HomeMy WebLinkAboutContract CAG-15-211
SMALL WORKS AGREEMENT
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THIS AGREEMENT ("Agreement") is made as of the .87 day of ,Seth-' , 2015, (the "Effective
Date") by and between the City of Renton, a non-charter code city under RCW 35A, and a
municipal corporation under the laws of the State of Washington ("Renton"), through its
Transportation Department and Pioneer Cable , ("Contractor"), who are collectively
referred to as the "Parties", to Install new or replace bad loops at 21 intersections in Renton Renton and
Contractor agree as set forth below.
1. Scope of Services: Contractor will provide all material and labor necessary to perform all
work described in the Proposal which is attached and fully incorporated into this
Agreement by reference as Attachment "A."
2. Changes in Scope of Services: Renton, without invalidating this Agreement, may order
changes to the Scope of Services consisting of additions, deletions or modifications, the
Agreement Sum being adjusted accordingly by Parties mutual agreement. Such changes
in the work shall be authorized by written Change Order signed by the Parties.
3. Time of Performance: Contractor shall commence performance of the Agreement no
later than 90 days calendar days after the Agreement's Effective
Date.
4. Term of Agreement: The Term of this Agreement shall end at completion of the Scope of
Services. This Agreement may be extended to accomplish change orders, if required,
upon mutual written agreement of Renton and Contractor.
5. Agreement Sum: The total amount of this Agreement is the sum
of $ 68,429.71 which includes Washington State Sales Tax. This amount
may be adjusted to a mutually agreed amount based on changes to the Scope of
Services.
6. Consideration: In exchange for Contractor's performance of the items and
responsibilities identified in the Scope of Services, Renton agrees to make payment of
the amount identified as the Agreement Sum.
7. Method of Payment: Payment by Renton for the Services will only be made after the
Services have been performed and a voucher or invoice is submitted in a form
acceptable to Renton. Payment of the initial 95% will be made in the next pay cycle of
the Renton Finance Department after receipt of such voucher or invoice (pay cycles are
bi-weekly). The remaining 5% will be retained for the purpose of completion of the
project and fulfillment of claims and liens. Renton shall have the right to withhold
payment to Contractor for any work not completed in a satisfactory manner until such
time as Contractor modifies such work so that the same is satisfactory.
8. Hold Harmless: Contractor shall indemnify, defend and hold harmless Renton, its
elected officials, officers, agents, employees and volunteers, from and against any and all
claims, losses or liability, or any portion of the same, including but not limited to
reasonable attorneys' fees, legal expenses and litigation costs, arising from injury or
death to persons, including injuries, sickness, disease or death of Contractor's own
employees, agents and volunteers, or damage to property caused by Contractor's
negligent act or omission, except for those acts caused by or resulting from a negligent
act or omission by Renton and its officers, agents, employees and volunteers.
Should a court of competent jurisdiction determine that this agreement is subject to
RCW 4.24.115, (Validity of agreement to indemnify against liability for negligence relative
to construction, alteration, improvement, etc., of structure or improvement attached to
real estate...) then, in the event of liability for damages arising out of bodily injury to
persons or damages to property caused by or resulting from the concurrent negligence
of the contractor and Renton, its officers, officials, employees and volunteers,
Contractor's liability shall be only to the extent of Contractor's negligence.
It is further speci?ically and expressly understood that the indemnification provided in
this Agreement constitute Contractor's waiver of immunity under the Industrial
Insurance Act, RCW Title 51, solely for the purposes of this indemnification. The Parties
have mutually negotiated and agreed to this waiver. The provisions of this section shall
survive the expiration or termination of this Agreement.
9. Insurance: Contractor shall secure and maintain:
a. Commercial general liability insurance in the minimum amounts of
$1,000,000 for each occurrence/$2,000,000 aggregate for the Term of this Agreement.
b. Professional liability insurance, in the minimum amount of $1,000,000 for
each occurrence, shall also be secured for any professional services being provided to
Renton that are excluded in the commercial general liability insurance.
c. Workers' compensation coverage, as required by the Industrial Insurance
laws of the State of Washington, shall also be secured.
d. It is agreed that on Contractor's commercial general liability policy, the
City of Renton will be named as an Additional Insured on a non-contributory primary
basis. Renton's insurance policies shall not be a source for payment of any Contractor
liability.
e. Subject to Renton's review and acceptance, a certificate of insurance
showing the proper endorsements, shall be delivered to Renton before executing the
work of this Agreement.
f. Contractor shall provide Renton with written notice of any policy
cancellation, within two (2) business days of their receipt of such notice.
10. Discrimination Prohibited: Except to the extent permitted by a bona fide occupational
qualification, the Contractor agrees as follows:
a. Contractor, and Contractor's agents, employees, representatives, and
volunteers with regard to the services performed or to be performed under this
Agreement, shall not discriminate on the basis of race, color, sex, religion, nationality,
creed, marital status, sexual orientation or preference, age (except minimum age and
retirement provisions), honorably discharged veteran or military status, or the presence
of any sensory, mental or physical handicap, unless based upon a bona fide occupational
qualification in relationship to hiring and employment, in employment or application for
employment, the administration of the delivery of services or any other benefits under
this Agreement, or procurement of materials or supplies.
b. The Contractor will take affirmative action to insure that applicants are
employed and that employees are treated during employment without regard to their
race, creed, color, national origin, sex, age, sexual orientation, physical, sensory or
mental handicaps, or marital status. Such action shall include, but not be limited to the
following employment, upgrading, demotion or transfer, recruitment or recruitment
advertising, layoff or termination, rates of pay or other forms of compensation and
selection for training.
c. If Contractor fails to comply with any of this Agreement's non-
discrimination provisions, Renton shall have the right, at its option, to cancel the
Agreement in whole or in part.
d. Contractor is responsible to be aware of and in compliance with all
federal, state and local laws and regulations that may affect the satisfactory completion
of the project, which includes but is not limited to fair labor laws and worker's
compensation.
11. Independent Contractor: Contractor's employees, while engaged in the performance of
any of Contractor's services under this Agreement, shall be considered employees of the
Contractor and not employees, agents, representatives of Renton and as a result, shall
not be entitled to any coverage or benefits from the City of Renton. Contractor's relation
to Renton shall be at all times as an independent contractor. Any and all Workman's
Compensation Act claims on behalf of Contractor employees, and any and all claims
made by a third-party as a consequence of any negligent act or omission on the part of
Contractor's employees, while engaged in services provided to be rendered under this
Agreement, shall be the solely Contractor's obligation and responsibility.
12. Prevailing Wage Rates: Contractor must comply with the State of Washington prevailing
wage requirements. Contractor must file an Intent To Pay Prevailing Wage at the
beginning of the project and an Affidavit of Wages Paid at the end of the project with the
Washington State Department of Labor and
Industries, http://www.lni.wa.gov/TradesLicensing/PrevWage/default.asp.
13. Record Keeping and Reporting: Contractor shall maintain accounts and records which
properly reflect all direct and indirect costs expended and services provided in the
performance of this Agreement. Contractor agrees to provide access to any records
required by Renton.
14. Other Provisions:
a. Administration and Notices. Each individual executing this Agreement on
behalf of Renton and Contractor represents and warrants that such individuals are duly
authorized to execute and deliver this Agreement on behalf of Renton or Contractor.
Any notices required to be given by the Parties shall be delivered at the addresses set
forth below. Any notices may be delivered personally to the addressee of the notice or
may be deposited in the United States mail, postage prepaid, to the address set forth
below. Any notice so posted in the United States mail shall be deemed received three (3)
calendar days after the date of mailing. This Agreement shall be administered by and
any notices should be sent to the undersigned individuals or their designees.
b. Amendment and Modification. This Agreement may be amended only by
an instrument in writing, duly executed by both Parties.
c. Assignment and Subcontract. Contractor shall not assign or subcontract
any portion of this Agreement without the City of Renton's prior express written
consent.
d. Compliance with Laws. Contractor and all of the Contractor's employees
shall perform the services in accordance with all applicable federal, state, county and city
laws, codes and ordinances. Additionally, for contracts that will be either partially or fully
funded with federal grants and exceed Twenty-Five Thousand Dollars ($25,000), all
Contractors shall verify the federal suspension and debarment status of any
subcontractor or third-party working on the behalf, request, direction, or under the
authority of the Contactor. A copy of this language must be made a part of any
contractor or subcontractor agreement.
e. Conflicts. In the event of any inconsistencies between contractor
proposals and this contract, the terms of this contract shall prevail.
f. Governing Law. This Agreement shall be made in and shall be governed
by and interpreted in accordance with the laws of the State of Washington.
g. Joint Drafting Effort. This Agreement shall be considered for all purposes
as prepared by the joint efforts of the Parties and shall not be construed against one
party or the other as a result of the preparation, substitution, submission or other event
of negotiation, drafting or execution.
h. Jurisdiction and Venue. Any lawsuit or legal action brought by any party
to enforce or interpret this Agreement or any of its terms or covenants shall be brought
in the King County Superior Court for the State of Washington at the Maleng Regional
Justice Center in Kent, King County, Washington, or its replacement or successor.
Severability. A court of competent jurisdiction's determination that any
provision or part of this Agreement is illegal or unenforceable shall not cancel or
invalidate the remainder of this Agreement, which shall remain in full force and effect.
j. Sole and Entire Agreement. This Agreement contains the entire
agreement of the Parties and any representations or understandings, whether oral or
written, not incorporated are excluded.
k. Third-Party Beneficiaries. Nothing in this Agreement is intended to, nor
shall be construed to give any rights or benefits in the Agreement to anyone other than
the Parties, and all duties and responsibilities undertaken pursuant to this Agreement
will be for the sole and exclusive benefit of the Parties and no one else.
I. Waivers. All waivers shall be in writing and signed by the waiving party.
Either party's failure to enforce any provision of this Agreement shall not be a waiver and
shall not prevent either Renton or Contractor from enforcing that provision or any other
provision of this Agreement in the future. Waiver of breach of any provision of this
Agreement shall not be deemed to be a waiver of any prior or subsequent breach unless
it is expressly waived in writing.
IN WITNESS WHEREOF, the Parties have voluntarily entered into this Agreement as of
Effective Date.
CITY OF RENTON - CONTRACTOR
;1&tat)0 v
141/1—
Denis Law, Mayor
1055 South Grady Way
Renton, Washington 98057
l a 2 L�5
Date Date
Attest:
—Al ° I i, ���u�,a���au �wa�d�/�,�i
Jason A. eth� 0 ti G
City Jerk �, Y(°Y f
Dat $_
Approved as to Legal Form: , `. $-
�/tib
or
Lawrence J. Warren
City Attorney
Date
LOOP REPLACEMENT
ICU 35 - 43rd & 167 (2)
• P38 (WB) REPLACE 2 LOOPS @ 180'
ICU 52 - GRADY WAY & OAKSDALE (5)
• P33 SB STOP BAR CENTER LANE - REPLACE 1 LOOP @ 26' (IN CONCRETE)
• P37 NB REAR ADV - REPLACE 2 LOOPS @ 214' (IN CONCRETE)
• P37 NB FRONT ADV - RE-SEAL 2 LOOPS @ 94'
ICU 68 - MAPLE VALLEY HWY & MONROE (4)
• P31 EB LEFT TURN - REPLACE 3 LOOPS @ 22' 38' 54'
• P36 EB CURB LANE - REPLACE 1 LOOP @ 38'
ICU 71 - GRADY WAY & SHATTUCK (5)
• WB LEFT TURN - ADD 1 LOOP @ 52'
• WB STOP BAR - ADD2LOOPS@ 10'
• WB STOP BAR - ADD 2 LOOPS @ 24'
ICU 72 - GRADY WAY & LAKE (12)
• WB LEFT TURN - ADD 1 LOOP @ 58'
• WB STOP BAR - ADD 2LOOPS @ 10'
• WB STOP BAR - ADD 2 LOOPS @ 24'
• WB ADV - ADD 2 LOOPS @ 150'
• EB LEFT TURN -ADD 1 LOOP @ 43'
• EB STOP BAR - ADD 2 LOOPS @ 10'
• EB STOP BAR - ADD 2 LOOPS @ 24'
ICU 77 - N 8th ST & HOUSER AVE (5)
• P37 NB STOP BAR - REPLACE 4 LOOPS
• P41 SB ADV - REPLACE 1 LOOP @ 123'
ICU 78 - N 6TH & GARDEN (1 )
• P36 NB ADV - REPLACE 1 LOOP @ 230'
ICU 115 - SE CARR RD & 106TH PL (2)
• WB CURB LANE - REPLACE 1 LOOP @ 246'
• WB CENTER LANE - REPLACE 1 LOOP @ 246'
ICU 121 - SE 128TH & 156TH AVE SE (3)
• L3 WB - REPLACE 1 LOOP @ 83'
• L3 WB - REPLACE 2 LOOPS @ 257'
ICU 76 - BENSON DR. & S 21st (5)
• P33 SB STOP BAR - REPLACE 1 LOOP @ 23'
• P34 SB ADVANCE - RE-SEAL 2 LOOPS
• P31 NB ADVANCE - RE-SEAL 2 LOOPS
ICU 126 - SR 515 & BENSON (4)
• SB ADV - RE-SEAL 2 LOOPS
• SB MID - RE-SEAL 2 LOOPS
ICU 119 - 140th WAY SE & SE 158th ST (1 )
• EB STOP BAR - REPLACE 1 LOOP @ 42'
ICU 118 - 128th & PETROVITSKY (1 )
• NB STOP BAR - REPLACE 1 LOOP @ 29'
ICU 117 - 116th AVE & PETROVITSKY (2)
• L13 NB STOP BAR - REPLACE 1 LOOP @ 41'
• L07 WB STOP BAR - REPLACE 1 LOOP @ 43'
ICU 108 - NE 21st & DUVALL AVE NE (2)
• L44 SB ADVANCE - REPLACE 1 LOOP @ 286'
• L84 NB ADVANCE - REPLACE 1 LOOP @ 264'
ICU 74 - TALBOT RD S & PUGET DR (1 )
• L61 SB - REPLACE 1 LOOP @ 223'
ICU 44 - SW 16th & LIND AVE (12)
• EB STOP BAR - RE-SEAL 6 LOOPS
• WB STOP BAR - RE-SEAL 6 LOOPS
ICU 43 - SW 39th & LIND AVE (3)
• P34 EB - RE-SEAL 3 LOOPS
ICU 42 - SW 41st & LIND AVE (2)
• P32 WB - RE-SEAL 2 LOOPS
ICU 23 - N 3rd ST & GARDEN (1 )
• P33 EB - REPLACE 1 LOOP @ 12'
ICU 34 - CARR & SMITHERS (1 )
• L61 - REPLACE 1 LOOP @ 56'
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- P33 P32
/I P31 O /000=a P36
P37 P38
-
0
II a +
i II a
IIP34 I
II
II
I
II SII
II II
II a;
' II P40
ICU: 23
N 3rd St
Garden
APPO" riti•
P31 P32 P33
fi I
EVP 3 icu: 34
II II
II II I Carr Rd
II II &
► II II
Smithers
I,,k u ►
sll
L39 33
6 1 L6 1 37 L6 II
II II
II II
55Ft .
I i ._0., II ►
L42L46
23F ¢L43 4-Lt4 II 6 16
,t-;_.� c
T 1 IIca,Iq
L40
L13
_ L57-0 L56'
< L14_ _ 1_
J� L48 L29 L53
L61-0 0 V L64
d
II [ 1
IIL05I41Q
lI 1 L07 L08
II L06
QIQIQ
L41 L45 L47
Ii
II ) I
II H I
Cae. ?
H II No Con. No Con.
Loop replacement requirements
• Loop wire shall be IMSA 51 -7 #12 or #14 AWG in orange PVC jacket
• Loop install shall follow WSDOT STD plan J-50.15-00 and J-50.12-00
• Loop installation shall not take place in temperatures below 40 degrees
• Loops shall not be sealed when there is moisture on the ground
• The saw cuts shall be of uniform depths and any sharp edges, abrasions, or
ridges shall be removed prior to placing the wire
• All loops shall be installed in the final lift of asphalt designated in the
contract. Loop conductors shall be held at the bottom of the saw cut by
high temperature backers rod sized to fit snuggly in the saws center along
the entire loop and home run(s) and at the entrance and exit of all turns
greater than 45 degrees. If new loops are installed over existing loops, the
old loops shall be removed by grinding and the grinding shall be enough to
destroy any existing operational loop conductors.
LOOP SEAL ANT LOOP SEALANT LOOP SEALANT NOTES
(PER CONTRACT OR (PER CONTRACT OR (PER CONTRACT OR
TOP OF EXISTING ,• AS APPROVED BY AS APPROVED BY ; . AS APPROVED By I. FBI the conduit trench to the bottom of the
PAVEMENT OR_ I TOP OF OUSTMAO PAVEIiAENT.._ ; THE ENGINEER)
LEVELING COURSE 1 THE ENGINEER) THE ENGINEER) `- OR tEVELMW Co1M1iE or new surfacing with CSTC,sand or controlled
OF NEW PAVEMENT A OF NEW PAVEMENT density fill.See Standard Specifications
T ,1/4'WIDE.,jy -.• ' 1T1AlIDE�L i UrVNDE� Seetlan2-09.3(1)E.
~._.. SAIACUT
_ _ SAWCUT _ _ ____CUT_- I __ 1
i( ) r) BACI�RROD----,+ j r) IlACKERIROO --- }Vr;---'—i; r/ 2. Minor Regional variations we allowed In the soft
..__ -"4 I ¢ pocket closure.Consult with the Engineer o see
Y LONG HIGH TEMP O, T LONG NIGH TEMP O maxi HIGH TEMP O the Contract for sddibonel requirements.
BACKER ROD
0 24-GINS . n 1 i 0 24'CTRS , : 117^ 1 j 0 24-CTRS. i a I, R''.. 3. Conductors shell be snug to the bottom of the
\ i -' �'; I �' 6 i g sawcut High tempereWre becks/rod shall be
,: \ ... zzF Is I- - I �1 t snug to the cordudors and skies of cut
\ m io �i i , ;.,IA' LOOP LEAD-IN NARES. lam°
' m u') ! ""Oil?N TWISTED PAIRS -_-_- I /3,., 4. Fill the sealant to within 1/8"to 3/18'from top of
LOOP WIRE (]r
(014 AWG)_._-- -11, LOOP LEAD-IN NtRE• I�z�• (014 MVO) —.—�y '',o saw Mt
OR(012 ANG) - __....__._t.___ (014 ANE)OR(012 AWG) i___G OR(012 AWG)
MAX.3 PAIRS
MAX 4 WIRES i -ONE TWISTED PAIR L l. 5. Sae Standard Plan J-10.10 for additional Junction
t '111
99 -___--- Box details.
1' i, y,�a-r.... �a . C�'I
i .s..- _sr _. PVC CONDUR Sumo TABLE
.
LOOP LEADPAIRs 1-4 5-10 11-1117.2223-2e
SECTION (A) SECTION SECTION O ` AAL OF BER AND
1-r 2-r 3-214-2. 3.3•
/ of coNDULTs
,,ADD IIIB'TO THE SAWCUT
FOR IMSA 61-7 CONDUCTORS
l71 ADD Ur TO THE SAWCUT
MATCH EII9TING FOR IMSA 61-7 CONDUCTORS
EDGE OF PAVED SHOULDER(SHOWN) PAVING MATERIAL
OR EDGE OF EXTRUDED CURB _
OR EDGE Of GUTTER PAN I LOOP STUB OUT SLEEVE(1!4'E Irl
SAWCUT EXISTING (`E� OR EDGE OF TRAFFIC BARRIER (' I ,i BELOW TOP OF ASPHALT)
PAVEMENT(BOTH TRENCH WI0111-SEI: '- P-r APPROx__ / -LOOP LEAD-IN SAWCUT
SIDES OF TRENCH) STD.SPEC.S-25.31s) STANDARD JUNCTION FULL DEPTH_ -I`\ --�------
TOP OF DUSTING
BOX _ LOOP LEAD-IN WIRES SAWCUT �� \ EAFE- I // c--._.2 Ns'MW.-3'MAX.
PAVEMENT sE ..• MATCH EXISTING 1 _._.— PAIR J -;\ I 1 _LOOPWIRES
TWISTED O;`
LEVELING COARSE , -- c _i_._ ._- -JI r 1 (
.t
OF NEW PAVEMENT , � PAVING MATERIA. _ �,.�,jE `.._ / �.l . +1._b .. 8T 0D�N
<.�. '='� ` PAVEMENT
j I a• ' . 'jr 1 I \ CONDUIT END BELL C� C. Ni'le I is
,(� .�• . .Ii tj °ILL S'' $4y 5 I b� BUSHING,SEAL WITH p`t`6sO VA.sp7 1,
4`
IfS '
- -O' •,�- :`:'.f`�V,`w''". 11 / ,_DETEcrXxs LEAwN {f E i 1• j DUCT SEAL ',l�'L / _' 'Y.. e e
'v/.C��/ thy, , / ... ) 2C(SN) E •/. �i 8°FT_, " �q4'�,t� 1115
\Y7 ��.' y�•r,r. �// ',•; :' = 7jn i PIAT �1 JI,.. CSTC,SAND j.- �:!'"` °` i1 ler
CSTC,SANDJ•' I I OR CONTROLLED . 5
•t
OR CONTROLLED ...__.._.__ _ GRAVEL PAD —_ ,�L b b )t) DENSITY FILL O r5Is O E ..1I 1
DENSITY FILL _X 1 ,.ba. t IM 1/513 f H 1� ��S%DNA a l'N' 1 4 �
,i �"_ 2: •,e\� - CONDUIT p �/ COFIU T �4S7l
SEE PVC CONDUIT /
SIZING TABLE TO CABINET `•_CONDUIT i `�__ I __-.-
lAr
1._._.r;.4. TO LOOP TO CONDUIT P'* �/•
i INDUCTION LOOP DETAILS
L1
a i -- A 1/._.__..1 STANDARD PLAN J-50.15-00
SEE aTl1B•OITT NAMMUNCDtIDUT PLACEMENT DETAILS
SHEET 1 OF 3 SHEETS
JUNCTION BOX PLACEMENT LEAD-IN CONDUIT SECTION APPROVED Fore PUBLICATION
~� SEE NOTE s 11A1 a 1O
FT POCKET SECTN Pasco BakoUch 111 06-03-11'
SECTION ( D J SECTION EO •'""MOMMAMMA
- °""
\--' NB Wd,bsr.n SINN IE, we w M T,.Ap.tin
LOOP INSTALLATION NOTES
SPUCE PER STD.SPECS 11-31.12(2) 1. Install the Junction Box and the stub-out conduit with PVC sleeve.
WHITE Conduit for the loop stub-out shall be as required In the conduit
FOIL SHIELD , 1 COFLOICTOR PLASTIC MOLD OR HEAT size table shown on sheet 1 of this set.
\ SHRINK TAPE
*DRAIN WIRE -, \ SOLDERED COMPRESSION CONNECTION I Lay out loops and loop lead-ins to miss crackalioints in road,
N. �� _f.l FROM-OFFSET EACH OTHER fro.; when possible.Maintain 18'minimum clearance from manholes
CABLE JACKET-. �. -_,� \ WIRE and valve boxes.
DETECTOR LEAD-INIIMIIIIO \NANA''',,,,,',',.",F,`-'...•,,,,,,;,,,,,.,„., " FROM LOOP - 3 The opening around the loop stub shall be patched with matching
CABLE 7CIStfi WRF paving material N opened larger than PVC sleeve+2'.
_ f TO LOOP .E,)
JUNCTION 4 Sawcut the loop slots and the teed-in slots.Was1Vdry arts.File
*GROUND DRAIN WIRE ' TOR 'Two LAYERS VINYL BOx edges to remove burr of all sew-cuts Into stub out sleeve.
N 1. ELECTRICAL TAPE
AT C N TRO(LER N—� (rYP.) ------ \'.� 5 Lay out the loop wire starting at the Jungbn Box,allowing 5'
CABINET ONLYminimum slack.
SPUCE DETAIL N. coNDINr 6 install the wire In the loon slot as shown.
Oi ' SNO p R, 7 Finish laying out the wire at the Junction Box and Identity the leads
with the loop number,the'S"for start and the'F'for the finish,
iit___ ; the loop series number,end the loop lead-In conductor number.
SEE STUB-WI CONDUIT b.r 8 Twist each pair of the lead-in wires a minimum of two times per foot
PLACEMENT DETAaa,SHEET a I each foot,from the loop to the Junction Box.Reverse the direction
C) ' LANEE of the twist for each succesalvs pair installed.Seal loops/sawcuts.
LOOP sni6ur SLEEVE \ SAWCUTB i' Y. Construct a supplemental splice containing any series loop connect-
SEE STUB-OUT COMPRI Isnip-ourSEE NOTE 14 ��- Ions In the adJacent Junction box as required In the plans.Supplemental
PLACEMENT DETAILS SHEET 3 splices are subJect to the same requirements shown for the loop lead-in
.. 1- ✓L----12'APPROX DETAIL"A" and the shielded cable splice.
a 10. Splice the loop lead-ins to the shielded cable as noted In the Contract.
FILL WITH SEALANT
7
(PER CONTRACT OR AS I /r /��`t 17 SAWC 1 11. All loop D shall he tested per Standard SpeeMdtlom
APPROVED
BY DIE I 1 `\. LEAD-IN 8-20.3(14)4) on0 on a Installation le complete.
ER
CONDUIT ... - Ur SAWCUT lx i4 RE�ouIRED 12. Existing stubouts shall he upgraded as necessary to conform
� .��� o / to the corduH size table shown on sheet I.
•,'^'\"�-;� --,, TO Loops-- J.G
.. = >�;.s4 -t.,''''', — z—i' 17 AN loop lead-in sawcuts parallel to lane edge shall
------- -._.-... S'".,\' ''`\ ..:,� . 7 \`.,SLEEVE RST , he at least 12'from edge of pavement and within
' �, r
J1111CTON BOXj + six Inches o mode of lane or fog line when
poeslble. Maintain 12'separation
EDGE OF PAVED SHOULDER. PAVING MATERMATCH S �--- / -�--,- between parallel cuts or pints. s
OR BARRIER,OR EDGE - \ ( _�--- - C. N/
op glrTER PAN i b 14. The loop stutoout stove shall have rot
PB i !
4 ( /, an inside Altimeter 1'larger Than �'�''' I I' I'aLOFT POCKET(WIDTH EQUAL TO ` '� / E JUNCTION the outside diameter o1 the �V,', 13, 11
STUBOUT SLEEVE DIAMETER PLUS 2') / -----� BOx . End BON Bushing.Plug conduit
P O '� and AN sleeve with send untlll nfpak�,
CONDUIT OR / C loops ere Installed to keep -.;, ,41,1r yr:- If,,aT11aENO 9ELLa�SN11(i �/ "- CONOIHT / ` ngtAsphalt during o operations. ''s i TI°Ill�i6i!A SCI STq SA".
SAWCUT AND CONDUIT CONNECTION 1 bI EDGE OF CONAL Q' 111!1I
SHOULDER^I SHOULDER O 3II1Z/'
,k�`_`' A /.
y �" 1 /` INDUCTION LOOP DETAILS
see srus.our PlACBICNT MErT 97 urr 1-' ' IME- EDGE OF -
/ STANDARD PLAN J-50.15-00
_ -'-GNCUDI
,._
_--.,__..____...._._._.t SHEET 2 OF 3 SHEETS
APPROVED FOR PUBLICATION
DUAL"D" Pasco Bakotich III OB-03-11
+ VAR v"w("M,. MR
WIwW.'I",`k`a"orx"„".1 T._""r`IM.
GUARDRAIL WITH POST _ .. Co-
CEMENT CONCRETE CURB OR GUTTER AND BLOCK r1
SIDSVIALK 8EE STANDARD PLAN F10.12 ,_-
"- CEMENT CONCRETE CURB OR GUTTER
L--- T LOOP STUB-OUT SLEEVE(1/�'TO 1? SEE STANDARD PIAN F•111.12
e ' ° . '� BELOW TOP OF PAVEMENT)
1'-' e -_� T / / IT I DOP STI R-OUT SLEEVE(114 TO 12'
• ° � ..` 0 ._-.,,_ i ,,.....�,`r._..-.___ BELOW TOP OF PAVEMENT)
'41 - L
! LEAD-IN CONDUIT SHALL EXTEND A ' ..*l'�'
`-MINIMUM OF 31!'INTO PAVEMENT _."- 1-- I r'T—_---I
(PAVEMENT DEPTH VARIES)
) ' i � LEAD-IN CONDUIT SHALL EXTEND A
' I MINIMUM OF 3F1'INTO PAVEMENT
ODIINTO TO ' N. (PAVEMENT DEPTH VARIES)
ROAD
D SURFACE(TVP)
CONDUIT SECURED INTO
ROAD SURFACE(TYP.)
TO J _ //JUNCTION BOX
/ TO JUNCTION BO% -�
STUB-OUT DETAIL
WITH CEMENT CONCRETE CURB OR GUTTER
STUB-OUT DETAIL
r
i WITH GUARDRAIL AND CURB
CEMENT CONCRETE BARRIER-
SINGLE SLOPE BARRIER SHOWNOYNN
SEE CONTRACT PIANS FOR
SIZE AND TYPE
C. Nfs
EDGE OF PAVED I� •r I OOP STUB-WT SLEEVE(1M TD VT ) - LOOP STUB-OR SLEEVE(1n'TO Err Iyg I
!
yip BELOW TOP OF PAVEMENT) BELOW TOP Of PAVEMENT) Ndflip a; 1■ I1I1
I Ili
-,-- ,t.---/___,--------''--,_.___
_...- ..._.—T � L.--------._..__-.----..------- -- 1 CONAL �'
{ 6
LEAD IN CONDUIT SHALL EXTEND A I LEAD-IN CONDUIT SHALL EXTEND A hill I
MINIMUM Of 3H'INTO PAVEMENT MINIMUM OF 3N'INTO PAVEMENT
(PAVEMENT DEPTH VARIES) (PAVEMENT DEPTH VARIES)
S i CONDUT SECURED INTO • S CSURFACE INTO INDUCTION LOOP DETAILS
' ROAD SURFACE(TYP.)
I STANDARD PLAN J-50.15-00
/ SHEET 3 OF 3 SHEETS
TO JUNCTION BOX L / TO JUNCTION BOX .____..L..- j APPROVED FO R PUBLICATION
Poco Bakotich III 06-03-11
STUB-OUT DETAIL STUB-0UT DETAIL WITH a,c..s o��. art
STUBOUT CONDUIT PLACEMENT DETAILS 016.16..1..w.16..9....41......01.6
WITH ROADWAY CEMENT CONCRETE BARRIER
•
JUNCTION DETAIL'S' i/_._
- `- SETA!.'A"
SEE STANDARD PLAN.1-411.18
SOX / SHEET 2 JIN orm r-SEE STANDARD PLAN J40.11
CONDUIT—,.` •.�* CONDUCT-:�. t!'1 eOtt `� SNFITT2
\ ......,.....s.:
, 1 EDGE OF SHOULDER
oL
] • LEAD-IN&1WCUTS SAVYCUT DETNL SHOULDER - i `'. EDGE OF LANE
Ii m-)
- al .
; (iyp3..cr.,
C"-'
!
5 . '5 1 (CYP.) }
l L. LI �� ME tlSfIMNCE /l ,. l W
I 'MOUT DETNL ! w
i C F. IR
THIS SHEET(TIP.) - CIRCULAR SAWCUT(TVP.)
a -__
0 1 ._.. NOTES
II A, 9� _JA„,. 1 For Inatatlation Noise and Details
.-
w see Standard Plan.1-60.15.
r — ,:111110 5-O'DON RYP.1 v. .. :i _ NI_ .'-'`�;: a-0-DNM.(TTP) D W 2. For Sections A B,C,and D,
CIRCULAR SAWCUT i I see Standard Plan J-50.16.
( ) 1L 3 Allot the loop lead-In Boos shall
• �..— --.--.. return In the Junction Box.
5-0*_..;.. 5.p a-P S.C. I-C I e,-p,,�eTATIOI! StandadPtsnJ4 For Splice , 0.1
see
,. �- . ,. �- Standard Plan J-b0.16.
SEE cor+rtuct
PLAN 5. For Loop numbering Layout Details
TYPE 3 STOP UNE LOOPS TYPE 3 ADVANCE LOOPS see sheet
3.
6 For addalonei Induction Loop Details,
JUNCTION- sox see Standard Ptan J-60.16.
DETAIL"A'
SEF STANDARD PLAN J-10.11
01. SHEET 2
EDGE OF SHOULDER ' CONDUIT .. EDGE OF LANE
LEAD-IN SEE ENTRANCE SAWCUT 1. Al
SAWCUTS(TYP_)_' mk DETAIL-THIS SHEET(TVP.) I'
CIRCULAR SAWCUT) 0�' , J ; T,-0" LI,
I, `-''! ra.: - �Ia !1
L mP 1 33w I LEA SAWCUT
ii.
I
I 9'-D• w e 4 1 III:
C ag t ITVP.) ., LOOP SAWCUT ` Aoe ', nHs oo 4" i�Y■ tt
tl 3 -_-__--- ''1 ill CHISELRLMOUT Pr TO EMENTITOSAWER Frr/ONAI. P.xG` litre'
-J
LENIN CUT DEPTH AND FILL yi A
O O c)...
1 0 . ,`� SAWCUT NTH SEALANT(TVP) 11517
eon t - CENTER OF LOOP AND TYPE 3 INDUCTION LOOP
I-P DIM.DWIt VFDiM1E LAME
2 m -.4` STANDARD PLAN J-50.12-00
' +—�--- ___._._.— SHEET OFJSHEETS
V 0 e p e d APPROVED FOR PUBUCAllON
Pasco 8akotich III 0603-11
nreawm�es -M
PLAN ) .
E
TYPE 3 SAMPLING LOOPS ENTRANCE SAWCUT DETAIL 1rr���T�+
Lr JUNCTION BOX
83
d 3Fr ��
8-SURF '+ab
le
o It
2 4eH)c/tB�e 1 1. F2 I ey.I
F1 Q 8t ' v •
LL
1 SPLICE(TYP-) 1 + L XX X
, 0 1 PHASE NUMBER• 1 LOOP SERINo •♦ iC
0_� , , �..11111 (TIP) LANE NUMBER I OOP NUMPER
1 1 ii LOOP NUMBER MARKING DETAIL
w 1 1
F137) NOTEs
Loop numbering layout will be eknlWx to Loop
‘,....._..---,./ SPLICE(TM) Numbering Layout Detail,Sheet 3
OFFSET cRI11Pa� JUNCTION BOX i- _TRAFFIC ROW _./_�_.__..�
S` 'S=START
F=FINISH
1
TYPE 3 STOP UNE LOOP WIRING DIAGRAM 2GsM CABLEF1,j,.S1;
WOES PUCE SHOWN 1
xINCT1oN sox • �//�
FST (OPS • / /��
OFFSET CRIMPS SPLICE II
1
- ,2a
„_-_.T- s.sTART _TRAFFIC FLOW
-'� 1 , e g
zctsro GABLE F•FMMSH �- / �� �r N�), !�
gi
LOOP SERIES , 4 TYPE 3 ADVANCE I ri
NUMBER ,, , 4 c`_t$ ° 6 ii
1 / LOOP WIRING DIAGRAM �"�sSe A 11 11i
(c--,,...\\ :
TYPE 3 INDUCTION LOOP
1 K----.--"11 -4—
�J// STANDARD PLAN J-50.12-00
TRAFFIC FLOW 1r..._://11/
�/ SHEET 2 OF 3 SHEETS
APPROVED FOR PUBUCATION-.
Pasco Bakofch I11 0141311
TYPE 3 SAMPLING LOOP WIRING DIAGRAM r•A.Fo.. rye -- ' - 11T—
LIMES SPLICE SHOWN WI w..h ..Mo.SP.Mwd.l.WIl .
JUNCTION DETAIL'e- .
/ BOX SEE STANDARD PLAN J.10.1S
° / SHEET 2
WOE OF SHOULDER COMSAT
94y4
1 EWE OF LANE- LEALMN 811YMCOT8 '__�- !MOULDER r�T
t i4 m
— SPLICE(TVP)
1 - ' (OFFSET CRIMPS) / ,
8 -• . .' Y O' — -- FINISH
()�.) W LOOP NUMBER /! =START
3'-o u w(- 3 MARKING SLEEVE /
i Maki
t MUSE(TYP) , 53 �^-��
11 _ i t <'
1 A w F / � f
B . e'-O'LIIAM. 7r-----,====f.--1:271-9_
3 F3
- .-0
�� 0 (TrP) §W 2 F!: LORD SERIES NUMBER
7 F1 81 YLI"? MARKING SLEEVE(TVP)
CIRCULAR SAWCUf SI! LOOP SERIES START OR FINISH
(TYP) - _ _.-L _ MARI(iN0 SLEEVE(TVP.)
I.
-4 I
e-B^... a-Q ., _er-or ...D- — e-v_._ a-P r7o".. LOOP NUMBERING LAYOUT DETAIL
PLAN
TYPE 3A STOP LINE LOOPS LESS
'1011 e0K PHASE NUMBER
LANE NUMBER LOOP NUMBER
----.. 94
�„-y.,,�,� - LOOP NUMBER MARKING DETAIL
2C(SH)CABLE ^ "9"" "' 'xC�•C>'!`'-xz,,c'7[''X'_>K'7c`.c' ' .
!.._- ___ T- ` •' IF.MEM �j i .
ri
.. c_ Lejcuzx.X,,cx:., k:x.xC:X:�;,3 . ,O � r +t
j F ,fi
1 i P I IR.
1 LOOP SERIES o, ,Ff,C71,,s R.o ?� 11 tF !
•r'^+. ` �,-a-_� TERMER -„r� _..r....• \ E'TJ' I ITS ONAL eN�V la e
'‘, . e (71/r-7\.. ,. ////y7.'-s---\‘,'\:\\\:,,. , 77/../.4"...."."\-.” in
1 -I { 2 I i `, 3 1 4 ; 1 TYPE 3 INDUCTION LOOP
,0 (��
---..,,/,',, . \\`\'' , /! ,\\\��� J �.r STANDARD PLAN J-5O.12-00
/ TRAFFIC Fl OW '',....-----::--"i"' �`..�- / s`..:�� -. SHEET 3 OF 3 SHEETS
- --�' APPROVED FOR WIBLICAT1011
— TYPE 3A STOP UNE LOOP WIRING DIAGRAM _ Paico Biikotich Ill- Oe-OJ11
�R11EOFi■1 MI�Ir11 MRR
emu SPLICE!MOM ' 0 WW11.01..••a.••-.•.1,.1.,,...,
l_
' J