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HomeMy WebLinkAboutENC2014-00099 t •- - CITY OF CAMPBELL ENCROACHMENT PERMIT Permit No ` a(PA 0©099 DEPT.OF PUBLIC WORKS (for working within the public X-Ref.File 70 North First Street right-of-way) Application Date S \3 \y Campbell,CA 95008 Issued 5.-- I '. I it Application Expiration Date \\- \3-11-} Ph. (408)866-2150 APN C9-1 d C) 3 Fx. (408)376-0958 / IS Permit Expiration Date APPLICATION-Application is hereby made for a Public Works Permit in accordance with Campbell Municipal Code,Section 11.04. (Application expires in six (6) months if the permit is not issued. Application Fee is non-refundable.) A. Work Address or Tract No.: F337 to S334 E HAMILTON Av,Campbell,CA (MH 73-224 to SB 73-230 Utility Trench Location: F 337 E HAMILTON Av to S 340-344 E HAMILTON Av B. Nature of Work Bore 94'south E HAMILTON Av,120'east along E HAMILTON Av and 26'south on N Central to SB 73-23 l 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: ATT/Art Castillo Telephone: 408-635-8812 Address: 870 N McCarthy Blvd,Milpitas,Ca E-Mail Address: ac1634@att.com 24-HOUR EMERGENCY PHONE NUMBER: 408-868-3319 Is this work being done by the property owners at their own residence? r YES r NO The Applicant/Permittee hereby agrees by affixing their signature to this permit to hold the City of Campbell,its officers,agents,and employees free,safe and harmless from any claim or demand for damages resulting from the work covered by this permit. The Applicant/Permittee hereby acknowledges that they have read and understand both the front and back of this permit,and they will inform their contractor(s) of the information. Applicant is advised tha on issuance of this permit, property owner, or property owner's successors, shall be responsible for any and all damages arising. t the co io ny private improvements in the public right-of-way. Accepted: - /(7 ✓// y (Applicant Permittee) (sign) Date (Contractor) (Print Name) Date SPECIAL PROVISIONS: 1. Street shall not be open cut for underground installations. Minimum cuts may be allowed for connections or exploration holes. Such cuts may be specifically approved by the Inspector prior to cutting. 2. Pavement may be cut for underground installations and must be restored in accordance with the Standard Details Trench Restoration Method "A",unless otherwise approved by the Engineer. 3. Work to be staked by a licensed Land Surveyor or Civil Engineer and two(2)copies of the cut sheets sent to the Public Works Department before starting work. 4. Per Section 4216 of the Government Code this permit is not valid for excavations until Underground Service Alert(USA)has been notified and the inquiry identification number has been entered hereon. USA Phone: 1-800-227-2600. USA TICKET NO. 5. Prior to any work,the property owner shall execute an Agreement for Private Improvements in the Public Right-of-Way,which shall be recorded. / 6. Public Notifi • n R uirements: 1/ 7. NE C c • Ei-L It O VfA f tr'i A-"E M — 3 PM tC-Ss T2-i=NC(-I L"- L-s 6 N M I LT'N SEE PUBLIC WORKS FEE SCHEDULE FOR CURRENT FEES AMOUNT PERMIT APPLICATION FEE $ 37 7 �` • PLAN CHECK DEPOSIT $ SECURITY FOR FAITHFUL PERFORMANCE/LABOR&MATERIALS $ CONSTRUCTION CASH DEPOSIT $ PLAN CHECK&INSPECTION FEE $ t 3 7'50 �C EMERGENCY PERMIT FEE $ APPROVED FOR ISSUANCE For City Engineer Date Permit Expires 12 Months After Date of Issuance 21'3 I.1 CcNC>U\-f x *2 'f' = t 62,7.Sc GENERAL PERMIT CONDITIONS I. A Construction Cash Deposit is required.Charges will be made against this deposit if there is an emergency call-out,overtime inspection or when City ordered barricading is required.Any such costs in excess of the deposit will be billed to the Permittee. 2. A one-year maintenance period and surety are required. Such period will begin on date of written acceptance by the City. 3. Refund or the cash deposit balance and refund or cancellation of the Faithful Performance Surety will be initiated by the written acceptance of the work by the City. 4. Submit project schedule 10(ten)days prior to proposed start of work.Special provisions may be required for work within City facilities and downtown Campbell. 5. The Permittee must request in writing a final inspection and acceptance of the work upon completion. Acceptance by the City will be made in writing to the Permittee. 6. Maintain safe pedestrian and vehicular crossings and free access to private driveways,bus stops,fire hydrants,and water valves. 7. A Construction Traffic Control Plan and a Construction Schedule are required for all lane closures,detours,and street closures. This plan must be reviewed and approved prior to any lane closures. 8. A Construction Traffic Control Plan shall conform to the Caltrans Manual of Traffic Controls for Construction and Maintenance Work Zones,dated 1990,available at Caltrans.Traffic control equipment shall include Type II flashing arrow signs if required. 9. Replace as directed by the City Engineer any damaged or removed improvements in accordance with City Standards and Specifications at the sole expense of the Permittee. 10. Sawcut for all PCC or AC removals.All PCC removals shall be to the nearest scoremark and shall be doweled to existing improvements. 11. Prior approval of inspector is required for any work done after normal working hours,on weekends or holidays and may require reimbursement of inspection costs at the current overtime rate. 12. Adequate signing and barricading is required on the job site. Failure to provide such signing and barricading may result in the City's providing signing and barricades and charging the cost(including all labor and materials)against the cash deposit 13. Compaction testing of subgrade,base rock,and asphalt concrete by Permittee is required unless otherwise stated by the City Engineer. 14. The Contractor or Permittee will have a supervisory representative available for contact on the project at all times during construction.Contractor or Permittee shall provide a phone number at which they can be contacted outside the hours of 8:00 a.m.to 4:00 p.m. 15. No storage of materials or equipment will be allowed near the edge of pavement,the traveled way,or within the shoulderline which would create a hazardous condition to the public. 16. This permit shall not be construed as authorization for excavation and grading on private property adjacent to the work or any other work for which a separate permit may be required,nor does it relieve the Permittee of any obligation to obtain any other permit required by law. 17. This permit does not release the Permittee from any liabilities contained in other agreements or contracts with the City and any other public agency. 18. This permit is not transferable.Work must be performed by the Permittee or his designated agent or contractor as specified thereon. 19. Call back(call out)due to emeregencies regarding this permit shall be at the current overtime rate with a three(3)hour minimum charge per occurrence. 20. Pursuant to Chapter 14.02 of the Campbell Municipal Code,applicant shall not cause to be discharged any material into the municipal storm drain system other than storm water.Applicant shall adhere to the BEST MANAGEMENT PRACTICES established by the Santa Clara Valley Urban Runoff Pollution Prevention Program. 21. If the public interest requires a modification of,or a departure from the plans and specifications,the City shall have the authority to require or approve any modification or departure and to specify the manner in which the same is to be made for City-owned or maintained facilities. 22. Permitttee must provide advance notification to all parties that may be affected by the permit activities. Notification shall be reviewed by the City prior to distribution and include dates of work and a contact name and phone number. Applicant .II be responsi. •for sur' g tha all those providing services under the applicant are aware and understand all of the above conditions. 6A//y Applicant Date: Contractor (Print Name) Date: J:\FORMS\Templates\Encroachment Permits\Encroachment Permit STATIC form2.pdf Rev.02114 ISSUE DATE at&t ' _ 1 4/14 .- a • . 4. — PLACE 1-4" CONDUIT - EKING NUR I H AI PROJECT LOCATION LOOKING SOUTH AT PROJECT LOCATION L.HAMILTON AVE./N. CENTRAL AVE. E. HAMILTON AVE./N. CENTRAL AVE. E HAMILTON AVE./N. CENTRAL AVE. CAMPBE�LJ,L�, CA��, LAYOUT PLAN NOTES S� G� 1. CUT AND REMOVE ASPHALT �'` lill ' l FROM BORE PIT D-BORE TO PLACE NEW CONDUITS. ON'‘ GO Ci,� C 2 G- _IMF ; 2. RESTORE AFFECTED ASPHALT TO ORIGINAL OR ` �^►� s ti� I : I s : ! tr r It, I .'''.. t.` BETTER CONDITION. V l� +till ffi + °s "�° + 3. EXISTING UTILITIES ARE SHOWN IN APPROXIMATE LOCATIONS ONLY. R } ��"�' +it BM INV ,_ " 4 `\\�•. NOT ALL EY!STING UTILITIES ARE SHOWN ON THIS PLAN. P G` y RLpWON,„ r • s ' m I in r w9 a 4. CONTRACTOR SHALL VERIFY EXACT LOCATION AND ELEVATION OF e\se *INK ;k k \ these �';"n r AFL Network „Is,' f....:.,.., ., 1,0 t....is s 1'. ALL EXISTING UTILITIES IN AREA OF WORK PRIOR TO CONSTRUCTION. have _net t ` CALL UNDERGROUND SERVICE ALERT (USA, 1-800-227-2600) AND \1\10 \(S� mos x;09 ` Services * '$•,0 4.,0 0i. .1 s i ffi ffi*IM* 14 gi ' .f.. �� -Y d •.`' ALL OTHER UTILITY COMPANIES AT LEAST 2 WORKING DAYS (BUT Co"�ec��b s'te du THIS roe wns ENcwE ku�eu NOT MORE THAN 14 CALENDAR DAYS) PRIOR TO CONSTRUCTION. a,�oG t ° ENGINEERED AND DRAWN BY DAVID E 8. rIL ffi. I8...-- L.d i . 5. CONTRACTOR SHALL USE HAND TOOLS AND EXTREME CARE WHEW(' o^ GARCIA OF AFL TELECOMMUNICATION SERVICES, , INC.UNDER CONTRACT WITH AT&T.FOR QUESTIONS WORKING IN CLOSE PROXIMITY TO EXISTING UTILITIES. AND ASSISTANCE ON THIS JOB PLEASE CALL » y .mac c .- ��. . ? ENGINEER AS NOTED IN THE TITLE BOX. iy., 3 Y R.- d . ... X `.-- I '.+. r.:.. s nt s •.. . ..w. a DATE v+ IN `" * gO t it l i ° ,s w xi f CONST ARC COMP i s s N278 r GEO/C❑ -_, w hail #* ,,,. ,,. .� INDEX 1. . .. +•'•,� 0 ,.�.. '. foot ,. 1 ` q' EXCHANGE ' SNJSCA12 s �• �,_ : P`�" - c• 1 COVER ENGINEER ART CASTILLO _ 2 LAYOUT PLAN TELEPHONE (408) 635-8812 9 3 BORE PIT AND D-BORE DETAILS ENGR ARC VOKDJW550 4 TRAFFIC CONTROL PLAN-1 TYPE OF CONSTRUCTION PROJECT PERMIT >CALE: NONE LOCATION DETAIL T.M.853-E4 RO/EST NO 9548734 DWG 1 OF 4 P 504 -- g; ISSUE DATE at&t 1 4/1 4 S J W 337 o 76 GAS STATION n v) -)1 ts,, o E T MH 71224E T E ALK E f _ E E SIDEWALK , T FOC Kj - E HAMILTON AV G - - - - - - - - - G<-10 COJ a <-, - - - - - - MEDIAN ) s 1 ( MEDIAN 1 1 ‘—> I (SEE DWG 3 DETAIL) , 1 _ _ DIR-BOR FROM MH TO SB - - - - - - 0O L _i...> / , PL (I\1) 240'± 1 - '' PC FOR TELCP L ti7 SD S _ SE FOC . Tow T T 1 T a T — T - 4' X 4' BAR E JALK.-) 4 ---• E 4' X 4' BORE 1T #2 E ALK E . IN 370 BUILD G 340-344 1 El ROTTEN ROBBIE GAS SB 73-230 Q C U) STREETLIGHT -LOG- LIP OF GUTTER Y V. IJ) Y DATE FIRE HYDRANT S SEWER/STORM DRAIN J € _ —I C0NST ARC COMP —C/L—CENTER LINE GA U 1 rvir© �` Q a Q N 47 6 ❑O CITY MONUMENT E ELECTRICAL -�JJ J �J I"�sr GE❑/C❑ ® JOINT UTILITY POLE —TEL— TELEPHONE OTHER UTILITIES THAT ARE NOT I-LiQ C I Q EXCHANGE S NJ SCA14 MH MANHOLE —X—X—X— FENCELINE SHOWN MAY EXIST IN WORK AREA- - P/L (/) (n .4"'' ENGINEER A. CASTILLO -UT SIGN LOCATION&DEPTH OF EXISTINGOi -W- WATER SUBSTRUCTURE NOT GUARANTEED TELEPHONE I4O8) 635- CALL USA 8812 • BOLLARD STORM DRAIN BUSH A TOLL FREE C� ENGR ARC VOKDJ:53: � SAI CABINET (3 TREE><I TYPE OF CONSTRUCTION BOW BACK OF SIDEWALK 48 HRS PRIOR TO DIGGING O 20' 1" 2 PROJECT PERMIT CPC TYPE C-40 PLASTIC CONDUIT FOR ALL SUBSTRUCTURE , , , FOC FACE OF CURB LOCATIONS 1 0_ ! 4-0 1 0 9548734 SW SIDEWALK 800-227-2600 or 811 � ' �� 1"=20' 20' 40' DWG N❑ DWG 2 OF 4 P 504 -- `, ISSUE DATE at$tt 1 4/14 IF 18" OR LESS, EXTEND PAVEMENT REPLACEMENT TO LIP OF GUTTER 2" MIN. THICK A.C. EXIST. CURB AND GUTTER SAW CUT (1/2" MEDIIUM) OR GRIND\.,,,,,, EXIST. STREET A.C. AND BASE SECTION \W 6'' Z _ CONTROLLED DENSITY FILL ,---1 10" MIN. DEEP LIFT A.C. (SEE TABLE BELOW) M 3/4" COARSE A.C. IN 5" LIFTS TRACE WIRE SAND BACKFILL 4"=MAX CONTROLLED DENSITY FILL 95% RELATIVE COMPACTION Material Abs Vol. Cement (1.25 Sacks) 0.06 1-4" CONDUITS Flyash 0.64 CONDUITS UNLESS Water 6.41 OTHERWISE NOTED Sand 19.35 27.00 BORE PIT/POT HOLE PATCH DETAIL N.T.S. EXIST. GROUND- '&% �A�%/-!W/,//'<' NEW 2-4" CONDUITS EXIST. UTILITY 0..-- DATE CONST ARC COMP GEO/C❑ N278 EXIST. UTILITY EXCHANGE SNJSCA12 12" MIN. CLEAR (MT) FOR BORE OR TRENCHING ENGINEER ART CASTILL0 12" MIN. CLEAR (TYP) FOR BORE OR TRENCHING TELEPHONE (408) 635-8812 ENGR ARC V0KDJW550 TYPICAL CONDUIT C O S S I \G TYPE OF CONSTRUCTION PROJECT PERMIT RO/EST NO 9548734 DWG 3 OF 4 P 504 -- ISSUE DATE CENTER NO. •F LANES � at�� _ OR 1 4/14 LEFT ` ROAD / I I LANE END WORK aI1 LANE AHEAD CLOSED ; CLOSED ROAD WORK AHEAD ' W20-1 SIGN T G20-2 W20-1 C20 W4-2 C30 -J 3 -J 3 w 337 co 0 76 GAS STATION IUFnIgIv Q BIKE LANE MH 73-224• SIDEWALK .-.).---- ..:\I 0 :1---\%---: SIDEWALK FOC FOC — — — — — i n If E HAMILTON AV [7.1 - _ _ _ SPEED - - - - - - - - - - - - • -• r • -• -• r •-• • • • IiLIMIT •BII L�N BIK Ia• • • f • •� !• ��•�j • • • • • • • •� �� - _ I ,35 - - -ENO PARKING _ _ BIKE LANE • Fa it,/9�f�Y - - - - - - BIKE LANE- - - M 7 7 SIDEWALKliii:N\NN\ 0 7"----1- SIDEWALK z z Q o (., Q..z. ur z C7) ; Z BUILDING 370 0 I I� `) P. In 340-344 ROTTEN ROBBIE GAS CP nnn N 0 N 0 Q 0 J 0 L." I� 3 v SB 73-Q30 Q 0 250' n I — 250' �__�_ 250' �__ L Q CV 3 0 N N n � LEGEND 1=1 TYPE III BARRICADE W/SIGN ?--( TYPE II BARRICADE W/O SIGN • CHANNELIZING DEVICE GENERAL TRAFFIC CONTROL NOTES T TRAFFIC CONE WITH CLIP ON SIGN DATE W SIGN CONST ARC COMP TRAFFIC SHALL CONFORM TO THE CALIFORNIA MANUAL ON UNIFORM N 27 p 0 TRAFFIC CONTROL DEVICES(MUTCO)AND 20W CALTRANS STANDARDS. _ TABLE A _ O SIGNALIZED INTERSECTION GEO/C❑ NO LANE CLOSURES PERMITTED BEFORE 9:30A AND AFTER 3:30P. MINIMUM RECOMMENDED DELINEATOR/CONE vp ARROW PANEL(FLASHING ARROW)(WHERE REQUIRED) 1 W20-1 SIGN EXCHANGE SNJSCA1 2 ACCESS TO DRIVEWAYS SHALL BE MAINTAINED AT ALL TIMES. &SIGN PLACEMENT • HIGH LEVEL WARNING DEVICE(FLAGTREE)(OPTIONAL) ENGINEER ART CASTI LLO POSTED SPEED TAPER LENGTH L DELINEATOR SPACING ADVANCE TAPER SPACFLAGGER TELEPHONE (408) 635-8812 ONE LANE OF TRAFFIC IN EACH DIRECTION AND ALL HIGH VOLUME LIMIT TAPER TANGENT &BETWEEN SIGNS VO K DJ W 550 TURNING LANES SHALL BE MAINTAINED AT ALL TIMES ON ALL STREETS TANS TOW AWAY NO STOPPING-TO-(SHOW HOURS) ENGR ARC AT A MINIMUM LANE WIDTH OF 10 FEET. (Km/h) 9W (m) (m) (m) OS 25 MPH (40) 125 FT. (40) 25 FT. (8) 50 FT. (15) 100 FT. (45) TANSAT TOW AWAY NO STOPPING ANY TIME ANY CONFLICTING SIGNS,STRIPING AND PAVEMENT MARKINGS SHALL BE 30 MPH (45) 180 FT. (55) 30 FT. (9) 60 FT. (18) 250 FT. (60) % �' (73 TYPE OF CONSTRUCTION REMOVED OR COVERED BEFORE TRAFFIC CONTROL IS IN PLACE.ANY WORK ZONE(ACTIVITY AREA)LIMITS SIGN,STRIPING OR PAVEMENT MARKING REMOVED OR COVERED SHALL 35 MPH (50) 245 FT. (75) 35 FT. (11) 70 FT. (21) 250 FT. (75) PROJECT PERMIT BE REPLACED WHEN TRAFFIC CONTROL IS NO LONGER NECESSARY. 40 MPH (60) 320 FT. (100) 40 FT. (12) 80 FT. (24) 250 FT. (105) -� DIRECTION OF TRAFFIC(NOT PAVEMENT MARKING) •45 MPH (70) 540 FT. (165) 45 FT. (14) 90 FT. (27) 350 FT. (170) RO/EST NO 9548734 SAFE PEDESTRIAN ACCESS SHALL BE MAINTAINED AT ALL TIMES. •50 MPH (80) 600 FT. (185) 50 FT. (15) 100 FT. (30) 350 FT. (185) O ROADWAY DESIGNATION(A THROUGH D) SCALE: NONE DWG 4 OF 4 P 504 -- •55.-MPH (85) 1000 FT. (305) 50 FT. (15) 100 FT. (30) 1000 FT. (305)