYSTEM AND TS-01
E° E WARNING LIGHT SYSTEM
REVISION BY DATE APPR R.MEYER
w
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0
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LL
0
0
0
0
0
m
0
m
0
0
N
a
MATERIAL LEGEND
SYMBOL
DESCRIPTION
SIZE
NOTES
ROCKERY WALL
1-3 MAN
BASALT ROCK, NATURAL SPLIT
GRAVEL MULCH
1" CRUSHED BASALT
6" DEPTH OVER FILTER
FABRIC
9ZOYoiS�liJ1BiMII TT A L,
EDAW AECOM
815 Western Avenue,
" 0 Suite 300
Seattle, Washington 98104
b (206)622-1176
Z--- --------
APPROVED FOR CONSTRUCTION
BOB MANSON, P.E. DATE
DESIGN ENGINEERING SUPERVISOR
CITY OF RENTON
SYMBOL
COMMON NAME
LATIN NAME
SIZE / SPACING
OARMSTRONG
MAPLE
ACER RUBRUM 'ARMSTRONG'
2-1/2" CAL. / 15' MIN HIEGHT / SPACING PER PLAN
BLACK LACE ELDER
SAMBUCUS NIGRA 'EVA'
2 GAL / PER PLAN
SNOWBERRY
SYMPHORICARPUS ALBUS
2 GAL / PER PLAN
SHRUB ROSE
ROSA RUGOSA
1 GAL / 24" O.C.
AUTUMN MOOR GRASS
SESLARIA AUTUMNALIS
1 GAL / 18" O.C.
PENNSYLVANIA SEDGE
CAREX PENNSYVANICA
4" PLUGS ® 12" O.C.
REVISION
EDAW
NOTES
I. SYMBOLS ON PLANT SCHEDULE ARE NOT TO SCALE AND 'BALL
BE USED FOR VISUAL REFERENCE FOR BIDDING PURPOSES.
2. UNDERGROUND UTILITIES HAVE NOT BEEN SURVEYED OR PROVIDED
TO EDAW DIGITALLY. DEMO PLAN DOES NOT INCLUDE THE
REMOVALS OF UNDERGROUND LMUTIES. CONTRACTOR TO LOCATE
AND VERIFY UTILITIES PRIOR TO DEMOLITION WORK
3. CONTRACTOR TO COORDINATE WITH LOCAL RAILROAD PRIOR TO
CONSTRUCTION ACTIVITY ADJACENT TO RAILROAD.
4. REFER TO LS4 FOR PLANTING DETAILS
20 0 20 40
SCALE IN FEET
11-3-08
1" 20Fs CITY OF SHATTUCK AVE S. STORM DRAIN PROJECT
DATUM J
CITY ON S. 7TH ST. TO S. 4TH PL.REN
'"0e
Planning/Building/Public Works Dept_ LS2
t~ PLANTING PLAN , :R
Job No: 60001557 CITY OF RENTON
Date: 11!03108 Shattuck Ave S. Storm Drainage Project
Summary of Quantities and Construction Cost Estimate
90% SUBMITTAL
DM)M HARRIS I AECOM
Group 1
S. 7th St to Houser Way
Stormwater
Sta 10+00 to Sta 18+00
Group 2
Houser Way to S. 4th PI.
Transportation
Sta 18+00 to Sta 22+33
Project Total Cost
Item No.
Total
Quantity
Unit
Meas.
Std Item
Number
Item Description
Quantity
Unit Price
Item Cost
Quantity
Unit Price
Item Cost
Quantity
Unit Price
Item Cost
Preparation
1
0.07
ACRE
0025
CLEARING AND GRUBBING
0.02
$12.000.00
S 181.82
0.06
$ 12,000.00
$ 677.69
0.07
S 12,000.00
$ 859.50
2
1
LS
0050
REMOVAL OF STRUCTURES AND OBSTRUCTION
1
$18.448.00
$ 18,448.00
1
S 5,032.00
$ 5,032.00
1
S 23,480.00
S 23,480.00
3
255
S Y.
0100
REMOVE SIDEWALK
202
$ 10.00
$ 2,020.00
53
$ 10.00
$ 533.33
255
$ 10.00
$ 2,553.33
4
2986
S.Y.
0120
REMOVE ASPHALT CONC. PAVEMENT
1141
$ 8.50
$ 9,699.44
1844
$ 8.50
5 15.677.78
2986
$ 8.50
S 25,377.22
5
395
L.F.
0108
REMOVE CURB AND GUTTER
315
$ 8.00
S 2,520.00
80
S 8.00
S 640.00
395
$ 8.00
S 3,160.00
6
200
S.F.
0203
REMOVING PAINTED CROSSWALK LINE
200
$5.00
S 1,000.00
200
$ 5.00
$ 1,000.00
7
3
EACH
-
ABANDONMENT OF MONITORING WELLS
3
$ 2.000.00
$ 6.000.00
3
S 2,000.00
$ 6,000.00
8
1735
LF
-
SAWCUTTING
1225
$ 3.00
$ 3,675.00
510
$ 3.00
$ 1,530.00
1735
$ 3.00
$ 5,205.00
Grading
9
488
C.Y.
0310
ROADWAY EXCAVATION INCL. HAUL
362
$ 40.00
$ 14,465.83
127
$ 40.00
$ 5,063.85
488
S 40.00
$ 19,529.68
Drainage
10
4
EACH
1046
CONCRETE INLET
2
$ 840.00
S 1,680.00
2
S 840.00
$ 1,680.00
4
$ 840.00
S 3,360.00
11
865
TON
1086
QUARRY SPALLS
647
$ 40.00
$ 25,880.00
218
$ 40.00
$ 8,720.00
865
$ 40.00
$ 34,600.00
12
160
L.F.
1160
UNDERDRAIN PIPE 6 IN. DIAM.
160
$ 17.00
$ 2.720.00
160
$ 17.00
$ 2,720.00
13
6
L.F.
1161
UNDERDRAIN PIPE 8 IN. DIAM.
6
$ 20.00
S 120.00
6
S 20.00
S 120,00
Storm Sewer
14
5
EACH
3091
CATCH BASIN TYPE 1
1
$ 1,200.00
S 1,200.00
4
S 1.200.00
S 4,800.00
5
S 1,200.00
S 6.000.00
15
4
EACH
3105
CATCH BASIN TYPE 2 48 IN, DIAM
3
$ 3,000.00
$ 9,000.00
1
S 3,000.00
S 3,000.00
4
S 3,000.00
S 12,000.00
16
7
EACH
3104
CATCH BASIN TYPE 2 84 IN DIAM
5
$ 7,000.00
$ 35,000.00
2
$ 7,000.00
$ 14,000.00
7
$ 7,000.00
S 49,000.00
17
2
EACH
-
CATCH BASIN TYPE 2 84 IN DIAM WITH CASING
2
$10.000.00
$ 20,000.00
2
$ 10,000.00
$ 20,000.00
18
1417
L.F.
3151
TESTING STORM SEWER PIPE
1018
S 4.00
S 4,072.00
399
S 4.00
S 1,596.00
1417
S 4.00
S 5,668,00
20
103
L F.
-
CORRUGATED POLYETHYLENE STORM SEWER PIPE 8 IN. DIAM.
36
S 22.00
S 792.00
67
$ 22.00
$ 1,474.00
103
$ 22.00
S 2,266.00
21
176
L.F.
3602
CORRUGATED POLYETHYLENE STORM SEWER PIPE 12 IN. DIAM.
126
S 29.00
$ 3,654.00
50
$ 29.00
$ 1,450.00
176
$ 29.00
S 5,104.00
22
1138
L.F.
3648
CORRUGATED POLYETHYLENE STORM SEWER PIPE 48 IN. DIAM.
856
$ 162.00
$ 138,672.00
282
$ 162.00
$ 45.684.00
1138
$ 162.00
S 184,356.00
23
12
L.F.
3394
PLAIN CONC. STORM SEWER PIPE 12 IN
12
S 100.00
$ 1.200.00
12
$ 100.00
$ 1.200.00
Sanitary Sewer
23
183
L.F.
3152
TESTING SEWER PIPE 1)
183
$ 1.50
$ 274.50 1
183
5 1.50
$ 274.50
24
27
L.F.
3766
PVC SANITARY SEWER PIPE 6 IN. DIAM
27
S 42.00
S 1,134.00
27
S 42.00
S 1,134.00
25
156
L.F.
3767
PVC SANITARY SEWER PIPE 8 IN, DIAM.
156
$ 55.00
S 8,580.00
156
5 55.00
S 8.580.00
26
1
L.S.
-
TELEVISION INSPECTION
1
$ 1,000.00
$ 1,000.00
1
$ 1,000.00
S 1,000.00
Water Lines
27
12
EACH
3857
SERVICE CONNECTION 3/4 IN. DIAM
10
$ 1,200.00
$ 12,000.00
2
$ 1,200.00
$ 2,400.00
12
$ 1,200.00
S 14,400.00
28
2
EACH
3858
SERVICE CONNECTION 1 IN. DIAM
2
$ 1,050.00
$ 2,100.00
2
$ 1,050.00
$ 2,100.00
29
10
EACH
-
RELOCATE WATER METER
8
$ 1.000.00
$ 8,000.00
2
S 1.000.00
$ 2,000.00
10
S 1,000.00
$ 10,000.00
Structure
30
113
C.Y.
4006
STRUCTURE EXCAVATION CLASS A INCL HAUL
113
S 50.00
S 5,629.63
113
S 50.00
S 5.629.63
31
1
L.S
4013
SHORING OR EXTRA EXCAVATION CL. A
1
S 1,840.00
S 1,840.00
1
$ 1,840.00
S 1,840.00
32
8168
LB.
4151
ST. REINF. BAR FOR FOUNDATION
8168
$ 1.30
S 10,618A0
8168
S 1.30
S 10,618.40
33
95
C.Y.
4202
CONC. CLASS 4000 FOR FOUNDATION
95
$ 750.00
S 71,111.11
95
$ 750.00
S 71,111.11
34
1
L.S.
-
SACRIFICIAL BEAM
1
S 58,982
S 58,982.00
1
S 58.982.00
$ 58,982.00
35
1
L.S.
HEIGHT DETECTION STRUCTURE
1
S 140,100
$ 140,100.00
1
S 140.100.00
S 140,100.00
36
35
L.F.
CAST IN PLACE CONCRETE WALL
35
S 45.00
S 1,575,00
35
S 45.00
$ 1,575.00
Surfacing
37
873
TON
5120
CRUSHED SURFACING TOP COURSE
501
S 30.00
S 15,019.28
373
S 30.00
5 11,183,37
873
$ 30.00
S 26,202.66
E:\Shattuck00 % Submittal Shattuck Quantity & Cost Estimate 11-03-08.)ds
1 of 3
4
Job No: 60001557 CITY OF RENTON
Date: 11/03/08 Shattuck Ave S. Storm Drainage Project DMJM HARRIS AECOM
Summary of Quantities and Construction Cost Estimate
90% SUBMITTAL
Group 1
S. 7th St to Houser Way
Stormwater
Sta 10+00 to Sta 18+00
Group 2
Houser Way to S. 4th PI.
Transportation
Sta 18+00 to Sta 22+33
Project Total Cost
Item No.
Total
Quantity
Unit
Meas.
Std Item
Number
Item Description
Quantity
Unit Price
Item Cost
Quantity
Unit Price
Item Cost
Quantity
Unit Price
Item Cost
Cement Concrete Pavement
38
13
C.Y.
5679
CEMENT CONC. PAVEMENT INCLUDING DOWELS
13
$ 300.00
$ 4,000.00
13
$ 300.00
$ 4,000.00
39
40
S.Y.
5656
BRIDGE APPROACH SLAB
40
$ 320.00
$ 12,800.00
40
$ 320.00
$ 12,800.00
Hot Mix Asphalt
40
168
S.Y.
5711
PLANING BITUMINOUS PAVEMENT
168
$ 5.00
$ 840.00
168
$ 5.00
$ 840.00
41
13
TON
5717
HMA FOR PRELEVELING CL. 1/2 IN. PG 64-22
13
$ 120.00
$ 1,501.78
13
$ 120.00
$ 1,501.78
42
453
TON
5767
HMA CL. 1/2 IN. PG 64-22
278
$ 120.00
$ 33,335.78
176
$ 120.00
$ 21,076.73
453
$ 120.00
$ 54,412.51
Irrigation System
43
1
L.S.
6071
IRRIGATION SYSTEM
1
$21,900.00
$ 21,900.00
1
$ 21,900.00
$ 21,900.00
Erosion Control and Planting
44
120
DAY
6403
ESC LEAD
60
$ 100.00
$ 6,000.00
60
$ 100.00
$ 6,000.00
120
$ 100.00
$ 12,000.00
45
18
EACH
6471
INLET PROTECTION
9
$ 75.00
$ 675.00
9
$ 75.00
$ 675.00
18
$ 75.00
$ 1,350.00
46
1
EST.
6490
EROSION/WATER POLLUTION CONTROL
1
$14,250.00
$ 14,250.00
1
$ 14,250.00
$ 14,250.00
1
$ 28,500
$ 28,500.00
47
55
C.Y.
8060
FINE BARK MULCH
55
$ 20.50
$ 1,127.50
55
$ 20.5
$ 1,127.50
48
110
C.Y.
6405
TOPSOIL TYPE A
110
$ 20.45
$ 2,249.50
110
$ 20.5
$ 2,249.50
49
55
CY
6530
COMPOST
55
$ 18.45
$ 1,014.75
55
$ 18.5
$ 1,014.75
50
9
EACH
6552
PSIPE - ACER RUBRUM'ARMSTRONG'
9
$200.00
$ 1,800.00
9
$200.00
$ 1,800.00
51
5
EACH
6552
PSIPE - SAMBUCUS NIGRA'EVA
5
$18.00
$ 90.00
5
$18.00
$ 90.00
52
8
EACH
6552
PSIPE - SYMPHORICARPUS ALBUS
8
$8.00
$ 64.00
8
$8.00
$ 64.00
53
209
EACH
6552
PSIPE - ROSA RUGOSA
209
$8.00
$ 1,672.00
209
$8.00
$ 1,672.00
54
1377
EACH
6552
PSIPE - SESLARIA AUTUMNALIS
1377
$5.00
$ 6,885.00
1377
$5.00
$ 6,885.00
55
2021
EACH
6552
PSIPE - CAREX PENNSYVANICA
2021
$4.00
$ 8,084.00
2021
$4.00
$ 8,084.00
Traffic
56
1007
L.F.
6700
CEMENT CONC. TRAFFIC CURB AND GUTTER
446
$ 25.00
$ 11,150.00
561
$ 25.00
$ 14,025.00
1007
$ 25.00
$ 25,175.00
57
30
L.F.
6707
CEMENT CONC. PEDESTRIAN CURB
30
$ 29.00
$ 870.00
30
$ 29.00
$ 870.00
58
260
L.F.
6730
TYPE A PRECAST TRAFFIC CURB
260
$ 12.00
$ 3,120.00
260
$ 12.00
$ 3,120.00
59
319
L.F.
6806
PAINT LINE
319
$ 1.00
$ 319.00
319
$ 1.00
$ 319.00
60
214
S.F.
6857
PLASTIC CROSSWALK LINE
214
$ 6.00
$ 1,286.40
214
$ 6.00
$ 1,286.40
61
76
L.F.
6859
PLASTIC STOP LINE
76
$ 11.00
$ 836.00
76
$ 11.00
$ 836.00
62
1
L.S.
6890
PERMANENT SIGNING
1
$ 4,800.00
$ 4,800.00
1
$ 4,800.00
$ 4,800.00
63
1
L.S.
6904
ILLUMINATION SYSTEM
1
$ 7,000.00
$ 7,000.00
1
$ 7,000.00
$ 7,000.00
64
1
L.S.
TRAFFIC CONTROL
1
$52,480.00
$ 52,480.00
1
$ 10,880.00
$ 10,880.00
1
$ 63,360.00
$ 63,360.00
65
1
L.S.
-
HEIGHT DETECTION WARNING SYSTEM
1
$ 14,000
$ 14,000.00
1
$ 14,000.00
$ 14,000.00
66
1
EACH
-
SERVICE CABINET
1
$ 4,000
$ 4,000.00
1
$ 4,000.00
$ 4,000.00
Other Items
66
4499
C.Y.
7006
STRUCTURE EXCAVATION CLASS B INCL. HAUL
3108
$ 18.00
$ 55,944.00
1391
$ 18.00
$ 25,038.00
4499
$ 18.00
$ 80,982.00
67
15367
SF
7008
SHORING OR EXTRA EXCAVATION CLASS B
11673
$ 1.25
$ 14,591.25
3694
$ 1.25
$ 4,617.50
15367
$ 1.25
$ 19,208.75
68
1468
CY
-
BANK RUN GRAVEL FOR TRENCH BACKFILL
1047
$ 30.00
$ 31,410.00
421
$ 30.00
$ 12,630.00
1468
$ 30.00
$ 44,040.00
69
8
EACH
7029
PLUGGING EXISTING PIPE
6
$ 600.06
$ 3,600.00
2
$ 600.00
$ 1,200.00
8
$ 600.00
$ 4,800.00
70
1
L.S.
-
TEMPORARY BYPASS PUMPING
1
$ 5,000.00
$ 5,000.00
1
$ 5,000.00
$ 5,000.00
1
$ 10,000.00
$ 10,000.00
71
354
S.Y.
7055
CEMENT CONC. SIDEWALK
113
$ 50.00
$ 5,633.33
241
$ 50.00
$ 12,055.56
354
$ 50.00
$ 17,688.89
72
2
EACH
7041
BOLLARD TYPE 2
2
$ 750.00
$ 1,500.00
2
$ 750.00
$ 1,500.00
73
1
EACH
7045
MONUMENT CASE AND COVER
1
$ 500.00
$ 500.00
1
$ 500.00
$ 500.00
74
1
EACH
RESET EXISTING MONUMENT
1
$ 375.00
$ 375.00
1
$ 375.00
$ 375.00
75
88
S.Y.
7059
CEMENT CONC. DRIVEWAY ENTRANCE TYPE A
88
$ 52.50
$ 4,625.83
88
$ 52.50
$ 4,625.83
76
322
S.Y.
7059
CEMENT CONC. DRIVEWAY ENTRANCE TYPE C
251
$ 52.50
$ 13,195.00
71
$ 52.50
$ 3,733.33
322
$ 52.50
$ 16,928.33
77
2
EACH
7058
CEMENT CONC. SIDEWALK RAMP TYPE A
2
$ 1,500.00
$ 3,000.00
2
$ 1,500.00
$ 3,000.00
78
1
EACH
7058
CEMENT CONC. SIDEWALK RAMP TYPE 4B
1
$ 1,500.00
$ 1,500.00
1
$ 1,500.00
$ 1,500.00
79
1
EACH
7058
CEMENT CONC. SIDEWALK RAMP 1A
1
$ 1,500.00
$ 1,500.00
1
$ 1,500.00
$ 1,500.00
80
4
EACH
9605
CONNECTION TO DRAINAGE STRUCTURE
2
$ 1,250.00
$ 2,500.00
2
$ 1,250.00
$ 2,500.00
4
$ 1,250.00
$ 5,000.00
81
2
EACH
- I
CONNECTION TO EXISTING MANHOLE
2
$ 2,100.00
$ 4,200.00
2
$ 2,100.00 1
$ 4,200.00
E:\Shattuck\90 % Submittal Shattuck Quantity & Cost Estimate 11-03-08.x1s
2of3
Job No: 60001557 CITY OF RENTON
Date: 11/03/08 Shattuck Ave S. Storm Drainage Project DMJM HARRIS I AECOM
Summary of Quantities and Construction Cost Estimate
90% SUBMITTAL
Group 1
S. 7th St to Houser Way
Stormwater
Sta 10+00 to Sta 18+00
Group 2
Houser Way to S. 4th PI.
Transportation
Sta 18+00 to Sta 22+33
Project Total Cost
Item No.
Total
Quantity
Unit
Meas.
Std Item
Number
Item Description
Quantity
Unit Price
Item Cost
Quantity
Unit Price
Item Cost
Quantity
Unit Price
Item Cost
82
3030
S.Y.
7530
CONSTRUCTION GEOTEXTILE FOR SEPARATION
2272
$ 2.50
$ 5.680.00
758
$ 2.50
S 1,895.00
3030
$ 2.50
S 7,575.00
83
3
EACH
7360
MANHOLE 48 IN DIAM SANITARY
3
$ 3,200.00
S 9.600.00
3
$ 3,200.00
$ 9,600,00
84
1
EACH
-
SANITARY MANHOLE EXTRA SHALLOW TYPE C
1
$ 3,000.00
$ 3,000.00
1
$ 3,000.00
$ 3,000.00
85
2.5
TON
-
ROCK RETAINING WALL
2.5
$ 360.00
S 900.00
2.5
S 360.00
S 900.00
86
2
EACH
3100
ADJUST CATCH BASIN
2
$ 500.00
$ 1,000.00
2
S 500.00
$ 1,000.00
87
2
EACH
3110
LOCKING SOLID METAL COVER
2
S 500.00
$ 1,000.00
2
S 500.00
$ 1,000.00
88
1
EACH
3848
RELOCATING EXISTING HYDRANT
1
$ 4,000.00
$ 4,000.00
1
$ 4,000.00
$ 4,000.00
89
1
EST
7480
ROADSIDE CLEANUP
1
$ 2.500.00
S 2.500.00
1
S 2.500.00
S 2,500.00
1
$ 5.000.00
S 5,000.00
90
1
CALC
7728
MINOR CHANGE
1
$ 2,500
S 2.500.00
1
S 2,500.00
S 2,500.00
1
$ 5,000
$ 5,000.00
91
1
L.S.
7736
SPCC PLAN
1
$ 500.00
$ 500.00
1
$ 500.00
$ 500.00
1
$ 1,000.00
$ 1,000.00
92
1
L.S.
DEWATERING
1
$ 121,256
$ 121.256.00
1
$26,018.00
$ 26,018.00
1
$ 147,274
$ 147,274.00
93
1
L.S.
-
CONTRACTOR SUPPLIED SURVEYING
1
$ 7,340
S 7,340.20
1
S 7,340.20
$ 7,340.20
1
$ 14,680
$ 14,680.40
SUBTOTAL
$ 754,540.00
$ 713,510.00
$ 1,468,040.00
MOBILIZATION 8%
S 60,363.20
S 57,080.80
$ 117,443.20
SUBTOTAL
S 815,000.00
S 771.000.00
S 1,585,000.00
SALES TAX 9.0 %
S 73,350.00
$ 69,390.00
$ 142,650.00
AGREEMENTS (Utilities, WSP, etc)
$ -
$ -
S -
TOTAL CONSTRUCTION COST
$ 888,000.00
$ 840,000.00
$ 1,728,000.00
NOTE: The costs shown in this estimate represent an estimate of probable costs prepared in good faith and with
reasonable care. DMJM Harris has no control over the costs of construction labor, materials, or equipment. nor over
competitive bidding or negotiating methods and does not make any commitment or assume any duty to assure that
bids or negotiated prices will not vary from this estimate.
E:\Shattuck\90% Submittal Shattuck Quantity 8 Cost Estimate 11-03-08.)ds
3of3
�tiL 1 O� PUBLIC WORKS DEPARTMENT
'' M E M O R A N D U M
DATE: November 19, 2008
TO: Derek Akesson, Transportation Design Supervisor
FROM: Mike Benoit, Wastewater Utility (ext. 7206) 416
SUBJECT: Shattuck Avenue South Storm Water Pipe Installation and
Restoration of RR Undercrossing — 90% Submittal
The Wastewater Utility has reviewed the 90% Submittal and has the following comments
and questions:
PLANS
Sheets RP03 & LS2
There are existing sanitary sewer manholes at approximately STA 19+10 RT 19'
(MHE 1), STA 20+21 RT 20' (MHE2), and STA 20+65 RT 0' (MHE3). It is not totally
clear to us what is being planned for curbing and sidewalk. The Wastewater Utility
wants to make sure that we maintain viable access to clean the sewer system.
Specifically, that would mean the ability to drive in and park our vactor / rodder truck
head-on up to the manhole(s) or to park parallel to the manhole no more than ten feet
away. Manhole MHE2 is of particular interest. The sewer main coming into this
manhole from the east is not easily accessible for cleaning except from this manhole.
In addition to maintaining access to the manholes, there should not be any trees planted
within ten feet of our existing sewer mains. Also, consideration should be given to the
location of manhole MHE3 as related to the new curb and gutter. Depending on how
things stake -out in the field, the manhole cone and lid may need to be rotated 180 degrees
and new ladder rungs installed or the curb and gutter may need to be relocated.
Sheet SDO1
SSMH#1 to SSMH#2 is proposed at 1.6%. The existing main is installed at about 0.4%.
While we would prefer the higher slope on a low use main such as this, we would like to
double check on what information or assumption was used to determine that the
shallower main will be deep enough for the side sewers. Unless we are real comfortable
in the information we have, we would choose to be conservative in design and bid rather
than learn during construction that the new main is not deep enough.
Renton standard is to have a 0.1' fall across manholes unless otherwise approved. If
there is a reason we cannot get 0.1', please let us know.
Is there specification or detail for the "plug and abandon existing sewer services"? We
would like to ensure that the cut and plug is as close to the sewer main as possible within
Akesson/90% Shattuck Ave
November 19, 2008
Page 2 of 3
the expanse of the storm trench. The method of cutting and plugging the side sewer
should provide the best assurance possible of preventing infiltration into the server
system.
Sheet SD02
Existing manhole MH2181: This manhole needs to be replaced with a new manhole or
we need to be provided information showing that the structural integrity of the manhole
will be preserved when relocating the sewer connection from the northwest.
Note 23, in order to cover either contingency, should read "PROTECT OR RELOCATE
SANITARY SEWER SERVICE."
Sheet SD04
Profile STA 17+23: See comment for Note 23 from sheet SD02.
Profile CB#4: Existing manhole MH2181 should read [IE=16.18 18" PVC (N/S)].
Proposed SSMH#3 should read [IE=18.08 8" PVC (E)].
SUMMARY OF QUANTITIES
We would like to suggest that you make "TESTING SEWER PIPE" incidental to the bid
item for the installation.
Should there be a bid item for `'RECONNECT EXISTING SEWER TO NEW
MANHOLE" or will it be identified as incidental to the installation of the manhole?
There would be a total of three reconnections into two new manholes.
SPECIAL PROVISIONS
Section 7-08.3(2) H Sewer Line Connections:
The first line should be amended as such:
Section 7-0408.3(2) H is supplemented by adding the following:
The second and third paragraphs should be revised to read:
Unless othem Ise approved by the Engineer, all connections of lateral sewers to existing
mains shall be made through a cast iron saddle secured to the sewer main with stainless
steel bands. When the existing main is constructed of "PVC; plain or
reinforced concrete, cast or ductile iron pipe, the existing main shall be core drilled.
Wlien the existing rnain is constructed of vitrified clav, the main shall be re -sectioned
with_flexible couplings. Fernco or approved ecual.
Connections (unless booted connections have been provided for) to existing concrete
manholes shall be per Section 7-05.3_ 3 eore di -filled and .Ball have "0" r;,,,, FtibheF
__.....__l_._._....._._.' _...._.._----..._..__._..
�e ti eet-ierl SU
'hill eon it Ef to , flipple „a , „i.,, as approved i,y, i,,, r:
H:\File Sys\WWP - Waste Water\WWP-03-0000 Correspondence - Waste water\MikeB\Shattuck Review
O l .doc\MABtp
Akesson/90% Shattuck Ave
November 19, 2008
Page 3 of 3
Section 7-17.3(2) H Television Inspection:
Revise this paragraph to read:
Once the television inspection has been completed the contractor shall submit to the
Engineer the written reports of the inspection plus the video tapes. Said video tapes are to be
m color and compatible with the City's viewing and recording systems. The City system
accepts 1/2" wide high density VHS Tapes. The tapes will be run at standard speed SP (I
5/16 I.P.S.)._The_City _will _also accept video submittals_mi DVD vie\-vable_t+na_ standard
pkiyer oii a CD./WD compatible with Cues Dat1CAP4.O.
cc: Lys Hornsby, Utility Systems Director
Rich Marshall, Wastewater Maintenance Supervisor
H:\File Sys\WWP - Waste Water\WWP-03-0000 Correspondence - Wastewater\MikeB\Shattuck Review
O l .doc\MABtp
SP-47
The existing cast iron ring and cover on manholes and the catch basin frame and grate shall first be
removed and thoroughly cleaned for reinstalling at the new elevation. From that point, the existing
structure shall be raised or lowered to the required elevation.
The Contractor shall construct manholes so as to provide adjustment space for setting cover and
casting to a finished grade as shown on the construction Plans, Manhole ring and covers shall be
adjusted to the finished elevations per City of Renton Standard Detail BR29, SP Page B074, prior to
final acceptance of the work. Manholes in unimproved areas shall be adjusted to 6 inches above
grade.
In unpaved streets: Manholes, catch basins, and similar structures in areas to be surfaced with
crushed rock or gravel shall be constructed to a point approximately eight inches below the subgrade
and covered with a temporary wood cover. Existing manholes shall be cut off and covered in a
similar manner. The Contractor shall carefully reference each manhole so that they may be easily
found upon completion of the street work. After placing the gravel or crushed stone surfacing, the
manholes and manhole castings shall be constructed to the finished grade of the roadway surface.
Excavation necessary for bringing manholes to grade shall center about the manhole and be held to
the minimum area necessary. At the completion of the manhole adjustment, the void around the
manhole shall be backfilled with materials which result in the section required on the typical
roadway section, and be thoroughly compacted.
In cement concrete pavement: Manholes, catch basins, and similar structures shall be constructed
and adjusted in the same manner as outlined above except that the final adjustment shall be made
and cast iron frame be set after forms have been placed and checked. In placing the concrete
pavement, extreme care shall be taken not to alter the position of the casting in any way.
In asphalt concrete pavement: Manholes shall not be adjusted until the pavement is completed, at
which time the center of each manhole shall be carefully relocated from references previously
established by the Contractor. The pavement shall be cut in a restricted area and base material be
removed to permit removal of the cover. The manhole shall then be brought to proper grade
utilizing the same methods of construction as for the manhole itself. The cast iron frame shall be
placed on the concrete blocks and wedged up to the desired grade. The asphalt concrete pavement
shall be cut and removed to a neat circle, the diameter of which shall be equal to the outside diameter
of the cast iron frame plus two feet. The base materials and crushed rock shall be removed and Class
3000 or Commercial Portland Cement Concrete shall be placed so that the entire volume of the
excavation is replaced up to within but not to exceed 2 inches of the finished pavement surface. On
the day following placement of the concrete, the edge of the asphalt concrete pavement, and the
outer edge of the casting shall be painted with hot asphalt cement. HMA CL 3/8 PG 64-22 shall then
be placed and compacted with hand tampers and a patching roller. The complete patch shall match
the existing paved surface for texture, density, and uniformity of grade. The joint between the patch
and the existing pavement shall then be carefully painted with hot asphalt cement or asphalt
emulsion and shall be immediately covered with dry paving sand before the asphalt cement
solidifies. The inside throat of the manhole shall be thoroughly mortared and plastered.
Adjustment of inlets: The final alignment and grade of cast iron frames for new and old inlets to be
adjusted to grade will be established from the forms or adjacent pavement surfaces. The final
adjustment of the top of the inlet will be performed in similar manner to the above for manholes. On
asphalt concrete paving projects using curb and gutter section, that portion of the cast iron frame not
embedded in the gutter section shall be solidly embedded in concrete also. The concrete shall extend
a minimum of six inches beyond the edge of the casting and shall be left 2 inches below the top of
the frame so that the wearing course of asphalt concrete pavement will butt the cast iron frame. The
existing concrete pavement and edge of the casting shall be painted with hot asphalt cement.
Shattuck�Storm Drain - ber 2008
Special Provisions
SP-48
Adjustments in the inlet structure shall be constructed in the same manner and of the same material
as that required for new inlets. The inside of the inlets shall be mortared and plastered.
Monuments and cast iron frame and cover: Monuments and monument castings shall be adjusted
to grade in the same manner as for manholes.
Valve box castings: Adjustments of valve box castings shall be made in the same manner as for
manholes.
7-05.3(3) Connections to Existing Manholes
Section 7-05.3(3) is supplemented as follows:
Where shown on the Plans, new drain pipes shall be connected to existing line, catch basin, curb
inlets and/or manholes. The Contractor shall be required to core drill into the structure, shape the
new pipe to fit and regrout the opening in a workmanlike manner. Where directed by the Engineer
or where shown on the Plans, additional structure channeling will be required.
Connections to existing sanitary sewer manholes shall be core drilled. Couplings shall be equal to
"Kor-n-Seal boots. Existing sanitary sewer manholes shall be cleaned. Repaired, and rechanneled as
necessary to match the new pipe configuration and as shown on the construction Plans.
A "connection to existing" item will be allowed at any connection of a new line to an existing
structure, or the connection of a new structure to a existing line. No "connection to existing" will be
accepted at the location of new installation, relocation and adjustment of line manholes, catch basins
or curb inlets.
Any damage to existing pipe or structure that is to remain in place resulting from the Contractor's
operations shall be repaired or replaced at his own expense.
The unit bid price per each shall be full compensation for all labor, materials and equipment
required.
Section 7-05.3(5) is a new section:
7-05.3(5) Manhole Coatings
All new sanitary sewer manholes shall be coated as specified below. The following coating system
specifications shall be used for coating (sealing) all interior concrete surfaces of sanitary sewer
manholes.
Coating Material: High Solids Urethane
Surfaces: Concrete
Surface Preparation: In accordance with SSPC SP-7 (Sweep of brush off blast)
Application: Shop/Field. The drying time between coats shall not exceed 24 hours
in any case
System Thickness: 6.0 mils dry film
Coatings: Primer: One coat of Wasser MC-Aroshield (2.0 mils DFT)
Finish: Two or more coats of Wasser MC-Aroshield (min. 4.0 mils DFT)
Color: White
Section 7-05.3(6) is a new section:
7-05.3(6) Catch Basin Type 2 84 In. Diam. With Casing
Where indicated on the Plans, new Type 2 Catch Basins shall be equipped with steel casings for
installation of a PVC sanitary sewer carrier pipe through the catch basin.
Shattuck Ave. Storm Drain November 2008
Special Provisions
SP-49
Steel pipe for casings shall meet. the specifications and coating requirements detailed in Section 9-
30.1(4)A of the Special Provisions and Standard Specifications, and shall have a minimum thickness
of 0.25 inch.
The PVC carrier pipe shall extend a minimum of one foot beyond the steel casing. Casing spacers
shall be Calpico Model M or equivalent as approved by Owner. Both ends of the steel encasement
pipe shall be capped with neoprene casing end seals (Cascade End Seals or equivalent as approved
by Owner).
7-05.4 Measurement
Section 7-05.4 is supplemented as follows:
Manholes will be measured per each. Measurement of manhole heights for payment purposes will be
the distance from finished rim elevation to the invert of the lowest outlet pipe.
Adjustments of new structures and miscellaneous items such as valve boxes shall be considered
incidental to the unit contract price of the new item and no further compensation shall be made.
Adjustment of existing structures and miscellaneous items such as valve boxes shall be measured by
"Adjust Existing ," per each, which shall be full pay for all labor and materials including all
concrete for the completed adjustment in accordance with Section 7-05.3(1) and the City of Renton
Standard Details.
Connection to existing pipes and structures shall be measured per each.
7-05.5 Payment
Section 7-05.5 is supplemented as follows:
"Manhole 48 In. Diam. Sanitary," per each
"Sanitary Manhole Extra Shallow Type C," per each
The unit contract price per each for sanitary sewer manholes shall be full pay for furnishing and
installing the manholes, including urethane coating, as shown on the Plans.
"Catch Basin Type 2 84 In. Diam. With Casing," per each
The unit contract price per each for "Catch Basin Type 2 84 In. Diam. With Casing," shall be full
pay for furnishing and installing the catch basin as detailed on the Plans, including coated steel
casing for sanitary sewer pipe, casing spacers, neoprene casing end seals, and concrete fill in sump
where required.
"Adjust Existing ," per each.
The unit contract price per each for "Adjust Existing shall be full pay for all costs necessary
to make the adjustment including restoration of adjacent areas in a manner acceptable to the
Engineer.
If no bid item for Structure Excavation Class A or Structure Excavation Class B is included in the
schedule of prices then the work will be considered incidental and its cost should be included in the
cost of the pipe.
"Connect to Existing Catch Basin," per each.
"Connect Structure to existing pipe," per each.
"Connect to Existing Manhole," per each
Shattuck Ave. -Storm Brain November-2008
Special Provisions
SP-50
The unit contract price per each for "Connect to Existing Manhole" shall be full pay to complete the
work, including excavation, removal and replacement of manhole top, core drilling, pipe connection,
re -channeling, and ladder adjustment.
"Locking Solid Metal Cover," per each
The unit contract price per each for "Locking Solid Metal Cover" shall be full pay to complete the
work of replacing existing catch basin grates with a new solid locking metal cover for catch basin as
detailed in the Renton Standard Details. If the existing catch basin frame is not compatible with the
solid cover, the frame shall be replaced at no extra -cost.
7-06 DEWATERING
Section 7-06 is vacant and is replaced with the following new section:
Definitions
Aquifer: rock or sediment in a formation, group of formations, or part of a formation that is
saturated and sufficiently permeable to transmit water to pumped wells, well points, eductors, and
sumps.
Confining Layer: a body of material of low hydraulic conductivity/permeability that is
stratigraphically adjacent to one or more aquifer. It may lie above or below the aquifer and has a
permeability lower than the adjacent aquifer.
Dewatering System: a system that will lower the water table, piezometric, or potentiometric surface
adequately to permit safe and dry construction.
Groundwater: water that is found in fully saturated soils, sediments and rocks below the surface of
the ground and which flows primarily in response to gravitational forces.
Confined Groundwater: groundwater under pressure that is greater than atmospheric pressure.
Confined groundwater is separated from direct contact with atmospheric pressure because of
overlying impermeable or relatively low permeability layers of sediments or rock.
Groundwater (unconfined): water in an aquifer that has a water table that is at atmospheric
pressure.
Groundwater Table: is a particular potentiometric surface for an unconfined aquifer.
Incidental Sump Pumping. sump pumping of perched or pocketed groundwater in an excavation
where the static groundwater table has already been lowered below subgrade using wells or well
points.
Potentiometric Surface/Piezometric Level. theoretical (imaginary) surface of the static head of
groundwater in an aquifer. The water table is a particular potentiometric surface for an unconfined
aquifer.
Sand/Gravel Pack. a sand or gravel material which is placed in the annular space between a drilled
hole and the well casing and/or well screen.
Saturated Zone: the part of an unconfined aquifer below the water table where the soil pores are
completely filled with water.
Screen (well screen): a cylinder of steel or plastic material with slots or perforations used to allow
water to enter a well while preventing sediment or rock particles from entering the well.
Piezometric LeveUHead. the level representing the total hydraulic head of groundwater in a
confined aquifer.
Piezometric Pressure. pore water pressure at a specific point.
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Pore Water Pressure: the pressure of groundwater in a soil, measured relative to atmospheric
pressure.
Pumped Well: a hole in the ground with a casing in screen that includes its own motorized pump in
the casing or screen to lift water to the surface.
Pumping Level: the level of water in a well casing or screen when pumping is in progress.
Observation Well. a non -pumping well used to observe changes in the elevation of the water table
or the potentiometric surface/piezometric head.
Subgrade: the finished grade level of an excavation as shown on the Drawings, below any slab
including excavation for foundation material.
Sump: shallow hole in the ground adjacent to or in excavation trench with a slotted or perforated
casing containing a pump and surrounded by filter sand or gravel to prevent the pumping of
formation material.
Well Point. a short slotted or perforated screen (usually steel or plastic and generally less than 4
inches in diameter and 5 feet long) attached to a 15 to 50-foot-long riser pipe and typically jetted,
driven, or installed in a drilled hole.
Well Point System: a dewatering system that includes a number of well points, vacuum header,
vacuum well point pump, and discharge pipe.
7-06.1 Description of Work
This section specifies the definition, responsibilities, and execution for control of water. Control of
water shall consist of the design, furnishing, installation, operation, maintenance, monitoring, and
removal of a dewatering system or systems to achieve proper completion of all work performed
under this contract.
The Contractor shall depress water levels and hydrostatic pressures a minimum of 2 feet below the
excavation bottom at all times under all conditions. The Contractor shall provide, operate, maintain,
and decommission the dewatering systems that consist of deep wells and/or well points. The
Contractor shall control groundwater so as to prevent softening of the bottom of excavations, of
formation of "quick" conditions or "boils" during excavation. The Contractor shall design, install,
maintain, and operate the dewatering system so as to prevent removal of the natural soils.
The Contractor shall provide backup systems for all ordinary emergencies, including power outage
and flooding, and shall have available at all times competent workers for the continuous and
successful operation of the dewatering system. The Contractor shall not disable or shout -down the
dewatering system between shifts, on holidays, or weekends, or during work stoppages, without
written permission from the Engineer. The Contractor shall be responsible for maintaining all
electric power service connections to the dewatering system components and for the cost of electric
power used in the operation of the dewatering system.
The Contractor shall control surface runoff so as to prevent entry or collection of water in
excavations or in other isolated areas of the site. The Contractor shall employ sumps to pump any
pocketed or undrained water not otherwise collected or removed. However, the Contractor shall rely
solely upon open and cased sumps for dewatering. The Contractor shall use sumps only where static
groundwater levels are less than 2 feet above trench bottom or in areas where the potentiometric
surface has been previously lowered to within 2 feet of subgrade using well points or pumped wells.
The Contractor shall design the dewatering system using accepted and professional methods of
design and engineering consistent with sound modern practice. The Contractor shall have, or shall
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employ, the services of a subcontractor who has experience in the field of dewatering system design,
installation, operation, and maintenance.
Before the commencement of any dewatering, the Contractor shall obtain acceptance by the
Engineer for the design, materials, method, installation, and operation and maintenance details of the
dewatering system(s) and monitoring system the Contractor Plans to install. Acceptance by the
Engineer of the design, materials, method, installation, and operation and maintenance details
submitted by the Contractor shall not in any way relieve the Contractor from responsibility for errors
therein or from the entire responsibility for complete and adequate design, materials, installation,
operation, maintenance and performance of the system in controlling the water level in the excavated
areas and for control of the hydrostatic pressures to the depths herein specified.
The Contractor shall bear sole responsibility for proper design, installation, operation, maintenance,
and any failure of any component of the dewatering system for the duration of this contract.
After initiating dewatering operations, the Contractor shall operate, maintain, and monitor the
dewatering system or systems for the duration of the contract until specifically authorized in writing
by the Engineer to cease operation, maintenance, or monitoring.
Well construction shall be in accordance with WAC 173-160.
Before the commencement of any dewatering to existing storm drain systems, the Contractor shall
install, operate, and maintain a water treatment system to provide for settling of suspended solids or
other requisite water quality treatment in the discharge from any sumping, dewatering well, or well
point system.
The Contractor shall dewater and dispose of the water in a manner that will not cause injury to
public or private property, or to cause a nuisance or a menace to the public.
The Contractor shall not allow the water discharged from the dewatering system well, well points, or
supplemental water control systems (i.e., sumps) to degrade the water quality of the receiving
waters. The Contractor shall comply with the site -specific stormwater discharge permit
requirements.
The Contractor shall pay any fines incurred as a result of discharges that exceed maximum levels
specified in the site -specific stormwater discharge permit.
7-06.1(1) Existing Monitoring Wells
The approximate locations of existing monitoring wells are shown on the Drawings. The Contractor
shall be allowed to use any existing City monitoring wells to ensure that dewatering systems meet
the drawdown requirements. The Contractor shall assume responsibility for determining the
suitability and function of existing wells. The City shall bear no responsibility for the condition and
usefulness, or lack thereof, of existing wells.
7-06.1(2) Quality Assurance
The Contractor shall include, at a minimum, all of the elements necessary for furnishing, installing,
operating, and maintaining the dewatering system. The Contractor shall employ the services of a
specialty dewatering subcontractor who has at least 5 years experience in the field of large area -wide
dewatering system design, installation, operation, and maintenance, and who can document
successful completion of at least 5 projects in the Puget Sound region that included either large
diameter deep wells and/or well points.
The Contractor shall employ materials, equipment, and construction methods commonly used and
proven as suitable for the duration of construction dewatering. The Contractor shall employ provide
submittals and/or product data that demonstrate the suitability of the materials and equipment
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proposed for use on these systems. The Contractor shall test the dewatering system to the reasonable
satisfaction of the Engineer and make operational any deficiency prior to excavation.
The Contractor shall integrate all dewatering, shoring, and excavation activities to ensure that
dewatering, shoring, and excavation activities do not impede or conflict to the detriment of the work.
The Contractor shall be responsible for any impacts to the project from conflicts between
dewatering, shoring, and/or excavation.
The Contractor shall control excavation dewatering to prevent damage from settlement due to
possible lowering of the adjacent groundwater table. The release of groundwater to its static levels
shall be performed in such a manner as to maintain the undisturbed state of the foundation soils,
prevent disturbance of backfill, and prevent movement of all structures and utilities.
7-06.1(3) Submittals
Three weeks before excavation begins, the Contractor shall submit drawings and complete design
data showing methods and equipment the Contractor proposes for dewatering, including relief of
hydrostatic head, management of other water, and in maintaining the excavation in a dewatered,
hydrostatically controlled condition. The Contractor shall submit information sufficient for the
Engineer to understand the dewatering system including, but not limited to, the following:
1. Specifications and manufacturer's literature of the materials and a description of the
methods proposed for use in the construction of the dewatering system.
2. Drawings indicating the location and size of berms, dikes, ditches, wells, well points,
sumps, monitoring well, gravel drains, treatment facilities, discharge lines, and outfall
design. The drawings shall include, at a minimum, all dewatering system elements.
Capacities of pumps, prime movers, and standby equipment.
4. Information supporting the location and number of any wells, well points, gravel drains,
sumps and discharge lines, and the adequacy of vacuum header, pressure header, discharge
pipe sizes, pumps, filters/gravel packs, screens, and treatment facilities.
5. Information supporting the design of the dewatering wells, gravel packs, well points, and
water treatment systems.
6. Settlement monitoring plan that includes monitoring schedules and action items if
settlement is detected.
8. The location of settlement monitoring points and a photo log of all structures including
walls, slabs, exposed piping that might be affected by settlement due to lowering of the
groundwater.
9. Dewatering schedule, operation, maintenance, and abandonment procedures.
10. Project descriptions for dewatering projects of similar scope and size completed in the
Puget Sound region by the Contractor's specialty dewatering subcontractor.
7-06.1(4) Available Subsurface Data
The Contractor may use the information presented in the following reports:
However, the Contractor shall assume responsibility for the interpretation or use of all of the
information presented in the above reports. The use of the available data and information in no way
relieves the Contractor from the sole responsibility for proper design, installation, operation,
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maintenance, and any failure of any component of the dewatering systems for the duration of this
contract.
7-06.2 Materials
Vacant
7-06.3 Construction Requirements
7-06.3(1) Monitoring System
The Contractor may use some or all of the City's monitoring wells installed during the geotechnical
and environmental investigations as part of the monitoring system. The Contractor shall provide in -
line flow meters on all well and well point system discharge pipes to ensure accurate measurement
of the total flow from the dewatering system. The flow meters shall show flow in gallons per minute
and total flow passing through the meter. The Contractor shall test and document the accuracy of all
installed flow meters. The Contractor shall provide flow meter calibration documentation to the
Engineer two weeks prior to any dewatering system pumping other than well or well point
development.
The Contractor shall install or identify settlement -monitoring points on structures and locations
shown on the Drawings and survey the elevation of the monitoring points to 0.01 foot precision.
The Contractor shall maintain accurate and precise daily records of settlement, water level, and flow
measurements. The Contractor shall measure settlement point elevations and water levels in all
pumping and monitoring wells to 0.01 foot precision and flow to within 5 gallons per minute.
Measurements shall be recorded on forms provided by the Engineer.
The Contractor shall being settlement monitoring 3 days prior to any pumping within 700 feet of a
settlement monitoring point.
The Contractor shall begin water level measurements within 24 hours of any well completion or well
point installation and development and continue daily measurements until the well is properly
abandoned or the Engineer approves cessation of measurement.
The Contractor shall begin water flow measurements within 4 hours of initiating pumping in any
well or well point system and continue measurements until the Engineer approves cessation of
measurement. The Contractor shall report to the Engineer, any changes in dewatering discharge
flow of 25 percent or more occurring within any 24-hour period within 4 hours following such a
change. The Contractor shall notify the Engineer anytime a pump fails, or is turned off or on, for a
period of more than 4 hours. Additionally, the Contractor shall note and record when any well(s) or
dewatering systems are turned off and back on. The Contractor shall provide water level and flow
measurement records to the Engineer daily in both hardcopy and digital form.
The Contractor may remove and replace or shorten the casings of monitoring wells as the work
requires, however, the Contractor shall bear full responsibility for the water level information
provided by those wells and any consequences stemming from the lack of or error in the information.
The Engineer shall be notified of any change in the measuring points of any well. The Contractor
shall resurvey any shortened or lengthened observation well casing, and provide such data to the
Engineer.
The Contractor shall notify the Engineer, one week prior to installation of any monitoring wells.
The Contractor shall provide the Engineer with driller's logs and formation samples at 5-foot
intervals for each well.
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7-06.3(2) Formation Protection and Well Development
The Contractor shall design, construct, operate, and maintain the dewatering system such that the
fine fraction of the foundation soils will not be removed upon pumping.
The Contractor shall develop all wells and well points to remove fines resulting from drilling and
construction and to increase the yield and hydraulic connection with the aquifer. The Contractor
shall discharge all development water to the sediment settling tanks prior to discharge. The
Contractor shall not discharge any development water directly to the ground surface or surface water
body.
The Contractor shall develop dewatering wells until the sand/silt content of the discharge water
during surging is less that 10 parts per million (ppm) as determined by a centrifugal separating meter
such as a Rossum SAND TESTER (Journal AWWA, 46:123, February 1954), or equivalent.
The Contractor shall monitor discharge from all parts of the system to ensure that the sand/silt
content of the discharge water does not exceed 10 ppm as determined by a Rossum SAND TESTER
or equivalent. The Contractor shall provide all of the equipment and fittings for monitoring sand
content. The Contractor shall monitor sand/silt content daily for one week after installing any
dewatering well or well point and weekly thereafter. The Contractor shall take sand/silt content
measurements in the presence of the Engineer. The Contractor shall notify the Engineer of the time
of measurement and provide 24-hour notice of planned measurements.
7-06.3(3) Standby Equipment
The Contractor shall furnish and maintain on site sufficient power -generating and other equipment
and materials to ensure continuous and successful operation of the dewatering system. The
Contractor shall maintain on site, ready to operate, sufficient standby electrical generating capacity
to operate all well pumps and/or well point pumps simultaneously. The Contractor shall test all
backup electrical systems monthly in the presence of the Engineer. These tests shall include at least
24 hours of operation under full system load. The Contractor shall have on site, a backup pump for
each type of pump in the dewatering system and sufficient pipe and fittings for any repair.
7-06.3(4) Discharge Points and Pipes
Discharge piping shall be designed and installed in a manner which minimizes impacts to excavation
or construction activities.
Acceptable discharge points to be provided by the Engineer.
7-06.3(5) Water Supply for System Installation and Electrical Service
The Contractor shall provide water supply and electrical service needed for the dewatering systems.
The Contractor shall provide a completely separate power company source for the dewatering
system electric service with its own meter and which shall be dedicated solely for the dewatering
system and separate from all other electric service.
7-06 3(6) Dewatering System Protection
The Contractor shall take reasonable precautions to ensure continuous successful operation of the
dewatering system. This includes establishing and/or maintaining adequate marking of all well,
pump, and pipeline locations. Wherever dewatering wells or discharge lines require crossing for
access into, out of, or around an excavation or driveway, steel ramps shall protect the system from
vehicular traffic. Existing driveway access shall be maintained at all times unless approved by the
Engineer. All ramps shall have the strength to support the heaviest equipment on site and shall
provide at least one foot of clearance between the dewatering system element and the underside of
the ramp. The Contractor shall clearly identify all vehicular access points across the dewatering
Shattuck Ave. -Storm -Drain November--2008
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system with brightly colored or flagged 8-foot-high poles on each side of the access point. The
Contractor shall valve all ramped pipelines on both sides of the ramp.
7-06.3(7) System Removal
A licensed water well Contractor in accordance with WAC 173-160 shall abandon all wells, well
points, and observation wells installed by the Contractor.
7-06.4 Measurement
Groundwater Control Plan will be measured per lump sum.
Well Point System will be measured per linear foot along the centerline of each street, where used.
The quantity shown for this item in the Proposal is for the purpose of establishing a unit price only,
and the "significant change" provisions of Section 1-04.4 of the Standard Specifications shall not
apply. Exact quantities will be determined in the field as work progresses.
Pump Well System will be measured per linear foot along the centerline of each street, where used.
The quantity shown for this item in the proposal is for the purpose of establishing a unit price only,
and the "significant change" provisions of Section 1-04.4 of the Standard Specifications shall not
apply. Exact quantities will be determined in the field as work progresses.
Trench Sump Pumping will be measured along the centerline of each trench where sump pumping is
used. The quantity shown for this item in the proposal is for the purpose of establishing a unit price
only, and the "significant change" provisions of Section 1-04.4 of the Standard Specifications shall
not apply. Exact quantities will be determined in the field as work progresses.
7-06.5 Payment
The following bid items will be paid as:
"Dewatering," per lump sum.
The lump sum contract price for "Dewatering" will be full compensation for all labor, tools,
materials, equipment, quality control, and other work required or implicitly needed to design the
dewatering system.
The lump sum contract price for "Dewatering" will also be full compensation for all labor, tools,
materials, equipment, mobilization, quality control, water quality treatment and monitoring, permit
fees and fines, observation wells, settlement monitoring, incidental sump pumping, and other work
required or implicitly needed to provide installation, operation and abandonment, and any additional
pumping or testing necessary to provide a properly functioning vacuum well point system.
The lump sum price for "Dewatering" will also be full compensation for all labor, tools, materials,
equipment, mobilization, quality control, water quality treatment and monitoring, permit fees and
fines, observation wells, settlement monitoring, incidental sump pumping, and other work required
or implicitly needed to provide installation, operation and abandonment, and any additional pumping
or testing necessary to provide a properly functioning pumped well system. The lump sum price for
"Dewatering" will be full compensation for all labor, tools, materials, equipment, quality control,
and other work required or implicitly needed to provide installation, operation and abandonment of a
sump pumping system. Incidental sump pumping to control perched or pocketed water in
conjunction with a well point or pumped well system is considered incidental to the primary
dewatering system.
Shattuck Ave. Storm Drain November 2008
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SP-57
7-08 GENERAL PIPE INSTALLATION REQUIREMENTS
7-08.2 Materials
Section 7-08.2 is supplemented as follows:
Bank Run Gravel for Trench Backfill 9-03.19
7-08.3(1)A Trenches
Section 7-08.3(1)A is supplemented as follows:
Due to anticipated unsuitable soils for foundations along the pipe alignment, the trench for the 48-
inch storm drain pipe shall be overexcavated an additional 2 feet minimum, or as determined on -site
by a qualified geotechnical engineer, and replaced with quarry spalls (Section 8-15) wrapped in
construction geotextile for separation (Section 2-12), as detailed on the Plans. Gravel backfill for
pipe zone bedding shall be placed above the completed quarry spall foundation as detailed on the
Plans and described in the Specifications.
7-08.3(1)C Bedding the Pipe
Section 7-08.3(1)C is supplemented as follows:
Pipe bedding for PVC sewer pipe shall consist of clean, granular pea gravel consistent with section
9-03.12(3). It shall be placed to a depth of 6" over and 6" under the exterior walls of the pipe.
Hand compaction of the bedding materials under the pipe haunches will be required. Hand
compaction shall be accomplished by using a suitable tamping tool to firmly tamp bedding material
under the haunches of the pipe. Care shall be taken to avoid displacement of the pipe during the
compaction effort.
Pipe bedding shall be considered incidental to the pipe and no further compensation shall be made.
7-08.3(2)A Survey Line and Grade
Section 7-08.3(2)A is deleted and replaced as follows:
Survey line and grade control shall be provided in accordance with Sections 1-05.4, 1-05.5 and 1-11
in a manner consistent with accepted practices.
The Contractor shall transfer line and grade into the trench where they shall be carried by means of a
laser beam using 50-foot minimum intervals for grade staking. Any other procedure shall have the
written approval of the Engineer.
7-08.3(2)B Pipe Laying — General
Section 7-08.3(2)B is supplemented as follows:
Checking of the invert elevation of the pipe may be made by calculations from measurements on the
top of the pipe, or by looking for ponding of 1/2" or less, which indicates a satisfactory condition.
At manholes, when the downstream pipe(s) is of a larger size, pipe(s) shall be laid by matching the
(eight -tenths) flow elevation, unless otherwise approved by the Engineer.
All pipe, fittings, etc. shall be carefully handled and protected against damage, impact shocks, and
free fall. All pipe handling equipment shall be acceptable to the Engineer. Pipe shall not be placed
directly on rough ground but shall be supported in a manner which will protect the pipe against
injury whenever stored at the trench site or elsewhere. No pipe shall be installed where the lining or
coating show defects that may be harmful as determined by the Engineer. Such damaged lining or
coating shall be repaired, or a new undamaged pipe shall be furnished and installed.
Shattuck -Ave. -Storm -Drain November-2008
Special Provisions
SP-58
The Contractor shall inspect each pipe and fitting prior to installation to insure that there are not
damaged portions of the pipe. Any defective, damaged or unsound pipe shall be repaired or
replaced. All foreign matter or dirt shall be removed from the interior of the pipe before lowering
into position in the trench. Pipe shall be kept clean during and after laying. All openings in the pipe
line shall be closed with water tight expandable type sewer plugs at the end of each day's operation
or whenever the pipe openings are left unattended. The use of burlap, wood, or other similar
temporary plugs will not be permitted.
Where necessary to raise or lower the pipe due to unforeseen obstructions or other causes, the
Engineer may change the alignment and/or the grades. Except for short runs which may be
permitted by the Engineer, pipes shall be laid uphill on grades exceeding 10 percent. Pipe which is
laid on a downhill grade shall be blocked and held in place until sufficient support is furnished by
the following pipe to prevent movement.
Unless otherwise required, all pipe shall be laid straight between the changes in alignment and at
uniform grade between changes in grade. For concrete pipes with elliptical reinforcement, the pipe
shall be placed with the minor axis of the reinforcement in a vertical position.
Immediately after the pipe joints have been made, proper gasket placement shall be checked with a
feeler gage as approved by the pipe manufacturer to verify proper gasket placement.
7-08.3(2)E Rubber Gasketed Joints
Section 7-08.3(2)E is supplemented as follows:
Care shall be taken by the Contractor to avoid over pushing the pipe and damaging the pipe or joint
system. Any damaged pipe shall be replaced by the Contractor at his expense.
7-08.3(2)H Sewer Line Connections
Section 74W.3(2)H is supplemented as follows:
uti
All connections not occurring at a manhole or catch basin shall be done utilizing pre -manufactured
tee connectors or pipe sections approved by the Engineer. Any other method or materials proposed
for use in making connections shall be subject to approval by the Engineer.
Unless otherwise approved by the Engineer, all connections of lateral sewers to existing mains shall
be made through a cast iron saddle secured to the sewer main with stainless steel bands. When the
existing main is constructed of "Iftfie -e}a ; plain or reinforced concrete, cast or ductile iron pipe,
the existin main shall be core drilled. -iv4Ca 14E cti.��.�L �� .< <�>
. M� 4Lr-Sir.-V.4:. -.m44 F..ekt4.,c v_o,,4 iS.1ffa.J« 2 AptCo.ua
Connections (unless booted connections have been provided for) to existing concrete manholes shall
be " Ling rubber gasket meeting As9F?Vt &4�8 in a nmilir,
coupling equal to the johns Manville Asbestos E3ement
, oT ase a cuirical type flexibtu
sea
"weist of tee nipple and rnit� iV'e9
Section 7-08.3(2)J is a new section:
7-08.3(2)J Placing PVC Pipe
In the trench, prepared as specified in Section 7-02.3(1) PVC pipe shall be laid beginning at the
lower end, with the bell end upgrade. Pea gravel will be used as the bedding material and extend
;essary to
Unless otherwise approved by the Engineer, all connections of lateral sewers to existing )e used at
mains shall be made through a cast iron saddle secured to the sewer main with stainless
steel bands. When the existing main is constructed of PVC, plain or reinforced concrete,
cast or ductile iron pipe, the existing main shall be core drilled. When the existing main is
constructed of vitrified clay, the main shall be re -sectioned with flexible couplings, Fernco
or approved equal. ►ber 2008
Connections (unless booted connections have been provided for) to existing concrete
manholes shall be per Section 7-05.3(3).
SP-59
7-08.3(3) Backfilling
Section 7-08.3(3) is supplemented as follows:
Backfilling above the pipe zone shall be accomplished using imported materials as detailed in the
Plans.
7-08.4 Measurement
The first paragraph of Section 7-08.4 is replaced as follows:
Gravel backfill for foundations, or gravel backfill for pipe zone bedding when used for foundations,
shall be measured by the cubic yard, including haul, as specified in Section 2-09, or by the ton.
Bank run gravel for trench backfill used above the pipe zone shall be measured per the cubic yard,
including haul, as specified in Section 2-09.
7-08.5 Payment
Section 7-08.5 is deleted and replaced as follows:
Payment will be made in accordance with Section 1-04.1 for each of the following bid items that are
included in the proposal:
"Gravel Backfill for Foundations Class ," per cubic yard, or ton.
"Gravel Backfill for Pipe Zone Bedding," per cubic yard, or ton.
All costs associated with furnishing and installing bedding and backfill material within the pipe zone
in the installation of culvert, storm sewer, and sanitary sewer pipes shall be included in the unit
contract price for the type and size of pipe installed.
"Bank Run Gravel for Trench Backfill," per cubic yard.
"Plugging Existing Pipe," per each.
"Commercial Concrete," per cubic yard.
"Structure Excavation Class B," per cubic yard.
"Structure Excavation Class B Incl. Haul," per cubic yard.
Unless specifically identified and provided as separate items, structure excavation, dewatering and
backfilling shall be incidental to pipe installation and no further compensation shall be made.
All costs in jointing dissimilar pipe with a coupling or concrete collar shall be included in the unit
contract price per foot for the size and type of pipe being jointed.
"Shoring or Extra Excavation Class B," per square foot.
If this pay item is not in the contract, then it shall be incidental.
7-12 VALVES FOR WATER MAINS
7-12.3(1) Installation of Valve Marker Post
Section 7-123(1) is deleted and replaced as follows:
Where required, a valve marker post shall be furnished and installed with each valve. Valve marker
posts shall be placed at the edge of the right-of-way opposite the valve and be set with 18 inches of
the post exposed above grade.
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SP-60
Section 7-12.3(2) is a new section:
7-12.3(2) Adjust Existing Valve Box to Grade
Valve boxes shall be adjusted to grade in the same manner as for manholes, as detailed in Section 7-
05.3(1) of the Renton Standards. Valve box adjustments shall include, but not be limited to, the
locations shown on the Plans.
Existing roadway valve boxes shall be adjusted to conform to final finished grades. The final
installation shall be made in accordance with the applicable portions of Section 7-12.
In the event that the existing valve box is plugged or blocked with debris, the Contractor shall use
whatever means necessary to remove such debris, leaving the valve installation in a fully operable
condition.
The valve box shall be set to an elevation tolerance of one-fourth inch (1/4") to one-half inch (1/2")
below finished grade.
7-12.4 Measurement
Section 7-12.4 is supplemented as follows:
Adjustment of existing valve boxes to grade shall be measured per each, if included as a separate pay
item in the Contract; if not a separate pay item but required to complete the work, then value box
adjustment shall be considered incidental.
Hydrant auxiliary gate valve will be included in the measurement for hydrant assembly and will not
be included in this measurement item.
7-12.5 Payment
Section 7-12.5 is deleted and replaced as follows:
"Gate Valve from 4-inch to 10-inch in diameter and Valve Box," per each.
The unit contract price per each for the valve of the specified size, shall be full pay for all labor,
equipment and material to furnish and install the valve complete in place on the water main,
including trenching, jointing, blocking of valve, painting, disinfecting, hydrostatic testing, cast-iron
valve box and extensions as required, valve nut extensions, adjustment to final grade.
"Adjust Existing Valve Box to Grade (RC)," per each.
The contract bid price for "Adjust Existing Valve Box to Grade" above shall be full compensation
for all labor, material, tools and equipment necessary to satisfactorily complete the work as defined
in the Contract Documents, including all incidental work. If not included as a separate pay item in
the Contract, but required to complete other work in the Contract, then adjustment of valve boxes
shall be considered incidental to other items of work and no further compensation shall be made.
7-14 HYDRANTS
7-14.3(1) Setting Hydrants
Section 7-14.3(1) replaced as follows:
Paragraphs four and five are deleted and replaced as follows:
After all installation and testing is complete, the exposed portion of the hydrant shall be painted
with two field coats. The type and color of paint will be designated by the Engineer.
Shattuck Ave. Storm Drain November 2008
Special Provisions
SP-61
Any hydrant not in service shall be identified by covering with a burlap or plastic bag approved
by the Engineer.
These paragraphs are added to this section as follows:
Hydrants shall be installed in accordance with AWWA specifications C600-93, Sections 3.7
and 3.8.1 and the City of Renton standard details. Hydrant and guard posts shall be painted in
accordance with the water standard detail. Upon completion of the project, all fire hydrants
shall be painted to The City of Renton specifications and guard posts painted with two coats of
preservative paint NO. 43-655 safety yellow. or approved equal. Fire hydrants shall be of such
length as to be suitable for installation with connections to 6," 8" AND 10" piping in trenches 3
- 1/2 feet deep unless otherwise specified. The hydrant shall be designed for a 4-1/2 foot burial
where 12" and larger pipe is shown unless otherwise noted on the plan.
Fire hydrant assembly shall include: cast-iron or ductile iron tee (MJ x FL), 6" gate valve (FL x
MJ), 6" DI spool (PE x PE), 5-1/4" MVO fire hydrant (MJ connection), 4" x 5" Stortz adapter,
cast iron valve box and cover, 3/4" shackle rods and accessories, concrete blocks and two
concrete guard posts (only if hydrants are outside right-of-way).
Joint restraint (Shackle Rods) shall be installed in accordance with Section 7-11.3(15).
7-14.3(3) Resetting Existing Hydrants
Section 7-14.3(3) is supplemented as follows:
All hydrants shall be rebuilt to the approval of the City (or replaced with a new hydrant). All rubber
gaskets shall be replaced with new gaskets of the type required for a new installation of the same
type.
7-14.3(4) Relocating Existing Hydrants
Section 7-14.3(4) is supplemented as follows:
All hydrants shall be rebuilt to the approval of the City(or replaced with a new hydrant). All rubber
gaskets shall be replaced with new gaskets of the type required for a new installation of the same
type.
7-14.5 Payment
Section 7-14.5 is modified and supplemented as follows:
Payment will be made in accordance with Section 1-04.1, for each of the following bid items that are
included in the proposal:
"Hydrant Assembly," per each.
The unit contract price per each for "Hydrant Assembly" shall be full pay for all work to furnish and
install fire hydrant assemblies, including all costs for auxiliary gate valve, shackles, tie rods,
concrete blocks, gravel, and painting and guard posts required for the complete installation of the
hydrant assembly as specified. The pipe connecting the hydrant to the main shall be considered
incidental and no additional payment shall be made.
"Relocating Existing Hydrants," per each.
The unit contract price per each for "Relocating Existing Hydrant" shall be full pay for all work to
reset the existing hydrant, including rebuilding (or replacement with a new hydrant), shackling,
blocking, painting, and guard posts and reconnecting to the main. The new pipe connecting the
hydrant to the main shall be considered incidental and no additional payment shall be made.. Guard
posts, shown on the Plans shall be incidental to the contract.
attack Ave. —Storm -Drain November-2008
Special Provisions
SP-62
"Moving Existing Hydrants," per each.
The unit contract price per each for "Moving Existing Hydrant" shall be full pay for all work to
move the existing hydrant, including new tee, rebuilding (or replacement with a new hydrant),
shackling, blocking, painting, and guard posts and reconnecting to the main. The new pipe
connecting the hydrant to the main shall be considered incidental and no additional payment shall be
made. Guard posts, shown on the Plans shall be incidental to the contract.
7-15 SERVICE CONNECTIONS
7-15.1 Description
Section 7-15.1 is supplemented as follows:
This work will also include replacement of water service lines along the length of the project where
protection of existing lines is not possible, and relocation of water meters as shown on the Plans.
New water service lines shall be installed as the last underground utility. Prior to and after
installation of water service lines, the Contractor shall protect all water service lines that cross the
roadway from damage during construction. Before proceeding with construction activities near
water service crossings, the Contractor shall pothole the crossings in advance to determine if a
conflict exists with the proposed utilities improvements. If a conflict exists, the Contractor shall
notify the Engineer and coordinate service line relocation with the City of Renton Water
Maintenance Department. Should potholing reveal that the existing water service line is made of
galvanized piping, the Contractor shall notify the Engineer and coordinate the replacement of the
galvanized line with copper pipe by the City Water Maintenance Department. A two -week advance
notice shall be required for each water service requiring relocation or replacement.
The City will install water service lines, meter setter, meter box materials, the water meter, and make
the connection to the private service line for service lines that are connected to existing water mains.
7-15.2 Materials
Section 7-15.2 is supplemented as follows:
All pipe, meter setter, and meter box materials for replaced water service lines and relocated water
meters will be provided by the City Water Maintenance Department
7-15.3 Construction Requirements
Section 7-15.3 is supplemented as follows:
Pipe materials used to extend or replace existing water service lines shall be copper.
Where installation is in existing paved streets, the service lines shall be installed by a trenchless
percussion and impact method (hoe -hogging). If the trenchless percussion and impact method fails,
regular open trench methods may be used.
Section 7-15.3(2) is a new section:
7-15.3(2) Water Meter Relocation and Service Line Replacement
Where indicated on the Plans, water meters shall be relocated to a new location. The existing meter
setter, meter box, and meter shall be removed and replaced with new materials at the position
indicated on the Plans. If the new meter position is further from the water main, a new service line
from the main shall be installed from the main to the new meter location. Meters located within
driveways shall have cast iron meter box as specified on Renton Standard Detail B 106.
Shattuck Ave. Storm Drain November 2008
Special Provisions
SP-63
Water service lines shall be replaced between the main and the existing meter location where it is not
possible to protect the service lines in place throughout construction.
The following sequence shall apply to all planned water service line replacements or relocations.
1. Contractor potholes and identifies the elevations and pipe materials for all water service
line crossings with regard to the new utilities improvements.
2. If there is a conflict between the existing water service line and the new City utilities to be
installed as part of this Contract or if the existing water service line is made of galvanized
pipe, the Contractor shall notify the City and coordinate the relocation or replacement of
the water service line by the City Water Maintenance Department. A two -week advance
notice shall be required for each water service requiring relocation or replacement.
3. The Contractor shall fill and grade the area where the meter will be relocated to the
finished grade elevation prior to the relocation of the water service line and meter by the
City Water Maintenance Department. The Contractor shall excavate and expose the end of
the existing water service line, meter setter, and water meter to be relocated by the City
Water Maintenance Department or by the Contractor.
4. City of Renton Water Maintenance Department will furnish pipe materials and the City of
Renton Water Maintenance Department will install the extension of the existing copper
service line and meter setter, will relocate the water meter to the new location as shown on
the Plans, and will make the connection to the private service line. The City will install
the water meter.
The Contractor shall backfill and compact the trench for the water service line and restore
the area to finish grade.
7-15.5 Payment
Section 7-15.5 is deleted and replaced as follows:
Payment will be made in accordance with Section 1-04.1, for the following bid item when it is
included in the proposal:
"Service Connection In. Diam.," per each.
The unit contract price per each for "Service Connection In. Diam." shall be full pay for all
work to install the service connection, including but not limited to, excavate a trench for the service
connection between the meter and main and coordinate installation of the service line by the City of
Renton Water Maintenance Department.
"Relocate Water Meter.," per each.
The unit contract price per each for "Relocate Water Meter" shall be full pay for all work to replace
the existing meter, meter setter, and meter box at the location indicated on the plan. There shall be
no extra payment for cast iron meter boxes required in driveway locations. New service connections
required from the main shall be paid for by the item "Service Connection_ In. Diam."
Shattuck -Ave. Storm Drain Nevember-2808
Special Provisions
SP-64
7-17 SANITARY SEWERS
7-17.2 Materials
Section 7-17.2 is deleted and replaced as follows:
Pipe used for sanitary sewers may be:
Rigid Thermoplastic
Concrete
PVC (Polyvinyl Chloride)
Ductile Iron
All sanitary sewer pipe shall have flexible gasketed joints unless otherwise specified.
It is not intended that materials listed are to be considered equal or generally interchangeable for all
applications. The Engineer shall determine from the materials listed those suitable for the project,
and shall so specify in the specifications or Plans.
Materials shall meet the requirements of the following sections.
Plain Concrete Storm Sewer Pipe 9-05.7(1)
Reinforced Concrete Storm Sewer Pipe 9-05.7(2)
Solid Wall PVC Sanitary Sewer Pipe 9-05.12(1)
Profile Wall PVC Sanitary Sewer Pipe 9-05.12(2)
Ductile Iron Sewer Pipe 9-05.13
All pipe shall be clearly marked with type, class, and thickness. Lettering shall be legible and
permanent under normal conditions of handling and storage.
7-17.3(1) Protection of Existing Sewerage Facilities
Section 7-17.3(1) is supplemented as follows:
When extending an existing sewer, the downstream system shall be protected from construction
debris by placing a screen or trap in the first existing manhole downstream of the connection. It
shall be the Contractor's responsibility to maintain this screen or trap until the new system is placed
in service and then to remove it. Any construction debris which enters the existing downstream
system, shall be removed by the Contractor at his expense, and to the satisfaction of the Engineer.
When the first manhole is set, its outlet shall be plugged until acceptance by the Engineer.
Section 7-17.3(1)A is a new section.
7-17.3(1)A Temporary Bypass Pumping
The Contractor shall install temporary bypass systems to maintain uninterrupted sanitary and storm
sewer service where construction work will interfere with sewage or storm flow in the existing
sanitary sewer or storm drainage system. The bypass shall be made by diverting the effluent flow at
an upstream access manhole and pumping it through a separate conduit to a downstream reentry
point in the same sewer or storm system. The effluent level in the bypass pumping manhole shall
not be allowed to rise more than 1 foot above the crown of the incoming sewer pipe. Work shall be
conducted in such a manner as to comply with the requirements of Section 1-07.
A written proposal for temporary bypass pumping that includes a description of the work and the list
of all equipment to be used for the work shall be submitted by the Contractor to the Engineer,
Shattuck Ave. Storm Drain November 2008
Special Provisions
SP-65
allowing at least 10 working days for review and return of comments. The Engineer's review shall
not relieve the Contractor of its responsibilities or of any public liability for sewer spills under this
Contract.
7-17.3(2)H Television Inspection
Section 7-17.3(2)H is supplemented as follows:
Once the television inspection has been completed the Contractor shall submit To the Engineer the
written reports of the inspection plus the video tapes. Said video tapes are to be in color and
compatible with the City's viewing and recording systems. The City system accepts `/z-inch-wide
high density VHS Tapes. The tapes will be run at standard speed SP (1 5/16 I.P.S.).
M,,,c U`� 0-40 C. � A 5: f�v �Z,� '�AtiCs • 2
`I) .. ,
7-17.4 Measurement
Section 7-17.4 is supplemented as follows: C-�' _ s O'kr"CAP 4.
Measurement of "Bank Run Gravel for Trench Backfill Sewer" will be determined by the cubic yard
in place, measured by the neat line dimensions shown in the Plans, or by the ton on truck tickets.
7-17.5 Payment
Section 7-17.5 is revised and supplemented as follows:
Payment will be made in accordance with Section 1-04.1, for each of the following bid items that are
included in the proposal:
"Plain Cone. Sewer Pipe _ In. Diam.," per linear foot.
"Cl. Rein�Gmw.-Sewer44pe= In. Dial" per linear foot. —
"PVC Sanitary Sewer Pipe
"Ductile Iron Sewer Pipe
In. Diam.," per linear foot.
In. Diam.," per linear foot.
The unit contract price per linear foot for sewer pipe of the kind and size specified shall be full pay
for furnishing, hauling, and assembling in place the completed installation including all wyes, tees,
special fittings, joint materials, bedding material, and adjustment of inverts to manholes for the
completion of the installation to the required lines and grades.
"Testing Sewer Pipe," per linear foot.
The unit contract price per linear foot for "Testing Sewer Pipe" shall be full pay for all labor,
material and equipment required to conduct the leakage tests required in Section 7-17.3(2). If no unit
price for "Testing Sewer Pipe" is included it shall be considered incidental to the pipe items.
"Removal and Replacement of Unsuitable Material," per cubic yard.
The unit contract price per cubic yard for "Removal and Replacement of Unsuitable Material" shall
be full pay for all work to remove unsuitable material and replace and compact suitable material as
specified in Section 7-08.3(1)A.
"Bank Run Gravel for Trench Backfill Sewer," per cubic yard, or Ton.
The unit contract price per cubic yard, or ton for "Bank Run Gravel for Trench Backfill Sewer" shall
be full pay for all work to furnish, place, and compact material in the trench.
"Television Inspection," per lump sum.
"Temporary Bypass Pumping," per lump sum.
Shattuck Ave. Storm Drain November 2008
Special Provisions
SP-66
The lump sum contract price for Temporary Bypass Pumping shall be full pay for furnishing,
installing, and removing adequate pumps, pipes, hoses and other equipment necessary to bypass
stormwater or sewer as needed during construction. Payment for this item will be prorated over the
construction period.
END DIVISION 7
Shattuck Ave. Storm Drain November 2008
Special Provisions
m
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Stan Job - Sewer information request - size and type MH 5318-278 Page 1
From: Michael Benoit
To: Job, Stan; Marshall (PW), Richard
Date: 11/12/2008 9:29:58 AM
Subject: Sewer information request - size and type MH 5318-278
We need to know what the size and type of the sew-r pipes are between:
5318-183
5318-278
5318-182
This information is for the storm drain project on Shattuck that is currently under 90% review. They are
proposing to remove MH 5318-278 and a section of upstream pipe to clear the way for the storm install
and then replace the manhole and pipe. We need to confirm the size of pipe (and type if feasible) for the
bid.
My thought is that:
5318-183 to 5318-278 is about 38' of 10" PVC
5318-1278 to 5318-182 is about 350' of 8" concrete or clay
5318-1278 to 5318-182 is the line that runs 'behind the dry cleaner' and may (or may have been) on one
of our ongoing check lists. Stan, you or one of your senior workers may be familiar enough with the line to
know with confidence the size and type or have TV inspection records.
Thanks
Mike
(,C SIC
rro
6-C't
_-_oor ��Ctvt ✓� �J
�N.� nn�.IS
.)
i/A•,#'(
Wbt¢rwork'r'MfQ' l i
Position pipe within casing under
roadways, railroads, bridges,
and canals. Ideal for sliplining.
1213 BADGER STREET • YORKVILLE, ILLINOIS 60560
(630) 553-0840 - (800) 426-4301 • FAx (630) 553-0181
www.cascademfg.com
LOW COEFFICIENT OF FRICTION
��„w�� , � �, a� ,-�� ,� a
•48 DIP into 60 Casing, 110 up 10% Grade
,,� �
Owner: Cobb Marietta Water Authority,
f4 R+4
Hwy 41 Transmission main
Engineer: Welker and Associates
Contractor: John D. Stephens
Contractor planned on a full day with a wench
cable to pull, jacking equipment to push, plus
a 7 man crew. With CASCADE'S spacers the
entire 110' was installed in 1 hour 45 minutes
-�r
using only a back hoe.
CORRECTING FOR GRADE
8" DIP into 24" casing, 380' gravity sewer.
Owner: City of Atlanta
Engineer: Dept. of Pollution Control
Contractor: Newell
Bore for casing turned up and lost 8" of grade
over last 90'. CASCADE provided numbered
spacers that when installed in sequence,
brought the carrier back to grade. Spacers
are also field adjustable.
CENTERING
..
54" steel into 72" and 64", CMP casing, 200'
• �4 Owner: City of Seattle — Tolt River
,411
` Pipeline
z
Engineer: CH2 M Hill
ter`' Contractor: Frank Coluccio
ev CASCADE spacers center the carrier within
s the casing to maintain alignment and restrain
..rt� carrier against floatation or other movement.
, PVC INSTALLATION -RESTRAINING
30" Vylon® PVC into 48" casing, 750' gravity sewer
The CASCADE Casing Spacer system replaces the old method of banding wooden skids to the car-
rier pipe with steel straps. Compare CASCADE'S method with the obsolete one. In addition to the typ-
ical positioning design shown on this page, CASCADE has also developed designs for:
CASCADE All stainless
Steel Casing Spacers
are the state of the art
system for inserting
pipes within pipes. The
old method of strapping
on and greasing wood-
en skids is obsolete.
Compare CASCADE'S
system with the anti-
quated wooden skids...
WHY CASCADE?
• Placing multiple carriers within one casing
• Positioning thermally insulated pipe without damage to insulation
• Centering small carriers within large casings
• Positioning gravity sewer to on grade requirements
CASCADE FEATURES
• Lowest coefficient of friction in the industry — easy to push
• High corrosion resistance — eliminate backfill
• Dielectric insulator — cathodic protection
• Design flexibility — position carrier positively
• Simple to use — trouble free insertion
CASCADE ALL STAINLESS
STEEL CASING SPACERS
• Easily attached by a single
person.
• No special tools needed'.
• Slide into casing with minimum
pushing force. Low coefficient
of friction lets runners glide over
rough spots insuring trouble free
insertion. Lowest Coefficient
of Friction in the Industry.
4 .High Corrosion Resistance—,
100% chemically.. passivated;
Dielectrically insulates:. carrier
and holds securely,without any::
backfill;
• No Backfill - Lowers con-
struction costs and allows for
future access.
EXPERIENCE
CASCADE IS THE LEADER in casing spacers for
the water and sewer industry with literally thousands
of successful installations across the nation.
CASCADE has worked with every type of pipe
used in water and sewer systems. New chal-
lenges are welcome, but chances are if it is a
water or sewer application - we've already done it.
WOODEN SKIDS AND
STRAPS
• Require at least two sets of
hands to attach.
• Cumbersome, . time consum-
ing, greasy..:_. Notcl i.ng and
banding.. tools.. needed.
• Hard to push. Catch on weld
beads. Carrier rotates. Joints
are destabilized. Binding can
break straps or skids, making
removal and reinsertion nec-
essary.
• Corrodes. Requires backfill ,
to.. insure long: term stability.
Allows bacteria .to concen-
.trate::
• Backfill of sand, gravel, or
grout is expensive and makes
future access difficult or
impossible.
QUALITY
CASCADE is the leader in quality as well as expe-
rience from the liner to the runner - inside to out
- there is no corner cutting. Each component
material was carefully selected so that the prod-
uct would be top notch - the best available.
Imitators make cheaper products - not equal
products.
BASIC POSITIONS
Standard: assists installation and
carries slip joint bells at least .75" off cas-
ing wall. Maintains dielectric insulation.
No restraint against movement such as
floatation or surge pressure bucking.
Centered & Restrained: Restrained: Keeps carrier at Multiple & Restrained:
Positions carrier in center of casing. bottom of casing while restraining Reduces bores under highway.
Provides restraint against movement. against movement.
Best for mechanically restrained pipe
joints.
CASING SPACER PLACEMENT DIAGRAM
SPECIFYING SPACER WIDTH & PLACEMENT INTERVALS
When deciding the width and placement inter-
vals of CASCADE spacers, the main concerns
are pipe stiffness, joint stability, height of separa-
tion between carrier and casing, and live load.
Generally, stiffer pipe can be supported ade-
quately at greater intervals than more flexible
pipe. Casing pipes have deflections, ridges, or
otherwise uneven surfaces. Care should be
taken to maintain joint stability during, as well as
after, installation.
Unless special circumstances exist, CASCADE
recommends 8" wide spacers at 10' intervals on
sizes up to 48" pipe. Pipes over 48" O.D. should
be supported with 12" wide spacers.
For ductile iron carrier pipes, 10' intervals are the
adequate through 60" O.D. For steel carrier
pipes, 8' intervals are adequate through 60" O.D.
For 24" and larger pipe with the separation
between carrier and casing greater than 5 inch-
es, 6' intervals and/or 12" wide spacers should
be considered.
I rrwr+�
CARRIER
TYPICAL PLASTIC
CARRIER
All variations of PVC pipes (sewer, C-900 and
thinner wall PVC) need support at closer inter-
vals and should be supported every 6'.
Polyethylene pipes vary widely in the interval
required and depends on the wall thickness and
the maximum allowable deflection between sup-
ports. The pipe manufacturer should be consult-
ed if intervals longer than 6' are desired.
Concrete and prestressed concrete cylinder
pipe require shorter intervals. Always use Model
CCS-ER Spacers.
In all instances, a spacer should be placed so
as to support the carrier within 2' of the end of
the casing pipe.
Please consult Cascade if there are any
special conditions or if any questions
arise.
For multiple pipe Casing Spacers, consult
factory.
SAMPLE DRAWINGS
MULTIPLE CARRIERS
I.ar MM. Jaar O.O. (3S.ar1.0.1 USING PME
aF1RANrE
as
F (iyVj/J p, (If A.60'O.G. P9C CONOU?URRIER PIP
RSA
nar o.D. PVC usMG PPE
(tn ll'BELL OOI
B
aar O.0. STEEL GS GRRIER PIPE
B
f0.ar 0.0. GSnAg PPE
D/ T(OD.OS O.O/GRRIER PIPE
r1
� naso• eE2L o.o.. wn
RISER 1.ar uoIw RIANIEA
B RISER 1.50' LMMV RUA1'ER
I- PoSER
/C C C f.1.50•UNAIWRUNNER
O aCt PoSER 0.)s'2MMw RUNNER
1 E 0.50' RISER D.'d IAIYWRUlO¢R
F RUNNER
.50'RISER .00'IMMW
G f.ar PoSER
x-f s.sr REvsoRcmG aATE
\
\ / o.ar SME1L/LBrERAuowANCE(rrry
q
zs- FARIS - ADAMS & CLARK
A
MULTIPLE CARRIERS r
cowrax+�orrow
of RUNNE s(rnl rr�
Cascade Waterworks, Mfg.
DUAL CARRIERS
ar MIN.
CLEARANCE \ /
30'
/� •\ e e
tar O.D. (AQeT I.D.) USING PPE
j
B
�,, ,� 0D.05'O.D. GRR/ER PIPE
B
(O11.0•BEL.ODI
`
012.50,,0.CAR1vv PIPE
X-1 C X-1 (011W HI.Off)
__ /_ /• .\ \ _- A tar RISER 1.50'IAIwW RUAtlVER
/ B 1f.3)•RISER 1.ar UNMV RIIMNER
X3.ar BASER
f f3.)f• REINFORCDNG PUiE
A
u• u ENG. HAYDEN - WIEGMAN
A
CONro13R Borrow of RUNNER MINER LANE °
f YP
r- �-- -- Cascade Waterworks, Mfg.
CENTERED CONFIGURATION
1.25•MIN ITEM RIXEL AO. MCYEL A1)
CLEARANCE CCS6111 f1/f:®C1R CLSS61112/0a m
A 69' bb'
, - B 56.1 S6.IZ'
•
!'RISER 3'R/SER
C E C
2}UMW MMER I'UMW MAKER
B
I JO• D !•RISER
(1YP) 2'UMW MITER Z'UMW RIIAER
B
1 'A'1.O.
RCP USING
�_ / A. S•O.D.
STEEL CARRIER
D
D
0.20' S!#11 / LLNER ALLO WANCE (IYPf
A
15• TOLT RIVER PIPELINE
q
nT%t aeP.c
CASING SPACER -CENTERED SEATTLE, WA
ENGUEBt rN M twL
wx
-�� --- Cascade Waterworks, Mfg.
TUNNEL LINER
1-m cmm A g c D E
O.D. LD.
so.00 02.00 2.00InDeER Lw RUeER to RllleEp 1 W R,NER s.t]
Z.DO RISER i.Q RISER 2. De RISER I.00 RISER
i.DD RI3eER Z.00 RIMER 2A0 RIMER I.QD RJDEIi
Ag'� w'� I.W RISER i.s0 RIffR Z.nRffR I.W RIffR 5.50
g
'E' CLEARANGE 30,3] Di.00 1.00 RJ1ER z.00 RIDeER I.W NIIEV I. W NIAEA s.is
Z,W of ER In RISER 2.54 RISER I.W RISER
B
ENGINEER: PAPownI- i.MITH .I COOKER
D D
30• 30
u•
PREPARED 51/RFAfE
FLUSN WIrH UNER FUNGE
q
I]
..y - EAST SIDE WATER SYSTEMS
er m
•��
q
IMPROVEMENTS
a- - •••- Cascade Waterworks, Mfg.
CORRECTING FOR GRADE
\ O9.05'O.D.
PIPE
NNEo
roP]PE RUMIER
O23.00'LD. f0.20 0.32
g.eA g.Os
i D.e0 ase
B
D.21 nn
g.xA ase
nee a3o
\ g.n nD3
'B' n1x nn
e.3e e.22
q
CORRECTING FOR GRADE
A
APPD.
- ' -- - -- � Cascade Waterworks, Mfg.
RESTRAINED CONFIGURATION
I.00' CLEARANCE
-1. /
-
... 7 e6n00'I.0. RCP
C CASING RPE
C
B
•
B
'
/ f M' / \ 36•D.I.P. (O39.30.0.Dj
WRH M' O.D. JOINT
RESTRAINT
tlA A.ar PoSER 2.ar I121)l11' RWiNEA
8- PoSER 1tar Ue/W RUNNER
22.5• C C aar RISER f.ar Wg1115' RUNNER
y 22.5' 0.20'SHEIL/INTER ALLOWANCE ()YP) u.u.
HRSD - -4- ROADS SANITMY DEFT.
A
MVY. 6L OESAf4A1SE. VA. -FORCE MAIN
q
CASING SPACER - RESTRAINED ENG. H.D.R. o
- Cascade Waterworks, Mfg.
RUNNER
RISER
RIBBED
LINER
SHELL
MATERIAL SPECIFICATIONS
SHELL -
Minimum 14 gauge T-304 stainless steel. All surfaces are
fully chemically passivated. Flanges are ribbed for strength.
RISERS -
Max 10 ga. T-304 stainless steel, reinforced 6" and over
height.
FASTENERS-
5/16-18 T-304 stainless steel
LINER -
PVC - .090 thick, 85-90 durometer
(ASTM D1706-61T) - 80
Max constant operating temperature - 150*F (64°C)
Electrical properties - (ASTM - D149-61) 1380 Wmin.
Resistance: Salt Spray (ASTM - B117) - Excellent
Acids - Good
RUNNERS-
Ultra High Molecular Weight Polyethylene
Low coefficient of friction
High resistance to abrasion and sliding wear
Toughness under impact
Low deflection under compression
Dielectric insulation
TYPICAL DATA - RUNNERS
PROPERTY
ASTM METHOD
Specific Gravity
D-792
Tensile Strength (Break)
D-638
Elongation (Break)
D-638
Izod Impact
D-256
Hardness D-2240
Coefficient of Friction D-1894
Heat Distortion Temp. 66PSI D-648
Coefficient of Thermal
Expansion D-696
UNITS
gm/cc
PSI
ft.-Ibsfin. of
notch
Shore D
C
1%11111,11�
.934
3500
380
NO
BREAK
67
.11-.13
88
ELECTRICAL
PROPERTIES ASTM METHOD UNITS VALUE
Dielectric Constant
Dissipation Factor
60 cycles to 10 6 cycles
Volume Resistivity@23-c
Surface Resistivity
Dielectric strength
ABRASION
CHARACTERISTICS
D-150 — 2.3
D-150
— <.05 x 103
D-257
ohm,cm >10'°
D-257
ohm >1016
D-148
KV/CM 900
Taber Abrasion D-1044 Mg/loss Nil
P1 2 X 104 Sand Slurry* 7
* Sand Slurry condition - 7 hours in one part water at 1725 RPM.
Carbon Steel = 100. UHMW 1900 = 15. Lower value more resistant
to abrasion.
1) Carrier - 12" DIP or C-900 PVC 2) Carrier - 48" Steel
Casing - 24" Steel - .375 wall Casing - 66" concrete
Spacer Width - 8" Spacer width -12"
Configuration - Centered Configuration - Restrained
CCS - 1320-8 / C23.25 CTR CCS - 4800-12 / C66 RES
RISER/RUNNER HEIGHTS FOR STANDARD
SPACERS
2" Height through 10" pipe size.
2 1/2" Height through 48" pipe size.
3" through 64" pipe
NUMBER OF RISER / RUNNERS REQUIRED FOR
STANDARD SPACERS
4 Runners through 24" pipe size
6 Runners through 36" pipe size
8 Runners through 48" pipe size
CASCADE provides drawings for approval on all
special applications.
3) Carrier - 6" SCH 40 PVC
Casing - 16" Steel .25" wall
Spacer width - 8"
Configuration - Standard
CCS - 663-8 / C15.5 STD
WHEN ORDERING CASING: SPACERS ,, PLEASE
HAVE THE FOLLOWING INFORMATION: AT HAND:
• Job Name/Engineer's Name
• Type and 'O.D. of carrier pipe
• Type of joint
• Type and I.D. of casing pipe .
• Length of casing :or .quantity of spacers needed
• Configuration Requirement: Standard, Centered, or. .
Restrained; anyspecial'installation requirements
STYLE CCS - CASING SPACERS
Casing spacer shall be a two-piece shell per
carrier pipe and made from T-304 stainless steel
of a minimum 14 gauge thickness. Each shell
section shall be lined with a 0.090" thick, ribbed
PVC extrusion with a retaining section that
overlaps the edges of the shell and prevents slip-
page. Bearing surfaces (runners) shall be ultra
high molecular weight polyethylene (UHMW) to
provide abrasion resistance and a low coefficient
of friction (0.12). The runners shall be attached
to support structures (risers) at appropriate
positions to properly support the carrier pipe
within the casing pipe and to ease installation.
The runners shall be mechanically bolted to the
riser. The bolt heads are welded to the inside of
the risers for strength. Risers shall be made of
T-304 stainless steel of a maximum 10 gauge.
All risers shall be MIG welded to the shell.
Bottom risers 6" and over in height shall be rein-
forced. All reinforcing plates shall be 10 ga.
T 304 stainless steel and shall be MIG welded to
mating parts. Standard positioning within
the casing pipe shall be sized such that
the carrier rests near the bottom of the casing
pipe and the height of the risers and runners are
to provide a bottom clearance not less than one-
half inch between the casing pipe and the
extreme outside diameter of the joint (bell, seam
weld, joint clamp, ...) of the carrier pipe.
STYLE CCES CASING END SEALS
RURRER SEAL
STEEL
t5AIN U
Centered & Restrained positioning within
the casing pipe shall be sized such that
the height of the risers and runners are to
center the carrier pipe in the casing pipe with a
top clearance of three -fourths inch minimum.
Restrained positioning within the casing
pipe shall be sized such that the carrier rests
near the bottom of the casing pipe and the
height of the risers and runners are to provide
a bottom clearance not less than one-half
inch between the casing pipe and the extreme
outside diameter of the joint (bell, seam weld,
joint clamp, ...) of the carrier pipe and a top
clearance of three -fourths inch minimum.
Multiple Carrier pipes within the casing
pipe shall be sized such that the carrier
pipes are held at fixed distances relative to
each other, with the height of the risers and
runners to provide not less than three -fourths
inch between the casing pipe and the outside
diameter of the riser/runner combinations.
Special reinforcing plates may be required to
stabilize and support structure. All welds and
metal surfaces shall be chemically passivated.
Due to the numerous application possibilities,
consult factory for spacing requirements.
Casing spacers shall be Model CCS as manu-
factured by Cascade Waterworks Mfg. Co. of
Yorkville, IL or approved equal.
CASCADE Model CCES End Seals pull over the casing and car-
rier pipes after installation to provide a barrier to backfill debris
and seepage.
MATERIAL SPECIFICATIONS:
SEAL - Neoprene - Other compounds available
BANDS - T 304 Stainless Steel
Cascade's Runners can
be replaced in the field if
bore is offgrade or instal-
lation is not to design.
REINFORCED RISER
STYLE CCS-ER - CASING SPACERS (EXTENDED RANGE)
Pipe 36" Diameter and Up
Casing spacer shall be made from T-304 stainless
steel of a minimum thickness of 14 gauge. Each
shell section shall be a maximum of 12" wide,
and shall be a two-piece design. Each shell
section shall have a stud bar and receiver bar
TIG welded to the shell. Studs shall be T-304 and
threaded as 5/8-11x7" long. Each stud bar shall
include up to three studs, and shall allow a
maximum of 1" adjustment to circumference to
compensate for the variations in large diameter
(non -uniform) pipe. The shell shall be lined with
a 0.090" thick, ribbed PVC extrusion with a
retaining section that overlaps the edges of the
shell and prevents slippage. Bearing surfaces
(runners) shall be ultra high molecular weight
polyethylene (UHMW) to provide high abrasion
resistance and a low coefficient of friction (0.12).
The runners shall be attached to support
structures (risers) at appropriate positions to
properly support the carrier within the casing and to
ease installation. The runners shall be mechanically
bolted to the riser. The bolt heads are welded
to the inside of the risers for strength. Risers
shall be made of T-304 stainless steel of a
maximum 10 gauge. Bottom risers 6" and over
in height shall be reinforced. All risers shall be
MIG welded to the shell. Standard positioning
within the casing pipe shall be sized such
that the carrier rests near the bottom of the
casing pipe and the height
of the risers and runners~
are to provide a bottom
clearance not less than
one-half inch between
the casing pipe and the
extreme outside diameterp
of the joint (bell, seam
weld, joint clamp, x f
the carrier pipe. Centered &n.<
Restrained positioning within
the casing pipe shall be sized
such that the height of the risers and
runners are to center the carrier pipe in the
casing pipe with a top clearance of three -fourths
inch minimum. Restrained positioning
within the casing pipe shall be sized such that
the carrier rests near the bottom of the casing
pipe and the height of the risers and runners are
to provide a bottom clearance not less than
one-half inch between the casing pipe and the
extreme outside diameter of the joint (bell, seam
weld, joint clamp, ...) of the carrier pipe and a
top clearance of three -fourths inch minimum. All
welds and metal surfaces shall be chemically
passivated. Due to the numerous application
possibilities, consult factory for spacing require-
ments. Casing spacers shall be Model CCS-ER
as manufactured by Cascade Waterworks Mfg.
Co. of Yorkville, IL or approved equal.
:WARRANTY
.Ca scade. Waterworks:_ Mfg. Co.. warrants: its: product(s) for one: year from the date of shipment.
Jo, be,free of;defects in material or, workm anshi p. Cascade will repair or replace this: product if'it :is. ;
found to. be, defective within the above stated one year::warranty period.provided.that the buyer submits
,:his claim in,.writing: and delivers the original claimed defective product_ in its entirety,. freight prepaid
to Cascade Waterworks Mfg Cm-, 1213 Badger. Street, Yorkville, IL, 60560 for inspection
Within 30 days. Written notice or products sent to Mfg: Reps or any 'other agents°will not be honored
as validwarranty claims-.' Cascade: is not liable ,or responsible for. anV loss; damage..or injury: to any.:
::.
persons) or property directly or indirectly arising from ;the use or inability -to use this' product.,..The
user shall determine the suitability, of the product for its intended use prior to any application and said
user: assumes all risks in connection..with the use of this product. No claims for labor, or. damage will .
`be allowed`:': Buyer must. advise Cascade within' 30' days. of discoveryof the alleged:defect or: the:
claim will be barred. ' This warran is exclusive and in lieu of all others, Whether :written;: oral or
tY
implied. Upon the product(s)..:purchase .frori Cascade. Waterworks... Mfg. Co:i. `or. any: of. its
A9ehts, the purchaser agre@S'to all of the above terms of warranty.
04/07 .
"THE STANDARD OF EXCELLENCE IN THE INDUSTRY"
CASING SPACERS END SEALS - STYLE - CCES
Casing spacer end seals shall be a pull -over type construction and made from Neoprene with T-304
stainless steel bands for securing the ends of the end seal to the casing pipe and carrier pipe. Casing
spacer end seals shall be Model CCES as manufactured by Cascade Waterworks Mfg. Co. of Yorkville, IL
or approved equal.
] 0.09.2007
CASCADE WATERWORKS MANUFACTURING COMPANY
1213 Badger Street • Yorkville, IL 60560 • (630) 553-0840 • (800) 426-4301 • FAX (630) 553-0181
www.cascademfg.com
2
1'1
Carrier OD
BANDS LOCATED APPROX.
1.50 FROM THE EDGE
OF THE END SEAL
End Seal Length
(Approx.) i
I
, I
I
,
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__ -----------------a--,---
I - I
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,
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(OVERLAPPING SEAM)
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3.00 FROM THE
EDGE OF THE CASING PIPE
CASCADE MODEL CCES END SEALS
A PULL OVER THE CASING AND CARRIER MATERIAL SPECIFICATIONS:
PIPES AFTER INSTALLATION TO SEAL - NEOPRENE
PROVIDE A BARRIER TO BACKFILL OTHER MATERIALS AVAILABLE
DEBRIS AND SEEPAGE. BANDS - T-304 STAINLESS STEEL
(NOT FOR PRESURE APPLICATIONS.) NOTES: STANDARD TOLERANCES UNLESS
L FINISH - XXXX OTHERWISE SPECIFIED
2, 2 PLACE DECIMALS z .03
20. 0011 38. 30" 4+8 0011 3. 3 PLACE DECIMALS x 110
4. ANGULAR DECIMALS x I/2 DEGREE.
5. CHAMFER ALL MACHINED SURFACES .005-.010 x 45° AND REMOVE ALL BURRS.
6. ALL PARTS MUST BE FREE FROM SCALE.
END SEAL CARRIER
C AS I NG OD 7. NO TOLERANCE NEEDED ON REFERENCE DIMENSIONS.
8. ALL BOLT CIRCLE TOLERANCES PER ANSI B16.5 PARA. 7.7
LENGTH OD 9. CONCENTRICITY TO CENTERLINE .005
2
Casing OD
BANDS LOCATED APPROX.
1.50 FROM THE EDGE
OF THE END SEAL
End Seal
Installation Guide
Push in Carrier side before tightening End Seal
MATERIAL:
DRAWING NO:
Neoprene (60 Duro.)
End Seal
SCALE:
DRAWN BY:
REVISED I:
DATE:
APP'D BY:
REVISED 2:
Cascade Waterworks, Mfg.
1213 BADGER STREET YORKVILLE, ILLINOIS 60560
X
0
Specifications
Page 1 of 1
Horre Model C End Seal
Calpico Model C End Seals are a seamless, slip-on boot style. They are
Products
stainless steel bands and clamps. This type of end seal is applied while
pulling the carrier though the casing. This model is designed for easy
Brochures installation and will also fit any carrier -casing combination where unusual
lateral movement can be expected.
Engineering
Specifications
Trade Shows Specifications
About CALPICO
Casing Quote
Contact Us
Site Map
Hotline
Logon
Duromete
60 +/- 5
Average Tensile
- 1
Average Elongation
350%
Temperature Limit
-20 to 212 degrees F
Color
Black
Finish
Smooth
Polymer Content
20%
Specific Gravit
1
Full Brochure
CALPICO, Inc. - 1387 San Mateo Ave. - So. San Francisco, CA 94080
650 588-2241 Phone - 650 873-6952 fax - 800 998-9115 toll tree
http://www.calpicoinc.com/html/specifications.php?product=9 11/10/2008
Specifications
Page 1 of 1
Home
Products
Brochures
Engineering
Specifications
Trade Shows Specifications
About CALPICO
Casing Quote
Contact Us
Site Map
Hotline
Logon
Model W End Seal
Calpico Model W End Seals are a split wrap -around style. This model is
casing, and ensures a better fit because it can be adjusted to variables in
coating thickness of pipe. Permanent adhesive, butyl mastic strips, bond the
two exposed edges into one permanent seal. Just press each exposed edge
together. These end seals are made of 1/8L thick flexible coal tar reinforced
with fiberglass providing an extra tough waterproof membrane. Provided with
two stainless steel bands and clamps. Not recommended for use under
pressure. For pressure applications, use Calpico Pipe Linx.
Thicknesl
70 mil
ElongationEllongationi
ultimate
Permeanc
0.002
Puncture Resistancl
225 lbs average
Pliabilityl
passes
Full Brochure
CALPICO, Inc. - 1387 San Mateo Ave. - So. San Francisco. CA 94080
650 588-2241 ohone - 650 873-6952 fax - 800 998-9115 toll tree
http://www.calpicoinc.com/html/specifications.php?product=5 11/10/2008
Co SgAS
S
PJ
Keeps out dirt, debris, & small
rodents from annular
space between carrier & casing pipe.
Mode/ W
Calpico Model W End Seals are a split wrap-
around style. This model is preferred because the
seal can be applied after the pipe is pulled
through the casing, and ensures a better fit
because it can be adjusted to variables in coating
thickness of pipe. Permanent adhesive, butyl
mastic strips, bond the two exposed edges into
one permanent seal. Just press each exposed
edge together. These end seals are made of 1/8"
thick flexible coal tar reinforced with fiberglass
providing an extra tough waterproof membrane.
Provided with two stainless steel bands and
clamps. Not recommended for use under
pressure. For pressure applications, use Calpico
Pipe Linx.
FLEXIBLE COAL TAR W/ FIBERGLASS
Standard Specifications:
• Thickness
70 mil
• Tensile, reinforcement
only (psi)
2400
• Elongation, ultimate
Failure of tar mass
500% min.
• Permeance - Perms
0.002
• Puncture Resistance (lbs)
225 avg.
• Pliability
passes
Also avail. in Nitrile Suna-N.
Grade 304 Stainless Steel bands are standard. Two %"
bands are furnished with each end seal and can be
tightened easily to insure a tight seal. No special tools
required. Bands are a non-magnetic worm gear
mechanism.
F
Mode/ C
Calpico Model C End Seals are a seamless, slip-on
boot style. They are made from 1/8" thick
synthetic neoprene rubber and come provided
with two stainless steel bands and clamps. This
type of end seal is applied while pulling the carrier
though the casing. This model is designed for
easy installation and will also fit any carrier -
casing combination where unusual lateral
movement can be expected.
NEOPRENE -
Standard Specifications:
• Durometer
60 +/-5
• Average Tensile 1000 psi
• Average Elongation
350%
• Temperature Limits
-20• F to +212• F
• Color
Black
• Finish
Smooth
• Polymer Content 20%
• Specific Gravity 1.50
Mode/ V
Calpico Model V Special End Seals are a split
wrap -around style. They are made of 1/8" Sjyrene
Butadiene Rubber (SBR) and come provided with
two stainless steel bands and clamps.
STYRENE BUTADIENE RUBBER
Standard Specifications:
• Tensile Strength, psi 1450
• Elongation, % 250%
• Hardness, Duro A, pts 70 +/- 5
• Heat Resistance, ASTM D 573
70 HRS @ 212• F (100• C)
+1- 30% max change in Tensile Str.
-25% max change in Elongation.
+10 points change in hardness.
• Compression Set ASTM D 395
D395 method - solid
22 hrs @ 158°F (70°C) 50%
CALPICO, INC.
1387 San Mateo Ave.
So. San Francisco, CA 94080
650 588-2241 ph / 650 873-6952 fax
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AS -BUILT CERTIFICATION
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1 HEREBY CERTIFY THAT THE HOR170NTAL AND VERTICAL
OF THE SANITARY SEWERS SHOWN HEREON
r'ARE
f4kk>A�;
THE RESULT OF OF A FIELD SURVEY MADE BY ME
OR UNDER MY DIRECTION.
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