HomeMy WebLinkAboutCO 04C.O. #4
CITY OF RENTON Page 1 of 1
Public Works Department
CHANGE ORDER NO.4
CONTRACT CHANGE ORDER AGREEMENT
VTRACT: South Lake WA Roadway Improvements (Garden Ave. Widening) CAG -12 -021
CONTRACTOR: ICON Materials
SUMMARY OF PROPOSED CHANGE:
Reason /Justification: This change was initiated by King County Metro and approved by the City of Renton to accommodate the King
County Metro F -Line RapidRide ITS Corridor Improvements for the Renton landing. This portion of the F -Line RapidRide ITS is part of a
overall regional transportation improvement program instituted by King County Metro.
Contract Change: This change includes all additional conduit, excavation for additional conduit, backfill for conduit, forming for the
cabinet pad, concrete and rebar for the Rapid Ride ITS cabinet pad, Rapid Ride cabinet, wiring and any and all materials, equipment,
labor and coordination to complete this work as described in the attached drawings and this document. An additional 4 working days will
be added to the Contract for this change. Note that the unit price and amount includes the prime contractor's mark up of 12 %.
Add the following quantities to existing bid item plan quantities in the schedule of prices.
Item
Approx
Units
Description
Unit Price
Amount
No.
Quantity
107
1
LS
I F -Line ITS
$ 8,593.55
$ 8,593.55
Washington State Sales Tax (9.5 %): $ 816.39
Total this Change Order (Subtotal Plus Sales Tax): $ 9,409.94
Working Days:
4 Additional Working Days are Granted to complete this work
All work, materials and measurement to be in accordance with the provisions of the Standard Specifications
and Special Provisions for the type of construction involved.
ORIGINAL CONTRACT CURRENT CONTRAC1
AMOUNT AMOUNT
ESTIMATE NET CHANGE
THIS ORDER
ESTIMATED CONTRACT
TOTAL AFTER CHANGE
$1,968,690.65
$1,964,402.63
$9,409.94
$1,973,812.57
COMBINED
TYPE P CONTROLLER
CABINET
0
0
a F
1.
HLVISICN
RR CABINET
chi
SIDEWALK
to!
24*
12* CONDUIT,
MEASUREMENTS
7"5*
ARE TO CENTER,
OF CONDUIT
0DNDUI'
TO 25—TA VAULT
FRW 666R
9"ALK
PLAN VIE
RARDRIDE CABINET
NTS
1. AHEK FOUNDATION PAD IS LOCATED WTHN A SIDEWALK, CONSTRUCT PAD TOP FLUSH WITH
SKWAIX GRADE, OMITTING CHAMFER WERE TOP AND SIDEWALK ABUT MOUNT TOP SHALL BE
FINISIO BY A CONCRETE CONTRACTOR AND SHALL MEET THE REQUIREMENTS OF SECT" 8-14.3 IN
THE WSDOT STANDARD SPECIFICATIONS.
I PAD MOUNT DESIGN IS TYPICAL SEE PLANS FOR TOTAL NUMBER OF CASKETS M.- BE INSTALLED AT
EACH LOCATION.
3, PLACE SILICONE SEAL BETWEEN THE FOUNDATION AND CABINET.
4. ANCHOR DOLTS AND Wk SPACM TO BE SJPPUED BY CABINET MANUFACTURER AND SUBMITTED
70 THE ENGIW FOR APPROVAL
5, CONDUIT SIZES/QUANWO FOR THE CON7ROM AND ITS CABINETS SHAM BE INSTALLED PER THE
CONTRACT PLANS, PLUS ONE V SPARE CAPPED OUT PAST THE FOUNDATION.'
6— CONCRETE SHALL BE CLASS
1 2" CONDUR S14ALL BE "PLACED THE EMS TO THE CONJRDLLER CABINET, AND FROM THERM
TO THE.. ITS. CASKEt
8. EACH. CABINET SHALL HAVE A )C DIAMETER PLASTIC DRAIN PIPE.
9. LOCATE CONDUIT'S CENTRALLY INTHIN THE CABINETS,
10. WHERE CASINOS ARE TO BE INSTALLED AND SPACE ALLOWS, A COMBINED FOUNDATION SHALL BE
USED.
11. SEE PLANS FOR LOCATION AND ORIENTATION IN- RELATION TO TRAFFIC SIGNAL, ELECTRICAL SERVICE
AND IFIRIGATON CABINETS,
IZ INSTALL THE KING COUNTY METRO FURNISHM 336A CABINET ON THE NEW FOUNDATION. THE FRONT:
DOOR OF THE CABINET SHALL BE ORIENTED AS SHOWN! ON THE PLANS. SEE PLAN SHEETS FOR
RAPIDRISE (RRK) CABINET LOCATION.
THE CABINET FOUNDATION SHALL BE CLASS 3" CONCRETE.
14. INSTALL PEBAR AT THE CORNERS OF THE CABINET- FOUNDATION. Of REBAR SHALL EXTEND 12'
INTO CABINET PAD IF ONE IS INCLUDED. THE REBAR is NOT REQUIRED FOR CABINETS INSTALLED
INTO EXISTING SDEWAIX OR ASPHALT PAVEMENT.
15. ANCHOR BMIS AND DATA FOR SPACING SHALL BE SUPPLIED BY` IW CABINET MANUFACWRfR,
16. IF CABINET IS INSTALLED IN EMS-ONG SIDEWALK OR ASPHALT PAVEMENT, THE CASKET FOUNDATION
SHALL EXTEND 18* BELOW FINISHED GRADE AND THE FULL CABINET PAO IS NOT REQUIRED.
17. SEAL CABINET 70 FOUNDATION WITH GRAY OR CIZAR SILICON TO PREVENT MOISTURE FROM ENTERING
THE CABINET,,
BID
DOCUMENTS
iZ 'NTON RAINIER AVENUE S (SR 167) DnAwm mo. , 268
S GRADY WAY TO S 2ND ST PRWECT NO, .TE04044
FED NO NO, OWI81(440)
SIGNAL DETAILS OATE: 'wv'oull
- SHEET NO, M OF 304
Allz
DRAM BY _0M......
CITY OF
;IN
DEMNSY�
F E H R a PEEPLS
W%A"N 21u1 a s
Puo'; " Workr Dep
f.... .
f4A%s►oklA?30* CONSULTANTS
ENE. WAWi
laoarts 44A p
......
PM MGR I
Ftl.E: 0655DSMI-1111
ipMdiAOtf/A
APIPPAWD FOR CONSTRMUN
13Y:
SIDEWALK
to!
24*
12* CONDUIT,
MEASUREMENTS
7"5*
ARE TO CENTER,
OF CONDUIT
0DNDUI'
TO 25—TA VAULT
FRW 666R
9"ALK
PLAN VIE
RARDRIDE CABINET
NTS
1. AHEK FOUNDATION PAD IS LOCATED WTHN A SIDEWALK, CONSTRUCT PAD TOP FLUSH WITH
SKWAIX GRADE, OMITTING CHAMFER WERE TOP AND SIDEWALK ABUT MOUNT TOP SHALL BE
FINISIO BY A CONCRETE CONTRACTOR AND SHALL MEET THE REQUIREMENTS OF SECT" 8-14.3 IN
THE WSDOT STANDARD SPECIFICATIONS.
I PAD MOUNT DESIGN IS TYPICAL SEE PLANS FOR TOTAL NUMBER OF CASKETS M.- BE INSTALLED AT
EACH LOCATION.
3, PLACE SILICONE SEAL BETWEEN THE FOUNDATION AND CABINET.
4. ANCHOR DOLTS AND Wk SPACM TO BE SJPPUED BY CABINET MANUFACTURER AND SUBMITTED
70 THE ENGIW FOR APPROVAL
5, CONDUIT SIZES/QUANWO FOR THE CON7ROM AND ITS CABINETS SHAM BE INSTALLED PER THE
CONTRACT PLANS, PLUS ONE V SPARE CAPPED OUT PAST THE FOUNDATION.'
6— CONCRETE SHALL BE CLASS
1 2" CONDUR S14ALL BE "PLACED THE EMS TO THE CONJRDLLER CABINET, AND FROM THERM
TO THE.. ITS. CASKEt
8. EACH. CABINET SHALL HAVE A )C DIAMETER PLASTIC DRAIN PIPE.
9. LOCATE CONDUIT'S CENTRALLY INTHIN THE CABINETS,
10. WHERE CASINOS ARE TO BE INSTALLED AND SPACE ALLOWS, A COMBINED FOUNDATION SHALL BE
USED.
11. SEE PLANS FOR LOCATION AND ORIENTATION IN- RELATION TO TRAFFIC SIGNAL, ELECTRICAL SERVICE
AND IFIRIGATON CABINETS,
IZ INSTALL THE KING COUNTY METRO FURNISHM 336A CABINET ON THE NEW FOUNDATION. THE FRONT:
DOOR OF THE CABINET SHALL BE ORIENTED AS SHOWN! ON THE PLANS. SEE PLAN SHEETS FOR
RAPIDRISE (RRK) CABINET LOCATION.
THE CABINET FOUNDATION SHALL BE CLASS 3" CONCRETE.
14. INSTALL PEBAR AT THE CORNERS OF THE CABINET- FOUNDATION. Of REBAR SHALL EXTEND 12'
INTO CABINET PAD IF ONE IS INCLUDED. THE REBAR is NOT REQUIRED FOR CABINETS INSTALLED
INTO EXISTING SDEWAIX OR ASPHALT PAVEMENT.
15. ANCHOR BMIS AND DATA FOR SPACING SHALL BE SUPPLIED BY` IW CABINET MANUFACWRfR,
16. IF CABINET IS INSTALLED IN EMS-ONG SIDEWALK OR ASPHALT PAVEMENT, THE CASKET FOUNDATION
SHALL EXTEND 18* BELOW FINISHED GRADE AND THE FULL CABINET PAO IS NOT REQUIRED.
17. SEAL CABINET 70 FOUNDATION WITH GRAY OR CIZAR SILICON TO PREVENT MOISTURE FROM ENTERING
THE CABINET,,
BID
DOCUMENTS
iZ 'NTON RAINIER AVENUE S (SR 167) DnAwm mo. , 268
S GRADY WAY TO S 2ND ST PRWECT NO, .TE04044
FED NO NO, OWI81(440)
SIGNAL DETAILS OATE: 'wv'oull
- SHEET NO, M OF 304
Allz
IT 4� SHDA TO F'IUMB 3/B' DIAMETER. PLASTIC DRAIN.. � wrote It's
5 .- to _ a fir eor a cA�ri�i}. gam' ..
SEE NOTE 2 FRONT
J4 HOOPS (EQUAL SHIM TO PLUMB
SPACES) SEE NOTE 2
BACK +I
T jY CHAx -• j /� E%l5TING
Tic MRa�it 042W °y
SACK-10 -M eATmrr e+ c►eweT �-
1NOTE& MOUNT TOP SHAH BE FINISHED BY A CONCRETE CONTRACTOR AND :SHALL MEET THE REQUIREMENTS
OF -SECTION 8-43 IN THE WSDOT STANDARD SPECIFICATIONS,
Z PLACE SIUCOW SEAL SEMEN THE FOUNDATION AND CABINET.
3 ANCHOR BOLTS AND THEIR SPACING TO BE SUPPLIED 8Y CABINET MANUFACTURER AND SUBMITTED
TOT HE ENGINEER FOR APPROVAL.
4. CONDUIT SIZES /QUANTITIES FOR THE CONTROLLER AND CONTACTOR CABINETS SHALL BE NST&M
PER THE CONTRACT PLANS, PLUS ONE f SPARE CAPPED OUT PAST THE.i:OUNDATION,
5. CONCRETE SHALL BE CLASS 3000.
& r COtWT SHALL BE PLACED FROM THE WS TO THE CONTROLLER CABINET, AND FROM THE BBS
TO THE CONY CTOR CABINET
SEE NM 4 (M)
w
'T 7 A
to
N xoas ° °P I
DIRECTION OF TRAFFIC t\ '
14 MM w 416 mcf
n
3A' DIAMETER PLASTIC DRAM ' �✓ � F t' -2 HiRONE PER CABINET)
_•,°�(
l
Ix RAM AAM
UJUMENT BAR DIAGRAM
3 L E PIECES
-==i
SIX NOTE 4 (nv)
4 FRONT :� FRONT
j - SEE NOTE 7 . p-
3.#4 REINFORC H BAR T
(EQUAL .SPACIN )
7. LOCATE CONDUITS CENTRALLY WITHIN THE CABINETS, C
CONTROLLER / Bes
EDT NTH ft #D' ODTH +T° #O'
COMBINATION TRAFFIC CONTROLLERBBSIELECTRICAL SERVICE CABINETS FOUNDATION
GALL 3 WORKING DAYS
R-31431
�+ BEFORE YOU 010: �(�j 811
Cidh SUgYEYED: .e.� _,�wr+�+�
N hft DRAwNOY: x CTI'Y of RENTON SOUTH LAKE WASHINGTON DRAwMr+a.
DES*N V., x 153OW 'mkLdxmm BID Nbllcwo,"r,*p*A.." ROADWAY IMPROVEMENTS Fm AmrND, srsse.
CRECKSY: Lt�x s wkwo T m D�i�,`UMENT.�i OATS: ,o.
,Al PRO, batta:.,..,w.._ a� i�id?t -0zi6
Ai�PROVE wixt CONSxaucTN SIGNAL DETAILS DATE:..,
NtiARiER REWMN DESCRt4+MN by Ap7, DATE ��' * A� Fii,E Q903b3Kdt' t.d+W w ^°^ ($ DATE: Q, e/Z V*N r ND. ,•,jL i7o.. N_.
PHASE SEQUENCE DIAGRAM ., =
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PEDESTRIAN MOVEMENT � �7 �' ✓" � � : � f '`�,„„ � ---� � �' ` ADV�
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I
EXISTING TRAFFIC SIGNAL SYSTEM SHALL s� .__� _k PLAN
REMAIN FULLY OPERATIONAL UNTIL DAY OF
CHANGEOVER WHEN UNIFORMED POLICE �
—EXIST R/w
LOGAN AVE N OFFICER SHALL DIRECT TRAFC. fA 0 5 10 Zo 40 6D
n
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SICNAL HEAD ASSK;NMENTS 361427
oil
R 12" RR__ 12" R t2' R i2' R it �. L _ a 8 =� # Y sr�
) \'/ yl2j i 7 3 _
_'� °'.
:..... rr t Jr GEN NOTES '
12" Y 12' 12- ( Y ] 12' Y 12 5 OLB �_I u t Jf 1.. ALL WORK SHALL BE DONE IN ACCORDANCE NTH THE CITY STANDARDS, WSQOT /APWA
\1
IN PPLLAANN $
STANDARD SPEt�CATtONS, LATEST AMENDMENTS TO SPECIAL PROVISIONS:
12" T2 12` rG " � q VL f2" ffin r 2 UTILITY LOCATION DIAL -A -0114) PRIOR TO CONSTRUCTION SHALL BE THE RESPONSIBILITY OF'
VEHICLE HEADS: VEHICLE HEADS: VEHICLE HEADS: 12` 1Y ! 1l 1 M THIS CONTRACTOR. CONiUCTS SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER FOR
I h EXIST ESMT B w✓ I
f 2 , 22, 61 & ! 11, 12, 13, 1 OLD2 ! 3. CONTRACTOR SHALL COORDINATE WITH POWER COMPANY REGARDING THE ELECTRICAL SERVICE
62 OLA1, OLA2, 16 4 : 3 )�. �I �i EXIST R/W. i - If CONNECTION, - CONTRACTOR SHALL CONTACT THE PSE REPRESENTATIVE AT 1-888-321-7779
OLA4, Si & 52 VEHICLE HEAD: VEHICLE HEADS 9• f p x I < i f j PRIOR- TO IWSTALLA70 OF ME" BASE:
Holm, M
031 OLA3� i %� ,� ' �% % fji ly 4. FOR SIGNAL SYSTEMS COORDINATION WITH THE CITY OF RENTON, CONTRACTOR SHALL
°; tatvla ! / / f CONTACT TRANSPORTATION MAINTENANCE DEPARTMENT SUPERVISOR DAVE WHlTMARSH AT
�' �,, fl:� I � � 9,q,P ,f't �!` � r ' ,. ' � , � �f� tt {425) 430 -7423.
1. ALL VEHICLE SIGNAL HEADS SHALL BE LED TYPE APB. SHALL USE TUNNEL VISORS !� % CONTRACTOR VERIFIED
SQUARE DOORS AND 5 Y�' BACKPLATES. MAST ARM MOUNTED VEHICLE SIGNAL'HEADS SCALE: 1` =10' f , FEATURES TO BE INSTALLED BY THE SHALL BE D
f / �J` �Q t IN FRO BY THE ENGI:'Ir'�R PRIOR 70 INSTALLATION.
SHALL USE MOUNTING TYPE "L ". POLE MOUNTED SIGNAL HEADS SHALL USE MOUNTING '_ � .l / /jf fi t 8 !! 6. =LOCATION. IS SHOWN FOR REFERENCE ONLY.. FINAL LOCATIONS SHALL BE
TYPE K" (SEE CDR STU DWGS J018, J019 AND JD36). ALL SIGNAL HEAD_ HOUSINGS AND
DETERMWED BY THE CONTRACTOR AND APPROVED BY THE ENGINEER IN THE FIELD,
BACKPLATES SHALL BE YELLOW COLOR PER SPECIAL PROVISIONS I' , f f _ -! �f 4
j /', y. ALL NEW JUNCTION BOXES PLACED IN THE SIDEWALKS
f_ 11 1 SHALL HAVE E RESISTANT IDS
I / CALL 3 WORKING DAYS
2 ALL PEDESTRIAN SACRAL SYSTEMS SHALL BE LED TYPE WTTTi;S011D SYMBOLS, SHALL f i b f l & FOR LEGEND. C�ISTRUCflON AND PARE NOTES AND
SKYi
EQUIPPED WITH "Z" CRATE VISORS AND SHALL USE TYPE 'A` OR "8` MOUNTINGS (SEE I t
f /� tXD scHEOLiiE � SHErT zL 8EF4RE Yt?U DIGS
COR STD OWGS J018 AND J036). ALL PEDESTRIAN SIGNAL HEADS SHALL BE COUNTDOWN �, /f jf / I, t J T 9. FOR WING DIAGRAM SEE SHEET 29. $11
TYPE P5if0AN1.HEADS j'�" ,�
PEDESTRIAN SIGNAL HEAD GS SHALL YELL COLOR PER /' 27,46 F TO 10. T POLE DETAILS SEE POLE SPECIFICATIONS
AND SHALL CONFORM iD LATEST ADOPTED MUTE AND ADA, fEOtELtiN,iS ALL 26, h 47 % ! 19 SC's' t'
SoURRAwEN11rD, -_l,Q_.�. . DRAWiN4 NO. G
% I� CIY OF REN ON SOUTH LAKE WASHINGTON
BID _-"' P8wEc7NO Vise
' DEMNBY: J _ 7536�Jx�N MksuASa Pnb1kwoMeowmts e / ROADWAY IMPROVEMENTS
CHECK BY: Kff SeikWA:o Tsxme,WAS4 - FED AID NO.
.. .�_._ tzr>�m�1�o } DOCUMENTS APP FOR CONSTRUCTION DATE: E9gzM9
PRDJMCn:.,ttAt..__. SIGNAL PLAN
_.. t „X1 MM WB BY: � DATE: )001✓ ' SHEET NO. ,,,27 OF_1. ,,.
NUMBER
REV" DESCRIPTION DY APP. DATE O FLEE: OBe16eIGOt,,hrg � r
IOLA
OU
OLD
NOT
NOT
NOT
USED
USED
USED
tTs Lsxtt?^ 0°
OOLLA = 4 + 10 -
,OL8 -10 +5 9 1 V 19 1 `' � -
OLD =1 +3 .
y
05 06 07 48 e9� I a.a
-s VMCLE MOVEMENT r r w P 4r iYi' 1 a C
•
,e ax
-_ OVERLAPPED VEHICLE MOVEMENT Lnr � w ' i► r �. s �� � � _ . " � —._ � � T � � � '
. "^ 1. T _•--- .- ".L,.'-fy- ..._.- - _'e ..
PEDESTRIAN MOVEMENT � �7 �' ✓" � � : � f '`�,„„ � ---� � �' ` ADV�
EVPE SCHEDULE _� �.m.`•_ ✓ U L
.PHASES _. �• r ww...,. � � � I 4 � �Oki.
62 1 ! 41 Typf
. 420
B BOLA & 0Ui8 4 a -
_ ,, ` - .,SAD OIi
D 03 do ODLD ♦, +' It SD { }
x SCALE j, t0• . q: . !i ♦ r,
I
EXISTING TRAFFIC SIGNAL SYSTEM SHALL s� .__� _k PLAN
REMAIN FULLY OPERATIONAL UNTIL DAY OF
CHANGEOVER WHEN UNIFORMED POLICE �
—EXIST R/w
LOGAN AVE N OFFICER SHALL DIRECT TRAFC. fA 0 5 10 Zo 40 6D
n
:.P au 3 r _£_. +.'.. -.:. �.�r ._,..,...� _ _- �— :.W.1' °- �°•W�- --.
x
VL63
It. p 4
4 8
�< .. e...— ...... ---- e� e - -- - t� C^ i. I D l r t t 9 r a� 1 8� r 1 s r 8 r � n i. A� Gy r " .
... .... .... , '�'� _ 1+ � � s +COL r 7tA• r ... a � - .
f 19 �p
✓. P s $2. ta�, � s f 4 � II.� r ....
s ;814 . lYP 1 N TYP 31
13 +00 'c i TYP
4af :
+00 1� % t r n •,.. r e r e r A+ r e�r r rtBPOp r r n rr i g. a n 19100
1 ti51
41 VL51
(TYP 4
52 •" e s `. _.,�- - 113 .
-t y ssr s. �•s �ass,es.. _s9ss..... z a
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21It �� � SY52T` t
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-
... - - - --
f
}
IN _
_ _ ` - --r-7 -nST.. R_/W _ NE`C�ARK LN2 R -
EXIST R%W' "�7 4 Ic/ scai r - �l t" ` . -
SICNAL HEAD ASSK;NMENTS 361427
oil
R 12" RR__ 12" R t2' R i2' R it �. L _ a 8 =� # Y sr�
) \'/ yl2j i 7 3 _
_'� °'.
:..... rr t Jr GEN NOTES '
12" Y 12' 12- ( Y ] 12' Y 12 5 OLB �_I u t Jf 1.. ALL WORK SHALL BE DONE IN ACCORDANCE NTH THE CITY STANDARDS, WSQOT /APWA
\1
IN PPLLAANN $
STANDARD SPEt�CATtONS, LATEST AMENDMENTS TO SPECIAL PROVISIONS:
12" T2 12` rG " � q VL f2" ffin r 2 UTILITY LOCATION DIAL -A -0114) PRIOR TO CONSTRUCTION SHALL BE THE RESPONSIBILITY OF'
VEHICLE HEADS: VEHICLE HEADS: VEHICLE HEADS: 12` 1Y ! 1l 1 M THIS CONTRACTOR. CONiUCTS SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER FOR
I h EXIST ESMT B w✓ I
f 2 , 22, 61 & ! 11, 12, 13, 1 OLD2 ! 3. CONTRACTOR SHALL COORDINATE WITH POWER COMPANY REGARDING THE ELECTRICAL SERVICE
62 OLA1, OLA2, 16 4 : 3 )�. �I �i EXIST R/W. i - If CONNECTION, - CONTRACTOR SHALL CONTACT THE PSE REPRESENTATIVE AT 1-888-321-7779
OLA4, Si & 52 VEHICLE HEAD: VEHICLE HEADS 9• f p x I < i f j PRIOR- TO IWSTALLA70 OF ME" BASE:
Holm, M
031 OLA3� i %� ,� ' �% % fji ly 4. FOR SIGNAL SYSTEMS COORDINATION WITH THE CITY OF RENTON, CONTRACTOR SHALL
°; tatvla ! / / f CONTACT TRANSPORTATION MAINTENANCE DEPARTMENT SUPERVISOR DAVE WHlTMARSH AT
�' �,, fl:� I � � 9,q,P ,f't �!` � r ' ,. ' � , � �f� tt {425) 430 -7423.
1. ALL VEHICLE SIGNAL HEADS SHALL BE LED TYPE APB. SHALL USE TUNNEL VISORS !� % CONTRACTOR VERIFIED
SQUARE DOORS AND 5 Y�' BACKPLATES. MAST ARM MOUNTED VEHICLE SIGNAL'HEADS SCALE: 1` =10' f , FEATURES TO BE INSTALLED BY THE SHALL BE D
f / �J` �Q t IN FRO BY THE ENGI:'Ir'�R PRIOR 70 INSTALLATION.
SHALL USE MOUNTING TYPE "L ". POLE MOUNTED SIGNAL HEADS SHALL USE MOUNTING '_ � .l / /jf fi t 8 !! 6. =LOCATION. IS SHOWN FOR REFERENCE ONLY.. FINAL LOCATIONS SHALL BE
TYPE K" (SEE CDR STU DWGS J018, J019 AND JD36). ALL SIGNAL HEAD_ HOUSINGS AND
DETERMWED BY THE CONTRACTOR AND APPROVED BY THE ENGINEER IN THE FIELD,
BACKPLATES SHALL BE YELLOW COLOR PER SPECIAL PROVISIONS I' , f f _ -! �f 4
j /', y. ALL NEW JUNCTION BOXES PLACED IN THE SIDEWALKS
f_ 11 1 SHALL HAVE E RESISTANT IDS
I / CALL 3 WORKING DAYS
2 ALL PEDESTRIAN SACRAL SYSTEMS SHALL BE LED TYPE WTTTi;S011D SYMBOLS, SHALL f i b f l & FOR LEGEND. C�ISTRUCflON AND PARE NOTES AND
SKYi
EQUIPPED WITH "Z" CRATE VISORS AND SHALL USE TYPE 'A` OR "8` MOUNTINGS (SEE I t
f /� tXD scHEOLiiE � SHErT zL 8EF4RE Yt?U DIGS
COR STD OWGS J018 AND J036). ALL PEDESTRIAN SIGNAL HEADS SHALL BE COUNTDOWN �, /f jf / I, t J T 9. FOR WING DIAGRAM SEE SHEET 29. $11
TYPE P5if0AN1.HEADS j'�" ,�
PEDESTRIAN SIGNAL HEAD GS SHALL YELL COLOR PER /' 27,46 F TO 10. T POLE DETAILS SEE POLE SPECIFICATIONS
AND SHALL CONFORM iD LATEST ADOPTED MUTE AND ADA, fEOtELtiN,iS ALL 26, h 47 % ! 19 SC's' t'
SoURRAwEN11rD, -_l,Q_.�. . DRAWiN4 NO. G
% I� CIY OF REN ON SOUTH LAKE WASHINGTON
BID _-"' P8wEc7NO Vise
' DEMNBY: J _ 7536�Jx�N MksuASa Pnb1kwoMeowmts e / ROADWAY IMPROVEMENTS
CHECK BY: Kff SeikWA:o Tsxme,WAS4 - FED AID NO.
.. .�_._ tzr>�m�1�o } DOCUMENTS APP FOR CONSTRUCTION DATE: E9gzM9
PRDJMCn:.,ttAt..__. SIGNAL PLAN
_.. t „X1 MM WB BY: � DATE: )001✓ ' SHEET NO. ,,,27 OF_1. ,,.
NUMBER
REV" DESCRIPTION DY APP. DATE O FLEE: OBe16eIGOt,,hrg � r
FLUORESCENT LAMP WITH
AUTOMATIC DOOR SWITCH
35'
24"
24fP .
NOT TO SCALE
DRAIN TUBE
ARE= TERMINATED
1
I .
INSTALL A 336A CABINET ON THE.NEW FOUNDATION. THE FRONT
?,
SEAL CABINET TO - FOUNDATION WITH GRAY OR CLEAR SILTCiON,
1PRG INTERFACE
DOOR OF THE CABINET SHALE: BE• ORIENTED AS SHOWN ON THE
RAPIDRIDE CABINET PAD (TYPICAL)
TO PREVENT MOISTURE FROM ENTERING THE CABINEL
PLAN VIEW SHOWN NOT TO SCALE
FIBER PATCH PANEL
I'1 DEFER TO THE EQUIPMENT DETAILS ON SHEET 92 FOR THE EQUIPMENT
µ.
.TO BE FURN15HED AND INSTALLED IN EACH CABINET. SOME CABINETS :-
SPECIFICATIONS FOR RAPIDRIDE CABINET' LOCATION.
PANEL (BY OTHERS)
- FURNISH AND INSTALL PRE — TERMINATED FIBER PATCH PANELS
REQUIRE A CAT5E SURGE PROTECTOR OR POWER- INJECTOR.
14. AT LOCATIONS WITH AN ANTENNA FURNISWAND INSTALL CAT5E SURGE
PROTECTOR AND, GROUND TCL. GROUND BAR IN. CABINET. PULL CAT5E
SPLICED AS DESCRIBED IN THE SPLICE DETAILS, THE FIBER-" =
2.
THE CABINET FOUNDATION SHALL BE CLASS 3004 CONCRETE.
SECURE CABLE,WIFH VELCRO FASTENERS AND TERMINATE_CASLE INTO
CABLES.SHALL BE SECURELY FASTENED IN THE CABINET. VELCRO
THE CAT5E SURGE PROTECTOR.
15: THE CONTRACTOR SHALL PULL THE I'2PR AND IPR CABLES FROM THE
FASTENERS SHALL PREVENT STRESS FROM BEING PUT ON',THE
3.
INSTALL #A REBAR AT THE CORNERS OF THE CABINET
•SIGNAL C
FIBER TERMINATION PANEL IF THE FIBER CABLE IS PULLED BY
.12PR`AND 1
FOUNDATION, THE REBAR SHALL- EXTEND- 12' INTO THE CABINET
CONTROLLER CABINET ACCORDING TO THE WIRING DIAGRAMS PROVIDED
HAND, MAINTAIN BEND RADIUS - REOUIREMENTS., .
BY KING. COUNTY. SECURE THE 12PR AND IPR CABLES IN THE
0
CABINETS WITH VELCRO FASTENERS.
ETHERNET SWITCH
CABINETS INSTALLED INTO EXISTING SIDEWALK OR ASPHALT
9"
. FURNISH ADJUSTABLE SHELVES AND -- INSTALL AT HEIGHT INDICATED:
PROTECT EXISTING UTILITIES DURING b
TPRG
CONSTRUCTION, CONTACT KING ,
,,,,,.ig,
COUNTY METRO? IF DISCREPANCIES �
��
10..
(BY OTHERS)
4
)°
DISTRIBUTION UNIT DIRECTLY THE BOTTOM SHELF, INSTALL
(BY OTHERS)
THE CABINET MANUFACTURER.
.BELOW
THE POWER DISTRIBUTION UNIT ON BACK DOOR .RACK,'
5.
IF CABINET 15 INSTALLED IN EXISTING SIDEWALK OR ASPHALT
It
FURNISH AND INSTALL CATSE SURGE PROTECTOR AND GROUND TO
PAVEMENT, THE CABINET FOUNDATION SHALL EXTEND 18" BELOW
POWER INJECTOR
FINISHED GRADE AND THE FULL CABINET PAD IS NOT REOUIRED:
~
1.2.
FURNISH . AND INSTALL 19—INCH RACK MOUNTED UPS ,UNIT AND -
6.
(BY OTHERS)
BATTERIES. HARDWIRE UPS UNIT TO BREAKER IN THE CABINET. AND
. ,....
cars
CABINET PAD SHALL NOT BE CONSTRUCTED ON THE SIDE OF
HARDWIRE THE POWER DISTRIBUTION UNIT TO THE UPS UNIT.
CABINET ABUTTING THE SIDEWALK.
9- � 1
4 Qpt:64id61.
UPS
_-
CATSE SURGE
UPS BATTERY
PROTECTOR
r7l
FIBER CABLE(S)
--
FRONT VIEW
BACK VIEWr
FLUORESCENT LAMP WITH
AUTOMATIC DOOR SWITCH
35'
!
RAPIDRIDE ITS. CABINET EQUIPMENT LAYOUT
LANDSCAPE
tv t
NOT TO SCALE
DRAIN TUBE
NOTES:
1
I .
INSTALL A 336A CABINET ON THE.NEW FOUNDATION. THE FRONT
?,
SEAL CABINET TO - FOUNDATION WITH GRAY OR CLEAR SILTCiON,
ARE TO CENTER SEE NOTE 6 CABINET PAD
OF CONDUIT.
DOOR OF THE CABINET SHALE: BE• ORIENTED AS SHOWN ON THE
RAPIDRIDE CABINET PAD (TYPICAL)
TO PREVENT MOISTURE FROM ENTERING THE CABINEL
PLAN VIEW SHOWN NOT TO SCALE
PLANS. SEE PLAN SHEETS AND APPENDIX A OF THE
I'1 DEFER TO THE EQUIPMENT DETAILS ON SHEET 92 FOR THE EQUIPMENT
.TO BE FURN15HED AND INSTALLED IN EACH CABINET. SOME CABINETS :-
SPECIFICATIONS FOR RAPIDRIDE CABINET' LOCATION.
8.
- FURNISH AND INSTALL PRE — TERMINATED FIBER PATCH PANELS
REQUIRE A CAT5E SURGE PROTECTOR OR POWER- INJECTOR.
14. AT LOCATIONS WITH AN ANTENNA FURNISWAND INSTALL CAT5E SURGE
PROTECTOR AND, GROUND TCL. GROUND BAR IN. CABINET. PULL CAT5E
SPLICED AS DESCRIBED IN THE SPLICE DETAILS, THE FIBER-" =
2.
THE CABINET FOUNDATION SHALL BE CLASS 3004 CONCRETE.
SECURE CABLE,WIFH VELCRO FASTENERS AND TERMINATE_CASLE INTO
CABLES.SHALL BE SECURELY FASTENED IN THE CABINET. VELCRO
THE CAT5E SURGE PROTECTOR.
15: THE CONTRACTOR SHALL PULL THE I'2PR AND IPR CABLES FROM THE
FASTENERS SHALL PREVENT STRESS FROM BEING PUT ON',THE
3.
INSTALL #A REBAR AT THE CORNERS OF THE CABINET
•SIGNAL C
FIBER TERMINATION PANEL IF THE FIBER CABLE IS PULLED BY
.12PR`AND 1
FOUNDATION, THE REBAR SHALL- EXTEND- 12' INTO THE CABINET
CONTROLLER CABINET ACCORDING TO THE WIRING DIAGRAMS PROVIDED
HAND, MAINTAIN BEND RADIUS - REOUIREMENTS., .
BY KING. COUNTY. SECURE THE 12PR AND IPR CABLES IN THE
PAO IF ONE IS INCLUDED, THE R£13AR IS NOT REOUIRED FOR
CABINETS WITH VELCRO FASTENERS.
CONTRACTOR SHALL. FIELD VERIFY
CABINETS INSTALLED INTO EXISTING SIDEWALK OR ASPHALT
9"
. FURNISH ADJUSTABLE SHELVES AND -- INSTALL AT HEIGHT INDICATED:
PROTECT EXISTING UTILITIES DURING b
PAVEMENT,
CONSTRUCTION, CONTACT KING ,
,,,,,.ig,
COUNTY METRO? IF DISCREPANCIES �
��� SUBMITTAL
10..
FURNISH AND INSTALL 19 —INCH -RACK MOUNTED POWER
4
ANCHOR BOLTS AND DATA FOR SPACING SHALL BE SUPPUEO BY
DISTRIBUTION UNIT DIRECTLY THE BOTTOM SHELF, INSTALL
THE CABINET MANUFACTURER.
.BELOW
THE POWER DISTRIBUTION UNIT ON BACK DOOR .RACK,'
5.
IF CABINET 15 INSTALLED IN EXISTING SIDEWALK OR ASPHALT
It
FURNISH AND INSTALL CATSE SURGE PROTECTOR AND GROUND TO
PAVEMENT, THE CABINET FOUNDATION SHALL EXTEND 18" BELOW
GROUND BAR-.IN CABINET.
FINISHED GRADE AND THE FULL CABINET PAD IS NOT REOUIRED:
1.2.
FURNISH . AND INSTALL 19—INCH RACK MOUNTED UPS ,UNIT AND -
6.
IF CABINET INSTALLED AT BACK OF EXISTING SIDEWALK, THE
BATTERIES. HARDWIRE UPS UNIT TO BREAKER IN THE CABINET. AND
CABINET PAD SHALL NOT BE CONSTRUCTED ON THE SIDE OF
HARDWIRE THE POWER DISTRIBUTION UNIT TO THE UPS UNIT.
CABINET ABUTTING THE SIDEWALK.
!
t
LANDSCAPE
tv t
DRAIN TUBE
1
_ L — — _ — — — ,.._ — — — — - SEE NOTES 2 AID 5 C
CONDUIT,
MEAS'UR'EMENTS
ARE TO CENTER SEE NOTE 6 CABINET PAD
OF CONDUIT.
RAPIDRIDE ITS CABINET D,ETAI( �� R
RAPIDRIDE CABINET PAD (TYPICAL)
SIDE VIEW SHOWN — NOT TO SCALE- � P
PLAN VIEW SHOWN NOT TO SCALE
I
I'1 DEFER TO THE EQUIPMENT DETAILS ON SHEET 92 FOR THE EQUIPMENT
.TO BE FURN15HED AND INSTALLED IN EACH CABINET. SOME CABINETS :-
MAY NOT INCLUDE ALL EQUIPMENT SHOWN IN THE TYPICAL RAPIDRIDE,
PI'S CABINET LAYOUT. INTERSECTIONS WITHOUT AN ANTENNA WILL NOT
REQUIRE A CAT5E SURGE PROTECTOR OR POWER- INJECTOR.
14. AT LOCATIONS WITH AN ANTENNA FURNISWAND INSTALL CAT5E SURGE
PROTECTOR AND, GROUND TCL. GROUND BAR IN. CABINET. PULL CAT5E
CABLE FROM WIRELESS ACCESS POINT INTO RAPIDRIDE CABINET.
SECURE CABLE,WIFH VELCRO FASTENERS AND TERMINATE_CASLE INTO
THE CAT5E SURGE PROTECTOR.
15: THE CONTRACTOR SHALL PULL THE I'2PR AND IPR CABLES FROM THE
TRAFFIC •
•SIGNAL C
.12PR`AND 1
CONTROLLER CABINET ACCORDING TO THE WIRING DIAGRAMS PROVIDED
BY KING. COUNTY. SECURE THE 12PR AND IPR CABLES IN THE
CABINETS WITH VELCRO FASTENERS.
CONTRACTOR SHALL. FIELD VERIFY
Call
EXISTING CONDITIONS, LOCATE, & C
PROTECT EXISTING UTILITIES DURING b
before you
CONSTRUCTION, CONTACT KING ,
,,,,,.ig,
COUNTY METRO? IF DISCREPANCIES �
��� SUBMITTAL
ARE QU D. 1 =$00- 424 -55
. ' - UL<SeAdR+7UN0 SEANCE IVbi.)
.__. - OE54GNC6: 7RWiCi MNRN.at;ER;... SCALE - GATE:
"S S A ate
LJiSSr�J't�'IS METRO TRANSIT DIVISION 5/2/92
TRANSPORTATION SOLUTIONS DRAW APPR APPROVED: 5"E tOCATIbN Np: s F LINE RAPIORIi3E
IT
` _ C}ti:CUEtY. tDK ND- ONE INCH AT +...J -3 6 RAPIDRIDE A i I it 1� I D E ITS
S :11F FuL1 SIZE King Gourdty CABINET D ETA I L.S _ ; Departmentot a a �ifatEltucU:....__._. CGNTaAC� N{E. .61
Nu. RES�SION HY APi >'O DATE St`ALE ACCORDINGLY
Tf8i1Sp9CiatiQln 1:,§rj
August 8, 2012
Darci Morris
Project Manager
ICON Materials
1508 Valentine Ave SE
Pacific, WA 98047
City of Renton Contract: CAG 12 -021
Project: South Lake Washington Roadway Improvements (Garden Avenue Widening)
Serial Letter No.: 237 -005
Subject: F -Line Change Proposal
Dear Darci,
We have reviewed the F -Line change as it is requested by the City of Renton.
I would like to point out that we have already installed the conduit for the controller and service at the
intersection of Park/Lake WA Blvd. With that being said, this change is a little more difficult as we will
have to re- excavate the area and install the new conduit systems. This change will also require additional
forming, placing concrete and supports for the additional foundation and pad portion.
Our lump sum price including use taxes is set at $7,672.81 for the additional work associated with F -Line
Rapid Ride Controller.
I would request that four days be added to the contract to cover this additional work.
This proposal is based solely on the usual cost elements such as labor, material, and normal markups and
does not include any amount for changes in the sequence of work, delays, disruptions, rescheduling,
extended overhead, acceleration and/or impact costs. We reserve the right to make claim for any and all
of these related items of cost prior to any final settlement of this contract.
We await your written direction to perform this work.
If you have any questions, please feel free to contact me at your earliest convenience.
Sincerely,
Transportation Systems, Inc
S" r aee
Bryson Huie, P.E.
Transportation Systems, Inc 3218 142nd Ave E, Sumner, WA 98390
Phone (206) 259 -9804• Fax (253) 863 -9626
Washington & Oregon Licensed
General Contractor ID# TRANSSI923BP - Electrical Contractor ID# TRANSSI927NO - UBI# 602- 726 -209
An Equal Opportunity Employer - Transportation Systems, Inc. is committed to equal opportunity in all areas of employment and does not discriminate against
any individual on the basis of race, color, religion, sex, age, national origin, marital status, handicap, or any other legally protected characteristic.
TRANSPORTATION SYSTEMS, Inc
CHANGE REQUEST
PROJECT NAME : South Lake Washington Roadway Improvements
TRANSPORTATION SYSTEMS #: 223
REQUEST FOR CHANGE : 001
DATE: 8/8/2012
RFP #: F -Line ITS Plan Change
UNIT DESCRIPTION LABOR MATERIAL EQUIPMENT SUBCONTRACTOR
UNIT TOTAL UNIT TOTAL UNIT TOTAL UNIT TOTAL
1 Additional Controller Foundation /Pad for Rapid Ride Cabinet
8.00
8.00 $
400.00 $
400.00
1 Redig Conduit to Pad/TA25 /Service/Type2 Jbox to NW Corner Signal Pole
20.00
20.00 $
25.00 $
25.00
1 Re- Excavate for Rapid Ride Foundation & Trenching to Jbox, TA25 Ect...
8.00
8.00 $
25.00 $
25.00
1 Additional Forming for RR Additional Cabinet Foundation & Support
8.00
8.00 $
125.00 $
125.00
150 2 inch PVC Sch 40 PVC & Fittings & Bell Ends
0.04
6.00 $
1.65 $
247.50
100 #6 XHHW Wire for Power to RR Cabinet
0.01
0.50 $
0.75 $
75.00
50 #6 XHHW Wire for Ground to RR Cabinet
0.01
0.40 $
0.75 $
37.50
1 Additional Rebar
1.00
1.00 $
32.00 $
32.00
0.00
$
-
0.00
$
0.00
$
-
1 Enviromental Disposal Fee
$
45.00 $
45.00
6 Backhoe / Mini Excavator
0.03
0.18
$
-
32 Service Truck
0.03
0.8
0
52.88
$
1,012.00
HOURS MULTIPLIED BY BURDENED RATE
$71.00
$3,754.48
MARK UP APPLIED TO LABOR
29.00%
$1,088.80
TOTAL MATERIAL
$1,012.00
UARK UP APPLIED TO MATERIAL
21.00%
$212.52
.AL EQUIPMENT
$1,246.00
MARK UP APPLIED TO EQUIPMENT
21.00%
$261.66
TOTAL SUBCONTRACTOR
$0.00
MARK UP APPLIED TO SUBCONTRACTOR
7.00%
$0.00
SUB TOTAL
$7,575.46
USE TAX APPLIED TO MATERIAL & EQUIPMENT Al
9.60%
$97.15
Sub -TOTAL OF CHANGE REQUEST
$7,672.61
$ 37.00 $ 222.00
$ 32.00 $ 1,024.00
$ 1,246.00 $
. Quote is good for 15 days
'This proposal is based solely on the usual cost elements such as labor, material
and 'normal markups and does not include any amount for changes in the sequence
of work, delays, disruptions, rescheduling, extended overhead, acceleration and /or
impact costs, and the right is expressly reserved to make claim for any and all of these
related items of cost prior to any final settlement of this contract.