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3698NOTE: With proper validation this form constitutes an CITY OF LA QUINTA encroachment permit APPLICATION FOR PERMIT PUBLIC WORKS CONSTRUCTION (ENCROACHMENT) For the construction of public or private curbs, driveways, pavements, sidewalks, parking lots, sewers, water mains and other like public works improvements in connection with MINOR IMPROVEMENTS and APPROVED SUBDIVISIONS DATE: 6426/0s LOCATION OF CONSTRUCTION SOUTH SIDE OF (Street address or Description of Location) Subdivision Improvement Permit — Class I I I Minor Improvement Permit Class IV AVENUE 50 WEST OF JEFFERSON STREET PURPOSE OF CONSTRUCTION RAISE VERIZON MANHOLE LILTS TO NEW GRADE DESCRIPTION OF CONSTRUCTION $CI TO REMOVE ASPHALT SURROUNDING MANHOLES TAISE LIDS TO GRADE AND APPI;T CONCRETE DIMENSION OF INSTALLATION OR REMOVAL TRAFFIC CO1MnT, USING WATCH PLAAl FOR LAN3 CLDSURF, SIZE OF EXCAVATION, IF NEEDED Sketch (attach construction plans if appropriate) APPROXIMATE TIME WHEN WORK WILL BEGIN APPROXIMATE TIME OF COMPLETION2 DAYS WORM IStttiAli CE ESTIMATED CONSTRUCTION COST $ 11785-07 (Including removal of all obstruction, materials, and debris, backfilling, com- paction and placing permanent resurfacing and/or replacing improvements) In consideration of the granting of this permit, the applicant hereby agrees to: SEE ATTACHED SPECIAL CONDITIONS Indemnify, defend• and save the City, its authorized agents, officers, representatives and employees, harmless from and against any and all penalties, liabilities or loss resulting from claims or court action and arising out of any accident, loss or damage to persons or property happening or occurring as a proximate result of any work undertaken under the permit granted pursuant to this application. Notify the Administrative Authority at least twenty-four (24) hours in advance of the time when work will be started. Comply with all applicable City Ordinances, the terms and conditions of the permit and all applicable rules and regulations of the City of La Quinta and to pay for any additional replacement necessary as the reessuullt/b(,'f this work. }t Signature 16pplican or Agent >RCI COMMUNICATION 11201 BARREL STREET PO BOX 487 MIRA LOMA CA 91752 760 343 3334 Name of Applicant (please print) Business Address Telephone No. SAME AS ABOVE AM LARRY WILSON Name of Contractor and Job Foreman Business Address Telephone No. 378587 C:) f R4;z_ Contractor's License No. City Business" License No. Applicant's Insurance Company Policy Numb% FEES: Subdivision Improvement Permit — Class III Public improvements: 3% of estimated construction costs ,, �QrtJIN1A Ott, Private improvements: 3% of estimated construction costs CINANCEpEPT• Minor Improvement Permit — Class IV: See attached schedule Inspection Fee $ 53.55 PERMIT VALIDATION Permit Fee 100.00 3698 PERMIT NO. Penalty Cash Deposit -Surety Bond DATE APPROVED 06/25/02 if required EXPIRATION DATE 12/31/02 TOTAL: $ 153.55 DATE ISSUED �= �" . ,. f'101? Receipt No. �8�f •' f J Received by Date By Administrative Authority Recorded by 11 Telephone: (760) 777-7075 SPECIAL CONDITIONS --PERMIT NO. 3698 HCI Communication In addition to the standard permit conditions, the following shall apply: 1. Pursuant to Section 14.16.320 of the La Quinta Municipal Code (Ordinance 10 § 1 (part), 1982), all work shall be performed in accordance with the latest edition of the Standard Specifications For Public Works Construction (SSPWC) and as directed by and to the satisfaction of the City Engineer. 2. HCI Communication, hereinafter referred to as "Permittee", shall be responsible for providing continuous dust and erosion control. 3. Streets shall be kept clean. They shall be completely cleaned at the end of each working day and more . frequently if required. 4.' Pursuant to Section 6.08.050 of the La Quinta Municipal Code (Ordinance 18 § 1, 1982), throughout the work site, the Permittee shall comply with City regulated work hours. Operation and maintenance of equipment within one-half mile of human occupancy shall be performed only during the following time periods: October 1 st to April 30: Monday -Friday 7:00 a.m. to 5:30 p.m. Saturday ' 8:00 a.m. to 5:00 p.m. May 1 st to September 30: Monday -Friday 6:00 a.m to 7:00 p.m. Saturday 8:00 a.m. to 5:00 p.m. Work shall be prohibited on legal holidays and Sundays. 5.. Work performed within 500 feet of a signalized intersection is restricted between the hours of 9 a.m. - 3 p.m. Traffic control shall be set up after 9 a.m. and removed before 3 p.m. The Permittee shall contact the Riverside Country Traffic Signal Maintenance Department at (909) 275-6894 if signal operation at the intersection is to be altered in any way. 6. Pursuant to Section 14.16.110 of the La Quinta Municipal Code (Ordinance 10 § 1 (part), 1982), Permittee shall assume responsibility for repair of any pavement damage to any public or private street and for any damage to other City streets or facilities as a result of work performed under this permit. 7. Pursuant to Section 14.16.250 of the La Quinta Municipal Code (Ordinance 10 § 1 (part), 1982), advance warning signs and traffic control shall be installed and maintained in accordance with Cal Trans Standards or the Work Area Traffic Control Handbook (WATCH Manual). A traffic control plan shall be prepared in accordance with the WATCH Manual and submitted to the City for review and approval one (1) week prior to starting any construction. It shall be the Permittee's responsibility to appropriately detour and barricade all construction sites. Special Conditions - Permit No.3698 Pagel of 4 SPECIAL CONDITIONS--PEFMT NO.3698 HCI Communication 8. Pursuant to Section 14.16.290 of the La Quinta Municipal Code (Ordinance 10 § 1 (part), 1982), street closures shall not be permitted. A minimum of two (2) travel lane of paved surface shall be maintained at all times. 9. Prior to excavating, if required, the Permittee shall contact Underground Service Alert at 1-800-422- 4133. It shall be the Permittee's responsibility to notify the Public Works Department of anticipated excavation which impact City facilities, including but not limited to traffic signal conduits and loops, irrigation lines, electrical conduits, and storm drain facilities. 10. Should additional work, materials, or modifications of the work be required in order to meet City standards, safety requirements, signage requirements, or to fit actual field conditions, the work shall be performed by the Permittee as directed by and to the satisfaction of the City Engineer at no cost to the City of La Quinta. 11. Pursuant to Section 14.16.370 of the La Quinta Municipal Code (Ordinance 10 § 1 (part), 1982), backfill compaction within street rights -of -way shall conform with Section 306-1.3 of the latest edition of the Standard Specifications For Public Works Construction (SSPWC), except as otherwise specified herein. Native material may be used as backfill material provided that minimum compaction, achieved in the manner prescribed herein, is achieved. Backfill shall be performed by mechanical means; no water densified compaction via jetting or flooding or other means shall be allowed. It shall be the Permittee's responsibility to provide appropriate geotechnical supervision, testing, and inspection, onsite, at all times during backfill operations. Backfill compaction shall be achieved by the following conditions: A. When a firm foundation is not encountered due to soft, spongy or other unsuitable material, such material shall be removed to the limits directed by the Geotechnical Inspector and/or the City Inspector and the resulting excavation backfilled with pipe bedding material. B. Backfill materials shall be brought to or maintained at an appropriate moisture content for compaction. The appropriate moisture content range shall be established at the onset of the project and ensured prior to use of the materials through progress testing on the stockpiles. C. The first length of trench backfilled shall be backfilled in the presence of the City Inspector. Compaction shall be tested at random depths at approximate three-foot vertical intervals as backfill is placed to ensure the effectiveness of the compaction methods and to establish the depth of lift that can be compacted. D. If lifts greater than one foot are attempted in this trial length of trench, compaction tests shall be taken within the lifts to ensure that the full depth of the lift is compacted. Upon satisfactory completion of this portion of trench, the City Inspector shall establish the maximum lift thickness to be compacted for the remainder of the project. Special Conditions - Permit No.3698 Page 2 of 4 SPECIAL CONDITIONS --PERMIT NO. 3698 HCI Communication E. In subsequent lengths of trench, the frequency of compaction tests shall equal one per each lift of backfill, per 300 linear feet of open trench, at randomly selected locations within the open length of trench. F. The depth of the randomly selected compaction tests shall also be randomly selected except that where multiple tests are required in a given length of trench, the tests shall be no closer than three feet (vertically) from each other. G. If any compaction test fails, previously placed backfill (in the same length of open trench or previous lengths of trench) which is represented by the failing test (as determined by the City Inspector), shall be tested for compliance with compaction requirements. H. All costs incurred due to the conditions above shall be borne by the Permittee. Copies of all test results shall be fiarnished to the City Inspector. 12. All excavations within City of La Quinta right-of-way shall be backfilled, and temporarily paved if within the existing travel way, at the end of every workday as directed by and to the satisfaction of the City Engineer for the protection of the public. Lengths of open trench shall not greatly exceed that which can not be backfilled in the same day. Excavated trenches shall not be allowed open overnight, however, Permittee may leave a length of excavated trench, not to exceed twenty (20) feet in length, open overnight at a point where construction will begin the next day, provided that this length of trench is completely covered by steel plating. 13. All landscaping, irrigation, decorative rock, decorative concrete, lighting, etc., shall be replaced to its original condition. 14. Access and egress to all local properties shall be maintained at all times. 15. Pursuant to Section 14.16.375 of the La Quinta Municipal Code (Ordinance 10 § 1 (part), 1982), permanent pavement replacement shall be completed no later than seven (7) days after the completion of the work. Permanent pavement replacement shall conform to the following conditions: A. Existing asphalt concrete pavement shall be sawcut one (1) foot beyond trench edges. Edges shall be straight and clean. B. Permanent pavement replacement structural section, within all trenches, shall be 1" thicker than existing of asphalt concrete over the same existing thickness of crushed aggregate base or crushed miscellaneous base, meeting the requirements of Sections 200-2.2 and 200-2.4 of the Standard Specifications for Public Works Construction. The replaced pavement and base material shall be compacted to 95% relative compaction and respectively tested, for each 300 linear feet of trench. Verify exact structural replacement section thicknesses with the City prior to installation. Special Conditions - Permit No.3698 Page 3 of 4 SPECIAL CONDITIONS --PERMIT NO. 3698 HCI Communication C. Permanent pavement replacement shall be installed using a City approved V max medium asphalt concrete as the base course lift and a City approved'/2" max medium finish course lift for capping. Asphalt concrete mix design shall be approved by the City prior to its placement. D. Cold -Mill and Overlay - The existing pavement which was properly protected in place during the trenching operation located adjacent to the trench saw cut shall be cold -milled to a depth of 0.10 feet with butt joint created next to the existing unmilled pavement surface. The cold -milled area and base asphalt concrete in the trench area shall be overlaid with a City approved C2-AR-4000 asphalt concrete mix. The width of the cold milling area shall be as follows: For longitudinal trenches located in a parking lane: two (3) feet outside the sawcut removal lines. For longitudinal trenches located in a traffic lane: two (3) feet outside the sawcut removal lines, or to the lane line striping, whichever is greater. For transverse trenches across existing street: two (2) feet outside the sawcut removal lines. E. If grinding and capping operations are not performed in the same day as base paving operations, the base course lift of 1/4" max medium asphalt concrete shall be installed from saw -cut edge to saw -cut edge flush with the existing street surface. The base course lift of paving shall not be left 0.10' low in anticipation of grinding and capping. F. Any existing lane striping or any existing detour lane striping affected by this resurfacing shall be replaced in kind by the Permittee, as directed by and to the satisfaction of the City Engineer. Affected traffic signal loops shall be removed and replaced in kind. The finished pavement surface shall be smooth, consistent, and shall conform to the surrounding grades. 16. Permittee shall permanently stabilize any and all soil that was disturbed as a result of work performed under this permit with an approved dust control treatment. Soil stabilization shall be done immediately after completing the operation. 17. Pursuant to Chapter 12.56 of the La Quinta Municipal Code (Ordinance 10 § 1 (part), 1982) the City has designated certain city streets as Truck Routes. The weight limit for restricted streets (i.e., streets not part of the Truck Route network) is three (3) tons; trucks exceeding the weight limit may use a restricted street if making a delivery or pickup on the subject street, or if this permit specifically grants permission to use the street to deliver street construction materials and/or equipment. 18. The City of La Quinta reserves the right to revoke, suspend or void this permit at any time. 19. The permittee shall indemnify, hold harmless and assume the defense of the City from all damages, delay costs, costs or expenses in law or equity that may arise out of work under this permit. 20. This permit allows for the raising of manhole lids nos. 210, 211, 212 by removing existing asphalt and installing new concrete rings. Special Conditions - Permit No.3698 Page 4 of 4 Ai:th proper .asidat;or m s term Constitutes ar artiorcm2wrient permit CITY OF LA QUINTA APPLICATION FOR PERMIT PUBLIC WORKS CONSTRUCTION(ENCROi -._'`, r. For the construction of public or private curbs, driveways• pavements, sidirmam- partd:tq kL staeaaw1w wioilrLso, and other like public works improvements in connection with MINOR IMPROVBEi-SS wd APrgDu®Si> 1S1OlM 06/ 12 / 02 Subdivision �2 Puts:= — C� IU DATE: Minor trap eeseet iner Cass IV -- LOCATION OF CONSTRUCTION S/S AVENUE 50 W/O JEFFERSON (Street address of Description of Location) RAISE VERIZON MANHOLE D S 9F CRN O?F11(: ( 'nki 1;U rtLrwvL M.3rnML l StJRR , , . fie. a . 1. C81aatomiA11;1 Ll Sketch 'mot r.,rtsr uc:i= P&n= I appropriam) Co"Ot77drVS VZ W.O. 0543-8POO1EJ SIZE OF EXCAVATION, IF NEEDED FRIAPPROXIMATE TIME WHEN WORK WILL BEGIN ASAP APPROXIMATE TIME OF COMPLETION 2 DAYS 2002ESTIMATED CONSTRUCTION COSTS 17R; .On(Including removal of all obstruction, materials, and debris, backfilling, eompaction and placing permanent resurfacing and/or replacing improvements)`�� In consideration of the granting of this permit, the applicant hereby agrees to: Indemnify, defend- and we the City, its authorized agents, officers, representatives and errtg Rarm. fog mod sPiazz sear and an penalties, liabilities or loss resulting from claims or court action and arising out of any ac=idm=. Ions or dle=W sb osa a ar property happening or occurring as a proximate result of any work undertaken under the permit t yurszast to ftia appEcacion_ Notify the Administrative Authority at least twenty-four 124) hours In advance of the erne amen coca# v be xsesL Comply with all applicable City Ordinances, the terms and conditions of the permit and a0 rain and sf she City of La Ouinta and to pay for any additional replacement necessary as the resin d9this Signature of Applica-m s Aq rt HCI COMMUNICATION 11201FIARREL ST. P.O. BOX 487 MIRA LOMA, CA 4752 Name of Applicant (please print) Business Address Teephmx so. LARRY WILSON 1000 PALMS OFFICE 760/343-3334 Name of Contractor and Job Foreman Business Address Tiriepvorm N+o_ CA 378587 Contractor's License No. City 9:sanes LiQese 111113- Applicant's Insurance Company F-ZTaCy Nuarnc FEES: Subdivision Improvement Permit —Class III Public improvements: 3% of estimated construction costs Private improvements: 3% of estimated construction costs Minor Improvement Permit — Class IV: See attached schedule Inspection Fee S 1AC) _ Permit Fee S3 Sr Penalty Cash Deposit -Surety Bond if required TOTAL: S {�✓?✓•Ss Receipt No. Received by Date PEP-WT VALIDATX:hM PERMIT NO. DATE APPRZ'.SD EXPIRATIC`::ATE DATE ISSUED By Recorded by Telept-cre —50) 7771-7t75 I •23497 2441.10 (87) M•182034 MANHOLE MH •114 tO'6'X5'X6'6' 50TH AV N V 0 U U B n 0) U U '23757 •2375 �-121781 ,`O1 •23752 G a2 m M TOP •23758 2441.10 (81) PAC 23753 °23757 2441.10 (79) M°181401 (TO M-181401 •23764 •23498 •23762 2441.10 (81) 4'PVC 6 }<}< 656'W-W 01 4-PVC14- 2 4'PVC 2 101W-W 2078'W-W ��y' lJ ,hJ •121781 2441.10 (01) M-18004'GT42 0 (� a 4'GT42 2 2 0 759'W-W �- l}J{ - TOP- ....TOP -- •23752 2441.10 (87) - 1 2 • - 2374 2441.10 f87) M•181401 _ TOP - •23753 2441.10 (871 • O© M I81401 M°181401 4'PVC 2 1 4'PVC 2 St 2 102'W-W 27'W-W 1 02'W 02W •23498 2441.10 (87) TOP M•181401 4'PVC 4 10'W-W ©u La u z 0 w LL w w -i m a c) a 0- C-0602-A REfM� —N �V*diw IN E"ECT REVISED AUTK L COMP. DATE Lff �.12772210 (89) MANHOLE MH •210 ry in •I27686) A N L 40 •127690 2 U Li pp R=gO' M L.40 e121789 2441.10 loll "I 78 M•180006 4'GT42 2 574'W-W •121783 -121783 2441.10 (01) M•180006 a 0 4•GT42 2 r 589'W-W •12768G 24,11.10 (02) M•180006 0 o 4•GT42 2 y 0 10 W-W p] N 4. 0) ' -127690 2441.10 (02) r.. - 4°GT42 2 08 320'W-W to � PROPRIETARY INFORMATION FOR USE BY AUTHORIZED VERIZON EMPLOYEES ONLY SCALE: 1'=50' w TAX AREA RES.ZONE = ¢ 2:33 H W Fw-- I37 z N 0 `-' I.- U W J 0- UG ROUTE REF. COND & MAN H REF STATE/AREA DISTRICT CA HIM DESERT/SUNBELT EXCHANGE SERVICE SEC110N GTE CALIFORNIA, INCORPORATED z a 0 w 0 IMPORTANT NOTICE INDIO GTE Callfornla Incorporated VGTEC') does not assume N resporesbilrty for the accuracy or completeness of f— _ HIRE CENTER 0543 LA OUINTA CA-776-0013 PLAT NO. VerizOn C11 ARI-=A::::] STATE: CA DIVISION: INLAND VALLEYS E :CH.: IN DID w.C.: M+-S w6 NO.: S P(y)1IP S TAX DST- CONTROL NUMBEn: TITLE: Win 3 M HS Tb EIRRIO - S IS w 5 DATE: REV. DATE: SCALE: DRWN ENG APRVD PRINT FILE: n �WLr hI. I I OFZ J •131303 2441.10 (PP) <31`001GE) M-180005 2'GT42 4 '131303 20'W-W •131284 2441.10 (PPI 13P00IGE> M-180045 P83X5 PB •443 '1312AS •131286 2441.10 (PP) <31`0016E) M•180005 2'GT42 4 20'W-W •131288 2441.10 (PP) <3P00IGE) M-180005 2'GT42 2 260'W-W •131289 244L10 (PP) <3P001GE> M'180045 PB3X5 P8 '444 *131291 2441.10 (PP) 13POOIGE> M180045 P83X5 PB -445 R1�5UST TU (�RftT�� •131287 2441.10 (PP) <31R001GE> M-180006 4'GT42 2 410'W-W i cl « M 182034 N MANHOLE •211 "121789 2441.10 (01) M'180006 3 4'042 2 0 A s 574'W-W ey E 127690 2441.10 (02) TOP M'180006 4'GT42 2 5 '127690 r-+ 320'W-W ' LOOK W C7 D 7p 3--+ r TOP O •127694 17- •127694 2441.10 (02) A -D 7> M-180006 6065 ;0 4'GT42 2 G 70'W-W OK 'N' j> O o n B 429 3' 5' X 4' T P • '127696 2441.10 (02) M-180006 A B 4'GT42 4 1 2 127696 10'W-1J LOOK TOP 012 698 '127698 2441.10 (02) B M'180006 4'GT42 3 2 192'W-W L OK 'N' L) •127721 2441.10 (01) W M'182050 a PULLBOX P8 '429 W ca u • a a C-0604-B tio�m o m� aE N NWN •131301 2442.10 (PP) e�Ns 13P001GE> M-180045 inmaa P83X5 PB •442 ��um amp tacoM v NwE C (%J NBO mZ Ina¢ TOP v£ i 10' Du LK.N. flDNST TO MUE e'.0 '1. "131280 2441.10 (PP) •131282 2441.10 (PP) 0`6.V-'V •131281 2441.10 (PP) <3P00IGE> M-180045 <3P001GE) M•180008 +2-2' �`timm', 2 <3POBIGE> M•180006 P63X5 PB '446 4'GT42 2 2801W-W +ti q> L5•t) T 4'GT42 2 300'w-W •:19299 2441.10 1001 0121792 244110 (yl 180I2 10 50TH AV M-182034 MANHOLE '212 \\M 4 PVC 2 82'W-W L •23762 '124979 �i`a4p@ / 21.5' 20, «ll92' } U W 4 J08) TOP m M ' •124979 2441.10 (00) TOP TOP 4'GT42 4 4 4 LK.W. LK.W. - 1121793 2441.10 (01) - M'180006 4•GT42 2 0 }{ Y 570'W-W •23762 2441,10 (81) M-181401 4'PVC 2 2076'W-W _ C�06�2-N I ) \\-- '11� CMLC Rl/ERENLE F- (f1 z 0 co W u- Lj- ti -127728 2441.10 (02) 4'GT42 4 (TOP 56 84'W-N 3 4 A-24' LOOK 'N' R=100 L:42' '127726 x s TOP m _m m U LK.N. a 1 MmQ3 03 mU3 L9 S:rjo U '119293 2 41.10 (00) M-180110 4'PVC 2 79'W-W .1119293 J4'PVC 4 120'W-W 6 LK.N. 12 983 124988 124983 2 "M-180006 41.10 (00) ig---- ;� 9 a'GT42 2 -' m_ TOP 1 63'W-W l00' v N LK.N. N ON =i hmN; mm Nm>? 'l24988 2 M'180006 41.10 (00) 06vs m'A>• fv� aa•w-w i `s v.. IN EFFECT g REVISED E AOTII & COMP. DATE PROPRIETARY INFORMATION FOR USE BY AUTHORIZED VERIZON EMPLOYEES ONLY SCALE: AREA RES. ZONE MTAX • _ ¢ 33 f- f W UG ROUTE REF. COND & MAN H REF 00 Z STATE/AREA DISTRICT >- ' CA HIG DESERT/SUNBELT W Q Z EXCHANGE SERVICE SECTION ct J OL w W GTE CAL IFORNIA, INCORPORATED INDIO _ IMPORTANT NOTICE GTE Cab Forma incorporated (%TEC') does not assume N WIRE CENTER responsib.bty for the accuracy or completeness of these dranngs. Ne., instsllet,on, remaval,ar relo- oat.on of telephone plane may he.e occurred since the l-- o= 0543 LA (IUINTA PLAT NO. date of this d-mg. Yoe must call Underground Sal- vice Alert at least t«o -k-q days before e.-ting (I-AA0-477-4133). C0604D CA-776.0013 Verizon C11 AREA STATE: CA DIVISION: INLAND VALLEYS EXCH.: W.C.: 0543 WO NO.: VDOVET TAX DST: I CONTROL NUMBER: TITLE: kDmT 3 mm- D WDE SIS HUB 5D DATE: Db-0 REV. DATE: I SCALE: FILE: )� OWL,-L� u DRWN � ENG JAPRVD.1 Q� PRINT 'LOFL r f� • Traffic Cone or Delineator 7' Sign Direction of Travel ( Not- a pavement marking ) Flashing Arrow Sign (Where Required) Refer to Page 5 to select Type A, Type I , or Type II . Y High Level Warning Device (Flogtree) '--y Barricade (For Excavation Only) Refer to Page 9 for Details on ' Type I Type II , or Type III . a Flogger — CHART A — MINIMUM RECOMMENDED DELINEATOR AND SIGN PLACEINENT TRAFFIC SPEED TAPER LENGTH (L) DELINEATOR SPACING SIGN SPACING(S) Km /h) (m) (m) (Advance of Taper k between Signs) (m) 25 MPH (40) 125 Ft. (40) 25 Ft. (8) 300 Ft. (90) 30 MPH (45) 180 Ft. (55) 30 Ft. (9) 300 Ft. (90) 35 MPH (50) 245 Ft. (75) 35 Ft. (11) 300 Ft. (90) 40 MPH (60) 320 Ft. (100) 40 Ft. (12) 320 Ft. (100) •45 MPH (70) 540 Ft. (165) 45 Ft. (14) 540 Ft. (165) 050 MPH (80) 600 Ft. (185) 50 Ft. (15) 600 Ft. (185) 055+MPH (85) 1000 Ft. (305) 50 Ft. (15) 750 Ft. (230) 1. A Flashing Arrow sign shell be used for each lane closed. *2. Two lone closure signs (C-20) shall be used on the approach to a lone closure with speeds of 45 mph (70 Km/h) or greater. NOTE: This chart based on 12—foot (4m) wide lones. For lane widths greater, than 12 feet (4m), use the following formulae: Toper formula: L S x W for speeds of 45 mph or more. L = S x 3 W for speeds of 70 Km/h or more. L = 602 for speeds of 40 mph or less. L = WS0 for speeds of 60 Km/h or less. Where: L = Minimum length of toper. S = Numerical value of posted speed limit prior to work or 85 percentile speed. INDICATE NORTH w T'W W - Width of offset. i.e.: 80 Km/h and 6m lane; L = 80 x (2/3)6 = 320 meters i.e.: 40 mph and 19' lane; L = 19 fi0 402 = 507 feet K" RB OR E.P. G _y INSTALL TEMPORARY NO PARKIN SIGNS ! JAG V(If Required) 7�r\,4 TASEE PERFORMULAE S g $ Toper L 150'(45m) WORK See Chart "A' See Chart 'A" See Chart "A' See Chart 'A" min. AREA • Traffic Cone or Delineator T Sign Direction of Travel ( Not a pavement marking ) 6= Flashing Arrow Sign (Where Required) Refer to Page 5 to select Type A, Type I , or Type II . High Level Warning Device (Flogtree) Barricade (For Excavation Only) Refer to Page 9 for Details on Type I , Type II , or Type III . Flogger — CHART A — MINIMUM RECOMMENDED DELINEATOR AND SIGN PLACEMENT TRAFFIC SPEED TAPER LENGTH (L) DELINEATOR SPACING SIGN SPACING(S) (Km/h) (m) (m) (Advance of .Toper do Between Signs) (n1) 25 MPH (40) 125 Ft. (40) 25 Ft_ (8) 300 Ft. (90) 30 MPH (45) 180 Ft. (55) 30 Ft. (9) 300 Ft. (90) 35 MPH (50) 245 Ft. (75) 35 Ft. (11) 300 Ft. (90) 40 MPH (60) 320 Ft. (100) 40 Ft. (12) 320 Ft. (100) *45 MPH (70) 540 Ft. (165) 45 Ft. (14) 540 Ft. (165) *50 MPH (80) 600 Ft. (185) 50 Ft. (15) 600 Ft. (185) *55+MPH (85) 1000 Ft. (305) 50 Ft. (15) 750 Ft. (230) 1. A Flashing Arrow sign shall be used for each lane closed. *2. Two lone closure signs (C-20) shall be used on the approach to a lone closure with spef�ds of 45 mph (70 Km/h) or greater. NOTE: This chart based on 12--foot (4m) wide lones. For lone widths greater than 12 feet (4m), use the following formulae: Toper formula: L = S x W for speeds of 45 mph or more. L = S x :3 W for speeds of 70 Km/h or more. L = WS 602 for speeds of 40 mph or less. L = 50 for speeds of 60 Km/h or less. Where: L = Minimum length of toper. S - Numericol- value of posted speed limit prior to work or 85 percentile speed. W = Width of offset. FOCATE NORTH 1rITH A 'N" AND AN ARROW PONT i.e.: 50 mph and 19' lone; L = 50 x 19 = 950 feet i.e.: 60 Km/h and 6m lone; L = 6 602 = 144 meters