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Home My WebLink AboutENC2014-00207 Zayo - Campbell/ Winchester/ Dell 7 I 100 Winchester Cir(ENC 2014-00207) - Permit originally issued on 1/29/15...for mostly using existing AT&T conduit, some new conduit, and some aerial route - Zayo revised plans to install additional new conduit(6000 LF)after the lease did not go thru with AT&T - City told "No new boxes" in sidewalk. Also told to get new permit due to extensive changes in plans - ZAYO agreed to apply for new permit and wanted to separate into two permits...One for Winchester and one for Campbell (due to delay in getting permits from VTA, Caltrans, and Fish & Games) - Meeting held with Zayo on 5/5/15. Zayo notified to consider changing the Campbell route through Civic Center Dr instead of downtown Campbell which they agreed. - Addendum issued to original permit(ENC 2014-00207)to restrict it only to aerial route and no new trenching/conduit - ZAYO submitted two separate permits for Winchester and Campbell (using Civic Center Dr Route) and revised the plans to install manholes in street instead of service boxes. Syed Wahidi From: Syed Wahidi Sent: Tuesday, May 05, 2015 2:55 PM To: 'Sam Isaacson'; 'Carlos Davadi'; 'ryan.bayer@zayo.com' Subject: Zayo - Netflix Meeting Gents, This is to follow up our today's meeting regarding Netflix project. - In addition to original permit (ENC 2014-00207),Zayo will be issued two separate permits. One for Campbell/Bascom and one for Winchester/Dell - Zayo need to submit copies of permits from Caltrans, Dept of Fish &Games, SCWD, and VTA - Campbell Ave plans will be revised and resubmitted to show Civic Ctr Drive route rather than going through downtown Campbell - No service boxes to be installed in sidewalk and instead, new manholes will be installed in the middle of the lanes - Manholes shall have concrete collar around - The work under Hwy 17 shall be coordinated with the ongoing city project. Fees for both permits are: 1. Campbell Ave/Bascom Ave 5,546 LF Conduit+ 11 MH's ==) ( 500 LFx$2.70/LF) + (5046 LFx$1.60/LF)+ (11x $170) =$10,193.60 2. Winchester Blvd/Dell Ave 7,599 LF Conduit+ 14 MH's==) (500 LFx$2.70/LF) + (7099 LFx$1.60/LF) + (14x $170) =$15,088.40 I forgot to mention in the meeting: - Provide a detail of conduit attachment to the bridge at Creek crossing - In Winchester plans, 3 service boxes still shown in sidewalk. Please revise C-7 &C-10 to replace SB's with manholes. Syed Wahidi I Public Works Inspector City of Campbell ( Public Works Dept. , svedwta)cityofcampbell.com IR 4(18.866.2165 ' ,308.376-0958 70. N. First Street Campbell,CA 95008 www.CitvofCampbell_com • • From: Sam Isaacson [mailto:sam.isaacson©zayo.com] • • Sent: Friday, May 01, 2015 12:55 PM To: Syed Wahidi; Carlos Davadi; Bob Durflinger Subject: RE: 5/5/15 Meeting - City of Campbell - Netflix Perfect,thank you, I'll put it on my calendar and I look forward to meeting you ,Sam Isaacson OSP Project Manager, West Region 1 Zayo Group 2700 Merced St San Leandro, CA 94577 408-350-6306(Office) 916-634-3975 (Mobile) sam.isaacson@zayo.com From: Syed Wahidi [mailto:syedw@cityofcampbell.com] Sent: Friday, May 01, 2015 12:26 PM To: Sam Isaacson; Carlos Davadi; Bob Durflinger Subject: RE: 5/5/15 Meeting- City of Campbell- Netflix 10:30 is ok for me. Syed Wahidi I Public Works Inspector t of Campbell j Public Works Dell svedw(d.citvofcampbell.com W 408.866.21 65 408.376-0958 70. N. First Street Campbell,CA 95008 WAN w.C itvolCampbelI.com From: Sam Isaacson [mailto:sam.isaacson©zayo.com] Sent: Friday, May 01, 2015 12:24 PM To: Carlos Davadi; Bob Durflinger Cc: Syed Wahidi Subject: RE: 5/5/15 Meeting - City of Campbell - Netflix 10:30 would work better for me, is that ok? Sam Isaacson OSP Project Manager, West Region Zayo Group 2700 Merced St San Leandro, CA 94577 408-350-6306(Office) 916-634-3975 (Mobile) sam.isaacson@zayo.com From: Carlos Davadi [mailto:carlosdavadi@gmail.com] Sent: Friday, May 01, 2015 12:09 PM To: Sam Isaacson; Bob Durflinger Cc: Syed Wahidi Subject: 5/5/15 Meeting-City of Campbell - Netflix Gentlemen, 2 Hope all are having a good Friday so far. I am just emailing to notify I have spoken with Syed in the City of Campbell, and he is available to meet with us on Tuesday 5/5/15 at LOAM. I've CC'd him on this email. Please confirm if this day&time sounds good. Regards, Carlos A Davadi Sagebrush Cable Engineering 415 Beatrice Ct. Ste G Brentwood, CA 94513 504-252-0576 3 Page 1 of 3 Hi Vanessa, The revised plans have new conduit installation, service boxes, manholes etc resulting in the total inspection fee of $5,602.80. Previously, you have paid $1,925(for manhole inspections only and not for new construction). Difference of$5,602.80-$1,925 =$3,677.80 need to be paid as revised fees. Until the agreement is signed between City and ZAYO, we can not issue the permit for new constructon. However, if you need to access manholes only for inspection (and not for new construction), we may issue the permit for that purpose. Options: 1. Get permit now only for inspection of manholes(fee is paid) 2. Get permit later for new construction (based on revised plans) after the agreement is signed (additional fee of $3,677.80 to be paid) Syed Wahidi I Public Works Inspector City of Campbell Public Works Dept. syedw@cityofcarnpbell.com IN 408.866.2165 I 408.376-0958 70. N. First Street I Campbell,CA 95008 www.CityofCampbell.com From: Vanessa Leija [mailto:vanessa.leija@zayo.com] Sent: Tuesday, January 06, 2015 10:55 AM To: Syed Wahidi Cc: Carlos Davadi; Randy Whitehead; Fred Ho; Alan Hom Subject: RE: ZAYO Permit- 100 Winchester Circle Hello Syed, Zayo has received our business license for the City of Campbell, our license number is 029029. I copied the message from Keitcha here,who was working on this task.She mentions if you need a copy it will be about 10 more days until she receives it. Hopefully this will suffice for us to receive our permits. Please advise on how you would like to move forward with this project. Thanks a lot, I appreciate your time! I have just received our business license#with the City of Campbell. It is 029029. If anyone needs a copy of the license please let me know and I will forward it along when I receive it.The City says the mailing of the actual license may be another 10 days out. Please let me know if additional information is needed. Thanks. Keitcha Mclvor Sr. Sales and Use Tax Analyst I Zayo Group PO Box 47054 Seattle,WA 98146 P: (206) 239-4025 F: (206) 588-0886 3/24/2015 Page 2 of 3 keitcha.mcivor@zayo.com Vanessa Leija OSP Project Manager Zayo Group 2700 Merced St. San Leandro, CA. 94577 Cell: 408.394.2796 Office: 408.350.6309 Vanessa.leija@zayo.com From: Syed Wahidi [mailto:syedw@cityofcampbell.com] Sent: Thursday, December 18, 2014 8:34 AM To: Carlos Davadi Cc: Vanessa Leija; randy.whitehead@zayo.com; Fred Ho; Alan Horn Subject: ZAYO Permit- 100 Winchester Circle Carlos, We received the revised plans yesterday. Plans shows some new construction (manhole, service boxes, conduit bore, trenching). Until the contract or agreement is signed between the City and ZAYO Group, we can not permit any new construction. Randy Whitehead (ZAYO) is working with Fred Ho(Campbell)...both are copied here. Originally we agreed to issue the permit only for existing manhole inspection purpose (please see email below). Going forward... -Still waiting for ZAYO to get City business license -Fees has been paid but have to be re-assessed due to changes in plans (I will let you know soon) -Permit will be issued after the contract or agreement is signed between City and ZAYO Meantime, if you just want to get permit for manhole inspections only, it can be issued as soon as ZAYO gets City business license. Syed Wahidi I Public Works Inspector City of Campbell I Public Works Dept. syedw@cityofcampbell.com V 408.866.2165 I A 408.376-0958 70. N.First Street I Campbell,CA 95008 www.CityofCampbelI.com From: Syed Wahidi Sent: Tuesday, October 14, 2014 8:03 AM To: 'Carlos Davadi' Cc: 'mcatronsbe@comcast.net'; Fred Ho Subject: RE: ZAYO Permit- CA-25 West- Bascom Ave&Campbell Ave Carlos, As per our phone conversation: -There will be no digging/excavation allowed in this permit and it will be only for cable placement in existing conduit. 3/24/2015 Page 3 of 3 - Lane closure hours on Bascom Ave will be limited from 9 am to 3 pm. Also. we need a complete schedule of work at least one week before the start of construction to avoid conflict with other ongoing and upcoming projects in the area. Syed Wahidi I Public Works Inspector City of Campbell I Public Works Dept. syedw• cityofcampbell.com lit 408.866.2165 408.376-0958 70. N.First Street I Campbell,CA 95008 www.CityofCampbell.com From: Carlos Davadi [mailto:carlosdavadk gmail.com] Sent: Friday, October 10, 2014 1:51 PM To: Syed Wahidi Cc: mcatronsbe@icomcast.net Subject: ZAYO Permit- CA-25 West - Bascom Ave &Campbell Ave Syed, Thanks for your response earlier by phone. If you could please re-iterate what we discussed over the phone, regarding the ZAYO&City agreement please. I will forward this up the chain of command,and see what to decipher from it. I usually do not get deeply involved with company, government legal issues. On another note, it's unfortunate that this package somehow got lost. I was able to locate and scan a copy of the application. I originally sent this package on 9/26 Fed Ex# 805049377633. I've attached a copy of the plans for review as well. If you could please look over it please, I'd appreciate it. Thanks for your time. Best Regards, Carlos A Davadi Sagebrush Cable Engineering 415 Beatrice Ct. Ste G Brentwood, CA 94513 504-252-0576 *** eSafe 8 scanned this email for malicious content *** *** IMPORTANT: Do not open attachments from unrecognized senders *** *** eSafe 8 scanned this email for malicious content *** *** IMPORTANT: Do not open attachments from unrecognized senders *** 3/24/2015 CITY OF CAMPBELL ENCROACHMENT PERMIT Permit No ASC' 2el't—o2o7 DEPT.OF PUBLIC WORKS AMENDMENT No. 01 X-Ref.File 70 North First St Application Date 5/2t ft 4 Campbell,CA 95008 Amendment Date ' /2-I(ILI (408)866-2150 Fax(408)376-0958 5/2 /I �> ISSUED A. Work 100 WINCK.STEV Cif?, (c��TFL ) address B. Nature of work Ins. 441 Fiber Or+,*c a•n INi�►cl,p�-, , Cawt�+ /k c�r.� r ( u 5E. A}la1 A L } o U YE O N I,Y ) Pl:reintT E--r•JC 2e It#-oco2a7 SI-tALL aNL-Y 13'E- t'pLtCA1'3LE Fe4(2 THt_ Art21.O,1.. R-tirE Fif S-f- M'Ttc A-N 51 NOT 5t U Fr-g ANT jakilv, oi2- 0,12(NA Ml:-f1-0 OR tR Pv( E1c-C.4%./Allc,4 IN Pui,LIC R•o.MM To IPzcrAu_. fit C44 co to Du 17. ' A,-t>s rif t ITS 5l- l;E SU I3M err C la Ft.R t C-ie (swot.,tT tr+srAL A-I tens C. Attach three(3)copies of a drawing for other documentation)showing the amendment,extent and dimensions of the work. The drawing shall show the relation of the proposed worked to existing improvements. Drawmgs or other documentation provided and attached for proposed amendment: COPY or C3124GwA E?uc 2atL C.G2o7 D. When approved by the City Engineer,said drawing becomes a part of this permit. Ali conditions associated with the previously issued encroachment permit shall apply to the work contained in this amendment. E. Ali work shall conform to the City of Campbell Standard Specifications and Details for Public Works Construction;the General Permit Conditions listed on the reverse side;and the Special Provisions for this permit,listed below. Failure to abide by these conditions and provisions may result in job shutdown and/or forfeiture of Faithful Performance securities. The Applicant/Pcrmittee hereby agrees by affixing their signature to this permit to hold the City of Campbell.City of Campbell Redevelopment Agency,its officers,agents and employees free,safe and harmless from any claim or demand for damages resulting from the work covered by this amendment to the previously issued encroachment permit, The Applicant/Permittce hereby acknowledges t ave read and understand the requirements of this amendment, and that they wit; inform their contractor(s)of ati ACCEPTED iA� �$�t�+C��[�-> 5j -Z/-15- (Applicant/Permittec) (Sign) Date NOTES ALL WORK SHALL CONFORM WITH THE ATTACHED,APPROVED PLANS AND ALL APPLICABLE CAMPBELL STANDARD DETAJLS AND CONDITIONS. THE CONTRACTOR MUST HAVE THE ORIGINAL PERMIT AND ALL AMENDMENTS ON THE PROJECT SITE AT ALL TIMES. APPROVED FOR ISSUANCE 5/2 6( '5 for City Engineer Date L - 1' tForms1Encroachment Perm!.Amrndmert CITY OF CAMPBELL NCROACHMENT PERMIT mit No ANC 2-el at--062-437 DEPT.OF PUBLIC WORKS AMENDMENT No. 01 X-Ref.File 70 North First St. Application Date 5/24/I 4 Campbell,CA 95008 Amendment Date '5P2t I Irk (408)866-2150 Fax(408)376-0958 ISSUED A. Work address I00 WINCSSTE 0-112 (NtTFU B. Nature of CA pl�e� f /�1 e' Work hS.1til1 FtbC'r t�rFC ah tn/i�IcL►P ) �'�� r P IzMt-t L-t' C 20lLf-GGG2ca1 SHALT_ aNLY R.E-- PpuCdtf3LE FAR THc- ,* 2L Re,vTl= Tc tNc7gLL F1131-6 OPTIC A-Np e,+,cU NC( 13>= USim F3? Arty T CH(f`k�t OL Pxl,2trraA Mtll•kD aR Ft Pd' ' Eicc,pvA-ftc4,1 tN PL►13uc (Z,vAn, y lrvSrAu NC-w Cc f%1 r7. SEPAr2A rE ()EfaMtr5 12A Su f3AMtCD Fr,92 t'fw Crn►Ou(T tN5TAL s'-t tc s . C. Attach three(3)copies of a drawing(or other documentation)showing the amendment,extent and dimensions of the work. The drawing shall show the relation of the proposed worked to existing improvements. Drawings or other documentation provided and attached for proposed amendment: CoP`S Cr 4512t4LNAL P M1T 1E 2olit—c&2o7 D. When approved by the City Engineer,said drawing becomes a part of this permit. All conditions associated with the previously issued encroachment permit shall apply to the work contained in this amendment. E. All work shall conform to the City of Campbell Standard Specifications and Details for Public Works Construction;the General Permit Conditions listed on the reverse side;and the Special Provisions for this permit,listed below. Failure to abide by these conditions and provisions may result in job shutdown and/or forfeiture of Faithful Performance securities. The Applicant/Permittee hereby agrees by affixing their signature to this permit to hold the City of Campbell,City of Campbell Redevelopment Agency,its officers,agents and employees free,safe and harmless from any claim or demand for damages resulting from the work covered by this amendment to the previously issued encroachment permit. The Applicant/Permittee hereby acknowledges that they have read and understand the requirements of this amendment, and that they will inform their contractor(s)of the information. ACCEPTED • (Applicant/Permittee) (Sign) Date NOTES: ALL WORK SHALL CONFORM WITH THE ATTACHED,APPROVED PLANS AND ALL APPLICABLE CAMPBELL STANDARD DETAILS AND CONDITIONS. THE CONTRACTOR MUST HAVE THE ORIGINAL PERMIT AND ALL AMENDMENTS ON THE PROJECT SITE AT ALL TIMES. APPROVED FOR ISSUANCE for City Engineer Date J:` \Forms\Encroachment Permit Amendment RECENC_ Sifu Nttflix loo WincXlea NOV 07 2014 �f Piint Form CITY OF CAMPBELL ENCROACHMENT PER Permit No En/c 2c '-� -Cal()7 (for working within the u' Works Admiliis fiin DEPT.OF PUBLIC WORKS P 70 North First Street right-of-way) Application Date (t --11-4 Campbell,CA 95008 Application Expiration Date ,5 l-r Ph. (408)866-2150 Issued 1 ZQ ( 5 APN 1AZt{37..013 Fx. (408)376-0958 t I I Permit Expiration Date APPLICATION-Application is hereby made for a Public Works Permit in accordance with Campbell Municipal Code,Section 11.04. (Application expires in six (6) months if the permit is not issued. Application Fee is non-refundable.) A. Work Address or Tract No.: 100 Winchester Circle C 1YtC1' e%-k-ce- Nvd) CA.,..-10,e4Ave (34ss ) Utility Trench Location: E.Campbell Ave.x S.Bascom Ave. B. Nature of Work: Traffic control permit to dive manhole to verify existing available conduit) Ir+S'hs11 C. Attach four(4)copies of an engineered plan showing the location and extent of the work,and four(4)copies of the preliminary Engineer's Estimate of work. The plans shall show the relation of the proposed work to existing surface and underground improvements. When approved by the City Engineer,said plan becomes a part of this permit. D. All work shall conform to the City of Campbell Standard Specifications and Details for Public Works Construction;the General Permit Conditions listed on the reverse side;and the Special Provisions for this permit,listed below. Failure to abide by these conditions and provisions may result in job shutdown and/or forfeiture of Faithful Performance Sureties and cash deposits. (See General Permit Conditions 1 and 2.) E. The Contractor must have this permit and approved plans at the site and must notify the Public Works Department at least two days before starting work. Notice must be given to Public Works at least 24 hours before restarting any work. Name of Applicant: Zayo Group Telephone: 408.394.2796 Address: 2700 Merced St.San Leandro,CA 94577 E-Mail Address: vanessa.leija@zayo.com 24-HOUR EMERGENCY PHONE NUMBER: 702.337.1723 Is this work being done by the property owners at their own residence? [ YES IR NO The Applicant/Permittee hereby agrees by affixing their signature to this permit to hold the City of Campbell,its officers,agents,and employees free,safe and harmless from any claim or demand for damages resulting from the work covered by this permit. The Applicant/Permittee hereby acknowledges that they have read and understand both the front and back of this permit, and they will inform their contractor(s) of the information. Applicant is advised that upon issuance of this permit, property owner, or property owner's successors, shall be responsible for fjany (and all damages arising out of the condition of any p ivate improvements in the public right-of-way. Accepted: `r�+lil I�i5V� `^^�� I i 119 (Applicant Permittee) (sign) Date LJ (Contractor) (Print Name) Date SPECIAL PROVISIONS: 1. Street shall not be open cut for underground installations. Minimum cuts may be allowed for connections or exploration holes. Such cuts may be specifically approved by the Inspector prior to cutting. 2. Pavement may be cut for underground installations and must be restored in accordance with the Standard Details Trench Restoration Method "A",unless otherwise approved by the Engineer. 3. Work to be staked by a licensed Land Surveyor or Civil Engineer and two(2)copies of the cut sheets sent to the Public Works Department before starting work. 4. +Per Section 4216 of the Government Code this permit is not valid for excavations until Underground Service Alert(USA)has been notified and the inquiry identification number has been entered hereon. USA Phone: 1-800-227-2600. USA TICKET NO. 5. Prior to any work,the property owner shall execute an Agreement for Private Improvements in the Public Right-of-Way,which shall be recorded. 6. RublicNotiftation Requirements: Ar)gl'tIONAl- PEIR.MI T GN1b1'Cts>i,1S ,TTAcI-1 E p• �7. LANZ CLOSURE ALLc E-D 9 At 4.. 3 PM ON B.gSccM) CAMPRAt . AVER UN 10+N AYE I L W4'SAYE, SEE PUBLIC WORKS FEE SCHEDULE FOR CURRENT FEES AMOUNT RECEIPT NO. k iv tom-rC„re PERMIT APPLICATION FEE $ 3 5 ��(�1 S(.V D PLAN CHECK DEPOSIT $ SECURITY FOR FAITHFUL PERFORMANCE/LABOR&MATERIALS $ CONSTRUCTION CASH DEPOSIT $ _ PLAN CHECK&INSPECTION FEE $_ 5 tc 2 Ito _2564 Z l 2 54911 EMERGENCY PERMIT FEE $ APPROVED FOR ISSUANCE .� l /2.i1 /I5 For City Engineer Date Permit Expires 12 Months After Date of Issuance 2 3o CvN0iiiT .≥ (5co 3 2 1t-/„F) *�iS te I-604F) = 5,602 -8c GENERAL PERMIT CONDITIONS A Construction Cash Deposit is required. Charges will be made against this deposit if there is an emergency call-out,overtime inspection or when City ordered barricading is required. Any such costs in excess of the deposit will be billed to the Permittee. 2. A one-year maintenance period and surety are required. Such period will begin on date of written acceptance by the City. 3. Refund or the cash deposit balance and refund or cancellation of the Faithful Performance Surety will be initiated by the written acceptance of the work by the City. 4. Submit project schedule 10(ten)days prior to proposed start of work.Special provisions may be required for work within City facilities and downtown Campbell. 5. The Permittee must request in writing a final inspection and acceptance of the work upon completion. Acceptance by the City will be made in writing to the Permittee. 6. Maintain safe pedestrian and vehicular crossings and free access to private driveways,bus stops,fire hydrants,and water valves. 7. A Construction Traffic Control Plan and a Construction Schedule are required for all lane closures,detours,and street closures.This plan must be reviewed and approved prior to any lane closures. 8. A Construction Traffic Control Plan shall conform to the Caltrans Manual of Traffic Controls for Construction and Maintenance Work Zones,dated 1990,available at Caltrans.Traffic control equipment shall include Type II flashing arrow signs if required. 9. Replace as directed by the City Engineer any damaged or removed improvements in accordance with City Standards and Specifications at the sole expense of the Permittee. 10. Sawcut for all PCC or AC removals. All PCC removals shall be to the nearest scoremark and shall be doweled to existing improvements. 11. Prior approval of inspector is required for any work done after normal working hours,on weekends or holidays and may require reimbursement of inspection costs at the current overtime rate. 12. Adequate signing and barricading is required on the job site. Failure to provide such signing and barricading may result in the City's providing signing and barricades and charging the cost(including all labor and materials)against the cash deposit. 13. Compaction testing of subgrade,base rock,and asphalt concrete by Permittee is required unless otherwise stated by the City Engineer. 14. The Contractor or Permittee will have a supervisory representative available for contact on the project at all times during construction. Contractor or Permittee shall provide a phone number at which they can be contacted outside the hours of 8:00 a.m.to 4:00 p.m. 15. No storage of materials or equipment will be allowed near the edge of pavement,the traveled way,or within the shoulderline which would create a hazardous condition to the public. 16. This permit shall not be construed as authorization for excavation and grading on private property adjacent to the work or any other work for which a separate permit may be required,nor does it relieve the Permittee of any obligation to obtain any other permit required by law. 17. This permit does not release the Permittee from any liabilities contained in other agreements or contracts with the City and any other public agency. 18. This permit is not transferable. Work must be performed by the Permittee or his designated agent or contractor as specified thereon. 19. Call back(call out)due to emeregencies regarding this permit shall be at the current overtime rate with a three(3)hour minimum charge per occurrence. 20. Pursuant to Chapter 14.02 of the Campbell Municipal Code,applicant shall not cause to be discharged any material into the municipal storm drain system other than storm water. Applicant shall adhere to the BEST MANAGEMENT PRACTICES established by the Santa Clara Valley Urban Runoff Pollution Prevention Program. 21. If the public interest requires a modification of,or a departure from the plans and specifications,the City shall have the authority to require or approve any modification or departure and to specify the manner in which the same is to be made for City-owned or maintained facilities. 22. Permitttee must provide advance notification to all parties that may be affected by the permit activities. Notification shall be reviewed by the City prior to distribution and include dates of work and a contact name and phone number. Applicant shall be responsible for ensuring that all those providing services under the applicant are aware and understand all of the above conditions. Gin (� Le/g6C till (I LI Applicant Date: laS) Contractor (Print Name) Date: J:\FORMS\Templates\Encroachment Permits\Encroachment Permit STATIC form2.pdf Rev.02/14 Additional Permit Conditions November 19, 2014 Permit No. ENC 2014-00207 100 Winchester Circle (Netflix) 1. Location of new service boxes to be approved by the City prior to installation. 2. Submit construction schedule at least one week prior to the start of construction 3. Lane Closure hours are 9 am to 3 pm on Winchester Blvd,Union Ave,Railway Ave, and Bascom Ave. 4. The hours of work shall be 8:00 AM to 4:00 PM—Monday through Friday, excluding holidays. Syed Wahidi, Public Works Inspector H:\LETTERS-CORRESP\ZAYO-Netflix.doc PUBuc WORKS DEPARTMENT LAND DEVELOPME..- Effective July 1,2014 TO: City Clerk PUBLIC WORKS FILE NO. ` 11-t - Gc 2_ c-7 PROPERTY ADDRESS I GL iN` "(1 "`E' - C ✓ Please collect&receipt for the following monies: ACCT. I ITEM I AMOUNT LAND DEVELOPMENT 4722 Encroachment Permit Application Fee Non-Utility Encroachment Permit Major≥$10,000 $385.00 Minor Encroachment Permit<$10,000 $220.00 Initial R-1 Permit N/C Subsequent R-1 Permits within Two Year Period $220.00 Inspection Fee Minimum Charge per Location $385.00 Street Tree Planting/Removal N/C 2203 ($500 per Tree Planting Deposit Required) $500.00/tree 2203 Plan Check Deposit 2%of Engineer's Estimate $500.00 min Utility and R-1 Permits no deposit required 4722 Grading &Drainage Plan Review Single Family Lot $270.00 Site< 10,000 s.f. $810.00 Site≥ 10,000 s.f. <0.5 Acre $1,081.00 Site.≥0.5 Acre $1,621.00 4722 NPDES Review(C3 Requirements) For projects not required to submit numeric sizing $156.00 For projects required to submit numeric sizing Impervious Area 10,000 Sq. Ft to 1 Acre $676.00 Impervious Area 1 Acre or more $884.00 4722 For projects sent to Consultant for review Consultant Cost+20% Plan Check& Inspection Fee(Non-Utility) ›,477 -e - 4722 Enqr. Est. <$250,000 14%of Engineer's Estimate 2203 Engr. Est. ≥$250,000 and<$500,000 $35,000+8% of Engineers Estimate 2203 Engr. Est. ≥$500,000 $55,000+7% of Engineers Estimate 2203 Emergency Cash Deposit 4%of Engr. Est.*($500 min/$10,000 Max) 2203 Faithful Performance Security(FPS) 100% of ENGR.EST.* 2203 Labor and Materials Security 100%of ENGR.EST.* 4721 Storm Drainage Area Fee Per Acre R-1 $2,120.00 _(Multi-Res$2,385.00) (All Other$2,650.00) 4722 Parcel Map (4 Lots or Less) $3,850.00+$83/lot 4722 Final Tract Map(5 or More Lots) $4,681.00+$114/lot 2203 Monumentation Security 100%of City's Monumentation Estimate 4920 Parkland Dedication Fee(75%/25% Due Upon Cert.of Occupancy) 4722 Lot Line Adjustment(Includes Certificate of Compliance) $1,820.00 4722 Vacation of Public Streets&Easements $2,434.00 4722 Certificate of Compliance $1,800.00 4722 Certificate of Correction $540.00 4722 Appeal Filing Fee $200.00 4722 Notary Fee(per signature) $10.00 4722 Assessment Segregation or Reapportionment First Split $860.00 Each Additional Lot $270.00 511.7424 Postage MISCELLANEOUS Other(Please Specify) Engineer's Estimate shall be as approved by the City Engineer and shall include all items of work. TOTAL $ i G 7 7'. B G NAME OF APPLICANT 2.L(O —.'rep`-' NAME OF PAYOR 0 tp PHONE 305--__S-Dg'- l� ADDRESS X7Oa M.e>f Lea ro C4 ZIP C't{S 11 A I FOR RECEIVED / CITY CLERK Recei # 2S � J l AN 21 2015 ONLY Date pt e. , J f t. ;40/i;.,+i„te J: Date/ Initials J.\F DRM5\Templales\Admm,s4WVOWecepl Form land Developnenl to-15 N 0 0 0 O C 'G r CITY OF CAMPBELL RECUR BY: CASHIER 01000256911 PRYOR: Z <AYO GROUP LLC ? TODAY'S DATE: 01/21/15 0 REGISTER DATE: D1/21/15 TIME: 12:58 DESCRIPTION AMOUNT ENGR & SUBDIV FILING F $3,677.80 CUST ID: 100 WINCHESTER 14-207 TOTAL DUE: $3,677.80 CHECK PAID: $3,677.80 3 CHECK NO: 105063 0 TENDERED: $3,677.80 CHANGE: $.00 O a o r � U rt Z O C w 3 W cr Cr, CD v v O bo O rt O a al N N 4A g c O 3 O T 3 TJ fp W V n rn a Cr, 3 3 V c Q CO00m 0 rt PUBLIC WORKS DEPARTMENT LAND DEVELOPMENT Effective July 1,2014 TO: City Clerk PUBLIC WORKS FILE NO. t(\C PROPERTY ADDRESS Please collect&receipt for the following monies: ACCT. I ITEM ( AMOUNT LAND DEVELOPMENT 4722 Encroachment Permit Application Fee Non-Utility Encroachment Permit Major≥$10,000 $385.00 -)1!3 ' Minor Encroachment Permit<$10,000 $220.00 Initial R-1 Permit N/C Subsequent R-1 Permits within Two Year Period $220.00 Inspection Fee Minimum Charge per Location $385.00 Street Tree Planting/Removal N/C 2203 ($500 per Tree Planting Deposit Required) $500.00/tree 2203 Plan Check Deposit 2%of Engineer's Estimate $500.00 min Utility and R-1 Permits no deposit required 4722 Grading&Drainage Plan Review Single Family Lot $270.00 Site<10,000 s.f. $810.00 Site≥10,000 s.f. <0.5 Acre $1,081.00 Site≥0.5 Acre $1,621.00 4722 NPDES Review(C3 Requirements) For projects not required to submit numeric sizing $156.00 For projects required to submit numeric sizing Impervious Area 10,000 Sq. Ft to 1 Acre $676.00 Impervious Area 1 Acre or more $884.00 4722 For projects sent to Consultant for review Consultant Cost+20% Plan Check&Inspection Fee(Non-Utility) 4722 Engr.Est.<$250,000 14%of Engineer's Estimate \C'13 �` 2203 Engr.Est.≥$250,000 and<$500,000 $35,000+8%of Engineers Estimate 2203 Engr.Est. ≥$500,000 $55,000+7%of Engineers Estimate 2203 Emergency Cash Deposit 4%of Engr.Est.*($500 min/$10,000 Max) 2203 Faithful Performance Security(FPS) 100%of ENGR.EST.* 2203 Labor and Materials Security 100%of ENGR.EST.* 4721 Storm Drainage Area Fee Per Acre R-1 $2,120.00 (Multi-Res$2,385.00) (All Other$2 650.00) 4722 Parcel Map(4 Lots or Less) $3,850.00+$83/lot 4722 Final Tract Map(5 or More Lots) $4,681.00+$114/lot 2203 Monumentation Security 100%of City's Monumentation Estimate 4920 Parkland Dedication Fee(75%/25% Due Upon Cert.of Occupancy) 4722 Lot Line Adjustment(Includes Certificate of Compliance) $1,820.00 4722 Vacation of Public Streets&Easements $2,434.00 4722 Certificate of Compliance $1,800.00 4722 Certificate of Correction $540.00 4722 Appeal Filing Fee $200.00 4722 Notary Fee(per signature) $10.00 4722 Assessment Segregation or Reapportionment First Split $860.00 Each Additional Lot $270.00 511.7424 Postage MISCELLANEOUS I Other(Please Specify) C '_= *Engineer's Estimate shall be as approved by the City Engineer and shall include all items of work. TOTAL $ O NAME OF APPLICANT z4-.1 0` NAME OF PAYOR � v 2 A,,Sr C \p\r PHONE ��j� - � � — CS 7 J ADDRESS r•(\-r�r.ga 2 rj > CV-'ISOZIP FOR !RECEIVE BY CITY CLERK 7 l �J �/_�57 ONLY Date ( � f Receipt# (/ t�J Date/ Initials J'.WORMS\Temp1aleslAEmlmSlra5veWecelpl Form Land Oenlopmen114-15 DUPLICATE RECEIPT CITY OF CAMPBELL RECVD BY: CASHIER 0100025,5437 FAVOR: SAGEBRUSH CABLE TODAY'S DATE: 12/08:14 REGISTER DATE: 12/08/14 TIME: 14:48 DESCRIPTION AMOUNT ENGR & SUBDIV FILING F $385.00 CUST ID: ENC2Oi4-00207 ENGR & SUBDIV FILING F $1,925.00 CUST ID: ENC2014-00207 TOTAL DUE: $2,313.00 CHECK PAID: $2,310.00 CHECK NO: 2081 TENDERED: $2,310.00 CHANGE: 8.00 INSURANCE REQUIREMENTS CHECKLIST ( uJ004- be\'`\(-.S c\'"N\ '\,f\ C 1-?-.4,N e2 Permit# _ OP Project# Consultant/Contractor: Lc \ (;{(',,';\sr C i i C. *u\k--\L-\ e =)-V 1 The following insurance is required of all consultants/contractors working in the City of Campbell public right-of-way. Insurance certificates must be accepted by City staff before work can begin. These insurance requirements apply to work being performed under an Encroachment Permit and work being performed under contract for Capital Improvement Projects. Limits Commercial General Liability for bodily, personal injury and property damage: 1,000,000 per occurrence, and $1, 0,000 general aggregate limit applying separately to the project, or c $2,000,000 general aggregate limit. Policy expiration date S5/(ii S---- Automotive Liability: A "Any Auto" checked on certificate $1,000,000 per accident for bodily injury and property damage Policy expiration date ji iI Workers' Compensation and Employer's Liability p Waiver of Subrogation clause 4-.. $1,000,000 per accident for bodily injury or disease -eL Policy expiration date -1 I l IS-- Course of Construction (if required in Special Provisions) ❑ Completed value of the project o Policy expiration date Required Endorsements to General Liability and Automobile Liability Policies Additional Insured Endorsement: * The City, its officers, employees and volunteers are named as additional insured. (Reference Project Location/Permit Number) o The insurance coverage afforded to the Additional Insured is primary insurance. Cancellation area: Cancellation area of certificate edited to delete "endeavor to" and "but failure to mail such notice shall impose no obligation or liability of any kind upon the company, its agents or representatives". OR should say: * Should any of the above described policies be cancelled before the expiration date thereof, notice will be delivered in accordance with the policy provisions. o Workers' Compensation Insurance Sheet Submitted For General Contractor o For Developer or Owner J:\FORMS\Templates\Insurance Requirements\Insurance Requirements Cklict Tint IQo..ft'I 1 Al Acceptability of Insurer(s) o Insurer(s) has current A.M. Best Rating of A:VII and is authorized to transact business in the State of California. Name*ka,ke S ,-fie d,m\-f NAIC - Rating: XV Authorized in CA: , Name: \ic,,ItAe"S NAIC# 3Q,-t0-1`-FR ih: p 1 - Authorized in CA: Name: c,5v �lr � CG NAIC# Rating: Authorized in CA: Name: NAIC# Rating: Authorized in CA: OZ9 ozCA �.I i 5' 4 Campbell Business License # �'�� Expiration: 5 k S — tee vns (:‘3‘&.- Contractors License # 1.J/ (k Class: Expiration: Insurance Certificate Reviewed Initials Date Copy of Insurance Certificate placed in tickler file one month prior to expiration. J:\FORMS\Templates\Insurance Requirements\Insurance Requirements Cklist.doc (Rev 08 14) Page 2 lir 410 ACCPRE, CERTIFICATE OF LIABILITY INSURANCE Page 1 of 2 11/ 2(MM/DDIYYYY) THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND,EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S),AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(ies)must be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement.A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTACT NAMF- Willis of Colorado, Inc. PHONE FAX c/o 26 Century Blvd. (A/f:NO FXT) 877-945-7378 (A/C NC)) 888-467-2378 -MAP.O. Box 305191 ADDORIFss• certificates@willis.com Nashville, TN 37230-5191 INSURER(S)AFFORDING COVERAGE NAIL# INSURER A: The Travelers Indemnity Company 25658-001 INSURED INSURER B: Travelers Property Casualty Company of Am 25674-001 Zayo Group, LLC 400 Centennial Parkway INSURER C: Suite 200 Louisville, CO 80027 INSURER D: INSURER E: INSURER F: COVERAGES CERTIFICATE NUMBER:22361246 REVISION NUMBER:see Remarks THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED.NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN. THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR TYPE OF INSURANCE ADDL SUBF. POLICYNUMBER POLICY EFF Popp LIMITS EXP LTR (NSA IfYV� ( ) ( ) A X COMMERCIAL GENERAL LIABILITY Y Y 6309B867518IND14 8/1/2014 8/1/2015 EACH OCCURRENCE $ 1,000,080 DD99MMppGGEETT?pI�ENTED CLAIMS-MADE X OCCUR PREMISES(taoccurence) $ 1,000,000 MED EXP(Any one person) $ 10,000 PERSONAL SADVINJURY $ 1,000,000 GEM.AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $ 2,000,000 POLICY PRO- JECT X LOC PRODUCTS-COMP/OP AGG $ 2,000,000 OTHER: $ A AUTOMOBILEUABIUTY Y Y 8105121N520TIA14 8/1/2014 8/1/2015 FEeac8alNdet?INGLELIMIT $ 1,000,000 X ANY AUTO BODILY INJURY(Per person) $ ALL OWNED SCHEDULED AUTOS AUTOS BODILY INJURY(Per accident) $ X HIRED AUTOS X NON-OWNED PROPERTY DAMAGE AUTOS (Per accident) B X UMBRELLALIAB X OCCUR Y Y CUP5121N520TIL14 8/1/2014 8/1/2015 EACH OCCURRENCE $ 5,000,000 EXCESS LIAB CLAIMS-MADE AGGREGATE $ 5,000,000 DED I 'RETENTIONS $ WORKERS COMPENSATION PER OTH- ANDEMPLOYERS'LIABILITY Y/N STATI ITF I ER ANY PROPRIETOR/PARTNER/EXECUTIVE N/A E.L.EACH ACCIDENT $ OFFICER/MEMBER EXCLUDED? (Mandatory In NH) E.L.DISEASE-EA EMPLOYEE $ E yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES(ACORD 101,Addltonal Remarks Schedule,may be attached If more space Is required) THIS VOIDS AND REPLACES PREVIOUSLY ISSUED CERTIFICATE DATED: 10/15/2014 WITH ID: 22260311 Re: Netfilx - 100 Winchester Circle. City of Campbell is included as an Additional Insured as respects to General Liability, Auto Liability and Umbrella Liability. awc, koN -- abl CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE City of Campbell 70 N.lst Street Campbell, CA 95008 / C . 13-4---‘4—a,— coil:4567 831 Tp1:1846133 Cert:22361246 ©11988--2014 ACORD CORPORATION.All rights reserved. ACORD 25(2014/01) The ACORD name and logo are registered marks of ACORD AGENCY CUSTOMER ID: 10087 LOC#: - ARO® ADDITIONAL REMARKS SCHEDULE Page-2 of 2 AGENCY NAMED INSURED Zayo Group, LLC Willis of Colorado, Inc. 400 Centennial Parkway POLICY NUMBER Suite 200 Louisville, CO 80027 See First Page CARRIER NAIC CODE See First Page EFFECTIVE DATE: See First Page ADDITIONAL REMARKS THIS ADDITIONAL REMARKS FORM IS A SCHEDULE TO ACORD FORM, FORM NUMBER: 25 FORM TITLE: CERTIFICATE OF LIABILITY INSURANCE General Liability policy shall be Primary to any other insurance in force for or which may be purchased by Additional Insured. Waiver of Subrogation applies in favor of City of Campbell with respects to General Liability, Auto Liability and Umbrella Liability. ACORD 101 (2008/01) Co11:4567831 Tp1:1846133 Cert:22361246 ©2008ACORDCORPORATION.Allrightsreserved. The ACORD name and logo are registered marks of ACORD 7 ® DATE(MM/DD/YYYY( ACRD CERTIFICATE OF LIABILITY INSURANCE 10/15/14 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(ies)must be endorsed.If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement.A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTACT Aon Risk Services,Inc of Florida NAME: Aon Risk Services,Inc of Florida 1001 Brickell Bay Drive,Suite#1100 PHONE I FAX Miami,FL 33131-4937 (A/C,No,Eel):800-743-8130 (A/C,No):800-522-7514 EMAIL ADDRESS: ADP.COI.Center@Aon.com INSURER(S)AFFORDING COVERAGE NAIC# INSURER A: National Union Fire Ins Co of Pittsburgh 19445 INSURED INSURER B: ADP TotalSource MI VII,LLC 10200 Sunset Drive INSURER C: Miami,FL 33173 L/C/F INSURER D: Zayo Group LLC DBA Zayo Group LLC INSURER E: 400 Centennial Parkway Suite 200 Louisville,CO 80027 INSURER F: COVERAGES CERTIFICATE NUMBER:937882 REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. =1 (c t( :V/J ODE AS DrOOES(E.L) INSR TYPE OF INSURANCE ADDL SUBR POLICY NUMBER POLICY EFF POLICY EXP LIMITS LTR INSR WVD (MM/DD/YYYY) (MM/DD/YYYY) COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ DAMAGE TO RENTED CLAIMS-MADE r OCCUR PREMISES(Ea occurrence) $ MED EXP(Any one person) $ PERSONAL&ADV INJURY $ GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $ POLICY PROJECT LOC PRODUCTS-COMP/OP AGG $ OTHER $ AUTOMOBILE COMBINED SINGLE LIMIT LIABILITY (Ea accident) $ _ANY AUTO BODILY INJURY(Per person) $ ALL OWNED SCHEDULED AUTOS AUTOS BODILY INJURY(Per accident) $ — NON-OWNED PROPERTY DAMAGE HIRED AUTOS _AUTOS (Per accident) $ UMBRELLA LIAB _OCCUR EACH OCCURRENCE $ EXCESS LIAB CLAIMS-MADE AGGREGATE $ DEC I I RETENTION S WORKERS COMPENSATION X I PER I I OTH- A AND EMPLOYERS'LIABILITY Y/N N WC 094181522 CA 07/01/14 07/01/15 STATUTE ER ANY PROPRIETOR/PARTNER/EXECUTIVE OFFICER/MEMBER EXCLUDED? N/A X E.L.EACH ACCIDENT $ 2,000,000 (Mandatory in NH) E.L.DISEASE-EA EMPLOYEE $ 2,000,000 If yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ 2,000,000 DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES(ACORD 101,Additional Remarks Schedule,may be attached if more space is required) WAIVER OF SUBROGATION IN FAVOR OF CERTIFICATE HOLDER AS RESPECTS OF JOB PERFORMED BY ZAYO GROUP LLC DBA ZAYO GROUP LLC AS REQUIRED BY WRITTEN CONTRACT. All worksite employees working for the above named client company,paid under ADP TOTAL SOURCE,INC's payroll,are covered under the above stated policy. -o' <-f oa p_0 7 CERTIFICATE HOLDER CANCELLATION City of Campbell SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE 70 N.1st Street THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN Campbell,CA 95008 ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE 040/2 Cit4L/ 5etvieeb, Cinc of c f fo'tida ©1988-2014 ACORD CORPORATION.All rights reserved. ACORD 25(2014/01) The ACORD name and logo are registered marks of ACORD WAIVER OF OUR RIGHT TO RECOVER FROM OTHERS ENDORSEMENT-CALIFORNIA This endorsement changes the policy to which it is attached effective on inception date of the policy unless a different date is indicated below. (The following"attaching clause"need be completed only when this endorsement is issued subsequent to preparation of the policy). This endorsement. Effective on 10/15/2014 at 12:01 AM,forms a part of Policy No.WC 094181522 Issued to: ADP TotalSource MI VII, LLC By: National Union Fire Ins Co of Pittsburgh 10200 Sunset Drive Miami, FL 33173 UC/F Zayo Group LLC DBA Zayo Group LLC 400 Centennial Parkway Suite 200 Louisville, CO 80027 Premium:N/A We have the right to recover our payments from anyone liable for an injury covered by this policy.We will not enforce our right against the person or organization named in the Schedule.(This agreement applies only to the extent that you perform work under a written contract that requires you to obtain this agreement from us). You must maintain payroll records accurately segregating the remuneration of your employees while engaged in the work described in the Schedule. The additional premium for this endorsement shall be Additional Premium Percent%of the California workers'compensation premium otherwise due on such remuneration. Schedule Person or Organization City of Campbell 70 N. 1st Street Campbell,CA 95008 WC 04 03 06 Countersigned by (Ed.4-84) Authorized Representative Client#:6761 HPCOMMUN DATE(MMIDOIYYYY) ACORD,. CERTIFICATE OF LIABILITY INSURANCE 7/11/2014 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND,EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW.THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S),AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT:If the certificate holder Is an ADDITIONAL INSURED,the policy(ies)must be endorsed.If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement.A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER C6RTACT NAME: Dawn Walter Barney&Barney r,e";,,E,),858-587-7540 FAx E-MAIL IArc,No,:858-909A70? P.O.Box 85638 ADDRESS: dawn.watter@barneyandbarney.com CA License#01418131 San Diego,CA 92122 INSURER(S)AFFORDING COVERAGE IN=E INSURER A:Old Republic General Insurance 24139 INSURED INSURER e:Liberty Insurance Underwriters 19917 HP Communications Inc. INSURER c:Atlanta Specialty Insurance Corn 31925 13341 Temescal Canyon Road INSUkERD: Corona,CA 92883 INSURER E: INSURER F: COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR TYPE OF INSURANCE ADOLSUBR POLICY EFF POLICY EAR LIRINSR WVD POLICY NUMBER IMM/DD/YYYY) (MYJDOJYTTT) SRS A GENERALLIASILm X X A1CG94571405 07/15/2014 07/15/2015 EACH OCCURRENCE !s1,000,000 X COMMERCIAL GENERAL oo LIABILITY pMII,M oc^.umncs) $50,000 CLAIMS-MADE (_XI OCCUR MED EXP(Arty one person) S 10,000 PERSONAL&ADV INJURY S 1,000,000 GENERAL AGGREGATE 52,000,000 GENL AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMP/OP AGG s2,000,000 —1 POLICY i l LOC S A AUTOMOBILE UABILITY X X A1CA94571405 07/15/2014 07/1512015 COMBINED SINGLE LIMIT f OMEINEntl s1,000,000 X ANY AUTO BODILY INJURY(Per person) S AU.OWNED SCHEDULED AUTOS AUTOS BODILY INJURY(Per accident) S _ X HIRED AUTOS X TON•OWNED PROPERTY�accident) AU B X UMBRELLA LIAB X OCCUR 100004938906 07/15/2014 07/15/201 EACH OCCURRENCE I s9,000,000 EXCESS LIAO CLAIMS-MADE AGGREGATE 59,000,000 (DED I I RETENTION S A WORKERS COMPENSATION X A1CW92741403 07/15/2014 07/15/201 X ITORSYri^Mrrs 0TH AND EMPLOYERS'LIABILITY ANY PROPRIETORJPARTNERIEXECUTIVE(Y I.N EL.EACH ACCIDENT 51,000,000 OFFICERJMEMBER EXCLUDED? LN N I A (Mandatory In NH) E.L.DISEASE-EA EMPLOYEE $1,000,000 M ss,desolbe undo, DESCRIPTION OF OPERATIONS blow EL DISEASE-POLICY UNIT I$1,000,000 C Equipment Floater 710033661001 07/15/2014 07/15/20151 Scheduled 5872,085 Leased/Rented 5100,000 installation$650,000 DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES(Attach ACORO 101,Addlbonal Remarks Schedule,If more space Is required) Zayo Group,LLC its parent,subsidiaries and affiliates,and their agents,employees,directors&officers are named as Additional Insured with respects all liabilities(except Workers'Comp/Employer's Liability) ATIMA. \,1\ \t\tS\r M CERTIFICATE HOLDER CANCELLATION Zayo Group,LLC SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN Attn:Melissa III ACCORDANCE WITH THE POLICY PROVISIONS. 400 Centennial Parkway,Suite 200 Louisville,CO 80027-0000 AUTHORIZED REPRESENTATIVE L)a um CcJQ LA 01988-2010 ACORD CORPORATION.All rights reserved. ACORD 25(2010105) 1 of 1 The ACORD name and logo are registered marks of ACORD #S94822/M94047 HSIJ f • INSURANCE REQUIREMENTS CHECKLIST Permit# CIP Project# Consultant/Contractor: 2_O.yr) G< The following insurance is required of all consultants/contractors working in the City of Campbell public right-of-way. Insurance certificates must be accepted by City staff before work can begin. These insurance requirements apply to work being performed under an Encroachment Permit and work being performed under contract for Capital Improvement Projects. Limits Commercial General Liability for bodily, personal injury and property damage: -76, $1,000,000 per occurrence, and ❑ $1,000,000 general aggregate limit applying separately to the project, or L $2,000,000 general aggregate limit. k Policy expiration date 7,/II Automotive Liability: "Any Auto" checked on certificate )5- $1,000,000 per accident for bodily injury and property damage 6—Policy expiration date 71ç/i Workers' Compensation and Employer's Liability ❑ Waiver of Subrogation clause lit $1,000,000 per accident for bodily injury or disease r3,Policy expiration date 7//5 /(S-- Course of Construction (if required in Special Provisions) ❑ Completed value of the project ❑ Policy expiration date Required Endorsements to General Liability and Automobile Liability Policies Additional Insured Endorsement: ❑ The City, its officers, employees and volunteers are named as additional insured. (Reference Project Location/Permit Number) ❑ The insurance coverage afforded to the Additional Insured is primary insurance. C ncellation area: ❑ Cancellation area of certificate edited to delete "endeavor to" and "but failure to mail such notice shall impose no obligation or liability of any kind upon the company, its agents or representatives". OR should say: Should any of the above described policies be cancelled before the expiration date thereof, notice will be delivered in accordance with the policy provisions. ❑ Workers' Compensation Insurance Sheet Submitted --.. For General Contractor ❑ For Developer or Owner J:\FORMS\Templates\Insurance Requirements\Insurance Requirements Cklist.doc (Rev 02 14) Page 1 0 ID Acceptability of Insurer(s) ❑ Insurer(s) has current A.M. Best Rating of A:VII and is authorized to transact business in the State of California. Name: NAIC# Rating: Authorized in CA: Name: NAIC # Rating: Authorized in CA: Name: NAIC# Rating: Authorized in CA: Name: NAIC # Rating: Authorized in CA: o Campbell Business License # Expiration: o Contractors License # Class: Expiration: Insurance Certificate Reviewed Initials Date o Copy of Insurance Certificate placed in tickler file one month prior to expiration. J:\FORMS\Templates\Insurance Requirements\Insurance Requirements Cklist.doc (Rev 08 14) Page 2 • ACCDRE3ry ADDITIONAL REMARKS SCHEDULE Page 2 of 2 Acmacr NAMED INSURED Barney&Barney HP Communications Inc. 13341 Temescal Canyon Road POLICY NUMBER Corona,CA 92883 CARRIER NAIC CODE EFFECTIVE DATE:. ADDITIONAL REMARKS THIS ADDITIONAL REMARKS FORM IS A SCHEDULE TO ACORD FORM, FORM NUMBER: 25 FORM TITLE: Certificate of Liability Insurance ADDITIONAL COVERAGE D-Railroad Protective Liability - #APPSC0948320102 7/15/2014 - 7/15/2015 $3,000,000 Any One Occurrence $6,000,000 Policy Aggregate E-Professional Liability - #APPPGIARK0099902 7/15/2014 - 7/15/2015 $2 ,000,000 Each Claim Limit $4,000,000 Policy Aggregate $25,000 Deductible Each Claim F-Pollution Coverage Lloyd's of London #APPPGIARK0099902 7/15/2014 - 7/15/2015 $5,000,000 Each Claim Limit $5 ,000,000 Aggregate $25 ,000 Deductible Each Claim F-Crime/Employee Theft of Client Property; #105983294 Eff: 8/20/2013 - 8/20/2014 $1,000,000 Limit $10,000 Retention ACORD 101(2008/01) ®2008 ACORD CORPORATION. All rights reserved. The ACORD name and logo are registered marks of ACORD � N INSURED: HP Communications Inc POLICY#: A1CG94571405 POLICY PERIOD: 07/15/2014 TO 07/1512015 OLD REPUBLIC GENERAL INSURANCE CORPORATION CHANGES ADDITIONAL INSURED PRIMARY WORDING SCHEDULE THIS ENDORSEMENT CHANGES THE POLICY, PLEASE READ IT CAREFULLY, TH'S ENDORSEMENT MODIFIES INSURANCE PROVIDED UNDER THE FOLLOWING: COMMERCIAL GENERAL LIABILITY COVERAGE FORM Name of Additional Insured Person(s) Location(sj of Covered Operations Or Organiization(s): As required by written contract information required to complete this Schedule, if not shown above_wil be shown in the Declarations. The insurance provided by this endorsentent is primary insurance and we will not seek contribution from any other insurance of a like kind available to the person or organization shown ;n the schedule above unless the other insurance is provided by a contractor other than the person or organization shown in the schedule above for the same operation and job location. It so,we will share with that other insurance by the method described in paragraph 4.c.of Section IV—Commercial General L ability Conditions. All other terms and concition5 remain unchanged CG EN GN 0029 09 06 C INSURED: HP Communications Inc POLICY#: AtCA94571405 POLICY PERIOD: 07/1512014 TO 07/1512 01 5 COMMERCIAL AUTO CA 00 01 10 13 BUSINESS AUTO COVERAGE FORM Various provisions in this policy restrict coverage SECTION I—COVERED AUTOS Read the entire policy carefully to determine rights, Item Two o[the Declarations shows the 'autos"that duties and what is and is not covered. are covered"autos"for each of your coverages The Throughout this policy the words 'you' and "your" following numerical symbols describe the 'autos"that refer to the Named Insured shown in the Declarations may be covered"autos".The symbols entered next to The words'wee,"us" and "our"refer to the company a coverage on the Declarations designate the only providing this insurance "autos'that are covered"autos". Other words and phrases that appear in quotation A. Description Of Covered Auto Designation mania have special meaning. Refer to Section V — Symbols Detnttions. Symbol Description Of Covered Auto Designation Symbols 1 Any'Auto" 2 Owned"Autos' Only those"autos'you own(and for Covered Autos Liability Coverage any Only "trailers'you don't own while attached to power units you own).This includes those"autos"you acquire ownership of after the policy begins. 3 Owned Private Only the private passenger'autos"you own.This Includes those private Passenger passenger"autos"you acquire ownership of after the policy begins. 'Autos'Only 4 Owned Only those'autos"you own that are not of the private passenger type(and for 'Autos"Other Covered Autos Liability Coverage any"trailers'you don't own while attached to Than Private power units you own) This includes those"autos"not of the private passenger Passenger type you acquire ownership of after the policy begins. 'Autos"Only 5 Owned"Autos' Only those'autos'you own that are required to have no-fault benefits in the state Subject To where they are licensed or principally garaged.This includes those"autos"you No-fault acquire ownership of after the policy begins provided they are required to have no- fault benefits in the state where they are icensed or principally garaged. 6 Owned'Autos' Only those'autos'you own that because of the law in the state where they ere Subject To A icensed or principally garaged are required to have and cannot reject Uninsured Compulsory Motorists Coverage.This includes those"autos'you acquire ownership of after the Uninsured policy begins provided they are subject to the same state uninsured motorists Motorists Law requlremenL 7 Specifically Only those'turtos"described in item Three of the Declarations for which a Described premium charge is shown(and for Covered Autos liability Coverage any'trailers" "Autos" you don't own white attached to any power unit described in Item Three). 9 Hired'Autos' Only those'autos"you lease,hire,rent or borrow.This does not include any'auto' Only you lease,hire,rent or borrow from any of your"employees",partners(if you are a partnership),members(If you are a limited lability company)or members of their households 9 Non-owned Only those'autos'you do not own,lease,hire,rent or borrow that are used in "Autos'Only connection with your busmen.This includes'autos'owned by your"employees', partners(if you are a partnership),members(if you are a limited Rabidly company) or members of their households but only while used in your business or your personal affairs. CA 00 01 10 13 C Insurance Services Office,Inc.,2011 Page 1 of 12 iir 19 Mobile Only those'autos'that are land vehicles and that would qualify under the definition Equipment of'mobile equipment"under this policy If they were not subject to a compulsory or Subject To financial responsibility law or other motor vehicle insurance law where they are Compulsory Or licensed or principally garaged. Financial Responsibility Or Other Motor Vehicle Insurance Law Only B. Owned Autos You Acquire After The Policy SECTION II—COVERED AUTOS LIABILITY Begins COVERAGE 1. If Symbols 1, 2, 3, 4, 5, 6 or 19 are entered A. Coverage next to a coverage in Item Two of the We will pay all sums an insured'legally must pay Declarations, then you have coverage for as damages because of'bodily injury"or "autos'that you acquire of the type described � 1 "property for the remainder of the policy period. damage'a to which this insurance apples, caused by an'accident"and resulting from the ownership, 2. But, if Symbol 7 is entered next to a coverage maintenance or use of a covered`auto". in item Two of the Declarations,an"auto'you We will also pay all sums an Insured'legally must acquire will be a covered "auto' for that pay es polcostlution expense' to coverage only It which this insurance applies caused an a. We already cover all "autos"that you own 'accidenr and resulting from the ownership, for that coverage or it replaces an "auto' maintenance or use of covered"autos".However, you previously owned that had that we will only pay for the "covered pollution cost or coverage;and expense' if there is either 'bodily injury" or b. You tell us within 30 days after you acquire 'property damage'to which this insurance apples it that you want us to cover it for that that is caused by the same"accident". coverage. We have the right and duty to defend any C. Certain Trailers,Mobile Equipment And insured`against a'suir asking for such damages Temporary Substitute Autos or a'covered pollution cost or expense' However, If Covered Autos Liability Coverage is provided by we have no duty to defend any"insured"against a this Coverage Form, the following types of "propertyp damage" seeking ed"or a"covered for "bodily Injury" or vehides are also covered "autos" for Covered expense' damage'or a insurance pollution cost a or Autos Liability Coverage W y" whichinvestigate this ttle any does not apply. may and settle any claim or"soda 1. "Traders"with a load capacity of 2,000 pounds as we consider appropriate.Our duty to defend or or less designed primarily for travel on public settle ends when the Covered Autos Liability roads. Coverage Limit of Insurance has been exhausted 2. 'Mobile equipment" while being carried or by payment of judgments or settlements towed by a covered"auto'. 1. Who Is An Insured 3. Any'auto'you do not own while used with the The following are'insureds": permission of its owner as a temporary a. You for any covered'auto'. substitute for a covered "auto'you own that is out of service because of its. b. Anyone else while using with your a. Breakdown, permission a covered"auto'you own, hire or borrow except b. Repair; (1) The owner or anyone else from whom c. Servicing, you hire or borrow a covered'auto". d. "Loss`,or This exception does not apply if the e Destruction. covered"auto"is a"trader"connected to a covered"auto'you own. Page 2 of 12 C Insurance Services Office,Inc,2011 CA 00 01 1013 (2) Your`employee"if the covered"auto"is These payments will not reduce the Limit of owned by that"employee"or a member Insurance. of his or her household. b. Out-of-state Coverage Extensions (3) Someone using a covered 'auto" while Wilde a covered "auto' is away from the he or she Is working in a business of state where it is licensed,we will: selling, servicing, repairing, parking or storing 'autos" unless that business Is (1) Increase the Limit of Insurance for yours Covered Autos Liability Coverage to (4) Anyone other than your "employees", meetco the specified res by a ility partners (if you are a partnership), law of uthery or financial nwherethe covered members (d you are a limited liability law the jurisdiction the t nsion company) or a lessee or borrower or moo" is being used. This extensis on any of their'employees", white moving specified does not apply to the limit governingo o or property to or from a covered"auto". carriers oft passy engers orproperty. motor p g� (5) A partner(if you are a partnership)or a (2) Provide the minimum amounts and member (if you are a limited liability types of other coverages, such as no- company)for a covered'auto'owned by fault,required of out-of-state vehicles by him or her or a member of his or her the jurisdiction where the covered"auto" household. is being used. c. Anyone liable for the conduct of an We win not pay anyone more than once for insured' described above but only to the the same elements of loss because of extent of that liability. these extensions. 2. Coverage Extensions B. Exclusions a. Supplementary Payments This insurance does not apply to any of the We w7 pay for the Insured'. following. (1) Ail expenses we incur. 1. Expected Or intended Injury (2) Up to $2,000 for cost of bait bonds "Bodily injury" or'property damage" expected (including bonds for related traffic law or intended from the standpoint of the violations) required because of an "insured", "accident"we cover.We do not have to 2. Contractual furnish these bonds. (3) the cost of bonds to release Uab�ty assumed under any contract or attachments in any 'suit' against the agreement. "insured" we defend, but only for bond But this exclusion does not apply to liability for amounts within our Limit of Insurance. damages: (4) All reasonable expenses incurred by the a. Assumed in a contract or agreement that is 'Insured'at our request,including actual an `insured contract", provided the "bodily loss of earnings up to $250 a day injury or "property damage" occurs because of time off horn work. subsequent to the execution of the contract t(5) All court costs taxed against the or agi°emen or "insured' in any `sutt" against the b. That the insured" would have In the "insured" we defend. However, these absence of the contract or agreement. payments do not include attorneys'fees 3. Workers'Compensation or attorneys'expenses taxed against the Any obligation for which the "insured" or the Insured'. Irk" insurer may be held liable under (6) Al interest on the full amount of any any workers' compensation,disability benefits judgment that accrues after entry of the or unemployment compensation law or any judgment in any "suit' against the shmdar law. Insured"we defend,but our duty to pay interest ends when we have paid, offered to pay or deposited in court the part of the judgment that is within our Limit of Insurance. CA 00 01 10 13 ®Insurance Services Office,Inc.,2011 Page 3 of 12 INSURED: HP Communications Inc. POLICY#: A1CW927a1403 POLICY PERIOD: 07/15/2014 TO 07/15/2015 OLD REPUBLIC GENERAL INSURANCE CORPORATION WAIVER OF OUR RIGHT TO RECOVER FROM OTHERS ENDORSEMENT THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. THIS ENDORSEMENT MODIFIES INSURANCE PROVIDED UNDER THE FOLLOWNG: WORKERS'COMPENSATION AND EMPLOYERS LIABILITY INSURANCE We have the right to recover our payments from anyone liable for an injury covered by this policy, We will not enforce our right against the person or organization named in the Schedule This agreement applies only to the extent that you perform work under a written contract that requires you to obtain this agreement from us This agreement shall not operate directly or indirectly to benefit anyone not named in the Schedule, Schedule WHEN REQUIRED BY WRITTEN CONTRACT. The premium charge for this endorsement is $0.00 AUTHORIZED REPRESENTATIVE DATE WC 99 0315(09106) INSURED: HP Communications Inc. POLICY#: A1CG94571405 POLICY PERIOD: 07/15/2014 TO 07/15/2015 CC20100413 THIS ENDORSEMENT CHANGES THE POLICY.PLEASE REM)IT CAREFULLY. ADDITIONAL INSURED- OWNERS, LESSEES OR CONTRACTORS- SCHEDULED PERSON OR ORGANIZATION This endorsement modifies insurance provided under the following: Commercial General Liuhilily Coverage Part SCHEDULE Name Of Atkiitiunui insured Periwigs) Or Orgnnizatlon(s) Locatlontal Of Covered Operations Zayo Group,LLC its parent,subsidiaries and affiliates, Zayo Group,LLC and their agents,employees,directors&officersare named as Additional Insured with respects at liabilities except Workers'Comp/Employer's Uability)ATIMA. Information reganred to complete this Schedule.if not shown above,wil be shown in the Declarations A. Section I I Who Is An Insured i.ii amended to include as an additional insured the person(s)or arganI eulon(s)shown in the Schedule,but only with respect to habdin•for"bodily injury",'property damage"or"personal and advertising injury' mused,in whole or in purl,by 1. Your acts or omissions,or 2. The acts or omissions of-those acting on your behalf. in the performance of your ongoing operations for the additional insureds a)et the 6ucat,uxn(s)(imputed above However 1. The insurance afforded to such additional insured only applies to the extent permitted by law;and 2. if coverage provided to the additional insured is required by a contract or agreement,the insurance afforded to such additional insured will not be broader than that which you arc required by the contract or agreement to provide for such additional insured. H With respect to the uisnrance afforded to these additional insureds,the following additional exclusions apply' This insurance does not apply to"bodily injury'or'property damage occurring after. I. All work,including materials,parts or equipment furnished in connection with such work,on the project(other than service,maintenance or repairs)to be performed by or on behalf of the additional insureds)at the location of the covered operations has hen completed;or 2. That portion of'your work'out of which the injury or damage arises has been put in its intended use by any person or organization other than another contractor or subcontractor engaged in performing operations far a principal an a part of the same protect C. With respect to the insurance afforded to these additional insureds•the following is added to Section III—Litaib Of insurance: CCt tai 11104 I3 1 of 7 4 If coverage provided to the additional insured is inquired by a contract or agreement,the most we will pay on behalf of the additional insured is the amount of insurance: 1. Required by the contractor agreement;or 2. Availahk under the applicable limits of Insurance shown in the Declarations; whtLhtever is less. This endorsement shall not increase the applicable Limits of Insurance shown in the Declarations CG201004l3 2oC2 INSURED: HP Communications Inc. POLICY#: A1CG94571405 POLICY PERIOD: 07/15/2014 TO 07/15/2015 CG 20 37 0413 'PHIS ENDORSEMENT CHANGES THE POLICY.PLEASE READ IT CAREFULLY. ADDITIONAL INSURED- OWNERS, LESSEES OR CONTRACTORS- COMPLETED OPERATIONS This endorsement modifies insurance provided under the following: Commercial General Liability Coverage Part SCItfDI!LE rsaane(f Additional Tenured Peririn(%) Or Orguraicationfati Locution And 9e.criplian Of Completed Operations Zayo Group,LLC Its parent,subsidiaries and affiliates, Zayo Group,LLC and their agents,employees,directors 8 officersare named as Additional Insured with respects all liabilities r, except Workers'Comp/Employer's Uabiiity)ATIMA Information required to complete th s Schedule.if not shown above,will be shown in the Declarations A. Section II—Who Is An Insured is amended to Include as an additional insured the person(s)or org:morntitm(s)shown m the Schedule,but only with respect to liability for'bodily injury'or'property damage"caused,in whole or in part,by "_your work"as the Madam desigraited and described in the Schedule of this endorsement performed for that ucklautin is insured and included in the'products-completed operations hazard". However. 1. The inuarnince afforded to such additional insured only applies to the extent permitted by inw,and 2. If coverage provided to the additional insured is required by a contract or agreement the insurance afforded to such additional insured will not he Meader than that which you are required by the contract or agreement to provide Tor such additional insured. tr With respect to the insurance afforded to these additional insureds,the fnllenyin is added to Section 111 Limits Or Insuruncr: If coverage provided to the additional insured is required by a contract or agreement,the most we wilt pay on behalf of the additional insured is the amount of Insurance 1. Required by the contract or agreement or 2. Available under the apphctble LAmin;orInsurance shinvn or the Ikclamyinns; whichever w lees This endorsement shall not increase the applicable Limits of Insurance shown in the Declarations CG203704I3 lrefl' THIS IS FOR NEW BUILD ONLY. SEE SEP'ARATE PACKAGE FOR ATT CONDUIT VERIFICATION. ,V� lit1 lc1 �C11Zp\4 wro`KS JURISDICTIONS p‘b��c NEW—BUILD FIBER CONNECTION CITY OF CAMPBELL AERIAL 8( UNDERGROUND ZAYO GROUP NET FLIX 100 WINCHESTER CIR LOS GATOS, CA Williams Rd °i ' .r` A tt I DRAWING INDEX �a", s1okE,S'> ,Ffa q ,�a' ,arJlon W Ave Ham:3on Ave E Hamiltoe'Ave rlamdtor.:.., a e NUMBER SHEET TITLE ^t O _ 'L 1. 1 T-1 TITLE SHEET y' W campoPII Ave Camp I START,•,,,,,, 2 G-1 GENERAL NOTES 4 0+00 P g o a,:' T N G .7''3 & 23 C-1 & C-21 CONSTRUCTION DRAWING ,, t,��,' a 24 & 25 CD-1 & CD-2 CONSTRUCTION DETAILS oga . 14-'7,7"`c,;;� 26 — 40 TR-1 THRU TR-15 TRAFFIC CONTROL c�i'T'r;:` .4 ry� ..._ i. PROJECT ps. `°3047°, / LOCATION'' ein.,�y --...__....._ �woM,pa EL( END `"'07.7, �ros-ambrian Park 179+20 — -1VeK,(„ l0 •-10 - 2c L c I%vvt 333 i*" 147 -4 706 -1 70o 4 3or, .} 108 270 '1 (506 �x is2.7, 4 (18o8x T 1• 41 1 New M H 1 l' 170 I35G + 2 92 8 -- N tw 11 7 F'''' = 7 r, t 170 : 4-1)10 ----,. -. sr1onte rend l".,,. op R. Tr. Ihsl, ��f s 17 7.. y1�2•6t S��Z PROJECT LOCATION -11DIPI No. DATE BY DESCRIPTION APR'VD ZAYO GROUP SBE JOBNO.: SHEET#: ZAYO GROUP Sagebrush Engineering 0 12,02/14 BD ISSUED FOR REVIEW SBE ATT JOB NO.: Know what's below. Call before you dig EDUARDO LOPEZ BEATRcOmMurlICE STEengin G ._ NET FLIX T. 1 415 BEATRICE CT-STE G DESIGNEDBY: BRD BRENTWOOD,CA _ 100 WINCHESTER CIR DRAWN BY BRD (305) 505-6811 94514 209-365-3598 sDCAEE: 12/02/14 eduardo.lopes@zayo.com bdurflinger0014@gmail.com LOS GATOS N.T.S. 1 OF 40 SHEETS GENERAL NOTES 20.NO EQUIPMENT OR MATERIALS SHALL BE STORED OR PERMITTED TO STAND I.'ALL MATERIALS AND WORKMANSHIP SHALL CONFORM TO THE CITY5 UNPROTECTED WHERE TRAFFIC IS MAINTAINED UNLESS tT IS ALLOWED BY THE CITY CITY ARBORIST NOTES: STANDARD DETAILS,TECHNICAL SPECIFICATIONS,AND GENERAL REQUIREMENTS. ENGINEER IN WRITING. 1.NO TRENCHING SHALL BE DONE WITHIN THE DRIPLINE OF EXISTING TREES 2.CONTRACTOR SHALL SECURE A STREET OPENING PERMIT FROM THE CITY 21.NO EQUIPMENT OR MATERIALS SHALL BE STORED ON ROAD SURFACE DURING WITHOUT THE APPROVAL OF THE CITY ARBORIST. OPEN TRENCHING IN THE ROOT ENGINEERING DEPT.AND PAY APPROPRIATE FEE PRIOR TO COMMENCEMENT NON-WORKING PERIODS UNLESS IT IS ALLOWED BY CITY ENGINEER IN WRITING. ZONE OF A PUBLIC TREE IS PROHIBITED EXCEPT IN CASES WHERE THE TRENCHING FALLS OUTSIDE THE TREE INVOLVED. EXCEPTIONS WILL BE ALLOWED IF,IN THE OF WORK.ALL WORK WITHIN THE PUBLIC RIGHT OF WAY SHALL BE DONE 22..NO EQUIPMENT OR MATERIALS SHALL BE STORED ON SIDEWALK AT ANYTIME. OPINION OF THE CITY ARBORIST,THE IMPACT OF TRENCHING UPON THE TREE WILL UNDER A SINGLE STREET OPENING PERMIT. BE NEGLIGIBLE. 3.IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY THE LOCATION OF ALL 23.EXCAVATION MATERIALS SHALL BE STORED AWAY FROM THE PAVED ROADWAY EXISTING UTILITIES WITH THE APPROPRIATE UTILITY AGENCIES PRIOR TO WHENEVER POSSIBLE. ALL SPILLED MATERIAL IS TO BE REMOVED TO AVOID 2.NO CUTTING Of ANY PART OF CITY TREES,INCLUDING ROOTS SHALL BE DONE THE COMMENCEMENT OF CONSTRUCTION.CONTRACTOR SHALL NOTIFY ALL SLIPPERY CONDITIONS. WITHOUT SECURING APPROVAL AND DIRECT SUPERVISION FROM THE CITY ARBORIST. PUBLIC&PRIVATE UTILITY OWNERS 48 HOURS PRIOR TO COMMENCEMENT 24.EXISTING SIGNS,DELINEATIONS,GUARDRAILS,MARKERS,TREES,SHRUBS,FENCES, OF WORK ADJACENT TO THE UTILITY.CONTACT UNDERGROUND SERVICE ALERT WALKS,STEPS,ETC.THAT ARE DISTURBED BY THIS CONSTRUCTION SHALL BE 3.NO CUTTING OF ANY PART OF PRIVATE TREES,INCLUDING ROOTS,SHALL BE (USA)AT 800-642-2444. REPLACED OR RESTORED TO THEIR ORIGINAL CONDITION OR TO THE SATISFACTION OF DONE WITHOUT SECURING SUPERVISION OF A CERTIFIED ARBORIST(CERTIFICATION OF THE ADJACENT PROPERTY OWNERS AND THE CITY OF SAN LEANDRO. INTERNATIONAL SOCIETY OF ABORICULTURE). 4.ALL SIDEWALK,CURB,AND GUTTER SHALL BE REMOVED AND REPLACED TO THE NEAREST SCORE MARK OR AS DIRECTED BY THE ENGINEER. 4.BORE OUTSIDE THE DRIPLINE OF ALL TREES TO PREVENT ROOT DAMAGE. NO INSTALLATION OF NEW SIDEWALK,CURB&GUTTER AGAINST EXISTING BORE PITS ARE ALLOWED WITHIN THE DRIPLINE OF ANY EXISTING TREE. IMPROVEMENTS SHALL REQUIRE A SIDEWALK CONTACT JOINT(DOWELS REQUIRED). CONSTRUCTION NOTES 5.TUNNELING:ALL PUBLIC TREES IN EXCESS OF 5"DBH,WHERE THERE IS INSUFFICIENT SPACE TO BYPASS THE DRIPLINE BY TRENCHING,MUST BE TUNNELED. 1.THE METHOD OF CONSTRUCTION SHALL BE BY HORIZONTAL BORING UNLESS THE BEGINNING/ENDING DISTANCE OF THE TUNNEL FROM THE FACE OF THE TREE 5.UNLESS OTHERWISE DIRECTED BY THE CITY ENGINEER IN THE FIELD: OTHERWISE APPROVED BY THE CITY. IN ANY DIRECTION IS DETERMINED BY THE DIAMETER OF THE TREE AS SPECIFIED BY AT EACH LOCATION WHERE NEW CURB/GUTTER IS TO BE INSTALLED ON AN THE ACCOMPANYING TABLE: EXISTING STREET(DRIVEWAY INSTALLATION,DRIVEWAY ABANDONMENT,CURB 2.(2)4'PVC W/(2)1.25"INDT.SHALL BE INSTALLED ON ALL OPEN TRENCHING RAMP INSTALLATION,CURB FACE DRAINAGE INSTALLATION,ETC.)PAVEMENT UNLESS SHOWN OTHERWISE. RECONSTRUCTION SHALL BE REQUIRED.AN 18"WIDE BAND OF PAVEMENT SHALL BE REMOVED AND REPLACED ALONG THE ENTIRE LENGTH OF CURB/GUTTER 3.EXISTING UTILITIES ARE SHOWN IN APPROXIMATE LOCATIONS ONLY. NOT ALL i INSTALLATION.REMOVAL DEPTH(SAW CUTS REQUIRED)SHALL BE TO THE BASE EXISTING UTILITIES ARE SHOWN ON THIS PLAN. THE CONTRACTOR SHALL FIELD MATERIAL ON STREETS WITH A.C.OR P.C.C.PAVEMENT FOUR(4)INCHES OR VERIFY DEPTH AND LOCATION OF ALL UTILITIES BY EXPOSING UTILITY CROSSINGS TRENCHING WILL BE REPLACED LESS IN THICKNESS.REMOVAL DEPTH SHALL BE TWO INCHES MINIMUM ON PRIOR TO DIRECTIONAL BORING. THE CONTRACTOR SHALL USE HAND TOOLS AND THE TREE DIAMETER BY TUNNELING AT THIS MN. EXTREME CARE WHEN WORKING IN CLOSE PROXIMITY TO EXISTING UTILITIES. WHEN STREETS WITH A.C.(GRIND)I P.C"C.(SAW CUT)PAVEMENT THICKNESS GREATER AT 4.5 FEET IS: DISTANCE FROM THE FACE OF THAN FOUR(4)INCHES.REPLACE WITH A.C.PAVEMENT. 4.FOR OPEN CUT TRENCHING THE FOLLOWING MINIMUM CLEARANCES SHALL APPLY: THE TREE IN ANY DIRECTION: A 1r VERTICAL CLEARANCE AT ALL CROSSINGS SHALL BE MAINTAINED BETWEEN 6"-9" 5 FEET 6.BLACK SAND SLURRY SEAL SHALL BE REQUIRED ON ALL NEW STREET PROPOSED CONDUITS AND OTHER EXISTING UTILITIES. A 8'MINIMUM HORIZONTAL 15"-19" 12 FEET 15" 12 FEET PAVEMENT FOR TRENCH WORK,POTHOLES,AND STREET WIDENINGS.SLURRY CLEARANCE SHALL BE MAINTAINED BETWEEN PROPOSED CONDUITS AND EXISTING OVER 19" 15 FEET SEAL SHALL EXTEND 12"BEYOND THE LIMIT OF PAVEMENT RECONSTRUCTION. SANITARY SEWER AND STORM DRAIN MAINS THAT RUN PARALLEL,UNLESS APPROVED BY THE CITY. THE CONTRACTOR SHALL MAINTAIN A MINIMUM Of 5 HORIZONTAL 7.THE CONTRACTOR SHALL NOTIFY,BY CIRCULAR,ALL BUSINESS ESTABLISHMENTS CLEARANCE FOR ALL OTHER UTILITIES UNLESS OTHERWISE APPROVED BY THE CITY, DEPTH OF TUNNELING &RESIDENCES LOCATED IN AREAS AFFECTED BY THE WORK AT LEAST(48)HOURS EXCEPT WHEN AT THE SAME ELEVATION AS WATER MAINS,8'HORIZONTAL CLEARANCE TREE DIAMETER DEPTH OF TUNNEL PRIOR TO START OF CONSTRUCTION.CIRCULAR SHALL BE SUBJECT TO THE APPROVAL SHALL BE MAINTAINED UNLESS OTHEWISE APPROVED BY THE CITY. CLEARANCES 9"OR LESS 2.5' OF THE CITY ENGINEER. ALSO APPLY TO FIRE HYDRANTS. 10"-14" 3.0' 15"-19" 3.5 8.ALL MANHOLES,VALVE BOXES,MONUMENT BOXES,AND OTHER STRUCTURES IN THE 5.THE FOLLOWING MINIMUM CLEARANCES(FROM REAMED PERIMETER OF THE BORE HOLE TO 20,OR MORE 4.0 PAVEMENT AREA SHALL BE ADJUSTED TO FINISH GRADE BEFORE PAVING FINAL LIFT. THE OUTER PERIMETER OF THE UTILITY)SHALL BE USED AS A GUIDELINE.THE GEOTECHNICAL REPORT CONCLUSIONS&RECOMMENDATIONS OR THE CITY'S DETERMINATION SHALL BE FOLLOWED, IF MORE RESTRICTIVE. 9.GRADE BREAKS ON CURBS AND SIDEWALKS ARE TO BE ROUNDED OFF ON FORM WORK&FINISHED SURFACING. (A)LOCATE HDD 8 FT.CLEAR(HORIZONTALLY)FROM THE EXISTING STORM DRAIN&SANITARY SEWER MAINS,EXCEPT WHEN AT THE SAME ELEVATION AS WATER MAINS,8 FT.HORIZONTAL CLEARANCE SHALL ABBREVIATIONS 10.IT IS THE CONTRACTORS RESPONSIBILITY TO REPLACE ALL STREET MONUMENTS OR BE MAINTAINED.MINIMUM Of 5 FT.HORIZONTAL CLEARANCE SHALL BE MAINTAINED FROM FIRE HYDRANTS, ELECTRICAL CONDUITS,BOXES,&VAULTS. ACP ASBESTOS CEMENT PIPE LOT CORNER PIPES DISTURBED DURING THE PROCESS OF CONSTRUCTION.IF A STREET MONUMENT HAS THE POTENTIAL OF BEING DISTURBED,A CORNER RECORD SHALL BE (B)USE THE FOLLOWING CHART FOR MINIMUM DEPTH OF COVER(IN THE PAVEMENT&SIDEWALK LEGEND CB CATCH BASIN FILED WITH ALAMEDA COUNTY SURVEYOR(PER SECTION 8773.2 OF THE PUBLIC AREAS)&MINIMUM CLEARANCE WHEN CROSSING UTILITIES(STORM DRAIN,SANITARY SEWER,WATER, CIP CAST IRON PIPE LAND SURVEYORS ACT)AS REQUIRED BY THE SUBDIVISION MAP ACT TO PRESERVE THE ELECTRICAL,GAS,ETC.).CROSSING SHALL BE AT 90-DEGREE. PROPOSED NEW ZAYO CONDUIT CI- CENTER LINE LOCATION OF SAID STREET MONUMENT.CONTRACTOR SHALL,AT HIS/HER EXPENSE,HIRE CONC CONCRETE A CIVIL ENGINEER OR LAND SURVEYOR TO PERFORM THE WORK. Mn.DEPTH Min.CLEARANCE FROM — )(0 — EXISTING NEXTUNK/XO CONDUIT CSB CUSTOMER SPLICE BOX BORE DIAMETER OF COVER CROSSING UTILITIES —BFC— EXISTING BFC CONDUIT DSP DRY STAND PIPE 11.ALL SURPLUS&UNSUITABLE MATERIAL SHALL BE REMOVED FROM PUBLIC RIGHT OF WAY. —urs— EXISTING MFS CONDUIT DWG DRAWING 6"OR LESS 4' 3' E ELECTRIC —C EXISTING CONDUIT(S) EXIST EXISTING 12.CONTRACTOR SHALL PROVIDE ADEQUATE DUST CONTROL a KEEP MUD&DEBRIS OFF THE 14'OR LESS 6' 5' g_ EXISTING PG&E NATURAL GAS FA FIRE ALARM PUBLIC RIGHT OF WAY AT ALL TIMES. 24"OR LESS 1O T N2— EXISTING AIR PRODUCTS NITROGEN MAIN FRID FIRE RATED INNER DUCT 13.ALL TRENCHES&EXCAVATIONS SHALL BE CONSTRUCTED IN STRICT COMPLIANCE WITH 48"OR LESS 25' 15' —ICE— EXISTING TELEPHONE,GAS,AND ELECTRIC FOC FACE OF CURB G GAS THE APPLICABLE SECTIONS OF CALIF.&FEDERAL O.S.H.A.REQUIREMENTS&OTHER —CE— EXISTING GAS AND ELECTRIC HDPE HIGH DENSITY POLYETHYLENE APPLICABLE SAFETY ORDINANCES.CONTRACTOR SHALL BEAR FULL RESPONSIBILITY FOR 6.AT THE END OF EACH DAY,CONDUIT CAPS SHALL BE PLACED ON ALL VACANT —RCP— EXISTING RECLAIMED WATER NV HIGH VOLTAGE TRENCH SHORING DESIGN&INSTALLATION. DUCTS. DUCT IN BUILDING ENTRANCES,NEW OR EXISTING SHALL BE SEALED PRIOR —PIP— EXISTING POINT TO POINT CONDUIT IC INNER CONNECT AND AFTER PLACEMENT OF FIBER OPTIC CABLE IS COMPLETED,INCLUDING DUCTS ON 14.EXISTING UTILITIES SHOWN ARE BASED UPON RECORD INFORMATION&ARE APPROXIMATE WALL WHERE CORING IS REQUIRED. —W— EXISTING WATER MH LV LOW VOLTAGE IN LOCATION&DEPTH.THE CONTRACTOR SHALL POTHOLE ALL EXISTING UTILITIES THAT MAY BE —E EXISTING ELECTRICMIN MINIMUM MANHOLE AFFECTED BY NEW FACILITIES IN THIS CONTRACT,VERIFY ACTUAL LOCATION&DEPTH,&REPORT 7.THE REMOVAL,STORAGE,AND REPLACEMENT OF ALL SHRUBBERY SHALL BE THE —T— EXISTING TELEPHONE MON MONUMENT POTENTIAL CONFLICTS TO THE ENGINEER PRIOR TO EXCAVATING FOR NEW FACIUTIES. RESPONSIBILITY OF CONTRACTOR. ALL LANDSCAPING SHALL BE RESTORED TO —IS— EXISTING TRAFFIC SIGNAL CONDUIT MPOE MINIMUM POINT OF ENTRY ORIGINAL OR BETTER CONDITIONS. —SL— EXISTING STREET LIGHTING CONDUIT NXLK NEXTLINK 15.THE CONTRACTOR SHALL POTHOLE ALL EXISTING UTILITIES THAT MAY BE ALLOW HARMFUL ZAYO GROUP PBSB PACIFIC BELL SPLICE BOX POLLUTANTS TO ENTER THE STORM DRAIN SYSTEM.TO ENSURE COMPLIANCE,THE CONTRACTOR —S— SUBSCRIBER CONDUIT PM:EDUARDO LOPEZ 8.TRAFFIC SIGNAL CIRCUITS AND INTERCONNECT CONDUITS MAY NOT BE SHOWN. PBA91 PACIFIC BELL MANHOLE SHALL IMPLEMENT THE APPROPRIATE BEST MANAGEMENT PRACTICE(BMP)AS OUTLINED —SS— EXISTING SANITARY SEWER 305-505-6811 CONTRACTOR SHALL LOCATE ALL TRAFFIC SIGNAL CIRCUITS AND INTERCONNECT PIV POST INDICATOR VALVE IN THE BROCHURES ENTITLED"BEST MANAGEMENT PRACTICE FOR THE CONSTRUCTION INDUSTRY" —w EXISTING STORM DRAIN 2700 MERCED ST. ISSUED BY THE SAN LEANDRO VALLEY NONPOINT SOURCE POLLUTION CONTROL PROGRAM,TO CONDUITS PRIOR TO ANY TRENCHING OR BORING. PROVIDE 5 SEPARATION BETWEEN RCP REINFORCED CONCRETE PIPE SUIT THE CONSTRUCTION SITE&JOB CONDITION. NEW CONDUITS AND ALL TRAFFIC SIGNAL AND INTERCONNECT CONDUITS AND 5 FROM —SW— EXISTING SVP FIBER OPTIC CONDUIT R.O.W. RIGHT OF WAY SAN LEANDRO,CA 94577 ALL TRAFFIC SIGNAL CONTROLLERS AND PULL BOXES. ALL TRAFFIC SIGNAL AND —7s)— TRAFFIC SIGNAL INTERCONNECT S SUBSCRIBER 16.OVERNIGHT PARKING OF CONSTRUCTION EQUIPMENT IN THE PUBLIC RIGHT OF WAY SHALL NOT BE INTERCONNECT CONDUITS SHALL BE MAINTAINED AND PROTECTED. LOOPS OR SB SPLICE BOX/SUBSCRIBER BOX PERMITTED,EXCEPT AT LOCATION(S)APPROVED BY THE CITY TRAFFIC ENGINEER. CONDUITS DAMAGED SHALL BE REPLACED BY THE CONTRACTOR TO CITY II SD STORM DRAIN SAGEBRUSH ENGINEERING SPECIFICATIONS. NOTIFY CITY INSPECTOR IMMEDIATELY AND TRAFFIC DEPARTMENT 48 O EXISTING MANHOLE SDMH STORM DRAIN MANHOLE BOB DURFLINGER 17.UNLESS OTHERWISE NOTED,CLASS 2 A.B.UNDER CURB,GUTTER,&STREET SECTIONS PAVED WITH HOURS PRIOR TO ANY WORK IN THESE AREAS. 17 EXISTING FIRE HYDRANT SL STREET LIGHT ASPHALT CONCRETE SHALL BE COMPACTED TO 95%RELATIVE COMPACTION(MINIMUM). * LIGHT POLE SS SANITARY SEWER 415 Beatrice Ct SSMH SANITARY SEWER MANHOLE Ste G 9.APPROXIMATE LOCATIONS OF SPLICE BOXES ARE SHOWN ON THE PLANS. EXACT 18.ALL TRAFFIC CONTROL DEVICES SHALL BE IN PLACE BEFORE WORK IS STARTED. FINAL LOCATION OF SPLICE BOXES SHALL BE DETERMINED IN THE FIELD WITH CITY AO- JOINT POLE STA STATION Brentwood,Ca.94514 DEVICES NO LONGER REQUIRED SHALL BE REMOVED AS SOON AS POSSIBLE. APPROVAL AFTER ALL EXISTING UTILITIES IN THE AREA OF WORK HAVE BEEN TS O TRAFFIC SIGNAL POLE SVP SILICON VALLEY POWER (209)365-3598 LOCATED. T TELEPHONE 19.PEDESTRIAN TRAFFIC MUST BE MAINTAINED AT ALL TIMES.PEDESTRIANS MAY BE 0 EXIST.TREE TS TRAFFIC SIGNAL RELOCATED ONTO PRIVATE PROPERTY WITH OWNERS PERMISSION ONLY. 81 1 10.TOPS OF SPLICE BOXES SHALL BE SET FOR FUTURE SIDEWALK INSTALLATION IN WATER OR GAS VALVE TYP TYPICAL SPECIFIED LOCATIONS. ALL SPLICE BOXES SHALL BE PLACED WITH PEDESTRIAN VCP VITRIFIED CLAY PIPE TRAFFIC SAFETY IN MIND UNTIL ALL WORK IS COMPLETE. W WATER WM WATER METER—O—11.THE CITY WATER DEPARTMENT SHALL BE NOTIFIED A MINIMUM OF 24 HOURS WV WATER VALVE PRIOR TO POT HOLING ANY CITY WATER OR RECLAIMED WATER MAINS OR SERVICES. WW WALL TO WALL ��/ ..I.". DATE BY DESCRIPTION APR VD \V/ _ ZAYO GROUP SBE JOB No.: SHEET#: Sagebrush Engineering D ,7,D2,14 BD ISSUED FOR REVIEW SBE G communication engineers DES JOB NO Know what's below. 415 BEATRICE CT STE G NET FLIX yyy DESIGNED BY: BRD _ Call before you dig BRENTWOOD,CA DRAWN BY: BRD 94514 100 WINCHESTER CIR DATE: 12/02/14 209-365-3598 LOS GATOS SCALE N.T.S. 2 OF 40 SHEETS bdurftinger0014@gmaiLcom - - . SEE SHEET C-2 JURISDICTIONS CITY OF LOS GATOS 77— 73' CITY OF CAMPBELL 77 112 BUILD FOOTAGE (N)UG BUILD = 2,337'± �— —3—�-- (N)MH'S = 1 i „, 171 (N)SB'S = 4 0 POLES = 8 D (N)AERIAL STRAND = 779' ' RISERS = 4 00 o * ATT LEASE = 14,804' M ! ATT MH'S = 25 r ATT SB'S = 20 I ATT MH 34 I D ATT CORES = 3 (ATT MH'S 69-344, 76-7, Et 81-114) (PULL THRU) ;/ m TOTAL FOOTAGE = 17,920' ROW- . - ROW I ,p CSW CSW FOC TS _-TS FOC --+-- SD •1- Si-- - SD SD -� N to W ,. W --w cr ' w w --W S BASCOM /WE S BASCOM AVE 128' 99' � 1C4' 1?2 tl ss ss ss - • 3' N �s ss ss flrl ss ss s ss ss ss ss— w w — w w w w -1-Foc-L--T r =T �fi-T- 517sT - CSW ® FOC CSW ROW ZAYO TO PLACE -------- (N) MH 4'X4'X4' - - - �m - - -ROW- ZAYO TO TRENCH & PLACE n 1-4" CNDT FROM (N) MH TO ATT MH 69-344 (10'±) ' CO LEGEND: i m PROPOSED NEW-BUILD = ---F I ATT MH 69-344 N r PROPOSED ATT LEASE = -T ZAYO TO EXIT THRU COT (PULL THRU) . �� (E) KO OR (N) CORE C M • 811 ----39' 11Pi ci, Know what's below. No. DATE BY DESCRIPTION APRVD ZAYO GROUP SBE JOB ND.: SHEET : Sagebrush Engineering -712.2/14 BD ISSUED FOR REVIEW SBE Call before you digATT JOB NO.: - communication engineers 415 BEATRICE CT-STE G - _— NET FLIX DESIGNED BY: BRD C Mil 1 BRENTWOOD,CA i DRAWN BY: BRD 94514 100 WINCHESTER CIR DATE: 12/02/14 209-365-3598 - - SCALE: bdurflinger0014®gmail.com • LOS GATOS 1" = 40' 3 OF 40 SHEETS N- ill Qco tz- Q C CQ �.,7. S�7 (PULL HRU))\-. ATP MH 69-421 (PULL THRU} // (PULL THRU)o, % J \ s z E CAMBELL AVE = 159 265' T _� 294' 95' ® 450' in 450' F- En ® T -- w w ATT MH 72-373 N (PULL THRU) I I I \\ // I I I I IA ATT MH 70-214 W I I I w (PULL THRU) W Q <C O Z o m Clf LEGEND: PROPOSED ATT LEASE = THIS IS FOR NEW BUILD ONLY. SEE SEPARATE PACKAGE FOR ATT CONDUIT "° °ATE BY DESCRIPTION ARRVD ZAYO GROUP SBE JOB NO.: SHEET#: VERIFICATION. Sagebrush Engineering 0 12,01,,, BD _ ISSUED FOR REVIEW SBE ._ ATT JOB NO.: C2 communication engineers : me 415 BEATRICE CT-STE G NET FLIX DESIGNED BY BRD BRENTWOOD,CA ( DRAWN BY: BRD 94514 100 WINCHESTER CIR DATE: 12/02/14 209-365-3598 LOS GATOS SCALE: 1" = 100' 4 OF 40 SHEETS bdurflinger0014@gmail.com - C/ `G -N- U.' 1-14 F III . LU E-- O 1� -o `r' Q Lu 7" ♦ �� -moo 0 Q-14. o- a ♦1♦I ( J ) ATT MH 102 J i `, (PULL THRU) C U \ / N \ 410' � _ E CAMBELL AVE 652 E CAMBELL AVE WIT - T --T I T -T T 389' 1 T T pw LULU 8 r T "' ♦ ATT MH 101 ATT MH 70-21 ,Ww„ 1♦ ♦ J<, (PULL THRU) (PULL THRU) 1♦ 1♦ 1♦ LEGEND: PROPOSED ATT LEASE = T THIS IS FOR NEW BUILD ONLY. SEE SEPARATE PACKAGE FOR ATT CONDUIT No. DATE BY DESCRIPTION APRVD ZAYO GROUP SBEJDB"°: SHEET : VERIFICATION. Sagebrush Engineering U 12/01/14 BD ISSUED FOR REVIEW SBE communication engineers -i ATT JOB NO.: 415 BEATRICE CT-STE G - NET ELI X DESIGNED BY: BRD C am3 - BRENTWOOD,CA DRAWN BY: BRD 94514 100 WINCHESTER CIR DATE: 12/02/14 209-365-3598LOS GATOS SCALE: er0014@gmail.com ' — — 1" = 100' 5 OF 40 SHEETS bdurflinger00 C\ I, ) CO XJ//7 oIII CO N z z z Z ,,., '`,..„......,,,.......) i , ,. ,r, \\ ,r,1 w E CAMBELL AVE VI 485 T -- T 191 )711' fl\ E CAMBELL AVE � , VI ATT MH 76-6 I� �� `� l _ ATT MH 91 "T(PULL THRU) MH 92 A H 76- w (PULL THRU) (P LL THRU) ' (P LL TH ) v) F-- W O,"al O Cl)Z i ��p N F CC O U 1 - � CC) W M Q , LEGEND: PROPOSED ATT LEASE = THIS IS FOR NEW BUILD ONLY. SEE SEPARATE PACKAGE FOR ATT CONDUIT Na. DATE BY DESCRFTi0N ABBY() ZAYO GROUP SBE JOB NO.: --• SHEET#: Sagebrush Engineering —0-12/02/14' BD ISSUED FOR REVIEW SEE VERIFICATION. ATT JOB NO.: • communication engineers 415 BEATRICE CT-eSTE G — J NET FLIX DESIGNED BY: BRD C m 4 BRENTWOOD,CA DRAWN BY: BRD 94514 100 WINCHESTER CIR DATE: 72/02/14 209-365-3598 — SCALE: bdurflinger0014@gmai.com — — LOS GATOS 1" = 100' 6 OF 40 SHEETS C� ) W ° N- Q �� C Q Gi o nCC G CO C"z III I-- C..) Z z LU 0 \\ V/ J \\ i/ V = 485' E CAMBELL AVE `� \\ , .._:.___/_./ ) Q:_i_... , - 19' �� , 711 E CAMBELL AVE 441 W w ATT MH 76 6 .._—I 1 . _ — r T _ `f' ATT MH 91 ) C� "' (PULL THRU) (PULL THRU) / MH 92 �/ A H 76- N (P LL THRU) (P LL TH ) H W OCz o c CO i J 9 N U '�O U) I- 0 A- W `'r' O LEGEND: PROPOSED ATT LEASE = THIS IS FOR NEW BUILD ONLY. SEE SEPARATE PACKAGE FOR ATT CONDUIT No. DATE BY DESCRIPTION APRYD SBEJOBNO.: SHEET#: VERIFICATION. Sagebrush Engineering 0 12/0,,,4 BD' ISSUED FOR REVIEW PYE ZAYO GROUP communication engineers ATT JOB NO.: 415 BEATRICE CT-STE G 5 . I - NET FLIX DESIGNED BY: BRD _ BRENTWOOD,CA i DRAWN BY: BRD 94514 100 WINCHESTER CIR DATE: 12/02/14 209-365-3598 LOS GATOS SCALE: 1" = 100' 7 OF 40 SHEETS bdurflinger0014@gmail.com - — 6' ,124' I D C-- J g � LL -AT- CC) I Q i] I w ... ---) ® N m ,..,) 1 1 1 �, 2� ■._., U Z ROW • ROW CSW FOC FOCV -_ N W CAMPBELL AVE 1 13' w s w w w w w- o 7 - 1 1n CI - LIJ ss ss \ss ss ss ss ss ss % SS-- -- ss 3'-�% VI E CAMPBELL AVE - N --3 T � vl -SD SD --- S9 ® SD-AN -SD _ % - CSW , -SC- N . ROW FOC "`1 CSW 0 Y tJ- ROW AATT MH 76-7 N, (PULL THRU) I- > ZAYO TO EXIT THRU U) m I (E) KO OR (N)CORE _ ' I- CC I d- N ZAYO TO DIRECTIONAL BORE i w . C/) &PLACE 2-1.25 HDPE WI(1) FIBER W/(1) FIBER 3 I I I-- LEGEND: (333'±) N W PROPOSED NEW-BUILD = N U ' . PROPOSED ATT LEASE =U 0 Z 8 . LL N f ^O l J I 9 • 77' j �� i 102' 'll 'i'llkillii SEE SHEET C-7 Know what's below. No. DATE BY DESCRIPTION AVRVD ZAYO GROUP SEE JOB NO.: SHEET#: Sagebrush Engineering o 11/02/14 BD ISSUED FOR REVIEW SBE before you dig ATT JOB NO.: Communication engineers 415 BEATRICE CT-STE G ".- NET FLIX DESIGNED BY: BRD C 6 BRENTWOOD,CA 100 WINCHESTER CIR DRAWN BY: BRD 94514 _ DATE: 12/02/14 209-365-3598 LOS GATOS SCALE: bdurflinger0014@gmail.com 1" = 40' 8 OF 40 SHEETS SEE SHEET C-6 to 77 ZAYO TO DIRECTIONAL BORE `99� & PLACE 2-1.25 HDPE WI (1) FIBER WI (1) FIBER (333'±) I : to N- Ill . U 2 8.. : o o 3, 3' 3 ATT SB 2065 (PULL THRU) \\ - ROW _ - ZAYO TO ENTER �3 _-Fo csw THRU (E) KO, STANFORD AVE 211 47' N Gi SS SS- -SS SS SS SS -- w---E w-- W -- -W w w F0C CSW ! - - ROW O [7 1- `" 3 0 3 ,n N a J m IFi s — W6 3 I o 3 H UJ . 0 Z 3 LEGEND: .„ 3 I PROPOSED NEW-BUILD =r ------- PROPOSED ATT LEASE _ I I 9 o .... 2 ox 92' ..„.. 0",,,,,00,h._ SEE SHEET C-8 Know what's below. No. DATE BY DESCRIPTION APRVD SBE JOB NO.: SHEET#: sagebrush Engineering D ,tiozn, BD SSUEDFORREVIEW BE ZAYO GROUP Call before you dig ATT JOB NO.: - canmuniCatbn engineers —415 BEATRICE CT-STE G '- _ DESIGNED BY: BRDC mll 7 BRENTWOOD,CA NET FLIX DRAWN BY: BRD 94514 100 WINCHESTER CIR DATE: 12/02/14 209-365-3598 _ SCALE: bdurftinger0014@gmaiL.com LOS GATOS 1" = 40' 9 OF 40 SHEETS SEE SHEET Cl MISSION WAY cp 0 co N- III i/ ATT MH 132 (PULL THRU) W RINCON AVE E RINCON AVE 1 a r A ?r `O CO IY I— w ALICE AVE z i z r CHERRY LN a AU MH 141 LEGEND: -� (PULL THRU) PROPOSED ATT LEASE = 0 M� THIS IS FOR NEW BUILD ONLY. SEE SEE SHEET C-9 SEPARATEPACKAGE FOR ATT CONDUIT No DATE BY DESCRIPTION APR VD SBE JOB NO.: --- SHEET#: VERIFICATION. Sagebrush Engineering o 11,02,14: BD ISSUED FOR REVIEW SEE ZAYO GROUP ATTcommunication engineers JOB NO.: • C _ 8 i— - DESIGNED BY: BRD 415 BEATRICE CT-STE G NET I/� BRENTWOOD,CA DRAWN BY. BRD 94514 100 WINCHESTER CIR DATE: 12/02/14 209-365-3598 — - SCALE bdurflinger0014@gmail.com LOS GATOS 1" = 100' 10 OF 40 SHEETS SEE SHEET C-8 zoI SUNNYSIDE AVE -N- CATALPA LN ATT MH 142 (PULL THRU) ATT SB 1 (PULL THRU) KENNEDY AVE ATT SB 3 EL CAMINITO AVE (PULL THRU) J � Cn ATT SB 4 W (PULL THRU) U ATT SB 5 LEGEND: (PULL THRU) PROPOSED ATT LEASE - O0 n _L THIS IS FOR NEW BUILD ONLY. SEE SEE SHEET C-10 SEPARATE PACKAGE FOR ATT CONDUIT NO. DATE BY °ES`wPT'°" ZAYO GROUP SBE JOB NO: SHEET#: Sagebrush Engineering 0 12/02/14'BD ISSUED FOR REVIEW SBE ATT JOB NO.: VERIFICATION. c°II UI11CaC10D0nglDM(S . - • 415 BEATRICE CT-STE G '‘f NET FLIX DESIGNED BY: BRD C — 9 BRENTWOOD,CA ( _ DRAWN BY. BRD 94514 100 WINCHESTER CIR DATE 12/02/14 209-365-3598 SCALE: bdurflinger0014@gmail.com LOS GATOS 1" = 100' 11 OF 40 SHEETS lim..... r SEE SHEET C-9 u J BUDD AVE r-- 0 ATT SB 6 1 (PULL THRU) I -N- - li] // J m a w W "' CO _________-_-/I L.11 ----� 2 CAMPBELL PLAZA SHOPPING CENTER _z \\ t \ T_SB 6-A ULL THRU) 4 r\ ATTSB7 (PULL THRU) C P. LEGEND: ., PROPOSED ATT LEASE = ATT SB 8 // (PULL TH THIS IS FOR NEW BUILD ONLY. SEE SEE SHEET C-11 SEPARATE PACKAGE FOR ATT CONDUIT No. DATE BY DESCRIPTION ZAYO GROUP 150BN0 SHEET#t: Sagebrush Engineering 7— A 12/02/1, BD' ISSUED FOR REVIEW sae ATT JOB NO.: VERIFICATION. ommunicatfonengineers = NET FLIX 415 BEATRICE CT-STE G _ DESIGNED BY: BEDC mi. 1 O (BRENTWOOD,CA DRAWN BY: BRD 94514_ 100 WINCHESTER CIR DATE: 12/02/U 209-365-3598 SCALE: bdurftinger0014@gmail.com LOS GATOS 1" = 100' 12 OF 40 SHEETS • 811 -cl .i .,,ikCV- 1, Know what's below. , Call before you dig off' ZAYO TO DIRECTIONAL BORE u & PLACE 2-1.25 HDPE WI(1) FIBER W/ 1 FIB : 10i, W (147'±) � ZAYO TO PLACE /�,c.----- ,\ c' 14.1 (N)SB 30"X48"X30" ZAYO TO TRENCH & PLACE / , - , 2-1.25" CNDT FROM (N) SB - -- TO (N) RISER 10't ----_ ��' roc G`'. POLE#1 ' % ss� 4, -0- (N)RISER ; • POLE#2 O1" '�* '°� POLE#4 POLE#3 °o" 7.7 ROW V �V. W )/H---- -csw---- O/"------ ---e--- - • ATT MH 81-114 FOC ... `" � (PULL THRU) SI - W R 8�v� ZAYO TO EXIT THRU WAN GN� - (E) KO OR(N)CORE 74' ROW EOP . r --ill- - ROW �- I H-E-}-�-}-I- LEGEND: I I I I I I I I I I I I I I { 1111111 I H I I I I I I I I I - 111111111 I I 1111 1 1 I { III IHHHH 1 1 1 1 1 1 I I I I-�-I 11111111111 IIIIIIIIIIIH 11111111 WID = (� \ PROPOSED ATT-BULEASEL _ - T _- - I \ I PROPOSED PROPOSED AERIALNE ROUTE - °i" No. DATE BY DESCRIPTION APRYD .._ Sagebrush Engineering D ,�/D2/,4 Bo ISSUEDCDRRENIEW SBE ZAYO GROUP sBEJ0BND.: SHEET#: ATT JOB NO.: Mil 1 commCE CTn engineers NET FLIX DESIGNED BY: BRD 415 BEATRICE CT STE G DRAWN BY: BRD BRENTWOOD,CA 100 WINCHESTER CIR 94514 DATE: 12/02/14 209-365-3598 — LOS GATOS SCALE, bdurflinger0014@gmail.com • 1" = 40' 13 OF 40 SHEETS \\ \ 6 .8 O° 41 ., 0 ,J, , \ erg, \ .1, \ . 1:7,.‘' \ Imo\ N \ 1 ZAYO TO DIRECTIONAL BORE ZAYO TO TRENCH & PLACE . • " - . W/(1) FIBER W/(1) FIBER % \ 2-1.25" CNDT FROM (N) RISER (700'±) \ en o TO (N) SB (10'±) _ �°W ` ZAYO TO PLACE POLE#5 R M FO� csw (N)SB 30"X48"X30" (N)RISER _ w -i t O/H - - O/H O/H F.._i, cCSW V _ a Di �F0C , I-- _ v, _ w - w — w w - w -w w twi, 4�� ss, 4� 1n o\4_,4'� 1 . 3� w tP ` WINCHESTER BLVD 4 -- w 1 4' 7-V) N * —,, - _ . ss ss-- 74 N__ON-RAMP SD-- _ EOP EOP - ROW • ROW ROW ROW LEGEND: 811 PROPOSED NEW-BUILD = Fa PROPOSED AERIAL ROUTE = O/H— -" 'IlAPI5-11. Know what's below. N0. DATE BY DESCRJPTIoN APR VD ZAYO GROUP SBE JOB NO.: SHEET#: Call before you dig Sagebrush Engineering 0 12/02/14 ISSUED FOR REVIEW sBe ATT communication engineers / —mm 415 BEATRICE CT—STE G--NET FLI X DESIGNED JOB NO.: BY: BRD _ 1 2 BRENTWOOD,CA DRAWN BY: BRD 94514 100 WINCHESTER CIR DATE: 12/02/14 209-365-3598 SCALE: bdurflinger0014@gmait.com - LOS GATOS 1" = 40' 14 OF 40 SHEETS \ \ ' 71 \ . � QN V L.L. z ZAYO TO PLACE 0 ZAYO TO DIRECTIONAL BORE Q (N) SB 30"X48"X30" N' & PLACE 2-1.25 HDPE Wl(1) FIBER W/(1) FIBER ZAYO TO DIRECTIONAL BORE (700'±) \ �P & PLACE 2-1.25 HDPE (g<1 (700'±) - _ ROW Rnw C..SW 1 '' FOC -�,�EOP / I N 1 V U w w 'J 31- 4'—� W 4 L4 _ / in / L.L. w 85' �, 91' ( WINCHESTER BLVD EOP EOP ON-RAMP ROW IIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIII ill WWI III III III III ill H IIIIH IlllilllllllllllI - - -- - - —Row- -- - __ ..----Row-. ---_ LEGEND: DELL AVE ,g� PROPOSED NEW-BUILD = Know what's below. Call before you dig No. DATE BY DESCRIPTION APRYD— Sagebrush Engineering 0 12/02/14 BD_ SSUED FOR REVIEW EBB ZAYO GROUP SBE JOB NO.: SHEET#: communication engineers -415 ATT JOB NO.: • CT E G s DESIGNED BY: BRD BRENTWOODBEATRICE ST ,CA NET FLIX DRAWN BY: BRD 94514 100 WINCHESTER CIR DATE: 2/02/14 209-365-3598 C ma. 1 3 - - LOS GATOS SCALE: bdurftinger0014@gmail.com • 1" = 40' 15 OF 40 SHEETS 811 II .," -... ...:,,...N.1 .0),;.-• ZAYO TO DIRECTIONAL BORE ZAYO TO TRENCH & PLACE & PLACE 2-1.25 HDPE WI (1) FIBER Know what's below. 2-1.25"CNDT FROM (N) RISER (700'±) Call before you dig TO (N)SB (10'±) ZAYO TO DIRECTIONAL BORE • - _ • ROW (300'±) /A •• O PLACE ZAYO TO PLACE POLE#6 (N SB 30"X48"X30" EOP R (N RISER (N SB 30"X48"X31" - u CSW�_FOC ( l I w Z = �. 1n 3' 4' 3' W w— —w—4' w 0 7' _ y O o 115' y in O �P y ROW EOP RAW 0 ATT PB 1021 POLE#7 (PULL THRU) (N)RISER <> ROW ZAYO TO ENTER ? _L,t2 i:\ E0P THRU (E) KO- _ _ \ ZAYO TO TRENCH & PLACEIco Jo ZAlr`O TO PLACE °yam 2-1.25" CNDT FROM (N) RISER 44, 3 E (N)SB 30"X48"X30" \ TO (N)SB (10±� ) DELL AVE EOP I- WW ' ROW ROW En LEGEND: W p ZAYO TO DIRECTIONAL BORE �' �° & PLACE 2-1.25 HDPE WI(1) FIBER ti PROPOSED NEW-BUILD = FO 7 (108'±) 41, PROPOSED AERIAL ROUTE = O/H POLE#8 0 DATE BY DESCRIPTION APRND ZAYO GROUP SHEET : Sagebrush EngineeringSBE l0B NO.: 0 13/02/14 BD ISSUED FOR REVIEW SBE cDmmCE CTn engineers ATT JOB NO.: 14 415 BEATRICE CT-STE G DESIGNED BY: BRD -- NET BRENTWOOD,CA DRAWN BY: BRD 94514 ( 100 WINCHESTER CIR DATE: 12/02/74 209-365-3598 LOS GATOS SCALE: bdurftinger0014@gmait.com 1" = 40' 16 OF 40 SHEETS SEE SHEET C-14 CY W SUNNYOAKS AVE -N- ATT MH 93-156 (PULL THRU) 74. m i -4 O rn v ATT SB 01-311 (PULL THRU) LEGEND: PROPOSED ATT LEASE = T THIS IS FOR NEW BUILD ONLY. SEE SEE SHEET C-16 SEPARATE PACKAGE FOR ATT CONDUIT Na. DATE BY DESCRIPTION APRVD ZAYO GROUP SBE JOB NO.: Sagebrush Engineering D 72,02,,, BD - ISSUED FOR REVIEW SBE ATTJOBNo. SHEET#: VERIFICATION. communication engineers _ NET ELI X DESIGNED BY: RD 1 5 415 BEATRICE CT-STE G BRENTWOOD,CA 100 WINCHESTER CIR DATE:DRAWN BY: BRD 94514 12/02/14209-365-3598 SCALE: • bdurflinger0014@gmail.com - LOS GATOS 1" = 100' 17 OF 40 SHEETS SEE SHEET C-15 a) 'Y ti ATT SB 01-312 (PULL THRU) LOST LAKE LN /74. tigCiF VF O ATT MH 81-202 (PULL THRU) LEGEND: PROPOSED ATT LEASE = T THIS IS FOR NEW BUILD ONLY. SEE SEE SHEET C-17 SEPARATE PACKAGE FOR ATT CONDUIT No. DATE BY DESCRIPTION RPM ZAYO GROUP SBE JOB"°.: Sagebrush Engineering o 12/02/14 BD ISSUED FOR REVIEW SBE SHEET#: VERIFICATION. communication engineers i �- ATT JOB NO.: NET FLIX DESIGNED BY: BRD C1.11415 BEATRICE CT-STE G _ BRENTWOOD,CA if DRAWN BY: BRD 1 6 94514 100 WINCHESTER CIR DATE: 12/O2/14 209-365-3598 SCALE: bdurflinger0014@gmaii.com LOS GATOS 1" = 100' 18 OF 40 SHEETS • SEE SHEET C-16 -N- 414 il 7Q' O� O / / ,, / / ATT MH 85-300 (PULL THRU) J Q' O� lr NOF! LEGEND: '9Y ra PROPOSED A1T LEASE = T - THIS IS FOR NEW BUILD ONLY. SEE SEE SHEET C-18 SEPARATE PACKAGE FOR ATT CONDUIT No. DATE BY DESCRIPTION gPRYD VERIFICATION. Sagebrush Engineering o 12/02//4 BD ISSUED FOR REVIEW SSE ZAYO GROUP ONE JOB NO.: SHEET#: communication engineers — ATT JOB NO.: 415 BEATRICE CT-STE G ;- DESIGNED BY: BRD C 1 7 BRENTWOOD,CA NET FLIX DRAWN BY: BRD 94514 100 WINCHESTER CIR DATE: 12/02/14 209-365-3598 SCALE: bdurflinger0014@gmail.com - LOS GATOS 1" = 100' 19 OF 40 SHEETS SEE SHEET C-17 co co N— / ii ATT MH 96-302 (PULL THRU) vv LEGEND: PROPOSED ATT LEASE = T °'fr/S/QN Sr ATT MH 96-303 (PULL THRU) THIS IS FOR NEW BUILD ONLY. SEE SEE SHEET C-19 SEPARATE PACKAGE FOR ATT CONDUIT N. DATE BY DESCRIPTION APRVD ZAYO GROUP SBE JOB NO.: --- SHEET#: Sagebrush Engineering 0 12/02/14 BD ISSUED FOR REVIEW SBE ATT JOB NO.: VERIFICATION. communicationengineers ,; NET FLIX 415 BEATRICE CT-STE G _ DESIGNED BY: BRD C _ 1 8 BRENTWOOD,CA 100 WINCHESTER OR DRAWN BY: BRD 94514 DATE: 12/02/14 209-365-3598 LOS GATOS SCALE: bdurflinger0014®gmail.com 1" = 100' 20 OF 40 SHEETS SEE SHEET C-18 ,- 111- ATT SB 73-707 ' (PULL THRU) CV O N ATT SB 82-280 ao (PULL THRU) ' ATT MH 81-193 O (PULL THRU) 0 I V _ I— _______ -a) W ,ft. W Li, 398' .._.. _r' KNO w�ES DR ATT SB 81-118 r`'______„ (PULL THRU) 374`_ "..°. , r_� ctn., �_ _ ATT SB 81-117 ,_ (PULL THRU) -____- LEGEND: PROPOSED ATT LEASE THIS IS FOR NEW BUILD ONLY. SEE SEPARATE PACKAGE FOR ATT CONDUIT No. DATE BY DESCRIPTION APRYD ZAYO GROUP SBE JOB NO.: Sagebrush Engineering 0 12/02/14 BD ISSUED FOR REVIEW SBE ATT JOB No.. SHEET#: VERIFICATION. - - communicCT engineers i _ V 1 9 •415 BEATRICE CT STE G — NET DESIGNED BY: BRD _ BRENTWOOD,CA In DRAWN BY: BRD 94514 - 100 WINCHESTER CIR DATE: 12/O2/14 209-365-3598 - scAEE, ndurftinger0014@gmait.com — LOS GATOS 1" = 100' 21 OF 40 SHEETS / / -1V- / ii KNOWLES DR V KNOWLEs oR 67o, A T(PULL LU �� LJ �" N as W !' w `n ,z, \.V CC J Q Q , ATTFOSB1 U (PULL THRU) LEGEND: # PROPOSED ATT LEASE = T 150 WINCHESTER BLVD THIS IS FOR NEW BUILD ONLY. SEE SEE SHEET C-21 SEPARATE PACKAGE FOR ATT CONDUIT No. DATE BY DESCRIPTION ""R"D ZAYO GROUP SSE JOB NO.: - SHEET#: Sagebrush Engineering 112/02/14 w_ ISSUED FOR REVIEW SBE ATT JOB NO.: VERIFICATION. �aDR�DI� oneDe,D�,s NET FLIX415 BEATRICE T-STEG ' DESIGNED BY: BRD C .. 20 I BRENTWOOD,CA DRAWN BY: BRD 94514 100 WINCHESTER CIR DATE: 12/O2/14 209-365-3598 _ SCALE: bdurflingerO014@gmail.com LOS GATOS 1" = 100' 22 OF 40 SHEETS • SEE SHEET C-20 /---) &( ZAYO TO PULL (N)FIBER THRU (E)TELCO CNDT ATT FOSB2 LEASE-100' (PULL THRU MPOE ZAYO TO PLACE r FIBER DIST.PANEL 11T- HIM p ,D^MP 60'SLACK LOOP 100 WINCHESTER BLVD O • �I NCHt• rER Cif? / NORMgN M/NFrq / ywy(86J NORM qN M/NF rq tiwy (8s) LEGEND: PROPOSED ATT LEASE = T THIS IS FOR NEW BUILD ONLY. SEE SEPARATE PACKAGE FOR ATT CONDUIT DATE BY DESCRIPTION APRVD VERIFICATION. Sagebrush Engineering a 12/02/14 BD SSUEDFORREVIEW SEE ZAYO GROUP SBEJOBNO.: SHEET#: ATT JOB NO.: m'fa'E CT engineers 415 BEATRICE CT e , G NET FLIX DESIGNED BY: BRD C - 21 BRENTWOOD,CA t ._ DRAWN BY: BRD 94514 100 WINCHESTER CIR DATE: 12/02/14 209-365-3598 SCALE: bdurftinger0014@gmait.com LOS GATOS 1" = 100' 23 OF 40 SHEETS EXCAVATION JOINT (TYP)\.. 7: : y:2,_ EXIST. CONCRETE SIDEWALK EXIST. CONCRETE SIDEWALK .."—;: `r. 8' Min. IF AT EXIST. CURB OSAME LEVEL O O REMOVE AND REPLACE ONE AND GUI ItK SECTION OF SIDEWALK TO O O BACK OF SIDEWALK(CONTROL JOINT TO CONTROL JOINT). SEE CITY OF SAN LEANDRO ANDARD DRAWINGS FOR SIDEWALK DETAILS. SIDEWALK REPAIR DETAIL NO SCALE 5' min. (TYP.) NEW DUCT(S) O O O O IF LESS THAN 5' (WHEN APPROVED BY CITY), 12' MAINTAIN 5' MIN. VERTICAL CLEARANCE FROM WATER LINE - 48" MIN. (TYP.) FOR HORIZONTAL DIRECTIONAL DRILLING WATER LINE PARALLEL 1 1/2" min. EXIST. GROUND NO SCALE PACWS) /�/,,IIJ,i.a \ ,/a,%!t(��h�'T,� /A,%!�� ._•••••-.4„.:•,........,:.•,,,•,,..,..•,..� 6" 1Ain. CONCRETE NEW DUCT(S) • EXIST. UTILTTY EXISTING GRADE ' 7.•;.;' 's �' •.♦,• BASE\ ,,.s.:••.- r 42" EXIST UTILITY TOP OF CONDUIT ti; ;` ti.' ° ,: CLEAN SAND BACKFlLL W/95%COMPACTION 36'MIN. CLEAR (TYP.) 36" MIN. CLEAR (TYP.) { CROSSING UNDER CROSSING OVER TYPICAL UTILITY CROSSING DETAIL NO SCALE 6" BORE 0 OR LESS MAINTAIN 3' MIN. NEW D 7(S) 14" BORE 0 OR LESS MAINTAIN 5' MIN. 24" BORE 0 OR LESS MAINTAIN 7' MIN. TYPICAL TRENCH DETAIL 48" BORE 0 OR LESS MAINTAIN 15' MIN. N.T.S. \--NEVI DUCT(S) WATER FACILITY AT CROSSING NO SCALE EXIST. ,JP OR SL d NEW SPLICE BOX CUR ).F__B CURB EMSTING EXIST. GRADE AND GUTTER GX�ISOT�G —— 1 EXIST GRADE ' MIN VARIES ——— /// I 5' TYP. _ v a 1 ELECTRIC CONDUITS 3' MIN.UNLESS II.. I (I= 3' MIN.UNLESS 5' TYP. OTHERWISE APPROVED 1--II I1--I1 I I• p o OTHERWISE APPROVED OO �0 BY THE CITY u. 00 OO� 00 DUCT(S)� OO �a NEW ELECTRIC NEW DUCT(S) CINMS TYPICAL CONDUIT LOCATION(BELOW SL,JP,ETC.) TYPICAL CONDUITLOCATION DETAIL(NEAR ELEC.UTILITIES) TYPICAL BOX LOCATION DETAIL(NEAR ELEC.UTILITIES) NO SCALE NO SCALE NO SCALE Sagebrush Engineering DATE DESCRIPTION APB"° D R/02/H;BD ISSUED FOR REVIEW SBE ZAYO GROUP SBE JOB NO.: SHEET#: o- ATT JOB NO.: communication engineers . NET FLIX cp ... 1 415 BEATRICE CT-STE G '_ DESIGNED BY: BRD BRENTWOOD,CA 0" DRAWN BY: BRD 94514 100 WINCHESTER CIR DATE: 12/02/1'l bdurflinger0014@gmail.com LOS GATOS SCALE: bdurftinger0o14C�gmait.com _ N.T.S. 24 OF 40 SHEETS B1730 HOLD DOWN HANDHOLE BOLTS INCLUDED '''"� -T-I 17"x30"x11" 33 1/4 -II1_I1I11_1- 20 1/4 -I-I-I-I-I-I--- (NOMINAL INSIDE DIMENSIONS) 1-1-I-I-I-I-I I- -I-I-I-I-I-I- -i-I- I-I-I-I-I-I-1-I-I-I-I-I �1/2" 1-1-1-1-1-1-1<c,-1-1-1-1-1-1- -I-I-I-I-I-I- •. -I-I-I-I-I-I- -I-I-I-I-I-I,ro,-I-I-I-I-I-1- i� �I-I-I 1- -1-1-I I-1--I-I ,_I I I I 1-1-1 1��f-I-I 1-1 I-I -I�I�I I�I�I�I�I�I�I�I�I�I- • CYB1730JTEL -i I-I-I-I-I-1-I-I- <•�I�I�I�I�I�III- -I-I-I-I- 23 3/4" 36 3/4" „ 17" CYB1730 30 12„ STANDARD 81730 KIT (SHOWN ABOVE) DESIGN LOAD: H-20 FULL TRAFFIC CATALOG APPROX.WT. 2NUMBER PRODUCT DESCRIPTION (LBS.) 31 1/ . *CYB1730 BOX REINFORCED CONCRETE 318 *CYB1730JTEL LID STEEL CHECKER PLATE W HOLD DOWN BOLTS 111 CYB1730EX EXTENSION 12" HIGH REINFORCED CONCRETE 244 18 1/4,, °4. . 11" 1I` 12"-�� CYB1730EX 1i/t3/o7 81730.HANDHOLE_A.dwg JEI15Efl,.. ..---J ®2007 Jensen Precast PRECAST WHEN ORDERING: LIR DESCRIPTION DATE REV BY . A CREATE GENERIC ORAMANG-fl410YE SBC 11/14/07 MLR THE STANDARD SBC Na• DATE BY DESCRIPTION APRYD Sagebrush Engineering — SBE JOB NO;: --- SHEET#: 0 72/02/11 BD ISSUED FOR REVIEW SBE ZAYO GROUP ATT JOB NO.: - commCE CT n engineers T — D 415 BEATRICE -STE G — NET FLIX DESIGNED BY: BRD _ BRENTWOOD,CA DRAWN BY: BRD 2 94514 100 WINCHESTER CIR DATE: 12/02/14 bdurfUnger00, 209-365-3598 LOS GATOS SCALE: bdurflingerool4@gmait.com — N.T.S. 25 OF 40 SHEETS WARNING SIGNS AND GUIDE SIGNS SYMBOLS AND LEGENDS �%�\ �`. ROAD` DETOU\ ROAD `ONE LANE\ �C0NSTRUCTI0 CLOSED AHEAD AHEAD AHEAD ROAD ,•�-•,p•�•i'i'i'i AHEAD D•�••�•••�•.��••�4 �•��•�•�•�•��•�� WORK AREA (W20.1) (W20-2) (W20-3) (W20-4) O TRAFFIC SIGNS(ARROW DIRECTION INDICATES V SIGN ORIENTATION) 0A \\ LANE \ a 0° CHANNELIZING DEVICES(TRAFFIC CONES, DELINEATOR 1 r CLOSED ROAD WORK POSTS,VERTICAL PANELS, ETC.) WORKERS FLAGGER d (W21-1A) (C30) (C9)A (CA) (G20-2) HIGH LEVEL WARNING DEVICE \ ONE LAN\ EFT LAN ` HOULDER\ ROAD FLAGGER(COUNTERMANDING TRAFFIC SIGNALS AHEAD CLOSED AHEAD A REQUIRES OFF DUTY LAW ENFORCEMENT OFFICER) (W20-4) (C2O)(CA)/C2OA(CA) (W1-4) (W21-5) _O� . SURVEY RODMAN NOTES A 1.ALL WORK SHALL BE DONE IN CONFORMACE WITH THE LATEST EDITION OF THE'WATCH MANUAL"a"MUTCD"-CALIFORNIA g . ROAD 2.FOR NIGHT TIME USAGE,REFER TO'WARNING LIGHT APPLICATIONS DURING NIGHT TIME OPERATIONS..•CLOSED BARRICADES 3.ADDITIONAL TEMPORARY TRAFFIC CONTROL DEVICES (SEQUENTIAL ARROWS,BARRICADES,STEEL PLATES) MAY BE REQUIRED. (W1-6) (R3-1) (R3-2) (C2)(CA) 0 * 0 4.ALL LIGHT BOARDS e LIGHTED SIGNAGE TO BE SOLAR POWERED 0 0 o FLASHING ARROW SIGN WARNING SIGNS °o °°°°° 5.DEVICES PER"MUTCD"-CALIFORNIA o ° 6.TRAFFIC CONTROL REQUIRED AT ALL WORK LOCATION IN STREET INCLUDING BORE PITS,POT HOLES AND EXCAVATION/TRENCHES. •° o° o° - CHART A - °,° °,0°,° >( DETOUR DETOUR MINIMUM RECOMMENDED DELINEATOR AND SIGN PLACEMENT FLASHING ARROW (M4-10) (M4-8/M4-8a/ TRAFFIC SPEED TAPER LENGTH DELINEATOR SPACING SIGN SPACING SIGN M4-9/SC3(CA) (EACH LANE) (TAPER) (TANGENT) (ADVANCE OF TAPER Sc BETWEEN SIGNS) GUIDE SIGNS 25 MPH (40 KM/H) 150 FT. (50M) 25 FT. (8M) 50 FT. (15M) 150 FT. (50M) 30 MPH (45 KM/H) 200 FT. (BOW 30 FT. (9M) 60 FT. (18M) 200 FT. (60M) 35 MPH (50 KM/H) 250 F7. (75M) 35 FT. (I IM) 70 FT. (214) 250 FT. (7514) 40 MPH (60 KM/H) 350 FT. (110M) 40 FT. (12M) 80 FT. (24M) 350 FT. (110M) *45 MPH (70 KM/H) 550 FT. (170M) 45 FT. (14M) 90 FT. (27M) 550 FT. (170M) •50 MPH (80 KM/H) 600 FT. (180M) 50 FT. (151.4) 100 FT. (30M) 800 FT. (180M) *55+ MPH (85 KM/H) 1000 FT. (300M) 50 FT. (15M) 100 FT. (30M) 1000 FT. (300M) *NOTES: 1. DISTANCES SHOWN ARE APPROXIMATE AND SHOULD BE SHIFTED ACCORDING TO EXISTING STREET CONDITIONS TO ACCOMODATE MINIMUM TAPER LENGTH DISTANCE FOR A SPECIFIED SPEED. 2. DISTANCES SHOWN IN PARENTHESES ARE APPROXIMATE 3. WHEN PREVAILING SPEED OF TRAFFIC IS 45 MPH (70 KM/H) OR GREATER, -A FLASHING ARROW SIGN SHOULD BE USED FOR EACH LANE CLOSED. -MINIMUM HEIGHT FOR TRAFFIC CONES SHOULD BE 28 IN. (0.7 M) NOTE: POST R9-11A OR R9-3A SIGNS -MINIMUM OF TWO OF THE LANE CLOSURE SIGNS (C20) SHOULD BE POSTED IN ADVANCE OF A LANE CLOSURE DELINEATION. IF SIDEWALK IS RESTRICTED. No. DATE BY DESCRIPTION APRVD Sagebrush Engineering 0 12/02/14 BD ISSUED FOR REVIEW 58E ZAYO GROUP SBE JOB NO.: -"- SHEET#: pTT JOB NO.: communication engineers _ 415 BEATRICE CT-STE G NET FLIX DESIGNED BY: BED T R 1 BRENTWOOD,CA DRAWN BY: BRD 94514 _ = 100 WINCHESTER CIR DATE 12/O2/14 209-365-3598 - . _ SCALE. bdurflinger0014@gmaiLcom LOS GATOS N.T.S. 26 OF 40 SHEETS / / __ _�-_ m ' 0 CnT O i— I -c3 w r 1 <I m/ ________7„,) a �, � 4 4 CSW ^ CSW FOC ` :i' FOC <73 t Y S BASCOM AVE a a - - S-BASCOM AVE 1 —11'MIN . \ � — - — ____ o oo O arlop o-0 o-0 o-0 o-0 k. FOC T, —T T 41-0 CSW FOC CSW ZAYO TO PUCE ED (N) MH 4'X4'X4' a 6: , ROAD WORK � W16-1 0 C20-2 SEE CHART'A" SEE CHART"A" SEE CHART"A" SEE CHART'A" WORK AREA - --fi TAPER CHART A - WRCM RIM LAVE rn -ORK CLOSED I h0 MINIMUM RECOMMENDED DELINEATOR AND SIGN PLACEMENT NIEAD AHEAD D TRAFFIC SPEED TAPER LENGTH DELINEATOR SPACING SIGN SPACING W20-1 W20 5(R) W4-2(L) (EACH LANE) (TAPER) (TANGENT) (ADVANCE OF TAPER & BETWEEN SIGNS) _�+I o CO 0 25 MPH (40 KM/H) 150 FT. (50M) 25 FT. (8M) 50 FT. (15M) 150 FT. (50M) ��,T/QV1 �° W 30 MPH (45 KM/H) 200 FT. (60M) 30 F7. (9M) 60 FT. (18M) 200 FT. (60M) ITI 2 35 MPH (50 KM/H) 250 FT. (75M) 35 FT. (111.1) 70 FT. (21M) 250 FT. (751.4) * 40 MPH (60 KM/H) 350 FT. (110M) 40 FT. (12M) 80 FT. (24M) 350 FT. (110M) •45 MPH (70 KM/H) 550 FT. (170M) 45 FT. (144) 90 FT. (27M) 550 FT. (170M) W11-1 r— •50 MPH (80 KM/H) 600 FT. (180M) 50 FT. (15M) 100 FT. (30M) 600 FT. (180M) •55+ MPH (85 KM/H) 1000 FT. (300M) 50 FT. (15M) 100 FT. (30M) 1000 FT. (JOOM) D/ ',NOTES: 1. DISTANCES SHOWN ARE APPROXIMATE AND SHOULD BE SHIFTED ACCORDING TO EXISTING STREET CONDmONS TO ACCOMODATE MINIMUM TAPER LENGTH DISTANCE FOR A SPECIFIED SPEED. rri 2. DISTANCES SHOWN IN PARENTHESES ARE APPROXIMATE. 3. WHEN PREVAILING SPEED OF TRAFFIC IS 45 MPH (70 KM/H) OR GREATER. -A FLASHING ARROW SIGN SHOULD BE USED FOR EACH LANE CLOSED. -MINIMUM HEIGHT FOR TRAFFIC CONES SHOULD BE 28 IN. (0.7 M) -MINIMUM OF TWO OF THE LANE CLOSURE SIGNS (C20) SHOULD BE POSTED IN ADVANCE OF A LANE CLOSURE DELINEATION. No. DATE BY DESCRIPTION APRYD Sagebrush Engineering D 12/p2/f0 BD` SUED FOR REVIEW BE ZAYO GROUP SBE JOB NO: --- SHEET#: ATT JOB NO. communication CTn engineers : 415 BEATRICE CT-STE GI - NET FLIX DESIGNED BY BRD TR... BRENTWOOD,CA DRAWN BY BRD 94514 _ 100 WINCHESTER CIR DATE 12/02/14 bdurfl2 • n 3598er00 — LOS GATOS SCALE 1" = 40' 27 OF 40 SHEETS bdurflinger0014@gmaiLcom - CHART A - MINIMUM RECOMMENDED DELINEATOR AND SIGN PLACEMENT ROAD 4 TRAFFIC SPEED TAPER LENGTH DELINEATOR SPACING SIGN SPACING WORK o (EACH LANE) (TAPER) (TANGENT) (ADVANCE OF TAPER & BETWEEN SIGNS) MEV� m 25 MPH (40 KM/H) 150 FT. (50M) 25 FT. (8M) 50 FT. (15M) 150 Fi. (50M) W20-1 ) I I 30 MPH (45 KM/H) 200 FT. (60u) 30 FT. (9M) 60 FT. (18M) 200 FT. (BOM) 35 MPH (50 KM/H) 250 FT. (75M) 35 FT. (IiM) 70 FT. (21M) 250 FT. (75M) Ti I I 40 MPH (60 KM/H) 350 FT. (110M) 40 FT. (12M) 80 FT. (24M) 350 FT. (110M) •45 MPH (70 KM/H) 550 FT. (170M) 45 FT. (14M) 90 FT. (27M) 550 FT. (170M) flf;fiT II/E •50 MPH (80 KM/H) 600 FT. (180M) 50 FT. (15M) 100 FT. (30M) 600 FT. (180M) CLOSED AlIEAD m *55+ MPH (85 KM/H) 1000 FT. (300M) 50 FT. (15M) 100 FT. (30M) 1000 Fi. (300M) `" I *NOTES: W20 5(R) 0 1. DISTANCES SHOWN ARE APPROXIMATE AND SHOULD BE SHII-IL0 ACCORD/NG TO EXISTING STREET CONDITIONS TO ACCOMODATE MINIMUM TAPER LENGTH DISTANCE FOR A SPECIFIED SPEED. n to nn 2. DISTANCES SHOWN IN PARENTHESES ARE APPROXIMATE. II o I 3. WHEN PREVAILING SPEED OF TRAFFIC IS 45 MPH (70 KM/H) OR GREATER, m -A FLASHING ARROW SIGN SHOULD BE USED FOR EACH LANE CLOSED. m COCO I I -MINIMUM HEIGHT FOR TRAFFIC CONES SHOULD BE 28 IN. (0.7 M) -MINIMUM OF TWO OF THE LANE CLOSURE SIGNS (C20) SHOULD BE POSTED IN ADVANCE OF A LANE CLOSURE 2W4-2(L) M DELINEATION. pD r 1 ATT SB 2065 C.PD o r (PULL O1 RIGHT LW CLOSED ROAD ZAYO TO ENTER „ , m ° C AHEAD w O m THRU (E) KO *20-5(R) W20-1 D � C ! " '5 3'X5' 1 ;0., 1 3X51TEMP >,i 4 SEE CHART'A" SEE CHART'A' L Lc 4iE '7-NI LT T�1�v W16-1 BORE PIT BORE PIT ,N s �n �� is �� \\N-------- csw �� 4 FOC oZVED. -7 T III J/ FOC ' ' — — — a (''''.(" KPeTh"—N-7 C/' gam.. o _� WINCHESTER BLVD - �' WINCHESTER BLVD FOC CO / CSNJ Q / O FOC /� ,J'L � o CSW V J V f WORK AHEAD ATT MH 76-7 ° z W20-1 (PULL THRU) /7.----1- -'1 ZAYO TO EXIT THRU o o l a 4 4 n 0'o (E) KO OR (N) CORE 77 2 0 NOTE: MAINTAIN BUS WORK AREA 0 ACCESS AT ALL TIMES D H END RCYD WORK o m G20-2 No. DATE BY DESCRIPTION ARP VD Sagebrush Engineering 0 12/02/IA BD ISSUED FOR REVIEW SRI - ZAYO GROUP SBE JOB NO.: --- SHEET#: ATT JOB NO.: communication engineers - 415 BEATRICE CT-STE G _ NET FLIX DESIGNED BY: BRD T R 3 IBRENTWOOD,CA DRAWN BY: BRD 94514 — 100 WINCHESTER CIR DATE: 12/02/14 20Urflin 3598 er0O LOS GATOS SCALE: 1" = 40' 28 OF 40 SHEETS bdurflinger0014@gmail.com com - CHART A - I MINIMUM RECOMMENDED DELINEATOR AND SIGN PLACEMENT ROADWORK , ° I TRAFFIC SPEED TAPER LENGTH DELINEATOR SPACING SIGN SPACING AHEAD m (EACH LANE) (TAPER) (TANGENT) (ADVANCE OF TAPER & BETWEEN SIGNS) 7 n I 25 MPH (40 KM/H) 150 Fi. (50M) 25 FT. (&A) 50 Fi. (15M) 150 FT. (50M) I W20-1 A 30 MPH (45 KM/H) 200 FT. (60M) 30 FT. (9M) 60 FT. (181.4) 200 FT. (60M) 35 MPH (50 KM/H) 250 FT. (75M) 35 FT. (11M) 70 FT. (21M) 250 FT. (75M) I 40 MPH (80 KM/H) 350 FT. (110M) 40 FT. (12M) 80 FT. (24M) 350 FT. (110M) •45 MPH (70 KM/H) 550 FT. (170M) 45 FT. (14M) 90 FT. (27M) 550 FT. (170M) CL UNE ° •50 MPH (80 KM/H) 600 FT. (180M) 50 FT. (15M) 100 FT. (30M) 600 FT. (180M) OSEDAHEAD •55+ MPH (85 KM/H) 1000 FT. (300M) 50 FT. (15M) 100 FT. (30M) 1000 FT. (300M) in .NOTES: O #205(R) ' 0 1. DISTANCES SHOWN ARE APPROXIMATE AND SHOULD BE SHIF rm.) ACCORD/NG TO EXISTING STREET CONDITIONS TO ACCOMODATE MINIMUM TAPER LENGTH DISTANCE FOR A SPECIFIED SPEED. 4 I° 2. DISTANCES SHOWN IN PARENTHESES ARE APPROXIMATE. ° T 3. WHEN PREVAILING SPEED OF TRAFFIC IS 45 MPH (70 KM/H) OR GREATER, u, V -A FLASHING ARROW SIGN SHOULD BE USED FOR EACH LANE CLOSED. m c°B' CO -MINIMUM HEIGHT FOR TRAFFIC CONES SHOULD BE 28 IN. (0.7 M) 2 W -MINIMUM OF TWO OF THE LANE CLOSURE SIGNS (C20) SHOULD BE POSTED IN ADVANCE OF A LANE CLOSURE W4-2(L) m p T DELINEATION. D ]1 ti 1 ' 1 O ATT SB 2065 (PULL THRU) w11 1 ° > ,A„E RWCRK OAD ZAYO TO ENTER ,xAHEAD CLOSE THRU (E) KO 1 m030 ws_ 1 o I1• 41 (0 O 3'X5' TEMP 3'X5'TEMP SEE CHART SEE HART A SEE CHART A BORE PIT--\-c,:i W16-1 BORE PIT 4' 14 TAPER ENO WORK AREA ROAD WORT( csw 020-2 \\------\\''' / FOC T T �v °,� 4? 0-p o-0 FOC O O° �] a a p cam-- �' ' '' _� — WINCHESTER BLVD - - WINCHESTER BLVD FOC / csw FOC csw //�, [�17 / V y- ATT MH 76-7 > (PULL THRU) -n ZAYO TO EXIT THRU a 4 4 O o (E) KO OR (N) CORE J 7/."......-------I D °D A 1 C ROAD WORTS o Ill 020-2 Na DATE BY DESCRIPTION APRYD Sagebrush Engineering ID 12/02/16 BD SSUED FOR Rf.V1EW BE ZAYO GROUP SBE JOB RD SHEET#: - ATT JOB NO.:communication engineers CTneTE G _ NET FLIX DESIGNED BY: BRD TR 4 415 BEATRICE CT-STE G — BRENTWOOD,CA d' DRAWN BY: BRD 94514 100 WINCHESTER CIR DATE: 12/02/14 209-365-3598 LOS GATOS SCALE: 1" = 40' 29 OF 40 SHEETS bdurflinger0014®gmail.com . - CHART A - MINIMUM RECOMMENDED DELINEATOR AND SIGN PLACEMENT TRAFFIC SPEED TAPER LENGTH DELINEATOR SPACING SIGN SPACING 7! !!--- --3iii==..-.. I )I (EACH LANE) (TAPER) (TANGEM) (ADVANCE OF TAPER & BETWEEN SIGNS) 25 MPH (40 KM/H) 150 Ff. (50M) 25 FT. (814) 50 FT. (1514) 150 FT. (50M) I 30 MPH (45 KM/H) 200 FT. (60M) 30 FT. (914) 60 FT. (1814) 200 FT. (8014) 35 MPH (50 KM/H) 250 FT. (7514) 35 FT. (11M) 70 FT. (21M) 250 FT. (7514) I I 40 MPH (60 KM/H) 350 FT. (11014) 40 FT. (1214) 80 Fi. (24M) 350 FT. (11014) '45 MPH (70 KM/H) 550 FT. (17014) 45 FT. (144.4) 90 FT. (27M) 550 FT. (17014) '50 MPH (80 KM/H) 600 FT. (18014) 50 FT. (15M) 100 FT. (30M) 600 FT. (18014) '55+ MPH (85 KM/H) 1000 FT. (300M) 50 FT. (15M) 100 a (3014) 1000 FT. (300M) 'NOTES: 0 1. DISTANCES SHOWN ARE APPROXIMATE AND SHOULD BE SHIFTED ACCORDING TO EXISTING STREET CONDITIONS TO I t ACCOMODATE MINIMUM TAPER LENGTH DISTANCE FOR A SPECIFIED SPEED. D 0 2. DISTANCES SHOWN IN PARENTHESES ARE APPROXIMATE. 3. WHEN PREVAILING SPEED OF TRAFFIC IS 45 MPH (70 KM/H) OR GREATER, I M)-A FLASHING ARROW SIGN SHOULD BE USED FOR EACH LANE CLOSED. COMINIMUM HEIGHT FOR TRAFFIC CONES SHOULD BE 28 IN. (0.7 �J�/ -MINIMUM OF TWO OF THE LANE CLOSURE SIGNS (C20) SHOULD BE POSTED IN ADVANCE OF A LANE CLOSURE NOTE: MAINTAIN SIDEWALK IM DELINEATION. WORK AREA ACCESS AT ALL TIMES r ATT SB 2065 (PULL THRU) l--� WI;_1 I ZAYO TO ENTER "°'T "E ROAD i�5cWORK m THRU (E) KO AHEAD AHEAD 'Si +ink ARw 0, W20-5(R) W20-1CO c WORK AREA 3'X5' TEMP 3'X5' TEMP W16-1 ' 4 4 " BORE PIT \\N.'' BORE PIT SEE CHART"A" SEE CHART"A" SEE CHART'A" TAPER N.� ENO C.S W ROAD WORK 10-2 FOC T T �, W ° BIKE LAN °-o °�-- ��pr�_. FOC ' Q Q° °Q -- -- -- I - ,/r, 9 WINCHESTER BLVD WINCHESTER BLVD ------- . .\\:\:\ / FOC CSW //^^ my .� FOc CSW vJ V ATT MH 76-7 D z (PULL THRU) 4 4 -r1 ZAYO TO EXIT THRU o (E) KO OR (N) CORE (------ 2 CD / 1 m Na. DATE BY DESCRIPTION APRVD Sagebrush Engineering 0 12/02/. BD ISSUED FOR REVIEW SBE ZAYO GROUP SBE JOB NO., -- SHEET#: communication engineers ATT JOB NO.: 415 BEATRICE CT-STE G NET FLIX DESIGNED BY: BED T R 5 BRENT DRAWN BY: BRD WOOD,CA94514 100 WINCHESTER CIR DATE: 11/02/14 I 209-365-3598 _ _ SCALE: bdurflinger0014@gmail.com LOS GATOS 1" = 40' 30 OF 40 SHEETS RIM UWE RWD CLOSED WORK MAD MEAD W20-5(R) W20-1 '---- CSw SEE CHART'A" SEE CHART"A" SEE CHART"A' ------- F°c ZAYO TO PLACE TAPER CO / / M" (N)SB 30"X48"X30" F°, a / / / // O/H / 7 „, ® O/H 0 / / / - GO 1 _ WINCHESTER BLVD __ ----- Fo� ../� FOC y O lJ 4 csw p END O ROAD WORK O o o ' c2o �` ATT MH 81-114 SEE CHART"A' SEE CHART'A" (PULL THRU) ZAYO TO EXIT THRU / (E) KO OR (N) CORE ��\ A WORK AREA W20-1 W21-5 POST " NO PARKING SIGNS MIN 48HRS PRIOR TO STARTING WORK - CHART A - NOTE: MAINTAIN SIDEWALK MINIMUM RECOMMENDED DELINEATOR AND SIGN PLACEMENT ACCESS AT ALL TIMES TRAFFIC SPEED TAPER LENGTH DELINEATOR SPACING SIGN SPACING (EACH LANE) (TAPER) (TANGENT) (ADVANCE OF TAPER k BETWEEN SIGNS) -.....„ ` 25 MPH (40 KM/H) 150 FT. (50M) 25 FT. (8M) 50 FT. (1561) 150 FT. (50M) `��`' 30 MPH (45 KM/H) 200 FT. (60M) 30 FT. (9M) 60 FT. (18M) 200 FT. (60M) 35 MPH(50 KM/H)250 FT. (75M) 35 FT. (1161) 70 FT. (21M) 250 FT. (75M) '�•. 40 MPH (60 KM/H) 350 FT. (1IOM) 40 FT. (12M) 80 FT. (24M) 350 FT. (110M) •45 MPH (70 KM/H) 550 FT. (170M) 45 FT. (14M) 90 FT. (27M) 550 FT. (170M) •50 MPH (80 KM/H) 600 FT. (180M) 50 FT. (15M) 100 FT. (30M) 600 FT. (180M) / . / / . •55+ MPH (85 KM/H) 1000 FT. (30014) 50 Fr. (15M) 100 FT. (3014) 1000 FT. (300M) •NOTES: 1. DISTANCES SHOWN ARE APPROXIMATE AND SHOULD BE SHIFTED ACCORDING TO EXISTING STREET CONDITIONS TO _ _ ACCOMODATE MINIMUM TAPER LENGTH DISTANCE FOR A SPECIFIED SPEED. No. DATE BY DESCRIPTION APRYD ZAYO GROUP SSE JOB NO, SHEET#: 2. DISTANCES SHOWN IN PARENTHESES ARE APPROXIMATE. Sagebrush Engineering D I2/oi/ia BD ISSUED FOR REVIEW SBE FLIX ATT JOB NO.: - commCE CTnengineers _ NET 1 LI/\ T Fz 6 3. WHEN PREVAILING SPEED OF TRAFFIC IS 45 MPH (70 KM/H) OR GREATER, 415 BEATRICE CT-STE G DESIGNED BY. BRD _ -A FLASHING ARROW SIGN SHOULD BE USED FOR EACH LANE CLOSED. BRENTWOOD,CA DRAWN BY: BRD -MINIMUM HEIGHT FOR TRAFFIC CONES SHOULD B(28 IN. (0.7 M) 94514 100 WINCHESTER CIR DATE: 12/02/14 -MINIMUM OF TWO OF THE LANE CLOSURE SIGNS C20) SHOULD BE POSTED IN ADVANCE OF A LANE CLOSURE DELINEATION. 209-365-3598 SCALE: bdurflinger0014@gmail.com — LOS GATOS 1" = 40' 31 OF 40 SHEETS w11-1 NOTE: MAINTAIN SIDEWALK Roil UM ACCESS AT ALL TIMES READ AHEAD / W20-5(R) W20-1 i-- \C`Sw WORK AREA SEE CHART"A" SEE CHART'A" SEE CHARTI"A' .rte / POC ZAYO TO PLACE TAPER - CS* / / i 0/" ROAD"ORK (N)SB 30"X48"X30" F°° C? / / / G2D 2 ..--- / H , 7 a 0/ 0/H 1 I '/ / ,' / / b /t �' i csw WINCHESTER BLVD_ ` . FOG j%s 0 ^ FOG u �1 ATT MH 81-114 (PULL THRU) ZAYO TO EXIT THRU / a (E) KO OR (N) CORE b - CHART A - MINIMUM RECOMMENDED DELINEATOR AND SIGN PLACEMENT TRAFFIC SPEED TAPER LENGTH DELINEATOR SPACING SIGN SPACING (EACH LANE) (TAPER) (TANGENT) (ADVANCE OF TAPER & BETWEEN SIGNS) 25 MPH (40 KM/H) 150 FT. (504) 25 FT. (8M) 50 FT. (15M) 150 FT. (50M) `��'• 30 MPH (45 KM/H) 200 FT. (60M) 30 FT. (9M) 60 FT. (18M) 200 FT. (60M) 35 MPH (50 KM/H) 250 FT. (75M) 35 FT. (11M) 70 FT. (21M) 250 FT. (75M) •�• 40 MPH (60 KM/H) 350 FT. (1bOM) 40 FT. (124) 80 FT. (24M) 350 FT. (110M) "45 MPH (70 KM/H) 550 FT. (170M) 45 FT. (14M) 90 FT. (274) 550 FT. (170M) "50 MPH (80 KM/H) 600 FT. (i80M) 50 FT. (154) 100 FT. (30M) 600 FT. (180M) / . / / . "55+ MPH (85 KM/H) 1000 FT. (3004) 50 FT. (15M) 100 FT. (30M) 1000 FT. (300M) 'NOTES: 1. DISTANCES SHOWN ARE APPROXIMATE AND SHOULD BE SHIFTED ACCORDING TO EXISTING STREET CONDITIONS TO No. DATE BY DESCRIPTION APRYD ZAYO GROUP SEE JOB NO.: SHEET#: ACCO A MINIMUM TAPER LENGTH DISTANCE FOR A SPECIFIED SPEED. Sagebrush Engineering 0 12/02/14 BD ISSUED FOR REVIEW SBE 2. DISTANCES SHOWN IN PARENTHESES ARE APPROXIMATE. ATT JOB NO.: communication engineers NET FLIX DESIGNED BY: BRD 3. WHEN PREVAILING SPEED OF TRAFFIC IS 45 MPH (70 KM/H) OR GREATER, 415 BEATRICE CT-STE GT R.. 7 —A FLASHING ARROW SIGN SHOULD B£ USED FOR EACH LANE CLOSED. BRENTWOOD,CA DRAWN BY: 6RD -MINIMUM HEIGHT FOR F LA OS SH SLDIG 8 IN. O(0.7 M) 94514 100 WINCHESTER CIR DATE: 12/02/14 -MINIMUM OF TWO OF THE LANE CLOSURE SIGNS (C20) SHOULD BE POS1tU IN ADVANCE OF A LANE CLOSURE DELINEATION. 209-365-3598 _ scaLE: bdurf1inger0014@gmaiLcom LOS GATOS 1" = 40' 32 OF 40 SHEETS (7 c;\ \ \ ,-4'..' -\o %\ ",--7 \ On C', \ oo —733 \ W11-1 828 UNE ROAD CLOSED MbPoc MEAD AHEAD W20-5(R) EjLq W20-1 4 WORK AREA P6-1CHART t9 F�^Sri iN� /�I + h� \ZA ENO YO TO PLACE SEETAPER •A• SEEC SEE CHART'A" ` I ------7-j SW ROAD" ` (N)SB 30"X48"X30', ' - --------,00 \ \ G20-2 \ \ �id \-ev 0/11 0/H 0/H CSW 0/H _� o-0 FOC V o-p o-f> o--/} O0 a __ o 0 0 - - - - _ - - - - - __ _ _ _ WINCHESTER BLVD ON-RAMP EOP --EOP \IIIIIIIIII {II IIF }II 4 44 ItIt 1{{1 IFIF IFIF I{{I 44 I{{I � I I I { I I1 I 1 I I I I I I I I I I I I I III II I I I I I I I ( I I I I I II I II II II I I I I I I I I1 I I I I I I I1 I I I1 I I1 I I I � I I I I � I I I I I1 I I I1 I I1 I I I I I �� I I I I � �� I � I � � I I I I I I I I � I I I ��I � I I - CHART A - MINIMUM RECOMMENDED DELINEATOR AND SIGN PLACEMENT TRAFFIC SPEED TAPER LENGTH DELINEATOR SPACING SIGN SPACING (EACH LANE) (TAPER) (TANGENT) (ADVANCE OF TAPER & BETWEEN SIGNS) 25 MPH (40 KM/H) 150 FT. (50M) 25 FT. (814) 50 FT. (15M) 150 FT. (50M) 30 MPH (45 KM/H) 200 FT. (60M) 30 FT. (914) 60 FT. (1814) 200 FT. (6014) 35 MPH (50 KM/H) 250 FT. (75M) 35 FT. (11M) 70 FT. (29.4) 250 FT (75M) 40 MPH (60 KM/H) 350 FT. (1110IO14) 40 FT. (12M) 80 FT. (2414) 350 FT. (111 014) •45 MPH (70 KM/H) 550 FT. (17014) 45 FT. (14M) 90 FT. (27M) 550 FT. (17014) •50 MPH (80 KM/H) 600 FT. (18014) 50 FT. (15M) 100 FT. (30M) 600 FT. (18014) •55+ MPH (85 KM/H) 1000 FT. (300M) 50 FT. (15M) 100 FT. (3014) 1000 FT. (30014) 'NOTES: 1. DISTANCES SHOWN ARE APPROXIMATE AND SHOULD BE SHIFTED ACCORDING TO EXISTING STREET CONDITIONS TO ACCOMODATE MINIMUM TAPER LENGTH DISTANCE FOR A SPECIFIED SPEED. No. DATE By DESCRIPTION APRVD ZAYO GROUP U P SBE JOB NO.:Sagebrush Engineering 0 ,2,D,,,, BD SSUEDFORREVIEw SBE --- SHEET#: 2. DISTANCES SHOWN IN PARENTHESES ARE APPROXIMATE. ATT JOB NO.: 5 communication CTnengineers TR_ 8 3. WHEN PREVAILING SPEED OF TRAFFIC 45 MPH (70 K14/H) OR GREATER, 415 BEATRICE CT-STE G DESIGNED BY: BRD —A FLASHING ARROW SIGN SHOULD BE USED FOR EACH LANE CLOSED. BRENTWOOD,CA DRAWN BY: BRD -MINIMUM HEIGHT FOR TRAFFIC OS SHOULD G BE 22 IN. O(0.7 M) 94514 100 WINCHESTER CIR DATE: 12/02/14 -MINIMUM OF TWO OF THE LANE CLOSURE SIGNS (C20) SHOULD BE POSTED IN ADVANCE OF A LANE CLOSURE DELINEATION. 209-365-3598 SCALE: bdurflinger0014C�gmail.com , , LOS GATOS 1" = 40' 33 OF 40 SHEETS (7 li._ Ct \\\\. WORK AREA Z ZAYO TO PLACE 0 NRofr LAWOW SE 4„,'Z (N) SB 30"X48"X30" -5(R) W20 AD W20-5(R) -1 �� SEE CHART"A" SEE CHART"A" SEE CHART"A" OTAPER 1,5 ENS RCM WORK G20-2 4 / o e l=r:A FOC CSW(... CO __--._1L'3Z —FO O— _ Q O MB Qo o) l°••• ) C C - - - - WINCHESTER BLVD FOP c> ON—RAMP - CHART A - IIIIIIII 1III MINIMUM RECOMMENDED DELINEATOR AND SIGN PLACEMENT_ HI I I I I I I I I I 1111W F I } I I I I I I I I I } I+M I I I I I I I I I { I I I I WWII } I TRAFFIC SPEED TAPER LENGTH DELINEATOR SPACING SIGN SPACING (EACH LANE) (TAPER) (TANGENT) (ADVANCE OF TAPER de BETWEEN SIGNS) 25 MPH (40 KM/H) 150 FT. (5014) 25 FT. (8M) 50 FT. (15M) 150 FT. (50M) 30 MPH (45 KM/H) 200 FT. (60M) 30 FT. (9M) 60 Fi. (18M) 200 FT. (60M) 35 MPH (50 KM/H) 250 FT. (75M) 35 FT. (11M) 70 FT. (21M) 250 FT. (75M) 40 MPH (60 KM/H) 350 FT. (110M) 40 FT. (12M) 80 F7. (24M) 350 FT. (110M) •45 MPH (70 KM/H) 550 FT. (170M) 45 FT. (14M) 90 FT. (27U) 550 FT. (170M) •50 MPH (80 KM/H) 600 FT. (180M) 50 FT. (15M) 100 FT. (30M) 600 FT. (180M) •55+ MPH 05 KM/H) 1000 FT. (300M) 50 FT. (15M) 100 FT. (30M) 1000 FT. (300M) *NOTES: 1. DISTANCES SHOWN ARE APPROXIMATE AND SHOULD BE SHIFTED ACCORDING TO EXISTING STREET CONDmONS TO ACCOMODATE MINIMUM TAPER LENGTH DISTANCE FOR A SPECIFIED SPEED. No. DATE BY DESCRIPTION APRVD ZAYO GROUP 56E JOB NO.:Sagebrush Engineering 0 12,02/14 BD' ISSUED FOR REVIEW SBE -- SHEET#: 2. DISTANCES SHOWN IN PARENTHESES ARE APPROXIMATE. — ATT JOB NO.: communicatlonengineers NET FLIXTR 9 3. WHEN PREVAILING SPEED OF TRAFFIC IS 45 MPH (70 KM/H) OR GREATER, 415 BEATRICE CT-STE G _. DESIGNED Bv: BRD _ -A FLASHING ARROW SIGN SHOULD BE USED FOR EACH LANE CLOSED. BRENTWOOD,CA -MINIMUM HEIGHT FOR TRAFFIC CONES SHOULD BE 28 IN. (0.7 M) �'" DRAWN BY: - 100 WINCHESTER CIR DATE: 12 BRD h7 -MINIMUM OF TWO OF THE LANE CLOSURE SIGNS (C20) SHOULD BE POSTED IN ADVANCE OF A LANE CLOSURE 94514 DELINEATION. • 209-365-3598 SCALE: bdurflinger0014@gmail.com LOS GATOS 1" = 40' 34 OF 40 SHEETS U 0 .‘,.,, \ z I I xi D > -v -1 ROAD LANE , WORK CLDMD ANEW C30 W20-1 SEE CHART"A' SEE CHART'A' SEE CHART'A' TAPER --- CI WORK AREA Q END ROAD WORK ZAYO TO PLACE G20-2 (N)SB 30"X48"X30" 0—E> _ o > EO_P EOP FO FO e :. Ch Cr) ei- - - _� 0 0 0 0 0 0 _ Z Z - WINCHESTER BLVD a --4 —I 0 0 e> v XTX E0P V V 0 0 -I:=,- - CHART A - MINIMUM RECOMMENDED DELINEATOR AND SIGN PLACEMENT TRAFFIC SPEED TAPER LENGTH DELINEATOR SPACING SIGN SPACING (EACH LANE) (TAPER) (TANGENT) (ADVANCE OF TAPER & BETWEEN SIGNS) 25 MPH (40 KM/H) 150 FT. (50M) 25 FT. (8M) 50 FT. (15M) 150 FT. (50M) I I I I I I I I I I I I I H I I f l I I I I I I I I I I I I I I I I I I I I fT I }I I I I I I I I I I I I I + IIIIIIIIIIIIIIIIIIIM 30 MPH (45 KM/H) 200 FT. (60M) 30 FT. (9M) 60 FT. (18M) 200 FT. (6014) 35 MPH (50 KM/H) 250 FT. (75M) 35 FT. (11M) 70 FT. (21M) 250 FT. (75M) 40 MPH (80 KM/H) 350 FT. (110M) 40 FT. (12M) 80 FT. (2414) 350 FT. (110M) •45 MPH (70 KM/H) 550 FT. (170M) 45 FT. (14M) 90 FT. (27M) 550 FT. (170M) •50 MPH (80 KM/H) 600 FT. (180U) 50 FT. (15M) 100 FT. (30M) 600 FT. (180M) •55+ MPH (85 KM/H) 1000 FT. (300M) 50 FT. (15M) 100 FT. (30M) 1000 FT. (300M) 'NOTES: 1. DISTANCES SHOWN ARE APPROXIMATE AND SHOULD BE SHIFTED ACCORDING TO EXISTING STREET CONDITIONS TO ACCOMODATE MINIMUM TAPER LENGTH DISTANCE FOR A SPECIFIED SPEED. No. DATE BY DESCRIPTION RPM ZAYO GROUP SBE JOB NO.: SHEET#: Sagebrush E 2. DISTANCES SHOWN IN PARENTHESES ARE APPROXIMATE. Engineering 0 12/02/1A_BD_ ISSUED FOR REVIEW SBE ATT JOB NO.: • communication CTnengineers NET FLIX T R_ I0 3. WHEN PREVAILING SPEED OF TRAFFIC IS 45 MPH (70 KM/H) OR GREATER, 415 BEATRICE CT-STE G DESIGNED BY: BRD -A FLASHING ARROW SIGN SHOULD BE USED FOR EACH LANE CLOSED. BRENTWOOD,CA . - DRAWN BY: BRD M)-MINIMUM HEIGHT FOR TRAFFIC CONES SHOULD BE 28 IN. (0.7 . -MINIMUM OF TWO OF THE LANE CLOSURE SIGNS(020)SHOULD BE POSTiu IN ADVANCE OF A LANE CLOSURE 94514__ 100 WINCHESTER CIR DATE: 12/02/14DELINEATION. • 209-365-3598 SCALE: bdurflinger0014@gmail.com LOS GATOS 1" = 40' 35 OF 40 SHEETS • - CHART A - \ cO MINIMUM RECOMMENDED DELINEATOR AND SIGN PLACEMENT \ O TRAFFIC SPEED (EACH LENGTH ) CAPER) ATOR S(AANNGE SIGN ENT) (ADVANCE OF TAPER SPACING BETWEEN SIGNS) ,� IIV �� 25 MPH (40 KM/H) 150 FT. (50M) 25 FT. (8M) 50 FT. (15M) 150 FT. (50M) L-A 30 MPH (45 KM/H) 200 F. (60M) 30 FT. (9M) 60 FT. (18M) 200 FT. (60M) \ �G 35 MPH (50 KM/H) 250 FT. (75M) 35 FT. (1114) 70 FT. (21 M) 250 FT. (75M) O 40 MPH (60 KM/H) 350 FT. (170M) 40 FT. (14M) 80 FT. (24M) 350 FT. (110M) \ •45 MPH (70 KM/H) 550 FT. (77014) 45 FT. (14M) 90 FT. (27M) 550 FT. (17014) 0 Q p •50 MPH (80 KM/H) 600 FT. (18014) 50 FT. (15M) 100 FT. (30M) 600 FT. (18014) QO�3 •55+ MPH (85 KM/H) 1000 FT. (300M) 50 FT. (15M) 100 FT. (3014) 1000 FT. (300M) �� \ O\ NOTES: 1 1. DISTANCES SHOWN ARE APPROXIMATE AND SHOULD BE SHIFTED ACCORDING TO EXISTING STREET CONDmONS TO ACCOMODATE MINIMUM TAPER LENGTH DISTANCE FOR A SPECIFIED SPEED. n 2. DISTANCES SHOWN IN PARENTHESES ARE APPROXIMATE. O GC�2 3. WHEN PREVAILING SPEED OF TRAFFIC IS 45 MPH (70 KM/H) OR GREATER, -A FLASHING ARROW SIGN SHOULD BE USED FOR EACH LANE CLOSED. -MINIMUM HEIGHT FOR TRAFFIC CONES SHOULD BE 28 IN. (0.7 M) 1 �� -MINIMUM OF TWO OF THE LANE CLOSURE SIGNS (C20) SHOULD BE POSTED IN ADVANCE OF A LANE CLOSURE TI DELINEATION. /3 174. ROAD WOW SHOULDER AHEAD WORK - W20-1 W21-5 WORK AREA SEE CHART A' SEE CHART ENDZAYO TO PLACE ROAD WOW Q 20 • (N)SB 30"X48"X30" ° 1 b ` csw FOC v _�� °o 4 t-�0 or ® - ,/ O CSW G' y -1 MIN ----- .----- a o - - ,\_-- - - — — — — - —a> WINCHESTER BLVD FOP EOP No. DATE BY DESCRIPTION APR VD Sagebrush Engineering 0 12/07/14 BD SSUED FOR REVIEW BE ZAYO GROUP SBE JOB NO.: . SHEET#: communication engineers I ATT JOB NO. - 415 BEATRICE CT-STE G NET FLIX DESIGNED BY T R I I BRENTWOOD,CA DRAWN BY: BRD 94514100 WINCHESTER CIR DATE: 12/02/14 209-365-3598 SCALE: bdurflinger0014@gmail.com LOS GATOS 1" = 40' 36 OF 40 SHEETS - - - - a is S\ ier/- \ c> -5,, -_ -_ - WINCHESTER BLVD `\\ (=> oy c> FOP RIX LVE ROAD CLOSED WORK t ��II J I� I ' i L, u� ` L MEAD HEAD t IIIIIIIIHH-II1IIIIIIIIII-IIHIIII-1i111111I111111I11111II1I1I111F+HIII1111-1111111441I1HHIIIII� I111111IIIIHIHHI-NHIMIIIIIIIIIIIIIIIIIIIII W20-5(R) W2O1 � IIIIII � � I � IiIIiIiIiiiIIiiiiiiiiIiIIIlIIHl ZAYO TO PLACE WORK AREA (N)SB 30"X48"X30" /11�C/1 AREA SEE CHART"A" SEE CHART"A" ATT SPLICE BOX DELL WORK , I (PULL THRU) - ° o �•�• • 0 0 0 • fl FOP ZAYO TO ENTER ._- THRU (E) KO 0a TEMP BORE PIT .0, • 11'- DELL AVE EOP 000 °r2 11' 0 s DEl RCN)WORK G20-2 67 \ G CnG - CHART A - �� MINIMUM RECOMMENDED DELINEATOR AND SIGN PLACEMENT TRAFFIC SPEED TAPER LENGTH DELINEATOR SPACING SIGN SPACING 0 (EACH LANE) (TAPER) (TANGENT) (ADVANCE OF TAPER & BETWEEN SIGNS) Q 25 MPH (40 KM/H) 150 FT. (SOM) 25 FT. (8M) 50 FT. (15M) 150 FT. (50M) �O J` 30 MPH (45 KM/H) 200 FT. (60M) 30 FT. (9M) 60 FT. (i8M) 200 FT. (BOA) nO6V I 35 MPH (50 KM/H) 250 FT. (75M) 35 FT. (JIM) 70 FT. (214) 250 FT. (75M) CI 40 MPH (60 KM/H) 350 FT. (110M) 40 FT. (12M) 80 FT. (24M) 350 FT. (110M) '° •45 MPH (70 KM/H) 550 FT. (170M) 45 FT. (14M) 90 FT. (27M) 550 Fi. (170M) P �� '50 MPH (80 KM/H) 600 FT. (180M) 50 FT. (15M) 100 FT. (30M) 600 FT. (180M) •55+ MPH (85 KM/H) 1000 FT. (300M) 50 FT. (15M) 100 FT. (30M) 1000 FT. (300M) ��` m V' *NOTES: V 1. DISTANCES SHOWN ARE APPROXIMATE AND SHOULD BE SHIFTED ACCORDING TO EXISTING STREET CONDITIONS TO O �Oe pA ACCOMODATE MINIMUM TAPER LENGTH DISTANCE FOR A SPECIFIED SPEED. 2. DISTANCES SHOWN IN PARENTHESES ARE APPROXIMATE 3. WHEN PREVAILING SPEED OF TRAFFIC IS 45 MPH (70 KM/H) OR GREATER, -A FLASHING ARROW SIGN SHOULD BE USED FOR EACH LANE CLOSED. -MINIMUM HEIGHT FOR TRAFFIC CONES SHOULD BE 28 IN. (0.7 M) -MINIMUM OF TWO OF THE LANE CLOSURE SIGNS (C20) SHOULD BE POSTED IN ADVANCE OF A LANE CLOSURE DELINEATION. No. DATE BY DESCRIPTION APRYD .__ 0 12/02/14 BD ISSUED FOR REVIEW ZAYO GROUP SBE JOB NO.: SHEET#: Sagebrush Engineering5BF. ATT JOB NO.: communication engineers 0 12/II/IA CD ISSUED FOR REVIEW NET FL IX T R 415 BEATRICE CT-STE G DESIGNED BY: BRD _ 1 2 BRENTWOOD,CA DRAWN BY BRD 94514 = 100 WINCHESTER CIR DATE 2/02/14 209-365-3598 - SCALE: bdurflinger0014@gmait.com LOS GATOS 1" = 40' 37 OF 40 SHEETS LANE CLOSURE CURB OR E.P. RAISED MEDIAN OR DIVIDING STR—IP ° a a D I D a -D D 0 D D D D D D a a o SEE \/.� \G� 1 ♦ INSTALL TEMPORARY NO PARKING SIGNS♦ CURB OR E.P. Q\ ��<,:-/..\\(-)(</ J\ W (If Required) �� O�Q �,,c, V..> TAPER �9'\I/6) �j rL //sc:\\:,,_/.....\.i G�G� G�� P�Q- ��P�\G� FORMULA �90� O� S S S TAPER L 150' (45m) WORK SEE CHART "A" SEE CHART "A" SEE CHART "A" SEE CHART "A" MIN. AREA LEGEND CENTER NO. OF LANES OR E 1 RIGHT j > ROAD LEFTS LANE LANE WORK CLOSED CLOSED AHEAD AHEAD END T SIGN ROAD WORK OS W20-1 C20 C30 G20-2 - CHART A - Y MINIMUM RECOMMENDED DELINEATOR AND SIGN PLACEMENT pill FLAGGER TRAFFIC SPEED TAPER LENGTH DELINEATOR SPACING SIGN SPACING (EACH LANE) (TAPER) (TANGENT) (ADVANCE OF TAPER & BETWEEN SIGNS) TANS 25 MPH (40 KM/H) 150 FT. (5014) 25 FT. (8M) 50 FT. (151) 150 FT. (50M) 30 MPH (45 KM/H) 200 FT. (60M) 30 FT. (8M) 60 FT. (18M) 200 FT. (601) TAN SAT 35 MPH (50 KM/H) 250 FT. (75M) 35 FT. (1 114) 70 FT. (2114) 250 FT. (75M) 40 MPH (60 KM/H) 350 FT. (110M) 40 FT. (1214) 80 FT. (2414) 350 FT. (110M) �j//� X45 MPH (70 KM/H) 550 FT. (170M) 45 FT. (1414) 90 FT. (27M) 550 FT. (170M) •50 MPH (80 KM/H) 600 F7. (180M) 50 FT. (15M) 100 FT. (30M) 600 FT. (180M) --► •55+ MPH (85 KM/H) 1000 FT. (3000) 50 FT. (1514) 100 FT. (3014) 1000 FT. (30014) O "NOTES: 1. DISTANCES SHOWN ARE APPROXIMATE AND SHOULD BE SHIFTED ACCORDING TO EXISTING STREET CONDITIONS TO ACCOMODATE MINIMUM TAPER LENGTH DISTANCE FOR A SPECIFIED SPEED. 2. DISTANCES SHOWN IN PARENTHESES ARE APPROXIMATE 3. WHEN PREVAILING SPEED OF TRAFFIC IS 45 MPH (70 KM/H) OR GREATER, -A FLASHING ARROW SIGN SHOULD BE USED FOR EACH LANE CLOSED. —MINIMUM HEIGHT FOR TRAFFIC CONES SHOULD BE 28 IN. (0.7 14) —MINIMUM OF TWO OF THE LANE CLOSURE SIGNS (C20) SHOULD BE POSTED IN ADVANCE OF A LANE CLOSURE DELINEATION. No. DATE BY DESCRIPTION APRYD Sagebrush Engineering 0 12/0/ SUED BD SUED FOR REVIEW BE ZAYO GROUP SBE JOB NO.: --• SHEET#: communication engineers ATT JOB NO.: 415 BEATRICE CT-STE G NET FLIX DESIGNED BY: BRD T R 1 3 BRENTWOOD,CA i DRAWN BY: BRD 94514 100 WINCHESTER CIR DATE: 02/14 209-365-3598 SCALE- bclurflinger0014@gmail.com - LOS GATOS N.T.S. 38 OF 40 SHEETS SHOULDER CLOSURE CURB OR E.P. MEDIAN OR DIVIDING LINE 1 10' (MIN.) • ./1. t •' ./.\/ . • • / • / / / ��/. CURB OR E.P. O S S TAPER L 100'(30m) WORK GeV Co �O SEE CHART "A" SEE CHART "A" SEE CHART "A" AREA 1. ��C� �� c4J V' 7 S� O 4...../ v �.O / 64/ 67 'Z` V� 41NSTALL TEMPORARY NO PARKING SIGNS ��e. (IF REQUIRED) 'C ROAD ROAD LANE END WORK NARROWS CLOSED ROAD WORK AHEAD LEGEND G20-2 W20-1 W5-1 C30 (CA) 1z=1 TYPE III BARRICADE W/S1GN >-( TYPE II BARRICADE W/O SIGN • CHANNEUZING DEVICE - CHART A - T TRAFFIC CONE WITH CUP ON SIGN T SIGN MINIMUM RECOMMENDED DELINEATOR AND SIGN PLACEMENT O SIGN AU ZED INTERSECTION TRAFFIC SPEED TAPER LENGTH DELINEATOR SPACING SIGN SPACING glp ARROW PANEL (FLASHING ARROW) (WHERE REQUIRED) (EACH LANE) (TAPER) (TANGENT) (ADVANCE OF TAPER 6c BETWEEN SIGNS) * HIGH LEVEL WARNING DEVICE (FLAGTR-EE) (OPTIONAL) 25 MPH (40 KM/H) 150 FT. (50M) 25 FT. (8M) 50 FT. (15M) 150 FT. (50M) 30 MPH (45 KM/H) 200 f7. (60M) 30 f7. (9M) 60 FT. (18M) 200 FT. (60M) In FLAGGER 35 MPH (50 KM/H) 250 FT. (75M) 35 FT. (11M) 70 FT. (2114) 250 FT. (7514) 40 MPH (60 KM/H) 350 FT. (110M) 40 FT. (12M) 80 FT. (24M) 350 FT. (110M) TANS TOW AWAY NO STOPPING - TO (SHOW HOURS) •45 MPH (70 KM/H) 550 FT. (170M) 45 FT. (14M) 90 FT. (27M) 550 FT. (17014) •50 MPH (80 KM/H) 600 FT. (18014) 50 FT. (15M) 100 FT. (30M) 600 FT. (180U) TANSAT TOW AWAY NO STOPPING ANY TIME •55+ MPH (85 KM/H) 1000 FT. (300M) 50 FT. (1514) 100 FT. (30M) 1000 FT. (300M) ® WORK ZONE (ACTIVITY AREA) LIMITS *NOTES: --6.- DIRECTION OF TRAFFIC (NOT PAVEMENT MARKING) 1. DISTANCES SHOWN ARE APPROXIMATE AND SHOULD SE SHIFTED ACCORDING TO EXISTING STREET CONDITIONS TO ACCOMODATE MINIMUM TAPER LENGTH DISTANCE FOR A SPECIFIED SPEED. OROADWAY DESIGNATION (A THROUGH D) 2. DISTANCES SHOWN IN PARENTHESES ARE APPROXIMATE 3. WHEN PREVAILING SPEED OF TRAFFIC IS 45 MPH (70 KM/H) OR GREATER, -A FLASHING ARROW SIGN SHOULD BE USED FOR EACH LANE CLOSED. -MINIMUM HEIGHT FOR TRAFFIC CONES SHOULD BE 28 IN. (0.7 M) -MINIMUM OF TWO OF THE LANE CLOSURE SIGNS (C20) SHOULD BE POSTED IN ADVANCE OF A LANE CLOSURE DELINEATION. No. DATE BY DESCRIPTION APRYD Sagebrush Engineering 0 12/02/1{ BD SSUED FOR REVIEW BE ZAY0 GROUP SBE JOB NO.: -'- SHEET#: communication engineers - ATT JOB NO.: 415 BEATRICE CT-STE G D T- NET FLIX DESIGNED BV: BR R 1 4 BRENTWOOD,CA _ _ DRAWN BY: BRO p�94514 100 WINCHESTER CIR DATE: 12/02/14 209-365-3598 ll _ scAtE: bdurflinger0014@gmail.com LOS GAT0S N.T.S. 39 OF 40 SHEETS t. 1 1 } 1 INSTALL TEMP. TANS INSTALL TEMP. TANS. SIDEWALK CLOSED I • SIDEWALK CLOSED , SIDEWALK CLOSED 80'MIN. (24M) 70' (21M) CROSS HERE R9-11A CROSS HERE T 1 �� II R9-3A R9-11A _6 � .'II 'I V�/ / /II if ?+,,,,,1-2 W11-2 ~'- BACK TO BACK - - W11-2 _,_ ACK TO BACK I, W11-2 70'(21M) 80'MIN.(24M) R1 1 SRS TALL TEMP. 1AR y. } 1 I I WORKSITE TRAFFIC CONTROL PLAN I TYPICAL SIDEWALK CLOSURE / \ SIDEWALK CLOSED STOP CROSS HERE \ / R9-3A R9-11A W11-2 W54 R1-1 142 INSTALL TEMP. TANS gliiil SIDEWALK SIDEWALK SIDEWALK CLOSED AHEAD CLOSED CLOSED MEAD CROSS TO CROSS TO OTHERIDE / OTHER�«SIDE •Z II f////��/////�/�A II II•. �I WORKSITE TRAFFIC CONTROL PLAN TYPICAL SIDEWALK CLOSURE SIDEWALK SIDEWALK CLOSED AHEAD CLOSED AHEAD CROSS TO CROSS TO SIDEWALK OTHER SIDE OTHER SIDE CLOSED Sagebrush Engineering DATE DESERIPTI°" ARRYD SHEET#: 0 12/02/14 BD ISSUED FOR REVIEW SBE ZAYO GROUP SBE JOB NO.: - ATT JOB NO.: - communication engineers 415 BEATRICE CT-STE G NET FLIX DESIGNED BY: BRD TR_ 1 5 BRENTWOOD,CA DRAWN BY: BRD 94514 100 WINCHESTER CIR DATE: 12/02/14 20urflin 3598er00 LOS GATOS SCALE: bdurflingerool4C�gmail.com - N.T.S. 40 OF 40 SHEETS „e` �o CERTIFICATE OF LIABILITY INSURANCE page 1 of 2 08/10�2Y015 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND,EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S),AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(ies)must be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement.A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTACT NAME: Willis of Colorado, Inc. � tij />-, PHONE FAX c/o 26 Century Blvd. 1, V CA4 Nn-ExTy 877-945-7378 (A/c No). 888-467-2378 P.O. 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INSR TYPE OFINSURANCE ADDL SUBR POLICY NUMBER POLICY EFF POLICY EXP I LIMITS I TRINSR WVD (MM/nnNYYY) (MM/nn/YYYy) A X COMMERCIAL GENERAL LIABIUTY Y Y 6309B867518IND15 8/1/2015 8/1/2016 EACH OCCURRENCE $ 1,000,000 pp ENTED CLAIMS-MADE ]( OCCUR R aoccurence) $ 1,000,000 MED EXP(Any one person) $ 10,000 PERSONAL&ADVINJURY $ 1,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $ 2,000,000 POLICY 1 PRO JECT X LOC PRODUCTS-COMP/OPAGG $ 2,000,000 OTHER: $ A AUTOMOBILE LIABILITY Y Y 8105121N520PHX15 8/1/2015 8/1/2016 COMBINEDSINGLELIMIT 1,000,000 (Ea accident) $ X ANY AUTO BODILY INJURY(Per person) $- ALL OWNED AUTOS SCHEDULED BODILY INJURY(Per accident) $ X HIRED AUTOS X AO OS NED (Per?acoid Y DAMAGE �$ _ $ B X UMBRELLA LIAB X OCCUR Y Y CUP5121N520TIL15 8/1/2015 8/1/2016 EACH OCCURRENCE $ 5,000,000 EXCESS LIAB CLAIMS-MADE AGGREGATE $ 5,000,000 DED I 'RETENTION$ $ WORKERS COMPENSATION I PER 0TH- AND EMPLOYERS'LIABILITY Y/N STATUTE FR ANY PROPRIETOR/PARTNER/EXECUTIVE NIA E.L.EACH ACCIDENT $ OFFICER/MEMBER EXCLUDED? (Mandatory.in NH) E.L.DISEASE-EA EMPLOYEE $ f yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES(ACORD 101,Additonal Remarks Schedule,may be attached if more space is required) Re: Netfilx - 100 Winchester Circle. A1r ao\Ik_ bcj 01 City of Campbell is included as an Additional Insured as respects to General Liability, Auto Liability and Umbrella Liability. General Liability policy shall be Primary to any other insurance in force for or which may be purchased by Additional Insured. CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF. NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE City of Campbell 70 N.lst Street Campbell, CA 95008 .9-Arlc r �- Coll:4744592 Tpl:1981608 Cert:23454747 ©1988-2014 ACORD CORPORATION.All rights reserved. CORD 25(2014/01) The ACORD name and logo are registered marks of ACORD AGENCY CUSTOMER ID: 10087 LOC#: AC2 ADDITIONAL REMARKS SCHEDULE Page_2_of AGENCY NAMED INSURED Zayo Group, LLC Willis of Colorado, Inc. 1805 29th Street POLICY NUMBER Suite 2050 Boulder, CO 80301 See First Page CARRIER NAIC CODE See First Page EFFECTIVE DATE: See First Page ADDITIONAL REMARKS THIS ADDITIONAL REMARKS FORM IS A SCHEDULE TO ACORD FORM, FORM NUMBER: 25 FORM TITLE: CERTIFICATE OF LIABILITY INSURANCE Waiver of Subrogation applies in favor of City of Campbell with respects to General Liability, Auto Liability and Umbrella Liability. ACORD 101 (2008/01) Co11:4744592 Tp1:1981608 Cert:23454747 ©2008 ACORD CORPORATION.All rights reserved. The ACORD name and logo are registered marks of ACORD