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HomeMy WebLinkAboutENC2014-00196 AT&T JOB MBER 9220887 Print Form CITY OF CAMPBELL ENCROACHMENT PERMIT Permit No 'EN C l4 00 .5((O DEPT.OF PUBLIC WORKS (for working within the public X-Ref.File 70 North First Street right-of-way) Application Date 1O/2( (I Lt Campbell,CA 95008 Issued 11 o 22 I t� Application Expiration Date Lf 121(15 Ph. (408)866-2150 ----L----. -..-__1...._1.__-_-.---------- APN Fx. (408)376-0958 Permit Expiration Date I V/22—`L5 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.: , . N Mal eS-4-1'r {�'1 v-rt S l o E La m . er Utility Trench Location: f p 1 ftrer r IA 4 3 5 1 +ti friSI T Mk 34 B. Nature of Work: T►cn A -•D pia ce Yit LA} t-v d u,t4-S b S-ervice (Apq-60-cirs 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: -- `4 T-- A h j S b h c h l m!Z ti Telephone: ,(4 0$_ 6.;5._003,4. Address: 0-10 Ni • Mc-Car1tt y `3lvet . E-Mail Address: MO3dalo4@ kti • CdNA 24-HOUR EMERGENCY PHONE NUMBER: Is this work being done by the property owners at their own residence? 1`- YES (t 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 ApplicanUPermittee hereby acknowledges that they have read and understand both the front and back of this permit,and they will inform their contractor(s) of the information. Applicant is advised that upon issuance of this permit, property owner, or property owner's successors, shall be responsible for any and all damages arising out of the condition of any private improvements in the public right-of-way. T t Accepted: _ 1156D h Sh i r l Zu A41, . '7 q- 14 (Applicant Permittee) (sign) Date T p (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 s_p_ecifically 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: GH................ A_7. .LANE C t4SU.RE ON Wt N«tg ti 4A%,1. RrM_9_AM To 3 en, � SEE PUBLIC WORKS FEE SCHEDU LE FOR CURRENT FEES AMOUNT RECEIPT NO. PERMIT APPLICATION FEE 5 3 5 Q. PLAN CHECK DEPOSIT $ SECURITY FOR FAITHFUL PERFORMANCE/LABOR&MATERIALS $ CONSTRUCTION CASH DEPOSIT S PLAN CHECK&INSPECTION FEE s I r Q;2-2 EMERGENCY PERMIT FEE S APPROVED FOR ISSUANCE .-----..-. _.--..___ 1V) .5--" 1 tg22 111 I For City Engineer Date Permit Expires 12 Months After Date of Issuance 115 1,1 CoNnu17 4 >. C5cx1'Fx 52.7o/-F 1 f ( 215`}x 11'6o/Ll~) -: I�22 •C� • GENERAL PERMIT CONDITIONS A Construction Cash Deposit is required. Charges will be made against this deposit if there is an emergency call-out,overtime inspection or when City ordered barricading is required. Any such costs in excess of the deposit will be billed to the Permittee. 2. A one-year maintenance period and surety are required. Such period will begin on date of written acceptance by the City. 3. Refund or the cash deposit balance and refund or cancellation of the Faithful Performance Surety will be initiated by the written acceptance of the work by the City. 4. 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 shall be responsible for ensuring that all those providing services under the applicant are aware and understand all of the above conditions. • pHS S111114 [zU x - 10- 1q- Applicant Date: Contractor (Print Name) Date: J:\FORMS\Templates\Encroachment Permits\Encroachment Permit STATIC form2.pdf Rev.02/14 ISSUE DATE at&t 1 8/14 �x t � :� r • car t une _ „J, , , }4, 4. t !s Sa iL 2UT0 CBRE ' .. • . r:•'• r t�e 400.370-9575 '- 1 } L a y , ..:E`er` tTiC� SEP �+�� ti- ,, . i `` � i34 1 • + 47411111.' � r ti , , • iiit4i,„ _._ —. k. ar fit If- . . LOOKING SOUTH AT MH 341 LOCATION LOOKING NORTH AT MH 351 LOCATION WINCHESTER BLVD WINCHESTER BLVD WINCHESTER BLVD CAMPBELL, CA Elementary Scholl LAYOUT PLAN NOTES S�RU W Hamilton Ave CTION• w Hai, ton Ave g Fea Office Prim E Hamilton Ave 1. CUT AND REMOVE CONC. WALK AND ASPHALT co R C _ kteGym g r~.. tore Sushi;'t 2 •'&Ship Center FROM OPEN TRENCH TO PLACE NEW CONDUITS. F 1,•,e" q Way oV • VS Post Office as Kam son W 2. RESTORE AFFECTED CONC. WALK & ASPHALT TO ORIGINAL OR 1 CVO./ °i 2e'1�t 00� a o N Watson Dr BETTER CONDITION. `} NQa 3. EXISTING UTILITIES ARE SHOWN IN APPROXIMATE LOCATIONS ONLY. �A� ‘ r'` ��� 1• m ICugsCt o Gorrx;Cr NOT ALL EXISTING UTILITIES ARE SHOWN ON THIS PLAN. Q kie V��r�� a theme d�� ,, O 1-� Contractor rnus►� 9 conetrudr�' Queens CI - I 4. CONTRACTOR SHALL VERIFY EXACT LOCATION AND ELEVATION OF on the job site ® Q z ALL EXISTING UTILITIES IN AREA OF WORK PRIOR TO CONSTRUCTION. "AFL Network W Latimer Are £` w Latimer Ave CALL UNDERGROUND SERVICE ALERT (USA, 1-800-227-2600) AND r o 1 z ALL OTHER UTILITY COMPANIES AT LEAST 2 WORKING DAYS (BUT S@NIC28 2 q Fulxw•a,mae 3 a a NOT MORE THAN 14 CALENDAR DAYS) PRIOR TO CONSTRUCTION. ib c THIS JOB WAS ENGINEERED AND DRAWN BY RONDA N�*+ 4 H age v,Ilage way N 5. CONTRACTOR SHALL USE HAND TOOLS AND EXTREME CARE WHEN NCRUN ER CONTRACT> GACIA OF AFL OWITH AMMIT&TIOFNOR QUESERVSTIONS Eil'4!.. Z Grant St WORKING IN CLOSE PROXIMITY TO EXISTING UTILITIES. AND ASSISTANCE ON THIS JOB PLEASE CALL = Ntdegard Ave Campbell-„ ENGINEER AS NOTED IN THE TITLE BOX. Z z Conrnunrty Center "' ® yr Hernayt 164 age Ln CAN a o Lab Gnat Center' DATE ZCONST ARC COMP W Campbell Ave n E Campbell Ave E Campbell Ave INDEX GEO/CO N 478 Psycho Donuts o I COVER EXCHANGE SNJSCA12 n w Orchard City Dr 2-4 LAYOUT PLAN ENGINEER ALLISON SHIMIZU _� 2 Google s u) o a. v TELEPHONE (408) 635-8834 5 TRENCH/BORE DETAILS cC 6-7 TRAFFIC CONTROL PLAN ENGR ARC VOKDJW7TO SCALE: NONE TYPE OF CONSTRUCTION LOCATION DETAIL T. M. 853-E5 PROJECT PERMIT RO/EST NO 9220887 DWG 1 OF 7 P 504 -- ISSUE DATE at8ct 1 8/14 BUILDING BUILDING 1925 1925 SIDEWALK SIDEWALK SIDEWALK ®/ DRIVEWAY BIKE LANE FOCFOCBIKE LANE FOC i EiJ © Eifl _',- 2L- -IM - 1 V 15) , MEDIAN ) — — — — — — — — ss s MEDIAN ss --------Dss ° R_ MEDIAN STRIPE HOC (SEE DWG 5 DETAIL) T 0 OPEN TRENCH OR BORE FROM MH 341 TO MH 351 ;'} PL (N) 635'± 2-4" CPC FOR TELCO I 03 _ - 4'X4' BORE PIT In N BIKE LANE 1 \li- r -p -N31 � 'b44d� FOCe FOC FOC SIDEWALK4� o SIDEWALK DRIVEWAY MH 351 Imo- J Q W CD Lcog-s. ..--.):( STREETLIGHT -LOG- LIP OF GUTTER FIRE HYDRANT S SEWER/STORM DRAIN J �T�-C/L-CENTER LINE CAUTION 1 �J=rO�T� DATE ❑O CITY MONUMENT E ELECTRICAL CONST ARC COMP Q. ® JOINT UTILITY POLE -TEL- TELEPHONE OTHER UTILITIES THAT ARE NOT GED/CO N478 -X-X-X- FENCELINE SHOWN MAY EXIST IN WORK AREA. W Q MH MANHOLE Q_* EXCHANGE SNJSCA12 - ITSIGN W WATER SUBSTRUON&DEPTH OF EXISTING CTURE NOT GUARANTEED. at&l ENGINEER ALLISON SHIMIZU Q (-:-2 • BOLLARD USH TELEPHONE 4O8) 635-8834 RITI STORM W _ SAI CAB NETIN BTREE CALL USIA TOLL FREE ENGR ARC VOKDJW7TO = Pr) BOW BACK OF SIDEWALK 48 HRS PRIOR TO DIGGING 20' 1„ 2„ TYPE OF CONSTRUCTION CPC TYPE C-40 PLASTIC CONDUIT FOR ALL SUBSTRUCTURE PROJECT PERMIT FOC FACE OF CURB LOCATIONS ,1"=20' 20' 40' RO/EST ND 922O887 sw SIDEWALK 800-227-2600 or 811 DWG 2 OF 7 P 504 -- • ISSUE DATE at&t 1 8/1 4 BUILDING BUILDING BUILDING BUILDING 1925 1885 1875 1865 � SIDEWALK ® DRIVEWAY SIDEWALK DRIVEWAY SIDEWALK DRIVEWAY 1 FOC FOC BIKE LANE R BIKE LANE 1 - - - - - - - - - - - - - - - - - - - - - - -<,1,==, - - - \\E LIMI (NJ P-1,01- ' L J, p p3 -,V7-DD ..,t. - (.9- -- - (....9-- , , MEDIAN STRIPE _ ss __ ss MEDIAN STRIPE o- � a —1- 0 l==> 0 I--- - - - - - - (N) 2-4" CPC PLACE ON DWG 2 - - - - - - - - - - 00 -r 'BIK& gRV& — Roii#E-LitoE mp MOM - - - - MIME FOC FOC FOC SIDEWALK DRIVEWAY o __ ID Ei AtfC DRIVEWAY / iFILL DRIVEWAY DRIVEWAY DRIVEWAY BUILDING 1860 STREETLIGHT -LOG- LIP OF GUTTER 'Cl' FIRE HYDRANT S SEWER/STORM DRAIN E CITY MONUMENT -C/L-CENTER LINE GA Ugrian BUILDING DATE E ELECTRICAL C0NST ARC COMP ® JOINT UTILITY POLE -TEL- TELEPHONE OTHER UTILITIES THAT ARE NOT 1870 GE0/C❑ N478 O MANHOLE _ - FENCELINE SHOWN MAY EXIST IN WORK AREA. SNJSCA1 2 - P/L LOCATION&DEPTH OF EXISTING at&t EXCHANGE -0- SIGN W WATER SUBSTRUCTURE NOT GUARANTEED. I `C�1,(ac 1, I'd*" ENGINEER ALLISON SHIMIZU • BOLLARD irrn STORM DRAIN BUSH TELEPHONE (408) 635-8834 CALL USA TOLL FREE ENGR ARC VOKDJW7TO DM SAI CABINET a TREE BOW BACK OF SIDEWALK 48 HRS PRIOR TO DIGGINGTYPE OF CONSTRUCTION 20' 1" 2"CPC TYPE C-40 PLASTIC CONDUIT FOR ALL SUBSTRUCTURE PROJECT PERMIT FOC FACE OF CURB LOCATIONS SW SIDEWALK 1°=2U 20' 40' R0/EST NO 922O887 800-227-2600 or 811 DWG 3 OF 7 P 504 -- • t....... ISSUE DATE at&t 1 8/1 4 - Q I-LI I� 0 0 BUILDING BUILDING BUILDING `') Cr) 1865 1855 1825 d & { 4 --r..::--"Y SIDEWALK DRIVEWAY ® SIDEWALK FOC Foc BIKE LANE )7 BIKE LANE< ' CO -1_1- I-3AL -1 I I i ) Mri! _ H © __n_ _I ii , I Dips _IW-0 c_i _ _ _ - - - - - - - - - - - - IGEDIA1T_STF E - ) MEDIAN STRIPE_._�.�Lc) �s ___. __. SS %- SS Ss Ss SS 1 - — — — — — — — (N) 2-4" CPC PLACE ON DWG 2— — — — t 14'X4' BORE PIT _ M _ _ _ _ � _ r _ - .. _ _ _ _ p. . _ _ .7 _ &per Lo elf -t,1 FOC 7F°C i El 'WAY DRIVEWAY DRIVEWAY SIDEWALK ® o _ -DRIVEWAY E SIDEWALK - E �.- 77 BUILDING BUILDING a 4 _ U'" l 1860 1820 I "� STREETLIGHT -LOG LIP OF GUTTER -IL FIRE HYDRANT S SEWER/STORM DRAIN O CITY MONUMENT -C/L CENTER LINE GA win 1 T I fJ r ON DATE E ELECTRICAL J CONST ARC COMP ® JOINT UTILITY POLE -TEL- TELEPHONE OTHER UTILITIES THAT ARE NOT Y GE0/CO N478 O MANHOLE -X-X-X- FENCELINE SHOWN MAY EXIST IN WORK AREA -.-•-•- P/L EXCHANGE SNJSCA1 2 W WATER SUBSTRUCTURE NOT GUARANTEED. UARANTEED. North • BOLLARD at&t ENGINEER ALLISON SHIMIZU iffil STORM DRAIN t BUSH TELEPHONE (408) 635-8834 c) p ><, SAI CABINET TREE CALL 'USA A TOLL FREE ENGR ARC VOKDJW7TO Cr) (f) BOW BACK OF SIDEWALK 48 HRS PRIOR TO DIGGING 20' 1„ 2,, TYPE OF CONSTRUCTION EJ CPC TYPE C-40 PLASTIC CONDUIT FOR ALL SUBSTRUCTURE PROJECT PERMIT FOC FACE OF CURB LOCATIONS 1„=20' 2o. 4U SW SIDEWALK 800-227-2600 or 811 RD/EST N❑ 9220887 JL DWG 4 OF 7 P 504 -- . a ,� ISSUE DATE ,.- at&t 1 8/14 Trench Deaf B-3 Open Graded AC ++11110ICOMPwII.Yoeit L.00Litodlui rl rcrns;hoorat+, For L Wows opd fid►eras+dshr r—itr Mo •Crii*,7Gift.it no,•a t 4 t — M' 4...•.!nt4 ra— *..o P.441s fillip�r rly .,as*I'IN d' OPSIPbtnnit4IrtaruiIti i*WI MIA N+.1..q r'+4'Y sin dali. ," I i,..t,e.1) aim Lamm.0.,r I+.. 4,Air? Pill i 1 x ,...• tl"r■s ..�r� a 4 .oninf.a/.�f Yr r-.� • r err"�. " iY�i es ra.IM rI R- wiMi -�.r..ar• • rra� ra �ar♦ f.�t- . 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CUM Of Mem Cimessi tttrtei.Id Vim atlas Oros an NINO*Op LW..a 4 41 411,Oil 1ii1 w We Ity.iiaa.Mm Q.me.//n ttw*or LAW w Geo..tiir- ...i..i weeimiemeleer m.i'..•w.+.ra.. IIIK,La+ I. Cis+.. ;.stiiro,w.iraw edimenlOWNNO0irt w taws flay..d iTR tT TRENCH PAVING DET IIL ailak4 hallaalLakl� .. u r..�iltrlril.+rat+•r is ao.+;..Oa c11+11.rA.lini NWrw Onion r w rang .*,.+.w...i`vrgwa.ra.ly4gr..r Rail* ti pr...r a. ? `. .0.040.46-...t ..sr roforrall r n.a.re.'aaarrrsr..Ugh..raimr‘lirdi rrc>'a11.t a,� .. EXIST. GROUND // w\xmA %!\r 36" MIN.(TYP) FOR BORE OR TRENCHING NEW 2-4" CONDUITS 1 1 EXIST. UTILITY DATE 12" MIN. CLEAR (TYP) FOR OPEN EXIST. UTILITY CONST ARC COMP EEC/CO N478 CUT TRENCHING OR BORE EXCHANGE SNJSCA12 ENGINEER ALLISON SHIMIZU 12" MIN. CLEAR (TYP) FOR OPEN CUT TRENCHING OR BORE TELEPHONE (408) 635-8834 VOKDJW7TO ARC DETAIL 2 TYPE OF CONSTRUCTION TYPICAL CONDUIT CROSSING PROJECT PERMIT NO SCALE RO/EST No 9220887 DWG 5 OF 7 P 504 —— .. - LANES ISSUE DATE CENTER No. F OR at&t 1 8/14 LEFT n ROAD SHARE WORK NEE LANE I e7 ® THE END AHEAD CLOSED ROAD WORK AHEAD ROAD G20-2 W20-1 C20 W4-2 W11-1 W16-1 BUILDING BUILDING 1925 1925 SIDEWALK SIDEWALK SIDEWALK SIDEWALK® A BIKE LANE NO 1, LANE � Mm BIKE LANE 1 a <= Wil l- 1-En , O- j A I E3 —WI D) .‹. NO MEDIAN ) - - - - - - MEDIAN MEDIAN MEDIAN STRIPE cP 001 we SPEEDS LIB • 4- •— • —• 4— • • 30 • • • BIKE LANE Tae BIKE LANE NO PARR ING //// ►�' j •/ • • PRBIKE LANE NO SIDEWALK SIDEWALK SIDEWALK \ z Z Z --/ MH 351 0 0 c? O z f/1 FA In Q 0 N 3 N I.--—J 0 2" N O CL W 3 3 N Q U U W _� 250'Lt 250' 250' T N...in.—.5--1SEETAPER TABLELENG'AH' W I---Leil W= =nLEGEND I=I TYPE III BARRICADE W/SIGN )-i TYPE II BARRICADE W/0 SIGN • CHANNELIZING DEVICE GENERAL TRAFFIC CONTROL NOTES -r TRAFFIC CONE MATH CUP ON SIGN DATE T gal CONST ARC COMP TRAFFIC SHALL CONFORM TO THE CALIFORNIA MANUAL ON UNIFORM TABLE A TRAFFIC CONTROL DEVICES(MUTCD)AND 2010 CALTRANS STANDARDS. O SIGNALIZED INTERSECTION GED/CD N 478 MINIMUM RECOMMENDED DELINEATOR/CONE SNJSCAI 2 ARROW PANEL(FLASHING ARROW) (MERE REQUIRED) EXCHANGE NO LANE CLOSURES PERMITTED BEFORE 9:30A AND AFTER 3:30P. &SIGN PLACEMENTlip ACCESS TO DRIVEWAYS SHALL BE MAINTAINED AT ALL TIMES. y HIGH LEVEL WARNING DEVICE(FLAGIREE) (OPTIONAL) ENGINEER ALLISON SHIMIZU POSTED SPEED TAPER LENGTH L DELINEATOR SPACING SIGN SPACINGS r fj\ TAPER ONE LANE OF TRAFFIC IN EACH DIRECTION AND ALL HIGH VOLUME LIMIT TAPER TANGENT &BADVETWEEN NNCE F SIGNS (- FLAGGER TELEPHONE `40`-'J 635-8834 TURNING LANES SHALL BE MAINTAINED AT ALL TIMES ON ALL STREETS (Km/h) (m) (m) (m) (m) TANS TOW AWAY NO STOPPING_ VOKDJW7T0 AT A MINIMUM LANE WIDTH OF 10 FEET 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 at&t> t 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 35 MPH (50) 245 FT. (75) 35 FT. (11) 70 FT. (21) 250 FT. (75) Vj /A WORK ZONE (ACTIVITY AREA)LIMITS PROJECT PERMIT SIGN,STRIPING OR PAVEMENT MARKING REMOVED OR COVERED SHALL BE REPLACED WHEN TRAFFIC CONTROL IS NO LONGER NECESSARY. 40 MPH (60) 320 FT. (100) 40 FT. (12) 80 FT. (24) 250 FT. (105) y DIRECTION OF TRAFFIC(NOT PAVEMENT MARKING) '45 MPH (70) 540 FT. (165) 45 FT. (14) 90 FT. (27) 350 FT. (170) 9220887 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 RD/EST NO '55+MPH (85) 1000 FT. (305) SO FT. (15) 100 FT. (30) 1000 FT. (305) DWG 6 OF 7 P 504 -- CENTER Ivv. •F LANES `� JE DATE at OR &t 1 8/1 4 LEFT n ROAWORK D SHARE IGHTI LANE Io' THE END AHEAD CLOSED AHEA ROAD ROAD WORK G20-2 W20-1 C20 W4-2 W11-1 W16-1 Q W ci BUILDING BUILDING BUILDING BUILDING BUILDING In 1885 1875 1865 1855 1825 n 0000 .....?2 Ll SIDEWALK / DRIVEWAY SIDEWALK ® / DRIVEWAY SIDEWALK O. Pit ® we BIKE LANE t BIKE LANE BIKE LANE Ng Hgl—rim a- J D.J_1 V ( D/ - - - - - - - - - - - - - - - - - - - - IGLEDIAI�LSTf�E MEDIAN STRIPE cP • • -• s •- • -• • • BIKE LANE J I. M IKE LANE h +w • BIKE NE NO PARKING /////// / SIDEWALK 0 \ DRIVEWAY / `_- t DRIVEWAY / \DRIVEWAY7 ` DRIVEWAY / SIDEWAL® ` DRIVEWAY IDEWALK 341 W z z z 0 0 0 In In ( C- o I a C)csi 3 3 Q N N U O L-V‘ U 250' 250' _ 250' TAPER LENGTH .—.........___,/, .s .--..- SEE TABLE 'A' Kg BUILDING BUILDING BUILDING � 1870 1860 1820 lug Kg LEGEND I=I TYPE NI BARRICADE W/SIGN O )-( TYPE II BARRICADE W/O SIGN • CHANNEUZING DEVICE GENERAL TRAFFIC CONTROL NOTES -1. TRAFFIC CONE'NTH CUP ON SIGN J DATE T n SIGN CONST ARC COMP TRAFFIC SHALL CONFORM TO THE CALIFORNIA MANUAL ON UNIFORM TABLE A TRAFFIC CONTROL DEVICES(MUTCD)AND 2010 CALTRANS STANDARDS. O SIGNALIZED INTERSECTION GEO/CO N478 Qc WI ARROW LANE CLOSURES PERMITTED BEFORE 9:30A AND AFTER 3:30P. MINIMUM RECOMMENDED DELINEATOR/CONE PANEL(FLASHING ARROW)(WHERE REQUIRED) EXCHANGE SNJSCA12 ACCESS TO DRIVEWAYS SHALL BE MAINTAINED AT ALL TIMES &SIGN PLACEMENT v HIGH LEVEL WARNING (OPTIMAL)DEVICE(FLAGTREE) (OPAL) ENGINEER ALLISON SHIMIZU POSTED SPEED TAPER LENGTH L DELINEATOR SPACING SIGN SPACINGS 7p F ONE LANE OF TRAFFIC IN EACH DIRECTION AND ALL HIGH VOLUME LIMIT TAPER TANGENT ADVANCE N TAPER (408,) 635-8834 8 BETWEEN SIGNS TELEPHONE TURNING LANES SHALL BE MAINTAINED AT ALL TIMES ON ALL STREETS (Km/h) (m) (m) (m) (m) TANS TOW AWAY NO STOPPING_TO_(SHOW AT A MINIMUM LANE WIDTH OF 10 FEET. HOURS) ENGR ARC VOKDJW7TO 25 MPH (40) 125 FT. (40) 25 FT. (8) 50 FT. (15) 100 FT. (45) TANSAT TOW AWAY NO STOPPING ANY TIME at&t 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 I REMOVED OR COVERED BEFORE TRAFFIC CONTROL IS IN PLACE.ANY 35 MPH (50) 245 FT. (75) 35 FT. (11) 70 FT. (21) 250 FT. (75) ;,,,,, WORK ZONE (ACTIVITY AREA)OMITS SIGN,STRIPING OR PAVEMENT MARKING REMOVED OR COVERED SHALL 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) y DIRECTION OF TRAFFIC(NOT PAVEMENT MARKING) •45 MPH (70) 540 FT. (165) 45 FT. (14) 90 FT. (27) 350 FT. (170) RO/EST NO 9220887 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) SO FT. (15) 100 FT. (30) 1000 FT. (305) DWG 7 OF 7 P 504 --