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HomeMy WebLinkAboutENC2014-00079 V Print Form CITY OF CAMPBELL ENCROACHMENT PERMIT Permit No C Doi lk--- 0j O—1 cc DEPT.OF PUBLIC WCASE Cr� (for working within the public X-Ref.File 70 North First Street x1014 right-of-way)) Application Date '-t-7\y 0Campbell,CA 95008 0 L Issued 4/3/ lit Application Expiration Date Ph. (408)866-2150 APN `.7j CA()ct I Fx. (408)376-0958 pdR►iCitratiot� /-t 3 �1'B wcrkS Oration Expiration Date /I5 APPLICATION-Applica. 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.: F/O 1930,1850,and 1875 S Bascom Av,Campbell,CA Utility Trench Location: plan permit 1: sidewalk; plan permit 2: street B. Nature of Work: Remove and replace(4)4'x 4'sections;repair conduits;restore areas to original concbion 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: ac164@att.com 24-HOUR EMERGENCY PHONE NUMBER: 408-868-3319 Is this work being done by the property owners at their own residence? E YES 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 and stand both t ont and back of this permit,and they will inform their contractor(s) of the information. Applicant is advised that upon issua e this , p perty owner, or property owner's successors, shall be responsible for any and damages ari • out of the condition of any''pr' ate pr em sin t e public right-of-way. Accepted: `' 1 (Lw lif/ //7/ (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 Notification Requirements: 7. SEE PUBLIC WORKS FEE SCHEDULE FOR CURRENT FEES AMOUNT RECEIPT NO. PERMIT APPLICATION FEE $ 377 0 PLAN CHECK DEPOSIT $ SECURITY FOR FAITHFUL PERFORMANCE/LABOR&MATERIALS $ CONSTRUCTION CASH DEPOSIT $ PLAN CHECK&INSPECTION FEE $ "377 EMERGENCY PERMIT FEE $ APPROVED FOR ISSUANCE "-T/311 if For City Engineer Date Permit Expires 12 Months After Date of Issuance 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 Caftans 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 Citys 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 bad((call out)due to emeregendes 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 Gty 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. 72. 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 steal r ible for ensuring that all those providing services under the applicant are aware and understand all of the above conditions. ,/3 ,47/ Applicant / pp Date. Contractor (Print Name) Date: J:\FORMS\Templates\Encroachment Permits\Encroachment Permit STATIC forrn2.pdf Rev.02/14 ISSUE DATE at&t 1 2/14 „.,,,,„,,r,,, , '-',:,;/. ' _ ? - 1,t- -'' , weneactnt;Ww: ',., 11 e,„„„apsinc.......m, 1 _ ,:-.— ' - - iirk:-r At Z s a . Z CL Z `fin i Z Y+°" � as ' . -v : d' . . y. ZI i.Se./ -.1"---47f hif.'1=0;':Itt,A1,,,, ve.',.--w-- ,.'*111: l'f,-..,,AP44:.1-4.: Z:T.,iik.- ''*-. 1.1J O ,:t;:e., '--..,.;?- -1ty,t'm--yitt-'.," ,-- i,t,,,;-,--,--,-..-3e;_z_w-4.?,,t„tig",_,-..,„ ,,;,1,:,, ,. Ct LOOKING SOUTH AT DIG UP #2 LOCATION LOOKING NORTH AT DIG UP #1 LOCATION V S. BASCOM AVE. S. BASCOM AVE. S. BASCOFAVE. d SAN JOSE, CA .w..,1Ga - , CONSTRUCTION NOTE S aak a v - �r n,e r Cr 1 . PERMIT TO EXCAVATE ASPHALTS ..,n„ • Wm:i`4 TO REPAIR DAMAGED CONDUIT. PLAN PERMIT 1 —LOC s A r 2. RESTORE AFFECTED ROAD WORK AREAA Fu' r AFLkure Business rry Network Se y a �_" THIS JOB WAS ENGINEERED AND DRAWN BY DAVID fTf 4 di GMT taw MI TO ORIGINAL OR BETTER CONDITION. GARCIA OF AFL TELECOMMUNICATION SERVICES, .D U CONTRACT IW ITH AT&T F QUTIONS k st & .I or....r ENGINEER INC NDER AS NOTED IN TSHE TIT ET&T BOX OR CALES r i+ .-.... :" • lt:n°., p a, ":... DATE r CONST ARC COMP 0 INDEX Lc .:� r .. EXCHANGE SNJSCA14 1. COVER ENGINEER HERMAN DOMINGO WM i A uea Tito 414.44244 { , �� TELEPHONE (925) 867-4239 UV**We "H. �.', , 2. LAYOUT PLAN DIG UP #1 & #2 ENGR ARC VOKDJSE20 3. TRAFFIC CONTROL PLAN TYPE OF CONSTRUCTION PROJECT PERMIT LOCATION DETAIL T. M. 853-G5 SCALE: NONE RO/EST NO 9254971 DWG 1 OF 3 P 504 -- 1 a l&l ISSUE DATE - 1 2/14 y z .1.>1/4D 7� (oe '' '! 4-of', - R �i.t� . �, 1 • t I k. _ .. ' i 's" s� v A -i ce k III,(1: I 4,1::;:j1:111:#,; ,4: /.(). �� 1� 1• l J { . ,t'_ .w ,, . C) 43. 0 * , 4? ,,tsb 4 Q� •o QJ 4. a'` J41/4 `V �� OO'� `oo r� LOOKING NORTH AT DIG UP #2 LOCATION LOOKING NORTH EAST AT DIG UP #1 LOCATION Q'4 k,9 S. BASCOM AVE. S. BASCOM AVE. NI "%7 S. BASCOM AVE. SAN JOSE, CA 4 ry CONSTRUCTION NOTES w.,„r,`" 1 . PERMIT TO EXCAVATE ASPHALTS X, . . gi�1.eTO REPAIR DAMAGED CONDUIT. PLAN PERMIT 2-LOC k. 1_ M 1; r AFL Network ,i: ''(~ 2. RESTORE AFFECTED ROAD WORK AREA Services .Iw. TO ORIGINAL OR BETTER CONDITION. THISJAOFAFLTELEEEREDANDDRAWNBYDAVIDGARCIA OF AFLTELECOMMUNICATIONSERVICES,//,:''''''''''',:','Ii'l,, INC.UNSDIESRTACNONETRANCTT HIWSITHOABT&TE FORQUESTIONS A•, ENGINEER AS NOTED IN THE TITLE OXCALLtr• G «+ .» DATE Ad... ® ®Y. CONST ARC COMP INDEX GE❑/C❑ N276 7 +wt qe„ y�,�,, EC,, „ A'' EXCHANGE SNJSCA14 •I ENGINEER HERMAN DOMINGO ,,,, f r 1. COVER TELEPHONE (925) 867-4239 "•' ( 2, LAYOUT PLAN DIG UP #1 & #2 I ENGR ARC VOKDJSE20 3. TRAFFIC CONTROL PLAN TYPE OF CONSTRUCTION LOCATION DETAIL T. M. 853-G5 SCALE: NONE PROJECT PERMIT RO/EST NO 9254971 DWG 1 OF 3 P 504 -- BUILDING } ISSUE DATE 1930 WIENERSCHNITZEL O a stt 1 2/14 1850 SIDEWALK SIDEWALK E E E T E WDEWALK T E T T LANDSCAPE E DRIVEWAY LANDSCAPE DRIVEWAY F0C C N FCC f - - - WS - - - -M FS - - - -M FS - - - - MFS-- - - - MF- - - - -A.GJ ,f , o. w w w w & w FCC w F0C )F0C F0C (< 8*°' 4.'c .1 MEDIAN ....77 E3 A g© 0 _ 11 A W O (p, .16 ce octir O co O i / C - MEDI G� I - _ _ - SS - - - SS- _ - - SS - - - - SS - - - -SS - P SS - - - _ DIG UP #1/#2: REMOVE AND DIG UP #2 230e0 SB 37 o REPLACE 4'x4' OF ASPHALT co REPAIR DAMAGED CONDUIT T T T— T T T SD SD SD SD SD NI SD ' • SIDEWALK _ BIKE LANE F0C — E E E SIGN E ......... (*.°-- .s'�zrt E a 1 a DRIVEWAY DRIVEWAY SIDEWALK DIG UP #1 320' TO MH 33 - E STOP E E E E E --1 STOP LANDSCAPE PLAN PERMIT 2-LOC 0-0 STREETLIGHT -LOG- LIP OF GUTTER DATE 'Q' FIRE HYDRANT S SEWER/STORM DRAIN C❑NST ARC C❑MP -C/L-CENTER LINE CAUTION N276 O CITY MONUMENT E ELECTRICAL CAUTION' J GE❑/C❑ 0 JOINT UTILITY POLE -TEL- TELEPHONE OTHER UTILITIES THAT ARE NOT EXCHANGE S NJ SCA 14 -X-X-X- FENCELINE SHOWN MAY EXIST IN WORK AREA. MH MANHOLE ENGINEER HERMAN DOMINGO -0- SIGN - WATER LOCATION&DEPTH OF EXISTING (925) 867-4239 W- WATER SUBSTRUCTURE NOT GUARANTEED. TELEPH❑NE • BOLLARD , 1171 STORM DRAIN BUSH + ENGR ARC V0KDJSE20 usA4>11SAI CABINET a TREE CALL TOLL FREE a l TYPE OF CONSTRUCTION BOW BACK OF SIDEWALK 48 HRS PRIOR TO DIGGING PROJECT PERMIT CPC TYPE C-40 PLASTIC CONDUIT FOR ALL SUBSTRUCTURE 20 1" 2" FOC FACE OF CURB LOCATIONS i R0/EST NO 9254971 SW SIDEWALK 800-227-2600 or 811 1"=20' 20' 40' DWG 2 OF 3 P 504 -- O ISSUE DATE CENTER NO. F LANES a l&l OR 1 2/14 LEFT A r WIENERSCHNITZEL ROAD WORK IGH LANE END BUILDING 1850 AHEAD CLOSED ' ROAD WORK 1930 AHD, G20-2 W20-1 C20 W4-2 TACO BRAVO 1840 SIDEWALK SIDEWALK SIDEWALK SIDEWALK O e DRIVEWAIRO Y DRIVEWAY l DRIVEWAY I I ---0BIKE LANE NO PARKING BIKE LANE a a — — — — — — — — — — — — — — — — — — — — — — — a - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - a AO NO MEDIAN ) FDIAN cP 11 ci I on, (:DC11)-\.v MEDIAN - - - - - - - - - - - - BIKE LANE SPEED - - - - - - - - - - - - - - - - - • -• • -• • - - - LIMR • • �� • viii // • • - - - — — — 35 �' I • (-- ••• • • • • • • • • • • • • ••---s\ (-- BIKE LANE � • �10 �'AF�CIN� DRIVEWAY DRIVEWAY z SIDEWALK ; SIDEWALK o Q. STOP = p 0 N e �, N N O (V 3 0 Csl U O L.Mil 250' �_ 250' �_ 250' �� TAPER LENGTHG04 tt SEE TABLE 'A' ^J TRADER R JOE'S LEGEND �`t 1 875 H TYPE III BARRICADE W/SIGN )-( TYPE II BARRICADE W/O SIGN G e � �� PLAN PERMIT 2-LOC GENERAL TRAFFIC CONTROL NOTES • CHANNELIZINGDEVICE O� �� `Q• 6 DATE T TRAFFIC CONE WITH CLIP ON SIGN `N �O CONST ARC COMP TRAFFIC SHALL CONFORM TO THE CALIFORNIA MANUAL ON UNIFORM T SIGN ;� N 2 7 6 TRAFFIC CONTROL DEVICES(MUTCD)AND 2010 CALTRANS STANDARDS. TABLE A _ [� GED/CO O SIGNALIZED INTERSECTION O �/ e` EXCHANGE SNJSCA14 NO LANE CLOSURES PERMITTED BEFORE 9:30A AND AFTER 3:30P. MINIMUM RECOMMENDED DELINEATOR/CONE kica ARROW PANEL(FLASHING ARROW)(WHERE REQUIRED) /�e� � �� HERMAN DOMINGO &SIGN PLACEMENT v AJ .� L`J J ENGINEER ACCESS TO DRIVEWAYS SHALL BE MAINTAINED AT ALL TIMES. * HIGH LEVEL WARNING DEVICE(FLAGTREE)(OPTIONAL) • (� a TELEPHONE (925) 867-4239 POSTED SPEED TAPER LENGTH L DELINEATOR SPACING SIGN SPACING Sr IT fp ONE LANE OF TRAFFIC IN EACH DIRECTION AND ALL HIGH VOLUME ADVANCE TAPER FLAGGER Q LIMB TAPER TANGENT gBETWEENSIGNS r `_ VOKDJSE20 TURNING LANES SHALL BE MAINTAINED AT ALL TIMES ON ALL STREETS AT A MINIMUM LANE WIDTH OF 10 FEET. (Km/h) (m) (m) (m) (m) TANS TOW AWAY NO STOPPING_TO_(SHOW HOURS) /'�� O� ` ��� ENGR ARC 25 MPH (40) 125 FT. (40) 25 FT. (8) 50 FT. (15) 100 FT. (45) TANSAT TOW AWAY NO STOPPING ANY TIME (�v` V ANY CONFLICTING SIGNS,STRIPING AND PAVEMENT MARKINGS SHALL BE `� TYPE OF CONSTRUCTION 30 MPH (45) 180 FT. (55) 30 FT. (9) 60 FT. (18) 250 FT. (60) PROJECT PERMIT REMOVED OR COVERED BEFORE TRAFFIC CONTROL IS IN PLACE.ANY -- o• SIGN,STRIPING OR PAVEMENT MARKING REMOVED OR COVERED SHALL 35 MPH (50) 245 FT. (75) 35 FT. (11) 70 FT. (21) 250 FT. (75) �j///A WORK ZONE(ACTIVITY AREA)LIMITS . 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) ` ` RD/EST NO 9254971 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 •55'MPH (85) 1000 FT. (305) 50 FT. (15) 100 FT. (30) 1000 FT. (305) YYY DWG 3 OF 3 P 504 ISSUE DATE at&t 1 2/14 BUILDING WIENERSCHNITZEL 1850 1930 TACO BRAVO 1° 1840 a DIG UP #2 98' TO SB 63-364 FOR CONS 'RUCTION• o i n APPROVE FOR Campbell IN City of C P eNt o ' DIG UP #2: REMOVE AND Permit No. REPLACE 4'x4' OF CONCRETE lic Works P have , Plans -u-if SIDEWALK REPAIR DAMAGED CONDAUIT Pub Contractor m 01, atAd elO1" SB 63-364 __ E _ _ 1 1 E SB 37 E� E I T O SIDEWALK T T LANDSCAPE a .} DRIVEWAY - LANDSCAPE DRIVEWAY - - d, SIDEWALK DRIVEWAY d- c,rc_.a „ FCC FOC DIG UP #1; ROVE AND BIKE LANE REPLACE 4'x4' OF CONCRETE DIG UP #1 126' TO SB 37 REPAIR DAMAGED CONDUIT - - AA-FS — — — —Gal FS — — — —M FS — — — — M FS— — — — M F — — — MSS — — N d- ____.__ w _ w ______ w 1 W W CCM MEDIAN ) MEDIAN O0 IP3 ° ��n ° �Io _......____„77- MEDIAN - _____ ___ SS SS S° ---- SS SS SS - PLAN PERMIT { LoO O--):( STREETLIGHT -LOG- LIP OF GUTTER DATE S SEWER/STORM DRAIN /�\ T C0NST ARC DC0MP ATE FIRE HYDRANT -C/L-CENTER LINE CJA' I�Tr1 EJIrO' i�1 ❑O CITY MONUMENT E ELECTRICAL --���J -' GE❑/C❑ N276 ® JOINT UTILITY POLE -TEL- TELEPHONE OTHER UTILITIES THAT ARE NOT EXCHANGE SNJSCA1 SCA 14 MH MANHOLE -X_X-X- FENCELINE SHOWN MAY EXIST IN WORK AREA. MH SIGN - P/L LOCATION&DEPTH OF EXISTING ENGI fVE"HERMAN DOMINGO • BOLLARD W- WATER SUBSTRUCTURE NOT GUARANTEED. TEL t 2C5) 867-4239 I I I I I STORM DRAIN BUSH -USA, p� ENGR ARC VOKDJSE20 CALL U A TOLL FREE NO/t6 at&t SAI CABINET a TREE TYPE OF CONSTRUCTION BOW BACK OF SIDEWALK 48 HRS PRIOR TO DIGGING CPC TYPE C-40 PLASTIC CONDUIT FOR ALL SUBSTRUCTURE 20' 1„ 2" PROJECT PERMIT FOC FACE OF CURB LOCATIONS ' R0/EST NO 9254971 1"=20 SW SIDEWALK 800-227-2600 or 811 40' DWG 2 OF 3 P 504 -- LOCI ISSUE /A.VATE SIDEWALK CLOSED 0 1 � 1 4 ROAD SHOULDER WORK e END 4/' HEADCLOSEDW111ROAD WORK R9-9G20-2 SIDEWALK CLOSEDAHEAD W20-1 C30A (CA) W1-4 SHARE 4-- THE W16-1 CROSS HEREROAD R9-11 � 14' i tior W20-1 SIGN • -or a Q.' e .4444:, / WIENERSCHNITZEL TACO BRAVO § O�e 4 ive 1850 1840 J W � fi .�� BUILDING 3Lu (� 3 C) `�co de 1930 250' _�� 250' "`� t`� z z z �O Q` `� . Z C7 t_______,2(n .SI � c? v1 z 0) z �' Q z cn,ce —co SIDEWALK I 33 NI- I p LANDSCAPE DRIVEWA�100 M� • I DRIVE• AREA SIDEWALK Fel DRIVEWAY 3 SIDEWALK "' 4 /NL �V 3 I NO PARKING • • • • ii BIKE LANE SPEED • • • • • • • • • 126* LIMIT a a 35 - - - - - - - - - - - - - - - - - - - - - - - - - - - -- a a - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - a a ON Oil MEDIAN ) .ME.C21.9a_rse 100 RI 0 Las©©i LI\Wo cP (— FDIAN — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — __ — — --- — — — — — — — — — — — — — — — — — BIKE LANE NO PARKING BIKE LANE - 100 POI ���V,��,T DRIVEWAY 1' LEGEND ( } I=I TYPE III BARRICADE W/SIGN SIDEWALK Lffll..TT I .. TYPE II BARRICADE WIO SIGN SIDEWALK SIDEWALK PERMIT I-L O C • GENERAL TRAFFIC CONTROL NOTES CHANNEL ZING DEVICE W TRAFFIC CONE WITH CLIP ON SIGN DATE CONST ARC COMP TRAFFIC SHALL CONFORM TO THE CALIFORNIA MANUAL ON UNIFORM STOP • SIGN N276 7 6 TRAFFIC CONTROL DEVICES(MUTCD)AND 2010 CALTRANS STANDARDS. _ TABLE A _ TRADER JOE'S GEO/CO O SIGNALIZED INTERSECTION S N J S CA 14 NO LANE CLOSURES PERMITTED BEFORE 9:30A AND AFTER 3:30P. MINIMUM RECOMMENDED DELINEATOR/CONE 1875 ARROW PANEL(FLASHING ARROW)(WHERE REQUIRED) EXCHANGE &SIGN PLACEMENT ENGINEER HERMAN DOMINGO ACCESS TO DRIVEWAYS SHALL BE MAINTAINED AT ALL TIMES. HIGH LEVEL WARNING DEVICE(FLAGTREE)(OPTIONAL) TELEPHONE (925) 867-4239 POSTED SPEED TAPER LENGTH L DELINEATOR SPACING SIGN SPACING S ONE LANE OF TRAFFIC IN EACH DIRECTION AND ALL HIGH VOLUME LIMIT TAPER TANGENT ADVANCE TAPER FLAGGER &BETWEEN SIGNS VO K DJ S E20 TURNING LANES SHALL BE MAINTAINED AT ALL TIMES ON ALL STREETS ENGR ARC AT A MINIMUM LANE WIDTH OF 10 FEET. (Km/h) (m) (m) (m) (m) TANS TOW AWAY NO STOPPING_TO (SHOW HOURS) 25 MPH (40) 125 FT. (40) 25 FT. (8) 50 FT. (15) 100 FT. (45) TANSAT TOW AWAY NO STOPPING ANY TIME TYPE OF CONSTRUCTION ANY CONFLICTING SIGNS,STRIPING AND PAVEMENT MARKINGS SHALL BE 30 MPH (45) 180 FT. (55) 30 FT. (9) 60 FT. (18) 250 FT. (60) REMOVED OR COVERED BEFORE TRAFFIC CONTROL IS IN PLACE.ANY �j////� pp�� PROJECT PERMIT SIGN,STRIPING OR PAVEMENT MARKING REMOVED OR COVERED SHALL 35 MPH (50) 245 FT. (75) 35 FT. (11) 70 FT. (21) 250 FT. (75) WORK ZONE(ACTIVITY AREA)LIMITS W. a OL 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) RD/EST NO 9254971 SCALE: NONE 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) 3 OF 3 P 504 •55+MPH (85) 1000 FT. (305) 50 FT. (15) 100 FT. (30) 1000 FT. (305) DWG -- a ISSUE I DATE Cat8S 1 2/14-:, C L ' ..e.„ �� z � w t ftitmonuts 8 i • 4 f Y K s ` %144 .,,,, _ . ', :. ".4 7, cmene lschnrt�rZl ,, 1 ' M g Y` 3 um*...,.ro% ' b ,I� + f 2\ 'taw gam t - - `� rTl� � + r � imagr- f -"m4 ` O to ,1 , , , v - .,. dor: e / vi^ � .> Y/ 1 llilli1 _...-0;1001/IPm . , r Q S V O V Ili EL am anCi LOOKING SOUTH AT DIG UP #2 LOCATION LOOKING NORTH AT DIG UP #1 LOCATION Q = S. BASCOM AVE. S. BASCOM AVE. Q„ S. BASCOM AVE. SAN JOSE, CA c.Ta,.WO/ •ihs.// peg° 1 CONSTRUCTION NOTES _ ! .bele° g°'``"a 1 . PERMIT TO EXCAVATE ASPHALTS 4 ,�„�; , .. TO`''""'" TO REPAIR DAMAGED CONDUIT. PLAN PERMIT 1 -LOC I ..,v 1. , wit.Aer 6 Vrem.Av. . PO AFL Network oT t - - ' �.�,, ;� 2. RESTORE AFFECTED ROAD WORK AREA Services W ..-. s,d °' trp r F`. THIS JOB WAS ENGINEERED AND DRAWN BY DAVID TO ORIGINAL OR BETTER CONDITION. THIS IA JOB FAS ENGINEERED AICATIONSERVICAVI 1., ZINC.UNDER CONTRACT WITH AT&T.FOR QUESTIONS i G..w �"`��t i.cl AND ASSISTANCE ASN O OED THIS JOB PLEASE CALL 4,.,; -..... '``s- s -n - lrv0t'bENGINEER AS NOTED IN THE TITLE BOX w Gamy N n __ DATE *mom. 8 CONST ARC COMP e /NDEX GEO/C❑ N276 _ . I� r' Lc.a.,*A.e rc , ,� c., EXCHANGE SNJSCA14 "" ENGINEER HERMAN DOMINGO _ 1. COVER Fn.,. F. "" • .TM`"' 2. LAYOUT PLAN DIG UP #1 & #2 TELEPHONE (925) 867-4239 �� •• '"'`"''' - ""'' t ENGR ARCVOKDJSE20 3. TRAFFIC CONTROL PLAN TYPE OF CONSTRUCTION LOCATION DETAIL T. M. 853-G5 SCALE: NONE PROJECT PERMIT RD/EST NO 9254971 DWG 1 ❑F 3 P 504 -- 1 ISSUE DATE at&t 1 2/14 BUILDING WI ENERSCHNITZEL 1930 1850 ❑ TACO BRAVO o� 1840 0 J n 9 DIG UP #2 98' TO SB 63-364 U DIG UP #2: REMOVE AND �dOlS REPLACE 4'x4' OF CONCRETE W SIDEWALK REPAIR DAMAGED CONDUIT SB 63-3644- E E SB 37 T E o SIDEWALK T E T LANDSCAPE ,3 -} DRIVEWAY LANDSCAPE DRIVEWAY SIDEWALK DRIVEWAY �} LIL ‘& F0C ' F0C DIG UP #1 REMOVE AND 1 BIKE LANE REPLACE 4'x4' OF CONCRETE DIG UP #1 126' TO SB 37 REPAIR DAMAGED CONDUIT -. - - - - - - - --- - -M FS - - - - _ _ __ _ M F-S- - - - - - - N d- vy vy W W MEDIAN ) MEDIAN E3 A Ron ..._, -\_-vi A \V , il gi n H o ... . MEDIAN SS SS - SS - - - - - - - - - - - - - - - - - - - - - - - - - T T PLAN PERMIT 1 -LOC STREETLIGHT -LOG- LIP OF GUTTER DATE FIRE HYDRANT S SEWER/STORM DRAIN C❑NST ARC COMP —C/L CENTER LINE C� QO CITY MONUMENT E ELECTRICAL ix _r erJ-�r �� i N276 ® ,yr 4 OVED FOR CONSTRUCTION. GE❑/C❑ JOINT UTILITY POLE -TEL- TELEPHONE OTHER UTILITIES THAT ARE NOT �00MANHOLE _X=X=X- FENCELINE SHOWN MAY EXIST IN WORK AREA. EXCHANGE S NJ SCA 14HERMAN DOMINGO SIGN P/L LOCATION&DEPTH OF EXISTING City of Campbell• ENGIJJ� � 867-4239 BOLLARD -W- WATER SUBSTRUCTURE NOT GUARANTEED. TEL rim STORM DRAIN �jN��C � ENGR ARC VOKDJSE20 BUSH CALL USDA TOLL FREE Public Works Permit No. C/ h I at TYPE OF C0NSTRUCTI0NDJS �� SAI CABINET �{ TREE BOW BACK OF SIDEWALK 48 HRS PRIOR TO DIGGING Contractor must hove these plans PROJECT PERMIT CPC TYPE C-40 PLASTIC CONDUIT FOR ALL SUBSTRUCTURE ,n the job site during coesiructiom 20' 1" 2" FOC FACE OF CURB LOCATIONS 9254971 SW SIDEWALK 800-227-2600 or 811 ' R0/EST N❑1"=20 20' 40' DWG 2 OF 3 P 504 -- • • C] ISSUE DATE 4 , CSIDEWALK CLOSED p a &t� ,j1 2/14 WORROADK SHOULDER W 1 1-1 END '� / AHEAD CLOSED ROAD WORK R9-9 1E- ......O \,� G20-2 SIDEWALK CLOSED ' I /.1........1 .....„, ,,,,' �� W20-1 C30A (CA) W1-4 SHARE AHEAD I � � il - THE W1 6-1 CROSS HERE W ,Q(?) 41,V ROAD R9-11 �O (7,„„ el l W20-1 SIGN r n I ( ao•11 4,6" WIENERSCHNITZEL TACO BRAVO § k Q �� ..t*11P 1850 1840 J W .J Q � 6 ;° BUILDING -1-11 i n` `� 6 2.) r� 1930 250' 250' 10 � O z �{ z z I z O 'Ti Z 0z I "„) Z N v I dOlS44N Q CD i SIDEWALK I 33 act IO c �' LANDSCAPE 7, • I • SIDEWALK SIDEWALK 3 4 �1DR IVEWA Y EA' DRIVE ^RE"* DRIVEWAY Q NO PARKING • • • • of • BIKE LANE • l SPEED • • • • • • • • • 6�? LIMIT a a 35 a a - a a '.. MEDIAN ) MEDIAN PIO CP ID [J,I:\0©O yk MFr)IAN - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - r > - - - - - - - - - - - - - - - - - - - - - - - - - - - - - =J BIKE LANE NO PARKING BIKE LANE �'V'�, LEGEND S�c0 DRIVEWAY I=I TYPE III BARRICADE WISIGN SIDEWALK SIDEWALK �L�IaT} : ( TYPE II BARRICADE WIO SIGN SIDEWALK PLAN PERMIT I -L O C • CHANNELIZING DEVICE GENERAL TRAFFIC CONTROL NOTES T TRAFFIC CONE WITH CLIP ON SIGN DATE T SIGN CONST ARC COMP TRAFFIC SHALL CONFORM TO THE CALIFORNIA MANUAL ON UNIFORM STOP N 27 6 TRAFFIC CONTROL DEVICES(MUTCD)AND 2010 CALTRANS STANDARDS. _ TABLE A - TRADER JOE'S GEO/C❑ O$ SIGNALIZED INTERSECTION NO LANE CLOSURES PERMITTED BEFORE 9:30A AND AFTER 3:30P. MINIMUM RECOMMENDED DELINEATOR/CONE 1875 EXCHANGE SNJSCA14 &SIGN PLACEMENT ARROW PANEL(FLASHING ARROW)(WHERE REQUIRED) HERMAN DOMINGO ACCESS TO DRIVEWAYS SHALL BE MAINTAINED AT ALL TIMES. ENGINEER POSTED SPEED TAPER LENGTH L DELINEATOR SPACING SIGN SPACING S HIGH LEVEL WARNING DEVICE(FLAGTREE)(OPTIONAL) ADVANCE OF TAPER • FLAGGER TELEPHONE (925) 867-4239 ONE LANE OF TRAFFIC IN EACH DIRECTION AND ALL HIGH VOLUME LIMIT TAPER TANGENT E.BETWEEN SIGNS VO K DJ S E2O TURNING LANES SHALL BE MAINTAINED AT ALL TIMES ON ALL STREETS ENGR ARC AT A MINIMUM LANE WIDTH OF 10 FEET. (Km/h) (m) (m) (m) (m) TANS TOW AWAY NO STOPPING_TO_(SHOW HOURS) 25 MPH (40) 125 FT. (40) 25 FT. (8) 50 FT. (15) 100 FT. (45) TANSAT TOW AWAY NO STOPPING ANY TIME TYPE OF CONSTRUCTION ANY CONFLICTING SIGNS,STRIPING AND PAVEMENT MARKINGS SHALL BE 30 MPH (45) 180 FT. (55) 30 FT. (9) 60 FT. (18) 250 FT. (60) REMOVED OR COVERED BEFORE TRAFFIC CONTROL IS IN PLACE.ANY } SIGN,STRIPING OR PAVEMENT MARKING REMOVED OR COVERED SHALL 35 MPH (50) 245 FT. (75) 35 FT. (11) 70 FT. (21) 250 FT. (75) �j /� WORK ZONE(ACTIVITY AREA)LIMITS NOM a`litt 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) SCALE: NONE REST NO 9254971 SAFE PEDESTRIAN ACCESS SHALL BE MAINTAINED AT ALL TIMES. •50 MPH (80) 600 FT. (185) 50 FT. (15) 100 FT. (30) 350 FT. (185) A ROADWAY DESIGNATION(A THROUGH D) '55+MPH (85) 1000 FT. (305) 50 FT. (15) 100 FT. (30) 1000 FT. (305) DWG 3 OF 3 P 504 -- • • `„•••• ISSUE DATE at& 1 2/14 ,li , . ,ki.. e s ., :3.,,./. ,, 4 ,,,,,,,,,, , , ,t a. cv, .,,,_,,.: Al. ,t 'i ,,is ,g,",ft ,,,„, ; f 4,4,,it 00 , LT.."' ...... 2 �w I ✓/k per. •r _ M• - —;K„.... ..r-,+... ,�_... - 1 .rr a �. pp r 1 wr' al 0 n LOOKING NORTH AT DIG UP #2 LOCATION LOOKING NORTH EAST AT DIG UP #1 LOCATION a., .0 S. BASCOM AVE. S. BASCOM AVE. t,( S. BASCOM AVE. SAN JOSE, CA owiscriossy �� — N ,., CONSTRUCTION NOTES ole °"°'" I g' N'AT/Kya `�"`"`` 1 . PERMIT TO EXCAVATE ASPHALTS ,m•hywoii 00 ,1m TO REPAIR DAMAGED CONDUIT. PLAN PERMIT 2-LOC �I r AFL Network A 2. RESTORE AFFECTED ROAD WORK AREA 44 4 €7 ,3 Services • W _ r_ DS TO ORIGINAL OR BETTER CONDITION. THIS JOB IA OFAS ENGINEERED AND DONBEBY RVICESDAVID 3GAR.- - --, INC.UNDER CONTRACT WITH AT&T.FOR QUESTIONS it c.)...-- G ree,r AND ASSISTANCE ON THIS JOB PLEASE CALL Mw L ENGINEER AS NOTED IN THE TITLE BOXfrwl,e.Irk O4.4.4 1 DATE W e 0 INDEX GEOSCOCONT ARC N276 COMP r-t,,,pt,e1,A A. E Cam .. K Y.4 0 : Lr.«titeAlA.c ',Ce.x.,n.. EXCHANGE SNJSCAI 4 „. ENGINEER HERMAN DOMINGO 0 �.r«.»~ A, , 1. COVER TELEPHONE (925) 867-4239 Nis A, �..., 2. LAYOUT PLAN DIG UP #1 & #2 x i.o.,...... r.Kfoe1 Lr �. Nadi ENGR ARC VOKDJSE20 3. TRAFFIC CONTROL PLAN � TYPE OF CONSTRUCTION LOCATION DETAIL T. M. 853-G5 SCALE: NONE PROJECT PERMIT RD/EST ND 9254971 DWG 1 OF 3 P 504 -- • BUILDING ISSUE DATE 1930 WIENERSCHNITZEL O at&t 1 2/14 1850 SIDEWALK SIDEWALK E T E T ET I f E E T E__1 SIDEWALK T E LANDSCAPE 7 I DRIVEWAY LANDSCAPE DRIVEWAY FOC FOC - - - AA-FS - - - -4A FS - - - -M FS - - - - M FS- - - - MFG - - - M.ES - - - - W FOCW W FOC VV W W W FOC 'cc MEDIAN gi O E3 A g© 0 --vi A W ic3 C MEDIAN _ _ SS_ _— _ _ SS_ _ _ _ SS _ _ _ _ SS _ _ _ _SS _ _ _ _SS _ DIG UP #1/#2: REMOVE AND DIG UP #2 236' TO SB 37 o REPLACE 4'x4' OF ASPHALT CO REPAIR DAMAGED CONDUIT _ j T T T - T T SD SD SD SD SD SD ' SIDEWALK �. BIKE LANE - E E E ��"`• FOCE - E �"`• SIGN Z.(1�3 DRIVEWAY - DRIVEWAY SIDEWALK DIG UP #1 320' TO MH 33 E STOP -..1/1-Wil E E E E E r STOP LANDSCAPE v���o PLAN PERMIT 2-LOC o STREETLIGHT -LOG- LIP OF GUTTER 14911 DATE FIRE HYDRANT S SEWER/STORM DRAIN �jO" `, —C/L—CENTER LINE CAUTION - co 4y4, C❑NST ARC COMP ❑O CITY MONUMENT E ELECTRICAL �� fOp�.! GE❑/C❑ N276 O JOINT UTILITY POLE -TEL- TELEPHONE OTHER UTILITIES THAT ARE NOT RO Oi a EXCHANGE SNJSCAI 4 -X-X-X- FENCELINE SHOWN MAY EXIST IN WORK AREA. AP? 'Gtr . O. HERMAN DOMINGO MH MANHOLE -.-.- p/L LOCATION&DEPTH OF EXISTING ENGINEER -Cr- SIGN -W- WATER SUBSTRUCTURE NOT GUARANTEED. Pe • BOLLARD �I�/Ctc► � � TETELEPHONE (925) 867-4239 (TM STORM DRAIN BUSH OV�s �° �/ e"o ENGR ARC V0KDJSE20 Da SAI CABINET a TREE CALL usA TOLL FREE �•�� C lob�p�" No/fh ( at&t TYPE OF CONSTRUCTION BOW BACK OF SIDEWALK 48 HRS PRIOR TO DIGGING Pu on PROJECT PERMIT CPC TYPE C-40 PLASTIC CONDUIT FOR ALL SUBSTRUCTURE 20' 1" 2" FOC FACE OF CURB LOCATIONS i RO/EST NO 9254971 SW SIDEWALK 800-227-2600 or 811 1"=20' 20' 40' DWG 2 OF 3 P 504 -- . ' w • ,,,rs_UE DATE CENTER NO. OF LANES t�� &t OR ^Q CQ\mil 1 2/14 LEFT END WIENERSCHNITZEL �D �J[�- P� WORK ;� 'LANE BUILDING 1850 PR�v 0 6..\4e.,1 �1 AHEAD CLOSED ROAD WORK 1930 , P r k We AHEAD V 3 r[1lu li)G20-2 oot�� itsal b le oo�r W20-1 C20 W4-2 G V'� w pua�� i site TACO BRAVO tile on 1840 SIDEWALK ----� SIDEWALK SIDEWALK SIDEWALK 0 DRIVEWAY 1 DRIVEWAY 1I DRIVEWAY 1 i MD POO BIKE LANE NO PARKING BIKE LANE a a - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - a a - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - a a AS N° MFDIAN ) FDIAN DE31g©cDivi Li\W —I'il POD /OD BIKE LANE uMrt - - - - - - - - - - - - - - - - - • 1 ♦ 1 • - - - - - - - - - - - - - 35 • • r i •., • • •-•• • • • t • • • • tO flikA4DKINt • • • •• BIKE LANE M -�w z DRIVEWAY 1-----. J 1 DRIVEWAY SIDEWALK 1u SIDEWALK In ( z �CD a STOP I tr In 3 0 N N0 N Ct N 0 3 Q I 0 IV 250' �- - _ y 250' N-1."-- TAPER LENGTH SEE TABLE 'A' TRADER JOE'S LEGEND 1875 r=i TYPE III BARRICADE W/SIGN PLAN PERMIT 2-LOC O C )--( TYPE 11 BARRICADE W/O SIGN • CHANNELIZING DEVICE DATE GENERAL TRAFFIC CONTROL NOTES T TRAFFIC CONE WITH CLIP ON SIGN CONST ARC COMP TRAFFIC SHALL CONFORM TO THE CALIFORNIA MANUAL ON UNIFORM T SIGN TRAFFIC CONTROL DEVICES(MUTCD)AND 2010 CALTRANS STANDARDS. _ TABLE A _ GEO/CO N276 O SIGNALIZED INTERSECTION SNJSCAI4 NO LANE CLOSURES PERMITTED BEFORE 9:30A AND AFTER 3:30P. MINIMUM RECOMMENDED DELINEATOR/CONE ARROW PANEL(FLASHING ARROW)(WHERE REQUIRED) EXCHANGE ACCESS TO DRIVEWAYS SHALL BE MAINTAINED AT ALL TIMES. &SIGN PLACEMENT HERMAN DOMINGO HIGH LEVEL WARNING DEVICE(FLAGTREE)(OPTIONAL) ENGINEER POSTED SPEED TAPER LENGTH L DELINEATOR SPACING SIGN SPACINGS TELEPHONE (925) 867-4239 ADVANCE OF TAPER ONE LANE OF TRAFFIC IN EACH DIRECTION AND ALL HIGH VOLUME LIMIT TAPER TANGENT FLAGGER 8 BETWEEN VO K DJ S E20 TURNING LANES SHALL BE MAINTAINED AT ALL TIMES ON ALL STREETS SIGNS AT A MINIMUM LANE WIDTH OF 10 FEET. (Km/h) (m) (m) (m) I") TANS TOW AWAY NO STOPPING TO_(SHOW HOURS) ENGR ARC 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) TYPE OF CONSTRUCTION REMOVED OR COVERED BEFORE TRAFFIC CONTROL IS IN PLACE.ANY �/J SIGN,STRIPING OR PAVEMENT MARKING REMOVED OR COVERED SHALL 35 MPH (50) 245 FT. (75) 35 FT. (11) 70 FT. (21) 250 FT. (75) �/ WORK ZONE(ACTIVITY AREA)LIMITS �� a &�/�/ //( 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 9254971 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 '55+MPH (85) 1000 FT. (305) 50 FT. (15) 100 FT. (30) 1000 FT. (305) DWG 3 OF 3 P 504 --