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HomeMy WebLinkAboutENC2014-00176 Print Form Permit No 'E '2% Ov\-1� CITY OF CAMPBELL ENCROACHMENT PERMIT IV� DEPT.OF PUBLIC WORKS (for working within the public X-Ref.File 70 North First Street . �Vt right-of-way) Application Date \U Z Campbell,CA 95008 �� G ���� Issued l O (�j Application Expiration Date L\—Z--1 s Ph. (408)866-2150. APN Fx. (408)376-0958' Permit Expiration Date to - 13 - 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.: intersection of S Bascom Av and E Campbell Av,Campbell,Ca Utility Trench Location: located approx 2'behind pedestrian street crossing B. Nature of Work: open trench/bore from MH 34 to MH 69-344;place 2-4"CPC;restore to original or befi 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 PermitConditions 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: Art Castillo/ATT Telephone: 408-635-8812 Address: 870 N McCarthy Blvd,Milpitas,CA E-Mail Address: ac1634@att.com 24-HOUR EMERGENCY PHONE NUMBER: 650-868-3319 Is this work being done by the property owners at their own residence? YES r NO The Applicant/Permittee hereby agrees by affixing their signature to this permit to hold the City of Campbell,its officers,agents,and employees free,safe and harmless from any claim or demand for damages resulting from the work covered by this permit. The Applicant/Permittee hereby acknowledges that they have read and understand both the front and back of this permit,and they will inform their contractor(s) of the information. Applicant js.advised th on i nce of this permit, property owner, or property owner's successors, shall be responsible for any and all damages arising o*t of the con itio f a pri ate i provements in the public right-of-way. Accepted: C- (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: V7. u r- as ty_S To Cc,NT(2l- ESTQ i- j2,-FPI c 6-`) 13444 x-‘,./44.4s SEE PUBLIC WORKS FEE SCHEDULE FOR CURRENT FEES AMOUNT RECEIPT NO PERMIT APPLICATION FEE $ 38 5 PLAN CHECK DEPOSIT $ SECURITY FOR FAITHFUL PERFORMANCE/LABOR&MATERIALS $ CONSTRUCTION CASH DEPOSIT $ PLAN CHECK&INSPECTION FEE $ 3 B5 EMERGENCY PERMIT FEE $ APPROVED FOR ISSUANCE o 1O - U -(3-i 4 For City Engineer Date Permit Expires 12 Months After Date of Issuance r GENERAL PERMIT CONDITIONS 4 1. A Construction Cash Deposit is required. Charges will be made against this deposit if there is an emergency call-out,overtime inspection or when City ordered barricading is required. Any such costs in excess of the deposit will be billed to the Permittee. 2. A one-year maintenance period and surety are required. Such period will begin on date of written acceptance by the City. 3. Refund or the cash deposit balance and refund or cancellation of the Faithful Performance Surety will be initiated by the written acceptance of the work by the City. 4. 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 b ponsible for ensu ' that all those providing services under the applicant are aware and understand all of the above conditions. /6/2/20/V Applicant Date: Contractor (Print Name) Date: J:\FORMS\Templates\Encroachment Permits\Encroachment Permit STATIC form2.pdf Rev.02/14 `A 4 Syed Wahidi From: CASTILLO, ARTHUR J [ac1634@att.com] Sent: Tuesday, October 07, 2014 11:44 PM To: Syed Wahidi Cc: VO, PHAT T; RAMIREZ, SALVADOR Subject: RE: Bascom/Campbell TCP Attachments: 9254971_CONDUIT_PERMIT 1 REV 1.pdf • 9254971_CONDUIT PERMIT 1 REV 1... Hello Syed, Enclosed are the recommended revisions to the traffic control plan as requested by the traffic engineer. Please contact me if further information is needed. Thanks, Art Castillo Mgr OSP Engrg Design 870 N McCarthy Blvd, Milpitas, Ca Work (408) 635-8812 Cell (650) 868-3319 Original Message From: Syed Wahidi [mailto:syedw@cityofcampbell.com] Sent: Tuesday, October 07, 2014 7:42 AM To: CASTILLO, ARTHUR J Subject: FW: Bascom/Campbell TCP Hi Art, Please revise traffic control plan according to the following comments from our traffic engineer: General Comments Bascom Avenue is not drawn correctly. Bascom Avenue has three through lanes per direction. For R9-11 signs, arrow should point to the right. Drawing 4 of 5 C30 signs seem to be in the wrong location. Why put them on the right-hand side? These signs should be within the lane closures tlemselves. Campbell Avenue speed limit is 30 mph. 3. Complete the traffic detour. With M4-10 "Detour w/arrow" and SC3 "Detour w/Up Arrow" signs, show where motorists are to turn (e.g. , eastbound right-turn onto Bascom Avenue; southbound U-turn at ascom/Apricot Avenue) . 4 Southbound approach taper for closure on No. 3 through lane s ould taper to the left to move No. 3 lane traffic to the No. 2 lane. 5. Where are pedestrians who would have used the west leg crosswalk on Campbell Avenue supposed to go? Provide a pedestrian detour or keep the crosswwalk open. 1 16rawing 5 of 5 1. C30 signs seem to be in the wrong location. Why put them on the right-hand side? These signs should be within the lane closures themselves. 2. Complete the traffic detour. With M4-10 "Detour w/arrow" and SC3 "Detour w/Up Arrow" signs, show where motorists are to turn (e.g. , westbound right-turn onto Bascom Avenue; northbound U-turn at Bascom/Pruneyard) . 3. Where are pedestrians who would have used the east leg crosswalk on Campbell Avenue supposed to go? Provide a pedestrian detour or keep the crosswwalk open. Syed Wahidi I Public Works Inspector City of Campbell I Public Works Dept. syedw@cityofcampbell.com ( 408.866.2165 17 408.376-0958 70. N. First Street I Campbell, CA 95008 www.CityofCampbell.com *** eSafe 8 scanned this email for malicious content *** *** IMPORTANT: Do not open attachments from unrecognized senders *** 2 %woo' ISSUE DATE at&t 1 10/14 i • REVISIONS ISSUE DATE REVISED PER CITY COMMENTS 2 10/14 for± b ' "''^j,1 - REVISED PER CITY COMMENTS 3 10/14 r -- F it r , __ _ T - a - . .. ... .. a r ` ,,([(-4 .yam` -' s 4144..691-3x = ' s , LOOKING WEST AT PROJECT LOCATION LOOKING EAST AT DIG UP LOCATION E CAMPBELL AVE. E CAMPBELL AVE. S. BASCOM AVE./ E CAMPBELL AVE. CAMPBELL, CA -_ ��-'� _ LAYOUT PLAN NOTES sf...;r Os w� 'III �� """"" 1. CUT AND REMOVE ASPHALT FROM enslave ' OPEN TRENCH TO PLACE NEW CONDUITS. / __ �•' 2 RESTORE AFFECTED ASPHALT TO GMm° g wag."a xYr L ORIGINAL OR BETTER CONDITION. w." ' R ®,r,t,,. 3 EXISTING UTILITIES ARE SHOWN IN APPROXIMATE LOCATIONS ONLY. TI•ePvne,.d. , NOT ALL EXISTING UTILITIES ARE SHOWN ON THIS PLAN. Mee.„An Maim,'Are 4 CONTRACTOR SHALL VERIFY EXACT LOCATION AND ELEVATION OF rim AFL Network _ ,; :...food 'w ' ALL EXISTING UTILITIES IN AREA OF WORK PRIOR TO CONSTRUCTION. Services �F .� ""' F CALL UNDERGROUND SERVICE ALERT (USA, 1-800-227-2600 AND it m _,—.-- CMrps..'YY•Y P,�._ ` THIS JOB WAS ENGINEERED AND DRAWN BY DAVID ALL OTHER UTILITY COMPANIES AT LEAST 2 WORKING DAYS BUT GARCIA OF AFL TELECOMMUNICATION SERVICES, „1 NOT MORE THAN 14 CALENDAR DAYS) PRIOR TO CONSTRUC ON. INC.UNDER CONTRACT WITH AT&T.FOR QUESTIONS AND ASSISTANCE ON THIS JOB PLEASE CALL ..) •' < 5 CONTRACTOR SHALL USE HAND TOOLS AND EXTREME CARE WHEN ENGINEER AS NOTED IN THE TITLE BOX. .•.ti � rye r• WORKING IN CLOSE PROXIMITY TO EXISTING UTILITIES. o —, a ° ATE °'"°"• PROJEC% SITE CGNST ARC COMP r cdIl t r r_,,..,,;..II�: a *,5`I u, Li CT1®1�' INDEX GED/CO N478 L a ' „n� 'MAC =ComcNre Ave CON " 1 COVER EXCHANGE SNJSCA12 n...6„.......0 „„ �„ ;_ , � \,1 ,, ' FOR Campbell , 2 LAYOUT PLAN ENGINEER A. CASTILLO ^' r,�.Key �r of Camp S 1L .-O0 7�' 3 TRENCH DETAILS TELEPHONE (408) 635-8812 " "'°"""• k‘ehaerIV .e .- Iaw City L 4 TRAFFIC CONTROL PLAN-1 ENGR ARC VOKDJW550 i mit '`��' 5 TRAFFIC CONTROL PLAN-2 Works per TYPE OF CONSTRUCTION LOCATION DETAIL T. M. 853—G6 public st hove theSe P1Oio 6 DETOUR ROUTE Contractor construct PROJECT PERMIT on the lob ,7c d,��ina RO/EST NO 9254971 DWG 1 OF 6 P 504 —— BUILDING OA U*Fir N ISSUE DATE _ ..g at&t 1920 I I OTHER UTILITIES THAT ARE NOT �\- -' 1 10/14 SHOWN MAY EXIST IN WORK AREA. LOCATION&DEPTH OF EXISTING SUBSTRUCTURE NOT GUARANTEED. SIDEWALK i - I CALL USA TOLL FREE 48 HRS PRIOR TO DIGGING FOR ALL SUBSTRUCTURE MEDIAN ���/// I u LOCATIONS `J 800-227-2600 or 811 O - - -. __ - - - G� ,D S D ©Livy ip) DID3 FL,FL] ,n,W O (:: Lu S MEDIAN SS P. ) ISS — - cn - 1 i -- -- 1 t: 1 ---4MH 34 `f) G) (SEE DRAW)NG 3 FOR DETAIL US BANK Z O 1CD Mi,OPEN TRENCH/BORE FROM 34 T MH 69-344 1998 0O 1 1- PL (N) 130'± 2-4" CPC FOR TEL of in1 ct M DIA — I1%1 (.O 20, 1„ Z„ 1"=2� 40' SIDEWALK 2 MEDIAN - SIDEWALK ° MH 69- �, ,-> N SHELL GAS 2029 Q MEDIAN o N „ 1 O ©nilif _ nV O \ i=› 0 4 .c . •$-----0---- i) L___ o--0` STREETLIGHT -LOG- LIP OF GUTTER J O FIRE HYDRANT - S - SEWER/STORM DRAIN " Q .n I /A` SIDEWALK CONST ARC DATE -Q CITY MONUMENT C/L CENTER LINE !, rC.--- GEO/CO ❑ - E - ELECTRICAL _ ILII N478 ® JOINT UTILITY POLE -TEL- TELEPHONE L EXCHANGE SNJSCA12 SCA 12 O MANHOLE O-o- F LNCELINE I ENGINEER A. CASTILLO co -6- SIGN -W - WATER d TELEPHONE (408) 635-8812 • BOLLARD ® STORM DRAIN BUSH O, ENGR ARC VOKDJW550 >a SAI CABINET 6 TREE I BUILDING TYPE OF CONSTRUCTION BOW BACK OF SIDEWALK CPC TYPE C-40 PLASTIC CONDUIT 2020 PROJECT FOC FACE OF CURB RO/EST NO 9254971 SW SIDEWALK I DWG 2 OF 6 P 504 -- � ISSUE DATE �%•4`m.' ../, a l$tt 1 10/14 Trench Detai: B-3 Open Graded AC -IF+id11alCOVIw-TOO A 1 oa><twl Mal "!crow i[.inf* ter I.al�tariaad�C'fll� _U�h -�'?Cieai � ,.,*f,.a.r.aI•fy.....I.a..rri...n4S•! Pa a.*w[lirrrwwv Los M EI 0004.E 44•110.4.‘44,41.41 bmioat MA 4.4,1 r4r4r►rla rdii ow _` I wr/..ri..li d.Law..s r 114.4.44441 by#w glair R 1 i' r . t ,.. '.r4. �srsr 11.0), Ill r- te,' �''�at�"+ a'"a'."i7s . f -I"-_ _... .. _ ow r i..,�roast ionar es i. OM liminowbWellikay It SW ' •• ra.•-w.y,� +.aria _ I iliailb*Oli top 1 term imil —al IP '.a.7�:i�.i„�fi�: !��r'+`s i 2. 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Odor rirr•IV1iN 4wpi.M 1r•••••••••••••4A444es r..r,..+.•• Sakai i CsrP.riYiar►1M 41 Irk riUr`y swigriii.r+er.r Yr.Yr, [wiry era EE`T` TRENCH PAVING Dc MIL 2 mi OtiM Owns itt}rY viola MI GirYwaim fdM1 i imb.r if e» Sp.-,,,�., falrbmii 11.44444m•141 I Wasp.r.ww. M.+'ris ere,.•,.1� .1! aiYefii Ow mks*.sod.Ar rall i is mar.'r mmaink a~mit itiYriiii► UNIMONUMBEEMILMNIMAKISSIM Mum+ftullmis EXIST. GROUND NEW 2-4" CONDUITS EXIST. UTILITY DATE CONST ARC COMP GEO/CO N478 12" MIN. CLEAR (TYP) FOR OPEN CUT TRENCHING OR BORE EXCHANGE SNJSCAI2 ENGINEER A. CASTILLO fcST UTILITY TELEPHONE (408) 635-8812 12" MIN. CLEAR (TYP) FOR OPEN CUT TRENCHING OR BORE VOKDJW550 ENGR ARC TYPE OF CONSTRUCTION TYPICAL CONDUIT CROSSING PROJECT PERMIT RO/EST NO 9254971 DWG 3 OF 6 P 504 -- PLACE R9-11 SIGN I I I WISSUE DATE AT PRURUNEYAJ0RD SPEED NO. •F LANES W20-1 SIGN - LIMIT atCENTER 35 I I I VX.C t 2 1 10/14 OR N RIGHT C20 (RT) SIGN I I I I ROAD / L WORK OEN LAN LANE CJ W3-4 SIGN I I I I LEGEND AHEAD CLOSED CLOSEDI1 TYPE III BARRICADEW/SIGN AHEAD C9A SIGN . I I I ❑I )--( TYPE II BARRICADE W/O SIGN • W • CHANNELIZING DEVICE W20-1 C20 C30 • I I I�I T TRAFFIC L J OSIGNALIZED INTERSECTION ARROW PANEL(FLASHING ARROW)(WHERE REQUIRED) /• s ' B E ' I I I I HIGH LEVEL WARNING DEVICE(FLAGTREE)(OPTIONAL) END PREPARED ROAD WORK / T/ • I I Q I • TOW AER STOP �I TANS TOW AWAY NO STOPPING_TO_(SHOW HOURS) G20-2 Lo TANSAT TOW AWAY NO STOPPING ANY TIME C9A W3-4 f Y I I lOl J r// f� WORK ZONE(ACTIVITY AREA)LIMITS I�/� Y I LiJ DIRECTION OF TRAFFIC(NOT PAVEMENT MARKING)I I 0 E /� O ROADWAY DESIGNATION(A THROUGH D) I I I JV/n/Vl�l d I I Ir.,-,I 00 I BUILDING I I I I 1920 �•�I I IOI -C30SIGN LANE CL05uRE F AM - 3_.:.=q; 9 Pe/ ,� - R01,P►J'-- SIDEWALK I ° I ° I b 01 '1 I I4 I _ D _ _ _ _Q — _ f at _ _ _ _ _ _a COQ �3�LI QV m5 a MEDIAN STRIPE MEDIAN t b • • • • , P ; ' • D. '_ ' ' �� �;MH 34 US BANK Sri PEE 1998 LIMITD z 30 R9— N— n r r NO PARKING SIDEWALK in rt1 SIDEWALK 6 .' 55 05 Q a 1`j n 3 MEDIA zso 250' SHELL GAS I I I I ©[\--E-�PI �)_11-,[1_, ,I AY. _ ❑ 2029 Q QDATE V I I O1O1 lei SIDEWALK C❑NST ARC COMP GENERAL TRAFFIC CONTROL NOTES _ I I I I 4 ((:--- GE❑/CO N478 EXCHANGESNJSCAI2 TRAFFIC SHALL CONFORM TO THE CALIFORNIA MANUAL ON UNIFORMTRAFFIC CONTROL DEVICES(MUTCD)AND 2010CALTRAN55TANDARDS. TABLE A ENGINEER A. CASTILLO NO LANE CLOSURES PERMITTED BEFORE9:30AANDAFTER3:30P. MINIMUM RECOMMENDED DELINEATOR/CONE I I I I2TELEPHONE (408) 635-8812 &SIGN PLACEMENT c2o-2 slcr VOKDJW550 ACCESS TO DRIVEWAYS SHALL BE MAINTAINED AT ALL TIMES. POSTED SPEED TAPER LENGTHL DELINEATOR SPACING ARSEN NCE O NG SSR I I I I )_ -1 SIC C'? may� ENGR ARC ONE LANE SHA IC IN SHALL NT AON AND AL- VOLUME LIMIT TAPER TANGENT "V TYPE OF CONSTRUCTION TURNING LANES SHALL BE MAINTAINED AT ALL TINES ON ALL STREETS AT A MINIMUM LANE WIDTH OF 10 FEET. (Kmh) Im) (m) (m) (m) 20 MPH (40) 125 FT. (5) 25 FT. (8) 60 FT. (15) 100 FT. (45) I I I I PROJECT PERMIT ANY CONFLICTING SIGNS,STRIPING AND PAVEMENT MARgNGS SHALL BE 30 MPH (45) 180 FT. (55) 30 FT. (9) 60 FT. (1 B) 250 FT. (60) Li REMOVED OR COVERED BEFORE TRAFFIC CONTROL ISM PLACE.ANY SIGN,STRIPING OR PAVEMENT MARKING REMOVED OR COVERED SHALL 35 MPH (50) 245 FT. (75) 35 FT. (11) 70 FT. (21) 250 FT. (75) _ BE REPLACED WHEN TRAFFIC CONTROL IS NO LONGER NECESSARY. 40 MPH (60) 320 FT.(100) 40 FT. ((2) 80 FT. (24) 250 FT. (105) (I) I I I I /�I C RO/EST/EST N❑ 9254971 '50 MPH (70) 540 FT.(165) 45 FT. (14) 90 FT. (27) 350 FT. (170) SCALE. NONE. DWG 4 or 6 P 504 SAFE PEDESTRIAN ACCESS SHALL BE MAINTAINED AT ALL TIMES. '50 MPH (80) 600 FT.(185) 50 FT. (15) 100 FT. (30) 350 FT. (185) 55+MPH (85) 1000 FT.(305) 50 FT. (15) 100 FT. (30) 1000 FT. (305) I I I 1 W20-1 SIGN -e- -.J I CENTER NO. ?F LANES `� LOCI+p} ISSUE DATE Q 3 RIGHT OR 1 10/14 Lu Q i I ROAD LANE END WORK ®LANES CLOSED DET0UR> ROAD WORK "q AHEAD CLOSED Lf AHEAD' M4-10R G20-2 SIDEWALK I W20-1 C20 C30 MEDIAN V ,, 4 I 4 G20-2 SIGN U LA a sC Cto so c FRAM 61 .44. 1..1 A — 3 pis" -J ��j --- w US BANK IA ©QIJVLJnnnn P E-- Ln1W E❑ 0 1998 MEDIAN ) 100' 100' 100' z o (7 z PEDESTRIAN c? z MEDIAN 4-DETOUR N P co o d ( vtEDl /11-4°'' N I SIDEWALK z SIDEWALK w SIDEWALK w rCD n , I /.�% � • SLIMED 325 aMEDIA' J .• SHELL GAS I w� • • • gL�LiI"/D E�� QV E❑ 2029 U • oft 3 I z + SIDEWALK SIDEWALK w y (n t • PEDESTRIAN DETOUR—]t • I ❑ I I ( ow 'TAA,tfC LEGEND I I a H TYPE III BARRICADE W/SIGN UT ill }-( TYPE II BARRICADE W/O SIGN I I N • CHANNELIZING DEVICE C30 SIGN T TRAFFIC CONE WITH CLIP ON SIGN DATE T SIGN I I J CONST ARC COMP O SIGNALIZED INTERSECTION ///III© GENERAL TRAFFIC CONTROL NOTES GEO/CO N478 ARROW PANEL(FLASHING ARROW)(WHERE REQUIRED) li I �� I ,� EXCHANGE SNJSCA12 SCA 12 N TRAFFIC SNALL CONFORM TO THE CALIFORNIA MANUAL ON UNIFORM HIGH LEVEL WARNING DEVICE(FLAGTREE)(OPTIONAL) TRAFFIC CONTROL OEVICESIMDTCDI AND 2010CALTRANSSTANDARDS. TABLE A ENGINEER A. CASTILLO HIGH R NO LANE CLOSURES PERMITTED BEFORES30AAND AFTER]:3oP. MINIMUM RECOMMENDED DELINEATOR/CONE A 408) 635-8812 I� i. C20 (RT) SIGN &SIGN PLACEMENT TELEPHONE Q I ACCESS TODRNEWAVS SHALL BEMAINTAINEDATALLTIMES VOKDJW550 TANS TOW AWAY NO STOPPING TO_(SHOW HOURS) I FISTED SPEED TAPER LENGTH L DELINEATOR SPACING SIGN SPACING S ENGR ARC ONE LANE OF TRAFFIC IN EACH DIRECTION AND ALL HIGH VOLUME LIMIT TAPER TANGENT 8.ADVANCE TW N TAPER �"'� TANSAT TOW AWAY NO STOPPING ANY TIME 0 0 TURNING LANES SHALL BE MAINTAINED AT ALL TIMES ON ALL STREETS 8 BETWEEN SIGNS `•YV AT A MINIMUM LANE WIDTH OF I0 FEET. (IO^m) (m> (m) Im! Im> +-' TYPE OF CONSTRUCTION �j//1, //�� WORK ZONE(ACTIVITY AREA)LIMITS 25 MPH (40) 125 FT. (40) 25 FT. (8) 50 FT. (15) 100 FT. (45) PROJECT PERMIT //1 I 'SP ED' ANY CONFLICTING SIGNS,STRIPING AND PAVEMENT MARKINGS SMALL BE LINT N 30 MPH (45) 180 FT. (55) 30 FT. (9) 60 FT. (18) 250 FT. (60) REMOVED OR COVERED BEFORE TRAFFIC CONTROL IS IN PLACE.ANY DIRECTION OF TRAFFIC(NOT PAVEMENT MARKING) /I�\ /� SIGN,STRIPING OR PAVEMENT MARKING REMOVED G COVERED SHALL 35 MPH (50) 245 FT. (75) 35 FT. (11)2 70 FT. (21) 250 FT. (75) I VI)/� L C I W20-1 SIGN BE REPLACED WHEN TRAFFIC CONTROL 6 NO LONGER NECESSARY. 40 MPH (60) 320 FT.(100) 40 FT. (12) 80 FT. (24) 250 FT. (105) -- O ROADWAY DESIGNATION(A THROUGH D) J J '45 MPH (70) 540 FT.(165) 45 FT. (14) 90 FT. (27) 350 FT. (170) RD/EST NO 9254971 SAFE PEDESTRIAN ACCESS SHALL BE MAINTAINED AT ALL TIMES. •50 MPH (80) 600 FT.(185) SO FT. (15) 100 FT. (30) 350 FT. (185) SCALE: NONE •55+MPH (85) 1000 FT.(305) 50FT. (15) 100 FT. (30) 1000 FT. 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