Loading...
ENC2018-00383 JoAnna Thomason From: Syed Wahidi Sent: Friday, March 22, 2019 11:45 AM To: 'Emily Thomas';JoAnna Thomason Cc: SEF- SJpermits;John Burchfiel . Subject: RE: Request to Cancel Permit: Permit#ENC2018-00383 (UG101575) Attachments: SJC_WSTG_770_W_HAMILTON_AVE_CAMB_UG101575_PERMIT_ENC2018-00383_ 1.16.19.pdf; SNJ_WSTG_SAN JOSE 086_1706ANOG.031_ENC_CCB_UG100018 _ENC2018-00214.pdf Hi Emily, ENC2018-00383 seems duplicate permit of ENC2018-00214. We will refund all the money except for the permit fee of $455 since the permit was already processed. JoAnna, Can you please refund and close out ENC2018-00383? Thanks. 0V•C� Syed Wahidi A��� Public Works Inspector U r Cite ol'Canipbell Public Works Department 0 0 70 N. first Street':, Campbell,CA 9 008 ti� wNNN�..c..it�.ofc.amt)bell_com 408.866.2165 From: Emily Thomas [ma i Ito:Em i ly.Thomas(amastec.com] Sent: Friday, March 22, 2019 9:54 AM To: Syed Wahidi Cc: SEF- SJpermits Subject: RE: Request to Cancel Permit: Permit #ENC2018-00383 (UG101575) WARNING: This email originated from an external sender! Good Morning Syed, It is the same as ENC2018-00214(attached). Please let me know if you need anything else. Thank you, Emily Thomas ,Permit Manager Utility Services MasTec North America, Inc. Cell:408-313-0060 -flasTec Email: Emily.Thomas@mastec.com 1 Vendor-# (Finance Use Only) City of Campbell - Check Request To: Finance Director Check Payable To: Mastec North America (35 Characters) i 4 Address-Line 1: 650 Quinn Ave. (35 Characters)' Line 2: (35 Characters) t City: San Jose State: CA Zip: 95112 t Description: Deuplicate permit refund (25 Characters) i . Permit Number: ENC 2018-00383 Invoice Date: f Total Amt Payable: $2,609.75 .(Exact Amount) Receipt 278909 Amount: 1/10/2019 I . Account Number. 101.730.4772 Amount: $2,609.75 = i Purpose: Refunding duplicate permit fee-see ENC2018-00214 ) I - i Requested by: Title: City Inspector Date: 03122/19 Syed Wahidi Approved by: Title: Sr.Engineer Date: Roger Storz Special Instructions For Handlinq Check Mail As Is: Malt in Attached Envelope: Interim Check-- ! Needed By: Return To: JoAnna Public Works (Name) (Department) Other: 1Utonouliuli.cityhall.ci.eampbell.caus.Iota]Froflle_DetaSSjoannatlDtsktop\My Fomu\Check RequestsWasteq duplicate permit rfndxls(Rev.03/08) a ........... ...........-.......................... ................................................................. ......................................... CITY OF CAMPBELL VENDOR NO. 10015466 CHECK NO. 273055 . ......... ... . r 101.740 4722 CR032219 2,509.75 REFUND DUPLICATE FEE b 10015466 MASTEC NORTH AMERICA CHECK DATE CHECK NO. FARGO BANK, N.A. 11-24 NTGOMERY STREET 1210 04/29/19 273055 CISCO, CA 94104 CAMPBELL;CALIFORNIA 95008 � > AMOUNT $- *****2, 509 . 75* 1 011CIF110) VOID AFTER 90 DAYS 0 II PAY THE SUM OF TWO THOUSAND, FIVE HUNDRED NINE DOLLARS & 75 CENTS ; WIi To THE MASTEC NORTH AMERICA I ORDER 650 SAN JOSE CA 95112 Z� 2 7 30 S Sum 1: 1 2 1000 21,81: ta 12 18 S S It & Silo .................... ........ ...................... .......... ..........-.......... . ............................ . .............. ........... ...................................... ........... ........................ ........................ ........................ ................................ ................. ............................ *See Reverse Side For Ealsy Opening, lnstFuctions* CITY OF CAMPBELL 70 NORTH FIRST STREET CAMPBELL, CALIFORNIA 95008 MASTEC NORTH AMERICA 650 SAN JOSE CA 95112 O¢ ` C� A U y 6 r s' r, 04CHAA9 CRTY OF (CAMPBELL Public Works Department April 29, 2019 Emily Thomas MasTec North America 650 Quinn Ave. San Jose, CA 95112 SUBJECT: Duplicate Permit Refund Regarding Permits ENC 2018-00383 and ENC 2018-00214 770 W. Hamilton Ave., Campbell, CA Dear Emily: Enclosed is the refund for the duplicate Plan Check and Inspection fee for 770 W. Hamilton Ave. Per our email, the Plan Check and Inspection Fee for Permit ENC2018- 00383 is being returned to you. The application fee for$455.00 will be kept because the permit was already processed. Please find your refund check in the amount of$2,509.75 is enclosed. Sincerely, Syed Wahidi 70 North First Street Campbell, California 95008 TEL 408.866.2150 • FAX 408.376.0958 TDD 408.866.2790 PUBLfC WORKS DEPARTMENT UTILITY ENCROACHMENT,TRAFFIC MISCELLANEOUS RECEIPT Effective July 1., 201:7 . TO: Finance PUBLIC WORKS FILE N0. LAG 21-018"0Q sg 3 P.RQPERTYADDRESS. -7 7p W. 9AM 1L.Ze-th1 Rlease collect & receipt fof the following monies: _ 4722 Utili :EncroachrrientPermifA Iication Fes $455.00 �'I'�35 • R-1 Encroachment Permit fQ/C Emergency Permits $f30.00 Plan Check&Inspection Fee Minimum Charge Per wLocation $420.00 Conduits/Pi brines yo to 500.Feet $2.951ft- Above 500 Linear Feet ManholeS/VabIts/Etc. Pole SetlRemoyal. $190;Qblea. . 47.60 Stara eContainer.Permit.Valid.0 to:.60 days aril . -. .$'170:0.0 ..: 4760: Pro ec#.Plans&S. .eoffitotiol�s.. . ....... :.Pia"ect No: '...• .• -•.. 4700 .... Stand4d..8 .ecificati.ons'&Details ... .... 4760 Enq-ineerin..Maps.&Plans. : Aerial.Plot 2-.4-"x 3T.. ... .. Aerial Print 6.1./2`'X 11" $32.00.. m;jb Research hdodes max oftwo.24`'936" Maps and Plans 24".k 3.6" ,4722 ..... Penalties; P.61dreW.td tgre. )JbI1CIR7 fQYeT1 hts. $IDO/Calendar Da .NtWni_Gode5eC. 1 .8.4:6..0.} , Penalties` Failure to.correct unsafe eonditions $1 ooleaienaar�a .. .. 4722 Work Without Permits 4 Ttmes A 11G&6 Fee/Mk ssoa 4728. . .Traff"rc.Fiow'Ma ` Dail .Traffic Voiurries .. $35:Oi�... : ...... ....:. .. .. .. Si nal Tiibin "information $73 e.hour.. . . 4728 . 427.1 Truck.p& its.. $16.00 perfrip 472:8. No Pirking Sighs $1 each or$251100 511..7424.. Other Please TOTAL ���6.4 NAME OF APPLICANT 4�1�L/ 1� 1 ctt NAME OF PAYOR � ONE `T V Z� /�n �,C�IY� rc ZIP c� ' ADDRESS FOR il=C EDDY z CITY CLERK ONLY Date Reset OF J:IFORMSITemplate lAdmi,i Umti.eWeceipt Form Utility Encroach—A&Mec 17-98.4- CITY OF CAMPBELL ENCROACHMENT PERMIT Permit No.: -0 3 � DEPT.OF PUBLIC WORKS (for working within the X-Ref. File 70 North First Street public right-off-way) Application Date 12/7/2018 Campbell,CA 95008 Issued \l b I I C1 Application Expiration Date 617/(9 Ph.(408)866-2150 Fx. (408)376-0958 Z13 APN �Permit Expiration Date O APPLICATION-Application is hereby made fora Public Works Permit inaccordancewith Campbell Municipal Code,Section 11.04.(Application expires in six (6) months if the permit is not issued. Application Fee is non-refundable.) A. WorkAddress: 770 W HAMILTON AVE. CAMPBELL, CA 95008 B. Nature of Work/Utility PLACE (2) TX5' HANDHOLE, BORE 765' OF 14' HDPE, TRENCH 30' OF 14" Trench Location: HDPE, TRENCH 35' OF 2-4" HDPE, PULL 1,036' OF 864F CABLE &TRACER ❑ No Fee Permit for work related to City Project Project Name: UG101575 770 W HAMI LTOrb 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 workshall conform to the City ofCampbell Standard Specifications and Details forPublic Works Construction;tlie 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. 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: Telephone: CHC CONSULTING-SHANNON SPAIN MASTEC ON BEHALF OF MCI METRO 408-439-3425 Address: 650 QUINN AVE. SAN JOSE, CA 95112 E-Mail Address: Please send email s to:sspain@s cconsu ting 24-HOUR EMERGENCY PHONE NUMBER: &sic-permiLs@chcconsulting.com Emily Thomas 408-313-0060 Is this work being done by the property owners at their own residence? ❑ Yes W] 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 any and all damages arising out of improvements completed in the public right-of-way. Accepted: MELA GUEVARA 12/7/2018 (Applicant Permittee) (sign) Date MASTEC Emily Thomas 12/7/2018 (Contractor) (Print Name) Date SPECIAL PROVISIONS: VW1. Street shall not be open cut for underground installations. Minimum cuts may be allow ed for connections or exploration holes.Such cuts maybe sperifirallurpproved by thr Inspector prinr to rutting. 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 cuL 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. S. 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. Public Notification Requirements: J 7. ()PEeiA.L 106—P-MIT CO D(TIeNS /�gt A-CY^4i-t�D SEE PUBLIC-WORKS FEE SCHEDULE FOR CURRENT FEES AMO NT // RECEIPT NO.PERMIT APPLICATION FEE $ I `t55 Z� a G jol PLAN CHECK DEPOSIT $ SECURITY FOR FAITHFUL PERFORMANCE/LABOR&MATERIALS $ CONSTRUCTION CASH DEPOSIT PLAN CHECK&INSPECTION FEE $ ,509'.15 EMERGENCY PERMIT FEE h APPROVED FOR ISSUANCE For City Engineer Date Permit Expire 2.Months After Date of Issuance W113 LF ? (5cy,'X 2.k5) + (2C5 4" i ►5� + (3 i-114 K li5al�75 GENERAL PERMIT CONDITIONS 1. The Permittee must provide evidence of insurance and Additional Insured Endorsements as required by the City.Insurance shall be maintained for the duration ofthe permit work. 2. A Construction Cash Deposit is required.Changes will be made against this deposit if there is an emergency call-out,overtime inspection orwhen City ordered barricading is required.Any such costs in excess of the deposit will be billed to the Permittee. 3. Refund of the construction cash deposit balance and refund or cancellation of the Faithful Performance Surety will be initiated by the written acceptance ofthe work by the City. 4. A one-year maintenance period and surety are required.Such period will begin on date of written acceptance by the City.Surety posted shall be equal to 25%ofthe original Faithful Performance Security. 5. Submit project schedule 10(ten)days prior to proposed start of work.Additional lead time may be required for work within City facilities and downtown Campbell. 6. 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. 7. Maintain safe pedestrian and vehicular crossings and free access to private driveways,bus stops,fire hydrants,and water valves. 8. 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. 9. A Construction Traffic Control Plan shall conform to the most recent version of the California Manual on Uniform Traffic Control Devices(MUTCD). 10. Replace,as directed by the City Engineer,any damaged or removed improvements in accordance with City Standards and Specifications at the sole expense ofthe Permittee as expeditiously as possible. 11. Sawcut for all PCC or AC removals.All PCC removals shall be to the nearest scoremark and new PCC shall be doweled to existing improvements. 12. Prior approval of inspector is required for any work proposed after normal working hours,on weekends or holidays and may require reimbursement of inspection costs at the current overtime rate. 13. Work on arterials and collectors may require the use of changeable message boards.Adequate signing and barricading is required on thejob 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 construction cash deposit. 14. Compaction testing of subgrade,base rock,and asphalt concrete by Permittee is required unless otherwise stated by the City Engineer. 15. 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.and on weekends. 16. No storage of materials or equipment will be allowed near the edge of the pavement,the traveled way,orwithin the shoulderline which would create a hazardous condition to the public. 17. 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. 18. This permit does not release the Permittee from any liabilities contained in other agreements or contracts with the City and any other public agency. 19. This permit is not transferable.Work must be performed by the Permittee or his designated agent or contractor as specified thereon. 20. Call back(call out)due to emergencies regarding this permit shall be at the current overtime rate with a three(3)hour minimum charge per occurrence. 21. 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. 22. If the public interest requires a modification of,or a departure from the permit,plans,special provisions and/or 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. 23. Permittee 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 a phone number. 24. Applicant shall remove water from utility vaults in accordance with the requirements of State Water Resources Control Board Water Quality Order WQ 2014-0174- DWQ. Said vault water shall not be discharged into the City of Campbell's storm drain system. See http://www.waterboards.ca.gov/water issues/prof;rams/npdes/utilitvvaults.shtml for more information. Applicant is hereby responsible for ensuring that all those providing services under the applicant are aware of and abide by all of the above conditions. Mela Guevara 12/7/2018 Applicant Date: MASTEC Tim Lundell 12/7/2018 Contractor (Print Name) Date: J:\FORMS\Templates\Encroachment Permits\Encroachment Permit STATIC form2.pdf Rev.04/18 Additional Permit Conditions December 14, 2018 Permit No. ENC 2018-00383 770 W Hamilton Ave 1. Police officers presence is required for the work at signalized intersections. Contact Campbell Police Dept minimum two weeks in advance. 2. Lane closure hours on Hamilton Ave shall be from 9 am to 3 pm. Lane closures beyond these hours without prior approval by the City shall constitute working without a permit and shall be assessed a fee of four (4) times this permit fee for each violation. 3. Due to pavement moratorium on Daryl Ave (north of Hamilton Ave), all trenches, potholes, and bore pits shall be covered with type 1 slurry seal. 4. Trench plates on Hamilton Ave shall be recessed. 5. New boxes/vaults shall not be placed in sidewalk unless otherwise noted on plans. 6. Notice of construction shall be given in advance to all affected residents and businesses three times prior to start of any work. First and second written notices shall be sent seven (7) calendar days and 48 hours in advance, respectively; Third verbal notice shall be given prior to the start of work scheduled for that day. 7. Vehicle and pedestrian access along and within the proximity of the work, and to side streets and private driveways shall be maintained at all times. 8. The site shall be swept as needed to maintain clean roadways, a minimum of once a day. 9. All edges of trenches shall be saw cut. Any broken pavement edges shall be squared up by saw cutting and repaved. 10. Working without a copy of the encroachment permit at the job site will constitute work without a permit. City will shut down work and applicant shall be assessed the penalty for working without a permit in the amount of four(4) times this permit fee for each violation. 11. The City reserves the right to amend this permit at any time with additional conditions as deemed necessary. 12. All permanent pavement markings shall be installed within seven (7) calendar days of final finish paving. Two coats are required for paint striping. Thermoplastic pavement marking and striping shall be extruded, and no spray-able application is allowed. 13. All sidewalk and/or curb/gutter replacement shall be saw cut to the nearest score line. ____k 7- Syed Wahidi, Public Works Inspector MCImetro ACCESS TRANSMISSION SERVICES LLC -- D.B.A. mco- VERIZON ACCESS TRANSMISSION SERVICES PROJECT:UG101575 PROJECT#: 073744-001_770_W_HAMILTON_AVE CAMPBELL,CA SITE SPAN: 1706AGGN.001 CLARIFICATIONNO. QUANTITY 600-630 765 LF 600-640 65 LF 200-212 868 LF 200-240 2 EA - - - 200-247 6 EA 200-270 45 LF 20G-281 150 SF TABLE OF CONTENTS: 400410 1,036 LF U. t „ 1. COVER SHEET 2. F.O.C.U.S.SHEET Project Location 3. CLARIFICATION SUMMARY SHEET 4. SYMBOLS SHEET r 5. CONSTRUCTION NOTES&DETAILS 6. HANDHOLE DETAILS E 7-9.PLAN VIEW (TC) to Z <y _ 0 . O SCOPE OF WORK: W > _>.-P ,• • PLACE(2)3'X5'X3'HANDHOLE W ° o 0 • BORE 765'OF 1-4"HDPE CC a _ • TRENCH 30'OF 1-4"HDPE G o ¢ =I • TRENCH 35'OF 2-4"HDPE U a a 31 PULL 1 036'OF 86 4F CABLE AND o 0 TRACER WIRE. w O O VICINITY MAP Q CAMPBELL,CA DATE: —1 011 612 01 8 PROJECT CONTACTS ENGINEER:N.ACEVEDA - ENGINEERING CONTRACTOR OWNERS REVISIONS NAME OF FIRM:CHC CONSULTING NAME OF FIRM:MCI METRO TRANSMISSION SERVICES LLCID.BA VERIZON BUSINESS DATE CES—PTION INITIAL PROJECT MANAGER:CHRIS OLDHAM ENGINEER:LAURA GALVEZ-MONTANEZ - VZP.EVISICN rv.A EMAIL:COLDHAM@CHCCONSULTING.COM PHONE:(925)279 16 11ItLte vZ REVISIOry N.S. PHONE:.4 250-0004 EMAIL LAURA.GALVEZ-MONTANEZ@VERIZON.COM ENG.PROJECT SUPERVISOR:RICHARD KNOVJLES NAME OF FIRM:MCI METRO TRANSMISSION SERVICES LLCID.BA VERIZON BUSINESS PHONE:94937M3 G ENGINEER:MARK GARCIA CONSTRUCTION CONTRACTOR PHONE:(925)4 576 EMAIL MARKGARCIA@VERQON.COM NAME OF FIRM:MASTEC NORTH AMERICA - CONSTRUCTIONMANAGER:TIMLUNDELL NAMEOFRRM:MCI METROTRANSMISSION SERVICES LLCID.B.AVERIZON BUSINESS PHONE:(253)375-3278 ENGINEER:STEVE T.LEOHNER / �`` �e CONSTRUCTION SUPERVISOR:LUIS PRIETO PHONE:(510)580L333 L/I//�N�``1 PHONE:(408)781-9476 EMAIL STEVE.T.LEOHNER@VERRON.COM SCALE CITY GOVERNMENT HORIZONTAL: NIA CITY OF CAMPBELL 4084166-2165 VERTICAL: N/A DEPARTMENTOFPUBLICWORKS s§ MP_TO MP 70 NORTHISTSTREET 1 C H C CONS 3L.1NC CAMPBELL,CA 95008 SHEET: 1 OF 9 �fv< 185W.Qa�gewaod Ava,64e 309 '< °iai 9e•DA na66 FILE:�o w_w.reILTONAve_i ucro157s Tel:1949)150-0W 4/Fax:1949)250-OM6 MCI Outside Plant FOCUS Fiber Optic Cable Uncovering System PROJECT:UG701575 1) The title of this program,F.O.C.U.S.,an acronym for Fiber Optic Cable Uncovering System was selected - CAMPBELL,CA to remind everyone involved with working near MCI's active fiber optic systems to focus on protecting CLARIFICATION NO. QUANTITY the facilities. If,during the course of the project.YOU notice any activity which may jeopardize the MCI OSP facilities,it is your duty to stop the work and re-FOCUS MCI Outside Plant Construction General Requirements 2) FOCUS rules must be followed on all MCI projects involving work on or near MCI OSP facilities. Safety is MCI's number one priority;everyone must refrain from unsafe and improper practices. 3) Review of FOCUS is mandatory at every Pre-bid,Pre-construction,site meeting and daily tailgate All Federal,State and local safety regulations must be followed without exception, meeting. FOCUS discussion must include site-specific history,unique problems,facility configurations that may be encountered,and past errors."Those who do not learn from history are doomed to repeat it". Do not let this happen to you. • Personal protective equipment appropriate for the specific work site shall be used at all times.At a minimum,hard hat,safety shoes/steel toed boots and florescent orange or 4) Any work near or requiring handling of MCI Outside Plant facilities can only be performed with an MCI green work vest are required upon entering any MCI work site. empluy-ce or contract representative present--THIS MEANS OUT OF HIS OR HER VEHICLE AND DIRECTLY MONITORING THE WORK.The representative must have a properly operating cable locator checked for accuracy every day prior to commencement of work(comparison of line and depth • Use of intoxicants,drugs,inhalants or any other substances that may impair alertness are readings to actual line and depth of the cable). strictly prohibited. 5) Locate and Pothole Requirements. • Contractors are NOT allowed to cut any cable.Cables scheduled for removal will be cut • Prior to any excavation,the MCI employee or contract representative must verify the initial locate by MCI Operations personnel,and only after verification that al I traffic has been N Z marks completed by MCI Operations.Do not trust locate results completed by others! The MCI off-loaded. O v O or contract representative must locate the cable running line by making at least one pass in each nN/ 5 I~ direction. Locate results must then be compared with previous marks and the asbuilts. L.L af w D > • Extreme caution must be used at all times when working on or near active cables.An �-- Z If the proposed wort:involves digging or excavating within 3 jeer of dte cable,the cable route will be MCII employee or contract representative must approve and be present prior to and LU z oO marked continually with orange paint and supplemented by marker flags placed every 10 ft. The during all cable handling activities. C Co O 2 excavation contractor must pothole(all potholes must be completed by hand digging or vacuum C z i to excavation)a minimum of every 15 ft.,then expose the entire length of the cable by hand digging or ¢ a �I vacuum excavation. - Tools and equipment specifically designed for thejob at hand are required.USE THE U Z w PROPER TOOL FOR THE JOB. O w Co • If the proposed work involves digging or excavating within 5 jeer(Gut not closer than 3feer)of the _ w � cable,the cable route will be marked continually with orange paint and supplemented by marker flags c07 O placed every IOft.The excavation contractor must pothole the cable a minimum of every 15 ft. Conduit work involving active cables requires specialized tools specifically designed to < access ducts with active cables. • If the proposed work involves digging m excavating within l5feer(hut not closer than 5jeer)of the cable,the cable route will be marked continually with orange paint and supplemented by marker flags DATE: 1 011 6/2 0 1 B placed every 10 ft.The excavation contractor must pothole the cable a minimum of every 30 ft. • Protecting MCI facilities IS EXTREMELY important;however,SAFETY regarding ENGINEER:N.ACEVEDA yourself and others is the most important part of any project • The cable will also be potholed at any change in the running line of more than 1 ft.in any direction, REVISIONS anytime the accuracy of the electronic locate is questioned,or the marked running line does not match Dore DESCRIPTION INlnnL the as-builts. - movie VZRE ISION 6) Exposing Requirements. Signature: 111+v+e VzaavisioN us. • No mechanical excavation within 3 ft.of OSP facilities will be allowed unless the facilities have first been properly located,potholed,positively identified,continuously exposed by hand digging or vacuum excavation,and the facilities are clearly visible. _ Release 1.0 • In addition,mechanical excavation within three feet of OSP facilities requires onsite prior approval from MCI's employee or contract representative. a.mE�=•>amao�w==�.. °°� 7) Please refer to the latest edition of the NICI OSP Handbook for additional details.Know it and follow it SCALE HORIZONTAL: N/A VERTICAL: N/A Release 1.0 ;$k i i ICS ' lI s MP TO MP SHEET: 2 OF 9 �?i:a•,. Maas w.a4N9Aw•e Are.sml•ao9 'Ofxn9•,cA 92eas FILE:7row_wuluron'_AVE_ZUcm1s75 Tel:(949)256 4I Far:(949)259d09G �t CLARIFICATION NOTES PROJECT:UG101575 CAMPBELL,CA CLARIFICATION NO. QUANTITY 100 110 JACK AND DRY BORE CONOUIT(S) 200 210 PLACE CONDUIT 212 PLACE HIGH DENSITY POLYETHYLENE(HOPE) 213 ROCK ADDER - 214 SLUR RYBACKFILLADDER 215 EX OSECONDUIT 216 EXPOSECCNDUITANDRELOCATE 217 EXPOSE CONDUIT AND REPLACE/SUBSTITUTE 218 EX POSE ANDREMOVE CONDUIT 219 EXPOSE AND REMOVE CONDUIT(ABANDONED) 22D CONCRETE ENCASE 221 REMOVE CONCRETE ENCASEMENT 222 REMOVE CONCRETE CAP 24D PLACE HANDHOLE 244 REMOVE EXISTING HANDHOLE PROJECT CLARIFICATION SUMMARY 245 RELOCATE HANHOLE REPIACEISUBSTTTUTE HANDHOLE 247 EXCAVATE SPLICE PIT CLARIFICATION CLARIFICATION DESCRIPTION QUANTITY UNIT 2. PLACE MANHOLE NUMBER NUMBER AND ALPHA 252 REMOVE EXISTING MANHOLE 255 RELOCATE PRECAST MANHOLE 600 630 DIRECTIONAL BORE 765 LF 256 RE PIACEISUBSTITUTE PRECAST MANHOLE 260 CONSTRUCT WALL 600 640 OPEN TRENCH 65 LF O w 270 REMOVEANDRESTOREASPHALT N U F. 280 REMOVE AND RESTORE CONCRETE. 200 210 PLACE CONDUIT 866 LF L.L IY 281 REMOVE AND RESTORE SIDEWALK L� w of > 282 REMOVEAND RESTORE CURBING 200 240 PLACE HANDHOLE 2 EA r N Z OZ al 30p 310 ATTACH CONDUITTO WALL OR STRUCTURE W o 200 247 EXCAVATION SPLICE PIT 6 EA In U 3tCONDUIT FROM WALL OR STRUCTURE En z Q 32 COREORE BORE BO 2 RE U) Z S 33D ATTACH PULUSPLICE BOX TO WALL OR STRUCTURE 200 270 REMOVE AND RESTORE ASPHALT 45 LF Z g 3 4DD 410 PULL CABLE 200 281 REMOVE AND RESTORE SIDEWALK 150 SF U FQm- w 41 0 1 PULL THROUGH DUCT NNNERDUCT) w 415 REMOVE CABLE FROM CONDUIT 400 410 PULL FIBER 1,036 LF w j 420 REPOSITION ACTIVE CABLE SLACK U O U Q 500 510 DIRECT BURY CABLE 515 EXPOSE DIRECT BURIED CABLE 5t6 EXPOSE DIRECT BURIED CABLE AND RELOCATE - 517 REMOVE AND DISPOSE OF CABLE DATE: 1 011 6/2 01 8 520 PIACEAERIALCABLE 525 RE LOCATEAERIALCABLE - ENGINEER:N.ACEVEDA 526 DE LASH AERIAL CABLE 527 RE LASH AERIAL CABLE 528 REMOVE AERIAL CABLE REVISIONS 530 PLACE POLOPUSH BRACE GATE DESCRIPTIaN INITIAL 535 REMOVE POLE/PUSH BRACE 10l3Wt8 v2 REVISION NA 5m 610 JETTING CONDUIT 1/t2lta VZ REVI-NS. fi20 EMBEDMENTPLOW 630 DIRECTIONAL BORE _ 640 OPEN TRENCH 7W 710 PLACEBURIEDCABLE MARKERSANDSIGNSIMWCOM WATER CROSSING SIGNS 711 PLACE ISOLATOR/PROTECTION SYSTEM AT EXISTING - HANOHOLESIMANHOLES srrrsevame,.c.xi '0� 712 REMOVE BURIED CABLE MARKER POST/HARDWARE , 714 REMOVE CONCRETE BURIED CABLE MARKER POST SCALE HORIZONTAL: NIA VERTICAL: - N/A t,. MP TO MP iIN SHEET: 3 OF 9 ,a- tens w.o/aeeavwm Ave.,sane Soo ` 'aaeae.cA s2sse FILE:Tru Ha N-Avu-157s Tel:(9n912564pD4/Far:ry49)25DOOD6 SYMBOLS KEY - ' BURIEDCABLE —PROPOSES EXISTING CULVERT(SIZE AS INDICATED) �; �=< MCI_ . AERIALCABLE . A A BRIDGE PROJECT:UG101575 CAMPBELL;CA STEEL CASING CLARIFICATION NO. QUANTITY HANOHOLE,MANHOLE OR PULLBOX . CORE BORE �������� C______ Q ' JACK AND ROPE POLE ' SOB® OB ANCHOR -� DIRECTIONAL BORE. TRENCHING '- -A————— — ——- STRUCTURE BELOW GROUND ❑ ❑ TOBEREMOVED CRABANDONED I�AB ANDS ABAND TREES Q (SHOWN FOR HDPE) STREET LIGHT/LIGHT POLE # X[ UNDERGROUND UTILITY(TELEPHONE) -T® T - n FIRE HYDRANT Y'Y MAINTRACKS UNKNOWN MANHOLE O O AUXILIARY TRACKS STORM DRAIN CENTERLINE — WATER MANHOLE RIGHT-0E-WAY RAN GAS VALVE f i 2 FCC— POD WATER VALVE Ch to FACE OF CURB O O o ~ EDGE OF PAVEMENT ®EDP— EOP POWER MANHOLE ® w 7 j SEWER MANHOLE O © L- m I- ¢I DITCH LINE Dtl-� D/L 1 p Z O O POWER TRANSFORMER ®W ® uJ N U CITY O O,COUNTY OR STATE BOUNDARY LINE -CATCH BASIN ® ® - tlj Z sl z 3 PROPERTY LINE TELEPHONE MANHOLE QT © U- a o c 1- W FENCE LINE —X— ELECTRIC METER G y M W GUARDRAIL RAILROADSIGNAL w (0) O Q SEWER UNE —SS— SS - TRAFFIC SIGNALca WATERLINE sW— W TRAFFIC LOOP CONTROL BOX DATE: 10/16/2O16 STORM GRAIN LINE s SDI SD EXISTING PEDESTALtALL PEDESTALS ENGINEER:N.ACEVEDA _ ELECTRIC UNE —E— E POTHOLE PH REVISIONS —G® G DATE DESCRIPTION GAB LINE BORE PR INITIAL OItB KREVISION N.A MFS TELCO LINE MFS— MFS —' tt/tote VZ REVISION- M.S. BROOKS FIBER TELCO UNE ,—SFC— BFC TRAFFIC SIGNAL LINE TS TS - - EASEMENT ——————— SCALE HORIZONTAL: N/A l _ VERTICAL: N/A MP TO MP € r., CI IC CONSUL SHEET: iI of s £ �;teas w.Dr+�ea..00a aye.,sine aoo flange,CA 93860 FILE:na_w wm+arory AVE_x uomtns Td:(9aS)]56WDa/Fu:19ae)2560�di GENERAL NOTES CONSTRUCTION NOTESy�, 1. NICICOMPRISES THE FOLLOWING OPERATING ENTRIES: 1, ALL CONDUITWILL BE 2'HDPE. • MCICOMMUNICATIONS SERVICES,INC. 2, CONTRACTOR ISRESPONSIBLEMR LOCATING ALL UTIUTIES TYPICAL DETAIL IID" NICI METROACCESSTRANSMISSIONSERVICES.LLC • MCI METRO ACCESS TRANSMISSION SERVICES OF VIRGINIA,INC. 48 HOURS PRIOR TO CONSTRUCTION ACTIVITY. STANDARD TRENCH • MCI ETROSXCHUS TITS,INC.TRANSMISSION SERVICES OF 3. ALL UNDERGROUND OBSTRUCTIONS,WHEN LOCATED,WILL MASSACNUSETTS,I REQUIRE THE PLACEMENT OF A BURIED CABLE MARKER AND • METROPOLITIAN FIBER SYSTEMS OF NEW VORK INC. TRENCH AND PLACE AT PROJECT:UG701575 THE PLACEMENT OF 4"MANUFACTURED SPLIT PVC,BSP/GSP 2"DUCT AT 36"DEPTH 2. ALL WORK TOBE DONE ND L EXTREME VICE WIIFlBEROPTICCABLE OVER ORUDER EACH OBSTRUCTION. CAMPBELL,CA O CARRYING TRAFFIC CTO LOSS OF SERVICE WILL RESULT IN LOSS 95%MIN.R.C.REPLACEMENT OF REVENUE.CONTRACTORSHALL NOT MESWORK INNAMANN ER CEOF 4. SHORING MAY BE REOUIRED AND SHALL COMPLY TO O.S.HA. IF PAVEMENT,"OR LESS REMOVE AND INCLDEIN REPAIR 0.25'MIN CLARIFICATION NO. OVANTITV MAY AFFECT TRAFFlLCARRYING FACILITIES IN THEA&SENCEOFAN STANDARDS. OF PAVEMENT,REMOVE AND 18' AND INCLUDE IN REPAIR MCI EMPLOYEE OR CERTIFIED CONTRACTOR. INCLUDE IN REPAIR MIN. B. ALL BURIED CONDUR/CABLE WILL BE PLACED AT 36'MINIMUM 3. ALLWORKTO BE PERFORMED IN STRICT ACCORDANCE WITH THE COVER UNLESS SPECIFIED OTHERWISE ON THE EXISTINGGRADE APPLICABLE CODES OR REQUIREMENTS OFANY REGULATING CONSTRUCTION DRAWINGS. GOVERNMENTALAGENCY,MCI BUSINESS,OR THE RIGHT-OF-WAY- �I GRANTOR. 6. MECHANICAL PROTECTION SHALL BE REQUIRED ANYTIME A W MINIMUM COVER IS UNOBTAINABLE UNLESS SPECIFIED 95%MIN.R.C.CLASS II BASE 4. LOCATIONS OFSOME OFTHE PHYSICAL FEATURES WERE OBTAINED OTHERWISE ON THE CONSTRUCTION DRAWINGS. 12•MIN. (IF EXISTING)MATCH EXISTING FROM DATED RAILROAD VALUATION MAPS OR OTHER DRAWINGS, 7 VERIZON BUSINESS PERSONNEL To BE CONTACTED BY THE THICKNESS OR 6"MIN AND MAY BE AS SHOWN OR DEPICTED ON THESE DRAYINGS. CONTRACTOR 48 HOURS PRIOR TO CONSTRUCTION.SEE \� 5. UNDERGROUND UTIUTIES HAVE BEEN PLOTTED FROM AVAILABLE CONTACT SHEET FOR CONTACT NAME AND TELEPHONE / v S� BURIED CABLE RECORDS AND FIELD OBSERVATIONS,BUT ARE NOT NECESSARILY NUMBER. 36'MIN. �\ / MARKERTAPE EXACT.THERFORE,UTILITY LOCATIONS WILL BE VERIFIEDAT LEAST B. ALL STATIONING IS BASED ON AS-BUILT INFORMATION, COVER ` 100 FEE TIN ADVANCE OF TRENCHING OR PLOWING.SO THAT THEREFORE SOME VARIANCE SHOULD BE ANTICIPATED. VARIABLE BASED �\ CHANGES IN CABLE PLACEMENT CAN BE MADE IN EVENT OF ADJUSTAS NEEDED. ON FIELD CONDITIONS CONFLICTS. 9. RAILROAD COMMUNICATION AND SIGNAL CABLES TO BE S. ALL KNOWN SMUCTIURDE WNTRUCTIONSAAUGH ENON THE 95%MIN R.C.12"WIDE LOCATED PRIOR TO CONSTRUCTION ACTIVITY.RAILROAD TO CON ALSO T IO RESPONSIBILITY YOF HE CONTRACTOR NMRED BE GIVEN 48 HOURS NOTICE PRIOR TO CONSTRUCTION. % / SACKOR CEMENT ENTSSE 2 ARE PROTECT, THE RESPONSIBILITYOFTHE CONTRACTOR TO LOCATE. SACK CEMENT SLURRY PROTECT,AND REPAIR,IF DAMAGED. 10.ALL BURIED CABLE MANALLNPOSTS AND TING ROUT PUKED T. ANY PAVEMENT, CURES,GUTTERS,SUCH WALKS,DRAIN A E OR CONCRETE ANDIOSHALL E IMPLEMENTED M LEE ENTEDA FO LOWS:EWAND STING ROUTER PAVEMENT,CURBS,GUTTERS,S.GRA DRAINAGE DITCHES, SHALL8ETH EMROT SSATARE5: EMBANKMENTS,REOTOORGI ,GRASS SOD,ETC..IF DAMAGED. A NORTH TE SOUTH GEOGRAPHICAL ORIENTATION. HE 2'HDPE SHALL BE RESTOREDTOORGINAL OR BETTER CONDITION. SORUTHERN-MOST SIGN ANDPPOST SHOULDA BE THE S. ET.) ESUGGES SPECIFIED IONSONLY AND IN ARE INTENDED AS PLOW, REMOVED.-FOR ALL ROUTES BEING BE CONSTRUCTED, ETC.)ARESUGGESOI RA ORMLAREN IrIED.NDED AS OFEACH HASTWILL BE PLACEDAT THE NORTH END N Z REQUIREMENTS.CONTRACTOR WILL eE NOTIFIED. OF THOSE ROUTES. O W 0 B.ON THOSE ROUTES THAT ARE CONSIDERED TO BE IN () AN EAST TO WEST GEOGRAPHICAL ORIENTATION,THE - ~ WESTERN-MOSTSIGN AND POST SHOULD BE REMOVED. MW j > 'FOR NEWROUTES BEING CON STRUCTED,ONESIGN W 0_ POSTWILLBEPLACEDATTHEEASTENDOFEACH I-- Z N ZI HANDHOLE Ws 0 ° g z z ¢ 3 TYPICAL DETAIL"A" < a o DIRECTIONAL BORE W g DIRECTIONAL BORE CROSS SECTION W 7'HDPE AT 36"DEPTH U O EXISTING GRADE ¢ ADDITIONAL NOTES IICII C-II CRIIC91IC110II�I c� DATE: 10116/2018 1. EXCEPTArl INTAIN MINIM OTHERWISE NOTCHES O RACTORTION F IEIIEI E E EIIE �IIEIi—I1}c ENGINEER:N.ACEVEDA EXISTAGUTILIIES.OF2d INCHES Or SEPARATION FROM T II�II� J EXISTING UTILITIES. 2 CONTRACTOR SHALL POTHOLE EACH UTIUTY TO DETERMINEI ICI ICI ICI ICI ICI ICI SIZE,LOCATION,AND DEPTH PRIOR TO CROSSING. 7+4nNIIiCnWIIC-rtWIICnLILIS�TWWICTT REVISIONS 3. CONTRACTOR IS CAURONEDTO PROTECT SEWER COVER DEBCRIPTK)N IrvrtlAl =II�II=II�II=I'all1 TES MANHOLES,CATCH BASINS,LATERALS AND INLETS. VI RBvaION "A T1CIICI1C ll��l ill 1v1L1B vt RenslON M.S. 4. CONTRACTOR WILL PROVIDE BARRICADING TO INSURE WH ]II=II�11 CORRECT TRAFFIC CONTROL MILE MAINTAINING VEHICULAR III I'�I� TRAFFICATALLTIMES. mill E'IEL' E 5. RESTORATION TO BE IN COMPUANCWITH MCLAND �Il�II APPLICABLE PERMITTING AGENCIES. II, 6. BONDING AND GROUNDING PER G095. �1 NOTE:DEPTH WILL VARY O AND WILL BE ADJUSTED TO A GREATER DEPTH AS �2"HOPE ,v EXISTING UTILITIES ARE IelrrF PUBLIC UTILITY NOTE: LOCATED AND DEPTHS ARE SCALE PROVIDED BY LOCATOR. CONTRACTOR SHALL NOTIFY ALL PUBLIC UTILITY COMPANIES(GAS,ELECTRIC, HORIZONTAL N/A TELEPHONE,SEWER,WATER,ETC)PRIOR TO COMMENCING ANY CONSTRUCTION. VERTICAL: N/A THESE COMPANIES WILL LOCATE,ON THE GROUND,THE LOCATION OF ALL CONDUITS,DUCTS,UNDERGROUND PIPING,ETC.,ADJOINING&CROSSING gF MP TO MP 3t %CHI 0i -TINGrUi SHEET: 5 OF 9 PROPOSED CONSTRUCTION. 61 �J= 18d5 W.OnS_Ave.,Sula]00 Qa,ge,CA 92B66 Fl WLE:nD MAMILT0l AVE-]'LG1015T5 Tef 1944CAII d/Feat:(9dB)3504XIOfi DETAIL"A" 3' x 5' x 3' SPLIT HANDHOLE DETAILS DESCRIPTION DETAIL"A-1" DETAIL"A-2" NONSKID SEE DETAIL LIFTING SLOT LOCK DOWN DEVICE ENGAGED LOCK PROJECT:UG101575 SURFACE THIS SHEET q•x2'VATHCENTERPIN DOWN DEVICE NEOPRENE RUBBER CAMPBELL,CA EMSMARKER TWO PIECE REINFORCED POLYMER 4'X1.50"%.25' NEOPRENE COVER .60"STAINLESS STEEL 3M CAT g1911 MORTER(RPM)COVER FOR .1B WITH FL W (ONE SIDE ONLY) 2S.—I-ES.LOADINGWEIGHT A WITH FLAT A ACMETHD.BOLT& CLARIFICATION NO. QUANTITY WASHER CAPTURE NUT WI LOCK DOWN aoA p STAINLESS ENO CAP DEVICEAND (SELF CLEANING) S IN. DIRT SHIELD O C BEE OETAIL'A-1' MCI �..G THIS SHEET 1-80U-624-967 ® .00IN. P10W UNISTRUT UNIS UP CHANNEL 1.62F X T BEAM 1.(3 REO RED) (3 REONRED) LOCKING BEAM SECTION A-A (CENTER ONLY) .3TS INSERT BE DEVICE SEE DETAIL-A-2- CROSS SECTION THIS SHEET DETAIL"A-Y WALLEYE CABLE RACK REINFORCED POLYMER REINFORCED MORTAR FRAME(RPM) POLYMERMORTAR .AO; COVER HOLD DOWN BRACKET BONDED TO VAULT BY LOVER AND FRAME a.e OF 2-PIECE RPM COVER SEE DETAIL'A-0' MANUFACTURER THIS SHEET d. Q G C .C an C ,31SINSERI' PLASTIC LABS LT(FRPRCED d d d: (TYP1 PLACES)LS) PLASTIC VAULT(FRP) vC � EYE BOLTSC 3-REINFORCED - TYPICAL-4 PL RIB 4ULT A-' — - FlBERGLASSVAULT U .TS'%13S HEX BOLT WITH NUT,AND WASHER N Z W U DRAW HOLES GA. COVER HOLD DOWN � U SP PENING(MAX) DETAIL"Br' ( w > ONSIDE BRACKET HOT DIPPED DIMENSION) GAILY)(2 RED'D) Q (TYP<PLALES) to H I VAULT BOTTOM z z o ,-HOLES PLAN VIEW DETAIL"A-4" W ° KNO OR ® (144 SO.IN.TOTAL DRAINAGE) C N U cJ 2 4 GROUNDROUNDROD FRP VAULT BASE 12. SUPPORT BEAM G 6. P. INSTALLATION u) z = 1'OIA HOLE (TYP.AT 6 PLACES U 5 ' 3 FOR GROUND ROD RPM COVER <of W FRP VAULT t2, (TYP-2 PL) C5 F O F. FF 6"%6"DRAIN .nO.:n. G LA 1" 1 1.26" 35.60' Stl'OPENING(MAX) 'O 1.26'FULLRAD 09.E0" (ttP-q PU ` O p' SUPPORT fUJ ° (BOTH ENDS) :12. RPM FRAME;P., .i.Q:..d..d: BEAM Q 2(B'FULL ENDS) 4" c n . (BOTH EN0.S) F VAULT 1'FULL BAD RP 2" BASE Q > (BOTH ENDS) C a'a .� DATE: 10/16/2018 TS BOLT MOUNTING HEX - r BRACKET p.) ENGINEER:N.ACEVEDA MP12l DETAIL"C" 2PL) W-PL) DETAIL"Dr' FIBERGLASS�v EXCAVATION PIT SIDE WALL VIEW VAULT REVISIONS INSIDE LOOKING OUT DATE DESCRIPTION INITIAL PLAN PROFILE vZREVISION NA. 30" 3P' 11/fi119 VZ REVISION M.S. Imo-- T-D' EMSMARKER T• T' SUITABLE DIRT I (ONE SIDE ONLY) 5'-J.SAA NOTES: EACKFILL EXISTING GRADE 1.VOID IN EXCAVATED AREAS TO BE BACKFILLED � WITH SELECT MATERIAL �� _ ITABLE DIRT 2.BOTTOMOF EXCAVATED PIT TO BE BACKRUED CKFILL WITH 12'OF CRUSHED STONE(.iS GRADE). 3.SHORING WILL BE REQUIRED. 4.ALL HANDHOLES SHALL BE PLACED BELOW 4.T5 zS %STINGGRADE.RV NOTE: B.THIS HA1mHOLE IS OF FIBERGLASS MATERIAL, emus�swm.wa�u ^v'Y Nwauxot eE PVC,BSPIGSP .3TS"LAG BOLT LINEAR DISTANCE BETWEEN APPRO%IMATELY POUNDS INWEIGHT. OR HOPE ANCHOR(lYP.) LAG BOLT ANCHORS MUST THE UDS ARE POLYMER CONCRETE MATERIAL, SCALE CRUSHED STONE CONDUIT MR) BE 25'. EACH APPRO%INNTELY POUNDS. _ HORIZONTAL: N/A - VERTICAL: N/A ;Jq; MP TO MP $I��g x`-.,� C CC11`:'`UI j ING SHEET: 6 OF 9 y�(' - 1895 W.Orangewotl Ave.,Suite 300 gan949)2 66B PILE:Itp y�HgMLLTONpvF;UG101515 Tel:(949)26DD004/Fu:(999)250.D0p6 CONSTRUCTION NOTES _ ,,.„.- " OPL.27'1-4"HDPE SEE ET �. VIA TRENCH @ 36"COVER NEW 3'X5'X3'HH TO NEW 3'X5'X3' HH ti1ATCH SURVEY 8 INSTALL BY DIRECTIONAL BORE AND OPEN STA. 20+37 2O DIG 4'X 4'BORE PIT TRENCH (1) 4" HDPE CONDUIT. PULL(1) 0' 1 1 864F CABLE AND TRACER WIRE (283 LF W—W) 0' 30' 0 I1 PROJECT:UG101575 O PL.13'2-4"HDPE 4 20 03 i CAMPBELL,CA FqN 15 G 10• VIA TRENCH @ 36"COVER FIB:BUR8 61518568 13 864E CLARIFICATION NO. QUANTITY BACKHAUL LOOP STOCKTON TO WESTGATE o 12 11 10 60G-630 381 LF O PL 214'1-4"HDPE + 600-640 57 LF VIA BORE @ 36"COVER E � RM 200-210 466 LF 4 C) IO' CSW ® o O5 DIG 4'X 6'BORE PIT SD 5FOC 200-240 1 EA o 0 200-247 5 EA "f °w W W 200-270 42 LF © DIG 4'X 4'BORE PIT o u' 200-21 125 SF y O, 400-410 566 LF o 9 O VIAT TRE2-4"NCH PE W HAMILTON AVE VIA TRENCH @ 36"COVER 3 19+34 10+00 11+00 $� P�1i.3X5,X3,#??;NDFiGEF o a O ICRETi�--S-IDEVJA EF sD OPL.84''14"HDPE B VIA BORE @ 36"COVER Uo o yp 6 N o C o 10 DIG 4'X 4'BORE PIT 3 + 7 y�/ OPL 31'1-4"HDPE W SD FOC In z 11 VIA BORE @ 36"COVER `� R- ''°i- 10' CSW o O cNwi O °o RM N RIN 12 DIG 4'X 6'BORE PIT - 5 Zw LU m Fn In F OPL.52'1-4"HDPE mo '' 6 W 0 0 13 VIA BORE @ 36"COVER °3 xQ = C in 1 Q U~7 Z C_ N Z =1 �€ U < Ofo + N X LU J F x POLE DETAIL cOi 0 ��O VI i0 TOPMEW Q EX. 3'X5'X3'HH TO NEW 3'X5'X3' HH o INSTALL BY DIRECTIONAL BORE AND OPEN �+ DRIVEWAY o TRENCH (1) 4" HDPE CONDUIT. PULL (1) �� Z PLACE 864F CABLE AND TRACER WIRE (244 LF W—W) o Q m Q 1-2-HOPE OATS: 1011 6/2o16 FON ID: Q 8 d J ENGINEER:RACEVEDA FIB:BUR:: 61518568 '-� > 864E A � REVISIONS BACKHAUL LOOP STOCKTON TO WESTGATE 3 7' oArE oescawnory rime 45' o )vnie vz Revwory 11/fbfB VLREVWOry KS. v, w � o 2 8 ,fit 3 X5'X EX. 3'X5'X3'HH TO EX. POLE N UTL oo ,:P INSTALL BY OPEN TRENCH (1) 4- HDPE CONDUIT. PULL (1) 864F CABLE AND TRACER WRn°°oa ou. WIRE (40 LF W—W) 5' 3' 1 3'X5'X3' HH SCALE FON ID: HORIZONTAL: 1:40 FlB:BUR:: 61518568 0' 20' 20' 0' 864E 30' 30' Cail....... VERTICAL 1:40 BACKHAUL LOOP STOCKTON TO WESTGATE 60' MP TOMP 3 .CFTC CON- SULTINIC SHEET: 7 of 9 .3..�:�- 19GSWQan9evmod av°.,$°L°JW oa"e°,cAnase FILE',r,4 w wvm�ror+_a�z wfoisn Ttl:(9C9)254pWIfFu:ryC9uS000W - CONSTRUCTION NOTES OPL.91'1-4"HDPE . VIA BORE @ 36"COVER MCI. 2O DIG 4'X 4'BORE PIT PROJECT:UG701575 OPL.8'2-4"HDPE CAMPBELL,CA 3 VIA TRENCH @ 36"COVER CLARIFICATION NO. QUANTITY 60a630 254 LF 4 aL 3X�5 3 HAS GHOLE SHEET 600-"0 8 LF l£C0 3CP,ETE,SIDEWAL MATCH SU ET 9 200-210 270 LF O PL.163'1-4"HDPE RV� STA. 22+91 zaaz4 200-240 1 EA VIA BORE @ 36"COVER 0' 200-247 3 LF p, 30 30') 200-281 25 SF 0. 21,4 400410 320 LF 70' Q 4 O �y 3 h 2 rz al NEW 3'XS'X3'HH TO NEW 3'X5'X3' HH Q' i INSTALL BY DIRECTIONAL BORE AND OPEN TRENCH (1) 4" HOPE CONDUIT. PULL (1) Q a 864F CABLE AND TRACER WIRE (385 LF W—W) 0 5 FON ID: + FIB:BUR:: 61518568 ry L 864E f w z O0 BACKHAUL LOOP STOCKTON TO WESTGATE ` f i !f LL > U L W 9 O 0 4 h U N F NEW 3'XS'X3'HH TO NEW 3'XS'X3' HH INSTALL BY DIRECTIONAL BORE AND OPEN 3 2 3 Z g 3 TRENCH (1) 4" HDPE CONDUIT. PULL(1) 5 4 U W o 864F CABLE AND TRACER WIRE (283 LF W—W) F- o FQN ID: N rn FIB:BUR:: 61518568 3' U 864F 3 PLACE NEW STA: 21+28 O O BACKHAUL LOOP STOCKTON TO WESTGATE i cNi 3X5'X3• HH 3 + DATE: 10/16/2018 I1 ENGINEER:N.ACEVEDA 7 ( 2 REVISIONS � DATE pESCFIPigN RRiNL p• 3 N VZ— —00N N.k 20' 20 0. DRIVEWAY tt/i)HB VLREVISroN M.S. 30' 0. 30. MATCH SURVEY SEE SHEET 3TA7 20+37 UN V N w a>u.r SCALE HORIZONTAL' 1:40 r bd—. �Cen ma.sweN VERTICAL' 1:40 MP TO MP I'Mpth LHC C:•PaSL'umc, SHEET: 6 OF 9 ��z :teas w.aanamw"d aw..swe aoo °fnR°P^"�BfiB FILE:now wvN�ioN nvE_;wtots;s TN:ry69)250-OWC/Fu:l9a9)]5R0006 CONSTRUCTION NOTES O PL.130'1-4"HOPE VIA BORE @ 36"COVER PROJECT:UG101575 CAMPBELL,CA CLARIFICATION NO. OUANTITY 600-630 1301F 60 200-210 130 LF 30' 400410 130 LF 14' 6' 30' 20 0 (O p U + C)3 N 14.1`cNi O a CITY OF SAN JOSE BOUNDARY 1� - WORK CONTINUES BEYOND NEW 3'X5'X3'HH TO NEW 3'X5'X3' HH O Q v 1 CfiY OF CAMPELL BOUNDARY J INSTALL BY DIRECTIONAL BORE AND OPEN 3 O TRENCH (1) 4" HDPE CONDUIT. PULL (1) 12' 864F CABLE AND TRACER WIRE (385 LF W-W) nN/ > O FQN ID: + O LL w a FIB:BUR:: 61518568 d. \,,TY OF CAMPBEL BOUNDARY W N z 864F ry z z o BACKHAUL LOOP STOCKTON TO WESTGATE ro W vOi O 1 N 1- a 3 z x UZ ? ¢ a 31 m W � o rn � rn r- 'fi� 2 w 00 O < U� 0' 2D p 20'd DATE: 10/16/2018 30. ENGINEER:N.ACEVEDA 0 01,0 + REVISIONS N DATE DESCRIPTION INITIAL MATCH SURtrEy �g 9 zRE IsroN N0. SEE SHEETT g 22+91 v,a VZREVISION M5. 1-/N i <SCALE HORIZONTAL: 1:40 bdmv ��Ca1l EeheTeud9. VERTICAL' 1:40 p MP_TO MP CHC:CO,T:+7SUL ING SHEET: 9 - OF 9 ''j'S W,Orange•nvod Ave,SUAe]00 Orange,CA 9— FILE:nCLwA u. LTOI AVF_2_uOl9,ns TN'(949)2-D4/Faa:(949)250.00W VICINITY MAP CAMPBELL, CA MICE PROJECT: UG701575 CAMPBELL,CA CLARIFICATION NO. QUANTITY Project Location O K 1�— W j WED Z z U U U U U O 3, U to I, - = s to Oa =1 3 U) r Z >- m �I ~ of U) a w U H U Q DATE: 11/01/2018 ENGINEER:M.MATHERNE PROJECT CONTACTS ENGINEERING CONTRACTOR OWNERS. REVISIONS NAME OF FIRM:CHC CONSULTING NAME OF FIRM:MCI METRO TRANSM ISSION SERVICES LLC.IG.B.A VERIZON BUSI NESS DATE DESCRIPTION MRIAL PROJECT MANAGER:CHRIS OLDHAM ENGINEER:LAURA GALVEZ-MONTANEZ ItI1Lie IJI—EDI—T MBM EMAILCOLDHAM@CHCCONSULTINOCOM PHONE:(WS)279-16 PHONE:949-250-0001 EMAIL:LAURA.GALVEZ-MONTANEZ@VERIZON.COM ENG.PROJECT SUPERVISOR:RICHARD KNOWLES NAME OF FIRM:MCI METRO TRANSMISSION SERVICES LLCJD.BA VERIZON BUSINESS PHONE:949-37B£098 ENGINEER:MARKGARCIA CONSTRUCTION CONTRACTOR PHONE:(925)4 0576 EMAIL:MARKGARCIA@VER120N.LOM NAME OF FIRM:MASTED NORTH AMERICA SCOPE OF WORK: _ CONSTRUCTION MANAGER:TIM LUNDELL NAME OF FIRM:MCI METROTRANSMISSION SERVICES LLCJD.B.AVERIZON BUSINESS PHONE:(253)375-3278 ENGINEER:STEVE T.LEOHNER CONSTRUCTION SUPERVISOR:LUIS PRIETO PHONE:(510)580VE E333 • PLACE(2)3'x5'x3'HANDHOLE ///—`` crtnrcvwnw.wWuox. PHONE:(4DB)761-9476 EMAIL:STE .T.LEOHNER@VERIZON.COM BORE 765'OF 1-4"HDPE ` I V SCALE w TRENCH 30'OF 1-4"HDPE IV HORI20NTAL: N/A CITY GOVERNMENT • TRENCH 35'OF 2-4"HDPE CITY OF CAMPBELL 406866d165 - • PULL 1,036'OF 864F CABLE AND F{})%=CHC Consultin VERTICAL: WA DEPARTMENT OF PUBLIC MRKS .y;s 9 MP TO MP 70 NORTH 1ST STREET 1845 W.Orangewood Ave.,Suite TRACER WIRE. 300 SHEET: COVER SHEET CAMPBELL,CA 95D08 ra Onge,CA 92868 (949)250-00047 FAX IN%250-O FILE:770 W HAMILTCN AVETCP W. HAMILTON AVE AND DARRYL DR WORK HOURS: -TRENCHING / BORE 9:00 AM — 3: PM O � MONDAY — FRIDIDAY WORK AREA 1 OF 1 , PROJECT: UG101575 PHASE 1 OF 5 tl33 ' Q n, 35 W. HAM I LTO N AVE CAMPBELL CA 3 W t CLARIFICATION NO. QUANTITY xoa9 ;� affM N SIDEWA K BUS STOP BIKE LANE BIKE LANE ________________ —————————— ————————————— ————————————— ————————————— S MATCH LINE //Au ------------- V m ----y-------- ------------- - ------------- y y BIKE LANE BIKE LANE y`\7 SIDEWALK SIDEWALK cxoa Cl waix 000.E J Z �a9ftEV .N&t0 ® Y PIT a w 3 CW, 3s W. HAMILTON AVE aE w z > 0.05m 7]O .RAMILTDNAVE fn O Q I Z W l.L CLEAR w []0' Z U O Q O C0 U 5N txrapc KEEP 2a�1 �N Iwi a 8 ao uxal } T < 0 =I ~ 3 w y w w"v c 10. 4 m o 10' FLAGGERTO DIRECT AND ASSIST !C LL cld Lnxl PEDESTRIANS AROUND WORKAREA G lli y Q. H 2 U w ~ IT UQ N r DATE: 11/01/2018 oPE.0 ENGINEER:M.MATHERNE rxexcx QrIUI 9 60 12o 180 l t �� OAExIucE REVISIONS WTL DESCRIPTION INRWL 1 t1i119 UPDATED LAVOUi MBM SCALE:1"=60' 3010r _ f xDa .� xR�Ex O .owca oEEe rav®r._wswoFEwaror"sexs 3 ..�v«="a>a���,. °°'" SCALE HORIZONTAL: 1:60 « .xox ��vlcEw «,� Ave'e L�xcs j t o rzi> VERTICAL' 1:60 CHIC Consulting MATCH LINE MP TO MP a "'0SX64GN b -msnww.eaowwaccrpx A 1845 W.Omng—od Ave.,Suite JOU SHEET: TC-1 OF TC-8 F--i "PEO"''`"'c'°E ..► .wxe:rlox orixvNc now Orange,CA 92868 H .nP5111 srvxluoEsxuacx ® vroxxvwl¢c t949)250-0004/ FAX(949)250.°006 FILE:770_W HAMILTONJIVE TCP W. HAMILTON AVE AND DARRYL DR WORK HOURS: -TRENCHING / BORE / NEW HANDHOLE PLACEMENT 9:00 AM — 3:00 PM WORK AREA 1 OF 1 Q MOND-AY - FRIDAY mco- PROJECT: UG101575 PHASE Z CIF 5 wzdl ��eaBN CAMPBELL.CA i bN3]D ',;rj W. HAMILTON AVE CLARIFICATION NO. QUANTITY ss W. HAMILTON AVE t o �� H Q SIDEWALK SIDEWALK BUS STOP W BIKE ANE BIKE LANE BIKEIANE f \—————— ———__—————————————— ——————————————————————————— J ------ o- Z ri^ fi �l O d U S ti N ------------------ ------------------- Q —_35'MAX 70'MAX _ — 7 MAX ——————————————1 1— —————— — — ——————————————— BIKE LANEI BIKE LANE BIKE LANE - SIDEWALK SIDEWALK SIDEWALK SIDEWALK U 60 1 57 J Q �21�MERGING TAPER 225'BUFFER ORE EW HH Nac W a w IT xw A3 < U O MARATHON DR A�,(--, Rc ® FLAGGERA101. DIRECT AND ASSIST W �� PEDESTR AROUNOWORKAREA. w Z m FIASHINGE a�xila'xT ® w w ix � O 4 Z K ARROW BOARD E Q _ — O U U W.HAMILTONAVE /.xEAo , I..L. CLFAR 17 D_ J rr U Q O 2I wmt 3 a 0Of 3s W. HAMILTON AVE - 3 J KEEP < � W 31 � t � a w u LU g w w I- cxi a� Q ao-I D U F SIDEWALK SIDEWALK Q .=oanaLcfusxlxc auconly axl I , -wosK.aFw ® .fwsnweuwowew.eolw'Kre1 BIKE IANE BIKE IANE � ® Q Q Q Q W .rvExw .cLnnnEoftazEn ---------- --------------- Z -=N CO •x,:,O xaE DATE: 11/01/2018 fx -Drafw"m Prn,cE o==K.� o- o- \ p .�xE"' ...>..s •*o«..w+•,w==a==xw ENGINEER:M.MATHERNE ---------- --------------- e >-< == REVISIONS U Oe cE DATE DESCRIPr INITAL y .y - =cxwvrvEluvlc msnrvc aa0cuev —————— ——— ——————y———————— PDATEDIA 1 . =<wu+net¢Ixo oencewrsly+ • 11/1110 UYOHT MBM OouazErFiLow w�E uxFs fc .xwxLMtwnxww oFnCE ———————————— —— ————— 35' — � a -ttPEI&wRIUOEwiscv 0•Epcnrc cralpxc ______________~________ MAXT—"T y .suwamwrtvseawx 1—� PIKE IANE n 'f"m"c Ocry Eusnrc w+navnucrwn b SIDEWALK SIDEWALK BUS STOP I—I `tt°E"'�a'� � .aBmrlwofrwfwfLow H -ttaEmswaloaEsw�.,I ®. vKUEnlne 250' 250' 250' 02'BIKE TAPER 245•MERGING TAPER NKM �� xarDiEu� � � nlbto CLOSED vrtr+rc,w e�of�r,.�sa • vrzo-1 wtule«EI Ciryuynl wa11a1 3 wtut �� SCALE CONTACT TRANSIT AUTHORITY 72 HOURS HORIZONTAL: 1:60 PRIOR TO START OF NARK FOR MARATHON DRvat TEMPORARY RELOCATION OF BUS STOP. 0 6D 12D BD =,;';";CHC Consulting VERTICAL 60 4(;` MP TO MP 1845 W.Orangewood Ave.,S.-300 SHEET: TC-2 OF TC-8 SCALE:1"=60' Orange,CA 92868 (949)25D-00041 FAX(949)250-0006 FILE:770 W HAMILTON_AVETCP W. HAMILTON AVE AND DARRYL DR WORK HOURS: 9:00 AM — 3:00 PM -BORE MONDAY — FRIDAY WORK AREA I OF I PROJECT: UG101575 PHASE 3 OF 5 CAMPBELL CA SAN TOMAS EXPY CIARIFICATIONNO. QUANTITY II II F�H I I I I - _ II II II II � IARROWBOARD Wula I I I I ,DSED ARROW BOARD ¢OSED U E I-N :ul. caul ¢asEO u ml I I I I SDK n —E GIXxoxl II I n tit I t 40 CLOSED 200'BUFFER wxxciDE 245'MERGINGTAPBR V I V I V xsrn `ttlGm UB° E,KWxIGDE SIDEWALK SIDEWALK 245'MERGING TAPER ��I�L(((���1 r 4 SIOEWALI( 1 BIKE LANE— 1 / @KELAME — ___ _ U . W 1�135'MAX -- -------- 3S MAX------ U \/ G \ a m voZ --------------------------- a ZZ -- 0 Z ———————————————————————————————— O I --- ------------------ BIKE lAN / 1 BIKE IANE IKE LANE � � 0: 0 =I SIDEWALK SIDEWALK SIDEWALK U ca > W 31 < m I I I I Ky Q m o W o ss W. HAMILTON AVE 4 4 4 a s Q iQ i4 wl ss W HAMILTON AVE ui II II a I I I I DATE: 11/01/2018 II II ENGINEER:M.MATRERNE I I NOS DZD: I I I I � NIA REVISIONS n4Te DEscRlPnory INrtaL SANTOMAS EXPY a41 110 UPDATED AVOVT NBN o a E " " oW D SG s SAN TOMAS EXPY.IS SANTA CLARA COUNTY MAINTAINED. A �cc SCALE o ALL STREETS CROSSING EXPRESSWAY ARE MAINTAINED BY THE HORIZONTAL: 1:60 « •"� wM"w` CITY OF CAMPBELL.ALL TRAFFIC DEVICES WITHIN SANTA CLARA o 6D 12D 1Bo ?> VERTICAL: t60 COUNTY RIGHT OF WAY SHALL BE APPROVED BY THE COUNTY. ?r CHC Consulting MP TO MP a °05"tG oc, cj •c.�snKc w�EaowoxEaw" 1845 W.Orang—DO Ave.,Suite 300 H .rvvElv�A.xclnaEsvnsr+, ® °WOa sae K.vrlcncw SCALE:111=601 FAX(943)250-0006 FILE:T]D_W HAMILTON Orange,CA 92868 SHEET: TC-3 OF TC-8 (949)25 M004/ _AVE TCP W. HAMILTON AVE AND DARRYL DR WORK HOURS: -BORE 9:00 AM - 3:00 PM SAN TOMAS EXPY. IS SANTA CLARA COUNTY MAINTAINED. MONDAY — FRIDAY WORK AREA 1 OF 1 ALL STREETS CROSSING EXPRESSWAY ARE MAINTAINED BY THE PROJECT*r UG101575 PHASE 3 OF 5 CO NT. CITY OF CAMPBELL.ALL TRAFFIC DEVICES WITHIN SANTA CLARA CONTACT TRANSIT AUTHORITY 72 HOURS COUNTY RIGHT OF WAY SHALL BE APPROVED BY THE COUNTY. Q PRIOR TO START OF WORK FOR CAMPBELL.CA LrEV TEMPORARY RELOCATION OF BUS STOP. `J CLARIFICATION NO. QUANTITY (5 wul d33X cux LL Bb31J � � ]]1 W.HPMILTON AVE W. HAMILTON AVE `�� t BORE •wwo rot yT .u...... tc orcicw O E(� PIT C3 .eoaaort �200'BUFFER a = tvolF ra®r.-mmlcurvav,.r �w S1DEW _— SIDEWALK SIDEWALK BUS STOP =nEnwLGpiE �{ .ttcEn NaaicrOE BIKELNIE BIKE LANE BIHE LANE • =ow.xEtL•e,C.cEVicE �.Vssn�c emcua0 I1 ______________ _ _<xu+xEUZneOOMCEw/SHuI .oCVKFYEltowVu+ELmE9 W ——— — ———— ———_ -I .wc.uvctwuewue oeirce .eomwstainrw �j « 1T MAX a .Esn�aw,p<n b =5n�t a,owaaEno J ------------------------------ —a--- ---«— — --- Z Hwo�aw�l, ®.o«. aEa�, aaw T, r? r? fi O J wU ------------------------------- y--- ~------' 70 MA% 1 E MA% J Z Q �IvQ BIHE LANE BIKE LANE BIHE LANE Q W J 7 SIDEWALK SIDEWALK SIpEWALH 0 1 60' 1 50' W Z Q 245 MERGING TAPER 225'BUFFER MARATHON DR BODE z O U Q ZI LUE PIT U O 4?- U a! Cwl�lm < d < Q Q WWaiI Oxoa FLASHING 1C+1 O =I ARROW BOARD'°` _ _ Z > W �I 1R61 -e ]]O W.HPMILTON AVE Q LY m - + —R < LL 35 W. HAMILTON AVE t - ° W KEEP Wgtl( U) d L- a1ffi0E- U F- ca wa1 Q SIpEWAIKg;'� SIDEWALK DARRYL DR eIHE LANe --BIKE urvE---_—_-----a DATE: 11/01/2018 O d r? U ENGINEER:M.MATHERNE —————————— ———————- -----~---- ~ WWW/ « A «———-- ` DATE REVISIONS INITIAL DEKBIPTI 41 OV 1 /1Y18 ui`(—Ep LAYOUT MBM b --~-- V yy '1 '' BIKE LANF510E\VpLK LK BUS STOP250' 250' RETAPER MER 1NNGTAPER ///—�\\31yE ��`nE- o //�N ®®per\ SCALE r wll-1HORIZONTAL: 1:60 0 w Teo 180 "'' VERTICAL: t60 CONTACT TRANSIT AUTHORITY72HOURS !�` -`;CHC Consulting 1 PRIOR TO START OF WORK FOR .., MP TOMP TEMPORARY RELOCATION OF BUS STOP. MARATHON DR w� 7845-.Orangewood Ave.,Suite 300 SHEET: TC-4 OF TC-8 SCALE: 111=60r Orange,CAD4/ S (W250-0004/ FAX(949)250-0006 FILE:]]0_W HAMILTON_AVE TCP W. HAMILTON AVE AND DARRYL DR WORK HOURS: —BORE 9:00 AM — 3:00 PM WORK AREA 1 OF 1 MONDAY — FRIDAY PROJECT: UG101575 PHASE 3 OF 5 CONT. CAMPBELL CA CLARIFICATION NO. QUANTITY MILLICH DR w CONTACT TRANSIT AUTHORITY 72 HOURS 0 PRIOR TO START OF NARK FOR m �. t TEMPORARY RELOCATION OF BUS STOP. l:J1KJ I� ucm Iwrozc •J eganel vwm �msm NE.� •, 245'MERGING TAPER d 1U �8Y BIKE TAPER vl 250' 250' 250' r SIDEWALK ______BIKE tArvt BUS STOP SIDEWALK SIDEWALK « BIKELANE --- AN a 3S.MAX f ————————— ——————— ~ ———— «---- -------------- ci —————————————— J Z W O « U L O J J - o Df y y y w K > ----y--------------y-- -- ---------- N O W ZI U ------------------------ -------------- U) UO o __ ______ ,► _ U J BIKE __________________SIDEWALK �O — U SIDEWALK BIKE LANE UN LL F- 810EWAlH N Q O =I DO1— D Z >- W 31 3s W. HAMILTON AVE i o W m 3 w w L) UQ cioa DATE: 11/01/2018 LLEWELLYN AVE ENGINEER:M.MATHERNE REVISIONS CATE pESCRIaT INRUN. 1/t1tB UPDATED LAv�WT M1IBM1I LEc® xoFxuFw � •rvsxmcexxoW eawot%'xxel •n:Exp �• .CvmrFofu'.GEn Q •BwEni SAN TOMAS EXPY.IS SANTA CLARA COUNTY MAINTAINED. .� �G4sCALEY ALL STREETS CROSSING EXPRESSWAY ARE MAINTAINED BY THE HORIZONTAL: 160 CITY OF CAMPBELL.ALL TRAFFIC DEVICES WITHIN SANTA CLARA D W 12D 1. `.`�''.CHIC Consultin VERTICAL: 1:60 COUNTY RIGHT OF WAY SHALL BE APPROVED BY THE COUNTY. _" 9 MP TO MP ""'s"""`" e� •ex�..xx;w�eaowu�cno" 1845 W.Omngewood Ave.,Suite 300 SHEET: TC-5 OF TC-8 � • Orange,CA 92868 I~_—I •�oE,��xa,�E, ®. x< E .�<<,�, - SCALE:111=601 (949)250-00041 FAX INS)250-0006 FILE:TIO_W_HAMILTON AVETCP \ W. HAMILTON AVE AND DARRYL DR SAN TOMAS EXPY WORK HouRS: , 9:00 AM — 3:00 PM -BORE 7 i I I I MONDAY — FRIDAYMCA WORK AREA I OF / m' PROJECT: UG701575 - PHASE 4 OF 5 35 W. HAMILTON AVE I I I £ CAMPBELL.CA ¢am I I I CLARIFICATION NO. QUANTITY FIASMING ¢olWal I I I I UJIE ARROW BOARD CLOSED U\E RIFF I I I I CID(UI nDEm ure cwlnl aosEo � I I awalcwE witRl �! ru blb 4o c.SEOSE lbbb 41p1t D ew+at+nE cTg0IxE1 Rs11 1 —2L10'BUFFER 245'MERGING TAPER i I I i 0ouvul• 60 ^ Q --SIDFWAIK SIDEWALK wN 245MERGING TAPER l` 1� z BIKE ArvE L / BIKE E SIDEWALK I 2 __________ ___ —_— -- --------y.—�— �. \y \ W Z --- 3 r? f> \ Q —————————————————————————— ——— o ——— — ——————————— J ------------- b /iX\/ -- O b ------- U BIKE LONE BIKE NE / L BIKE LANE 1 J IDEWALK Z SIDEVALK _ S .y SIDEWALK 1� a W Q a I I I I K1 ° oa jlala as QIQIQ W HAMILTON W z I m I I I 35 W. z O 0 Z O O O O /" d3?X Oiva R ]]1 W.HAMIITON AVE I I I I N d CONTACT TRANSIT AUTHORITY 72 HOURS o I I I I K O SI .K. fA'310 PRIOR TO START OFVVORKFOR n I I I I rn ~ n TEMPORARY RELOCATION OF BUS STOP. I I I I Z m Qr� y w (� 0 W LL•jL�) FLAGGER TO DIRECT AND ASSIST PEDESTRIANSAROUND WORKAREA I I I I wp F O BORE G3D2 I I I I w:ql 1n 2 ~ N (-200'BUFFER IU W 20, SAN TOMAS EXPY _ 8 _SIDE � Ls® •wevR°.vu � -rusxlxe<axawmuol�-z�e� Q SIDEWALK BUSSTOP Q .Tasxw .cmira0nncuEa BIKE LANE BIKE LANE � E3 .xnipxa[ {j .yxroavEn vouc[ornce+ DATE: 11/01/2018 a W ❑ -` `aT °° ENGINEER:M.MATHERNE ———————— 1T MAX ---- -- 2 • .wvsx ro,E r xsA <•——— 70 MAXJ—— ———————————— to ----«-- ----- J yP r Air..°EII�Aa o REVSIONS A A • DATE DESCRIPTION INITIAL �U K •xicttv[Iwnvwxc oEvice �•yn��OiGneurv[s tI11L10 UPDATEp LAYOVi MIBIA ———————————— FaW. ——————— I 0 SO 120 180 a sTlwsa��Ew/sue © wrw¢eowTcxsrcnax ------------ -------- 1` •c2snw uv[aavav[cmx Q I—I ,,•°EI�s.FFc,•e 1c'y •maECTK,xor rav°I�nw+ BIKE LANEBIKE IANE H SIDEWALK SIDEWALK SCALE 1"=60' •irvaix s°vnr..Orsw�scx ® maKVExiaE aoeo J w 3 8 SCALE SAN TOMAS EXPY.IS SANTA CLARA COUNTY MAINTAINED.MILTON AVE HORIZONTAL: 1eo Of ALL STREETS CROSSING EXPRESSWAY ARE MAINTAINED BY THEDEAR .," CHCConsultin VERTICAL 1:Eo Q CITY OF CAMPBELL.ALL TRAFFIC DEVICES WITHIN SANTA CLARA Fty g MP TO MP KEEP COUNTY RIGHT OF WAY SHALL BE APPROVED BY THE COUNTY. 184sw.Oreng—oaAve.,Suite 300 SHEET: TC-B OF Tc e ° °0 Orange,CA 9288R (949J 000041 FAX(94%25"000 FILE:770_W-HAMILTON_AVETCP W. HAMILTON AVE AND DARRYL DR WORK HOURS: -.j,, —BORE 9:00 AM — 3:00 PM MONDAY — FRIDAY MCI WORK AREA 1 OF 1 PROJECT: UG101675 PHASE 4 of 5 CONT. CAMPBELL CA MILLICH DR CLARIFICATION NO. QUANTITY FLASHING WA] ARROW BOARD NYAD Yj xi, 3 3 CONTACT TRANSIT AUTHORITY 72 HOURS a sED _ PRI OR TO START OF WORK FOR oa A f TEMPORARY RELOCATION OF BUS STOP. s I AVEno r_wlNKel .vlslo cni 2 S.MERGING TAPER "` vu.zlal . U 1 82'BIKE TAPER 250' 250' 250' BUS STOP SIDEWALK SIDEWALK ` ———____ 35 MAX —— BIKE LANE ` -61 O �S yH——_—_——___—_——_———_—_—— — U _____——________ __ _______________________ SINELME___ ______ y J J W r QSIDEWALK BIKE LANE V O SIDEWALK j of of H- LU j j cma w O Q ZI 35 W. HAMILTON AVE Z U U U N LL d < - _ U1 r Z¢ m 31 G— It < LLEWELLYN AVE (n w a 21 H 0 DATE: 1110112018 ENGINEER:M.MATHERNE REVISIONS DATE DESCRIPTION INITIAL 11—le UPOATEDIAYOUT MGM `E® ImatAxu ® •{}A.MIHf.MRONe6Wo10s Kiel —Ex71 •CEanFlEO FlSGcm •RwOxolE fj -oxiroatFOPaICEDRICm E3 .BonEm .wxxolE LE A®T•EpsnIG MrvEwAV siexs vrmrc�wi ooewssw w.[ eE � r Ex� aae SAN TOMAS EXPY. IS SANTA CLARA COUNTY MAINTAINED. N SCALE HORIZONTAL: 160 « �uN.� �•� E`e`�uxE`o� ALL STREETS CROSSING EXPRESSWAY ARE MAINTAINED BY THE D 30 eo CITY OF CAMPBELL.ALL TRAFFIC DEVICES WITHIN SANTA CLARA ,•';CHC Consulting vEancAL: 1:6D ��� MP TO MP N nos x b ` COUNTY RIGHT OF WAY SHALL BE APPROVED BY THE COUNTY. 1845 W.OTang—d Ave.,SDrte 300 I--I ""E'°�°"`°� �► - c�1 o�a Twf.Ipaav a SCALE:1 n=60` Orange,CA 92868 SHEET: TC-7 OF TC-B H .ttPEw swvlcwEsxvscx ®-voPvvEaiaE (9 9)25G-0OOCI FA%(949)250-0006 PILE:710 W HAMILTON-LVE TCP W. HAMILTON AVE AND DARRYL DR WORK HOURS: FPROPJECT: UG101575 -BORE / TRENCHING / NEW HANDHOLE PLACEMENT 9:00 AM - 3:00 PM WORK AREA 1 OF 1 MONDAY — FRIDAY PHASE 5 OF 5 CAMPBELL.CA u19�en vrm CLARIFICATIONNO. QUANDTV Q d33H x 2 ORE 6 PIT 3 J?L�j -Y' EW HH 2' 65 8' h a33V �o FLAGGERTODIRECTANDASSIST J PEDESTRIANS AROUND WORK AREA .� J W ev37O Rk - U 3 771 W.HAMILTON AVE O ss W. HAMILTON AVE ® h�a t• W z W Ra RE K�9 d1 O Q ZI PIT Z O U O RND O 2 M LL a �i O xI ' smswAix eus STOP N � � DIKEIANE Q _ M LL n ———— —————— ----———————————— — 0w t o N a f H V Q Q Q O Q y y ————————————-- ------------------- DATE: 1110112018 y y ——— -- ——————————————————— ENGINEER:M.MATHERNE y y ________________BIKE LANE____ BIKE LPNE SIDEwA SIDEWALK SIDEWALK REVISIONS GATE DESCRIPTION IN- ® _ 111IM9 DPDATEDLA M9L1 W. HAMILTON AVE 0 .wnp,uL[ Q .ywrglLEOPot nrlcm N CLEAH � .Ponc9>ais T ,n.v.s. sicxs Q KEEP $ ross .cwxxE c c[EVICE A:}{i.•T'[¶,wx orILEB Q ' EN sxnrtx�vn p� N SCALE xx.nalxcc�vz�wrs�, c.�,,,aEYF,I,o,,,,.,,ELwa =c��1 HORIZONTAL: 1:60 .,w E,e..9�c.cewrs�x ® Izreuccrox D w 120 190 fij.i` VERTICAL: 160 CHC Consulting MP_TOMP F-I '^PE""^"B11°` y .a„w wx or,•.rrnnav x 1845 W.Orangewood Ave.,Suite 300 SHEET: TC-8 OF TC-8 SCALE:1"=60r 0491gCA 250A009C2868 FAX(949)250A06 FILE:770 W HAMILTON_AVETCP Syed Wahidi From: Syed Wahidi Sent: Tuesday, December 18, 2018 1:17 PM To: 'Guevara, Mela' Cc: 'SJC Permits' Subject: RE: NEW PROJECT SUBMITTAL (PROJECT UG101575) Attachments: SKMBT_50118121814150.pdf Hi Mela, The permit is now ready to be issued. Please pay the fee o4MMUsing the attached payment slip. OV CAA1A Syed Wahidi �- � Public Works Inspector City of C.anipbell j Public Works Departrnenl o o 70 N.First Street ;Campbell, CA.95008 j .108.,%66; 2 165 From: Guevara, Mela [maiIto uey r !�chcc®nsul.t rrcJ.,cc1m,] Sent: Friday, December 07, 2018 5:15 PM To: Syed Wahidi Cc: SJC Permits i Subject: NEW PROJECT SUBMITTAL (PROJECT UG101575) WARNING: This email originated From an external sender! Good afternoon Syed, I have attached the application and plan set for a new project submittal. Please let me know if you need anything else, and have a good weekend! Mela Guevara I Permit Coordinator Mobile: 408-477-9022 1845 W.Orangewood Ave.,Suite#300, Orange,CA 92868 Email: mguevara@chcconsulting.com Mela Guevara I Permit Coordinator I Office 1949.250.0004 1845 W.Orangewood Ave.,Suite#300, Orange,CA 92868 Email—mguevara@chcconsulting.com Company Website I CHC on Facebook! I Connect with me on Linkedln! I Interested in opportunities?View open jobs! 1