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HomeMy WebLinkAboutENC2014-00039 Print Form CEIVE® ENCROACHMENT PERMIT Permit No CITY OF CAMPBELL � X-Ref.File 9 DEPT.OF PUBLIC WORKS + (for working within the public 70 North First Street v 2,Q LU" right-of-way) Application Date Campbell,CA 95008 Issued 2/27/ L. Application Expiration Date Ph. (408)866-2150 r{ 1i111 " " APN Fx. (408)376-0958 Permit Expiration Date 2- 2.7 15 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.: Utility Trench Location: Multiple locations so W Hamilton Av to Winchester and Knowles(see attached map) B. Nature of Work: Excavate in multiple locations to repair damaged conduit. 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: Alison Shimizu Telephone: 408-635-8834 Address: 870 N.McCarthy BI.,Milpitas,CA 95035 E-Mail Address: am3864@att.com 24-HOUR EMERGENCY PHONE NUMBER: Is this work being done by the property owners at their own residence? r YES IX 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 and all damages arising out of the con 'tion of any pri,late improvements in the public right-of-way. Accepted: Tf I i/71)1 4 h l no I Z U 2-20- 1-4- (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 $ 371 CN4 PLAN CHECK DEPOSIT $ SECURITY FOR FAITHFUL PERFORMANCE/LABOR&MATERIALS $ - CONSTRUCTION CASH DEPOSIT $ PLAN CHECK&INSPECTION FEE $ .3 a I C 67 EMERGENCY PERMIT FEE $ APPROVED FOR ISSUANCE _ _^ 2/2 7/ For City Engineer Date Permit Expires 12 Months After Date of Issuance Foy iv, e,cl-i'cvs LIl1ay5CS , P1. k'we 4,4 Pei in i4-cAion s x x'377 : 3�i(A 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 shall be responsible for ensuring that all those providing services under the applicant are aware and understand all of the above conditions. • 6116/0 phi 171,1 2- 20-19- Applicant Date: Contractor (Print Name) Date: 1:\FORMS\Templates\Encroachment Permits\Encroachment Permit STATIC form2.pdf Rev.02/14 AT&T `�� 432 & 864 FIBER RING ��� TRAFFIC CONTROL PLANS �� at&t 6245 DIAL WAY CAMPBELL, CA an I HOlI '1 1PrRd 4 v'�1 a Bollinger d o' I:undateAve Boitinger Rd ger Ft i ra re n R LIE ' u Williams Rd t J ',•.4Gull()Park Wlulams Rd L...1 Williams Rd D roc n a E Q1 A. Starbrrd W. o .k"-' L sawan ° WEST Park o. Vie" ` VAt LEY C Bethel Church ITh r Doyle Rd of San Jose Marijane n _� Z Radlo5hack d Hamann Park rs Middle Miller Gq ? Payne Ave 1 Stokes Sr t n Pa ne Ave Ti w n Middle School y s 7 6 : a, a--o td,. 6 K John Muir r p t°'� II S, n Elementary f Rosemary to. Blackford o.'":5a n School ; yQ •, Elementary t. Elementary fr if, a Hathaway School NO. DATE REASON co n, ^, boa Park c-o.'w W Hamilton Ave Z & 1 17/10/�2p014_ INEWED LO�YFW Prospect Rd • F.+-laretilton Ave Hamilton Ave z m%ii/mis Marc PERMITS New Creation r a -1;, o Prospect Rd Gz Untied Methodist *r i: r = Congregation . C Latimer Church i WestGate Community W. a Beth David Christa Ge �:;, Marshal's `n 94 Church Garden McAuliffe DOWNTOWN A. School Rose Donuts , Ainsley ,, PROJECT NUMBER: 13059 Blue trills ''"'_ n. ra House - sn Elementary i 8 care Mft no R INSTALLED BY: ITC School as �Cd pve CAMPBELL n �y_P i �Pbefl Ave W Ca' o y o 1 A DATE: 02/11/2014 Action Day '` Campbell 3 I nrnary Plus I a,. a G2 . l RC • a . o s DRAFTED BY: ITC atoga Oaks Cox Ave SEE DWG 2 n q DATE: 02/11/2014 Aping Center Cox Ave G2 O Geared a ❑ Morgan Park For Golf El Quito St Lucy SCALE: NTS Park • ®Catholic Parish A a I' Budd Ayr pI 4 �+ San Tomas 'tj}4 - 't"-e THIS DRAWING HAS BEEN ISSUED 0 St Thomas of Park TraViee . d G��oe� TO THE OWNER USE, AND ONLYFOR HIS REPR REPRESENTS THE Argonaut - as Canterbury X- liCAWin A STATE OF THE PROJECT AS OF THE C LAST REVISION. NO OTHER USES Elementary -6s *W Catholic Church 1 3y OR REPRODUCTIONS HAVE BEEN V V R r 'VD AUTHORIZED BY BLAIR PARE School `UST �f/ey. c g F�by SERVICES OR THE LISTED OWNER. Ida Pnce r apt• �r. _ ' Donne ill *i ,1.. Curtner Curtriet = Middle School W Sunnyrinks Ave \"' •, a?, ENGINEER 14 tv i-,Saratoga '---- Westmont s Los Gatos Creek Pe vc a Fammatrc < Library P 6'41`8 High School County Palk God r Elementary ¶O171 ;� Sacred Heart //�o rr , 4 ITC �- g yF e e ro School Y Service Saratoga Church Alttndafe.yve fix' �aa <' �' Foxworthy Ave o r High School -,`t*as �` ".r at g Redwood,! Gz El Camino $ The •,.tNome yL +"$° Group, Inc. Middle School Rolling trills z *` 4 A U Frospital FrDepot pi SAI ATOGA Middle School '' Odd Los Gatos ,,,,1--.„:': 'r" p Cambrian DRAWING Marshall Lane -m4 H SEE DWG(..,,)::,,,, Branch Library WILE Pa Baseball Elementary ori�j Knowles C 51 :nets 3 Camden Ave o� Field ' School 4 h ti` Butcher ^1/4 Wage '90 Cabri 'arish . Park TRAFFIC CONTROL cc ., +�uudA�� eta.y 6245 DIAL WAY aratoga 3 ' 4Yr_. lichen&Bath cx CAMBRIAN -Poo,, CAMPBELL, CA C FAR,. r— ' t g El rcPa t: y� c La Rmcnnada ro y,� 2 Country ClubahfOrrtla. P m d DRAWING NUMBER: REVISION 1 OF 33 INDEX MAP 2 9220887 Advanced s 'r W Rosemary I.n I.*Sns-er ILITy Ill 7YCFSGTTG/�ry�-,1 C 11 r I • The Redwoods • Health Center c the Cat CI LID Shopping Center • • Hospital z ,l N W Hamilton Ave W Hamilton Ave E Hamilton Ave E Hamilton Ave W Hamilton Ave f amity Eye •. Larkspur Care Center I— • MH 73-310 SHEET 6 �'' w Landing Judy Tgi's Sushi 1 at8ct w Banfreld Pet Campbell z _ . US Social Security z a o Hosailal ���..__:_.__..__ 7 1 • SB 76-103 SHEET 6 r New Creation — r," rn -1 a, "' United Methodist ,ti m Watson Or a o � L c n thatch ` y 01 Gale Or Gale Dr Gate Dr 6ossom Ln `m (� ro u A ph T Kings Ct ti dA Comes Ct e1r = • SB 52 SHEET 5 Qe+ Garrison Or M ≥n Tubby Si G4 V 4 4 M W Lai • r Ave n • MH 73-309 SHEET 5 z _n �L_ O it Latrine' Ave W Latimer Ave W Latimer Ave u: E Latimer Ave z' B Latimer A4.E, I'D CRo 's a M n Z Z c iu �+ u� Net Gut 0 IC 1 r.o f° M A- K o * Berliner. I— c. y n N n a. 0= a Kidder.F.'fish W 7.. W D rf'D. _ cm d i- 00 N w < w Heritage Village Way " Si' w 2 Absolutelytat = Li • MH 76-232 SHEET N N Organized ri, _ • MH 341 SHEET 23 - N 26&27 N t3) `� liedegard Ave N z Arnsley NO. DATE REVSpN�1IW Clot M a 0 N House a m o 0 12/17.1201)/ SUO FOR IODATIONS Innovatior I '< I z Oqv 1 harrritkln Dr O •A �_ t0 z mitt 2f 1, Off PETarRs fl N CO ti r. N r Maple Av. E r [n MH 84-363 SHEET 22 Campbell w Campbell o a = ffi Campbell G Historical ft + = ung ptse tvtc Center Dr - p a Christian a ih = I Adult Center Schools to M M Museum Re lion Ka as Spa • Kayaa PROJECT NUMBER: 13059 NH 212 SHEET 1 8 • Campbell Ave • F Car INSTALLED BY: ITC f- • MH 76-7 SHEET 21 • MH 70-242 SHEET 24 w Donuts DATE: 02/11/2014 Campbell n a, N r Old Orchard • °''4rcit Dr e. DRAFTED BY: ITC of Christ r ¢' �' School Sanfo • rd Ave City Campbell M N c nose r ,�, O PAr) DATE: 02/11/2014 T ro - ` b� m Everett Ave ,..E's Q��tinsiey cr - I - Q SCALE: NTS I - y a O FO St George oh n S Oa �' Mike Segal `" Coptic Church �, �' cn Sdnh \2 I[j • { .C -c Ca THIS DRAWING HAS BEEN ISSUED rll Properties c r_7 = rf p,�` <� TO THE OWNER FOR HIS EXCLUSIVE L.1 -< * Rincan Ave W Rincon Ave E tilricon Ave `ti cg, USE, AND ONLY REPRESENTS THE STATE OF THE PROJECT AS OF THE ril A'• e, LAST REVISION. NO OTHER USES S B 7 0-9 4 N O Op a • OR REPRODUCTIONS HAVE BEEN • h Q AUTHORIZED BY BLAIR PARK Buct(natl rid • &3 •r o SERVICES OR THE LISTED OWNER. loal TCP REQUIRED 4• Alice Ave � c) Joseph Ft ., ENGWETR: ,'C Cherry Ln Games Park o' c CO a • s+ ,� ,a. Swedish ITC CO. z, 3 y�' • Auto Service In Middle School Sunnyside Ave jai ii Service Catalpa LPCalifoCalifornia .Z-`° Common Group, Inc. +� = Wheels a Pasco De P,-1 rtincorlpve WRI114LIIAYC • MH 72-31 SHEET 9 3 "' - '- _y hl NTe�ly Are I7ashi'r � TIRE. 2 cam¢ a ci c° TeChriologies.Inc i El Caminito Ave n `Q, c E Acapulco Or } • ? 0 St Lucys "t 4fi I'alornas L. TRAFFIC CONTROL c� 5' • MH 72-32 SHEET 10 rD 'it Schaal - 6245 DIAL WAY San Jose ro Budd Ave Budd Ave r CAMPBELL, CA ■ three Girls e �, Plumbing Media.Inc • r _ Mohler,Nixon a St Lucy r7 j1 R>liddt �r,Wd'i e �-: 'A' Catholic Parish , &Williams • El Paseo St 5 .v G4 Wilton lir Wiaon Dr c ,. . '° ..< a • MH 73-448 SHEET 8 c3udd�,zFT } { O Modern Bench WAND Mn•ETt Budd Ave Campbell Plaza in T I REVISION 2 OF 33 Via* . '-r" — tf' La Valencia Shopping Center Q r �a • MH 73-449 SHEET 8 d • Apartment Plaines Ct n r�rwE: CirreLux L 9220887 III l-arnhrrN1 , r Cosmetics Wes1Motit Ave o aveAve unnyaa s ve California C R,::o Tinting& • Polishing Inc Westmont Ave a >} * v s Bucknam Ave ≤ n a RTA Services ■ ro JH Construction F,.., Kt ��. " `12� Losgat°'t. Is v, i Counry F�` a iiemodefing .v,. 31 �, 4i, tr �� at&t AM Q c. c,. A - ti �‘ .'G' Components ,so Weluva Ave v, = ro ` ' M• ade in Japan/ 5 ro 4 n Bedal I. ;L USA/Europe cs' Dardanell) c, G Lost Lake Ln Dennis Artistry co < r? ° Qft World • :,- • MH 81 -311 SHEET 15 1' Hacienda Ave W Harienda Ave Hacienda Ave I'rrnees: W Hacienda Aue - HaclendaAve vdt-taciertdaAVe n��� • SB 72-123 SHEET 15 L,,4e • SB 76-160 SHEET 11 '='c fN 0-21 ncia Ct Scott Ct v Ave > m a' Wendell t]r �filitdt@ts Sheila Ct-o esc"i ro ro � v: Steinway Ave r_a S t U 3 �j w .c ,iii Way o Cha c,•� a" 5te•nway Ave pn - °� ChaFrman Dr J�' �e. it Htar>ees • MH 98-6 SHEET 12 o Construction • 1Sert‘e :� Tn-Phase. ALdre Ave ar NO. DATE RLWRON r�T Electric E } Porte Veterinary .� 0 rvnlwra (SKIED FORME" eci Hospital . -- i'oz%i°/20ii GOY P tip MN 5 • aertes v Cape 6. y? . I;'' pracebridgeG ) Consulting • t School ti m a �ar,4�d 4civd Ct 1 c� y Nandini's tia` PROJECT NUMBER: 13059 • Studio m`' _ • SB 74-81 SHEET 4 W Pan Ave Wean, ^GINSTALLED BY: ITC' :r,, II _ Ave :� FUSE �, 70:::,,,,i*--....7;,,,,,,,,:,,c:j.::!,,,:, DATE: 02/11/2014 poe, MH 98-5 SHEET 14 • Fitness x ' DRAFTED BY: ITC � SB 74-83 SHEET 4 La Matson `tt' .0. rL0/� 'b, iDATE: 02/11/2014 saim Du Cafe ..r.4 O H a «; SCALE: NTS All Ford ..,-...-{1,-;.,:9 �� 'Qp, El Camino `� n Parts rz- $ce Hospital q CrossFil " �" Los Gatos Los Gatos O `Ja San Jose • s' THIS DRAWING HAS BEEN ISSUED ,�a r,` . �, - ' v,- ,* - TO THE OWNER FOR HIS EXCLUSIVE Dental Care y r�p�: t,t_ USE, AND ONLY REPRESENTS THE ", STATE OF THE PROJECT AS OF THE te. LAST REVISION. NO OTHER USES St Basil Great A Knowles D+ Knowles Dr Q0 OR AUTHORIZED BS R PARKHAVE N ter 1� r • SB 81 -119 SHEET 17 7 SERVICES OR THE LISTED OWNER. Byzantine Church l -,�• r✓ o-,� �: SB 81 -1 18 SHEET 16 , O, --tz Cornucopia `s • ENGINEER: �� �Cr Fruit Stand 'pry A one , 'A� c� �`' ITC •gP� Stump ,� j,M � w Vas A Shaklee n Service ap0,..1.e, � f'! pit ve �, ' . -e i r�' - Group, Inc. M,-vZ� r w *� ., O y Wedgewood Ave RS - '~ 4. �ZS at i� W a� �c c Surgery cow Tin, 1 Law Office Of r� = c�` °tea 4'� ,ti." 0 Bruce Tichrntn`• Ronald a '1,144ye Craig Fish • ; -. - `1' Grp TRAFFIC CONTROL ,i. fir � � ''�rn9 Ave 6245 DIAL WAY ` , 4`' CAMPBELL, CA ,� w nr . Clearvtew Dr �' o ` � � ' 3 �I'�rview D� ` m� k` �- j Los Gatos 3 m f' > f �� gamily Dentistry 7 ?, . 4 .:- , DRAWING NUMBER: CO Q, `Q G ^ mar a` 1 Sfa tn r , 1,45 ..R y REVISION 3 0 F 3 3 2 RE NAME 9220887 NOTE TO CONTRACTOR: IF SIDEWALK AND/OR ANY PEDESINLAN TRAFFIC ARE TO BE RESINICTED AND/OR AFFECTED, USE THE FOLLOWING SIGNS TO BLOCK AND REDIRECT FOOT TRAFFIC. Il at14 FOE 16"x42"(STANDARD) R9-11A 20'x32'(MIN.) 36'x36'(STANDARD) at&t t R9-3A APPROVAL NOTE: O,_ i MAINTENANCE DIG LOCATION TO BE DETERMINED BY AT&T CONTRACTOR L., AT TIME OF REQUIRED EXCAVATION > Q O O 0 -J -J W 360 Fr FROM 3 SB74-81 TO wm-59 W20-1 DIG SITE 2 M16-1 Rail SB74-83 ROAD WORK e a T i SNARE Tf MOPE S CLOSED ROAD 5 FT 150' MIN L S S SHOULDER 5BF FROM TO *20-1 No. WI REVISION DIG SITE 1 0 12/17/7013 [MED FOR MEW 5 yDER SNDIILDER 1 02/10/2014 NYI MN LOCARONS Ilia VA\ CD 1 t S B 7 4-8 1 �D 2. 02/11/2014 CITY PERMITS SIDEWALK -WORK AREA DIG SITE I SIDEWALK WORK AREA SIDEWALK WIB-I 1121-SB 1120-1 PARKING ItI O DIG SITE 2 C3DA-i PARKING 0' PARKING c30.41 PARKING Q - - _ _ _ O O D O O 17 B re 0 0 0 0 10 Ia IA O O ® n ® m FR fA r•7 A_D .� 4- 4- 4- PROJECT NUMBER: 13059 POLLARD RD a Ir POLLARD RD - INSTALLED BY: ITC '4 -4 DATE: 02/11/2014 PARKING PARKING SIDEWALK SIDEWALK SIDEWALK SIDEWALK -\ PARKING / SIDEWALK \ \ /i. / tp A ,,,, DATE: 02/11/2014 TABLE A-3 SCALE: NTS I 1 t V. / � TAPER LENGTH AND BUFFER SPACE USE IN TYPICAL APPLICATIONS DIAGRAMS THIS DRAWING HAS BEEN ISSUED TABLE ASTOPPING SIGHT DISTANCE AS U TO THE OWNER FOR HIS EXCLUSIVE /..\(41/ LENGTH OF TAPER 'L' IN FEET A FUNCTION OF SPEED usE, AND ONLY REPRESENTS THE MINIMUM RECOMMENDED DELINEATOR AND SIGN PLACEMENT W STATE OF THE PROJECT AS OF THE ' LASTREVISION. NOOTHERUSES?} SpeedInWidth Of Speed InDistance OR REPRODUCTIONS HAVE BEEN TABLE A- •?` Mlles Offset•• MPH• a AUTHORIZED BY BLAIR PARE per Hour' 11 Feef 12 Feef 20 115 FEET omSERVICES OR THE LISTED OWNER. TAPER LENGTH CRITERIA FOR TEMPORARY TRAFFIC CONTROL ZONES S / G V 20 73 80 25 155 FEET TYPE OF TAPER TAPER LENGTH 25 115 125 30 200 FEET Ct ENGINEER UPSTREAM TAPERS 30 165 180 35 250 FEET C13 MERGING TAPER L MINIMUM 35 225 245 40 305 FEET ITC SHIFTING TAPER 1/2 L MINIMUM 40 293 320 45 360 FEET SHOULDER TAPER 1/3 L MINIMUM 45 495 540 50 425 FEET TWO-WAY TRAFFIC TAPER 50 FEET MINIMUM Service DOWNSTREAM TAPERS 50 550 600 55 495 FEET (USE IS OPTIONAL) 100 FEET MAXIMUM _ 55 605 660 60 570 FEET Group, Inc. 60 660 720 65 645 FEET FEET FORMULA FOR TAPER LENGTH 'L' - 65 715 780 70 730 FEET DRAWING THE • Posted speed, off—peak 85th percentile speed prior to starting, or the anticipated operation speed. L = WSZ (40 MPH OR LESS) L = WS (45 MPH OR GREATER)60 •• For other offset widths, apply the formula in table A-1. TRAFFIC CONTROL L = TAPER LENGTH IN FEET TABLE A-2 6245 DIAL WAY W = WIDTH OF OFFSET IN FEET RECOMMENDED ADVANCE WARNING SIGN SPACING CAMPBELL, CA S = SPEED IN MPH DISTANCE BETWEEN SIGNS ROAD TYPE A B C URBAN (LOW SPEED)- 25 MPH OR LESS 100 FEET 100 FEET 100 FEET URBAN (HIGH SPEED)- MORE THAN 25 MPH TO 40 MPH 250 FEET 250 FEET 250 FEET NOTE:See Table A URBAN (HIGH SPEED)— MORE THAN 40 MPH 350 FEET _ 350 FEET 350 FEET 811 ' DRAWING ROMEER:for Sign,Cone Spacing, RURAL 500 FEET 500 FEET 500 FEET /nd Taper Lengths EXPRESSWAY/FREEWAY 1000 FEET 1500 FEET 2640 FEET REVISION 4 OF 33 REVIEWED( AS NOTED)BY: Know what's below. PETEPERMIT W I 120_ Call before you dig. HIT NAME PROJECT INSPECTOR MAY MODIFY TRAFFIC CONTROL PLANS AS FIELD CONDITIONS DICTATE 811/800-227-26(10 9220887 NOTE TO CONTRACTOR: IF SIDEWALK AND/OR ANY PEDLSIMAN TRAFFIC ARE TO BE RESTRICTED AND/OR AFFECTED, USE THE FOLLOWING I b SIGNS TO BLOCK AND REDIRECT FOOT TRAFFIC. -O. '-, SOBSILK CLOSED ® APPROVAL NOTE: I i =GS H0S 18"x42"(STANDARD) at&t 1y R9-11A 36-x.36'(STAANDARD) -r R9-JA p Ut♦J� MAINTENANCE DIG LOCATION TO BE ill₹ 1 t •i DETERMINED BY AT&T CONTRACTOR N AT TIME OF REQUIRED EXCAVATION W il PI T° +-MARIANNA WAY - M-Q E -4 ut W SIDEWALK a cc w B 0 W LSIDEWALK -J 17J 1--E Si ROAD .i won( 0_ (/) e 1 1 O ] i SIDEWALKDSCAPE LANDSCAPE SIDEWALK SIDEWALK"-' j____.")) DRIVEWAY , •'11• TE ReASION 1— MARATHON DR o 12/117/2013 KsuEl OBF ReAEW MARATHON DR 1 02/10/7014 NEW MN LOCATIONS ~ MARATHON DR 2 02/11/2014 CITY P0885 / al n f1 n F7 O O O O O O O O RT Il n n n n n n IN E7 O e o e O O O e g p� DRIVEWAY f SIDEWALK I-CJM SIDEWALK �• SIDEWALK hC,TDA SIDEWALK Or W21-58M7 / 7./ Q R sIDEWALXLANDSCME F Azo-1 s Wowr ARFA we srrE z - _1 10 j j °'D SITE' o PROJECT NUMBER: 13059 Z G� WORK ® • M N. o o _ 1I INSTALLED BY: ITC N Iel C W201 SIDEWALK DATE: 02/11/2014 S S S I L 150'MIN -10 p SNRnHT aADrR SNP CC W 180 FT FROM o BRAN BURY DR DRAFTED BY: ITC aD�D L` MH73-309 TO Fi NERD �„_, J Z DIG SITE 1 e DATE: 02/11/2014 1 12-5B a S B 52 E CL O� e SIDEWALK SCALE: NTS TABLE A 0 175 58520 FT FROM O '6 W iri----------- MINIMUM RECOMMENDED DELINEATOR AND SIGN PLACEMENT DIG SITE 2 1- / N Q THIS DRAWING HAS BEEN ISSUED TABLE A-1 I J W TOE OWNER FOR HIS EXCLUSIVE USE,. AND ONLY REPRESENTS THE �/� p STATE OF THE PROJECT AS OF THE TAPER LENGTH CRITERIA FOR TEMPORARY TRAFFIC CONTROL ZONES 1' J LAST REVISION. NO OTHER USES O J OR REPRODUCTIONS HAVE BEEN J AUTHORIZED BY BLAIR PARK TYPE OF TAPER TAPER LENGTH SERVICES OR THE LISTED OWNER. UPSTREAM TAPERS MERGING TAPER L MINIMUM SHIFTING TAPER 1/2 L L MINIMUM TABLE A-3 ENGINEER SHOULDER TAPER 1/3 L MINIMUM TAPER LENGTH AND BUFFER SPACEI TWO-WAY TRAFFIC TAPER 50 FEET MINIMUM USE IN TYPICAL APPLICATIONS DIAGRAMS DOWNSTREAM TAPERS ITC (USE IS OPTIONAL) 100 FEET MAXIMUM STOPPING SIGHT DISTANCE AS LENGTH OF TAPER 'L' IN FEET A FUNCTION OF SPEED Service FORMULA FOR TAPER LENGTH 'L' Speed in Width of Speed In Distance Mlles Offset'• MPH• Group, Inc. per Hour' 11 Feet 12 Feet 20 115 FEET 1 C 20 73 80 25 155 DRAWING T0J L = Z (40 MPH OR LESS) L = WS (45 MPH OR GREATER) 25 115 125 30 200 FEET 60 30 165 180 35 250 FEET L = TAPER LENGTH IN FEET 35 225 245 40 305 FEET W = WIDTH D SPEED I N MPH SIN FEET 40 293 320 45 360 FEET TRAFFIC CONTROL S 45 495 540 50 425 FEET TABLE A-2 50 550 600 55 495 FEET 6245 DIAL WAY RECOMMENDED ADVANCE WARNING SIGN SPACING 55 605 660 60 570 FEET DISTANCE BETWEEN SIGNS 60 660 720 65 645 FEET CAMPBELL, CA ROAD TYPE 65 715 780 70 730 FEET A B C 70 770 840 75 820 FEET URBAN (LOW SPEED)- 25 MPH OR LESS 100 FEET 100 FEET 100 FEET NOTE.See TableA URBAN (HIGH SPEED)— MORE THAN 25 MPH TO 40 MPH 250 FEET 250 FEET _ 250 FEET • Posted speed, off—peak 85th percentile speed prior to starting, 81 1 O for Sign,Cone Specmg URBAN (HIGH SPEED)— MORE THAN 40 MPH 350 FEET 350 FEET 350 FEET or the anticipated operation speed. 1 DRAWING NUMBER r : aTaPerLengm: RURAL 500 FEET _ 500 FEET 500 FEET •• i REVIEWED( AS NOTED)BY EXPRESSWAY/FREEWAY 1000 FEET 1500 FEET 2640 FEET For other offset widths, apply the formula In table A-1. REVISION 5 OF 33 DATE /_/20 Know what's below. PERMIT# Call before PROJECT INSPECTOR MAY MODIFY you dig. 2 FIELD CONDITIONS DICTATE FILE wwE TRAFFIC CONTROL PLANS AS 811 SHOO-2Z7-2600 9220887 NOTE TO CONTRACTOR: IFBE SIDEWALK AND/OR ANY ETE TRAFFIC ARE TO RESI AND/OR AFFECTED, USE THE FOLLOWING SIGNS TO BLOCK AND REDIRECT FOOT TRAFFIC. SCOW((USED ® TABLE A-2 CROSS FOE RECOMMENDED ADVANCE WARNING SIGN SPACING APPROVAL NOTE: 18'x42'(STANDARD) R9-11A 20'x32'(MIN.) DISTANCE BETWEEN SIGNS at Q } 36'x36'(STANDARD) A B C ROAD TYPE Q(` R9-JA URBAN (LOW SPEED)- 25 MPH OR LESS 100 FEET 100 FEET 100 FEET MAINTENANCE DIG LOCATION TO BE URBAN (HIGH SPEED)- MORE THAN 25 MPH TO 40 MPH 250 FEET 250 FEET 250 FEET URBAN (HIGH SPEED)- MORE THAN 40 MPH 350 FEET 350 FEET 350 FEET DETERMINED BY AT&T CONTRACTOR RURAL 500 FEET 500 FEET 500 FEET dW EXPRESSWAY/FREEWAY 1000 FEET 1500 FEET 2640 FEET AT TIME OF REQUIRED EXCAVATION -' m-Q g '.-----------....t 1...1 gi a z o I wI 3 =I m — MH73-310 � o § W21-38 N20-I g S B 7 6 103 „B_, SHOWER ROAD y5 MGM -I- Q SE RCM( §. •d AHFAD MEAD 7, a 310 FT FROM/ r �` COI Rdv SB76-103 TO - 150' MIN L S S S DIG SITE 2 215 FT FROM - MH73-310 TO yR • DIG SITE 1 asset 1 1 0 D' DRIVEWAY CJD� NO. DATE REVISION SIDEWALK ISSUED FOR1 1 1 1 1 1 0����� 1 0 12/17/9(113atm ✓... �/� LANDSCAPE-Ii N21-5B 14'20-Ii 1 02/10/2014 NJW YH LOCAIONS LANDSCAPE LANDSCAPE V////J O - O 2 02/11/2014 CITY PERMITS WORK AREA DRIVEWAY SIDEWALK SIDEWALK DRIVEWAY 1%///.1 DRIVEWAY SIDEWALK GJ0A 0 0 0 o e o 0 0 o IN e oko� o o v o \_ o " 0 0 o IN 0 0 0 o e o 0 o a 4- MARATHON DR /- WORK AREA 4- MARATHON DR "s MARATHON DR -4 DRIVEWAY SIDEWALK PROJECT NUMBER: 13059 LANDSCAPE LA"SIDEWALK 5DSCDEWALK DRIVEWAY SIDEWALK"" SIDEWALK"" SIDENA INSTALLED BY: ITC 1 1 DATE: 02/11/2014 1 1 1 '� 1 1 t o / S N o 3 cc 02 ROOD DRAFTED BY: ITC o J READ DATE: 02/11/2014 SCALE: NTS I .L__ II,. W L.,, I — Q ' THIS DRAWING HAS BEEN ISSUED a�' TO THE OWNER FOR HIS EXCLUSIVE ;, USE, AND ONLY REPRESENTS THE r; Z Dn STATE OF THE PROJECT AS OF THE B 0 p LAST REVISION. NO NSOTHER USES J \ OR HAVE AUTHORIZEDREPRODU BOY BLAIR PARK BEEN SERVICES OR THE LISTED OWNER. g TABLE A ENGINEER 3 / I MINIMUM RECOMMENDED DELINEATOR AND SIGN PLACEMENT LANDSCAPE TABLE A-3 ITC SIDEWALK TABLE A- 1TAPER LENGTH AND BUFFER SPACE USE IN TYPICAL APPLICATIONS DIAGRAMS Service TAPER LENGTH CRITERIA FOR TEMPORARY TRAFFIC CONTROL ZONES TYPE OF TAPER TAPER LENGTH STOPPING SIGHT DISTANCE AS Group, Inc. r i LENGTH OF TAPER 'L' IN FEET A FUNCTION OF SPEED UPSTREAM TAPERS E MERGING TAPER L MINIMUM Speed In Width of Speed in F, SHIFTING TAPER 1/2 L MINIMUM Miles Offset•• MPH• Distance SHOULDER TAPER 1/3 L MINIMUM per Hour* 11 Feet 12 Feet 20 115 FEET 91 .5' TWO—WAY TRAFFIC TAPER 50 FEET MINIMUM DOWNSTREAM TAPERS 20 73 80 25 155 FEET (USE IS OPTIONAL) 100 FEET MAXIMUM 25 115 125 30 200 FEET 30 165 180 35 250 FEET TRAFFIC CONTROL 35 225 245 40 305 FEET 6245 DIAL WAY FORMULA FOR TAPER LENGTH `L' 40 293 320 45 360 FEET 45 495 540 50 425 FEET CAMPBELL, CA -�"� I t 50 550 600 55 495 FEET N 41>Ii L = WS2 (40 MPH OR LESS) L = WS (45 MPH OR GREATER) 55 605 660 60 570 FEET I I 60 60 660 720 65 645 FEET 811 . NOTE:See Table A L = TAPER LENGTH IN FEET 65 715 780 70 730 FEET 70 770 840 75 820 FEET / DRAWING NUMBER:for Sign Cone Spacing. W = WIDTH OF OFFSET IN FEET and Taper Lengths S = SPEED IN MPH • Posted speed, off—peak 85th percentile speed prior to starting, Know what's below. REVISION C REVIEWED( AS NOTED)BY: or the anticipated operation speed. Cell before oU dl . 6 O F 3 3 DATE I_I20_ Y 9 PERMITr: •• For other offset widths, apply the formula in table A-1. 2RE IMME: PROJECT INSPECTOR MAY MODIFY 81 1/800-227-2600 TRAFFIC CONTROL PLANS AS FIELD CONDITIONS DICTATE 9220887 NOTE CONTRACTOR, IFT TO OSIDEWALKAND/OR ANY PEDESTRIAN TRAFFIC ARE TO BE Rts AND AFFECTED, USE THE FOLLOWING SIGNS TO BLOCK AND REDIRECT FOOT TRAFFIC. MENU CLOSED CAMS HERE 18'x42'(STANDARD) at&t R9—17A T6,,36',(STANDARD) _ Ut\.JMt TABLE A-2 R9=.TA RECOMMENDED ADVANCE WARNING SIGN SPACING DISTANCE BETWEEN SIGNS ROAD TYPE A B C URBAN (LOW SPEED)— 25 MPH OR LESS 100 FEET 100 FEET 100 FEET MN, URBAN (HIGH SPEED)- MORE THAN 25 MPH TO 40 MPH 250 FEET 250 FEET 250 FEET u{' URBAN (HIGH SPEED)- MORE THAN 40 MPH 350 FEET 350 FEET 350 FEET RURAL 500 FEET 500 FEET 500 FEET EXPRESSWAY/FREEWAY 1000 FEET 1500 FEET 2640 FEET 155 FT FROM MH90-536 TO P.1011 W21-56 W20-1 W16-1 RIGHT /// ROAD SHARE SHOULDER WORK CLOSED AHEAD THE AHEAD ROAD 150' MIN L S S S DIG SITE i - No. B>A1E REVISION 0MH90 - 536 I 02/100/2014 0/17/2013 @`OR WADY NFYI MN IOCATIONS SHOULDER 2 02/11/2014CITY PERMITS CLOSED C30A PROJECT NUMBER: 13059 SIDEWALK SIDEWALK 0 f� C30A-I SIDEWALK W16-1-1 W21-5B1- W20-1-I o SIDEWALK 0 0 0 oI p o 0 0 0 00900U 0 0 0 L) () H) o o 0 0 0 0 e 0 0 0 INSTALLED BY: ITC WORK AREA r DATE: 02/11/2014 DRAFTED BY: ITC -1 -/ W LATIMER AVE DATE: 02/11/2014 SCALE: NTS SIDEWALK SIDEWALK SIDEWALK SIDEWALK SIDEWALK THIS DRAWING HAS BEEN ISSUED TO THE OWNER FOR HIS EXCLUSIVE USE, AND ONLY REPRESENTS THE TABLE A STATE OF THE PROJECT AS OF THE LAST REVISION. NO OTHER USES MINIMUM RECOMMENDED DELINEATOR AND SIGN PLACEMENT ( .--- OR REPRODUCTIONS HAVE BEEN TABLE A-3 AUTHORIZED BY BLAIR PARK SERVICES OR THE LISTED OWNER. TAPER LENGTH AND BUFFER SPACE Ct TABLE A- USE IN TYPICAL APPLICATIONS DIAGRAMS ry TAPER LENGTH CRITERIA FOR TEMPORARY TRAFFIC CONTROL ZONES 3 ROAD Ncam: Q 7 STOPPING SIGHT DISTANCE AS WORK TYPE OF TAPER TAPER LENGTH 3 ROAD LENGTH OF TAPER 'L' IN FEET A FUNCTION OF SPEED >- AHEAD UPSTREAM TAPERS I WORK Seed In Width of Speed in a CC ITC MERGING TAPER L MINIMUM P SHIFTING TAPER 1/2 L MINIMUM O �� Distance W20-1 Miles Offset" MPH• w ~ Service SHOULDER TAPER 1/3 L MINIMUM I— per Hour' 11 Feet 12 Feet 20 115 FEET N Z TWO—WAY TRAFFIC TAPER 50 FEET MINIMUM O Y W20-1 20 73 80 25 155 FEET ≥ Group, Inc. DOWNSTREAM TAPERS a > J 25 115 125 30 200 FEET (USE IS OPTIONAL) 100 FEET MAXIMUM o w 30 165 180 35 250 FEET O a O N o 35 225 245 40 305 FEET (i DRAWING TITLE N FORMULA FOR TAPER LENGTH 'L' 40 293 320 45 360 FEET 45 495 540 50 425 FEET 50 550 600 55 495 FEET 55 605 660 60 570 FEET TRAFFIC CONTROL L = WSZ (40 MPH OR LESS) L = WS (45 MPH OR GREATER) 60 660 720 65 645 FEET 60 65 715 780 70 730 FEET 6245 DIAL WAY L = TAPER LENGTH IN FEET 70 770 840 75 820 FEET CAMPBELL CA W = WIDTH IN MPH • p OF OFFSET IN FEET S = SPEED speed, f p percentile speed prior to starting, 81 or the eanticipated operation 5speed. o 1 •• For other offset widths, apply the formula In table A-1. NOTE:See Table A for Sign,Cone Spacing, DRAWING NUMBER: and Taper Lengths Know what's below. REVIEWED( AS NOTED)BY: Call before you dig. REVISION 7 OF 33 DATE. / /20_ PERMIT# 811/800-227-2600 ^ FILE NAME PROJECT INSPECTOR MAY MODIFY 2 9220887 TRAFFIC CONTROL PLANS AS FIELD CONDITIONS DICTATE 9 2 2 0 8 8 7 NOTE TO W LK DCOOR: IF RESTRICTED AND/OR NDANY PFECTE, THE ARE TO BE AND/OR AFFECTED, USE THE FOLLOWING SIGNS TO BLOCK AND REDIRECT FOOT TRAFFIC. I SPEWS CL0SED ® ROAD f� \ —�— WORK `�` a°SS MEE AHEAD ia'xs2'(STANDARD) o I W21-5B W20-1 at&t 20'x32'(BIN.) 3 }l 36'x36'(STANDARD) W20-I -I R9-JA W w W16-1 RIGHT ROAD M H 7 3 - 4 4 8 SHRIGHT OULDER V1 SHARE SHOULDER WORK u Q THE CLOSED AHEAD m CLOSED ROAD AHEAD CLOSED AHEAD 0 S _ S S ---" --- --Q 3 D W21-5B L '5p' CO M/ N SHOULDER CLOSED VIRGIN 1 T A W16-1 W21-58 W20-1 SIDEWALK c\ � C30A� VE ° O j� SID EWA�K ° u J AEI VI a �I ° F RE 4 `KORKgO O ,` O ° J3EF SIDEWALK .04 TABLE A sloE�pv� MINIMUM RECOMMENDED DELINEATOR AND SIGN PLACEMENT y SIDEWALK TABLE A-3 TABLE A-1 TAPER LENGTH AND BUFFER SPACE USE IN TYPICAL APPLICATIONS DIAGRAMSNO. DATE PENSION TAPER LENGTH CRITERIA FOR TEMPORARY TRAFFIC CONTROL ZONES � STOPPING SIGHT DISTANCE AS 0 tI2/7/2013 ISSUED FOR RDAEW TYPE OF TAPER TAPER LENGTH 4 2 o2/n7�au HEYli LOCATIONS GOY PEAIIR UPSTREAM TAPERS LENGTH OF TAPER 'L' IN FEET A FUNCTION OF SPEED SHIFTING TAPER 1 2MERGING TAPER L 1NLMUM MNIMUM S/rE O £ 9,QI 4, Speed in Width of Speed In Distance / N OR Miles Offset.* MPH• SHOULDER TAPER 1/3 L MINIMUM 170 F �� per Hour' TWO—WAY TRAFFIC TAPER 50 FEET MINIMUM Ali-03 T FRO : 11 Feet 12 Feet 20 115 FEET DOWNSTREAM TAPERS 0/ -44 M �4 20 73 80 25 155 FEET PROJECT NUMBER: 13059 (USE IS OPTIONAL) 100 FEET MAXIMUM C' S/TE TO ® V� 25 115 125 30 200 FEET INSTALLED BY: ITC 30 165 180 35 250 FEET FORMULA FOR TAPER LENGTH `L' 35 225 245 40 305 FEET DATE: 02/11/2014 O 40 293 320 45 360 FEET 45 495 540 50 425 FEET DRAFTED BY: ITC O p 50 550 600__ 55 _ 495 FEET L = WSZ (40 MPH OR LESS) L = WS (45 MPH OR GREATER) O �9 55 605 660 60 570 FEET DATE: 02/11/2014 60 !� 60 660 720 _ 65 645 FEET L = TAPER LENGTH IN FEET O 65 715 780 70 730 FEET SCALE: NTS W = WIDTH OF OFFSET IN FEET S = SPEED IN MPH o O N • Posted speed, off—peak 85th percentile speed prior to starting, THIS DRAWING HAS BEEN ISSUED O° or the anticiO pated operation speed. TUSE. AND ONLY THE OWNER F REPROR IESENTS THE 4'' •• For other offset widths, apply the formula in table A-1. STATE OF THE PROJECT AS OF THE TABLE A-2 O LAST REVISION. NO OTHER USES OR REPRODUCTIONS HAVE BEEN RECOMMENDED ADVANCE WARNING SIGN SPACING O SERVICES AUTHORIZED THE BST PARK ORLISTED OWNER. DISTANCE BETWEEN SIGNS O ROAD TYPE A B C O,-'5.. O ENGINEER URBAN (LOW SPEED)- 25 MPH OR LESS 100 FEET 100 FEET 100 FEET 0 L71 „A URBAN (HIGH SPEED)- MORE THAN 25 MPH TO 40 MPH 250 FEET 250 FEET 250 FEET k.P O ITC 'T URBAN (HIGH SPEED)- MORE THAN 40 MPH 350 FEET 350 FEET 350 FEET ' p '^ RURAL 500 FEET 500 FEET 500 FEET F Tip'PO O Service EXPRESSWAY/FREEWAY 1000 FEET 1500 FEET 2640 FEET O O M H 7 3 - 4 4 9 Group, Inc. O O DRAWING TIRE: O SIDEWALK O APPROVAL NOTE: o ~ VIRGINA AVE TRAFFIC CONTROL sy °9 O CDG'OO - z 6245 DIAL WAY eDSe2) ° ° 0 0 0 0 0 0 0 0 o ° CAMPBELL, CA MAINTENANCE DIG LOCATION TO BE 'N'N'-'9° ID WALK DETERMINED BY AT&T CONTRACTOR 811 . \---WORK AREA NOTE C TableA AT TIME OF REQUIRED EXCAVATION 1 for Sign Cone Spacing S , DRAWING NUMBER: and Taper Lengths REVIEWED( AS NOTED)BY Know what's b@IOW. REVISION 8 OF 33 DATE. I_I20_ CBII before you dig. 2 FlLE NAME PERMIT#. AFIC INSPECTOR OLPLANS MODIFY 81 I/800_- 7"2600 9220887 TRAFFIC CONTROL AS 71 7 FIELD CONDITIONS DICTATE NOTE TO CONTRACTOR: IF SIDEWALK AND/OR ANY PEDtS IRWJ TRAFFIC ARE TO BE RES IKICTED AND/OR AFFECTED, USE THE FOLLOWING SIGNS TO BLOCK AND REDIRECT FOOT TRAFFIC. IONS MERE 18'x4Y(STANDARD) at&t t R9-11A 20-xJ2-(MIN.) 36'x36-(STANDARD) R9-JA b TO MH : 72-32 M H 7 2 — 3 1 / 227 FT FROM 305 FT FROM DIG SITE 2 TO MH72-32 No. DATE FUSION OM TO 0 12/17/7013 ISSUED FOR REAR DIG SITE 1 SHOULDERt o 2/°1177° /1u WV/BR LOCATIONS CLOSED T2 o�i 1/7014 CITY PE RYAS M I.V� 0 CJOA 1- WORK AREA CAPE DIG SITE 1 DIG SITE 2 cQ n n n m E :NE — CJOA 4—^ PROJECT NUMBER: 13059 - ~ - O0 - INSTALLED BY: ITC _ - 4 H 4- - DATE: 02/11/2014 2 DRAFTED BY: ITC • DATE: 02/11/2014 z SCALE: NTS 0 - - -4 THIS E _____ SAN TOMAS EXPY TO THE OWNER FOR HIS EXCLUSIVE USE, AND ONLY REPRESENTS THE STATE OF THE LASST REVISION.PROJECT OF THE OTHER USES BIKE LANE OR REPRODUCTIONS HAVE BEEN W AUTHORIZED BY BLAIR PARK LANDSCAPE L.Li SERVICES OR THE LISTED OWNER. TABLE A TABLE A-2 "� MINIMUM RECOMMENDED DELINEATOR AND SIGN PLACEMENT TABLE A-3 RECOMMENDED ADVANCE WARNING SIGN SPACING ITC DISTANCE BETWEEN SIGNS TAPER LENGTH AND BUFFER SPACE ROAD TYPE Service TABLE A— 1 USE IN TYPICAL APPLICATIONS DIAGRAMS B URBAN (LOW SPEED)- 25 MPH OR LESS 100 FEET 100 FEET 100 FEET TAPER LENGTH CRITERIA FOR TEMPORARY TRAFFIC CONTROL ZONES STOPPING SIGHT DISTANCE AS Group, Inc. LENGTH OF TAPER 'L' IN FEET A FUNCTION OF SPEED URBAN (HIGH SPEED MORE THAN 25 MPH TO 40 MPH 250 FEET 250 FEET 250 FEET TYPE OF TAPER TAPER LENGTH URBAN (HIGH SPEED)- MORE THAN 40 MPH 350 FEET 350 FEET 350 FEET UPSTREAM TAPERS Speed in Width of Speed In RURAL 500 FEET 500 FEET 500 FEET MERGING TAPER L MINIMUM Miles Offset.. MPH• Distance EXPRESSWAY/FREEWAY 1000 FEET 1500 FEET 2640 FEET ()ROW LE SHIFTING TAPER 1/2 L MINIMUM per Hour* 11 Feet 12 Feet 20 115 FEET SHOULDER TAPER 1/3 L MINIMUM 20 73 80 25 155 FEET TWO—WAY TRAFFIC TAPER 50 FEET MINIMUM DOWNSTREAM TAPERS 25 115 125 30 200 FEET (USE IS OPTIONAL) 100 FEET MAXIMUM 30 165 180 35 250 FEET APPROVAL NOTE: TRAFFIC CONTROL 35 225 245 40 305 FEET 6245 DIAL WAY FEET FORMULA FOR TAPER LENGTH 'L' 40 293 320 45 360 FEET CAMPBELL, CA 50 550 600 55 495 FEET 55 605 660 60 570 FEET MAINTENANCE DIG LOCATION TO BE 811 . L = WS2 (40 MPH OR LESS) L = WS (45 MPH OR GREATER) 60 660 720 65 645 FEET 1 NOTE See TableA 60 65 715 780 70 730 FEET DETERMINED BY AT&T CONTRACTOR / for Sign,Cone Spacing, 70 770 840 75 820 FEET DRAM NUMBER and Taper Lengths L = TAPER LENGTH IN FEET Know what's below. REVIEWED( AS NOTED)BY W = WIDTH OF OFFSET IN FEET • Posted speed, off—peak 85th percentile speed prior to starting, AT TIME OF REQUIRED EXCAVATION Call before you dig. REVISION 9 OF 33 DATE 1_120_ S = SPEED IN MPH or the anticipated operation speed. PERMIT* FIE NAME: PROJECT INSPECTOR MAY MODIFY •• For other offset widths, apply the formula in table A— 21. 811/800-227-2600 2 TRAFFIC CONTROL PLANS AS FIELD CONDITIONS DICTATE 9220887 NOTE TO CONTRACTOR. IF SIDEWALK AND/OR ANY PEDtSIRWJ TRAFFC ARE TO BE RtT IHICTED AND/OR AFFECTED, USE THE FOLLOWING SIGNS TO BLOCK AND REDIRECT FOOT TRAFFIC. APPROVAL O //, L NOTE: ma.8 ® N K V H CAMS HERE 18x42(STANDARD) ul at A R9—"" 38%,36"(STANDARD) MAINTENANCE DIG LOCATION TO BE ; o �/y/V� La 5 R9-3A DETERMINED BY AT&T CONTRACTOR AT TIME OF REQUIRED EXCAVATION 1 t Q� RoADN W i > 3 ≤ W21-5B RO AM N"2�' Q WORK1-1 AHEAD 0 TA - M H 7 2 — 3 2 RIGHT TO MH: 72-31 AHEADb S S S L 227 FT FROM 150' MIN MH72-32 TO SHOULDER DIG SITE 2 1 1 LANDSCAPE NDSCgpE LANDSCAPECAA M W21-5g •` WIi-1 ` WORK AREA OA-{ LANDSCAPE O 0 NO. DATE RENSgN .. .. .. .. .. .. .. _ n n W20-I 0 ,12/17/201L LAVED FOR REVIEW () 1 02/10/7014 NEW 1W LOGTICNS I- 4- SAN TOMAS EXPY 4- 4- 2 02/1112014 coy PERYOS 4- 4- 4- PROJECT NUMBER: 13059 0 INSTALLED BY: ITC _ DATE: 02/11/2014 • p -I -I -I _ DRAFTED BY: ITC SAN TOMAS EXPY _ DATE: 02/11/2014 0 -I " -I SCALE: NTS BIKE LANE o LANDSCAPE THIS DRAWING HAS BEEN ISSUED TO THE OWNER FOR HIS EXCLUSIVE W LANDSCAPE USE, AND ONLY REPRESENTS THE 1.1.1STATE OF THE PROJECT AS OF THE 1 t t LAST REVISION. NO OTHER USES (/7 TABLE A OR REPRODUCTIONS HAVE BEEN AUTHORIZED BY BLAIR PARK MINIMUM RECOMMENDED DELINEATOR AND SIGN PLACEMENT TABLE A-3 1.,.1 SERVICES OR THE USTED OWNER. TAPER LENGTH AND BUFFER SPACE > TABLE A- USE IN TYPICAL APPLICATIONS DIAGRAMS Q ENGINEER STOPPING SIGHT DISTANCE AS 0 LENGTH OF TAPER 'L' TAPER LENGTH CRITERIA FOR TEMPORARY TRAFFIC CONTROL ZONES IN FEET A FUNCTION OF SPEED 0 TYPE OF TAPER TAPER LENGTH _ ITC UPSTREAM TAPERS Speed in Width of Speed In MMERGING TAPER L MINIMUM Miles Offset•• MPH• Distance r Service SHIFTING TAPER 1/2 L MINIMUM per Hour• / 11 Feet 12 Feet 20 115 FEET SHOULDER TAPER 1/3 L MINIMUM 20 73 80 25 155 FEET Group, Inc. TWO—WAY TRAFFIC TAPER 50 FEET MINIMUM 25 115 125 30 200 FEET W DOWNSTREAM TAPERS 0 30 165 180 35 250 FEET (USE IS OPTIONAL) 100 FEET MAXIMUM '.5 35 225 245 40 305 FEET = z < a'AVANG TIME o 40 293 320 45 360 FEET A 5 FORMULA FOR TAPER LENGTH 'L' 45 495 540 50 425 FEET `^ '^ 50 550 600 55 495 FEET 55 605 660 60 , 570 FEET TRAFFIC CONTROL 60 660 720 65 645 FEET 6245 DIAL WAY L = WSZ (40 MPH OR LESS) L = WS (45 MPH OR GREATER) TABLE A-2 65 715 780 70 730 FEET 60 7O 770 840 75 820 FEET RECOMMENDED ADVANCE WARNING SIGN SPACING CAMPBELL, CA L = TAPER LENGTH IN FEET DISTANCE BETWEEN SIGNS W = WIDTH OF OFFSET IN FEET • Posted speed, off—peak 85th percentile speed prior to starting, ROAD TYPE S = SPEED IN MPH or the anticipated operation speed. A B C •• For other offset widths, apply the formula in table A-1. URBAN (LOW SPEED)— 25 MPH OR LESS 100 FEET 100 FEET 100 FEET NOTE See Table A URBAN (HIGH SPEED)— MORE THAN 25 MPH TO 40 MPH 250 FEET 250 FEET 250 FEET 811 ° for and T Sign.Cone Spacing, URBAN (HIGH SPEED)— MORE THAN 40 MPH 350 FEET 350 FEET 350 FEET I DRAWING NUNBER: and Taper Lengths REVIEWED( AS NOTED)BY RURAL _ 500 FEET 500 FEET 5OO FEET REVISION 10 OF 33 EXPRESSWAY/FREEWAY 1000 FEET 1500 FEET 2640 FEET DATE / /20_ Know what's below. PERMIT% you s Call before di . 2 FiLE NAME PROJECT INSPECTOR MAY MODIFY9220887 IELDC CONTROL ICTA AS h11/800-227-2600 FIELD CONDITIONS DICTATE NOTE IF SI roL DR: SIDEWALK AND/OR NDANY ECTE TRAFFIC ARE N BE RES MICTED AND/OR AFFECTED.IF USE THE FOLLOWING SIGNS TO BLOCK AND REDIRECT FOOT TRAFFlC. p C A \TALMOSS ME ® MINIMUM RECOMMENDED DEELLIN!ATOR AND SIGN PLACEMENT TABLE A—3 18"x42"(STANDARD) TAPER LENGTH AND BUFFER SPACE at&t l Q t R9-lIA 20'x32'(AIIN.) USE IN TYPICAL APPLICATIONS DIAGRAMS 36"x36'(STANDARD) TABLE A- 1 STOPPING SIGHT DISTANCE AS R9-3A TAPER LENGTH CRITERIA FOR TEMPORARY TRAFFIC CONTROL ZONES LENGTH OF TAPER 'L' IN FEET A FUNCTION OF SPEED APP O VA E \O T E: TYPE OF TAPER TAPER LENGTH Speed in Width of Speed In Distance UPSTREAM TAPERS Mlles Offset•• MPH• MERGING TAPER L MINIMUM per Hour' SHIFTING TAPER 1/2 L MINIMUM 11 Feet 12 Feet 20 115 FEET SHOULDER TAPER 1/3 L MINIMUM 20 73 80 25 155 FEET MAINTENANCE DIG LOCATION TO BE TWO-WAY TRAFFIC TAPER 50 FEET MINIMUM 25 115 125 30 200 FEET DOWNSTREAM TAPERS 30 165 180 35 250 FEET (USE IS OPTIONAL) 100 FEET MAXIMUM 35 225 245 40 305 FEET DETERMINED BY AT&T CONTRACTOR 40 293 320 45 360 FEET FORMULA FOR TAPER LENGTH 'L' 45 495 540 50 425 FEET J AT TIME OF REQUIRED EXCAVATION 50 550 600 55 495 FEET 1 55 605 660 60 570 FEET 60 660 720 65 645 FEET L = WSZ (40 MPH OR LESS) L = WS (45 MPH OR GREATER) 65 715 780 70 730 FEET 60 70 770 840 75 820 FEET L = TAPER LENGTH IN FEET • Posted speed, off—peak 85th percentile speed prior to starting, W = WIDTH OF OFFSET IN FEET S = SPEED IN MPH or the anticipated operation speed. •• For other offset widths, apply the formula in table A-1. TO MH: 98- 6 375 FT FROM SB76-160 TO NO. DATE REVISION Z . DIG SITE 1 0 2/17�7DIt � at F E W* I 02/10/2014 KIN WI LOCATENS to i 0 2 02/11/2014, CRY PEWITS 17 a N o SB76 - 160 W F- 1 � AHEAD —WORK a '. I--1 Q PROJECT NUMBER: 13059 I if \ DRIVEWAY SHOULDER "yo-' SHOULDER aosEO INSTALLED BY: ITC CLOSED 1 t C30A 0 I— DATE: 02/11/2014 SIDEWALK r/� PARKING C30A IM DRAFTED BY: ITC a PARKING C30A 0 O PARKING PARKING PARKING / (N 4.— CAPRI DR ° o�o 0 0 0 0 0 0 o �+ a 0 0 0 0 0 0 0 0 0 o GAdo 0 0 0 0 0 0 0� o a 0 a/ a o ,— DATE: 02/11/2014 WORK AREA DIG SITE / I DIG SITE 2 CAPRI DR -4o• SCALE: NTS r PARKING PARKING Z R1 DR SIDEWALK TO THE OWNER FOR HIS EXCLUSIVE THIS DRAWING HAS BEEN ISSUED Y REPRESENTS THE C AP ' STATE OF D THE LPROJECT AS OF THE LAST REVISION. NO OTHER USES a OR REPRODUCTIONS HAVE BEEN AUTHORIZED BY BLAIR PARK SERVICES OR THE LISTED OWNER. LJJ 1 \ 1 to W o ENGINEER tA TABLE A-2 ITC RECOMMENDED ADVANCE WARNING SIGN SPACING = DISTANCE BETWEEN SIGNS SenTlce ROAD TYPE o A B C Group, Inc. z URBAN (LOW SPEED)- 25 MPH OR LESS 100 FEET 100 FEET 100 FEET _ I URBAN (HIGH SPEED)- MORE THAN 25 MPH TO 40 MPH 250 FEET 250 FEET 250 FEET URBAN (HIGH SPEED)- MORE THAN 40 MPH 350 FEET 350 FEET 350 FEET DRAW T11LE RURAL 500 FEET 500 FEET 500 FEET _ Y EXPRESSWAY/FREEWAY 1000 FEET 1500 FEET 2640 FEET \Fri TRAFFIC CONTROL 6245 DIAL WAY CAMPBELL, CA NOTE See Table A 81 1 for Sign,Cone Spacing, DRAWNG NUMBER and Taper Lengths REVIEWED( AS NOTED)BY DATE 20_ Know what's below. REVISION 1 1 O F 3 3 PERMIT A Call before PROJECT INSPECTOR MAY MODIFY you dig. FILE N4,E: TRAFFIC CONTROL PLANS AS FIELD CONDITIONS DICTATE 811/800-?27-2600 2 9220887 NOTE TO CONTRACTOR: IF SIDEWALK AND/OR ANY PELIRIJ. TRAFFIC ARE TO BE RtSIRICTED AND/OR AIRECT USE THE FOLLOWING SIGNS TO BLOCK AND REDIRECT FOOT TRAFFIC. 90.1Y/R=ED ® , nal- Ga5S IFIE \�— iH"x4Y(STANDARD) at&t w R9—flA 20'x72"(MIN.) (V/�J`1}` 36"x36"(STANDARD) R9-3A APPROVAL NOTE: MAINTENANCE DIG LOCATION TO BE DETERMINED BY AT&T CONTRACTOR TO MH : 76- 160 AT TIME OF REQUIRED EXCAVATION 407 FT FROM I CC MH98-6 TO M H 9 8 - 6 W161 W21 W201 U a DIG SITE 2 RIGHT ROAD I— ROAD SHOULDER WORK WORK i SHARE Q T Z s THE AHEADD AHEAD N0. DATE REVISION ROAD 0 12/17/2013 ISSUED FOR REVIEW 1 02/10/7014 NEW NH LOCATNNIS 150" MIN L S S S 2 02/11/2014 CITY PEWS W20-1 Q O a SHOULDER = SHOULDER CLOSED T ♦ CLOSED__„„) 1 PROJECT NUMBER: 13059 C30 C30A O PARKING C30A O to 9 0 0 0 0 0 0 0 -0 0 0 PARKING 0 0 © O O O O 0 O O 6 o- PpARKIO //QL� C) p\pWOQAR® - 9 9 9 0 0 0 O f�J°R=TI O U ft PARKING W16-1d0 w21-5Bd0 W20-1d o 2o 1d0 INSTALLED BY: ITC o DR DATE: 02/11/2014 Z PARKING PARKING DRAFTED BY: ITC DATE: 02/11/2014 a TABLE A T SCALE: NTS MINIMUM RECOMMENDED DELINEATOR AND SIGN PLACEMENT it TABLE A-3 LJ TAPER LENGTH AND BUFFER SPACE Li C) USE IN TYPICAL APPLICATIONS DIAGRAMS THIS DRAWING HAS BEEN ISSUED OR HIS EXCLUSIVE Cr) TABLE A-1 y STOPPING SIGHT DISTANCE AS• rUUSE, AND ONLY THE OWNER FREPRESENTS THE TAPER LENGTH CRITERIA FOR TEMPORARY TRAFFIC CONTROL ZONES 'O LENGTH OF TAPER 'L' IN FEET A FUNCTION OF SPEED STATE OF THE PROJECT AS OF THE -o ROAD LAST REVISION. NO OTHER USES TYPE OF TAPER TAPER LENGTH A WORK OR REPRODUCTIONS HAVE BEEN UPSTREAM TAPERS i y HOD Speed in Width of SpeedIn Distance AUTHORIZED BY BLAIR PARK MERGING TAPER L MINIMUM cr ' Miles Offset MPH* SERVICES OR THE LISTED OWNER. per Hour* SHIFTING TAPER 1/2 L MINIMUM C) 4 vn� 11 Feet 12 Feet 20 115 FEET SHOULDER TAPER 1/3 L MINIMUM 20 73 80 25 155 FEET: TWO—WAY TRAFFIC TAPER 50 FEET MINIMUM 25 115 125 30 200 FEET DOWNSTREAM TAPERS 30 165 180 35 250 FEET (USE IS OPTIONAL) 100 FEET MAXIMUM 35 225 245 40 305 FEET ITC ?p 40 293 320 45 360 FEET FORMULA FOR TAPER LENGTH 'L' 45 495 540 550 5 425 FEET Service 50 550 600 55 495 FEET 55 605 660 60 570 FEET Group, Inc. 60 660 720 65 645 FEET L = Z (40 MPH OR LESS) L = WS (45 MPH OR GREATER) 65 715 780 70 730 FEET 70 770 840 75 820 FEET 1 L = TAPER LENGTH IN FEET Posted speed, off peak 85th percentile speed prior to starting, W = WIDTH OFFSET IN FEET S = SPEED IN MPH or the anticipated operation speed.4-, \ TRAFFIC CONTROL - For other offset widths, apply the formula in table A-1. 6245 DIAL WAY TABLE A-2 CAMPBELL, CA RECOMMENDED ADVANCE WARNING SIGN SPACING NOTE:See Table A DISTANCE BETWEEN SIGNS for Sign,Cone Spacing. ROAD TYPE 811 o A B C 1 and Taper Lengths URBAN (LOW SPEED)— 25 MPH OR LESS 100 FEET 100 FEET 100 FEET i DRAWING NUMBER' REVIEWED( AS NOTED)BY URBAN (HIGH SPEED)— MORE THAN 25 MPH TO 40 MPH 250 FEET 250 FEET 250 FEET REVISION DATE. 1_120_ URBAN (HIGH SPEED)— MORE THAN 40 MPH 350 FEET 350 FEET 350 FEET Know what's below. 2 0 F 3 3 PRRMITA PROJECT INSPECTOR MAY MODIFY RURAL 500 FEET 500 FEET _ 500 FEET Call before you dig. TRAFFIC CONTROL PLANS AS EXPRESSWAY/FREEWAY 1000 FEET 1500 FEET 2640 FEET FILE NAME: CONDITIONS DICTATE 2 X I I'800-227-20009220887 NOTE TO CONTRACTOR: IF SIDEWALK AND/OR ANY PEDESTRIAN TRAFFIC ARE TO BE RESTRICTED AND/OR AFFECTED, USE THE FOLLOWING SIGNS TO BLOCK AND REDIRECT FOOT TRAFFIC. -.11 USED MOM MS 18"x42"(STANDARD) R9-11A 20"x32"(MIN.) at&t t 36'x36"(STANDARD) R9-JA TABLE A-2 TO MH : 98-5 RECOMMENDED ADVANCE WARNING SIGN SPACING DISTANCE BETWEEN SIGNS ROAD TYPE A B C URBAN (LOW SPEED)- 25 MPH OR LESS 100 FEET 100 FEET 100 FEET URBAN (HIGH SPEED)- MORE THAN 25 MPH TO 40 MPH 250 FEET 250 FEET 250 FEET URBAN (HIGH SPEED)- MORE THAN 40 MPH 350 FEET 350 FEET 350 FEET 398 FT TO RURAL 500 FEET 500 FEET 500 FEET MH98-5 FROM 1000 FEET 1500 FEET 2640 FEET DIG SITE 2 No. DATE REVISION 0 12/17/2013 ISSUED FOR RFVIFW 1 X11/20 4 rfwCITY IS MH98 - 6 DONS I- 407 FT FROM Q MH98-6 SITE TO PROJECT NUMBER: 13059 DIG1 SHOULDER CLOSED 0 INSTALLED BY: ITC ~ DATE: 02/11/2014 PARKING i PARKING CJOA PARKING ����,,33 DRAFTED BY: ITC 0 0 08 t:) 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 �Y\ 0 0 0 0c0 '0 0 0 0 0 0 0 0 0 0 0 0 0 see ��® 0 0 0 0 , WORK AREA CAPRI DR `DIG SITE 1 4 . \-DIG SITE 2 DATE: 02/11/2014 -/ 0 SCALE: NTS /' PARKING PARKING PARKING (,' THIS DRAWING HAS BEEN ISSUED TO THE OWNER FOR HIS EXCLUSIVE USE, AND ONLY REPRESENTS THE 0 STATE OF THE PROJECT AS OF THE TABLE A TABLE A-3 LAST REVISION. NO OTHER USES OR REPRODUCTIONS HAVE BEEN AUTHORIZED BY BLAIR PARK SERVICES OR THE USTED OWNER. MINIMUM RECOMMENDED DELINEATOR AND SIGN PLACEMENT TAPER LENGTH AND BUFFER SPACE L.L.I USE IN TYPICAL APPLICATIONS DIAGRAMS w STOPPING SIGHT DISTANCE AS cn TABLE A- 1 LENGTH OF TAPER 'L' IN FEET A FUNCTION OF SPEED -Et-CHEER TAPER LENGTH CRITERIA FOR TEMPORARY TRAFFIC CONTROL ZONES Speed in Width of Speed in Distance APPPOVAL NOTE:TYPE OF TAPER TAPER LENGTH Mlles Offset•• MPH• UPSTREAM TAPERS ITC MERGING TAPER L MINIMUM per Hour• 11 Feet 12 Feet 20 115 FEET Service SHIFTING TAPER 1/2 L MINIMUM 20 73 80 25 155 FEET SHOULDER TAPER 1/3 L MINIMUM 25 115 125 30 200 FEET MAINTENANCE DIG LOCATION TO BE Group, Inc. TWO—WAY TRAFFIC TAPER 50 FEET M MINIMUM 30 165 180 35 250 FEET DOWNSTREAM TAPERS 35 225 245 40 305 FEET (USE IS OPTIONAL) 100 FEET MAXIMUM 40 293 320 45 360 FEET DETERMINED BY AT&T DRAM TM-E 45 495 540 FORMULA FOR TAPER LENGTH 'L' 50 550 600 55_ 495 FEET 425 FEET AT TIME OF REQUIRED EXCAVATION 55 55 605 660 60 570 FEET 60 660 720 65 645 FEET TRAFFIC CONTROL 65 715 780 _ 70 730 FEET L = WSZ (40 MPH OR LESS) L = WS (45 MPH OR GREATER) 70 770 840 75 820 FEET 6245 DIAL WAY SO CAMPBELL, CA L = TAPER LENGTH IN FEET • Posted speed, off—peak 85th percentile speed prior to starting, W = WIDTH OF OFFSET IN FEET or the anticipated operation speed. S = SPEED IN MPH •• For other offset widths, apply the formula in table A-1. 811 • NOTE.See Table A for Sign,Cone Spacing, 1 DRAWING NUMBER: and Taper Lengths / REVIEWED( AS NOTED)BY REVISION 13 OF 33 DATE zo Know what's below. PERMIT# PROJECT INSPECTOR MAY MODIFY CaII before you dig. ^ FILE NAME TRAFFIC CONTROL PLANS AS L 9 2 FIELD CONDITIONS DICTATE 81 1/800-227-2600 NOSE TO CONTRACTOR: IF R AND/OR ANY PEDts. TRAFFIC ARE TO BE RESTRICTED AND/OR AFFECTED, USE THE FOLLOWING SIGNS TO BLOCK AND REDIRECT FOOT TRAFFIC. a1D6 IEREIfP� V 16'x42"(STANDARD) a t^(�[x_t R9-11A 2O'x32"(MIN.) 36'x36"(STANDARD) R9-3A APPROVAL NOTE: TABLE A-2 ,e°' RECOMMENDED RECOMMENDED ADVANCE WARNING SIGN SPACING /?' DISTANCE BETWEEN SIGNS MAINTENANCE DIG LOCATION TO BE ROAD TYPE A B C DETERMINED BY AT&T CONTRACTOR URBAN (LOW SPEED)- 25 MPH OR LESS 100 FEET 100 FEET 100 FEET URBAN (HIGH SPEED)- MORE THAN 25 MPH TO 40 MPH 250 FEET 250 FEET 250 FEET URBAN (HIGH SPEED)- MORE THAN 40 MPH 350 FEET 350 FEET 350 FEET AT TIME OF REQUIRED EXCAVATION RURAL 500 FEET 500 FEET 500 FEET EXPRESSWAY/FREEWAY 1000 FEET 1500 FEET 2640 FEET TO MH : 98- 6 4:o -r° 398 FT FROM d z o MH98-5 TO W2o-I W21-5B W2O-1 NO. DATE RENTER DIG SITE 2 D 12/17/2013 ISSUED FOR RENEW i Li1 ≤ j W16-1 ® 1 D2!]0/ 14 ?MY MN LOCATIONS ERES 2 > I 2 02lA1/2[111 CITY PERMITS a o 6 EWE d TIE N IOb = G ° ° 150' MIN LJ L S S S Q A20-I a M H 9 8 - 5 • PROJECT NUMBER: 13059 • 1 1 CJOA e INSTALLED BY: ITC 2,1 .` t c3oA DATE: 02/11/2014 4> O C30A O C30A d \ -----_ C30A- SIDEWALK 1416-1-I 0 W21-5B-j o W2O-1 do I- CJOA SIDEWALK SIDEWALK 0 € O 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 '���� 0 0 0 ° o 0 0 OCT 0 U ° ® ° DRAFTED BY: ITC M 0 0 0 0 0 CAPRI AVE ry- WORK AREA ~ CAPRI DR DATE: 02/11/2014 CAPRI DR -I -I -► SCALE: NTS • O PARKING SIDEWALK x Z SIDEWALK SIDEWALK SIDEWALK - DRIVEWAY- p THIS DRAWING HAS BEEN ISSUED TO THE OWNER FOR HIS EXCLUSIVE USE, AND ONLY REPRESENTS THE 0 4 STATE OF THE PROJECT AS OF THE S 'i LAST REVISION. NO OTHER USES 4, OR REPRODUCTIONS HAVE BEEN IZED BY BLAIR PARK 0 Q SERVICES ROR THE LISTED OWNER. A 37 TABLE A F La i \ 70 MINIMUM RECOMMENDED DELINEATOR AND SIGN PLACEMENT c � NLI C 70 vi 1TABLE A- 1 TABLE A-3 ITC TAPER LENGTH AND BUFFER SPACE (n TAPER LENGTH CRITERIA FOR TEMPORARY TRAFFIC CONTROL ZONES USE IN TYPICAL APPLICATIONS DIAGRAMS Service TYPE OF TAPER TAPER LENGTH UPSTREAM TAPERS STOPPING SIGHT DISTANCE AS MERGING TAPER L MINIMUM LENGTH OF TAPER 'L' IN FEET A FUNCTION OF SPEED Group, Inc. SHIFTING TAPER 1/2 L MINIMUM Speed in Width of Speed In SHOULDER TAPER 1/3 L MINIMUM Mlles Offset MPH. Distance TWO—WAY TRAFFIC TAPER 50 FEET MINIMUM per Hour* DRAWl/K TIRE DOWNSTREAM TAPERS 11 Feet 12 Feet 20 115 FEET (USE IS OPTIONAL) 100 FEET MAXIMUM 20 73 80 25 155 FEET 25 115 125 30 200 FEET FORMULA FOR TAPER LENGTH 'L' 30 165 245 35 250 FEET FEET TRAFFIC CONTROL 40 293 320 45 360 FEET 6245 DIAL WAY 45 495 540 50 425 FEET CAMPBELL, CA L = WSZ (40 MPH OR LESS) L = WS (45 MPH OR GREATER) 50 550 600 55 495 FEET 60 55 605 660 60 570 FEET 60 660 720 65 645 FEET L = TAPER LENGTH IN FEET 65 715 780 70 730 FEET NOTE See Table A W = WIDTH OF OFFSET IN FEET 81 1 o S = SPEED IN MPH 70 770 840 75 620 FEET I r ign.Cone Spacing. DRAWING NUMBER: and Taper Lengths • Posted speed, off—peak 85th percentile speed prior to starting, REVIEWED( AS NOTED)BY: or the anticipated operation speed. Know what's below. REVISION 14 O F 3 3 DATE. 1 120_ PERMIT# •• For other offset widths, apply the formula in table A-1. Call before you dig. FILE NAME PROJECT INSPECTOR MAY MODIFY TRAFFIC CONTROL PLANS AS FIELD CONDITIONS DICTATE S I I/800-227-2600 9220887 NOTE TO CONTRACTOR, IF SIDEWALK AND/OR ANY PEDESTRIAN TRAFFIC ARE TO BE RtsiNitiW AND/OR AFFECTED, USE THE FOLLOWING SIGNS TO BLOCK AND REDIRECT FOOT TRAFFIC. / / TABLE A-2 ��� SOOPLIC=ED ® / / RECOMMENDED ADVANCE WARNING SIGN SPACING aoal~ieE DISTANCE BETWEEN SIGNS 1B.x42.(STANDARD) A B C / ROAD TYPE R9—IM p ( ) / URBAN (LOW SPEED)— 25 MPH OR LESS 100 FEET 100 FEET 100 FEET at&t Je'x36.(STANDARD) / / URBAN (HIGH SPEED)— MORE THAN 25 MPH TO 40 MPH 250 FEET 250 FEET 250 FEET URBAN (HIGH SPEED)— MORE THAN 40 MPH 350 FEET 350 FEET 350 FEET / RURAL 500 FEET 500 FEET 500 FEET / EXPRESSWAY/FREEWAY 1000 FEET 1500 FEET 2640 FEET 11 / / Mill / / APPROVAL NOTE: / / / / MAINTENANCE DIG LOCATION TO BE /-§) / DETERMINED BY AT&T CONTRACTOR M H 7 2 — 12 3 /q- / AT TIME OF REQUIRED EXCAVATION c., / 202 FT FROM /1 / 7 4" MH72-123 TO A DIG SITE 2 / / — M H 81 — 31 1 _N3 Wlo-1 0= S+bIADER R76-1 RK.TIT ROAD Ni). 12/DA:1J 5AIFD REVISION Fy' � / / JJ �pFell 1 SHIRE CLOSED NWORK 1 02/JO/��1114 NEW D LLIGiEIN5 F ygc,F ti O O O -rotiJ TIE 2 02/11/2D14 an RETnE1s ,1, 1 / 150' MIN L S It "°"D S S 'YOA O O O ID 1 DC 41E 2 /IRIVEYWAY PROJECT NUMBER: 13059 170 FT FROM � SIDEWALK ry SIDEWALK gIDryA� 51INSTALLED BY: ITC DEWALK MH81-311 TO /% LANDSCAPE 1 \ Im-5ej w2o-1 i tANDSCAPE y DIG SITE i E0000f ® ° tA"° E DATE: 02/11/2014 �u�=, U Z•J ITT If LI W16 t i e ♦. DRAFTED BY: ITC "NI ~ HACIENDA AVE - - - - DATE: 02/11/2014 r HACIENDA AVE ♦ '�" SCALE: NTS r LANDSCAPE THIS DRAWING HAS BEEN ISSUED / T' Ste, / \ TO THE OWNER FOR HIS EXCWSIVE USE./ ,O / SIDEWALK SIDEWALK LANDSCAPE STATE OFD THE LPROJECT ASY OF THE DRIVEWAY DRIVEWAY SIDEWALK LAST REVISION. NO OTHER USES �v SIDEWALK 1DRIVEwArI OR REPRODUCTIONS HAVE BEEN /6,...44/ � / TABLE A-3 IF AUTHORIZED BY BWR PARK OWNER. SERVICES OR THE LISTED OWNER. TAPER LENGTH AND BUFFER SPACE . �� USE IN TYPICAL APPLICATIONS DIAGRAMS ENCEImt C /V� / .' TABLE A STOPPING SIGHT DISTANCE AS T I \� / MINIMUM RECOMMENDED DELINEATOR AND SIGN PLACEMENT LENGTH OF TAPER 'L' IN FEET A FUNCTION OF SPEED / �, TABLE A-1 perla es Width of Speed in Distance ITC C• / / Miles Offset** MPH• Service TAPER LENGTH CRITERIA FOR TEMPORARY TRAFFIC CONTROL ZONES 11 Feet 12 Feet 20 115 FEET Group, Inc. / 20 73 80 25 155 FEET Y� / tT TYPE OF TAPER TAPER LENGTH UPSTREAM TAPERS 25 115 125 30 200 FEET / MERGING TAPER L MINIMUM 30 165 180 35 250 FEET SHIFTING TAPER 1/2 L MINIMUM 35 225 245 40 305 FEET IrtIE / SHOULDER TAPER 1/3 L MINIMUM 40 293 320 45 360 FEET DRAWING / / TWO-WAY TRAFFIC TAPER 50 FEET MINIMUM 45 495 540 50 425 FEET DOWNSTREAM TAPERS 50 550 600 55 495 FEET (USE IS OPTIONAL) 100 FEET MAXIMUM 55 605 660 60 570 FEET TRAFFIC CONTROL 60 660 720 65 645 FEET 6245 DIAL WAY FORMULA FOR TAPER LENGTH 'L' 65 715 7 780 70 730 FEET 820 FEET CAMPBELL, CA • Posted speed, off—peak 85th percentile speed prior to starting, 811 L = W52 (40 MPH OR LESS) L = WS (45 MPH OR GREATER) or the anticipated operation speed. 60 •• For other offset widths, apply the formula In table A-1. NOTE:See Table A L = TAPER LENGTH IN FEET DRAWING USER for Sign,Cone Spacing, and Taper Lengths W = WIDTH OF OFFSET IN FEET REVIEWED( AS NOTED)BY: S = SPEED IN MPH Know what's below. REVISION 15 OF 33 DATE._/_/20_ Call before PERMITC you dig. RE NAME PROJECT INSPECTOR MAY MODIFY2 TRAFFIC CONTROL PLANS AS FIELD CONDITIONS DICTATE 81 1/800-227-2600 9220887 • NOTE TO CONTRACTOR: IF SIDEWALK AND/OR ANY PEDES IHLW TRAFFC ARE TO BE RGS IRICTED AND/OR AFFECTED, USE THE FOLLOWING SIGNS TO BLOCK AND REDIRECT FOOT TRAFFIC. SPESSJI CLOSED *11 CMS WE I8'x42"(STANDARD) R9-IIA 20'x02'(MIN.) 38'x38"(STANDARD) APPROVAL NOTE: at&t R9-JA k, MAINTENANCE DIG LOCATION TO BE a DETERMINED BY AT&T CONTRACTOR A AT TIME OF REQUIRED EXCAVATION TABLE A-2 RECOMMENDED ADVANCE WARNING SIGN SPACING DISTANCE BETWEEN SIGNS ROAD TYPEA T �`p URBAN (LOW SPEED)- 25 MPH OR LESS 100 FEET 100 BFEET 100 FEET I O J D: 81 — 1 1 9 URBAN (HIGH SPEED)- MORE THAN 25 MPH TO 40 MPH 250 FEET 250 FEET 250 FEET URBAN (HIGH SPEED)- MORE THAN 40 MPH 350 FEET 350 FEET 350 FEET RURAL 500 FEET 500 FEET 500 FEET EXPRESSWAY/FREEWAY 1000 FEET 1500 FEET 2640 FEET NO. DATE REVISION 0 12/17)2013 ISSUED FOR REV 1 02/)0/2014 NEW UN I°CA1� 2 07/11/2014 CITY PRIES 0 S B 8 1 - 1 1 8 200 FT FROM I- DIG SITE 1 TO- < PROJECT NUMBER: 13059 225 FT FROM SB81-119 SB81-118 TO SHOULDERINSTALLED BY: ITC DIG SITE 2 CLOSED CI DATE: 02/11/2014 I- DRIVEWAY �/rvg % // ,,,,,,,,: CODA DRAFTED BY: ITC SIDEWALK SIDEWALK ' ,/ CODA SIDEWALK N. cti CI RR F 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o o 0 0 0 0 0 0 0 0 0 0 DATE: 02/11/2014 \� '+ i.Il WORK AREA WIG SITE 1 DIG SITE 2 O c, -4 / KNOWLES DR '4 Z SCALE: NTS THIS DRAWING HAS BEEN ISSUED / LANDSCAPE OTO THE OWNER FOR HIS EXCLUSIVE USE, AND ONLY REPRESENTS THE STATE OF THE PROJECT AS OF THE P� LAST REVISION. NO OTHER USES 0 OR REPRODUCTIONS HAVE BEEN V AUTHORIZED BY BWR PARK �43i 1=oy SERVICES OR THE LISTED OWNER. le' TABLE A w - - - MINIMUM RECOMMENDED DELINEATOR AND SIGN PLACEMENT (/) � TABLE A-3 TABLE A— 1 TAPER LENGTH AND BUFFER SPACE US ITC e. E IN TYPICAL APPLICATIONS DIAGRAMS c`.v W TAPER LENGTH CRITERIA FOR TEMPORARY TRAFFIC CONTROL ZONES Service o ≥ STOPPING SIGHT DISTANCE AS a TYPE OF TAPER TAPER LENGTH LENGTH OF TAPER 'L' IN FEET A FUNCTION OF SPEED Group, Inc. UPSTREAM TAPERS / MERGING TAPER L MINIMUM Speed In Width of Speed in 1 1 < SHIFTING TAPER 1/2 L MINIMUM Miles Offset•• MPH. Distance c,z SHOULDER TAPER 1/3 L MINIMUM per Hour' DRAWING TIRE 11 Feet 12 Feet 20 115 FEET TWO—WAY TRAFFIC TAPER 50 FEET MINIMUM 5 DOWNSTREAM TAPERS 20 73 80 - 25 155 FEET (USE IS OPTIONAL) 100 FEET MAXIMUM 25 115 125 _ 30 200 FEET 30 165 180 35 250 FEET TRAFFIC CONTROL 305 FEET FORMULA FOR TAPER LENGTH 'L' 35 225 245 _ 40 360 FEET 6245 DIAL WAY 45 495 540 50 425 FEET 50 550 600 55 495 FEET CAMPBELL, CA 55 605 660 60 570 FEET L = W52 (40 MPH OR LESS) L = WS (45 MPH OR GREATER) 60 660 720 65 645 FEET 60 65 _ 715 780 70 730 FEET L = TAPER LENGTH IN FEET 840 75 820 FEET 811 . NOTE:See Table A 70 770 for Sign,Cone Spacing. W = WIDTH OF OFFSET IN FEET DRAWING NUMBER: and Taper Lengths S = SPEED IN MPH • Posted speed, off—peak 85th percentile speed prior to starting. REVIEWED( AS NOTED)BY. or the anticipated operation speed. REVISION 16 OF 33 Know what's below. DATE / Ito_ •• For other offset widths the formula In table A-1. PERMITT: , apply Call before you dig. w,ME, PROJECT INSPECTOR MAY MODIFY IELDC CCONDITIONS ROL NSDICTA AS 2 FILE 9220887 FIELD CONDITIONS DICTATE 811/800-227-2600 NOTE TO CONTRACTOR: IF SIDEWALK AND/OR ANY PEDESTRIAN TRAFFIC ARE TO BE RtSIItICTED AND/OR AFFECTED,, USE THE FOLLOWING SIGNS TO BLOCK AND REDIRECT FOOT TRAFFIC. WEDDLE CLOSED CGS iDE 16'x42"(STANDARD) APPROVAL NOTE: / / at&t R9-11A 20'x32'(MIN.) / / 36'x36"(STANDARD) R9-3A MAINTENANCE DIG LOCATION TO BE / / DETERMINED BY AT&T CONTRACTOR / a AT TIME OF REQUIRED EXCAVATION / / / /�� / TO SB: 81 - 1 1 8 / / Rao / OZt R Ito BbRK !� S B 81 - 1 1 9 W2,-5B k Q ikz0. Q r, /�� / Si) 200 FT FROM WI6-I O / w t SB81-1 1 9 TO SHARE SCLLOSED DRIVEWAY ER / = DIG SITE 1 THE AIDED a 150' MIN L S ROAD S S ,` Q r r NO. DATE REVISION 3 SHOULDER CLO i �� V 4 lit p-1 y 0 19/17/2013 ISSUED FOR RETIES 1 07/10/9014 NEW NH LOCATIONS Lt ' Ilt YT2 2 02/11/2014 CITY PERMITS 0 DRIVEWAY In I_ %/ C30A � / SIDEWALK C30A SIDEWALK WI6-1 021-5B —_ CO so O 0 0 0 D e e N WORK AREA KNOWLES DR 4- KNO*1E�D� PROJECT NUMBER: 13059 O -, 1-/ - - INSTALLED BY: ITC Z LANDSCAPE LANDSCAPE ,I DATE: 02/11/2014 DOE*A ..•. DRAFTED BY: ITC CD SID WALK DATE: 02/11/2014 D 4/i i ? T r ? SCALE: NTS La La / r�(J) TO THE OWNER FOR HIS EXCLUSIVE USE, AND ONLY REPRESENTS THE / STATE OF THE PROJECT AS OF THE / �Q ,q lf°4 LAST REVISION. NO OTHER USES OR REPRODUCTIONS HAVE BEEN U 3z AUTHORIZED BY BLAIR PARK TABLE A ,J/ O SERVICES OR THE LISTED OWNER. MINIMUM RECOMMENDED DELINEATOR AND SIGN PLACEMENT / s DJ ENGINEER TABLE A- 1 / r� �� TAPER LENGTH CRITERIA FOR TEMPORARY TRAFFIC CONTROL ZONES TABLE A-3 i/ ITC TYPE OF TAPER TAPER LENGTH / V/ Service TAPER LENGTH AND BUFFER SPACE UPSTREAM TAPERS USE IN TYPICAL APPLICATIONS DIAGRAMS MERGING TAPER L MINIMUM S� Group, Inc. SHIFTING TAPER 1/2 L MINIMUM STOPPING SIGHT DISTANCE AS / / SHOULDER TAPER 1/3 L MINIMUM LENGTH OF TAPER 'L' IN FEET A FUNCTION OF SPEED TWO—WAY TRAFFIC TAPER 50 FEET MINIMUM DOWNSTREAM TAPERS Speed in Width of Speed inDRAWING ME: Distance (USE IS OPTIONAL) 100 FEET MAXIMUM Miles Off set" MPH' / / per Hour' 11 Feet 12 Feet 20 115 FEET FORMULA FOR TAPER LENGTH 'L' 20 115 125 25 155 FEET TRAFFIC CONTROL - 30 165 180 35 250 FEET 6245 DIAL WAY 35 225 245 40 305 FEET TABLE A-2 40 293 320 45 360 FEET CAMPBELL, CA L = wsz (40 MPH OR LESS L = WS 45 MPH OR GREATER 60 ) ( GREATER) 45 495 540 50 425 FEET RECOMMENDED ADVANCE WARNING SIGN SPACING L = TAPER LENGTH IN FEET 50 550 600 __— 55 495 FEET DISTANCE BETWEEN SIGNS 811 c W = WIDTH OF OFFSET IN FEET 55 605 660 60 570 FEET ROAD TYPE NOTE:See Table A 60 660 720 65 645 FEET A B C S = SPEED IN MPH URBAN (LOW SPEED)- 25 MPH OR LESS 100 FEET 100 FEET 100 FEET for Sign.Cone Spacing, 65 715 780 70 730 FEET DRAWING RUNNER: and Taper Lengths — URBAN (HIGH SPEED)- MORE THAN 25 MPH TO 40 MPH _ 250 FEET 250 FEET 250 FEET i 70 770 840 75 820 FEET REVIEWED(_AS NOTED)BY: - URBAN (HIGH SPEED)- MORE THAN 40 MPH 350 FEET 350 FEET 350 FEET REVISION 17 OF 33 RURAL 500 FEET 500 FEET 500 FEET Know what's below. DATE / rzo_ ' Posted speed, off—peak 85th percentile speed prior to starting, PERMITR: __/ EXPRESSWAY/FREEWAY 1000 FEET 1500 FEET 2640 FEET Call before you PROJECT INSPECTOR MAY MODIFY or the anticipated operation speed. dig. ^ ALE NAME: TRAFFIC CONTROL PLANS AS 1 FIELD CONDITIONS DICTATE " For other offset widths, apply the formula in table A-1. 811/800-227-2600 9220887 NOTE TO CONTRACTOR, IF SIDEWALK AND/OR ANY PEDtS IKIAN TRAFFIC ARE TO BE RES IKICTED AND/OR AFFECTED. USE THE FOLLOWING SIGNS TO BLOCK AND REDIRECT FOOT TRAFFIC. I*1 -A CLOSED -4-- MSS IDE 18"x42'(STANDARD) APPROVALR9-11A 20'x32'(MIN.) NOTE: at&t 36'x38"(STANDARD) R9-3A TABLE A-2 MAINTENANCE DIG LOCATION TO BE rsnli RECOMMENDED ADVANCE WARNING SIGN SPACING DETERMINED BY AT&T CONTRACTOR f DISTANCE BETWEEN SIGNS ROAD TYPE AT TIME OF REQUIRED EXCAVATION a 0 C \ URBAN (LOW SPEED)- 25 MPH OR LESS 100 FEET 100 FEET 100 FEET N URBAN (HIGH SPEED)- MORE THAN 25 MPH TO 40 MPH 250 FEET 250 FEET 250 FEET 'v, 0 TO 1711-I: 78-09 URBAN (HIGH SPEED)- MORE THAN 40 MPH 350 FEET 350 FEET 350 FEET i RURAL 500 FEET 500 FEET 500 FEET RDA ORK EXPRESSWAY/FREEWAY 1000 FEET 1500 FEET 2640 FEET AHEAD 4 77 Z. W20-1 rn 375 FT FROM M H 21 2 DIG TO MH78-09 278 FT FROM LANE _ 3 MH212 TO CLOSED , T 0 DIG SITE 2 I— g. DRIVEWAY C30 Q SIDEWALK SIDEWALK �// SIDEWALK O e SIDEWALK %/A BIKE LANE Y/ ' %A - WORK AREA DIG SITE 1 -DIG SITE 2 •' C30- �' 0 4- REVISION 4 �D n n —O_D—Off- O—p_ CO- 1- 8-8 O C1 O O O O O @-� 0-0 0-O {�fl 7 O -E-O O O OHO O-O- W u W u [��) " - I- 0 12/17/2013 ISSUED FOR nywW ,- I 02/71/7014 yfw NH L0CAn6NS — 2 02/11/7014 COY FERMIS -► -1 W CAM PBELL AVE -I -► FLASH WARNING SIGN -4 -I 'I _ _ _ _ 0• SIDEWALK SIDEWALK SIDEWALK SIDEWA SIDEWALK BIKE LANE - z PROJECT NUMBER: 13059 INSTALLED BY: ITC ------->'-\ 1 (7i 1 1 DATE: 02/11/2014 '2:ROADI t d ROADLa ROAD 0 0 DRAFTED BY: ITC WORK 0w AHE O .RK wORK a w DATE: 02/11/2014 N SCALE: NTS I- N Q W20-1 N Q O W20-1 W20-1 O 3 0 Z N THIS DRAWING HAS Ct I < J Y TO THE OWNER FOR H S EXCLUEEN SIVE Q 3 J , USE, AND ONLY REPRESENTS THE I o W ;�; STATE OF THE PROJECT AS OF THE 71Q LAST REVISION. NO OTHER USES OR REPRODUCTIONS BEEN AUTHORIIZED BY BLAIR PARK W J SERVICES OR THE LISTED OWNER. J TABLE A ENGINEER MINIMUM RECOMMENDED DELINEATOR AND SIGN PLACEMENT TABLE A-3 TAPER LENGTH AND BUFFER SPACE ITC USE IN TYPICAL APPLICATIONS DIAGRAMS TABLE A-1 STOPPING SIGHT DISTANCE AS Service TAPER LENGTH CRITERIA FOR TEMPORARY TRAFFIC CONTROL ZONES LENGTH OF TAPER 'L' IN FEET A FUNCTION OF SPEED Group, Inc. TYPE OF TAPER TAPER LENGTH Y UPSTREAM TAPERS Speed In Width of Speed in Distance MERGING TAPER L MINIMUM Mlles Offset MPH. per Hour• SHIFTING TAPER 1/2 L MINIMUM 11 Feet 12 Feet 20 115 FEET DRAWING STU SHOULDER TAPER 1/3 L MINIMUM 20 73 80 25 155 FEET TWO—WAY TRAFFIC TAPER 50 FEET MINIMUM 25 115 125 30 200 FEET DOWNSTREAM TAPERS 30 165 180 35 250 FEET (USE IS OPTIONAL) 100 FEET MAXIMUM 35 225 245 40 305 FEET TRAFFIC CONTROL 40 293 320 45 360 FEET FORMULA FOR TAPER LENGTH 'L' 45 495 540 50 425 FEET 6245 DIAL WAY 50 550 600 55 495 FEET CAMPBELL, CA 55 605 660 60 570 FEET 60 660 720 65 645 FEET L = WSZ (40 MPH OR LESS) L = WS (45 MPH OR GREATER) 65 715 780 70 730 FEET 60 70 770 840 75 820 FEET NOTE See Table A 811 o for Sign ConeSpaaog, L = TAPER LENGTH IN FEET 1 and Taper Lengths W = WIDTH OF OFFSET IN FEET • Posted speed, off—peak 85th percentile speed prior to starting, ./ DRAWING NUMBER: REVIEWED( AS NOTED)BY. S = SPEED IN MPH or the anticipated operation speed. REVISION 18 OF 33 DATE- I_I20_ •• For other offset widths, apply the formula in table A-1. Know what's below. PERMIT#' PROJECT INSPECTOR MAY MODIFY a before you dig. FILE NAND TRAFFIC CONTROL PLANS AS FIELDFIELD CONDITIONS DICTATE 811,800-227-2600 9220887 NOTE TO CONTRACTOR: IF R AND/OR ANY FECTE1,UAN TRAFFIC ARE ITO N BE RESTRICTED AND/OR AFFECTED, USE THE FOLLOWING SIGNS TO BLOCK AND REDIRECT FOOT TRAFFIC. MEWS CLOITT ® I I ` I I DROSS s as 18'x42'(STANDARD) xI I at&t (STANDARD)R9-11A 20'1,32" N.) I I i.).„136"x38' R9-3A II 0 t w a TO M H : 212 Ill ROAD Q woRK AHEAD o I I z l i 3 I Q o w20-5R W20-1 Q W20-1 (n y W42R Z 3 ROAD (' W — MH78 - 09 5 Iti •IGHT LAN WORK N L II375 FT FROM 150' MIN UDIG7 SIE9 1T0 cLoI I I II— t, S, 111SIDEWAIII STOt1vgUC wzD-1 DRIVEWAY C3O'{ t7° . W20-OR SIDEWALK W4-2R �IK LANE O SIDEWALK .- �' ._-. .-- -i---E) --o-&-o�\L R FLASH WARNING SIGN 4.. W CAMPBELL AVE WORK AREA __ C ) _ NO. DATE REVISION _ 0 12/17/7013 ISSUED FOR RFNFW 1 02/]10/2p014 WIN NH IcSAIKN5 • _� — 2 02,41/2014 CII?PERMITS O W CAMPBELL AVE r z_ _ _ -/ -/ - - - - -► .4 - PROJECT NUMBER: 13059 O SIDEWALK ■ INSTALLED BY: ITC 5100 14-' w DATE: 02/11/2014 1 1 1 1 'S t 1 T I APPROVAL NOTE: DRAFTED BY: ITC DATE: 02/11/2014 I I Cl_ I I ROAD MAINTENANCE DIG LOCATION TO BE SCALE: NTS WORK Q I I �° DETERMINED BY AT&T CONTRACTOR TOHTMDRAWING WNER FOR HIS EXCLUSIVE � USE,N7t�T THIS E OFDTHE LPROJECT AS OF THE Y REPRESENTS E TABLE A I I I I ; AT TIME OF REQUIRED EXCAVATION LAST REVISION. NO OTHER USES OR REPRODUCTIONS HAVE BEEN MINIMUM RECOMMENDED DELINEATOR AND SIGN PLACEMENT o 1 AUTHORIZED BY BLAIR PARK rn Z o SERVICES OR THE LISTED OWNER. ti TABLE A-1 I I "' I I TABLE A-3 ENGINEER: TAPER LENGTH CRITERIA FOR TEMPORARY TRAFFIC CONTROL ZONES TAPER LENGTH AND BUFFER SPACE TYPE OF TAPER TAPER LENGTH USE IN TYPICAL APPLICATIONS DIAGRAMS ITC UPSTREAM TAPERS STOPPING SIGHT DISTANCE AS MERGING TAPER L MINIMUM LENGTH OF TAPER 'L' IN FEET A FUNCTION OF SPEED Service SHIFTING TAPER 1/2 L MINIMUM SHOULDER TAPER 1/3 L MINIMUM Speed in Width of Speed in Distance Group, Inc. TWO—WAY TRAFFIC TAPER 50 FEET MINIMUM Miles Offset.. MPH* DOWNSTREAM TAPERS per Hour' 11 Feet 12 Feet 20 115 FEET (USE IS OPTIONAL) 100 FEET MAXIMUM 20 73 80 25 155 FEET DRAWNG T 25 115 125 30 200 FEET FORMULA FOR TAPER LENGTH 'L' 30 165 180 35 250 FEET 35 225 245 40 305 FEET 40 293 320 45 360 FEET TRAFFIC CONTROL 45 495 540 50 425 FEET 6245 DIAL WAY L = W52 (40 MPH OR LESS) L = WS (45 MPH OR GREATER) 50 550 600 55 495 FEET 60 TABLE A-2 55 605 660 60 570 FEET L = TAPER LENGTH IN FEET RECOMMENDED ADVANCE WARNING SIGN SPACING 60 660 720 65 645 FEET CAMPBELL, CA W = WIDTH OF OFFSET IN FEET DISTANCE BETWEEN SIGNS 65 715 780 70 730 FEET S = SPEED IN MPH ROAD TYPE 70 770 840 75 820 FEET 811 . A B C NOTE See Table A URBAN (LOW SPEED)— 25 MPH OR LESS 100 FEET 100 FEET 100 FEET • Posted speed, off—peak 85th percentile speed prior to starting, for Sign.Cone Spacing, URBAN (HIGH SPEED)— MORE THAN 25 MPH TO 40 MPH 250 FEET 250 FEET 250 FEET or the anticipated operation speed. _ P P DRAWING NUMBER: and Taper Lengths URBAN (HIGH SPEED)_— MORE THAN 40 MPH 350 FEET 350 FEET 350 FEET REVIEWED(_AS NOTED)BY: RURAL 500 FEET 500 FEET 500 FEET •" For other offset widths, apply the formula in table A-1. REVISION 19 OF 33 DATE / 120_ EXPRESSWAY/FREEWAY 1000 FEET 1500 FEET 2640 FEET Know what's bCIOW. PERMIT* Call beforeyou PROJECT INSPECTOR MAY MODIFY dig. TRAFFIC CONTROL PLANS AS FRE NAME FIELD CONDITIONS DICTATE 2 81 vsoa"-7-aeoo 9220887 NOTE TO CONTRACTOR: IF SIDEWALK AND/OR ANY ECTD,lIAN TRAFFIC ARE TO B BE RtSIKICTED AND/OR AFFECTED, USE THE FOLLOWING SIGNS TO BLOCK AND REDIRECT FOOT TRAFFIC. SIDUKK CLOSED ® TO MH : 76-7 �CR=NM � I"x4Y(STANDARD) at&t R9-11A 20'x32'(MIN) 36"x38"(STANDARD) R9-3A APPROVAL NOTE: ,n‘l MAINTENANCE DIG LOCATION TO BE DETERMINED BY AT&T CONTRACTOR AT TIME OF REQUIRED EXCAVATION ROAD WORK AHEAD W20-I w 3Y 4 OQ i SIDEWALK -1::::::::"" PARKING SIDEWALK 0 W CAMPBELL AVE /— H BIKE LANE -W CAMPBELL AVE ~ DAT 0 12/17/7013 ISSUED REFOR VISION EW 1- - - 4"' 1- N 1 02/11/2014 IOW AN ERMItSLOCATI NS 2 07/11/2014 CITY PERMITS 4 " Z ® O o L`u o�r0 ® °-� '�� °� W--e 0---0 -e-0 0 0�0- '- o o f�Q a PROJECT NUMBER: 13059 -+ Q O ° I- %// INSTALLED BY: ITC O OI O PIKE IANF BIKE LANE U 0 O 0 C30 rC� F WZO-1 I-no-5R FW4-2R 1 SIDEWALK BSIDEWALK WORK AR O BIKE LANE HIKE LANE SIDEWAIX DRIVEWAY SIDEWALK DIG SITE 1 a DATE: 02/11/2014 LANE FLASH WARNING SIGN ♦ //// LANE w DRAFTED BY: ITC CLOSED 1 1 / CLOSED W N DATE: 02/11/2014 C30 ROAD G30 SCALE: NTS I WORK S S S L 150' MIN AHEAD ROAD THIS DRAWING HAS BEEN ISSUED WORK •IGHT LAN yo-' 295 FT FROM TO THE OWNER FOR HIS EXCLUSIVE AHEAD CLOSED MH202 TO - - - USE, AND ONLY REPRESENTS THE AHEAD M H 202 STATE OF THE PROJECT AS OF THE DIG SITE LAST REVISION. NO OTHER USES W20-1 W20-SR W4-2R 3 j OR REPRODUCTIONS HAVE BEEN 0 o IZED BY BLAIR PARK SERVICES AUTHOR OR THE LISTED OWNER. i^ (/) 47, II TABLE A W ENGNFR TABLE A-3 MINIMUM RECOMMENDED DELINEATOR AND SIGN PLACEMENT TAPER LENGTH AND BUFFER SPACE LJ USE IN TYPICAL APPLICATIONS DIAGRAMS —) ITC TABLE A-1 STOPPING SIGHT DISTANCE AS Service TAPER LENGTH CRITERIA FOR TEMPORARY TRAFFIC CONTROL ZONES LENGTH OF TAPER 'L' IN FEET A FUNCTION OF SPEED TYPE OF TAPER TAPER LENGTH Speed in Width of Speed in Distance TABLE A-2 Group, Inc. UPSTREAM TAPERS Miles Offset** MPH* RECOMMENDED ADVANCE WARNING SIGN SPACING MERGING TAPER L MINIMUM per Hour* —11 Feet 12 Feet 20 115 FEET SHIFTING TAPER 1/2 L MINIMUM 20 73 80 25 155 FEET DISTANCE BETWEEN SIGNS DRONING DU: SHOULDER TAPER 1/3 L MINIMUM ROAD TYPE 25 115 125 30 200 FEET TWO—WAY TRAFFIC TAPER 50 FEET MINIMUM 30 165 180 35 250 FEET A B C DOWNSTREAM TAPERS URBAN (LOW SPEED)— 25 MPH OR LESS 100 FEET 100 FEET 100 FEET (USE IS OPTIONAL) 100 FEET MAXIMUM 35 225 245 40 305 FEET URBAN (HIGH SPEED)— MORE THAN 25 MPH TO 40 MPH 250 FEET 250 FEET 250 FEET TRAFFIC CONTROL 40 293 320 45 360 FEET URBAN (HIGH SPEED)— MORE THAN 40 MPH 350 FEET 350 FEET 350 FEET 45 495 540 50 425 FEET RURAL 500 FEET 500 FEET 500 FEET 6245 DIAL WAY FORMULA FOR TAPER LENGTH 'L' 50 550 600 55 495 FEET EXPRESSWAY/FREEWAY 1000 FEET 1500 FEET 2640 FEET 55 605 660 60 570 FEET CAMPBELL, CA 60 660 720 65 645 FEET L = 2 (40 MPH OR LESS) L = WS (45 MPH OR GREATER) 65 715 780 70 730 FEET 70 770 840 75 820 FEET NOTE:See Table A 60 811 c for Sign.Gone Spacing, L = TAPER LENGTH IN FEET • Posted speed, off—peak 85th percentile speed prior to starting, T DRAWING NUMBER: and Taper Lengths W = WIDTH OF OFFSET IN FEET or the anticipated operation speed. i REVIEWED( AS NOTED)BY: S = SPEED IN MPH REVISION 20 OF 33 DATE /_/20_ •• For other offset widths, apply the formula in table A-1. Know what's below. PERMIT D. PROJECT INSPECTOR MAY MODIFY Call before you dig. FILE NAHE: TRAFFIC CONTROL PLANS AS 2 FIELD CONDITIONS DICTATE $11/800-227-2600 9220887 , NOTE TO CONTRACTOR: IF SIDEWALK AND/OR ANY PEDLS IRAN TRAFFIC ARE TO BE RLS/RICTED AND/OR AFFECTED. USE THE FOLLOWING SIGNS TO BLOCK AND REDIRECT FOOT TRAFFIC. Cl SCOW=GED CA=HERE ® APPROVAL NOTE: °° 18"x42"(STANDARD) W R9-11A 20'32"(MIN.) ROADWORK . 0 at&t 36"x38"(STANDARD) AHEAD (/) T R9-3A MAINTENANCE DIG LOCATION TO BE I- LL.' b 2 W20-1 0 DETERMINED BY AT&T CONTRACTOR Z W 3 a AT TIME OF REQUIRED EXCAVATION `7J -1- 1 k, k, 1 T t I O Q SIDEWALK PARKING SIDEWALK / SIDEWALK 0 - BIKE LANE 4- 4- BIKE LANE -- O - _ - _ _ - _ - 4-E CAMPBELL AVE he- • O W CAMPBELL AVE -A M H 7 6 _ 7 ,LI ( R.-4-I O 0 -C9-8 0-9 -0-0 0 o-9-0-9-0 0 0 0 0 0-o--0--7- u u u u 0 10 t) 0 0 0 0 e o o 0—e- e o o--o -Er h 0-0 0 I-C30 0 0 // CD O O o FC3o O ° ( O O 0 0 0 0 0 O HIKE IANF . O O O° // , O NO DATE REHSION a > ( SIDEWALK SIDEWALK DRIVEWAY SIDEWALK O rfjj/� SIDEWALK 0 12/17/220131 014 ISSUED FOR RENEW Li DIG SITE 2 2 02/11/2014 IpCI1Y MR IOCADONS PFRYIIS LJ..I ≥ LANE DRIVEWAY I O WORK AREA LLJ o CLOSED Z (/) LANEso O CLOSED n h 030 TABLE A-2 313 FT FROM c30 ll T To PROJECT NUMBER: 13059 RECOMMENDED ADVANCE WARNING SIGN SPACING DISTANCE BETWEEN SIGNS TOMH DIG0 ROAD TYPE SITE 2 INSTALLED BY: ITC A B C I o DATE: 02/11/2014 1 URBAN (LOW SPEED)- 25 MPH OR LESS 100 FEET 100 FEET 100 FEET 0 52 T O M H , 0 URBAN (HIGH SPEED)- MORE THAN 25 MPH TO 40 MPH 250 FEET 250 FEET 250 FEET I El DRAFTED BY: ITC W URBAN (HIGH SPEED)- MORE THAN 40 MPH 350 FEET 350 FEET 350 FEET CO O o J RURAL 500 FEET 500 FEET 500 FEET L7, DATE: 02/11/2014 EXPRESSWAY/FREEWAY 1000 FEET 1500 FEET 2640 FEET Ct °o SCALE: NTS t/'1 TABLE A-3 I w < W THIS DRAWING HAS BEEN ISSUED TO THE OWNER FOR HIS EXCLUSIVE U USE. AND ONLY REPRESENTS THE TABLE A TAPER LENGTH AND BUFFER SPACE Z o STATE OF THE PROJECT AS OF THE MINIMUM RECOMMENDED DELINEATOR AND SIGN PLACEMENT USE IN TYPICAL APPLICATIONS DIAGRAMS LAST REVISION. NO OTHER USES OR REPRODUCTIONS HAVE BEEN STOPPING SIGHT DISTANCE AS AUTHORIZED BY BLAJR PARK TABLE A- 1 LENGTH OF TAPER 'L' IN FEET A FUNCTION OF SPEED SERVICES OR THE LISTED OWNER. TAPER LENGTH CRITERIA FOR TEMPORARY TRAFFIC CONTROL ZONES Speed Speed in Distance Mlles Offset** MPH* I ; N DIf.NEFR: TYPE OF TAPER TAPER LENGTH per Hour* 11 Feet 12 Feet 20 115 FEET ( UPSTREAM TAPERS MERGING TAPER L MINIMUM 20 73 80 25 155 FEET ITC SHIFTING TAPER 1/2 L MINIMUM 25 115 125 30 200 FEET SHOULDER TAPER 1/3 L MINIMUM 30 165 180 35 250 FEET I Service TWO-WAY TRAFFIC TAPER 50 FEET MINIMUM 35 225 245 40 305 FEET DOWNSTREAM TAPERS 40 293 320 45 360 FEET b Group, Inc. (USE IS OPTIONAL) 100 FEET MAXIMUM 45 495 540 50 425 FEET I O � I 50 550 600 55 495 FEET T FORMULA FOR TAPER LENGTH 'L' 55 605 660 60 570 FEET DRAWING 60 660 720 65 645 FEET 65 715 780 70 730 FEET Cn 70 770 840 75 820 FEET L = W --2 (40 MPH OR LESS) L = WS (45 MPH OR GREATER) I ::1.- TRAFFIC CONTROL 60 * Posted speed, off—peak 85th percentile speed prior to starting, gY or the anticipated operation speed. B 6245 DIAL WAY L = TAPER LENGTH IN FEET W = WIDTH OF OFFSET IN FEET 0* For other offset widths, apply the formula in table A-1. CAMPBELL, CA S = SPEED IN MPH NOTE:See Table A 811 o forr Sign,Cone Spacing. DRAWING NUMBER:d Taper Lengths / REVIEWED( AS NOTED)BY: Know what's below. REVISION 21 OF 33 DATE I 120_ PERMIT#. Call PROJECT INSPECTOR MAY MODIFY before you dig. FILE NAME TRAFFIC CONTROL PLANS AS 2 FIELD CONDITIONS DICTATE 811/800-227-2600 9220887 NOTE TO CONTRACTOR D IF RESTRLKICTED AND/OR ANY PFECTE, U TRAFFIC ARE TO IN I I I BE RESTRICTED AND/OR AFFECTED, USE THE FOLLOWING SIGNS TO BLOCK AND REDIRECT FOOT TRAFFIC. �\ / ® W �/ sn/a.R QM > La z rnms KW Q S 18"x42"(STANDARD) < J x W R9-11A 20"x32"(MIN.) J m % T O M H: 3 41 R 36"x36"(STANDARD) o W at�.J►� N 2 R9-3A m z 0_ I m ROAD Q WORK U _ 0 AHEAD T W {d� 3 gM. W V.20-I O w 1 11ki� 1 1 a SIDEWALK I LANDSCAPE SIDEWALK p WINCHESTER BLVD 4- 4- ~ 4-- M N r • r O [ _ Z -4 WINCHESTER BLVD BIKE LANE _ - SIDEWALK a I-H20_f a I-W21-58a I-W11-I SIDEWALK ° --- n n GI n n I1 O m n r. •• 0 NO. DATE REVISION SIDEWALK 0 12/17/7013 ISSUED FOR REVIEW SIDEWALK C30A DIG SITE 1 1 02/10/7014 NIW MN LOCATIONS V) 2 O2/11/20I4 CITY PERMITS Lii� WORK AREA LA Q 1 ROAD SHOULDER 3 1 1 ' '5 I'S 1 1 �► RHEA D CLOSED p a b PROJECT NUMBER: 13059 IrZ z0-' D3oA INSTALLED BY: ITC Q ^ s S S L 150' MIN ROAD RIGHT 5 WORK HOUWER W M H 8 4- 3 6 3 75 FT FROM DATE: 02/11/2014 N Cf:Cib AHEAD AHEAD Ilf ROM > MH84-363 TO DRAFTED BY: ITC ROB-' W21-.58 ""'' Q APPROVAL NOTE: DIG SITE 2 DATE: 02/11/2014 SCALE: NTS W m THIS DRAWING HAS BEEN ISSUED TABLE A \\ < MAINTENANCE DIG LOCATION TO BE TO THE OWNER FOR HIS EXCLUSIVE a 3 USE, AND ONLY REPRESENTS THE MINIMUM RECOMMENDED DELINEATOR AND SIGN PLACEMENT () o STATE OF THE PROJECT AS OF 111E DETERMINED BY AT&T CONTRACTOR LAST REVISION. NO OTHER USES OR REPRODUCTIONS HAVE BEEN AUTHORIZED BY GLAIR PARK TABLE A- AT TIME OF REQUIRED EXCAVATION SERVICES OR THE LISTED OWNER. TAPER LENGTH CRITERIA FOR TEMPORARY TRAFFIC CONTROL ZONES TYPE OF TAPER TAPER LENGTH ENGINEER: UPSTREAM TAPERS I MERGING TAPER L MINIMUM SHIFTING TAPER 1/2 L MINIMUM ITC SHOULDER TAPER TWO-WAY TRAFFIC TAPER 503FEET(I NIMUM I I MINIMUM TABLE A-3 Service DOWNSTREAM TAPERS TAPER LENGTH AND BUFFER SPACE (USE IS OPTIONAL) 100 FEET MAXIMUM USE IN TYPICAL APPLICATIONS DIAGRAMS Group, Inc. STOPPING SIGHT DISTANCE AS FORMULA FOR TAPER LENGTH 'L' LENGTH OF TAPER 'L' IN FEET A FUNCTION OF SPEED NG ITFLE. Speed in Width of Speed in Distance Miles Offset•• MPH. per Hour* 11 Feet 12 Feet 20 115 FEET L = WSZ (40 MPH OR LESS) L = WS (45 MPH OR GREATER)60 20 73 80 25 155 FEET TRAFFIC CONTROL 25 115 125 30 200 FEET L = TAPER LENGTH IN FEET 30 165 180 35 250 FEET 6245 DIAL WAY W = WIDTH OF OFFSET IN FEET 35 225 245 40 305 FEET CAMPBELL, CA S = SPEED IN MPH TABLE A-2 40 293 320 45 360 FEET RECOMMENDED ADVANCE WARNING SIGN SPACING 45 495 540 50 425 FEET 50 550 600 55 495 FEET DISTANCE BETWEEN SIGNS 55 605 660 60 570 FEET NOTE.See Table A ROAD TYPE81 o for Sign,Cone Spacing, A B C 60 660 720 65 645 FEET I and Taper Lengths 65 715 780 70 730 FEET / DRAWING NUMBER: URBAN (LOW SPEED)— 25 MPH OR LESS 100 FEET 100 FEET 100 FEET REVIEWED( AS NOTED)BY URBAN (HIGH SPEED)- MORE THAN 25 MPH TO 40 MPH 250 FEET 250 FEET 250 FEET 70 770 840 75 820 FEET REVISION DATE / /20_ URBAN (HIGH SPEED)— MORE THAN 40 MPH 350 FEET 350 FEET 350 FEET Know what's below. 2 2 O F 3 3 PERMIT*. — RURAL 500 FEET 500 FEET 500 FEET • Posted speed, off—peak 85th percentile speed prior to starting, Call before you dig. — PROJECT INSPECTOR MAY MODIFY - or the anticipated operation seed. FILE NAME CONTROL PLANS AS EXPRESSWAY/FREEWAY 1000 FEET 1500 FEET 2640 FEETP P P 2 p p FIELD coNOlnoNSDICTATE •• For other offset widths, apply the formula in table A-1. 811/800-227-2600 9220887 NOTE TO CONTRACTOR: IF SIDEWALK AND/OR ANY PEDtSIKLAN TRAFF7C ARE TO BE RtJ1KICTED AND/OR AFFECTED, USE THE FOLLOWING giD SIGNS TO BLOCK AND REDIRECT FOOT TRAFFIC.-StiEWLIC OP= CMS 10€ ;;M:n.::;;;;;;I 18"x42'(STANDARD) R9—IM 20'x32"(MIN.) at&t(STANDARD) Nt t R9-3A APPROVAL NOTE: 1 ,_ MAINTENANCE DIG LOCATION TO BE TO MH : 84-363 DETERMINED BY AT&T CONTRACTOR AT TIME OF REQUIRED EXCAVATION TABLE A = MINIMUM RECOMMENDED DELINEATOR AND SIGN PLACEMENT U I-- TABLE A-1 TAPER LENGTH CRITERIA FOR TEMPORARY TRAFFIC CONTROL ZONES SIDEWALK TYPE OF TAPER TAPER LENGTH UPSTREAM TAPERS LANDSCAPE O MERGING TAPER L MINIMUM I- DRIVEWAY DRIVEWAY SHIFTING TAPER 1/2 L MINIMUM NO. DATE REMSION SIDEWALK SHOULDER TAPER 1/3 L MINIMUM 1 12/17/2013 N'W I FOR REVIFN BIKE LANE / 1 02/11/2014 IN MN IO11113 S (V TWO-WAY TRAFFIC TAPER 50 FEET MINIMUM 2 02/11/2014 CRY PFRYIIS (V 4'' DOWNSTREAM TAPERS -- -- 4- (USE IS OPTIONAL) 100 FEET MAXIMUM 4- WINCHESTER BLVD oz ) 4- FORMULA FOR TAPER LENGTH 'L' PROJECT NUMBER: 13059 L = WSZ (40 MPH OR LESS) L = WS (45 MPH OR GREATER) INSTALLED BY: ITC 60 DATE: 02/11/2014 0 0 0 0 D 0 0 0 0 00 0 fJ 0 00 0 0 (J ® 0 0 (J O Q -Q BIKE LANE .4 L = TAPER LENGTH IN FEET DRAFTED BY: ITC W = WIDTH OF OFFSET IN FEET Lu FC3DA / SIDEWALK S = SPEED IN MPH DATE: 02/11/2014 w %// 0 L SCALE: NTS SHOULDER M WORK AREA \ DIG SITE 2 CLOSED H 3 4 1 C30A THIS DRAWING HAS BEEN ISSUED TO THE OWNER FOR HIS EXCLUSIVE USE, AND ONLY REPRESENTS THE STATE OF THE PROJECT 255 FT FROM LAST REVISION. NO THE OTHER USES OR REPRODUCTIONS HAVE MH341 TO TABLE A-2 AUTHORIZED B IR PARK BEEN DIG SITE 1 SERVICESOR THE LISTED OWNER. RECOMMENDED ADVANCE WARNING SIGN SPACING DISTANCE BETWEEN SIGNS TABLE A-3 ROAD TYPE + A B C TAPER LENGTH AND BUFFER SPACE USE IN TYPICAL APPLICATIONS DIAGRAMS URBAN (LOW SPEED)— 25 MPH OR LESS 100 FEET 100 FEET 100 FEET ITC URBAN (HIGH SPEED)— MORE THAN 25 MPH TO 40 MPH 250 FEET 250 FEET 250 FEET STOPPING SIGHT DISTANCE AS URBAN (HIGH SPEED)— MORE THAN 40 MPH 350 FEET 350 FEET 350 FEET Service LENGTH OF TAPER 'L' IN FEET A FUNCTION OF SPEED RURAL 500 FEET 500 FEET 500 FEET EXPRESSWAY/FREEWAY 1000 FEET 1500 FEET 2640 FEET Speed in Width of Speed in Group, Inc. Miles Offset** MPH* Distance per Hour' 11 Feet 12 Feet 20 115 FEET 20 73 80 25 155 FEET DRAINNG ERE, 25 115 125 30 200 FEET 30 165 180 35 250 FEET 35 225 245 40 305 FEET 40 293 320 45 360 FEET TRAFFIC CONTROL 45 495 540 50 425 FEET 6245 DIAL WAY 50 550 600 55 495 FEET 55 605 660 60 570 FEET CAMPBELL, CA 60 660 720 65 645 FEET 65 715 780 70 730 FEET 70 770 840 75 820 FEET NOTE See Table A 811 o for Sign Cone Spacing, ' Posted speed, off—peak 85th percentile speed prior to starting, I and Taper Lengths or the anticipated operation speed. DRAWING NUMBER: REVIEWED( AS NOTED)BY: " For other offset widths, apply the formula In table A-1. REVISION DATE , I zo Know what's below. 23 OF 33 Call before you dig. PERMIT# PROJECT INSPECTOR MAY MODIFY 2 FILE NAME TRAFFIC CONTROL PLANS AS FIELD CONDITIONS DICTATE $11/SOU-_ 7-26009220887 IFNOTE TO CONTRACTOR: SEE DWG NO. 25 TO MATCH `�� BE SIDEWALK AND/OR R PEDESTRIAN TRAFFIC ARE TO T O M H: 7 6-2 3 2 RESTRICTED AND/OR ArrtcitU, USE THE FOLLOWING SIGNS TO BLOCK AND REDIRECT FOOT TRAFFIC. O \ TABLE A-3 u snnNx aaen ® . O TAPER LENGTH AND BUFFER SPACE �E USE IN TYPICAL APPLICATIONS DIAGRAMS CROSS WE ¢ 18-A.42°(STANDARD) raj I- STOPPING SIGHT DISTANCE AS RB-11A 20'x32'(ANN.) U Q O° LENGTH OF TAPER 'L' IN FEET A FUNCTION OF SPEED at&t Q .36X.36"(STANDARD) o TABLE A l O(l n Speed in Width of Speed in Distance R9=JA U O MINIMUM RECOMMENDED DELINEATOR AND SIGN PLACEMENT Mlles Offset" MPH* per Hour* 11 Feet 12 Feet 20 115 FEET I O TABLE A-1 20 73 80 25 155 FEET 4 TAPER LENGTH CRITERIA FOR TEMPORARY TRAFFIC CONTROL ZONES 25 115 125 30 200 FEETni f- 0 TYPE OF TAPER TAPER LENGTH 30 165 180 35 250 FEET UUU UPSTREAM TAPERS 35 225 245 40 305 FEET MERGING TAPER L MINIMUM 40 293 320 45 360 FEET Ct N NLa_ Ng. O SHIFTING TAPER 1/2 L MINIMUM 45 495 540 50 425 FEET SHOULDER TAPER 1/3 L MINIMUM 50 550 600 55 495 FEET I— N I-- TWO—WAY TRAFFIC TAPER 50 FEET MINIMUM 55 605 660 60 570 FEET Le_ O DOWNSTREAM TAPERS 60660 O — (USE IS OPTIONAL) 100 FEET MAXIMUM 720 65 645 FEET N 65 715 780 70 730 FEET 70 770 840 75 820 FEET MM o I j FORMULA FOR TAPER LENGTH 'L' • Posted speed, off—peak 85th percentile speed prior to starting, O Q or the anticipated operation speed. " For other offset widths, apply the formula in table A-1. Q O cr W L = Z (40 MPH OR LESS) L = WS (45 MPH OR GREATER) a 0 s --II 60 W11-1 W21-5B W20-1 La G OIN 12' F._ 0 L.., WL= WIDTHROFEOFFNGTHSET IN FEET FEET SWAT RIGHT' N MIN. 0 z o S = SPEED IN MPH SHOULDER RROAD OAD g V) 4:45) CLOSED AHEAD O 5 DK Rot) AHEAD 150' MIN L S S S NO. DATE Rfl190N M H 7 0- 2 4 2 I — e . . . _ , _ a 12/)D/ I4 BW I F�REVIEW 1 70/2014 WV TY LOCATIONS RREVEW 2 11 7f114 afY mans SHOULDER O CLOSED _ ID JI 1 C30A PROJECT NUMBER: 13059 c. SIDEWALK LANDSCAPE \W11-1 W21-5B W20_1 INSTALLED BY: ITC _ WORK ARC` (C) o ' OA 0 U BIKE LANE DATE: 02/11/2014 C O9OO O O O O �� DRAFTED BY: ITC DATE: 02/11/2014 S,DEE AO(NE SCALE: NTS B"` W CAMPBELL AVE - 4.0s THIS DRAWING HAS BEEN ISSUED TO THE OWNER FOR HIS EXCLUSIVE USE.AND ONLY REPRESENTS THE P.'\1 - STATE OF TSI PRN0ECT E U THE LAST REVISION. NO OTHER USES BE -� O AUTHORIZED�BYNBW PARS HAVE K C��� SERVICES OR THE USTED OWNER. LANDSCAPE LANDSCAPE ENCImi AL / ITC. 1 f Scn-icc OELANE Group, Inc. O>NpSCA`K SID APPROVAL NOTE: E`11 A Z 0 DRAWING 1111£: a J ROAD WORK MAINTENANCE DIG LOCATION TO BE TABLE A-2 3 N AHEAD RECOMMENDED ADVANCE WARNING SIGN SPACING o 2 FT) DETERMINED BY AT&T CONTRACTOR TRAFFIC CONTROL ROAD TYPE DISTANCE BETWEEN SIGNS g m W20_1 AT TIME OF REQUIRED EXCAVATION 6245 DIAL WAY A B URBAN (LOW SPEED)- 25 MPH OR LESS _ 100 FEET 100 FEET 100 FEET m W Y CAMPBELL, CA URBAN (HIGH SPEED)— MORE THAN 25 MPH TO 40 MPH 250 FEET 250 FEET 250 FEET Q a _1 URBAN (HIGH SPEED)— MORE THAN 40 MPH 350 FEET 350 FEET 350 FEET _ U RURAL 500 FEET 500 FEET 500 FEET tilQ N NOTE:See Table A EXPRESSWAY/FREEWAY 1000 FEET 1500 FEET 2640 FEET Z 811 • for Sign,Cone Spacing, 'NUMBER and Taper Lengths i REVIEWED( AS NOTED)BY: REVISION Dnre Know what's below. 3 3 PERMIT#_f I zD_. Call before you dig. WE INSPECTOR MAY MODIFY 2 FIE TRAFFIC IELDCONTROL DLANSICTA AS 9220887 FIELD CONDITIONS DICTATE i{1 1�8l)(1-2 27-X611() lJ. • NOTE TO CONTRACTOR.. IF SIDEWALK AND/OR ANY PEDESTRIAN TRAFFIC ARE TO BE RGJIHICTED AND/OR AFFECTED, USE THE FOLLOWING SIGNS TO BLOCK AND REDIRECT FOOT TRAFFIC. Slre/LK CUM CROSS n¢ 18'x42'(STANDARD) R9-11A 20'x32'(BIN.) 36'x36'(STANDARD) = En TABLE A-2 at&t t RECOMMENDED ADVANCE WARNING SIGN SPACING R9-3ALA DISTANCE BETWEEN SIGNS f) Tr rk r ROAD TYPE U URBAN (LOW SPEED)— 25 MPH OR LESS 100 FEET 100 FEET 100 FEET -m--,fm.-- -Y70 URBAN (HIGH SPEED)— MORE THAN 25 MPH TO 40 MPH 250 FEET 250 FEET 250 FEET 7 \ URBAN (HIGH SPEED)— MORE THAN 40 MPH 350 FEET 350 FEET 350 FEET RURAL 500 FEET 500 FEET 500 FEET WO Q EXPRESSWAY/FREEWAY 1000 FEET 1500 FEET 2640 FEET WORK cp W2-- In 377 FT TO z 377 FT TO MH76-232 FROM (..) MH70-242 FROM DIG SITE 1 0 I-Q DIG SITE 2 Q M SHOULDER CLOSED 0 / C F- . SIDEWALK DIG SITE 1 V� / SIDEWALK 0 0 0 _N C30A NOO O Q 0 O ~ o 0 0 0 00 0 0 0O 0 Q co '„ a O 4— O O O 000093A000000 0 0 C30A 0 0 0 0 0 0 0 0 O ________ 0 19/DATE REVISION ISSUED FOR REVIEW 1 02/10/7014 NEW IIH L0CAP0NS O DIG SITE 2 N - RS O 5 02/11/7O14 an PERM z 0 VICTOR AVE VICTOR AVE 0 0 SIDEWALK 0 PROJECT NUMBER: 13059 SIDEWALK w INSTALLED BY: ITC w N APPROVAL NOTE: N DATE: 02/11/2014 1 1 DRAFTED BY: ITC DATE: 02/11/2014 MAINTENANCE DIG LOCATION TO BE SCALE: NTS CV TO MH: 70-242 > 3 ROAD DETERMINED BY AT&T CONTRACTOR TO M H: 76-232 THIS DRAWING HAS BEEN ISSUED Q CI AHEAD AT TIME OF REQUIRED EXCAVATION TO THE OWNER FOR HIS EXCLUSIVE USE, AND ONLY REPRESENTS THE STATE OF THE PROJECT AS OF THE LAST REVISION. NO OTHER USES O W20-1 OR RE RODUCTIONS HAVE BEEN N AUTHORIZED BY BLAIR PARK Q SERVICES OR THE LISTED OWNER. J a CD J 3 BIGNEER: Li w W TABLE A N0 o TABLE A-3 MINIMUM RECOMMENDED DELINEATOR AND SIGN PLACEMENT ITC w TAPER LENGTH AND BUFFER SPACE = USE IN TYPICAL APPLICATIONS DIAGRAMS TABLE A-1 Service STOPPING SIGHT DISTANCE AS TAPER LENGTH CRITERIA FOR TEMPORARY TRAFFIC CONTROL ZONES Group, Inc. LENGTH OF TAPER 'L' IN FEET A FUNCTION OF SPEED TYPE OF TAPER TAPER LENGTH Speed in Width of Speed in Distance UPSTREAM TAPERS Miles Offsets* MPH' MERGING TAPER L MINIMUM DRAWING ORE per Hour' SHIFTING TAPER 1/2 L MINIMUM 11 Feet 12 Feet 20 115 FEET SHOULDER TAPER 1/3 L MINIMUM 20 73 80 25 155 FEET TWO—WAY TRAFFIC TAPER 50 FEET MINIMUM 25 115 125 30 200 FEET DOWNSTREAM TAPERS 30 165 180 35 250 FEET (USE IS OPTIONAL) 100 FEET MAXIMUM TRAFFIC CONTROL 35 225 245 40 305 FEET 6245 DIAL WAY 40 293 320 45 360 FEET FORMULA FOR TAPER LENGTH 'L' 45 495 540 50 425 FEET CAMPBELL, CA 50 550 600 55 495 FEET 55 605 660 60 570 FEET 60 660 720 65 645 FEET L = W52 (40 MPH OR LESS) L = WS (45 MPH OR GREATER) NOTE:See Table A 65 715 780 70 730 FEET 60 811 o for Slgn.Cone Spacing, 70 770 840 75 820 FEET DRAWING NUMBER: and Taper Lengths L = TAPER LENGTH IN FEET i REVIEWED( AS NOTED)BY ' Posted speed, off—peak 85th percentile speed prior to starting, W = WIDTH OF OFFSET IN FEET S = SPEED IN MPH Know what's below. REVISION 2 5 O F 3 3 DATEII20 or the anticipated operation speed. Call before you dig. PROJECT INSPECTOR MAY MODIFY •• PRO For other offset widths, apply the formula in table A-1. ^ FILE NAME TRAFFIC CONTROL PLANS AS 2 FIELD CONDITIONS DICTATE 811/800-227-2600 9220887 • ` NOTE TO CONTRACTOR: D IF SIDEWALK AND/OR ANY PEDESIN4W TRAFFIC ARE TO BE RESTRICTED AND/OR AFFECTED, USE THE FOLLOWING SIGNS TO BLOCK AND REDIRECT FOOT TRAFFlC.i;oeticiase CRC6S ep aa0.S EE 18'x42'(STANDARD) R9-11A 20'x32"(BIN.) at&t 1 36"x76"(STANDARD) T`IJ.CJ-lt` R9—JA W21-58 1 ,- W16-1 W20-1 rr RIGHT ISHAREI SHOULDER ROAD M H 7 6 - 2 3 2 THE CLOSED WORK S ROAD AHEAD AHEAD L S S 150' MIN SHOULDER CLOSED I 377 FT TO DIG C o SITE 1 FROM 41•- Q MH76-232 C30 O W21-5B -1 0 o SIDE`NAu' 0 O O O 0 , WORK ARC VICTOR AVE NO. DATE REOT1 EN 0° 0 12/17/2013 ISSUED FOR REVIEW > eo 1 02/10/2014 MW 1IH LOCATIONS 2 02/11/7014 CITY PERMITS cV o VICTOR AVE _ Z TABLE A PROJECT NUMBER: 13059 (' SIpEWALK TABLE A-3 MINIMUM RECOMMENDED DELINEATOR AND SIGN PLACEMENT TAPER LENGTH AND BUFFER SPACE INSTALLED BY: ITC USE IN TYPICAL APPLICATIONS DIAGRAMS TABLE A- 1 DATE: 02/11/2014 STOPPING SIGHT DISTANCE AS TAPER LENGTH CRITERIA FOR TEMPORARY TRAFFIC CONTROL ZONES DRAFTED BY: ITC LENGTH OF TAPER 'L' IN FEET A FUNCTION OF SPEED Lil TYPE OF TAPER TAPER LENGTH Speed in Width of Speed in Distance UPSTREAM TAPERS Miles Offset** MPH* DATE: 02/11/2014 W MERGING TAPER L MINIMUM (/) per Hour' 11 Feet 12 Feet 20 115 FEET SHIFTING TAPER 1/2 L MINIMUM SCALE: NTS 20 73 80 25 155 FEET SHOULDER TAPER 1/3 L MINIMUM 25 115 125 30 200 FEET TWO—WAY TRAFFIC TAPER 50 FEET MINIMUM DOWNSTREAM TAPERS 30 165 180 35 250 FEET THIS DRAWING HAS BEEN ISSUED (USE IS OPTIONAL) 100 FEET MAXIMUM TO THE OWNER FOR HIS EXCLUSIVE 35 225 245 40 305 FEET D ONLY REPRESENTS THE 40 293 320 45 360 FEET STATE OF THE PROJECT AS OF THE T O M H : 70-242 45 49s 540 50 425 FEET FORMULA FOR TAPER LENGTH 'L' LAST REVISION. NO OTHER USES 50 550 600 55 495 FEET O ZED B BOY R PARK NS HAVE N AUTHO 55 605 660 60 570 FEET SERVICES OR THE LISTED OWNER. 60 660 720 65 645 FEET 65 715 L = WS2 (40 MPH OR LESS) L = WS (45 MPH OR GREATER) 780 70 730 FEET 60 ENSWDER: 70 770 840 75 820 FEET L = TAPER LENGTH IN FEET Posted speed, off—peak 85th percentile speed prior to starting, W = WIDTH OF OFFSET IN FEET ITC or the anticipated operation speed. S = SPEED IN MPH APPROVAL NOTE: Service •" For other offset widths, apply the formula in table A-1. Group, Inc. MAINTENANCE DIG LOCATION TO BE TABLE A-2 DETERMINED BY AT&T CONTRACTOR RECOMMENDED ADVANCE WARNING SIGN SPACING DRAWING RILE AT TIME OF REQUIRED EXCAVATION ROAD TYPE DISTANCE BETWEEN SIGNS A B C URBAN (LOW SPEED)- 25 MPH OR LESS 100 FEET 100 FEET 100 FEET TRAFFIC CONTROL URBAN (HIGH SPEED)- MORE THAN 25 MPH TO 40 MPH 250 FEET 250 FEET 250 FEET URBAN (HIGH SPEED)- MORE THAN 40 MPH 350 FEET 350 FEET 350 FEET 6245 DIAL WAY RURAL 500 FEET 500 FEET 500 FEET EXPRESSWAY/FREEWAY 1000 FEET 1500 FEET 2640 FEET CAMPBELL, CA NOTE:See Table A 8110 for Sign,Cone Spacing, end Taper Lengths DRAWING / REVIEWED( AS NOTED)BY: REVISION 26 OF 33 DATE I-I 20_ Know what's below. PERMIT Call beforeyou dig. Fl�NAME INSPECTOR MAY MODIFY2 9220887 IELD DNTOS PLANS AS 811/800-227-2600 FIELD CONDITIONS DICTATE NOTE TO CONTRACTOR.- IF SIDEWALK AND/OR ANY PEDESTRIAN TRAFFIC ARE TO BE RESTRICTED AND/OR AFFECTED, USE THE FOLLOWING SIGNS TO BLOCK AND REDIRECT FOOT TRAFFIC. USED ss4 BE CM Irx42"(STANDARD) R9-11A 20"x32"(HIN.) at&t 1 x3 36" 6"(STANDARD) T`LJ�J t R9-3A TO MH : 90-539 MH76 - 232 358 FT TO _ MH90-539 U FROM DIG SITE 1 F- 421 FT TO Q DIG SITE 2 No. DATE REV 5pN FROM MH76-232 0 12/17/2013 DA FOR KV C30A 1 02/10/7014, NEW MN LOCATIONS 2 02/11/7014, CITY PERMITS W: % I— 0 O 0 0 0 0 0 () x 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0\ 0 o a 0 0 0 O " 0 0 0 0 0 0 0 0 x 0 0 0 0 0 'Ng DIG SITE 1 DIG SITE 2 ZN? CO o 4•••• N PROJECT NUMBER: 13059 1• 'to- 0 0 (3 0 \_ � VICTOR AVE • . WORK p INSTALLED BY: ITC SIDEWAL SIDEWALK Z DATE: 02/11/2014 TABLE A O DRAFTED BY: ITC TABLE A-3 MINIMUM RECOMMENDED DELINEATOR AND SIGN PLACEMENT DATE: 02/11/2014 TAPER LENGTH AND BUFFER SPACE o sloe., USE IN TYPICAL APPLICATIONS DIAGRAMS TABLE A-1 SCALE: NTS STOPPING SIGHT DISTANCE AS TAPER LENGTH CRITERIA FOR TEMPORARY TRAFFIC CONTROL ZONES Lil LENGTH OF TAPER 'L' IN FEET A FUNCTION OF SPEED l_kJ Speed in Width of Speed In TYPE OF TAPER TAPER LENGTH (f) THIS DRAWING HAS BEEN ISSUED Miles Offset" MPH' Distance UPSTREAM TAPERS TO THE OWNER FOR HIS EXCLUSIVE MERGING TAPER L MINIMUM USE, AND ONLY REPRESENTS THE AP P POVAL NOTE: STATE OF THE per Haur• 11 Feet 12 Feet 20 115 FEET SHIFTING TAPER 1/2 L MINIMUM LAST REVISION.RNOEOTH R USESCT AS OF E 20 73 80 25 155 FEET SHOULDER TAPER 1/3 L MINIMUM OR REPRODUCTIONS HAVE BEEN TWO—WAY TRAFFIC TAPER 50 FEET MINIMUM AUTHORIZED BY BLAIR PARK 25 115 125 30 200 FEET DOWNSTREAM TAPERS SERVICES OR THE USTED OWNER. 30 165 180 35 250 FEET (USE IS OPTIONAL) 100 FEET MAXIMUM 35 225 245 40 305 FEET 40 293 320 45 360 FEET ENGINEER,MAINTENANCE DIG LOCATION TO BE 45 495 540 50 425 FEET FORMULA FOR TAPER LENGTH 'L' DETERMINED BY AT&T CONTRACTOR 50 550 600 55 495 FEET ITC 55 605 660 - 60 570 FEET 60 660 720 65 645 FEET Service AT TIME OF REQUIRED EXCAVATION 65 715 780 70 730 FEET L = WSZ (40 MPH OR LESS) L = WS (45 MPH OR GREATER) 70 770 840 75 820 FEET 60 Group, Inc. L = TAPER LENGTH IN FEET • Posted speed, off—peak 85th percentile speed prior to starting, W = WIDTH OF OFFSET IN FEET or the anticipated operation speed. S = SPEED IN MPH DRAWING PILE •• For other offset widths, apply the formula In table A-1. TABLE A-2 TRAFFIC CONTROL RECOMMENDED ADVANCE WARNING SIGN SPACING 6245 DIAL WAY DISTANCE BETWEEN SIGNS ROAD TYPE CAMPBELL, CA A B C URBAN (LOW SPEED)- 25 MPH OR LESS 100 FEET 100 FEET 100 FEET URBAN (HIGH SPEED)- MORE THAN 25 MPH TO 40 MPH 250 FEET 250 FEET 250 FEET NOTE:SeeTableA URBAN (HIGH SPEED)— MORE THAN 40 MPH 350 FEET 350 FEET 350 FEET for Sign Cone SpacIn, RURAL 811 . e EXPRESSWAY/FREEWAY 1000 FEET 1500 FEET 2640 FEET 1 __- and Taper Lengths / DRAWING NUMBER: REVIEWED( AS NOTED)BY REVISION DATE 1 120_ Know what's below. 2 7 O F 3 3 PROJECT: Call beforeyou CII 2 FILE NAME PROJECT INSPECTOR MAY MODIFY g. TRAFFIC CONTROL /CTA AS 11/800-� 2600 9220887 FIELD CONDITIONS DICTATE NOTE TO CONTRACTOR: IF SIDEWALK AND/OR ANY PEDtsinIAN TRAFFIC ARE TO BE RES IRICTED AND/OR AFFECTED, USE THE FOLLOWING SIGNS TO BLOCK AND REDIRECT FOOT TRAFFIC. SOUPAR CLOSED CROSS w NW 18'x42'(STANDARD) R9-IIA 20'x32'(YIN.) 36'x36'(STANDARD) at&t R9-JA APPROVAL \OTE: m( N.(6 MH90 - 539 MAINTENANCE DIG LOCATION TO BE W21-SB W20-, DETERMINED BY AT&T CONTRACTOR ""61SHOMUIR NCLOSED AT TIME OF REQUIRED EXCAVATION 150' MIN L S S S ' C30A SIDEWALK SIDEWALK SIDEWALK LANDSCAPE //// C30A- O W16-1- W21-5B-0 W20-1-I 0 LANDSCAPE e O Oj\s O O O O O O O O D O O O U u O ^ WORK AREA Na DATE _ 0 12/17/2013 FOR KM ISSUEDA .4 W LATIMER AVE . --► W LATIMER AVE -I 1 °11x/20" 'NEN MN� SIDEWALK SIDEWALK ® W20-1 SIDEWALK SIDEWALK NN.tt PROJECT NUMBER: 13059 1 \:)1 ® 1 T INSTALLED BY: ITC o W20-1 0) a e w a "' 2 3 J DATE: 02/11/2014 3 Y 3 IT c� -= -- a MIN. Q r. U o o o w w DRAFTED BY: ITC 71 o�� U 0 I— 0 3 I— = oCC Lsa0 3 N20-1 Z " DATE: 02/11/2014 Q L`t/I o i_ o 3 co o o U ,� SCALE: NTS 0 M S E E DWG N 0. 27 TO MATCH TO M H: 76-232 THIS DRAWING HAS BEEN ISSUED TO THE OWNER FOR HIS EXCLUSIVE USE. AND ONLY REPRESENTS THE STATE OF THE PROJECT AS OF THE TABLE A-3 LAST REVISION. NO OTHER USES OR REPRODUCTIONS HAVE TIONS HAVE BEEN AUTHORIZED BY BLAIR PARK APER LENGTH AND BUFFER SPACE TABLE A SERVICES OR THE USTED OWNER. USE IN TYPICAL APPLICATIONS DIAGRAMS MINIMUM RECOMMENDED DELINEATOR AND SIGN PLACEMENT STOPPING SIGHT DISTANCE ASB4GIN LENGTH OF TAPER 'L' IN FEET A FUNCTION OF SPEED Speed In Width of Speed in Distance TABLE A-1 ITC Miles Offset** MPH• TAPER LENGTH CRITERIA FOR TEMPORARY TRAFFIC CONTROL ZONES per Hour• 11 Feet 12 Feet 20 115 FEET TYPE OF TAPER TAPER LENGTH Service 20 73 80 25 155 FEET UPSTREAM TAPERS _ 25 115 125 - 30 200 FEET MERGING TAPER L MINIMUM Group, Inc. 30 165 180 - 35 250 FEET SHIFTING TAPER 1/2 L MINIMUM TABLE A-2 35 225 245 40 305 FEET SHOULDER TAPER 1/3 L MINIMUM 40 293 320 45 50 425 FEET 360 FEET TWO-WAY TRAFFIC TAPER 50 FEET MINIMUM RECOMMENDED ADVANCE WARNING SIGN SPACING(USE IS OPTIONAL) 100 FEET MAXIMUM n 45 495 540 DOWNSTREAM TAPERS DISTANCE BETWEEN SIGNS 50 550 600 55 495 FEET ROAD TYPE A B C 55 605 660 60 570 FEET URBAN (LOW SPEED)- 25 MPH OR LESS 100 FEET 100 FEET 100 FEET 60 660 720 65 645 FEET FORMULA F 0 R TAPER LENGTH L URBAN (HIGH SPEED)- MORE THAN 25 MPH TO 40 MPH 250 FEET 250 FEET 250 FEET TRAFFIC CONTROL 65 715 780 70 730 FEET URBAN (HIGH SPEED)- MORE THAN 40 MPH 350 FEET 350 FEET 350 FEET 70 770 _ 840 75 820 FEET RURAL 500 FEET 500 FEET 500 FEET 6245 DIAL W A Y EXPRESSWAY/FREEWAY 1000 FEET 1500 FEET 2640 FEET • Posted speed, off—peak 85th percentile speed prior to starting, L = 6S02 (40 MPH OR LESS) L = WS (45 MPH OR GREATER) CAMPBELL, CA or the anticipated operation speed. •• For other offset widths, apply the formula In table A-1. L = TAPER LENGTH IN FEET 8111 W = WIDTH OF OFFSET IN FEET NOTE See Table A S = SPEED IN MPH for Sign.Cone Spacing DRAWING NUMBER: and Taper Lengths / REVIEWED( AS NOTED)BY: REVISION DATE 2D Know what's below. 28 OF 33 PERMIT* — Call before you dig. FILE NNTE: PROJECT INSPECTOR MAY MODIFY IELDC CONTROL N DLANSICTA AS 2 9220887 FIELD CONDITIONS DICTATE 811/80(1-227-260(1 I NOTE TO CONTRACTOR: IF SIDEWALK AND/OR ANY PEDLS IIHIAN TRAFFIC ARE TO BE RESTRICTED AND/OR AFFECTED, USE THE FOLLOWING SIGNS TO BLOCK AND REDIRECT FOOT TRAFFIC. TABLE C A WAR PLO= CROSS XX ® MINIMUM RECOMMENDED DELINEATOR AND SIGN PLACEMENT 18x42"(STANDARD) R9-IIA 36 x�'(STANDARD) at&t TABLE A-1 R9-JA TAPER LENGTH CRITERIA FOR TEMPORARY TRAFFIC CONTROL ZONES FORMULA FOR TAPER LENGTH 'L' TO M H: 78-09 TYPE OF TAPER TAPER LENGTH UPSTREAM TAPERSli MERGING TAPER L MINIMUM L = WS2 (40 MPH OR LESS) L = WS (45 MPH OR GREATER) SHIFTING TAPER 1/2 L MINIMUM 60 SHOULDER TAPER 1/3 L MINIMUM :i TWO-WAY TRAFFIC TAPER 50 FEET MINIMUM L = TAPER LENGTH IN FEET U DOWNSTREAM TAPERS W = WIDTH OF OFFSET IN FEET (USE IS OPTIONAL) 100 FEET MAXIMUM S = SPEED IN MPH U (— SIDEWALK SIDEWALK BIKE LAt4E Q W CAMPBELL AVE H O O Z NO. DATE REVISION O O O O O O O O ®--O O O 0 12/17/2013 ISSUED FOR REM Oo O 1 02/10/2014 VI W LOCATIONS 0 I.; 0 0 O kR3-7R 2 02/11/2014 CID PERMITS BIKE LAN 3 = a O —C30 . . o 1�0 U D W20-1 W20 SR R4 7A (LT) SIDEWALK W WORK AREA RIGHT LANE w PROJECT NUMBER: 13059 MUFLASH WARNING SIGNi / t (/1 TURN RIGHT INSTALLED BY: ITC LANE CLOSED R3-7R DATE: 02/11/2014 C30 M H 7 2 - 3 7 2 DRAFTED BY: ITC _ _ DATE: 02/11/2014 S S S L 150' MIN SCALE: NTS KEEP ROAD ' HT LAN -1 LtJ / 158 FT TO D I G WORK AHEAD CLOSED LEFT N �� -J Q 3 ROgp SITE 2 FROM TO THE THIS D OWNER FOR RAWING HAS BEEN EXCLUSIVE R4-7A (LT) WORK MH-72-372 TAE, AND ONLY RJECT AS O THE Q W20-1 W20-5R W / AHEAD STATE OF THE PRQEC AS OF THE LAST REVISION. NO OTHER USES OR REPRODUCTIONS HAVE BEEN h AUTHORIZED BY BLAIR PARK z W20_7 SERVICES OR HE LISTED OWNER. V \0'/ ENGP4EDE APPROVAL \OTE: ITC TABLE A-3 Service TAPER LENGTH AND BUFFER SPACE USE IN TYPICAL APPLICATIONS DIAGRAMS roup, Inc. STOPPING SIGHT DISTANCE AS MAINTENANCE DIG LOCATION TO BE LENGTH OF TAPER 'L' IN FEET A FUNCTION OF SPEED Speed in Width of Speed in DETERMINED BY AT&T CONTRACTOR DRAWINGNELE Miles Offset** MPH* Distance per Hour* 11 Feet 12 Feet 20 115 FEET AT TIME OF REQUIRED EXCAVATION 20 73 80 25 155 FEET TRAFFIC CONTROL 25 115 125 30 200 FEET TABLE A-2 30 165 180 35 250 FEET 6245 DIAL WAY 35 225 245 40 305 FEET RECOMMENDED ADVANCE WARNING SIGN SPACING 40 293 320 45 360 FEET DISTANCE BETWEEN SIGNS CAMPBELL, CA 45 495 540 50 425 FEET ROAD TYPE 50 550 600 55 495 FEET A B C URBAN (LOW SPEED)- 25 MPH OR LESS 100 FEET 100 FEET 100 FEET 55 605 660 60 570 FEET URBAN (HIGH SPEED)— MORE THAN 25 MPH TO 40 MPH 250 FEET 250 FEET 250 FEET NOTE See Table A 60 660 720 65 645 FEET URBAN (HIGH SPEED)- MORE THAN 40 MPH for Slgn.Cone Spacing. 65 715 780 70 730 FEET 350 FEET 350 FEET 350 FEET 811 . DRAWING NUMBER and Taper Lengths RURAL 500 FEET 500 FEET 500 FEET REVIEWED( AS NOTED)BY 70 770 840 75 820 FEET EXPRESSWAY/FREEWAY 1000 FEET 1500 FEET 2640 FEET 29 DATE /___/20_ • Posted speed, off—peak 85th percentile speedprior to starting, REVISION OF 33 Know what's below. PERMIT*'. P 9' CBI(before you dig. PROJECT INSPECTOR MAY MODIFY or the anticipated operation speed. 2 FILE NAME TRAFFIC CONTROL PLANS AS FIELD CONDITIONS DICTATE •• For other offset widths, apply the formula in table A-1. 811/800-227.2600 9220887 NOTE IF SIDEWALK SEE DWG NO. 31 TO MATCH TABLE A-3 `�� SIDEWALK AND/OR ANY PEDESTRIAN THE ARE TO TAPER LENGTH AND BUFFER SPACE BE RGSIKICTED AND/OR AFFECTED, USE FOLLOWING i I i i SIGNS TO BLOCK AND REDIRECT FOOT TRAFFIC. USE IN TYPICAL APPLICATIONS DIAGRAMS STOPPING SIGHT DISTANCE AS SICE1W °0� ® X LENGTH OF TAPER 'L' IN FEET A FUNCTION OF SPEED TABLE A `�� CRCs MX I-L.I Speed in Width of Speed in MINIMUM RECOMMENDED DELINEATOR AND SIGN PLACEMENT 18"x42"(STANDARD) Distance R9-11A 20"e32"(MIN.) 1 i Miles Offset** MPH* TABLE A-1 Q�} 36.x.36-(STANDARD) i i per Hour* at VC l Y 11 Feet 12 Feet 20 115 FEET TAPER LENGTH CRITERIA FOR TEMPORARY TRAFFIC CONTROL ZONES R9-JA -"'1 20 73 80 25 155 FEET Q TYPE OF TAPER TAPER LENGTH 25 115 125 30 200 FEET il i i z 0i p 30 165 180 35 250 FEET UPSTREAM TAPERS MERGING TAPER L MINIMUM in 35 225 245 40 305 FEET SHIFTING TAPER 1/2 L MINIMUM 40 293 320 45 360 FEET SHOULDER TAPER 1/3 L MINIMUMIKI 45 495 540 50 425 FEET TWO—WAY TRAFFIC TAPER 50 FEET MINIMUM i i 50 550 600 55 495 FEET DOWNSTREAM TAPERS TO M H : 72-372 L 55 605 660 60 570 FEETti (USE IS OPTIONAL) 100 FEET MAXIMUM Q 60 660 720 65 645 FEET U) i 65 715 780 70 730 FEET FORMULA FOR TAPER LENGTH 'L' 70 770 840 75 820 FEET 114 il O 11 11 t • Posted speed, off—peak 85th percentile speed prior to starting, or the anticipated operation speed. L = WSZ (40 MPH OR LESS) L = WS (45 MPH OR GREATER) = SIDEWA LK •• For other offset widths, apply the formula in table A-1. 60 L — W - WIDTH R FEET OF OFFSET IN O — - FEET I— S = SPEED IN MPH Q SIDEWALK '` F- 4'1' 4'6 N N0. DATE REVISION D 12/17/7013 1551!@ FOR REVIEW -.______-__ -___ 1 02/10/7014 WEW MR LOGTIONS -_ 2 D 1/2014 coy PERWTS o a W CAMPzBELL AVE - _ O W CAMPBELL AVE-1 O O O O PROJECT NUMBER: 13059 O INSTALLED BY: ITC C30 DIG SITE 2 O O�- f3 @- [o} DATE: 02/11/2014 Cr) - O O O O O O7 O O DRAFTED BY: ITC 1 I ° 4 ° - DATE: 02/11/2014 SCALE: NTS Lave -/� -/� WORK AREA ve , 4 4 4 r I I c(oSEo SIDEWALK DRIVEWAY THIS DRAWING HAS BEEN ISSUED TO THE OWNER FOR HIS EXCLUSIVE i / 1 310 F T FROM STATE REVISIF ON.PROJECT O THE USE. AND ONLY REPRESENTS E / / LAST REVISION. NO OTHER USES 158 FT TO ANE MH78-09 IVI H 7 8 - 0 9 O AUTHORIZR ED B°YNBLA PARKS HAVE N CLOSED T O DIG SITE 1 SERVICES OR THE LISTED OWNER. - DIG SITE 2IA FROM MH78-09 Y i X / / C30 SEER: a W ITC R°10 APPROVAL NOTE: Service N ll Q / / o Group, Inc. 3 i i 0 / MAINTENANCE DIG LOCATION TO BE �„� / DETERMINED BY AT&T CONTRACTOR DRA 1111E Q AT TIME OF REQUIRED EXCAVATION TRAFFIC CONTROL / / / I6245 DIAL WAY TABLE A-2 CAMPBELL, CA i / I RECOMMENDED ADVANCE WARNING SIGN SPACING DISTANCE BETWEEN SIGNS ROAD TYPE811 • NOTE:See Table A A B C 1°r Sign,Cone spacing. URBAN (LOW SPEED)— 25 MPH OR LESS 100 FEET 100 FEET 100 FEET 1 and Taper Lengths URBAN (HIGH SPEED)— MORE THAN 25 MPH TO 40 MPH 250 FEET 25O FEET 25O FEET ./ DRAWING NUMBER: REVIEWED( AS NOTED)BY URBAN (HIGH SPEED)- MORE THAN 40 MPH 350 FEET 350 FEET 350 FEET REVISION 30 OF 33 DATE /_/20 RURAL 500 FEET 500 FEET 500 FEET Know what's below. PERMIT# EXPRESSWAY/FREEWAY _ 1000 FEET 1500 FEET 2640 FEET Call before you dig. PROJECT INSPECTOR MAY MODIFY 2 ShE NAME TRAFFIC CONTROL PLANS AS FIELD CONDITIONS DICTATE 811/80(1-227-260(1 9220887 NOSE TO CONTRACTOR: IF SIDEWALK AND/OR ANY PEDts IKLW TRAFFIC ARE TO BE RLSIHICTED AND/OR AFFECTED, USE THE FOLLOWING SIGNS TO BLOCK AND REDIRECT FOOT TRAFFIC%MX . � aces �� -41---- MSS ICE 18"x42"(STANDARD) ((((►►►► R9-11A 20"x.32-(MIN.) at8 t 36'x36'(STANDARD) l R9-3A APPROVAL NOTE: MAINTENANCE DIG LOCATION TO BE DETERMINED BY AT&T CONTRACTOR AT TIME OF REQUIRED EXCAVATION TABLE MINIMUM RECOMMENDED DELINEATOR AND SIGN PLACEMENT TABLE A- 1 TAPER LENGTH CRITERIA FOR TEMPORARY TRAFFIC CONTROL ZONES W` TYPE OF TAPER TAPER LENGTH UPSTREAM TAPERS /I( w2=5R MERGING TAPER L MINIMUM W20_1 SHIFTING TAPER 1/2 L MINIMUM LANES .0,7 SHOULDER TAPER 1/3 L MINIMUM TWO-WAY TRAFFIC TAPER 50 FEET MINIMUM 0(0,3ED AHEAD ROAD DOWNSTREAM TAPERS S AHEADORK (USE IS OPTIONAL) 100 FEET MAXIMUM NO. DATE REVISION 0 FORMULA FOR TAPER LENGTH i 17/�17/229013 ISSUED FOLOCATIONS R It'&* S f 2 2/11/2(114 tFW m PERMITS _ L U I- . Q L = WS2 (40 MPH OR LESS) L = WS (45 MPH OR GREATER) (Iwo 60 PROJECT NUMBER: 13059 0 �- WL= WIDTH TAPER OFLENGTH OF SET ININ EET FEET INSTALLED BY: ITC I- �_ -- S = SPEED IN MPH DATE: 02/11/2014 DRAFTED BY: ITC c3o = = DATE: 02/11/2014 o 0 0 0 0 a` TABLE A-3 Z TAPER LENGTH AND BUFFER SPACE SCALE: NTS �L4SH W RN/NC S/CNSTOPPING USE IN TYPICAL APPLICATIONS DIAGRAMS SIGHT DISTANCE AS THIS DRAWING HAS BEEN ISSUED O LENGTH OF TAPER 'L' IN FEET A FUNCTION OF SPEED TO THE OWNER FOR HIS EXCLUSIVE USE, AND ONLY REPRESENTS THE Q Speed In Width of Speed In STATE OF THE PROJECT AS OF THE W4-2R .. Miles Offset.. µPH• Distance LAST REVISION. NO OTHER USES �� OR AUTHORIZED BY BLAIR TIONS HAVE BEEN �_ W20— per Hour' 11 Feet 12 Feet 20 115 FEET W $/� SERVICES OR THE USTED OWNER. 20 73 80 25 155 FEET W __ SAN To M E Y W20-1 25 115 125 30 200 FEET A J 30 165 180 35 250 FEET y 35 225 245 40 305 FEET -_ 40 293 320 45 360 FEET ITC C - 45 495 540 - 50 425 FEET - 50 550 600 55 495 FEET Service 55 605 660 60 570 FEET -60 660 720 65 645 FEET Group, Inc. 65 715 780 70 730 FEET 70 770 840 75 820 FEET - DRAM 1111E • Posted speed, off—peak 85th percentile speed prior to starting, or the anticipated operation speed. •• For other offset widths, apply the formula In table A-1. TRAFFIC CONTROL 6245 DIAL WAY TABLE A-2 CAMPBELL, CA RECOMMENDED ADVANCE WARNING SIGN SPACING DISTANCE BETWEEN SIGNS 811 . ROAD TYPE A B C NOTE SeeTableA URBAN (LOW SPEED)— 25 MPH OR LESS 100 FEET 100 FEET 100 FEET 1 for Sign,Cone Spacing. DRAM1NG NUMBER and Taper Lengths URBAN (HIGH SPEED)— MORE THAN 25 MPH TO 40 MPH _ 250 FEET 250 FEET 250 FEET REVIEWED( AS NOTED)BY: URBAN (HIGH SPEED)— MORE THAN 40 MPH 350 FEET 350 FEET 350 FEET REVISION RURAL 500 FEET 500 FEET 500 FEET Know what's below. 3 1 O F 3 3 DATE I_/20_ EXPRESSWAY/FREEWAY 1000 FEET 1500 FEET 2640 FEET Call before you dig.PERMIT k'. ^ FILE NAME PROJECT INSPECTOR MAY MODIFY 2 9220887 TRAFFIC CONTROL PLANS AS FIELD CONDITIONS DICTATE 8 11;800-227-2600 e „ • NOTE TO CONTRACTOR: IF SIDEWALK AND/OR ANY PEDESTRIAN TRAFFIC ARE TO BE RW fRl{.TEL AND/OR AFFECTED, USE THE FOLLOWING SIGNS TO BLOCK AND REDIRECT FOOT TRAFFIC. \ =BELK WEED axes WE 4-N\ ` 4(4- > '!!•x12•-NIA Alm) n� L J at&t I7l�1IA 20•x72•STAN O\ J6•xJB•(STANDARD) l• R9=,7r1 �V I-- F— Y < < w o a N O a o \ o to W rn 3 0 3 \��1 o Q t/ tn \ / \ ../". SIDEWALK / ` SIDEWALK \ / \ SIDEWALK \ \ 4- / 4- 4- �/ ...), _ E CAMPBELL o e .4 o o - /SIDEWALK FW20-1 / -1 O o j/ 0 0 0 E CAMPBELL AVE v , SIDEWALK C> SIDEWALK 1 -' WORK AREA N0. DATE REVISION 1 W20-I I ery t 0 12/17/201] 6SIIFD FOR RENTY MI LEGATIONS TABLE A-3 1 02//19 ;, N�Lm PEWS M H 1 0 1 B TAPER LENGTH AND BUFFER SPACE USE IN TYPICAL APPLICATIONS DIAGRAMS " �* MH101B (DIG UP TO RAISE) � STOPPING SIGHT DISTANCE AS v� 0 Q LENGTH OF TAPER 'L' IN FEET A FUNCTION OF SPEED 4;r / �� Speed to width of speed in Distance PROJECT NUMBER: 13059 02 ,� 4� Ost /...t \O� peMIles Offset" MPH• INSTALLED BY: ITC 11 Feet 12 Feet 20 115 FEET Q \�Vv20 73 80 25 155 FEET DATE: 02/11/2014 QOP�? 0 Q\ 25 115 125 30 200 FEET P� 30 165 180 35 250 FEET DRAFTED BY: ITC 35 225 245 40 305 FEET Q F APPROVAL NOTE: h. 40 293 320 45 360 FEET DATE: 02/11/2014 / v 50 550 600 55 495 FEET 45 495 540 50 425 FEET SCALE: NTS �,' 55 605 660 60 570 FEET / y'° MAINTENANCE DIG LOCATION TO BE 60 660 720 65 645 FEET THIS DRAWING HAS BEEN ISSUED 65 715 780 70 730 FEET TO THE OWNER FOR HIS EXCLUSIVE DETERMINED BY AT&T CONTRACTOR 70 770 840 75 820 FEET USE, AND ONLY REPRESENTS THE STATE OF THE PROJECT T AS AS OF THE LAST REVISION. NO OTHER USES �P AT TIME OF REQUIRED EXCAVATION • Posted speed, off—peak 85th percentile speed prior to starting, OR AUTHORIZED B HAVE BEEN �k� 62 or the anticipated operation speed. SERVICESROR�T THE us�iERD PARK •e For other offset widths, apply the formula in table A-1. / ENGNEDC / TABLE A ITC °� MINIMUM RECOMMENDED DELINEATOR AND SIGN PLACEMENT �ry� Service / �� TABLE A-1 TABLE A-2 Group, Inc. TAPER LENGTH CRITERIA FOR TEMPORARY TRAFFIC CONTROL ZONES RECOMMENDED ADVANCE WARNING SIGN SPACING / TYPE OF TAPER TAPER LENGTH DISTANCE BETWEEN SIGNS e UPSTREAM TAPERS MERGING TAPER L MINIMUM ROAD TYPE ' ME: � A B C ' SHIFTING TAPER 1/2 L MINIMUM URBAN (LOW SPEED)- 25 MPH OR LESS 100 FEET 100 FEET 100 FEET / p/ SHOULDER TAPER 1/3 L MINIMUM URBAN (HIGH SPEED)- MORE THAN 25 MPH TO 40 MPH 250 FEET 250 FEET 250 FEET TWO-WAY TRAFFIC TAPER 50 FEET MINIMUM URBAN (HIGH SPEED)- MORE THAN 40 MPH 350 FEET 350 FEET 350 FEET DOWNSTREAM TAPERS RURAL 500 FEET 500 FEET 500 FEET TRAFFIC CONTROL (USE IS OPTIONAL) 100 FEET MAXIMUM EXPRESSWAY/FREEWAY 1000 FEET 1500 FEET 2640 FEET 6245 DIAL WAY CI .. FORMULA FOR TAPER LENGTH 'L' CAMPBELL, CA 411/ NOTE See Table A L = WSZ (40 MPH OR LESS) L = WS (45 MPH OR GREATER) 811 . for Sign,Cone Spacing, 60 MINK NUBEt and Taper Lengths REVIEWED( AS NOTED)BY L = TAPER LENGTH IN FEET _/zo_ W = WIDTH OF OFFSET IN FEET Know what's below. PER REVISION 32 OF 33 MIT#' S = SPEED IN MPH Call before you dig. PROJECT INSPECTOR MAY MODIFY ^ FIE N TRAFFIC CONTROL PLANS AS 2 FIELD CONDITIONS DICTATE 8 1 1/800_??7_2600 9220887 . . p NOTE TO CONIRACTOR: IF SIDEWALK AND/OR ANY PEDESTRIAN TRAFFIC ARE TO BE RESTRICTED AND/OR AFFECTED. USE THE FOLLOWING SIGNS TO BLOCK AND REDIRECT FOOT TRAFFC. i K CLOSEDsell- ® `e� ODS 1°EI � "',29-NIA(STANDARD) APPROVAL NOTE: at&t zo•#.�•OM) \ J6'x36.(STANDARD) R9=aA t 4 MAINTENANCE DIG LOCATION TO BE " DETERMINED BY AT&T CONTRACTOR ioia"Q TABLE A AT TIME OF REQUIRED EXCAVATION MINIMUM RECOMMENDED DELINEATOR AND SIGN PLACEMENTTe3?* 4. + 4 w2p-1 TABLE A-1 " W3-4 C9A TAPER LENGTH CRITERIA FOR TEMPORARY TRAFFIC CONTROL ZONES C. > NAHE WORK TYPE OF TAPER TAPER LENGTH T. BE ROAD AHEAD UPSTREAM TAPER5 \�41 \ PREPARE AHEAD MERGING TAPER L MINIMUM STOP S S SHIFTING TAPER 1/2 L MINIMUM S SHOULDER TAPER 1/3 L MINIMUM LA TWO-WAY TRAFFIC TAPER 50 FEET MINIMUM U DOWNSTREAM TAPERS v (USE IS OPTIONAL) 100 FEET MAXIMUM £ � LA FORMULA FOR TAPER LENGTH 'L' �`A- $ ` it � 0-4 ` °-' W3-4 L = $ (40 MPH OR LESS) L = WS (45 MPH OR GREATER) it60 �pSCArE e{' NO. DATE tJo%iii REVISION 1► .4 2 0111/2D14 are PDMS L = TAPER LENGTH IN FEET W = WIDTH OF OFFSET IN FEET PA , • O Se S = SPEED IN MPH i\RGOP PROJECT NUMBER: 13059 ` ' o so 0 INSTALLED BY: ITC SIDEWALK r-___0 DATE: 02/11/2014 I— o VIRGINIA AVE t o M H 7 0- 9 3 TABLE A-3 DRAFTED BY: ITC O (3 0000088e? TAPER LENGTH AND BUFFER SPACE DATE: 02/11/2014 0 O O 0 O O O C.30 O O USE IN TYPICAL APPLICATIONS STOPPING ASIGHT DISTANCE AS SCALE: NTS W20-1 W20-4 C9A W3-4 LANDSCAPE LENGTH OF TAPER 'L' IN FEET A FUNCTION OF SPEED Speed In Width of Speed in THIS DRAWING HAS BEEN ISSUED Mlles Offset•• MPH* Distance TO THE OWNER FOR HIS EXCLUSIVE LANE per Hour* USE.AND ONLY REPRESENTS THE CLOSED 11 Feet 12 Feet 20 115 FEET STATE OF THE PROJECT AS OF THE 20 73 80 25 155 FEET 200 FEET LAST REVISION. NO OTHER USES OR REPRODUCTIONS HAVE BEEN 25 115 125 30 AUTHORIZED BY GLAIR PARK C30 30 165 180 35 250 FEET SERVICES OR THE USTED OWNER. S 5 S S L 150' MIN 35 225 245 40 305 FEET ROW ONE LANE PE 40 293 320 45 360 FEET MEER WORKPREPARE 45 495 540 50 425 FEET AHEAD ROAD AHEAD TO STOP 50 550 600 55 495 FEET ITC _ 55 605 660 60 570 FEET W20-1 W20-4 C9A W3_4 .100 60 660 720 - 65 645 FEET Service 1 65 715 780 _ 70 730 FEET y w 70 770 840 — 75 820 FEET Group, Inc. 0 g. • Posted speed, off—peak 85th percentile speed prior to starting, or the anticipated operation speed. DRAWING TILE: pp TABLE /� �7 •• For other offset widths, apply the formula In table A-1. RECOMMENDED ADVANCE WARNING SIGN SPACING TRAFFIC CONTROL DISTANCE BETWEEN SIGNS 6245 DIAL WAY ROAD TYPE CAMPBELL, CA A B C URBAN (LOW SPEED)- 25 MPH OR LESS 100 FEET 100 FEET 100 FEET 811 URBAN (HIGH SPEED)— MORE THAN 25 MPH TO 40 MPH 250 FEET 250 FEET 250 FEET URBAN (HIGH SPEED)— MORE THAN 40 MPH 350 FEET 350 FEET 350 FEET NOTE:See Table A RURAL 500 FEET 500 FEET 500 FEET for Sign,Cone Spacing, EXPRESSWAY/FREEWAY 1000 FEET 1500 FEET 2640 FEET I DRAWING NUMBER and Toper Lengths REVIEWED( AS NOTED)BY: REVISION DATE. /_125 Know what's below. 3 3 O F 3 3 PERMIT#: ll PROJECT INSPECTOR MAY MODIFY Ca before you dig. FIETRAFFIC CONTROL PLANS AS L NAME FIELD CONDITIONS DICTATE 811'800-227-2600 9220887