HomeMy WebLinkAboutCO 10ChangeOrderNo.10ContractTitle:DuvatiAvenueNEContractor:ContractNo.:FederalAidNo.:ReedTrucking&ExcavatingInc.CAG-20-065N/AOrderedbyEngineeri:iProposedbytheContractor(VECP)CUnilateralSuretyfGret&iiaii5%costand/or20%DateEndorsedBy:ContractorDateExecutedBy:ChangeOrderNo.ContractTitle:ContractNo.AmountOriginalContract:260$5,218,171.95CurrentContract:$5,330,647.50262NetChangeThisOrder:$2,500.000NewContract:$5,333,147.50262WorkingDays‘PreparedBy:z144hzEnginercityofRenJTransp:rtaton7öa(eDesignManager)ConsentBy:N/A---DateReviewedBy:::i:.2::3/21/22EngineerofRecordDateReviewedBy:3/22/2022.fRentonProjectManagerDateReviewedBy:CityAttorneyDate10CityofRentonPublicWorksDateAdministrator/MayorDuvallAvenueNECAG-20-065Pagelof34/11/2022 | 7:30 PM PDTCAG-20-065, Adden 10-22(approved via email by Cheryl Beyer)3/22/2022
THE CONTRACT IS MODIFIED AS FOLLOWS:
Description of Change:
•Add the following unit price item to the contract:
o Unit Price Item No. 10-A106 RELOCATE L12 FOUNDATION FORM
Quantity= 1 FA, Force Account Estimate = $2,500
As required in FWD No 10 -Relocate Street Light L12 (Bid Item ABS) from Sta 906+10.3,
47.8' RT to Sta 899+55, 39.5' RT per plan revisions to Drawings No. CHS, E2, E9 and Ell.
Relocate street sign at Sta 906+ 10 RT to a new post. Relocate the foundation form that
was installed at Sta 906+10.3 RT
Add the following Special Provisions to the contract:
8-20.5 Payment
(*****)
This Section is supplemented with the following:
"RELOCATE L12 FOUNDATION FORM", by force account.
All costs of excavation of the street light L12 foundation form that was installed at Sta
906+ 10.3 RT, backfilling the void, relocating or furnishing and installing a new street
light form for L12 at Sta 899+55, 39.5' RT will be paid by force account as specified in
Section 1-09.6. The Contracting Agency has estimated the amount of force account for
RELOCATE L12 FOUNDATION FORM.
Reason for Change:
The Renton School District will be installing a new traffic signal with luminaire at the SE corner
of Duvall Ave NE and NE 9 th Street, where street light L12 is shown on the plans. The City
would like PSE/lntolight to remove an existing street light at the SE corner of Duvall Ave NE and
NE 9 th Street that is currently fed by overhead power. The overhead power is being
undergrounded as part of this contract. The street light L12 can be added to the SE corner of
Duvall Ave NE and NE 9 th Street in its place.
Materials:
No changes.
Change Order No.
Contract Title:
Contract No.
10
Duvall Avenue NE
CAG-20-065
Page 2 of 3
Plans:
Plan revisions to Drawings No. CHS, E2, E9 and Ell.
Adjustment:
This Change Order includes changes as defined in 1-04.4. Specifically, the altering of the
specifications and plans (i.e. the relocation of street light L12 from one corner to
another corner, and relocation of the street light form for L12). The adjustment shall be
calculated by force account for the new item for RELOCATE L12 FOUNDATION FORM.
The estimated cumulative cost of these changes is $2,500.
The equitable adjustment determination is attached.
Extension of Time:
The Time for Completion is extended O Working Days.
Equitable Adjustment:
This Change Order does not include an equitable adjustment in the new force account
item as follows, per Section 1-09.4 of the 2021 WSDOT/APWA Standard Specifications.
o Force Account It em 10-A106 RELOCATE L12 FOUNDATION FORM, per force
account.
See the attached Equitable Adjustment Determination.
Sections 1-04.4 and 1-04.5 of the 2021 WSDOT/APWA Standard Specifications shall govern
this Change Order. The Work of the referenced Contract is modified to include the changes
detailed herein. The payment provided for herein shall constitute the complete and final
settlement for all costs of labor, equipment, materials, overhead, profit, permit fees, and all
other claims that may be made by the Contractor as a result of this change.
Attachments:
Forms to be attached to Change Order
� Plans
� Equitable Adjustment Determination
Change Order No.
Contract Title:
Contract No.
10
Duvall Avenue NE
CAG-20-065
Page 3 of 3
Equitable Adjustment Determination -CO No 10
Project Name: Duvall Avenue NE
Contractor: Reed Trucking & Excavating Inc.
Contract No: CAG 20-065
Construction Manager: Tani Stafford, PE
New Contract Item Cost
New
Contract Quantity
Item No. Description Change Unit
10-Al0G Relocate L12 Foundation Form 1 FA
New Contract Item Estimated Cost
ESTIMATED CHANGE O�DER COST
By: Tani Stafford
Date: 3/17/22
Unit Price
$2,500.00
Total
$2,500.00
$2,500.00
$2,500.00
:::. Q_
u, u,
\ ON RED" SIGNS TO REMAIN
1-w w ex:: IV)
\
f_
EXISTING YEILD AND "STOP HERE
'' ....... -,... __ -__ -__ -_-__ -__ -__ -__ -_-__ --------:;;------=------r--+--.::"'-----t-----.,---�----�
w z
-+--
STA 50+86, 32.S'LT 0
51+00 -+-
CHANNELIZATION NOTES: 0 --=---===---= INSTALL RPM DOUBLE CENTER LINE,
PER WSDOT STD PLAN M-20.50-02 0 ==-------=-== INSTALL RPM TWO-WAY LEFT TURN
CENTERLINE, PER WSDOT STD PLAN
M-20.50-02 0 -----INSTALL RPM WIDE LANE LINE, PER
WSDOT STD PLAN M-20.50-02 0-0-
-INSTALL RPM LANE LINE, PER WSDOT
STD PLAN M-20.50-02
-INSTALL RPM DOTTED LANE LINE, PER
WSDOT STD PLAN M-20.50-02 0 -----INSTALL MMA WHITE WIDE EDGE LINE
PER WSDOT STD PLAN M-20.10-03
0 �,.THERMAL PLASTIC TRAFFIC ARROWS,
PER CITY OF RENTON STD PLAN 109
AND WSDOT STD PLAN M-24.40-02
0 INSTALL THERMAL PLASTIC TWO-WAY Jr LEFT TURN ARROWS, PER CITY OF
RENTON STD PLAN 109 AND WSDOT
STD PLAN M-24.40-02
0 INSTALL WHITE THERMmLASTIC
+--8 BICYCLE LANE SYMBOL PER WSDOT
STD PLAN M-9.50-02
@ INSTALL 18" THERMAL PLASTIC STOP
LINE, PER CITY OF RENTON STD PLAN
SP 128
@ 11 11 11 11 INSTALL THERMAL PLASTIC
CROSSWALK LINES PER CITY OF
RENTON STD PLAN 127
@ INSTALL WHITE THERMAL PLASTIC
TRAFFIC ARROW TYPE lS, PER WSDOT
STD PLAN M-24.40-02
@ INSTALL MMA DOUBLE YELLOW
CENTER LINE, PER WSDOT STD PLAN
M-20.10-03 @---INSTALL MMA WHITE LANE LINE PER
WSDOT STD PLAN M-20.10-03
DUVALL AVENUE NE
52+00
PLAN � ------iz SCALE IN FEET
0 20
GENERAL SIGN NOTES:
40
1.ALL NEW AND RELOCATED SIGNS SHALL BE INSTALLED PER CITY OF RENTON STD PLAN 129.
2.MINIMUM 7 FT CLEARANCE FROM FINISHED GRADE TO BOTTOM OF LOWEST SIGN.
3.WHEN MULTIPLE EXISTING SIGNS ARE RELOCATED, SIGNS SHALL BE INSTALLED IN SAME CONFIGURATION AT NEW LOCATION.
4.RELOCATED SIGNS ON EXISTING WOOD POSTS SHALL BEINSTALLED ON NEW METAL POSTS.
5.RELOCATED SIGNS ON NEW LIGHT POLES SHALL BE PER POLE LOCATIONS SHOWN ON ELECTRICAL PLANS.
6. ALL SIGNS SHALL BE ORIENTED TOWARDS ONCOMING TRAFFIC PER CITY OF RENTON STD PLAN 129.
7. SEE SHEET CHS FOR SIGN SCHEDULE.
8.SEE COR STD PLAN 109 FOR PAVEMENT MARKING MATERIALS.
SIGN LEGEND:
� REMOVE AND SALVAGE EXISTING SIGN CD INSTALL NEW SIGN ON POST
� RELOCATE EXISTING SIGN TO NEW POST
EXISTING SIGN
I-NEW SIGN
-fcJE FLASHING BEACON SIGN (SEE E SHEETS)
�I RADAR SPEED SIGN (SEE E SHEETS)
DUVALL AVE NE
� � 0 ,,of_af!. � COST: $X,XXX,XXX FUNDING SOURCES: LOCAL CITY FUNDS WA SHINGTON STATE DEPARTMENT OF ECOLOGY STORMWATER GRANT
ENGINEER: PARAMETRIX PUYALLUP, WASHINGTON FOR INFORMATION PLEASE CONTACT CITY OF RENTON -(425)430-6501 CONTRACTOR: XX XX XX
DETAIL NOTES:
1. HEADING IN 1.5" TEXT. All OTHER LEGEND IN 1" TEXT.
2. COLORS:
LEGEND -BLUE (NON-REFLECTIVE}
BACKGROUND -WHITE (REFLECTIVE)
LOGO -CITY OF RENTON
3. SIGN SIZE IS 24" X 48".
CUSTOM DOE SIGN DETAIL(i)
CHS
SIGN #
X-1
X-2
X-3
S-1
S-2
R-1
R-2
SIGN #
X-4
X-5
S-3
S-4
S-5
5-6
R-3
R-4
R-5
R-6
R-7
R-8
EWALK 21.53"---l 4.24"
STA 52+44, 27.7'LT 0 .rri
DESIGNATION
R3-16A
Wll-2
R3-16A
OM3-L
OM3-L
Rl-1
Wll-2
DESIGNATION
Rl0-15
Rl0-15
OM3-L
OM3-L
Rl0-15 (MOD)
Rl0-15 (MOD)
51-1
W16-9P
S4-3P
R2-1
S4-4P
R2-1
S5-2
Rl-1
D3-1
D3-1
Rl0-6
D3-1
D3-1
53+00 -+-
DETAIL NOTES:
1. All LEGEND IN SERIES C 2000 (4") LETTERING.
2. COLORS:
LEGEND -BLACK (RETROREFLECTIVE)
BACKGROUND -WHITE (RETROREFLECTIVE)
3. SIGN SIZE IS 30" X 30".
CUSTOM BIKE SIGN DETAIL(i)
NO SCALE CHS
CHl SIGN SCHEDULE
COMMON NAME LOCATION OFFSET SIZE COMMENT
BIKE LANE ENDS 890+81 39.0' LT EX
PEDESTRIAN 894+22 34.0' RT EX CROSSING
BIKE LANE AHEAD 895+02 39,5' LT EX
OBJECT MARKER 895+13 0.0' RT 12" X 36" IN MEDIAN ON METAL POST
OBJECT MARKER 897+98 0.0' RT 12" X 36" IN MEDIAN ON METAL POST
STOP 891+78 46.4' RT EX
PEDESTRIAN 891+95 40.0' RT EX CROSSING
CH2 SIGN SCHEDULE
COMMON NAME LOCATION OFFSET SIZE COMMENT
TURNING VEHICLES YIELD TO 906+12 51.3' LT EX PEDESTRIANS
TURNING VEHICLES YIELD TO 906+55 64.0' RT EX PEDESTRIANS
OBJECT MARKER 902+18 0.0' RT 12" X 36" IN MEDIAN ON METAL POST
OBJECT MARKER 903+91 0.0' RT 12" X 36" IN MEDIAN ON METAL POST
TURNING VEHICLES MOUNT UNDER RELOCATED STOP FOR 906+12 51.3'LT 30" X30" STOP SIGN, SEE SIGN R-6 PEDESTRIANS
TURNING VEHICLES MOUNT UNDER EXISTING STOP FOR 906+55 64.0' RT 30" X 30" PEDESTRIANS STOP SIGN
SCHOOL CROSSING 901+90 39.5' RT EX BAND TO LIGHT POLE L07
AHEAD
SCHOOL
SPEED LIMIT 20 903+13 40.0' RT EX SOLAR FLASHER, SEE E
MPH SHEETS FOR RELOCATION
WHEN FLASHING
SPEED LIMIT 35 MPH 903+51 39.2' LT EX END SCHOOL ZONE
STOP
STREET NAME NE 10TH ST
STREET NAME DUVALL AVE NE
906+12 Sl.3' LT CUSTOM GUIDE EX MARTIN LUTHER KING SIGN BAPTIST CHURCH
STOP HERE ON EX/ � "V V V "V 906+00 41.7' RT RED I
STREET NAME I NE 10TH ST
906+10 48.6' RT EX(
STREET NAME ,> DUVALL AVE NE
�-A_A_
CH3 SIGN SCHEDULE
SIGN# DESIGNATION COMMON NAME LOCATION OFFSET SIZE COMMENT
S-7 OM3-L OBJECT MARKER 909+18 0.0' RT 12" X 36" IN MEDIAN ON METAL POST
S-8 OM3-L OBJECT MARKER 915+75 0.0' RT 12" X 36" IN MEDIAN ON METAL POST
51-1 SCHOOL CROSSING R-9 911+17 37.0' LT EX W16-9P AHEAD
R-10 S4-5 SCHOOL SPEED LIMIT 20 MPH 913+15 40.0' RT EX
S4-3P SCHOOL
R-11 R2-1 SPEED LIMIT 20 MPH 915+87 39.5' RT EX BAND TO LIGHT POLE L15
54-4P WHEN FLASHING
R-12 SS-2 END SCHOOL ZONE 916+59 37.0' LT EX
CH4 SIGN SCHEDULE
SIGN# DESIGNATION COMMON NAME LOCATION OFFSET SIZE COMMENT
X-6 R7-1 NO PARKING 918+08 42.5' LT EX
X-7 R7-1 NO PARKING 918+69 41.5' LT EX
X-8 Rl0-15 TURNING VEHICLES YIELD TO PEDESTRIANS 919+43 43.5' LT EX
X-9 Rl0-15 TURNING VEHICLES YIELD TO PEDESTRIANS 919+88 53.5' RT EX
X-10 R3-16A BIKE LANE BEGINS 900+62 39.5' LT EX
X-11 R3-16 BIKE LANE ENDS 900+62 40.0' RT EX
S-9 R9-3A NO PEDESTRIAN CROSSING 919+43 43.5' LT 12" X 18" ORIENT FACING EAST ON EXISTING POST
5-10 R10-15(MOD) TURNING VEHICLES STOP FOR PEDESTRIANS 919+43 43.5' LT 30" X 30" MOUNT UNDER EXISTING STOP SIGN
S-11 R9-3A NO PEDESTRIAN CROSSING 919+43 35.5' RT 12" X 18" ORIENT FACING WEST BAND TO LIGHT POLE L18
5-12 R10-15(MOD) TURNING VEHCILES STOP FOR PEDESTRIANS 919+88 53.5' RT 30" X 30" MOUNT UNDER EXISTING STOP SIGN
5-13 Rl-1 STOP 923+33 40.0' LT 30" X 30"
5-14 Rl-1 STOP 926+27 40.0' LT 30" X 30"
Sl-1 SCHOOL CROSSING R-13 918+26 39.5' RT EX BAND TO LIGHT POLE L17 W16-9P AHEAD
R-14 Rl0-6 STOP HERE ON RED 919+25 40.0' RT EX
D3-1 STREET NAME NE 12TH ST, MOUNT TO LIGHT POLE L18
R-15 D3-1 STREET NAME 919+42 35.5' RT EX DUVALL AVE NE, MOUNT TO LIGHT POLE L18
CUSTOM GUIDE SIGN DEAD END, MOUNT TO LIGHT POLE L18
51-1 SCHOOL CROSSING R-16 920+29 38.7' LT EX W16-7P DIAGONAL ARROW
R-17 Rl0-6 STOP HERE ON RED 920+39 38.5' LT EX
51-1 SCHOOL CROSSING R-18 921+76 39.5' LT EX BAND TO LIGHT POLE L20 W16-9P AHEAD
S4-3P SCHOOL
R-19 R2-1 SPEED LIMIT 20 MPH 922+91 39.5' LT EX SOLAR FLASHER, SEE E SHEETS FOR RELOCATION
S4-4P WHEN FLASHING
R-20 -RADAR SPEED SIGN EX SEE E SHEETS FOR RELOCATION
R-21 54-5 REDUCED SCHOOL SPEED LIMIT AHEAD 926+22 39.5' LT EX BAND TO LIGHT POLE L24
Sl-1 SCHOOL CROSSING R-22 927+22 40.04' LT EX BAND TO LIGHT POLE L25 W16-9P AHEAD
S-16 CUSTOM DOE DEPT. OF ECOLOGY GRANT INFORMATION 919+43 43.5' LT 24"x48" SEE DETAIL 2 THIS SHEET
CHS SIGN SCHEDULE
SIGN# DESIGNATION COMMON NAME LOCATION OFFSET SIZE COMMENT
5-15 CUSTOM BIKE BICYCLES MAY USE SIDEWALK 52+28 41.2' LT EX SEE DETAIL 1 THIS SHEET
R-23 R3-16A BIKE LANE ENDS 52+28 41.2' LT EX MOUNT ABOVE 5-5
SHEET NO. _fil_ OF ..1L_
� 0... co....., N
N N 0
U"l
i =! I U"l ....0 en r--r---:;;:
7 £ ? Cl Cl <(
1 0 w
Cl
U"l ....0 I enr--r---J ? i
D
..-f
UJ
G:j LU :::t:
V')
UJ
UJ
V')
ELECTRICAL LEGEND:
III l!".I [I JUNCTION BOXES (WSDOT TYPES 1, 2, 8)
� DECORATIVE ROADWAY POLE AND LUMINAIRE
STREET LIGHT •TYPE PS SIGNAL POLE
PEDESTRIAN PUSH BUTTON
SIGNAL POLE
� SIGNAL POLE W/ LUMINAIRE
PEDESTRIAN SIGNAL HEAD
___. VEHICLE SIGNAL HEAD
-a EMERGENCY PRE-EMPTION DETECTOR
IZl
Iii
CElil
� •
0
� 0
DUVALL AVENUE NE 901+00 902+00 - +-- ----- --+-- ----- ---+- -
$ 0 ...J w cc w w
V')
o' 0 +
90 t:l ____ , _________ m
'"================l;::
V') w z ::::i
:::t:
ELECTRICAL NOTES:
0
0
0
0
CONSTRUCT DECORATIVE LUMINAIRE, POLE AND
FOUNDATION. SEE LUMINAIRE SCHEDULE ON SHEET Ell
FOR MORE DETAILS.
INSTALL JUNCTION BOX WITH SLIP RESISTANT LID AT
FINISHED GRADE IN SIDEWALK.
INSTALL JUNCTION BOX WITH PAD AT APPROXIMATE
LOCATION SHOWN, PER COR STD PLAN 120.
REMOVE EXISTING JUNCTION BOX AND REPLACE WITH
JUNCTION BOX TYPE 2. REINSTALL CONDUIT AND WIRE
IN JUNCTION BOX. SEE WIRE SCHEDULE.
----���===:ilil;;;;;;========���======��===�=�==========I� �,,.==-=:::==--:=-=-=-=-==-=-===;.;;;;..;;;;..;;;;.;==;.;;;;.;;==..;;;;.;;;;..;;;;.;===-=-=�1&-----===-=-==-=-==-=-=,::::-=-==-=-==-===-=-==-==-=-==l �
0 0
0
INSTALL NEW CONDUIT INTO EXISTING JUNCTION BOX.
REMOVE EXISTING LIGHT STANDARD, FOUNDATION
AND ADJACENT JUNCTION BOX. SALVAGE LIGHT
STANDARD TO CITY.
EXISTING UTILITY POLE (PSE) AND LUMINAIRE TO
REMAIN.
CONTROLLER CABINET
SERVICE CABINET
SMALL CABLE VAULT
POWER POLE
FLASHING BEACON SIGN ASSEMBLY
RADAR SPEED SIGN
CONDUIT (SEE WIRE SCHEDULE)
POLE IDENTIFIER
CONDUIT/WIRE NOTE
SEE WIRE SCHEDULE ON SHEET Ell
ELECTRICAL NOTE
PLAN
SCALE IN FEET
0 20
PLAN
SCALE IN FEET
0 20
40
40
GENERAL NOTES:
@ EXISTING LUMINAIRE POLE (CITY) TO REMAIN.
f2,.. CONNECT NEW LIGHTING (CIRCUIT LTGl) IN EXISTING
\;;::/ SERVICE CABINET.
REMOVE EXISTING SOLAR POWERED FLASHING BEACON
ASSEMBLY AND FOUNDATION. CONSTRUCT NEW
FOUNDATION PER WSDOT STD PLAN J-21.10-04 WITH
MODIFIED BOLT PATTERN TO MATCH EXISTING POLE
AND REINSTALL SOLAR POWERED FLASHING BEACON
ASSEMBLY AT LOCATION SHOWN.
PROVIDE TWO, 12 COUNT PATCH PANELS AND
ETHERNET SWITCH FOR INSTALLATION IN EXISTING
CONTROLLER CABINET. SPLICE FIBER 1-12 OF THE BLUE
TUBE AND FIBER 13-24 OF THE ORANGE TUBE AND
INSTALL IN PATCH PANELS. COORDINATE WORK WITH
CITY.
SPLICE NEW STREET LIGHT WIRING TO EXISTING
ILLUMINATION WIRING IN EXISTING JUNCTION BOX .
REMOVE EXISTING LIGHT STANDARD AND FOUNDATION.
SALVAGE LIGHT STANDARD TO CITY.
1. THE LOCATION OF CONDUIT AND JUNCTION BOXES ARE SHOWN SCHEMATICALLY. FINAL LOCATIONS
SHALL BE VERIFIED BY THE ENGINEER IN THE FIELD.
2. UTILITY LOCATION PRIOR TO CONSTRUCTION SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR.
CONFLICTS SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER FOR RESOLUTION .
3. ALL CONDUCTORS FOR SIGNAL HEADS, PEDESTRIAN HEADS, PUSH BUTTONS AND STREET LIGHTS SHALL BE
LABELED IN EACH JUNCTION BOX.
4. SIGNAL POLES AND FOUNDATIONS SHALL BE EQUIPPED WITH IDENTIFICATION TAGS PER STD PLAN 139.
5. FOR SIGNAL SYSTEM COORDINATION WITH THE CITY OF RENTON, CONTRACTOR SHALL CALL CITY
TRANSPORTATION MAINTENANCE DEPARTMENT SUPERVISOR ERIC CUTSHALL AT (425) 430-7423.
6. SEE COR STD PLAN 135 FOR ADDITIONAL ELECTRICAL NOTES.
j
�u
11'!1=�-r-LI-G-HT,_S __ T_A -ND-A"'"R""'D"'"R""."EM_O_V_A _L-A N"'"D"'"R"".'E ... L-OC_A,..T--IO ... N----------rM"'"E"'"K-r-"""T���--�::,ol��tr.:----,r--SU_R_V-EY _ED_: ____ _, _______________________ �----------------r-----------------------------r-------E-2---1
-DRAWN BY: �M=E=K__ CITY OF RENTON DUVALL AVE NE DRAWING NO.
-� -------------------------------....CONFORMED SET PUBLIC WORKS DEPARTM ENT PROJECTNO.
3/15/2022
� 1------tl------------------------+----t-----t----t DESIGN BY: �M=E=K__ TRANSPORTATION DIVISION FED AID NO. &l l------ti------------------------+----t-----t----t CHECK BY: �c=s___ APPROVEDFOR CONSTRUCTION ELECTRICAL PLAN DATE: _H!Ll!!ll_ 5:-1----+---------------------+---+---+------1 PROJ MGR: �C=M�C --STA 898+50 TO STA 908+00
:=i NUM BER REVISION DESCRIPTION BY APP. DATE FILE: PU2141779045-IL.dwg BY:________ DATE:___ SHEET 2 OF 11 SHEET NO. __&2_ OF --2i..._
:::. 0... .... D N N N -....... Lf"l
ci w �TLf"l ....D O"l r-r--:;:;: ;;::;
? � 9-Cl Cl <t: > en O"l
en .b 0 w
Cl Lf"l .... 0 I O"lr-r--
I ....
Q) a:::
I O"lr-r--
"o' _,/ 0 en
TOP OF FOUNDATION SHAFT SEE TABLE 2 FOR ELEVATION
WALL SEE WDl
SIDEWALK
' /
""...................... / ---/
EXISTING GRADE VARIES 1
/
r
BOTTOM OF FOUNDATION SHAFT • SEE TABLE 2 FOR ELEVATION
7
. . I'.., •
DETAIL CD 1"=2'
SOIL OR LANDSCAPING FEATURE SEE LS SHEETS 4'-0" MIN {SEE PLANS) r
SIDEWALK
rnSTING GRADE VARIES]-�
1.1'1 LU ..-< ci2 LU <( _, >"" I-<( ::c: I� LU _LU LU V1 ::c:
.,,---
l'i. SHAFT ,7I TOP OF RECTANGULAR SECTION SEE TABLE 1 FOR ELEVATION
TOP OF CIRCULAR SECTION SEE TABLE 1 FOR ELEVATION
OPTIONAL CONSTRUCTION JOINT
BOTTOM OF SHAFT SEE TABLE 2 FOR ELEVATION
DETAIL 1"=2'
FINISHED GRADE SOIL OR LANDSCAPING FEATURE SEE LS SHEETS
cu
4'-0" MIN {SEE PLANS)
SIDEWALK
r· SHAFT ----
� '�-----1 .,,.....-7 TOP OF SHAFT SEE TABLEZ FOR ELEVA TIDN
VARIES
-----/
EXISTING GRADE VARIES ;-
j4
� : I
• ➔
4'-0" MIN (SEE PLANS)
SIDEWALK
¾" PREMOLDED JOINT FILLER
RECTANGULAR SECTION
CIRCULAR SECTION BEYOND --
SOIL OR LANDSCAPIN FEATURE SEE LS SHEE G TS
l'i. SHAFT
TABLE 1. HEIGHT OF RECTANGULAR SECTIONS
ELEVATION AT TOP OF HEIGHT OF LIGHT ELEVATION AT TOP OF RECTANGULAR RECTANGULAR POLE CIRCULAR SECTION SECTION SECTION L04 431.89 428.91 3'-0" LOS 432.70 430.67 2'-0" LOS 437.70 434.62 3'-0" Ll O 437.71 435.68 2'-0"
TABLE 2. FOUNDATION SHAFT ELEVATION AND SIDEWALK COORDINATION
LIGHT POLE TOP OF SHAFT BOTTOM OF SHAFT COMMENT(SJ
LOl 425.16 420.16 SEE DETAIL4 L02 426.53 421.53 SEE DETAIL3 L0 3 431.41 422.01 SEE DETAILl L04 431.89 423.92 SEE DETAIL2 LOS 432.70 425.68 SEE DETAIL2 LOG 433.64 428.64 SEE DETAIL3 L0 7 434.28 429.28 SEE DETAIL4 LOS 437.70 432.70 SEE DETAIL2 L09 438.67 430.10 SEE DETAILl Ll O 437.71 430.67 SEE DETAIL2 Ll l / V 4'39.79 V .., .., V 43'1.49" V t\ SEE DETAIL4 L1 2 433.31 428.31 ') SEE DETAIL3 L1 3 . 433.96 • . . A 4�.lJ. j SEE DETAILl L1 4 431.74 422.82 SEE DETAIL 1 L1 5 430.94 420.44 SEE DETAILl L1 6 427.47 417.90 SEE DETAILl L1 7 425.21 415.35 SEE DETAIL 1 L1 8 419.08 414.08 SEE DETAIL4 L1 9 416.19 411.19 SEE DETAIL3 L2 0 414.21 409.21 SEE DETAIL3 L21 411.93 406.93 SEE DETAILl L22 410.64 403.68 SEE DETAIL3 L23 406.83 401.83 SEE DETAIL3 L24 40 S.47 400.47 SEE DETAIL3 L2 5 405.28 400.28 SEE DETAIL3 NOTES:
1.SEE LUMINAIRE SCHEDULE, SHEET Ell FOR LIGHT POLE STATION AND OFFSET.
2.BOTTOM OF SHAFT ELEVATIONS ARE BASED ON A 5' MIN. LENGTH. SEE SHEET El l.
3. FOR LIGHT POLE FOUNDATION AND LIGHT POLE BASE CONNECTION DETAILS, SEE CITY OF RENTON STANDARD PLAN 117.1 , DATED 5/19/15 (NOT CURRENT VERSION-SEE DETAIL SHEET IN APPENDIX IN SPECIAL PROVISIONS) ..
I r EP ,7 .,,r� TOP OF SHAFT SOIL OR LANDSCAPING FEATURE SEE LS SHEETS
BOTTOM OF SHAFT SEE TABLE 2 FOR ELEVATION
DETAIL 1"=2'
LUMINAIRE CONCRETE PAD PER CITY OF RENTON STANDARD PLAN 120.
-------------.,,
----�---7'"'"--/---t-. J 4 ' ./ ,...... .,,,,.,,.,,.,,
EXISTING GRADE VARIES J �
SEE TABLE 2 FOR ELEVATION
BOTTOM OF SHAFT SEE TABLE 2 FOR ELEVATION
DETAIL Cu
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CONFORMED SET PUBLIC WORKS DEPARTMENT TRANSPORTATION DIVISION
APPROVED FOR CONSTRUCTION
BY: _______ _ DATE: __ _
LIGHT POLE FOUNDATION & SIDEWALK DETAILS
SHEET 9 OF 10
PROJECT NO. ill.lIZ2lM.S
FED AID NO.
DATE: ..£.E..!Ll!lll.
SHEET NO. ....J.§_ OF .J!!....
N N 0
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RUN NO CONDUIT VEH PED TYPE HEAD HEAD & 5C 5C
0 2"
1 2"
2 2"
3 2"
4 2"
5 2"
6 EX2"
7 EX3"
8 EX2"
9 EX2"
10 2"
11 EX4"
12 EX2" 2
13 EX2" 1
14 EX2" 2 1
15 2" 2 2
16 2" 2
17 3" 4 2
18 EX3"
19 2"
20 EX2"
21 EX2"
22 2· 1
23 EX 2"
24 2"
25 2"
WIRE SCHEDULE NOTES:
PPB
2C/S
1
1
2
2
1
EVP
3C/S SVC SC354
EX CIRCUIT
2X#8
1
1
2X#8
WIRE SCHEDULE
ILLUMINATION
SVC SC122 SVC SC066
CIRCUIT L TG1 CIRCUIT A CIRCUITS
2X#8
2X#8
2X#8
2X#8 2X#8
2X#8
2X#8
2X#8
2X#8 2X#8
FLASHING FIBER SERVICE BEACON POV\/ER �7-2-
SMFO
3 X #2
1
2X#8
2X#8
(1) EXISTING CONDUIT MAY CONTAIN WIRES TO REMAIN. SIZES AND QUANTITIES UNKNOWN. (2) ALL CONDUIT CONTAINING WIRE SHALL INCLUDE A #8 GROUND WIRE NOT SHOWN IN THE SCHEDULE.
SIGNAL POV\/ER
2X#8
(3) ALL CONDUIT SHALL BE SCHEDULE 40 PVC APART FROM STREET CROSSINGS, WHICH SHALL BE SCHEDULE 80 PVC.
(4) COORDINATE POWER CONNECTION TO SERVICE WITH PUGET SOUND ENERGY.
SPARE NOTES
I NCL EX 24CT & 36CT SMFO
(1)
INCL. EX 24CT & 36CT SMFO
(4)
1
INCL. EX 24CT & 36CT SMFO
LUMINAIRE SCHEDULE
POLE# POLE ID
NUMBER €)
LOl
L02
L03
L04
LOS
LOG
L07
LOS
L09
LlO
Lll
L12
Ll3
L14
L15
L16
L17
L18
L19
L20
L21
L22
L23
L24
L25
SERVICE CIRCUIT STATION OFFSET
SC122 LTGl
SC122 LTGl
SC122 LTGl
SC122 LTGl
SC122 LTGl
SC122 LTGl
SC122 LTGl
SC122 LTG1
SC354 EX
892+41.0 39.5' RT
893+61.1 40.5' RT
894+61.6 41.0' RT
896+02.4 39.5' RT
897+23.7 39.5' RT
900+44.8 39.8' RT
901+90.3 39.5' RT
903+27.6 39.5' RT
904+16.2 40.1' LT
SC122 LTGl 904+91.4 39.5' RT
SC35f rv tX " rv90"3'+61$'.6
SCl� LTGl 899+55.0 39.5' RT
SC066 B
SC066 B
SC066 B
SC066 B
SC066 B
SC066 B
SC066 B
SC066
SC066 B
SC066
5(066 B
SC066
914+66.7 39.5' RT
915+86.9 39.5' RT
917+06.8 39.5' RT
918+25.9 39.S' RT
919+43.1 35.7' RT
920+81.3 39.5' LT
921+74.9 39.5' LT
922+79.8 39.5' LT
924+00.l 39.5' LT
925+17.1 39.5' LT
926+21.2 39.5' LT
927+21.7 39.9' LT
POLE AND FIXTURE
LED ROAD/120W/TYPE 3
LED ROAD/120W/TYPE 3
LED ROAD/120W/TYPE 3
LED ROAD/120W/TYPE 3
LED ROAD/120W/TYPE 3
LED ROAD/120W/TYPE 3
LED ROAD/120W/TYPE 3
LED ROAD/120W/TYPE 3
LED ROAD/120W/TYPE 3
LED ROAD/120W/TYPE 3
'f-ED ROAD/120W/TYPE 3
!JD ROAD/120W/TYPE 3
AED ROAD/120W/TYPE 3
LED ROAD/120W/TYPE 3
LED ROAD/120W/TYPE 3
LED ROAD/120W/TYPE 3
LED ROAD/120W/TYPE 3
LED ROAD/120W/TYPE 3
LED ROAD/120W/TYPE 3
LED ROAD/120W/TYPE 3
LED ROAD/120W/TYPE 3
LED ROAD/120W/TYPE 3
LED ROAD/120W/TYPE 3
LED ROAD/120W/TYPE 3
LED ROAD/120W/TYPE 3
LUMINAIRE SCHEDULE NOTES:
1.
2.
3.
4.
5.
ALL POLES/LUMINAIRES SHALL BE ARTERIAL STREET DECORATIVE LUMINAIRE POLES, INCLUDING; POLE, ARM, FIXTURE,
BASE PLATE AND ANCHOR BOLT DETAILS PER CITY OF RENTON STANDARD PLAN 117.1, DATED 5/19/15 (NOT CURRENT
VERSION-SEE DETAIL SHEET IN APPENDIX IN SPECIAL PROVISIONS). PEDESTRIAN LUMINAIRE AT 14' MOUNTING HEIGHT IS NOT REQUIRED. ARM LENGTH SHALL BE 10 FT AND MOUNTING HEIGHT SHALL BE 35 FT. FOUNDATION DEPTH SHALL BE 5.0 FT.
LUMINAIRE ARM AND MOUNTING BRACKET DETAILS PER CITY OF RENTON STANDARD PLAN 117.3.
ALL POLE ARMS SHALL BE ORIENTED PERPENDICULAR TO THE FLOW LINE OF THE ADJACENT CURB.
SEE TABLES 1 AND 2, SHEET ElO FOR FOUNDATION INFORMATION.
OFFSET SHOWN IS TO CENTER OF POLE.
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