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HomeMy WebLinkAboutENC2013-00038 / Print Form CITY OF CAMPB ' 12013 ENCROACHMENT PERMIT Permit No ENC.ZOO'-nom 3R DEPT.OF PUBLIC fi.rvq/ (for working within the public X-Ref.File 70 North First Street °�kSAOm; right-of-way) Application Dateiri Campbell,CA 95008 n�Strat10 sued 372 87l 3 Application Expiration Date (.3 Ph. (408)866-2150 APN Fx. (408)376-0958 3/ /' Permit Expiration Date it 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.: E• ('AM16L1— ) CA , 156O Utility Trench Location: E. AM'P2 1 L— �.�J� Pr N. C'•-1-11•P/ — .A1/-E (, J .) ) B. Nature of Work: P IPI1 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: San Jose Water Company,Nicole Dunbar,P.E. Telephone: (408)279-7862 Address: 1265 S.Bascom Avenue,San Jose,CA 95128 E-Mail Address: nicole_dunbar@sjwater.com 24-HOUR EMERGENCY PHONE NUMBER: (408)279-7900 Is this work being done by the property owners at their own residence? YES (X 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 a d all damages arising out of the condition of any private improvements in the public right-of-way. Accepted: - '' (Applicant Permittee) (sign) Date TPA) ) (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: V 7. PERMIT CONanoNS ARt ArrAcktEp . ) e/IStoNc 'N SHEETS 2, 3, 1.4 (4-ANA- 13ac*• Hi�Hu�Hct=r>. SEE PUBLIC WORKS FEE SCHEDULE FOR CURRENT FEES AMOUNT RECEIPT NO. PERMIT APPLICATION FEE $ 37O C—Q PLAN CHECK DEPOSIT $ SECURITY FOR FAITHFUL PERFORMANCE/LABOR&MATERIALS $ CONSTRUCTION CASH DEPOSIT $ PLAN CHECK&INSPECTION FEE $ 6 4/62 I •5C, APPROVED FOR ISSUANCE r V/2e/i 3 For City Engineer Date Permit Expires 12 Months After Date of Issuance 3ygr Lf 7 (So, n2•115 ) -f ( aiAi t5 ) - 4 125 t-5.2.36-5 = 6,4444 .50 GENERAL PERMIT CONDITIONS 1. 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. DiV\ID 0,,A, • I i 13 Applican . Date: ,T D • Contractor (Print Name) Date: J:Reina\Website\Land Dev Forms\Encroachment Permit STATIC form2.pdf Rev.(11/9/05) SAN JOSE WATER COMPANY-CAMPBELL DOWNTOWN WATER MAIN REPLACEMENT ENCROACHMENT PERMIT# t 1( 2c4 3—0O0 PERMIT CONDITIONS The following Permit Conditions augment and/or supersede those stated in the General Permit Conditions where applicable. Otherwise,General Permit Condition shall apply. IMPORTANT CITY OF CAMPBELL CONTACT INFORMATION: a. City Representative/Inspector: Syed Wahidi (408)866-2165—direct phone line b. Senior Civil Engineer/Project Manager: Fred Ho (408) 866-2156—direct phone line c. Main Line Public Works Department: (408) 866-2150 d. Fax—Public Works Department: (408)376-0958 e. Campbell Police—Dispatch (408)866-2121 WORKING HOURS: (No traffic lanes may be restricted before or after working hours.) 1. 10:00 PM to 6:00 AM—Sunday evening through Friday morning, excluding Holidays 2. The work hours will be strictly enforced. 3. If there is a request for working outside regular working hours or on weekends, the Contractor/Permittee shall submit proposed days and hours of work to the City at least 10 working days prior to the work. Contractor/Permittee shall be required to pay for City Inspection services at the current overtime rate. 4. No work shall be permitted during the following dates and times: a. All weekends b. After May 31st,2013 c. Evening prior to and following Boogie in the Bayou. 5. The City Engineer has full authority to implement the working hours and completely shut down the construction operations outside the hours of work specified. 6. The City reserves the right to change the working hours if traffic backups occur in the project area. This will be at the discretion of the City Representative. NOTIFICATIONS: 1. This,permit is only valid when the party to whom the permit has been issued obtains an identification number from Underground Service Alert (USA). Government Code §4210.1. No excavation may commence before such identification number is obtained. The City of Campbell will mark all City owned facilities except non-pressurized sanitary and storm sewers. Contractor/Permittee shall verify all existing locations of City of Campbell non-pressurized underground facilities. 2. The Contractor/Permittee shall notify the City Representative prior to working in the public right-of- way: a. 24 hours prior to the start of construction. b. 24 hours prior to resuming work after 1 or more working days off the jobsite. C:\Docurnents and Settings\fredh\Desktop'SJWC Downtown Cl?Special Provisions.doc Pg 1 of 7 c. As soon as possible if rescheduling or cancelling work (after the 24-hour notice has been given). d. 24 hours prior to the completion of the last items of work, request "final inspection" (final surface restoration). 3. Work installed without notification may be rejected. 4. Contractor/Permittee shall distribute all notices to all residents/tenants within the notification boundary. See attached for Notification Boundary Map. 5. Contractor/Permittee shall distribute advance public notices (First Notice), as approved by the City of Campbell, to all affected residents, tenants, and property owners 10 days prior to beginning of work. Contractor/Permittee shall ensure that all property owner notifications have been completed prior to construction. 6. Contractor/Permittee shall re-notify (with a Secondary Notice — door hanger is acceptable) the residents/occupants/tenants of adjacent properties 48-hours prior to the start of work. Construction shall be phased to cause the least impact to occupants/residents/tenants and/or businesses. Contractor/Permittee shall maintain property and driveway access at all times. Should the Contractor/Penmittee schedule change from the date shown on the Secondary Notice, Contractor/Permittee shall be required to re-notify adjacent affected property owners/residents/occupants/tenants prior to start of work. 7. Notify the City Representative at least 24-hours in advance of any routine detours or closures previously approved by the City. In the event of an emergency or urgent closure,the Contractor/Permittee shall call the main line of the Public Work Department and request to speak with the Project Manager/Public Works Inspector. 8. Copies of the First and Secondary.Notices shall be submitted to the City Public Works Representative and shall also be given to the following authorities: a. Santa Clara Valley Transportation Agency—(408) 321-7050; fax (408)955-9739 b. West Valley Collection and Recycling,LLC.—(408)283-8500; fax(408)283-8509 c. U.S. Postal Service-(408)378-5780 ; fax(408)374-2777 d. City of Campbell Police Department—(408)866-2121; fax(408) 379-7561 e. Santa Clara County Fire Department—(408)378-4010; fax(408) 378-9342 9. Contractor/Permittee shall be responsible to obtain approval from other agencies (Caltrans, Santa Clara Valley Water District VTA,etc.)as required. 10.Notify Santa Clara Valley Transportation Authority (VTA) 48-hours prior to construction at bus stops or other VTA facilities. Contacts are: Steve Newgren at (408) 952-4106 or Rodrigo Carrasco at (408) 321- 5973. 11. Contractor/Permittee shall coordinate their construction operation with West Valley Collection and Recycling company's trash & recycling pick-up days and times. In no way shall the Contractor/Permitee's construction operation disrupt trash&recycling pick-up. TRAFFIC CONTROL: 1. This permit is not valid until the City has reviewed and approved the complete traffic control plan. 2. The Traffic Control Plan and Construction Schedule shall be submitted to the City Representative to review 10 working days prior to beginning of construction. C:\Documents and Settings\fredh\Desktop\SJWC Downtown CIP Special Provisions.doc Pg 2 of7 3. The Traffic Control Plan shall conform to the latest Caltrans Manual of Uniform Traffic Control Devices (MUTCD) for Construction and Maintenance Work Zones. All work shall be planned and carried out safely and with the least possible inconvenience to the public. 4. All traffic signals shall remain operational throughout the work. 5. Changeable message signs shall be posted at all approaches of any signalized traffic intersection impacted by the work. 6. If applicable, the Contractor/Permittee shall install"No Parking Anytime—Tow Away"signs on barricades in areas where the Contractor's work will require restricted parking. The City will provide the signs for the Contractor's use. To be enforceable, the signs must be posted not less than 48 hours prior to the start of the work at a maximum spacing of 60 feet. The signs must clearly show the date(s) and hours of the parking prohibition, as well as the date and time the signs were posted. The Contractor shall notify the Campbell Police Department directly after posting, and immediately upon removal of the said signs. During the morning of each scheduled work day,the Contractor shall be responsible for calling the City of Campbell's Police Dispatch to tow cars, if necessary. The Contractor/Permittee shall have available for the Community Services Officer (CSO) responding to the call photo documentation of the "No Stopping Anytime" signs being posted—if the signs were removed or vandalized the previous night. 7. Construction equipment shall be parked in a manner, which produces the least hindrance to the traveling public. 8. Equipment will not be allowed to park in the City right-of-way after working hours. 9. Contractor/Permittee shall provide an arrow board for each lane reduction required on Campbell Avenue including the sawcutting operation. Not more than one traffic lane in the same direction shall be closed at the same time. 10.Maintain at least one lane, 12'minimum width, in each direction for vehicular use and 5' min. for bicycle use(therefore 17' total). 11. It is the Contractor/Permittee's responsibility to provide for safe & ADA compliant passage for pedestrians within the vicinity of the work area. 12. Maintain access to all open businesses at all times. SPECIAL REQUIREMENTS: 1. The work shall be done in accordance with the City of Campbell Standard Specifications and Details for Public Works Construction (CCSS) dated July 1994, other details incorporated by these permit conditions, and in accordance with the project plans. Attention is also directed to the MUTCD, the City of San Jose Standard Specifications (STSS) and Standard Details (SJSD) dated July 1992, the State of California, Department of Transportation, Standard Specifications (SS) and Standard Plans (SSP) dated May 2006, portions of which are incorporated into the CCSS by reference. 2. Contractor/Permittee shall conform to the provisions in Section 5-1.05, "Order of Work" of the SJSS and as stated by City staff at the pre-construction meeting. 3. Ten working days before the start of construction, the Contractor/Permittee shall arrange for and attend a preconstruction meeting with City staff. The Contractor/Permittee shall be prepared to discuss with the City his/her construction schedule. C:\Documents and Settings\fredh\Desktop\SJWC Downtown Cl?Special Provisions.doe Pg 3 of 7 At the preconstruction meeting,the Contractor/Permittee shall also provide the number of crews committed to working on the project, and 24 hour contacts including the names and phone numbers of the following in case of an emergency: a. Local contact(ie.Project Manager), b. Onsite project superintendent/foreman in charge, and c. Contractor/Permittee information 4. Contractor/Permittee shall host a weekly field (construction) meeting with the City. The meetings shall be held at the same time and place each week and shall include all subcontractors working on the project, or scheduled to work on the project during the week of the meeting. Detailed schedules for the upcoming two weeks shall be discussed with and submitted to the City Representative and Project Manager for the City. 5. All work impacting services to City Hall Complex shall be completed no later than May 17t,2013. 6. Contractor shall protect City fiber optic and communication cables. Cutting/splicing of these facilities shall not be allowed. 7. The Contractor/Permittee shall maintain at all times a minimum 3' wide/ADA compliant walkway around excavations in the sidewalk area. After working hours, the Contractor/Permittee shall backfill all excavations to create a safe walking surface. The use of plywood cover or trench plates shall not be allowed. 8. Bore pit(s), potholes, trenches, and all excavations within the traveled area shall be backfilled to accommodate vehicular traffic and pedestrian use after working hours or when the excavation is left unattended. The use of plywood cover or trench plates shall not be allowed. 9. At the end of each work week, e.g. Friday morning, the Contractor/Permittee shall conduct a thorough jobsite inspection with the City's Representative to ensure the project site is safe and ready for the use of Farmer's Market and other activities planned for the Downtown area. 10. Locations of fire hydrants shall be marked in the field with the City's representative 72 hours prior to anticipated installation date. 11. Remove all meter housings, valve boxes, concrete pads, and/or foundations for all facilities to be abandoned, and replace all impacted improvements from the abandonment such as asphalt paving, curb & gutter, sidewalk, irrigation systems and/or landscaping within 24-hours of its disturbance. Work shall be coordinated with the City's Representative. 12.All proposed boxes shown on the plans shall be placed at the back of curb. 13. Contractor shall tie-out and submit record of traffic striping and pavement marking 5 working days prior to the work. 14. Contractor shall protect tree roots. No cutting or pruning of tree roots shall be allowed within prior approval from a registered arborist. 15.Full-depth of pavement (AC or PCC) shall be sawcut prior to excavation (except within two feet of any USA markings indicating that facilities may be in the pavement section). 16. Sawcut through all ?CC (curb, gutter, sidewalk, etc.) to be removed. Remove to the nearest mechanical joint or score marks. Remove and replace complete squares and score new sidewalks to match existing. Remove and replace entire section of curb and gutter joint to joint, and not less than a 5' section. The remaining section of curb and gutter shall not be less than 5 feet in length. When trenching within the sidewalk,remove and replace the panel of concrete to extend to the nearest next score mark. Concrete curb, C:\Documents and Settings\fredh\Desktop\SJWC Downtown CIP Special Provisions.doc Pg 4 of 7 gutter and sidewalk shall be constructed in accordance with the most recent City of Campbell Standard Specifications and Details. 17. Contractor/Permittee shall protect all utilities. Contractor shall locate utilities before excavating or boring. 18. Potholes and all trenches over 6"wide shall be backfilled and the surface restored in accordance with the CCSS. Contractor/Permittee shall sawcut trench walls and potholes to the bottom of existing AC, and shall sawcut and replace existing AC at least 9-12"beyond the side of the trench walls. 19. Whenever excavation (trench wall) is 24" or less from of the lip of gutter, replace at least a 2" depth of existing AC between the excavation area and the lip of gutter. Remove existing AC by grinding to the lip of gutter. Whenever excavation is within 12" of the lip of gutter, remove and replace the entire depth of AC between the french wall and the lip of gutter. 20. Trench restoration for trenches that run parallel with the street shall comply with the CCSS Detail 8 (revised May 2012). 21. Trench restoration for trenches that run perpendicular to the street shall comply with the CCSS Detail 7 (revised May 2012). 22.Directional Drilling or Boring—The Contractor/Permittee shall obtain approval from the City of Campbell before the start of ANY directional boring operation. If this method is utilized, all utility crossings in the proposed bore alignment shall be potholed and exposed to verify depth prior to commencing with the boring operation. Potholes shall then remain open until the bore has passed the exposed utility to verify that no damage has occurred. The locations for directional boring equipment shall be approved in advance by the City's Representative. All new conduits shall be installed as shown on the approved plans. Horizontal alignment of the new conduit shall be straight and no deviation of more than 6"will be accepted unless revised permit drawings have been submitted and approved by the City. Contractor shall mark the approved horizontal alignment before beginning boring operations. Contractor shall mark the progress and depth of the bore at 20' intervals by applying a paint dot to the ground in the same color scheme as used for Underground Service Alert (USA). Deviations from the approved plans shallbe corrected immediately to get the bore back to the approved alignment and depth. 23. At locations where driveways, curb, gutter and/or sidewalk connect with existing improvements, steel dowels shall be installed. Dowels shall be 12" long. #4, grade 60, steel reinforcing bars or as indicated on the plans. Dowels shall be firmly epoxied into existing improvement with a six inch (6") embedment. Dowels shall be installed prior to placing new curb, gutter and/or sidewalk. 24. Concrete for driveway approaches and/or curb and gutter located in front of driveway approaches shall be high/early mix that will obtain a minimum strength of 3,500 psi within 48 hours to allow the opening of the driveways with two calendar days. 25. Construction/permittee shall accommodate and coordinate with the businesses that are open during the Contractor/permittee construction hours. 26. Contractor/Permittee agrees to maintain the facilities in an attractive and clean manner. Contractor/Permittee will remove graffiti immediately and within 48 hours of notification that the facilities have been tagged. C:\Documents and Settings\fredh\Desktop\SJWC Downtown CIP Special Provisions.doc Pg 5 of 7 27. The work site is to be maintained in a safe condition at all times. Attention is directed to Sections 7-1.08 and 7-1.09 of the City of Campbell Standard Specifications and Details regarding public safety, convenience, and responsibility for damage. 28. Should the Contractor/Permittee leave any site in such a manner requiring City forces to mobilize and mediate an unsafe situation, the City will bill the Contractor/Permittee for all costs associated with this work. 29. Construction equipment and/or materials SHALL NOT be parked, stored, or stockpiled in the public right- of-way except within designated work areas during regular work hours ONLY. It is the responsibility of the Contractor/Permittee to locate suitable storage and staging area, subject to City's review. 30. No storage of material/equipment or stockpiles shall remain after end of each work shift. 31. The Contractor/Permittee shall comply with all NPDES Guidelines. 32. No trees within the public right-of-way may be removed, trimmed, or root pruned without prior written authorization from the City of Campbell,Public Works Department. 33. If existing facilities including but not limited to communication, fiber optics, electrical, water, storm drain, sanitary sewer, etc.) are accidentally damaged or cut, immediately notify the City's Representative. The Contractor/Permitter shall employ the appropriate licensed contractor to immediately make the necessary repairs at no cost to the City. Temporary repairs to damaged facilities shall be made immediately by the Contractor/Permittee. Final repairs by the Contractor/Permittee shall be made as soon as possible, but no later than 48 hours from the date of damage. 34. The Contractor/Permittee is obligated under this permit to maintain and repair all pavement and sidewalk sections in the City's right-of-way that is damaged due to the installation of the above described facilities. Repairs shall be made according to the most recent City of Campbell Standard Specifications and Details. Replace all improvements such as asphalt paving, curb, gutter, sidewalk, electrical, irrigations systems, or landscaping damaged in the performance of the work. When requested by the Contractor/Permittee, the Representative will inspect the site prior to starting work and confirm pre-existing conditions identified/marked by the Contractor within the immediate work area. Replacement of damaged electrical lines shall be done immediately and coordinated with the City's Representative. Permanent replacement of damaged improvements such as asphalt paving, curb, gutter sidewalk, irrigation systems and landscaping shall be coordinated with the City Representative. 35. Loop detectors that are damaged during construction shall be replaced with new ones. Splicing will not be acceptable. Contact City of Campbell Traffic Signal and Lighting Maintenance Division 72 hours prior to proposed cutting of traffic loop detectors. 36. The brick pavers, decorative concrete panels with exposed aggregate, and commemorative plaques located in the City Hall Quad Area shall be protected. Contractor/Permittee shall replace any damaged facilities in kind. 37. All decorative concrete panels with exposed aggregate located on sidewalk and in the parking lot shall be replaced in kind. 38. Contractor/Permittee shall install Type I Slurry Seal over the entire main line, lateral connections, and service lines trenches. 39. Access to side streets and private drives shall be maintained at all times. 40. The site shall be swept as needed to maintain clean roadways, a minimum of once a day. C:\Documents and Settings\fredh\Desktop\SJWC Downtown CIP Special Provisions.doc Pg 6 of 7 41. All edges of trenches shall be saw cut. Any broken pavement edges shall be squared up by saw cutting and repaved. 42.All permanent pavement markings shall be installed within seven(7)calendar days of final finish paving. 43. Any changes made to the plans shall be submitted to the City for review,comment and approval. 44. Contractor/Permittee shall provide the City of Campbell accurate record drawings showing all underground and aboveground facilities at the completion of the construction. Plans shall be accurately dimensioned, clearly showing the location, size, and shape of all existing and new/proposed facilities. 45. All USA markings associated with this permit shall be removed by Contractor/Permittee as soon as trench backfill restoration is completed. 46.All contractors working under the permit shall have a valid City of Campbell business license. 47. This permit is NOT VALID for any excavation that will be solely for the use of other utility companies (AT&T, Comcast, etc.). Other utility companies must obtain a separate utility excavation/encroachment permit for the installation (and removal) of their facilities beyond the limits of the joint (occupied) trench associated with this permit. Applicant shall be responsible for ensuring that all those providing services under the applicant are aware of and understand all of the above conditions.6Jk . bc /2& li3 Applicant Date LeJ 5- Fti•- • 3/2O3 / 3 Contractor (Print Name) Date C:\Documents and Settings\fredh\DesktoplSJWC Downtown CIP Special Provisions.doc Pg 7 of 7 LT`i r -�: - nigtH.: I . I � r. - r::ma .,r„ + _ QTR- !r -- t. �, \. + .. '/,.v +• 0 a`..� _t ':a te Y .� / ;Iiiit 44 r . tr. .�.- .. t •. s tree "14)T *IP-- ^ /._., .,,,,,........,, .?am De+ :-C a ,g!:.VID"'`ve• —. f 'Ii §v LL AVEN ` �z ' . ,.d�0 �' ' _— is _ f, .1%, �tIR'44',.....4 pi i„ ! 7 `■ ,`� LEI .., "i .....,„ `�. f . 4„....„ , f ..),,, ,. z\_. 1,4�Ir-_ '(f- C' r�'�IL. '•� . ! a -,aj' '+. '-. ''r'�,1'fi`ry".. / �.' _ •,.•I. ;r^ r • •1. �,� 1. -t. _ •Lr�,��t � 44441. _•`t .�a:� T J • M/!. , X44{ , < /'°•mi l rf , iii : 1! �„ tweet t:v, "�1� ' Nrr •' t F .i L - 1. � +• , /,' t. 2. �. ' t $ 9 - NON AT ' t' 1 ask • -4P?' ' 'I•J••��X` �� _y"r . •• /,'K �1 , • 4. • •f �Mlasi n �a . ..,• { ,..A �' t ' o. .r , .Jr v ..;, i r, /.. ��,'` .. .`Li,. ,,ic ,.,. .4 S, NOTIFICATION BOUNDARY MAP SAN JOSE WATER COMPANY ,,, ,,,;20„ CAMPBELL DOWNTOWN WATERMAIN REPLACEMENT PROJECT Page 1 of 1 Syed Wahidi • To: Syed Wahidi; 'Jimmy Rinauro' /� Cc: Fred Ho CA a( '.lv Subject: E Campbell Ave- LIST OF CORRECTIONS (Revised) S-S Hi Jimmy, Here is a revised list of corrections: \x"-Clean slurry marks at NE corner of Campbell Ave/3rd St. ✓The gap between the pavers and the concrete need to be filled at the north end \/Match the color&texture of new pavers with the existing pavers Please ask your striper to contact me reagrding striping layout of parking stalls since Graham didn't tie them out. Thx. Syed Wahidi I Public Works Inspector City of Campbell I Public Works Dept. ayedw@cityofcampbelI.com S 408.866.2165 I 4 408.376-0958 70. N. First Street I Campbell,CA 95008 www.CityofCampbell.com From: Syed Wahidi Sent: Thursday, June 13, 2013 2:51 PM To: 'Jimmy Rinauro' Cc: Fred Ho Subject: E Campbell Ave- LIST OF CORRECTIONS Hi Jimmy, Besides the loops installation and trench slurry seal, the folllowing items need to be corrected. - Level the subgrade and repair the grass both the north & south side of the pavers -The gap between the pavers and the concrete need to be filled at the north end - Match the color&texture of new pavers with the existing pavers - Backfill behind the new curb at the alley entrance (from Central Ave side) Syed Wahidi I Public Works Inspector City of Campbell I Public Works Dept. syedw@cityofcampbell.com 3i` 408.866.2165 1408.376-0958 70. N. First Street I Campbell,CA 95008 www.CityofCampbell.com 7/25/2013 Page 1 of 1 II • Syed, The new stall at the NW corner of Campbell and central has been approved. Please direct San Jose Water Company's contractor to install the necessary parking T's and extend the green curb. From:Matthew Jue Sent Tuesday,July 30,2013 2:02 PM To:Fred Ho Cc:Francine Pnnope Subject:RE:Central Avenue Parking Stall Yes,have the curb painted green and the parking T's modified or added at the two locations shown below. U. . Clew Son e.a liDb ce .eve 8 cane.,avenue cenebeaca J q m ' 4l ,.. . 1 ii I V O I ©a rJ y _r:. or .a. - es LM DamI jL. 1 '•lengm 003IMka J . .. ;i 7 � ‘,14‘\\V 'I/ - F Ili�d i� I rJ.a,xHan.,m ,,.e. 1 • Ng �' _14 'l ','. dftf 1 ok 4 \ ._NMI -41014. `„ el 1 r ;,,,,, 1,2*-- ; • a. :i[ill: t , r • �'•l , 's • I IAi II x •, J.,. ` .r .t +.r -e' +, dz xx er�ll Ave 6•N.GentreI @Sul Qo�1 e1 lt�)�) ��L :► ( 2: . From:Fred Ho Sent Tuesday,July 30,2013 12:35 PM To:Matthew Jue Cc:Francine Pnncipe Subject Cenral Avenue Parking stall Matthew, As part of San Jose Water Company's Downtown Water Main Replacement Project,the fire hydrant near the NW corner of Campbell Ave and Central Ave was relocated from its original location to the south,into the bulbout area. See attached JPEG. The red curb(not shown in the JPEG)delineating the original hydrant location is 19-LF. We'd like to change the red curb to a 20-min green stall,same as the other stalls to the north. Please let me know if this layout is acceptable. Thanks. Fred py> — -r fr'Intv sA, 2c 4 2c `t v6.c T 7/30/2013 NO PARKING BETWEEN 7AM-5PM Monday July 22, 2013 Tuesday July 23, 2013 In order to extend the service life of your street, and improve the appearance and skid resistance, Graham Contractors has been hired to apply a "Slurry Seal" to various streets in your neighborhood. "Slurry Seal" is made of asphalt "oil" and finely crushed rock. "Slurry Seal" is designed to protect streets from damage caused by traffic, sun and water. We appreciate your cooperation in this matter and will do our best to minimize the inconvenience to your families. On the date the "Slurry Seal" is applied, your street will be CLOSED TO ALL TRAFFIC, including bicycles, and your driveways will be inaccessible between the hours of 7:00 am and 5:00 pm. For the work to be completed safely and professionally, it is IMPERATIVE that vehicles and trailers not be driven or parked on the street the day it is scheduled to be resurfaced. VEHICLES and TRAILERS WILL BE TOWED TO CLEAR THE STREET! If you need to use your vehicle or trailer, it is recommended that you park it on an adjacent street that is not scheduled for"Slurry Seal" that day. Also, please do not water lawns or bushes on the days that construction is scheduled, as this may cause a permanent unsightly appearance on the street in front of your home! The oil used on your street will "track" stains onto driveways, sidewalks, etc. if driven through, and IT WILL STAIN YOUR CARPETS if tracked into your home! We apologize for any inconvenience this may cause you, but with your cooperation we can make this a project that will improve the appearance of your neighborhood while saving on costly future street repairs. *** EMERGENCY VEHICLES WILL HAVE ACCESS AT ALL TIMES *** TEMPORARY "NO PARKING" SIGNS WILL BE POSTED ON THE STREETS. IF THE WORK IS NOT COMPLETED ON THE DAY SCHEDULED, YOU WILL BE RENOTIFIED. Street Name: From: To: Monday July 22, 2013 Campbell Ave. (Eastbound Traffic Lane) N. Third St. Railway Ave. N. Central Ave. (Northbound Traffic Lane) E. Campbell Ave. Civic Center Dr. N. Central Ave. Alley way 1/2 width Intersection of N. Central Ave. & Civic Center Dr. Tuesday July 23, 2013 Campbell Ave. (Westbound Traffic Lane) Railway Ave. N. Third St. N. Central Ave. (Southbound Traffic Lane) Civic Center Dr. E. Campbell Ave. 1/2 width Intersection of N. Central Ave. & Civic Center Dr. THANK YOU FOR'YOUR PATIENCE If you have any questions please contact Graham Contractors, Inc. at(408)293-9516 • NOTE: This drawing shows the traffic control plan for Day 1 of the slurry seal operation, per approval. Traffic will not be able to use Campbell Ave in the eastbound direction from Orchard City Drive to Railway Ave. As a result, detours and pedestrian controls will be used to ensure the safety of the construction .-._, operation. R., • • • • CIVIC CENTER DR. : CIVIC CENTER DR. • END • CIVIC CENTER DR. « • CIVIC CENTER DR. Am 4' DETOUR i + } i 0, END • • F END O T i END wzo., 4014IVI T DETOU' i 'DETOUR + n i DETOU' +} ROAD Ma,° wan ' .«RM.Ellia WA}, .w.3 wia, WORK T WOE 'W� I 1p WOAD f ORX ROAD yyORK ORK AHEAD AHEAD AHEAD C 150 he NI 150' 150' 150' " Wroi c� wsu, 2� } D1 �o 3S • j-. ONLY . F Ng RDADo DCLoseo END w f }} R3-5 Ll R35 DETOUR n�noRAf DETOUR R'-5 [ f� • +} t AHEAD DETOU' u ! uil \ - 4 i • - ;1��{ • • CAMPBELL AVE. • ' f+ 4. • CAMPBELL AVE • • /�//���j////////////////////%/%iii%/J%////��������������% �/ i; ////////////////////////��//����������������i%///`�//9/I/����/�/////��% iiiii/,�•%/////�//////�/////�/ % �// / / • CAMPBELL AVE. —y F-150'—•1L. _ F r � .ROAty .A. f R/ _ r te--' DE u D DErouR DETOUR fJ 40.14001110 r WORK AHEAD 3 wAe •, AHEAD ROAD ►i °•� CLOSED ROAR DETOUR CLOSED ROAD AHEAD CLOSED 150 WI n tA n rn n 0r 1 M i4 r \ n_\ D-74� 3 �� I ` -4 AHEAD `T ` R2-1 R11 R31 • + ► y ~ • O. ORCHARD CITY OR, y -9 ORCHARD CITY DR. • ORCHARD CITY DR. LEGEND TAPER LENGTHS CALCULATED BY FORMULA FROM CA MUTCD TABLE 6C-4. TABLE A N l'a TYPE II BARRICADE 'V APROACH RECOMMENDED SIGN SPACING 40 M.P.H.OR LESS:L=WS2/60 SPEED ADVANCE OF TAPER AND BETWEEN SIGNS • CHANNELIZING DEVICE 40 M.PH.OR MORE:L=WS (MPH) (FT) 4- TRAFFIC CONE WITH CLIP ON SIGN L=TAPER LENGTH(FT) W=WIDTH OF OFFSET(FT) S=POSTED SPEED LIM,T 25 150 FSIGN 30 200 35 250 TABLE L _ ii SIGN WITH HIGH LEVEL WARNING 40 350 DEVICE(FLAGTREE) MINIMUM TAPER LENGTH FOR WIDTH OF OFFSET=12 FT(3.6m) 45 550 POST TEMPORARY NO APROACH MERGING I MERGING MERGING !'OWN., 50 600 LPTNPS] PARKING SIGNS SPEED L L/2 L/3 SrkffAM OVER 50 1000 MPH(km/h) FT(m) FT(m) FT(m) r(m) ® SIGNALIZED INTERSECTION 2O(30) 80(21) 40(10) 27(7) 1D0(30) APROACH MAXIMUM CHANNELIZER SPACING 4 '`_ 0) 125(37) 63(19) 42(12) 1^0(30) SPEED TAPER TANGENT CONFLICT ���.. ARROW PANEL(FLASHING ARROW) 30 50 180 (MPH) (Fr) (FT) (FT)t ( ) (58) 90(29) 60(19) 100(30) Lewis&Tibbitts-Traffic Control 35(60) 245(84) 123(42) 82(28) 'GO(30) 20 21 42 10 if FLAGMAN 40(70) 320(158) 160(79) 107(53) •i00(30) 25 26 53 13 Slurry Seal—Campbell,CA 45(80) 540(180) 270(90) 180(60) 130(30) 30 32 63 15 Campbell Ave. ' 27// WORK ZONE(ACTIVITY AREA)LIMITS 50(90) 600(203) 300(101) 200(68) 100(30) 35 37 74 18 AT X-STREET Central Ave,let St,2nd St,and 3rd St. PAVEMENT MARKING 55(100) 660(225) 330(113) 220(75) 100(30) 40 42 84 20 DATE July 8,2013 SCALE NTS DIRECTION OF TRAFFIC(NOT PAVEMENT MARKING) 60(110) 720(248) 360(124) 240(83) 100(30) 45 48 95 23 H3-09; 1 JOB/: DRAWING NO. of4 DRAWN BY 65 780 390 260 100 50 53 106 25 David Espinoza 4521 ADDRESS 70 840 420 280 100 OVER 50 74 148 35 ''�,�NOTE: This drawing shows the traffic control plan for Day 2 of the slurry seal operation. Traffic will not be able to use Campbell Ave in the westbound direction ,,from Orchard City Drive to Railway Ave. As a result, detours and pedestrian control will be used to ensure the safety of the construction operation. Also note, that Central Ave between Civic Center Drive and Campbell Ave will be slurry sealed and consequently closed as well. r� iii , WOAD za N \ ' 5 A EAD Rat END — 1 150'-1-150' DETOU- .1 CIVIC CENTER DR. ., 40 « • M COX CI CENTER OR. « . . « • 4. G•AC CENTER DR. 4. 5O. CIVIC CENTER DR. • ^ � m. N,,,,, L_..4 N,, L_4 '0 - L_I R31 R31 I14, in ROAD ''<,,, �.•.,a..o.b CLOSED ROAD ROAD n�, AA CLOSED —� CLOSED wso-+ 0 De ROAD i • o EA55 O CLOSED �/ •R II 2/ \ ",. + ° CLOSED cc a R 3 I=43 \, ROAD \ WI E uR RU rRu .. :.%//// / '.r/// '% Or 01,01,4W / II + CAMPBELL AVE. emmt • R. CAMPBELL AVE. y y y R. CAMPBELL AVE r + 1-150'-F--150' : I i t• irt I-1-j' / ROAD O. � �./ m 41511 L A H 6• ' LI m AHEAD R31 15 ' R3t V R35 RA-1 0 -i R35 AD X 150 wao- 150 rao- +f150' weo- DµETDUR L ROAD L, WOAD a L WOAD 150' AHEAD OAD ORN N AD AHEAD AHEAD wza, Z51 f ROAD ,4 + +. 04 HcAD ORCHARD CITY DR. ORCHARD OTT DR. ORCHARD CITY DR. LEGEND TAPER LENGTHS CALCULATED BY FORMULA TABLE A FROM CA MUTCD TABLE 6C-4. _ w ' 1� TYPE II BARRICADE 40 M.P.H.OR LESS:L=WS2/60 APROACH RECOMMENDED SIGN SPACING I N • CHANNELIZING DEVICE 40 M.PH.OR MORE:L=WS SPEED ADVANCE OF TAPER AND BETWEEN SIGNS r __ ( TRAFFIC CONE WITH CLIP ON SIGN (MPH) (FT) t ' L=TAPER LENGTH FT) 25 150 F SIGN W=WIDTH OF OFFSET(FT) S=POSTED SPEED LIMIT 30 200 TABLE L 35 250 Ili SIGN WITH HIGH LEVEL WARNING 40 350 DEVICE(FLAGTREE) MINIMUM TAPER LENGTH FOR WIDTH OF OFFSET=12 T(3.6m) 45 550 POST TEMPORARY NO APROACH MERGING MERGING MERGING DOWN 50 600 4:11PTNPS PARKING SIGNS SPEED L L/2 L/3 1�TREAM OVER 50 1000 MPH(km/h) FT(m) FT(m) FT(m) FT(m) OSIGNALIZED INTERSECTION 20(30) 80(21) 40(10) 27(7) 100(30) APROACH MAXIMUM CHANNELIZER SPACING 25(40) 125(37) 63(19) 42(12) 100(30) SPEED TAPER TANGENT CONFLICT .. ARROW PANEL(FLASHING ARROW) 30(50) 180(58) 90(29) 60(19) 100(30) (MPH) (FT) (FT) (FT) Lewis&Tibbitts-Traffic Control 35(60) 245(84) 123(42) 82(28) 00(30) 20 21 42 10 FLAGMAN 40(70) 320(158) 160(79) 107(53) i00(30) 25 26 53 13 Slurry Seal—Campbell,CA 45(80) 540(180) 270(90) 180(60) 100(30) 30 32 63 15 Campbell Ave. 2227/ WORK ZONE(ACTIVITY AREA)LIMITS 50(90) 600(203) 300(101) 200(68) 100(30) 35 37 — 74 18 AT x—STREET Central Ave tst St,2nd St,and 3rd St. ♦1 PAVEMENT MARKING 55(100) 660(225) 330(113) 220(75) _ 100(30) 40 42 84 20 DATE July 8,2013 SCALE G 1 DIRECTION OF TRAFFIC(NOT PAVEMENT MARKING) 60(110) 720(248) 360(124) 240(83) 100(30) 45 48 95 23 H31-091 JOB/; CRANING N0. ORAWN BETS 65 780 390 260 100 50 53 106 25 2°t4 David Espinoza 4521 ADDRESS 70 840 420 280 100 OVER 50 74 148 35 NOTE: This drawing shows the traffic control plan for the slurry seal operation in the right lane of Civic Center Drive heading west. This lane will be closed and as a result, the appropriate traffic and pedestrian control will be set up. H Cr) I— U) I r A�p_l .,�Q w<.2 W1U5 W20-1 J f LEFT LAN ROAD � CLOSED WORK 150'Merging Taper s AHEAD AHEAD # 150' 150'• • • a CIVIC CENTER DR. a'On •t /j ,CIVIC CENTER DR. Clie MI W2o-1 wl� R ROAD ArlllJll WORK -_-.-, AHEAD U) I ~ > In > — • J Q I-- Z 11*V- W U14",,V LEGEND TAPER LENGTHS CALCULATED BY FORMULA TABLE A FROM CA MUTCD TABLE 6C-4. N ' E'er TYPE II BARRICADE 40 M.P.H.OR LESS:L=WS2/60 APROACH RECOMMENDED SIGN SPACING IV • CHANNELIZING DEVICE 40 M.PH.OR MORE: L=WS SPEED ADVANCE OF TAPER AND BETWEEN SIGNS (MPH) (FT) • TRAFFIC CONE WITH CLIP ON SIGN L=TAPER LENGTH(FT) W=WIDTH OF OFFSET(FT) S=POSTED SPEED LIMIT25 150 I. SIGN 30 200 TABLE L 35 250 E SIGN WITH HIGH LEVEL WARNING 40 350 DEVICE(FLAGTREE) MINIMUM TAPER LENGTH FOR WIDTH OF OFFSET=12 FT(3.6m) 45 550 POST TEMPORARY NO APROACH MERGING MERGING MERGING DOWN 50 600 4 PTNPS PARKING SIGNS SPEED L L/2 L/3 STREAM OVER 50 1000 MPH(km/h) FT(m) FT(m) FT(m) FT(m) $J SIGNALIZED INTERSECTION 20(30) 80(21) 1 40(10) 27(7) 100(30) APROACH MAXIMUM CHANNELIZER SPACING ARROW PANEL(FLASHING ARROW) 25(40) 125(37) 63(19) 42(12) 100(30) SPEED TAPER TANGENT CONFLICT • 30(50) 180(58) 1 90(29) 60(19) 100(30) (MPH) (FT) (FT) (FT) Lewis&Tibbitts-Traffic Control 35(60) 245(84) 123(42) 82(28) 100(30) 20 21 42 10 f FLAGMAN 40(70) 320(158) 160(79) 107(53) 100(30) 25 26 53 13 Slurry Seal—Campbell,CA 45(80) 540(180) 270(90) 180(60) 100(30) 30 32 63 15 Civic Center Drive r // WORK ZONE(ACTIVITY AREA)LIMITS 50(90) 600(203) 300(101) 200(68) 100(30) 35 37 74 18 AT X-STREET _ Central Ave ♦ . PAVEMENT MARKING 55(100) 660(225) 330(113) 220(75) 100(30) 40 42 84 20 DATE July 8,2013 SCALE DIRECTION OF TRAFFIC(NOT PAVEMENT MARKING) 60(110) 720(248) 360(124) 240(83) 100(30) 45 48 95 23 HORDINAL /: ORANING N0. DRANN BNTS 65 780 390 260 100 50 53 106 25 3°f 4 David Espinoza 4521 ADDRESS 70 840 420 280 100 OVER 50 74 148 35 I w a CIVIC CENTER DR. o- o- CIVIC CENTER DR. a' ',i o- a o- o- NOTE: This drawing shows the traffic control plan for Day 3 ROAD PM of the slurry seal operation, per approval.The alley way WORK AHEAD on Central Ave. north of Campbell Ave will be closed.. As a result, the appropriate traffic control will be set up. I- 150' H I-- J I# Q R3-1 cc IROAD "9F CLOSED' R112 2 I \I\ R3 1* ` 150' wlI . I ROAD WORK ROAD .i... AHEAD CLOSED t11.2 * / �' CAMPBELL AVE. w _ \\�1�11 CAMPBELL AVE. � t ../ / ,f (-- y I LEGEND TAPER LENGTHS CALCULATED BY FORMULA TABLE A FROM CA MUTCD TABLE 6C-4. I� TYPE II BARRICADE 40 M.P.H.OR LESS:L=WS2/60 APROACH RECOMMENDED SIGN SPACING N • CHANNELIZING DEVICE 40 M.PH.OR MORE: L=WS SPEED ADVANCE OF TAPER AND BETWEEN SIGNS (MPH) (FT) • TRAFFIC CONE WITH CLIP ON SIGN L=TAPER LENGTH(FT) SIGN 25 150 W=WIDTH OF OFFSET(FT) S=POSTED SPEED LIMITI. 30 20O TABLE L 35 250 iii SIGN WITH HIGH LEVEL WARNING 40 350 DEVICE(FLAGTREE) MINIMUM TAPER LENGTH FOR WIDTH OF OFFSET=12 FT(3.6m) 45 550 POST TEMPORARY NO APROACH MERGING MERGING MERGING DOWN 50 600 PTNPSJ PARKING SIGNS SPEED L L/2 L/3 STREAM OVER 50 1000 MPH(km/h) FT(m) FT(m) FT(m) FT(m) OSIGNALIZED INTERSECTION 20(30) 80(21) 40(10) 27(7) 100(30) APROACH MAXIMUM CHANNELIZER SPACING ARROW PANEL(FLASHING ARROW) 25(40) 125(37) - 63(19) 42(12) 100(30) SPEED TAPER TANGENT CONFLICT •• 30(50) 180(58) 90(29) 60(19) 100(30) (MPH) (FT) (FT) (FT) Lewis&Tibbitts Traffic Control f 35(60) 245(84) 123(42) 82(28) 100(30) 20 21 42 10 FLAGMAN 40(70) 320(158) 160(79) 107(53) 100(30) 25 26 53 13 Slurry Seal—Campbell,CA 45(80) 540(180) 270(90) 180(60) _ 100(30) 30 32 63 15 Civic Center Drive / / WORK ZONE(ACTIVITY AREA)LIMITS 50(90) 600(203) 300(101) 200(68) 100(30) 35 37 74 18 AT X—STREET PAVEMENT MARKING Central Ave. ♦' 55(100) 660(225) 330(113) ' 220(75) - 100(30) 40 42 84 20 DAB July 8,2013 SCALE < DIRECTION OF TRAFFIC(NOT PAVEMENT MARKING) 60(110) 720(248) 360(124) 240(83) 100(30) 45 48 95 23 H3-091 3-0 L JDB�: DRANNG NC. NTS H3-0J1 DRANK BY 65 780 390 260 100 50 53 106 25 ao1° David Espinoza 4521 ADDRESS 70 840 420 280 100 OVER 50 74 148 35 ROAD W RIB BETWEEN 7AM-5PM Monday July 22,2013 Tuesday July 23,2013 In order to properly restore the pavement affected by the recent water main replacement project, San Jose Water Company's contractor Graham Contractors, Inc. is scheduled to apply a slurry seal over portions of Campbell Avenue, First Street, Second Street, Third Street, and Central Avenue. We appreciate your cooperation in this matter and will do our best to minimize the inconvenience to residents, customers and establishments. On the date the slurry seal is applied, the street will be CLOSED TO ALL TRAFFIC, including pedestrians and bicycles. Driveways will be inaccessible between the hours of 7:00 am and 5:00 pm. For the work to be completed safely and professionally, it is IMPERATIVE that vehicles and trailers not be driven or parked on the street the day it is scheduled to be sealed. VEHICLES and TRAILERS WILL BE TOWED AT THE OWNERS EXPENSE TO CLEAR THE STREET! If you need to use your vehicle, it is recommended that you park it on an adjacent street that is not scheduled for slurry seal that day. Also, please do not water lawns or bushes on the days that construction is scheduled, as runoff onto the pavement will cause delays to the project. The oil used on your street will "track" stains onto driveways, sidewalks, etc. if driven through, and IT WILL STAIN CARPETS if tracked into you're a residence or establishment. We apologize for any inconvenience this may cause you while we carry out the necessary work. *** EMERGENCY VEHICLES WILL HAVE ACCESS AT ALL TIMES *** TEMPORARY"NO PARKING" SIGNS WILL BE POSTED ON THE STREETS. IF THE WORK IS NOT COMPLETED ON THE DAY SCHEDULED,YOU WILL BE RENOTIFIED. Street Name: From: To: Monday July 22, 2013 Campbell Ave. (Eastbound Traffic Lane) N. Third St. Railway Ave. N. Central Ave. (Northbound Traffic Lane) E. Campbell Ave. Civic Center Dr. 4.N. Central Ave. Alley way N. Central Ave. Ainsley Park N. Central Ave. (Northbound) E. Campbell Ave. Civic Center Dr. Tuesday July 23, 2013 Campbell Ave. (Westbound Traffic Lane) Railway Ave. N. Third St. Central Ave. (Southbound Traffic Lane) Civic Center Dr. E. Campbell Ave. -X-N. Central Ave. (Southbound) E. Campbell Ave. Civic Center Dr. THANK YOU FOR YOUR PATIENCE If you have any questions please contact Graham Contractors,Inc.at(408)293-9516 0 I (I T. r....,-ti,s1.e., - ' CIVIC CENTER DR. a'''' CIVIC CENTER DR. CIVIC CENTER DR ,,,77;),) T r O T O ,` a NOTE:This drawing shows the typical street closure to be used during the Campbell Ave water s 16,1' U o main replacement project,per approval. Detours - \ ccfi will be set up for traffic. Working hours will be 1 �- '�� between the hours of 10pm and 6am. `^ °? L, J I O O ............ Skit._. _' �' "' o' CAMPBELL AVF CAMPBELL AVE. _ CHMPoELL HvE. /Th ,_, h1 Vr. 1-1-4-r- .),/ _..... < j�O O N W �- I. ORCHARD CITY DR. ORCHARD CITY DR. ORCHARD CITY DR. i LEGEND TAPER LENGTHS CALCULATED BY FORMULA TABLE A FROM CA MUTCD TABLE 6C-4. w' =I TYPE II BARRICADE 40 M.P.H.OR LESS:L=WS2/60 APROACH RECOMMENDED SIGN SPACING Iv • CHANNELIZING DEVICE 40 M.PH.OR MORE:L=WS SPEED ADVANCE OF TAPER AND BETWEEN SIGNS IF TRAFFIC CONE WITH CLIP ON SIGN L=TAPER LENGTH(FT) (MPH) (FT) W=WIDTH OF OFFSET(FT) S=POSTED SPEED LIMIT 25 150 F SIGN 30 200 TABLE L 35 250 SIGN WITH HIGH LEVEL WARNING 40 350 DEVICE(FLAGTREE) MINIMUM TAPER LENGTH FOR WIDTH OF OFFSET.12 FT(3.6m) i 45 550 POST TEMPORARY NO APROACH MERGING MERGING MERGING DOWN 50 600 IPTNPS1 PARKING SIGNS SPEED L L/2 U3 STREAM OVER 50 1000 MPH(km/h) FT(m) FT(m) FT(m) FT(m) `J SIGNALIZED INTERSECTION 20(30) 80(21) 40(10) 27(7) 100(30) APROACH MAXIMUM CHANNELIZER SPACING ® ARROW PANEL(FLASHING ARROW) 25(40) 125(37) 63(19) 42(12) 100(30) SPEED TAPER TANGENT CONFLICT 30(50) 180(58) 90(29) 60(19) 100(30) (MPH) (FT) (FT) (FT) 35(60) 245(84) 123(42) 82(28) 100(30) 20 21 42 10 ft FLAGMAN 40(70) 320(158) 160(79) 107(53) 100(30) 25 26 53 13 Lewis&Tibbitts-Traffic Control v,/',/ f/� 45(80) 540(180) 270(90) 180(60) 100(30) 30 32 63 15 WORK ZONE(ACTIVITY AREA)LIMITS 50(90) 600(203) 300(101) 200(68) 100(30) 35 37 74 18 Main Replacement—Campbell,CA 4/4 PAVEMENT MARKING 55(100) 660(225) 330(113) 220(75) 100(30) 40 42 84 20 Campbell Ave. AT ET l� DIRECTION OF TRAFFIC(NOT PAVEMENT MARKING) 60(110) 720(248) 360(124) 240(83) 100(30) 45 48 95 23 Central Ave vea0(1st Street 65 780 390 260 100 50 53 106 25 ""n 413/13 e'rs 4521 ADDRESS °P34:et e" MAIM. 70 840 420 280 100 OVER 50 74 148 35 ttsot 1 of 10 .0"-ii," David Espinoza II I II III I V ( IIl I ,. . CIVIC CENTER DR. • _p' CIVIC CENTER DR. CIVIC CENTER DR. _.......9---------;) • (7/4?1___ aEna s� NOTE:This drawing shows the typical street .Qi N Gclosure on Campbell Ave between 1st and 2nd <. Fe Streets,per approval. Detours will be set up for :: -0 o w x , c 'traffic.Working hours will be between the hours o — *--- Ic and 6am. I = Frb: .h! ` l O O1 I =r-..__... 4 CAMPBELL AVE. Orr,-/.rc, � CAMPBELL AVE (!.r 1-- ------1—V--\ l' ,..—J• —, .7\2— I-1-- IT ... 1/77----') . • L. 'L2 OROy4,0 z z 07,_O^ yii ew I. k I. ORCHARD CITY DR. ORCHARD CITY DR. Ell LEGEND TAPER LENGTHS CALCULATED BY FORMULA TABLE A FROM CA MUTCD TABLE 6C-4. w' WA TYPE II BARRICADE APROACH RECOMMENDED SIGN SPACING 'v 40 M.P.H.OR LESS:L=WS2/60 SPEED ADVANCE OF TAPER AND BETWEEN SIGNS • CHANNELIZING DEVICE 40 M.PH.OR MORE:L=WS (MPH) (FT) w TRAFFIC CONE WITH CLIP ON SIGN L=TAPER LENGTH(FT) W=WIDTH OF OFFSET(FT) S=POSTED SPEED LIMIT 25 150 IN SIGN 30 200 TABLE L 35 250 SIGN WITH HIGH LEVEL WARNING 40 350 DEVICE(FLAGTREE) MINIMUM TAPER LENGTH FOR WIDTH OF OFFSET=12 FT(3.6m) 45 550 POST TEMPORARY NO APROACH MERGING MERGING MERGING DOWN 50 600 minPARKING SIGNS SPEED L L/2 L/3 STREAM OVER 50 1000 MPH(km/h) FT(m) FT(m) FT(m) FT(m) OSIGNALIZED INTERSECTION 20(30) 80(21) 40(10) 27(7) 100(30) APROACH MAXIMUM CHANNELIZER SPACING ® ARROW PANEL(FLASHING ARROW) 25(40) 125(37) 63(19) 42(12) 100(30) SPEED TAPER TANGENT CONFLICT 30(50) 180(58) 90(29) 60(19) 100(30) (MPH) (FT) (Fr) (FT) 35(60) 245(84) 123(42) 82(28) 100(30) 20 21 42 10 rf FLAGMAN 40(70) 320(158) 160(79) 107(53) 100(30) 25 26 53 13 Lewis&Tibbitts-Traffic Control (�J/ /I 45(80) 540(180) 270(90) 180(60) 100(30) 30 32 63 15 ���/t, WORK ZONE(ACTIVITY AREA)LIMITS Main Replacement—Campbell,CA Vi 50(90) 600(203) 300(101) 200(88) 100(30) 35 37 74 18 -- ♦. PAVEMENT MARKING 55(100) 660(225) 330(113) 220(75) 100(30) 40 42 84 20 Campbell Ave. A7 X-STREET DIRECTION OF TRAFFIC(NOT PAVEMENT MARKING) 60(110) 720(248) 360(124) 240(83) 100(30) 45 48 95 23 to Street and 2nd street 65 780 390 260 100 50 53 106 25 o.R 43/13 oA.�o�o :o" NTS 4521 ADDRESS OVER 50 74 148 35 91 70 840 420 280 100 Itsaet 2 0110 D ' David Espinoza • II I II CIVIC CENTER DR. CIVIC CENTER DR. W T C' cn o o N Mt 0 M Z N 1= r tesse 1 A. ,^/ 4, 4 A k 1 y......... .�..�......,� CAMPBELL AVE. • F F F ri n _ 1 1 /.. 1__�' lz-------) � Y RWD . ,1 LOSED ro: / „,,,,, . NOTE:This drawing shows the typical street °,p°y closure on Campbell Ave between 2nd and 3rd "It o Streets,per approval. Detours will be set up for c>4N traffic.Working hours will be between the hours of °R '. 10pm and 6am. ®' y F ORCHARD CITY DR. LEGEND TAPER LENGTHS CALCULATED BY FORMULA TABLE A FROM CA MUTCD TABLE 6C-4.Ma TYPE II BARRICADE APROACH FT) 40 M.P.H.OR LESS:L=WS2/60 RECOMMENDED SIGN SPACING SPEED ADVANCE OF TAPER AND BETWEEN SIGNS • CHANNELIZING DEVICE 40 M.PH.OR MORE:L=WS (MPH) (FT) T TRAFFIC CONE WITH CLIP ON SIGN L=TAPER LENGTH(FT) W=WIDTH OF OFFSET(FT) S=POSTED SPEED LIMIT 25 150 F SIGN 30 200 TABLE L 35 250 SIGN WITH HIGH LEVEL WARNING 40 350 �Z DEVICE(FLAGTREE) MINIMUM TAPER LENGTH FOR WIDTH OF OFFSET=12 FT(3.6m) 4,5 550 POST TEMPORARY NO APROACH MERGING MERGING MERGING DOWN 50 600 PARKING SIGNS SPEED L L/2 I../3 STREAM OVER 50 1000 MPH(km/h) FT(m) FT(m) FT(m) FT(m) (---S) SIGNALIZED INTERSECTION 20(30) 80(21) 40(10) 27(7) 100(30) APROACH MAXIMUM CHANNELIZER SPACING ARROW PANEL(FLASHING ARROW) 25(40) 125(37) 63(19) 42(12) 100(30) SPEED TAPER TANGENT CONFLICT 30(50) 180(58) 90(29) 60(19) 100(30) (MPH) (FT) (FT) (FT) f35(60) 245(84) 123(42) 82(28) 100(30) 20 21 42 10 FLAGMAN 40(70) 320(158) 160(79) 107(53) 100(30) 25 26 53 13 Lewis&Tibbitts-Traffic Control f�//� 45(80) 540(180) 270(90) 180(60) 100(30) 30 32 63 15 - WORK ZONE(ACTIVITY AREA)LIMITS 50(90) 600(203) 300(101) 200(68) 100(30) 35 37 74 18 _ Main Replacement—Campbell,CA 4111 PAVEMENT MARKING 55(100) 660(225) 330(113) 220(75) 100(30) 40 42 84 20 Campbell Ave. 60 110 720 248 360 124 240 83 100 30 45 48 95 23 AT x-STREET DIRECTION OF TRAFFIC(NOT PAVEMENT MARKING) ( ) ( ) _ ( ) ( ) ( ) 2nd Street and 3b Street 65 780 390 260 100 50 53 106 25 01"4/3113 w.....o NTS 4521 ADDRESS 70 840 420 280 100 OVER 50 74 148 35 i13.oai.100 l �.„ ,. 3 or 10 David Espinoza j .__;1;:)-V.,,_ rii — i CIVIC CENTER DR. 0:•'+ CIVIC CENTER DR. /-/-::;) // NOTE:Tl1 drawing shows the typical street Za. s r closure or-Campbell Ave between Central Ave and - Rails ay Ave,per approval. Detours will be set up for traf1c.Worxing hours will be between the hours I of 10or1 and Gam. _ I 6• (I h c� a ,e),,. • I l _ ! Igal 14 __._........f 'wiiiii viii i / �•,��/���//,/�i "I�� CAMPBELL AVE. n \ CAMPBELL AVE. ............ ...4� `.. lO//lf �iiiii� _ l.Hmr6Eu Avc. ,N I I...... .,_______Jo i---') ,. ( r J1 2/ a 3e r Q +0 �P N w V ORCHARD CITY DR ORCHARD CITY DR. LEGEND TAPER LENGTHS CALCULATED BY FORMULA TABLE A FROM CA MUTCD TABLE 6C-4. iI� TYPE II BARRICADE 40 M.P.H.OR LESS:L=WS2/60 APROACH RECOMMENDED SIGN SPACING • CHANNELIZING DEVICE 40 M.PH.OR MORE:L=WS SPEED ADVANCE OF TAPER AND BETWEEN SIGNS (MPH) (Fn i TRAFFIC CONE WITH CLIP ON SIGN L=TAPER LENGTH(FT) 25 W=WIDTH OF OFFSET(FT) S=POSTED SPEED LIMIT 150 F SIGN 30 200 TABLE L 35 250 SIGN WITH HIGH LEVEL WARNING 40 350 DEVICE(FLAGTREE) MINIMUM TAPER LENGTH FOR WIDTH OF OFFSET=12 FT(3.6m) 45 550 �e� POST TEMPORARY NO APROACH MERGING MERGING MERGING DOWN 50 600 � PARKING SIGNS SPEED I L/2 1/3 STREAM OVER 50 1000 MPH(kmlh) FT(m) FT(m) FT(m) FT(m) OSIGNALIZED INTERSECTION 20(30) 80(21) 40(10) 27(7) 100(30) APROACH MAXIMUM CHANNELIZER SPACING ® ARROW PANEL(FLASHING ARROW) 25(40) 125(37) 63(19) 42(12) 100(30) SPEED TAPER TANGENT CONFLICT 30(50) 180(58) 90(29) 60(19) 100(30) (MPH) (FT) (FT) (FT) 35(60) 245(84) 123(42) 82(28) 100(30) 20 21 42 10 FLAGMAN 40(70) 320(158) 160(79) 107(53) 100(30) 25 26 53 13 Lewis&Tibbitts-Traffic Control WORK ZONE(ACTIVITY AREA)LIMITS r//////� 45(80) 540(180) 270(90) 180(60) 100(30) 30 32 63 15 50(90) 600(203) 300(101) 200(68) 100(30) 35 37 74 18 Main Replacement—Campbell,CA 4- PAVEMENT MARKING 55(100) 660(225) 330(113) 220(75) 100(30) 40 42 84 20 Campbell Ave. AT V-STREET N DIRECTION OF TRAFFIC(NOT PAVEMENT MARKING) 60(110) 720(248) 360(124) 240(83) 100(30) 45 48 95 23 Central Ave and RaPvey Ave 65 780 390 260 100 50 53 106 25 °� n t3 n•v„.NO S"" NTS =• 4521 I ADDRESS 70 840 420 280 100 OVER 50 74 148 35 N3-091 I c410 =..«e. DavId Espin oza v 0 I ,lis..., ... .... .'"-------.i:...,________ Ill \toV CIVIC CENTER DR. 'il• _ CIVIC CENTER DR. ,wwye T.Po. r( -07. i1 L7, NOTE:This drawing shows the typical street L closure on Central Ave between Campbell Ave and Civic Center Drive,per approval. Detours will be set up for traffic.Also note,that we will be implementing a left lane closure on Civic Center �, ;�^ %°,,,,, Eg Drive heading east. Working hours will be between of the hours of 10pm and Gam. - - e , I \ o,P i --7 Y f4"'T� �%/ �� VAS _l '''''1—__'' �J i \. b........._}�'(I'�`.. ......_R CAMPBELL AVE t P _...h / — _ — CA.P@ELL AVE_ --------) . J✓ egl a ,„ v, a N 2 O U li, LEGEND TAPER LENGTHS CALCULATED BY FORMULA TABLE A FROM CA MUTCD TABLE 6C-4. w' TYPE II BARRICADE 40 M.P.H.OR LESS:L=WS2/60 APROACH RECOMMENDED SIGN SPACING 'v • CHANNELIZING DEVICE 40 M.PH.OR MORE:L=WS SPEED ADVANCE OF TAPER AND BETWEEN SIGNS(MPH) (FT) S TRAFFIC CONE WITH CLIP ON SIGN L=TAPER LENGTH( 25 F SIGN W=WIDTH OF OFFSET(FT) S=POSTED SPEED LIMIT 25 150 30 200 TABLE L 35 250 LT SIGN WITH HIGH LEVEL WARNING MINIMUM TAPER LENGTH FOR WIDTH OF OFFSET=12 FT 3 6m) 45 350 R DEVICE(FLAGTREE) ( 45 550 POST TEMPORARY NO APROACH MERGING MERGING MERGING DOWN 50 600 PARKING SIGNS SPEED L L12 L/3 STREAM OVER 50 1000 MPH(km/h) FT(m) FT(m) FT(m) FT(m) OSIGNALIZED INTERSECTION 20(30) 80(21) 40(10) 27(7) 100(30) APROACH MAXIMUM CHANNELIZER SPACING ® ARROW PANEL(FLASHING ARROW) 25(40) 125(37) 63(19) 42(12) 100(30) SPEED TAPER TANGENT CONFLICT 30(50) 180(58) 90(29) 60(19) 100(30) (MPH) (FT) (FT) (FT) 35(60) 245(84) 123(42) 82(28) 100(30) 20 21 42 10 FLAGMAN 40(70) 320(158) 160(79) 107(53) 100(30) 25 26 53 13 Lewis&Tibbltts-Traffic Control 45(80) 540(180) 270(90) 180(60) 100(30) 30 32 63 15 C/ A WORK ZONE(ACTIVITY AREA)LIMITS 50(90) 600(203) 300(101) 200(68) 100(30) 35 37 74 18 Main Replacement—Campbell,CA ♦■ PAVEMENT MARKING 55(100) 660(225) 330(113) 220(75) 100(30) 40 42 84 20 Central Ave 60 110 720 248 360 124 24083 100 30 45 48 95 23 AT x-STREET �r DIRECTION OF TRAFFIC(NOT PAVEMENT MARKING) ( ) ( ) ( ) ( ) ( ) Canpbel Ave.and Chic Center Wm 65 780 390 260 100 50 53 106 25 0,r.µ�r 1d13 " ,p K"` NTS 4521 ADDRESS 70 840 420 280 100 OVER50 74 148 35 OBI.H3491 BY Sato 'PRAWN - David Espinoza • • Oo . •.°•.°J �:, r. E...•••• O 0 E *2055 O OWOR I. CL ROAD a ED HEAD �. ^'• -150'Merging Taper AHEAD �` ... 150 - ---- 15V Pr r P/7.—. - -—------ CIVIC CENTER DR. • CIVIC CENTER DR - -___ , /� j ROAD WORT( AHEAD 4 r w Q CC Q i 1 Lei zi►1,1 ter (1 \ C)/ LEGEND TAPER LENGTHS CALCULATED BY FORMULA - FROM CA MUTCD TABLE 6C-4. TABLE A lad TYPE II BARRICADE APROACH RECOMMENDED SIGN SPACING 40 M.P.H.OR LESS:L=WS2/60 SPEED ADVANCE OF TAPER AND BETWEEN SIGNS • CHANNELIZING DEVICE 40 MPH.OR MORE:L=WS (MPH) (FT) -i TRAFFIC CONE WITH CLIP ON SIGN L=TAPER LENGTH(FT) W=WIDTH OF OFFSET(FT) S=POSTED SPEED LIMIT 25 150 F SIGN 30 200 TABLE L 35 250 ifSIGN WITH HIGH LEVEL WARNING 40 350 DEVICE(FLAGTREE) MINIMUM TAPER LENGTH FOR WIDTH OF OFFSET=12 FT(3.6m) 45 POST TEMPORARY NO APROACH MERGING MERGING MERGING DOWN 50 600 PARKING SIGNS SPEED L L/2 L/3 STREAM OVER 50 1000 MPH(km/h) FT(m) FT(m) FT(m) FT(m) O$ SIGNALIZED INTERSECTION 20(30) 80(21) 40(10) 27(7) 100(30) APROACH MAXIMUM CHANNELIZER SPACING 25(40) 125(37) 63(19) 42(12) 100(30) SPEED TAPER TANGENT CONFLICT ® ARROW PANEL(FLASHING ARROW) 30(50) 180(58) 90(29) 60(19) 100(30) (MPH) (FT) (FT) (FT) 35(60) 245(84) 123(42) 82(28) 100(30) 20 21 42 10 FLAGMAN 40(70) 320(158) 160(79) 107(53) 100(30) 25 26 53 13 Lewis&Tlbbltts-Traffic Control /I 45(80) 540(180) 270(90) 180(60) 100(30) 30 32 63 15 V�////, ' V , WORK ZONE(ACTIVITY AREA)LIMITS 50(90) 600(203) 300(101) 200(68) 100(30) 35 37 74 18 Main Replacement—Campbell,CA 4- PAVEMENT MARKING 55(100) 660(225) 330(113) 220(75) 100(30) 40 42 84 20 Civic Center Drive TREET �'o DIRECTION OF TRAFFIC(NOT PAVEMENT MARKING) 60 110 720 248 360 124 240 83 100 30 45 48 95 23 Central x-s venue ( ) ( ) ( ) ( ) ( ) c.R1r.i Avenue 65 780 390 260 100 50 53 106 25 war X13 w x"`E NTS °B` °'°°°.'4521 ADDRESS 70 840 420 280 100 OVER 50 74 148 351 uRA,,,,e. s of 10 David Espinoza CIVIC CENTER DR. ®w CIVIC CENTER DR. r /4 1 1 con g ,F,-, $[ VOTE:This drawing shows the typical street - :losure on Central Ave between Civic Center Driv ` I and Orchard City Drive.It also shows the street .9. .. closure on Campbell Ave between 1st St.and Z ' 1 i_: Railway Ave,per approval. Detours will be set u. " , ^ ,./ oc1.,, 'or traffic. Working hours will be between the hou 52!... 1 Df 10pm and 6am. rill ROAD �./ � II V ,... .k N._N_____.____,_,_\.\___ _ CAMPBELL AVE. % ��'� CAMPBELL AVF `-- -�" _ CAMPBELL AVE. ■�llrt- /L....;.d al >a Ut O Q i/ia N ® Z M ORCHARD CITY DR. ORCHARD CITY DR. LEGEND TAPER LENGTHS CALCULATED BY FORMULA - TABLE A FROM CA MUTCD TABLE 6C-4. i =ITYPE II BARRICADE 40 M.P.H.OR LESS:L=WS2/60 APROACH RECOMMENDED SIGN SPACING SPEED ADVANCE OF TAPER AND BETWEEN SIGNS • CHANNELIZING DEVICE 40 M.PH.OR MORE:L=WS (MPH) (FT) = TRAFFIC CONE WITH CLIP ON SIGN L=TAPER LENGTH(FT) W=WIDTH OF OFFSET(FT) S=POSTED SPEED LIMIT 25 150 F SIGN , 30 200 TABLE L 35 250 SIGN WITH HIGH LEVEL WARNING 40 350 DEVICE(FLAGTREE) MINIMUM TAPER LENGTH FOR WIDTH OF OFFSET-12 FT(3.6m) 45 550 POST TEMPORARY NO APROACH MERGING MERGING MERGING DOWN 50 600 stla PTNPSJ PARKING SIGNS SPEED L L/2 L/3 STREAM OVER 50 1000 MPH(km/h) FT(m) FT(m) FT(m) FT(m) OSIGNALIZED INTERSECTION 20(30) 80(21) 40(10) 27(7) 100(30) APROACH MAXIMUM CHANNELIZER SPACING ® ARROW PANEL(FLASHING ARROW) 25(40) 125(37) 63(19) 42(12) 100(30) SPEED TAPER TANGENT CONFLICT 30(50) 180(58) 90(29) 60(19) 100(30) (MPH) (FT) (FT) (FT) 35(60) 245(84) 123(42) 82(28) 100(30) 20 21 42 10 FLAGMAN 40(70) 320(158) 160(79) 107(53) 100(30) 25 26 53 13 Lewis&Tibbitts-Traffic Control 45(80) 540(180) 270(90) 180(60) 100(30) 30 32 63 15 V A WORK ZONE(ACTIVITY AREA)LIMITS 50(90) 600(203) 300(101) 200(68) 100(30) 35 37 74 18 Maki Replacement—Campbell,CA PAVEMENT MARKING 55(100) 660(225) 330(113) 220(75) 100(30) 40 42 84 20 Central Ave AT H-STREET DIRECTION OF TRAFFIC(NOT PAVEMENT MARKING) 60(110) 720(248) 360(124) 240(83) 100(30) 45 48 95 23Campbell AveA 65 780 390 260 100 50 53 106 25 °"[4/3/13 q ��w :"" NTS 4521 ADDRESS OVER 50 74 148 35 HUORK2HM 4 70 840 420 280 100 Nsmt 7 at 10 a " David Espinoza O.- NOTE:This drawing shows the typical stre ure on 1st Street between Civic Center Drive and Orchard C .It also shows the �', street closure on Campbell Ave between re: and Central n _ Avenue,per approval. Detours will be s for t 1�c. Working hours Owill be between the hours of 10pm and 6 t 1- CIVIC CENTER DR. ...<'• CIVIC CENTER DR. CIVIC CENTER ER. CIVIC CENTER DR- --------112-- -• --9.= /Lc ----7:)) Wr 'AP ,4 Or .,,,, _ e * . . - \ 1 !I L I a J r;_'Ll._, L .......---C, —__u �_ I 4c>, <?' r M 4.• ■•'. CAMPBELL AVE w CAMPBELL AVF .........'p - CAMPBELL AVE. .r.� LL A �I% �� `._ ... _. ......'.i� t. i n c,,Pa r. ,C5 V 4 CtY N O _ oRIS or ORCHARD CITY DR. ORCHARD CITY DR. ORCHARD CITY DR LEGEND TAPER LENGTHS CALCULATED BY FORMULA TABLE A FROM CA MUTCD TABLE 6C-4. w' CM TYPE II BARRICADE 40 M.P.H.OR LESS:L=WS2/60 APROACH RECOMMENDED SIGN SPACING 'V SPEED ADVANCE OF TAPER AND BETWEEN SIGNS • CHANNELIZING DEVICE 40 M.PH.OR MORE:L=WS (MPH) (FT) w TRAFFIC CONE WITH CLIP ON SIGN L=TAPER LENGTH(FT) W=WIDTH OF OFFSET(FT) S=POSTED SPEED LIMIT 25 150 F SIGN -- 30 200 -_- _ TABLE L 35 250 SIGN WITH HIGH LEVEL WARNING 40 350 DEVICE(FLAGTREE) MINIMUM TAPER LENGTH FOR WIDTH OF OFFSET=12 FT(3.6m) 45 550 POST TEMPORARY NO APROACH MERGING MERGING MERGING DOWN 50 600 PTNPS PARKING SIGNS SPEED L L12 U3 STREAM OVER 50 1000 MPH(km/h) FT(m) FT(m) FT(m) FT(m) $O SIGNALIZED INTERSECTION 20(30) 80(21) 40(10) 27(7) 100(30) APROACH MAXIMUM CHANNELIZER SPACING ® ARROW PANEL(FLASHING ARROW) 25(40) 125(37) 63(19) 42(12) 100(30) SPEED TAPER TANGENT CONFLICT 30(50) 180(58) 90(29) 60(19) 100(30) (MPH) (FT) (Fr) (F1) 35(60) 245(84) 123(42) 82(28) 100(30) 20 21 42 10 FLAGMAN 40(70) 320(158) 160(79) 107(53) 100(30) 25 26 53 13 Lewis&Tibbitts-Traffic Control /////� 45(80) 540(180) 270(90) 180(60) 100(30) 30 32 63 15 WORK ZONE(ACTIVITY AREA)LIMITS 50(90) 600(203) 300(101) 200(68) 100(30) 35 37 74 18 Main Replacement—Campbell,CA PAVEMENT MARKING 55(100) 660(225) 330(113) 220(75) 100(30) 40 42 84 20 1st Street DIRECTION OF TRAFFIC(NOT PAVEMENT MARKING) 60(110) 720(248) 360(124) 240(83) 100(30) 45 48 95 23 ATCampeel Ave TEET R 65 780 390 260 100 50 53 106 25 °"`4/3/13OI o '`.'" NTS M .N.JC•c 4521 ADDRESS 70 840 420 280 100 OVER 50 74 148 351 8 010 David Espinoza NOTE:This drawing shows the typical street closure on 2nd Street between Civic Center Drive and Orchard City Drive.It also shows the street closure on Campbell Ave between t. :7, ',7, 3rd Street and 1st Street,per approval. Detours will be set up for traffic. Working hours will be between the hours of 10pm and 6am. Access will 3 granted to parking lot located X in between 2nd St.and 3rd St north of Campbell Ave. -.1. w CIVIC CENTER DR. .--/-7"\H- CIVIC CENTER DR. CIVIC CENTER DR a 51 W } t I i,,, . . ,,,,, 4, = L 49;I t ® I�_'/� • `., CAMPBELL AVE - _ - CAMPBELL AVE. - / -� i MI JA:c... , pJ oq __ -- i �EN ORCHARD CITY DR. ORCHARD CITY DR. LEGEND TAPER LENGTHS CALCULATED BY FORMULA TABLE A O FROM CA MUTCD TABLE 6C-4. aZi TYPE II BARRICADE 40 M.P.H.OR LESS:L=WS2/60 APROACH RECOMMENDED SIGN SPACING • CHANNELIZING DEVICE 40 MPH.OR MORE:L=WS SPEED ADVANCE OF TAPER AND BETWEEN SIGNS(MPH) (FT) i' TRAFFIC CONE WITH CLIP ON SIGN L=TAPER LENGTH(FT) F SIGN W=WIDTH OF OFFSET(FT) S=POSTED SPEED LIMIT 25 150 30 200 TABLE L 35 250 iiSIGN WITH HIGH LEVEL WARNING MINIMUM TAPER LENGTH FOR WIDTH OF OFFSET=12 FT(3.6m) 40 550 DEVICE(FLAGTREE) 45 550 POST TEMPORARY NO APROACH MERGING MERGING MERGING DOWN 50 600 AI PTNPS I PARKING SIGNS SPEED L L2 L/3 STREAM OVER 50 1000 6-) MPH(km/h) FT(m) FT(m) FT(m) FT(m) rlJ J SIGNALIZED INTERSECTION 20(30) 80(21) 40(10) 27(7) 100(30) APROACH MAXIMUM CHANNELIZER SPACING _ ARROW PANEL(FLASHING ARROW) 25(40) 125(37) 63(19) 42(12) 100(30) SPEED TAPER TANGENT CONFLICT 30(50) 180(58) 90(29) 60(19) 100(30) (MPH) (FT) (FT) (FT) 35(60) 245(84) 123(42) 82(28) 100(30) 20 21 - 42 - 10 FLAGMAN 40(70) 320(158) 160(79) 107(53) 100(30) 25 26 53 13 Lewis&Tlbbitts-Traffic Control 45(80) 540(180) ' 270(90) 180(60) 100(30) 30 32 63 15 v A WORK ZONE(ACTIVITY AREA)LIMITS 50(90) 600(203) 300(101) 200(66) 100(30) 35 37 74 18 Main Replacement—Campbell,CA PAVEMENT MARKING 55(100) 660(225) 330(113) 220(75) 100(30) 40 42 84 20 2nd Street 110 720 248 360 124 240 83 100 30 45 48 95 23 AT x-STREET 60 DIRECTION OF TRAFFIC(NOT PAVEMENT MARKING) ( ) ( ) ( ) ( ) ( ) Campbell Ave 65 780 390 260 100 50 53 106 25 °' ulna u"` NTS 4521 ADDRESS 70 840 420 280 100 OVER 50 74 148 35 HyestOej �N° " sa to Devkl Espinoza - C,I _IT O cilia .. CIVIC CENTER CIVIC CENTER DR. - CIVIC CENTER DR ETI4 "W` ic5r ,,,, NOTE:This drawing shows the typical street closure on 3rd Street between Civic Center Drive and Orchard City Drive.It also shows the street z closure on Campbell Ave between 2nd Street and _� Orchard City Dr,per approval. Detours will be set I � up for traffic. Working hours will be between the — hours of 10pm and 6am. Access will be granted to parking lot located in between 2nd St.and 3rd St O1H 40 ,fi sii, north of Campbell Ave. O5Eo• / _ j u I-� �I\___)' ` j j �y - _-� -��� CAMPBELL AV f 1__V 45.__4 / jI CAMPBELL AVE. CAMPBELL AVE. +f • _.... ._. _., � ' i n �� I ,. 0'P jOD Cy9�0 0,,p r ORCHARD CITY DR. ORCHARD CIT LEGEND TAPER LENGTHS CALCULATED BY FORMULA FROM CA MUTCD TABLE 6C-4. TABLE A w' an TYPE II BARRICADE APROACH RECOMMENDED SIGN SPACING IV 40 M.P.H.OR LESS:L=WS2/60 SPEED ADVANCE OF TAPER AND BETWEEN SIGNS • CHANNELIZING DEVICE 40 M.PH.OR MORE:L=WS (MPH) (FT) 4- TRAFFIC CONE WITH CLIP ON SIGN 25 L=TAPER LENGTH(FT) W=WIDTH OF OFFSET(FT) S=POSTED SPEED LIMIT 150 F SIGN 30 200 TABLE L 35 250 SIGN WITH HIGH LEVEL WARNING MINIMUM TAPER LENGTH FOR WIDTH OF OFFSET=12 FT(3.6m) 40 350 DEVICE(FLAGTREE) 45 550 POST TEMPORARY NO APROACH MERGING MERGING MERGING DOWN 50 600 43, PTNPS PARKING SIGNS SPEED L L/2 L/3 STREAM OVER 50 1000 MPH(km/h) FT(m) FT(m) FT(m) FT(m) OSIGNALIZED INTERSECTION 20(30) 80(21) 40(10) 27(7) 100(30) APROACH MAXIMUM CHANNELIZER SPACING ® ARROW PANEL(FLASHING ARROW) 25(40) 125(37) 63(19) 42(12) 100(30) SPEED TAPER TANGENT CONFLICT 30(50) 180(58) 90(29) 60(19) 100(30) (MPH) (FT) (FT) (FT) trJ 35(60) 245(84) 123(42) 82(28) 100(30) 20 21 42 10 FLAGMAN 40(70) 320(158) 160(79) 107(53) 100(30) 25 26 53 13 Lewis&Tibbitts-Traffic Control 45(80) 540(180) 270(90) 180(60) 100(30) 30 32 63 15 Main Replacement—Campbell,CA r//////a WORK ZONE(ACTIVITY AREA)LIMITS 50(90) 600(203) 300(101) 200(68) 100(30) 35 37 74 18 4- PAVEMENT MARKING 55(100) 660(225) 330(113) 220(75) 100(30) 40 42 84 20 3b Street 60(110) 720(248) 360(124) 240(83) 100(30) 45 48 95 23 AT X-STREET DIRECTION OF TRAFFIC(NOT PAVEMENT MARKING) CampCampbellAve 50 53 106 25 0.rz X13 65 780 390 260 100 4521 ADDRESS OVER 50 74 148 35 ii-M.N. ®" °P"""`N° A'' NTS 70 840 420 280 100 that too(to David Espinoza di•CA'L,1n ••v�y e u a °RCH o•0• REPORT NO. PROJECT NO. DATE y�/,-//3 MTW h )S S circle day PROJECT NAME s Gtl _ E d P // �� Shift hrs./°, y a m Weather CONTRACTOR L 7 Temp. DAILY INSPECTION DIARY Location of O eratiou) HOURS-ITEM NO. C r c v,1-/'G./ /� v EQUIPMENT AND/OR LABOR USED: REMARKS EQUP. ID# LABOR DESCRIPTION Description of operation L. ff 7 7l e -, c., ,,.,.5 G 1„ S 74. /41,-� 17 1C. / � m.c, r re,t.") ( r, r,-� � er,�Y� / /�L� /tee ��et� C<<i1 re„lie,- a Y+ M /� P // Al I-e L 4 /7 S a s‹ i74 7L..<<— /V. / s! S-1. SIGNATURE TITLE - PUBLIC WORKS ENSPECTOR J:\forms\diary of•CAM" v• >: 5e. °RCN AO REPORT NO. y PROJECT NO. DATE y�/p//3 M T W F S S circle day PROJECT NAME S - k/ _ c l // 4✓e Shiftrs/O/,^, to Weather CONTRACTOR L T Temp. DAILY INSPECTION DIARY Location of Operation HOURS-ITEM NO. EQUIPMENT AND/OR LABOR USED: REMARKS EQUP. ID# LABOR DESCRIPTION Description of operation L T iLr e yr r,1, ....is a 24 s 4-<< //,.NS ID-1 GL- pi-112e y Ct ✓IJ nG t/i C,12 G'Grn55 �e Jicr t� P .� 2� 0 (1 / e . r % Jsuw c✓f71/AI C; C.,/f �re,v�G6 a.4 //Ave_ L✓ �� Cf4,• -frc. / Ave. SIGNATURE TITLE - PUBLIC WORK9'INSPECTOR J:\forms\diary of CA-4/A O o '°Rc11Ao. 3 REPORT NO. PROJECT NO. DATE __5//7(13 M T FS circle day PROJECT NAME ST I,/ E ca�Y�e�/ 4,„ Shift hrs.Weather /0/,n, to_ rn CONTRACTOR L T Temp. DAILY INSPECTION DIARY Location of Operation HOURS-ITEM NO. C;yi Ce.� der JD e. J EQUIPMENT AND/OR LABOR USED: REMARKS EQUP. ID# LABOR DESCRIPTION Description of operation (o,.,4 -cis.-J-o r ( L $ T) Tfe v+G i nq G pl d h� , be hi4,1 e.c,te b Or, Al. Si e Cep-, -I-er Dr. q-E- CeL�-bra / Ave, /r1 S- l(e.ct rleri, f (i 47XCIr4.n a� Sar.. ` ADGA 1-1O,7 Per h �rn}� li f-� /� ieS Dr, e✓l �Ct. /Qtlt. b Z >�ween C,� •l/ • LRn �e� J7c- rid E_ (a.,—Pbe.. // ✓�. LL haw G /mot +; J� �a s�G,a /-/e 1-11, 1 C o� �ti w,( // �(rJetn fie..,-1-(4. r'/Ve. Gin i N f(lco0 Ave. SIGNATURE TITLE - PUBLIC WORKS INSPECTOR J:\forms\diary OF•CAMn ` • `y O e. •ARCH AF°• 2- REPORT NO. PROJECT NO. DATE y//G //3 MOW h F S circle day PROJECT NAME S- w _ g, � f& // *A: Shift hrs./Dpiy,to Weather CONTRACTOR L Temp. DAILY INSPECTION DIARY Location of Operation HOURS—ITEM NO. C.vic Ce.,-der Dr./ C c.i-h-a( ,4✓c. EQUIPMENT AND/OR LABOR USED: REMARKS EQUP. ID# LABOR DESCRIPTION Description of operation Cna,-/r, c} r (L I T) c-4,me, ct s4-A/Iio_y D i G L p;fie 9-/ fit/, c„-Frti / Ave. . R, v, w. (Pi/ t GL'r C/ O, am Ca.v;c Crn -te - Dr. ) ,4-(s, , Saw r.� 4,h, 4"S '11� i/ c>,--7il/. re,-6-4- ( Ave. lic weer. ; vs (P -sec i r aH 6. C��-� 6c. /1 Alt P6(-1. /45 dc,4-a(' '� SIGNAT E TITLE - PUBLIC W RKS INSPECTOR J:\forms\diary OF•CA/IT /`�• ;.;y. °RCHA0* REPORT NO. PROJECT NO. DATE y//S//3 COT W Th F S S circle day PROJECT NAME 'SW ._ ,�/7 4x/sc., Shift hrs.IO ,,,, to $Ana Weather CONTRACTOR L 4 -T Temp. DAILY INSPECTION DIARY Location of Operation HOURS-ITEM NO. -her" lJr, GCi! f ra 4ve . EQUIPMENT AND/OR LABOR USED: REMARKS EQUP. ID# LABOR DESCRIPTION Description of operation c -ho( Tr{✓ ii, hc� u� c jr. f� /4: Di C.L 4 /V. //n -re& %lye., fe,W (W, .f- c;v,c- Ce,,+ € Dr.) ,q/ / sue) s 0.t�J C-4-•1 $i n q !'S p Lim/i O/i ��e yr t r a ( UC . 6_e_1 ' < -i G, ��c Gr Ceh- - L ' JaJ E. CO 6e%( _4✓c. I at VI SGt w G..fi-F ^� 5/.4A //— c-c., -F e r //c.y Pw. /h s <<,-74:,r SIGNATURE TITLE - PUBLIC WORKS INSPECTOR J:\forms\diary O ..v_1.76i:.. O L °RCHAO. REPORT NO. PROJECT NO. DATE MTW Tit FSS circle day PROJECT NAME Shift hrs. to Weather CONTRACTOR Temp. DAILY INSPECTION DIARY Location of Operation 1(OURS—ITEM NO. EQUIPMENT AND/OR LABOR USED: REMARKS EQUP. 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Sk.),-vYel- A l.- wKG . - &e,L lA k S1, -4.. rS - 5 l re-L..CI"' - yr\ s� ? *L-mss CGaIn - SAN JOSE WATER COMPANY-CAMPBELL DOWNTOWN WATER MAIN REPLACEMENT ENCROACHMENT PERMIT# r4%..1C.C Zal 3-doe) PERMIT CONDITIONS The following Permit Conditions augment and/or supersede those stated in the General Permit Conditions where applicable. Otherwise,General Permit Condition shall apply. IMPORTANT CITY OF CAMPBELL CONTACT INFORMATION: a. City Representative/Inspector: Syed Wahidi (408)866-2165—direct phone line b. Senior Civil Engineer/Project Manager: Fred Ho (408) 866-2156—direct phone line c. Main Line Public Works Department: (408)866-2150 d. Fax—Public Works Department: (408)376-0958 e. Campbell Police—Dispatch (408)866-2121 WORKING HOURS: (No traffic lanes may be restricted before or after working hours.) 1. 10:00 PM to 6:00 AM—Sunday evening through Friday morning,excluding Holidays 2. The work hours will be strictly enforced. 3. If there is a request for working outside regular working hours or on weekends, the Contractor/Permittee shall submit proposed days and hours of work to the City at least 10 working days prior to the work. Contractor/Permittee shall be required to pay for City Inspection services at the current overtime rate. 4. No work shall be permitted during the following dates and times: a. All weekends S11l - 5/tc b. After May 31st,2013 • c. Evening prior to and following Boogie in the Bayou. — 5. The City Engineer has full authority to implement the working hours and completely shut down the construction operations outside the hours of work specified. 6. The City reserves the right to change the working hours if traffic backups occur in the project area. This will be at the discretion of the City Representative. NOTIFICATIONS: 1. This,permit is only valid when the party to whom the permit has been issued obtains an identification number from Underground Service Alert (USA). Government Code §4210.1. No excavation may commence before such identification number is obtained. The City of Campbell will mark all City owned facilities except non-pressurized sanitary and storm sewers. Contractor/Permittee shall verify all existing locations of City of Campbell non-pressurized underground facilities. 2. The Contractor/Permittee shall notify the City Representative prior to working in the public right-of- way: a. 24 hours prior to the start of construction. b. 24 hours prior to resuming work after 1 or more working days off the jobsite. C:\Documents and Settings\fredh\Desktop\SJWC Downtown CIP Special Provisions.doc Pg 1 of 7 c. As soon as possible if rescheduling or cancelling work (after the 24-hour notice has been given). d. 24 hours prior to the completion of the last items of work, request "final inspection" (final surface restoration). 3. Work installed without notification maybe rejected. 4. Contractor/Permittee shall distribute all notices to all residents/tenants within the notification boundary. See attached for Notification Boundary Map. 5. Contractor/Permittee shall distribute advance public notices (First Notice), as approved by the City of Campbell, to all affected residents, tenants, and property owners 10 days prior to beginning of work. Contractor/Permittee shall ensure that all property owner notifications have been completed prior to construction. 6. Contractor/Permittee shall re-notify (with a Secondary Notice — door hanger is acceptable) the residents/occupants/tenants of adjacent properties 48-hours prior to the start of work. Construction shall be phased to cause the least impact to occupants/residents/tenants and/or businesses. Contractor/Permittee shall maintain property and driveway access at all times. Should the.Contractor/Permittee schedule change from the date shown on the Secondary Notice, Contractor/Permittee shall be required to re-notify adjacent affected property owners/residents/occupants/tenants prior to start of work. 7. Notify the City Representative at least 24-hours in advance of any routine detours or closures previously approved by the City. In the event of an emergency or urgent closure,the Contractor/Permittee shall call the main line of the Public Work Department and request to speak with the Project Manager/Public Works Inspector. 8. Copies of the First and Secondary•Notices shall be submitted to the City Public Works.Representative and shall also be given to the following authorities;. 'a. Santa Clara'Valley Transportation Agency_(408)321-7050;fax(408)955-9739 b. West Valley Collection and Recycling,LLC.—(408)283-8500;fax(408)283-8509 c. U.S.Postal Service.-(408)378-5780 ;fax(408)374-2777 d. City of Campbell Police Department—(408)866-2121;fax(408)379-7561 e. Santa Clara County Fire Department—(4.08)378-4010;fax(408)378-9342 9. Contractor/Permittee shall be responsible to obtain approval from other agencies (Caltrans, Santa Clara Valley Water District;VTA,etc.)as required. 10.Notify Santa Clara Valley Transportation Authority (VTA) 48-hours prior to construction at bus stops or other VTA facilities. Contacts are: Steve Newgren at (408) 952-4106 or Rodrigo Carrasco at (408) 321- 5973. 11.Contractor/Permittee shall coordinate their construction operation with West Valley Collection and Recycling company's trash &recycling pick-up days and times. In no way shall the Contractor/Permitee's construction operation disrupt trash&recycling pick-up. TRAFFIC CONTROL: 1. This permit is not valid until the City has reviewed and approved the complete traffic control plan. 2. The Traffic Control Plan and Construction Schedule shall be submitted to the City Representative to review 10 working days prior to beginning of construction. C:\Documents and Settings\fredh\Desktop\SJWC Downtown CIP Special Provisions.doc Pg 2 of 7 3. The Traffic Control Plan shall conform to the latest Caltrans Manual of Uniform Traffic Control Devices (MUTCD)for Construction and Maintenance Work Zones. All work shall be planned and carried out safely and with the least possible inconvenience to the public. 4. All traffic signals shall remain operational throughout the work. 5. Changeable message signs shall be posted at all approaches of any signalized traffic intersection impacted by the work. 6. If applicable,the Contractor/Permittee shall install"No Parking Anytime—Tow Away"signs on barricades in areas where the Contractor's work will require restricted parking. The City will provide the signs for the Contractor's use. To be enforceable,the signs must be posted not less than 48 hours prior to the start of the work at a maximum spacing of 60 feet. The signs must clearly show the date(s) and hours of the parking prohibition, as well as the date and time the signs were posted. The Contractor shall notify the Campbell Police Department directly after posting, and immediately upon removal of the said signs. During the morning of each scheduled work day,the Contractor shall be responsible for calling the City of Campbell's Police Dispatch to tow cars,if necessary. The Contractor/Permittee shall have available for the Community Services Officer (CSO) responding to the call photo documentation of the "No Stopping Anytime" signs being posted—if the signs were removed or vandalized the previous night. 7. Construction equipment shall be parked in a manner, which produces the least hindrance to the traveling public. 8. Equipment will not be allowed to park in the.City right-of-way after working hours. 9. Contractor/Permittee shall provide an arrow board for each lane reduction required on Campbell Avenue including the sawcutting operation. Not more than one traffic lane in the same direction shall be closed at the same time. 10.Maintain at least one lane, 12'minimum width, in each direction for vehicular use and 5' min. for bicycle use(therefore 17' total). 11. It is the Contractor/Permittee's responsibility to provide for safe&ADA compliant passage for pedestrians within the vicinity of the work area, 12.Maintain access to all open businesses at all times. SPECIAL REQUIREMENTS: 1. The work shall be done in accordance with the City of Campbell Standard Specifications and Details for Public Works Construction (GCSS) dated,July 1994,,other details incorporated by these permit conditions, and in accordance with the project plans. Attention is also directed to the MUTCD, the City of San Jose Standard Specifications (SJSS) and Standard Details (SJSD) dated July 1992, the State of California, Department of Transportation, Standard Specifications (SS) and Standard Plans (SSP) dated May 2006, portions of which are incorporated into the CCSS by reference. 2. Contractor/Permittee shall conform to the provisions in Section 5-1.05,"Orderof Work"of the SJSS and as stated by City staff at the pre-construction meeting. 3. Ten working days before the start of construction; the Contractor/Permittee shall arrange for and attend a preconstruction meeting with City staff. The Contractor/Permittee shall be prepared to discuss with the City his/her construction schedule. C:\Documents and Settings�fnedh\Desktop\SJWC Downtown CIP Special Provisions.doc Pg 3 of 7 At the preconst.lction meeting,the Contractor/Permittee shall also provide the number of crews committed to working on the project, and 24 hour contacts including the names and phone numbers of the following in case of an emergency: a. Local contact(ie.Project Manager), b. Onsite project superintendent/foreman in charge,and c. Contractor/Permittee information 4. Contractor/Permittee shall host a weekly field (construction)meeting with the City. The meetings shall be held at the same time and place each week and shall include all subcontractors working on the project, or scheduled to work on the project during the week of the meeting. Detailed schedules for the upcoming two weeks shall be discussed with and submitted to the City Representative and Project Manager for the City. 5. All work impacting services to City Hall Complex shall be completed no later than May 17th,2013. 6. Contractor shall protect City fiber optic and communication cables. Cutting/splicing of these facilities shall not be allowed. 7. The Contractor/Permittee shall maintain at:all times a minimum 3' wide/ADA compliant walkway around excavations in the sidewalk area. After working hours, the Contractor/Permittee shall backfill all excavations to create a safe walking surface. The use of plywood cover or trench plates shall not be allowed. 8. Bore pit(s), potholes, trenches, and all excavations within the traveled area shall be backfilled to accommodate vehicular traffic and pedestrian use after working, hours or when the excavation is left unattended. The use of plywood cover or trench plates shall not be allowed. 9. At the end of each work week, e.g. Friday morning, the Contractor/Permittee shall conduct a thorough jobsite inspection with the City's Representative to ensure the project site is safe and ready for the use of Farmer's Market and other activities planned for the Downtown area. 10.Locations of fire hydrants shall be marked in the field with the City's representative 72 hours prior to anticipated installation date. 11.Remove all meter housings, valve boxes, concrete pads, and/or foundations for all facilities to be abandoned, and replace all impacted improvements from the abandonment such as asphalt paving, curb & gutter, sidewalk, irrigation systems and/or landscaping within 24-hours of its disturbance. Work shall be coordinated with the City's Representative. 12.All proposed boxes shown on the plans shall be placed at the back of curb. 13. Contractor shall tie-out and submit record of traffic striping and pavement marking 5 working days prior to the work_ 14. Contractor shall protect tree roots. No cutting or pruning of tree roots shall be allowed within prior approval from a registered arborist. 15.Full-depth of pavement (AC or PCC) shall be sawcut prior to excavation (except within two feet of any USA markings indicating that facilities may be in the pavement section). 16. Sawcut through all PCC (curb, gutter, sidewalk, etc.) to be removed.. Remove to the nearest mechanical joint or score marks. Remove and replace complete squares and score new sidewalks to match existing. Remove and replace entire section of curb and gutter joint to joint, and not less than a 5' section. The remaining section of curb and. gutter shall not be less than 5 feet in length. When trenching within the sidewalk,remove and replace the panel of concrete to extend to the nearest next score mark. Concrete curb, C:\Documents and Settings\fredh\Desktop\SJWC Downtown CIP Special Provisions.doc Pg 4 of 7 gutter and sidewalk shall be constructed in accordance with the most recent City of Campbell Standard Specifications and Details. 17. Contractor/Permittee shall protect all utilities. Contractor shall locate utilities before excavating or boring. 18.Potholes and all trenches over 6" wide shall be backfilled and the surface restored in accordance with the CCSS. Contractor/Permittee shall sai.veut trench walls and potholes to the bottom of existing AC, and shall sawcut and replace existing AC at least 9-12"beyond the side of the trench walls. 19. Whenever excavation (trench wall) is 24" or less from of the lip of gutter, replace at least a 2" depth of existing AC between the excavation area and the lip of gutter. Remove existing AC by grinding to the lip of gutter. Whenever excavation is within 12"of the lip of gutter,remove and replace the entire depth of AC between the trench wall and the lip of gutter. 20. Trench restoration for trenches that run parallel with the street shall comply with the CCSS Detail 8 (revised May 2012). 21. Trench restoration for trenches that run perpendicular to the street shall comply with the CCSS Detail 7 (revised May 2012). 22.Directional Drilling or Boring—The Contractor/Permittee shall obtain approval from the City of Campbell before the start of ANY directional boring operation. If this method is utilized, all utility crossings in the proposed bore alignment shall be potholed and exposed to verify depth prior to commencing with the boring operation. Potholes shall then remain open until the bore has passed the exposed utility to verify that no damage has occurred. The locations for directional boring equipment shall be approved in advance by the City's Representative. All new conduits shall be installed as shown on the approved plans. Horizontal alignment of the new conduit shall be straight and no deviation of more.than 6"will be accepted unless revised permit drawings have been submitted and approved by the City. Contractor shall mark the approved horizontal alignment before beginning boring operations. Contractor shall mark the progress and depth of the bore at 20' intervals by applying a paint dot to the ground in the same color scheme as used for Underground Service Alert(USA). Deviations from the approved plans,shall be corrected immediately to get the bore back to the approved alignment and depth. 23. At locations where driveways, curb, gutter and/or sidewalk connect with existing improvements, steel dowels shall be installed. Dowels shall be 12" long. #4, grade 60, steel reinforcing bars or as indicated on the plans. Dowels shall be firmly epoxied into existing improvement with a six inch (6") embedment. Dowels shall be installed prior to placing new curb, gutter and/or sidewalk. 24. Concrete for driveway approaches and/or curb and gutter located in front of driveway approaches shall be high/early mix that will obtain a minimum strength of 3,500 psi within 48 hours to allow the opening of the driveways with two calendar days. 25. Construction/permittce shall accommodate and coordinate with the businesses that are open during the Contractor/permittee construction hours. 26. Contractor/Permittee agrees to maintain the facilities in an attractive and clean manner. Contractor/Permittee will remove graffiti immediately and within 48 hours of notification that the facilities have been tagged. C:\Documents and Settings\fredh\Desktop\SIWC Downtown CIP Special Provisions.doc Pg 5 of 7 27. The work site is to be maintained in a safe condition at all times. Attention is directed to Sections 7-1.08 and 7-1.09 of the City of Campbell Standard Specifications and Details regarding public safety, convenience,and responsibility for damage. 28. Should the Contractor/Permittee leave any site in such a manner requiring City forces to mobilize and mediate an unsafe situation, the City will bill the Contractor/Permittee for all costs associated with this work. 29. Construction equipment and/or materials SHALL NOT be parked, stored, or stockpiled in the public right- of-way except within designated work areas during regular work hours ONLY. It is the responsibility of the Contractor/Permittee to locate suitable storage and staging area, subject to City's review. 30.No storage of material/equipment or stockpiles shall remain after end of each work shift. 31. The Contractor/Permittee shall comply with all NPDES Guidelines. 32. No trees within the public right-of-way may be removed, trimmed, or root pruned without prior written authorization from the City of Campbell,Public Works Department. 33. If existing facilities including but not limited to communication, fiber optics, electrical,water, storm drain, sanitary sewer, etc.) are accidentally damaged or cut, immediately notify the City's Representative. The Contractor/Permittee shall employ the appropriate licensed contractor to immediately make the necessary repairs at no cost to the City. Temporary repairs to damaged facilities shall-be made immediately by the Contractor/Perrnittee. Final repairs by the Contractor/Permittee shall be made as soon as possible,but no later than 48 hours from the date of damage. 34.The Contractor/Permittee is obligated under this permit to maintain and repair all pavement and sidewalk sections in the City's right-of-way that is damaged due to the installation of the above described facilities. Repairs shall be made according to the most recent City of Campbell Standard Specifications and Details. Replace all improvements such as asphalt paving, curb, gutter, sidewalk, electrical, irrigations systems, or landscaping damaged in the performance of the work. When requested by the Contractor/Permittee, the Representative will inspect the site prior to starting work and confirm pre-existing conditions identified/marked by the Contractor within the immediate work area. Replacement of damaged electrical lines shall be done immediately and coordinated with the City's Representative. Permanent replacement of damaged improvements such as asphalt paving, curb, gutter sidewalk, irrigation systems and landscaping shall be coordinated with the City Representative. 35.Loop detectors that are damaged during construction shall be replaced with new ones. Splicing will not be acceptable. Contact City of Campbell Traffic Signal and Lighting Maintenance Division 72 hours prior to proposed cutting of traffic loop detectors. 36. The brick pavers, decorative concrete panels with exposed aggregate, and commemorative plaques located in the City Hall Quad Area shall be protected. Contractor/Permittee shall replace any damaged facilities in kind. 37.All decorative concrete panels with exposed aggregate located on sidewalk and in the parking lot shall be replaced in kind. 38. Contractor/Permittee shall install Type I Slurry Seal over the entire main line, lateral connections, and service lines trenches. 39. Access to side streets and private drives shall be maintained at all times. 40. The site shall be swept as needed to maintain clean roadways,a minimum of once a day. C:\Documents and Settings\fredh\Desktop\SJWC Downtown CIP Special Provisions.doc Pg 6 of 7 V 41. All edges of trenches shall be saw cut. Any broken pavement edges shall be squared up by saw cutting and repaved. 42.All permanent pavement markings shall be installed within seven(7)calendar days of final finish paving. 43.Any changes made to the plans shall be submitted to the City for review,comment and approval. 44. Contractor/Permittee shall provide the City of Campbell accurate record drawings showing all underground and aboveground facilities at the completion of the construction. Plans shall be accurately dimensioned, clearly showing the location,size,and shape of all existing and new/proposed facilities. 45.All USA markings associated with this permit shall be removed by Contractor/Permittee as soon as trench backfill restoration is completed. 46.All contractors working under the permit shall have a valid City of Campbell business license. 47. This permit is NOT VALID for any excavation that will be solely for the use of other utility companies (AT&T, Comcast, etc.). Other utility companies must obtain a separate utility excavation/encroachment permit for the installation (and removal) of their facilities beyond the limits of the joint (occupied) trench associated with this permit. 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