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HomeMy WebLinkAboutENC2013-00042 Pewtip� F PIn1orY `' CITY OF CAMPBELL ENCROACHMENT MIT E8 2 6 201,Permit No D.61"; pp DEPT.OF PUBLIC WORKS (for working within tl X-Ref.File 70 North First Street right-of-way) °rks A Application Date --DAD \� Campbell,CA 95008 Issued 2/27/t3 nest/A plication Expiration Date �o 10 \ Ph. (408)866-2150 A N 305 3(, 0(7, Fx. (408)376-0958 212-7/ (it 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.: IFO 2365 WINCHESTER BLVD CNR OF WINCHESTER&BUDD PM 30971991 Utility Trench Location: NO PG&E TRENCHING-PERMIT FOR TRAFFIC CONTROL B. Nature of Work: INSTALLING ELECTRIC SERVICE CABLE IN CITY OF CAMPBELL TRENCH 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: ROBIN WIBETO- PG&E Telephone: (408)725-2070 Address: 10900 N. BLANEY AVE., CUPERTINO, CA. 95014 E-Mail Address: RDW8@PGE.COM 24-HOUR EMERGENCY PHONE NUMBER: (800)743-5000 Is this work being done by the property owners at their own residence? n YES r 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 a and all damages arising out o the condition of y pri e improvements t ublic right-of-way. Accepted: Q "V! 0 L c� _ "' ! /,/ bo/3 (Applicant Permittee) (sign) Date (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 4215 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. Public Notification Requirements: 7. SEE PUBLIC WORKS FEE SCHEDULE FOR CURRENT FEES AMOUNT RECEIPT NO,h PERMIT APPLICATION FEE $ 370 a PLAN CHECK DEPOSIT $ SECURITY FOR FAITHFUL PERFORMANCE/LABOR&MATERIALS $ CONSTRUCTION CASH DEPOSIT $ PLAN CHECK&INSPECTION FEE $ 3 70 APPROVED FOR ISSUANCE `/2 7/g 3 For City Engineer Date Permit Expires 12 Months After Date of Issuance 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. 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. 5. Maintain safe pedestrian and vehicular crossings and free access to private driveways,bus stops,fire hydrants,and water valves. 6. 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. 7. 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. 8. 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. 9. Sawcut for all PCC or AC removals. All PCC removals shall be to the nearest scoremark and shall be doweled to existing improvements. 10. 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. 11. 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. 12. Compaction testing of subgrade,base rock,and asphalt concrete by Permittee is required unless otherwise stated by the City Engineer. 13. 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. 14. 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. 15. 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. 16. This permit does not release the Permittee from any liabilities contained in other agreements or contracts with the City and any other public agency. 17. This permit is not transferable. Work must be performed by the Permittee or his designated agent or contractor as specified thereon. 18. 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. 19. 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. 20. 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. 21. 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. Applicant Date: Contractor (Print Name) Date: J:\FORMS\Templates\Encroachment Permits\Encroachment Permit STATIC form2.pdf Rev.3/08 NO 1ES `� ,� DETAI WINCHESTER BLVD W1. APPLICANT TO TRENCH ELECTRIC ONLY. Li AFETY w 2. APPLICANT IS TO PROVIDE ALL ELECTRIC SUBSTRUCTURES AS SHOWN SERVICE CONNECTION POINT 4 N 3. APPLICANT IS TO PROVIDE MANDREL AND PERFORM MANDREL TEST _ WITH PG&E INSPECTOR STANDBY Z-N. 1 fv� N �' 4. APPLICANT IS RESPONSIBLE TO ENSURE TRENCHING AND SUBSTRUCTURE l °� �_ INSTALLATION MEET PG&E GREENBOOK STANDARDS. GREENBOOKS ARE AVAILABLE I----1 2 50' o I` AT YOUR LOCAL PG&E HEADQUARTERS OR CAN BE FOUND ON THE INTERNET `---J 1 ®® AMS o CD CD @ WWW.PGE.COM/GREENBOOK j 120/240V 0V li W 5. THE TOTAL NUMBER OF SWEEPS INSTALLED IN ANY DUCT RUN SHALL 3W 1 co a o _ NOT EXCEED 315 DEGREES INCLUDING THE SWEEP AT FEED IN LOCATION. v N z o N 6. MINUMUM OF 3' SEPARATION REQUIRED BETWEEN C 0 >-- JOINT TRENCH AND WET FACILITIES WHEN PARALLEL ® z -- LEGEND 0 SV U.,.�=-���.���,.v.,• . .. = PG&E TO INSTALL 1/0A TPX UG SERVICE CABLE 0 IN (1 )-2" SERVICE DUCT BY APPLICANT U [2] = APPLICANT TO INSTALL 17"X30"X26" IVT SERVICE SPLICE BOX w i- mow = U CONSTRuCTI �t , ; F- oQ U C t.t 1:,-t Campbell woo w m Ii i-1 Works Permit No.TNt- t -6NIRZ CIO It eiS (-) LLB / Crehlvaztar neat hove these pious E---4V 0 WINCHESTER BLVD ��pita�during� � Z � � z PROPOSED RISER QUADRANT o w Q TO BE CONFIRMED BY F� Z ; (n JOUF TRENCH INSPECTOR Q z m Q SERVICE CONNECTION POINT 60002 REC z Q 30469 DISC z Q 10229 MAP H1520 W c) U 144' 119' 1 (Sc H1525 4 L - \ 3-715A 12KV 3-715A 12KVI , �_ CLASS 3 AREA - 150'PT1552_34-- - - , - ?� 50 NI O "B" INSUL DIST ---- 7850 1/0 AWAC 50 1/0 AWAC 100 MS 55 Q 32749 3 50 Pfi2 56-6 120/24oV 12 KV AREA SC o- W 15 8784 4 45'PT5846-A 2 3W 10 VA Sc EL PATIO 1114 Q ®�® LLI 29343 \/ VD=.38V� SSD: CAPACITOR 520IR (Ex) / 18127 7/ 9 3 4Y /�'" -.1 M PROJECT CONDITIONS STAMP0 COORDINATE # �, T-5893 7838 a Type(s) of work: 315785028784 175 30 8770 X❑New Business LOADING DISTRICT Q ® N z SC Q 120/208v ® ❑PG&E Maintenance & Construction W TX SIZE — 15 d- D 3507(DISC Project Conditions: Q I �} \ ) 0NONE APPARENT (if project design changco, contact ADE) Q KVA LOAD— 1 co Ni, Z 13320(RECL) O CONDmONS APPLY: U # COST. - 1 ./: ❑PERMITS ❑TAILBOARD ❑OTHER rm on I o (Provida additional information on lino boiovs) p CC C W PHASE -10 7815 z i ��� 75 30 W' ' 8750 �: l- w a- z 120/208v sottATuRE, MAME, [CORPORATE 4j, DATE CI lij2j E N O. `E C.) (eh ) 't) tyO O '. + 'tom; Z_S Ci V' 'O 'lam' OOOO O O ..0 O - 0100000 O OO O O O 00010 • TABLES AND REFERENCE INDEXES TABLE 1. Guidelines for length TABLE 2. of longitudinal buffer space Taper length criteria for temporary traffic control zones This table to be used for determining buffer space lengths on all typical application diagrams. TYPE OF TAPER TAPER LENGTH Upstream Tapers: SPEED* LENGTH o Merging Tapers L Minimum MPH in feet • Shifting Tapers 1/2 L Minimum 20 35' • Shoulder Tapers 1/3 L Minimum • Two-Way Traffic 100 Feet Max 25 55' (Flagger)Tapers 30 85' Downstream Tapers: 100 Feet Min 35 120' • (Use is optional) 40 170' 45 220' 50 280' Formula for Taper Length "L" 55 335' L=W x S x S/60 FOR 40 MPH OR LESS 60 4 15' L=W x S FOR 45 MPH OR MORE r L =MINIMUM LENGTH OF TAPER IN FEET *Posted speed or the anticipated operating speed W=WIDTH OF OFFSET IN FEET s =SPEED IN MPH in mph. PGEFM1A © Copyright 2002 InCom,Inc. All rights reserved. NOTE: Local regulations may vary. Page 26 TABLES AND REFERENCE INDEXES TABLE 4. Taper length (L) / Channelizer (cones, etc.) quandty index WIDTH OF LANE OFFSET (From Normal Lane Width Due To Work Zone) MPH 5' 6° 7' 8' 9' 10' 11' 12° 13' 14' 15' 16' 17' 18° 75' 90' 105' 120' 135' 150' 165' 180' 195' 210' 225' 240' 255' 270' 3° (3) (3) (4) (5) (5) (6) (6) (7) (7) (8) (8) (9) (9) (1 0) 102' 123' 143' 163' 184' 204' 225' 245' 265' 286' 306' 327' 347' 368' 35 (3) (4) (4) (5) (6) (6) (7) (8) (8) (9) (9) (10) (10) (11) 133' 160' 187' 213' 240' 267' 293' 320' 347' 373' 400' 427' 453' 480' 40 (4) (5) (5) (6) (7) (7) (8) (8) (9) (9) (10) (11) (11) (12) 225' 270' 315' 360' 405' 450' 495' 540' 585' 630' 675' 720' 765' 810' 4-5 (6) (7) (8) (9) (1 0) (11) (12) (13) (14) (15) (16) (17) (18) (19) 250' 300' 350' 400' 450' 500' 550' 600' 650' 700' 750' 800' 850' 900' 50 (6) (7) (8) (9) (10) (11) (12) (13) (14) (15) (16) (18) (19) (20) 275' 330' 385' 440' 495' 550' 605' 660' 715' 770' 825' 880' 935' 990' 55 (6) (7) (8) (9) (10) (11) . (12) (13) (14) (15) (16) (17) (18) (19) 300' 360' 420' 480' 540' 600' 660' 720' 780' 840' 900' 960' 1020' 1080' 60 (6) (7) (8) (9) (10) (11) (12) (13) (14) (15) (16) (17) (18) (19) 325' 390' 455' 520' 585' 650' 715' 780' 845' 910' 975' 1040' 1105' 1170' 65 (6) (7) (8) (9) (10) (11) (12) (13) (14) (15) (16) (17) (18) (19) FOR LENGTHS NOT SHOWN ABOVE L =MINIMUM LENGTH OF TAPER TAPER LENGTHS L = W x S x S/60 FOR 40 MPH OR LESS W. WIDTH OF OFFSET (MIN,#OFCHANNEL/ZERS) L = W x S FOR 45 MPH OR MORE S =SPEED LIMIT When using Shoulder Taper (1/3 L), determine L based on the actual lane width of the adjacent lane. PGEFM1A © Copyright 2002 InCom,Inc. All rights reserved. NOTE:E: . Local regulations may vary. Page 28 it, UTILITY TYPICAL APPLICATIONS 1. The traffic control procedure shown is UTA-4 Lane Closure on Street, low-volume, low-speed streets / roads. 2. Traffic can regulate itself when volumes are low and the length Self-regulating of the work space is short, if drivers can readily see the roadway beyond. 3. Flashing warning lights and/or flags may be used to call attention to the advance warning signs. 4. The one-lane, two-way taper is used in advance of an activity area that occupies part of a two-way roadway in such a manner that a portion of the roadway is used alternately by traffic on both directions. Typically, a flagger controls traffic. A short taper of 100 feet maximum with channelizing devices (cones, etc.) at approximately A 16 foot spacing should be used to guide traffic into the one-way section. I /l �/ ���►%`" .ate. F - A OOr MAX. BSUPFAFCEER SIGN SPACING DISTANCE E. TABLE 1 for Buffer Length(page 26) ROAD TYPE A Urban-25 MPH or less 200' TABLE 4 for"L"&Channelizer (cones,etc.)Quantity(page 28) Urban-30 MPH or more 350' r)TE: LOCAL REGULATIONS MAY VARY. Rural 500' PGEFM1A Expressway/Freeway 1000' © Copyright 2002 InCom,Inc. All rights reserved. Page 35