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Arrow Sign Company - Wayfinding Agreement - Amendment No. 2• _' City of Gilroy Engineering Division 7351 Rosanna 'St., Gilroy, CA 95020 Phone (408) 846- 0450 Fax (408) 846 -0429 CHANGE ORDER NO.002 To contract for : City of Gilroy Wayfinding Project Phase II 15- RFP -PW -381 Contractor: Arrow Sign Company_ Contract Date: 1/02/2018 This order shall become effective when it has been signed by the City Administrator, City Engineer, Project Engineer, and Contractor. All copies forwarded to Contractor for signature shall be returned to The City of Gilroy properly filled out. Upon acceptance by the City, the Contractor's copy will be returned to him as his authority to proceed with the work. Description of Work This change order provides for the following: Item I: 1. A reduction of sign Type A4 from 4 ea. to 3 ea. 2. An addition of Sign Type A5 from 10 ea. To 1 ea. a. Sign location 81 shall be changed from Type A4 to Type A5 per the attached Exhibit A 3. 'A reduction of sign Type B 1 from 22 ea. To 21 ea. a. Sign location 30 and 42 Type B'1 shall be changed to Type B5. b. Sign location 41 Type B5 shall be changed to Type B1 4. An addition of Sign Type B2 from 7 ea. To 8 ea. a. Sign location 18 Type B2 shall be removed from the contract b. Sign location 77 Type B5 shall be changed to Type B2 c. Sign location 49 Type B5 Shall be change to type B2 5. A reduction of sign Type B3 from 22 ea. To 17 ea. a. Sign locations 86, 98, 96, 97, 100, and 101 Type B3 shall be removed from the contract b. Sign location 78 Type B3 shall be changed to Type B5 c. Sing Location 114 and 115 shall be added to Type B3 6. A reduction of sign Type B5 from 20 ea. To 19 ea. a. Sign location 30 and 42 Type BI shall be changed to Type B5. b. Sign location 77 and 49 Type B5 shall be changed to Type B2 c. Sign location 78 Type B3 shall be changed to Type B5 d. Sign location 41 Type B5 shall be changed to Type B 1 e. Sign Location 20 and 22 Type B5 Shaul be removed f. Sign Location 1 7 shall be added to Type B5 7. An addition of 11 break -away systems for the following sign locations per the attached Exhibit B a. Sign Locations 1, 2, 9, 10, 41, 43, 51, 809 81, 83, and 94. This shall bring the total number of signs to be furnished and installed to 69 each. The cost of this quantity changes shall be included in the lump sum change order cost below. Item II: The contractor shall cancel the professional liability insurance (errors and omissions insurance) as stated in the original contract, Article 5 Section D. It has been determined that the professional liability insurance will not be necessary for the works that the Contractor will be engaging in. This cancellation shall be in effect no later than 12/8/2017 per Exhibit C. The cost of this professional liability insurance shall be included in the lump sum change order cost below. Item III: The total cost for the performance bond not included in the original contract dated 6 /30/2014 shall be included in the lump sum change order cost below per Article 4 Section D. This cost shall include all direct expenses as well as administration and overhead cost. Item IV: All civil engineering plans and specifications that are permitted or that are to be released for construction shall bear the signature and seal of the licensed civil engineer and shall include his or her name and license number. All final civil engineering calculations and reports shall bear the signature and seal or stamp of the licensee, and the date of signing and sealing or stamping. All cost associated with this requirements shall be included in the lump sure change order cost below. Item V: All additional cost in relation to the demobilization and relocation of signs from the manufacturing facility to the storage facility shall be included in the lump sum change order cost below. Item VI: All additional cost associated with re- marking, resurveying, and Underground Service Alert (USA) coordination for all 69 signs shall be included in the lump sum change order cost below. Item VII: All additional cost associated with the storage and maintenance of the 69 signs from 2/0 /2017 to 12/31/2017 shall be included in the dump sum change order cost below. Any additional cost incurred after 12/31/2017 shall be billed on a monthly basis at $242.00 /month or $0.50 per square foot whichever is Tess. Item VIII: The project is set to be constructed in two phases. The 49 signs within the City and County right -of- -way shall be installed in first phase while the other 20 signs within the CalTrans right-of-way shall be installed in the second phase. Phase one mobilization is included in the original contract and shall be perform at no additional cost to the City. All additional cost associated with the mobilization of phase 2 and other subsequent ,phases shall be billed at $1540 per phase. Item IX: All cost associated with the temporary traffic control set -up shall be included in the lump sum change order cost below. This temporary traffic controls set -up shall be per the approved county encroachment permit and per the 2015 Caltrans standard plan TIO for shoulder closure and one -lane closure in Exhibit D. Any deviation from the documents mentioned above shall be billed on a force account basis. The Contractor shall obtain written approval from the City prior to incurring or billing of these expenses. Item X: The Contractor is required to participate in a preconstruction meeting with a professional archaeologist prior to the start of construction to familiarize with artifact and procedures when working in or near prehistoric archaeological site. Site supervisors and operators are required to attend this meeting. It is the Contractor responsibility to coordinate a one -time preconstruction meeting with the City prior to ground disturbing activities. All cost associated with this preconstruction meeting shall be billed on a force account basis. 1 Item XI: In an event that the contractor discover artifacts per the preconstruction meeting, all soil disturbing activities within the area shall be halted and the contractor shall contact the City and the dedicated professional archaeologist immediately. Any delay due to this encounter shall be tracked and paid for on a force account basis. Item MI: All costs associated with the modification and installation of the break -away systems per Exhibit B for the 25 signs at location 14, 15, 17, 25, 27, 28, 29, 35, 36, 37, 49, 50, 52, 54, 55, 57, 69, 70, 72, 76, 77, 84, 87, 111, and 113 shall be included in the lump sum change order cost below. Any additional signs requiring break away systems shall be billed per the unit price below: • Type B 1 - $3,096 each • Type B2 - $1,753 each • Type B3 - $'1,753 each Item XIII: All force account works shall be billed per the attached La bor Rate Exhibit E. All other equipment and labor cost not covered in Exhibit E shall be billed per the current CalTrans Equipment Rental Rates and Labor Surcharge. The Contractor shall obtain written approval from the City prior to incurring or billing of these expenses. Copies of pertinent financial records, including invoices and time-cards will be included with the submission of billings for these expenses. Any works proceeded without prior approval from the City shall be the responsibility of the Contractor and the Contractor shall not hold the City responsible for the cost associated with these expenses. Item XIV: This change order extends the term of the agreement for services between the City and the Contractor dated June 30, 2017 to June 30,, 2018. All requirements of the original Contract Documents shall apply to the above work except as specifically modified by this Change Order. The contract time shall not extend unless expressly provided for in this Change Order. By signing this Change Order, Contractor ac'knowl'edges and agrees that the adjustments to cost and time contained herein are in fulls satisfaction and accord, and are accepted as ,payment in full, for any and all costs and expenses associated with this Change Order, (the "Extra Work "), including but not limited to labor, materials, overhead and profit, delay, disruption, loss of efficiency and any and all other direct and/or indirect costs or expenses associated with the Extra Work and hereby waives any right to claim any further cost and time impacts at any time during and after completion of the Contract associated with the Extra Work. Arrow ;Sign •C'ompany;hereby agree to make -the above tha ges subject to, the terms of this Change Order for the NET INCREASE 15,1186.20 P. CONTRACTOR PRIN T NAMY AND Date:: Originall Contract Price Previous Change Order& ota9G to Date This Change:,Ord'er Total. Change Orders to Date Revised Contract, Price Cost Percentage Initiall $334,988':,00 S0!00 $334,988:00, $115,186.20 $1.15_,18'6.20- $449,206:20 RECOMMENDED BY: Co st io Date 1 X7: ACCE'PTE DBY: City Adminis r Date ity Engineer Date Project Enlgiheeyl, Date 0:00% 34.39% Exhibit A Sign A,5 77 ci� mr.,junlitty ice' h ► Sp 'v,.~--. -?,x lift SIGN A5 ELEVATION :4 '17 Il --------------- --- It I "I w r� i h "f Z-A- --zi DETAIL A5.1 x'h il I it I Break -Away Systems F 70mm. 1129mm 1 " -8 UNC •(25mm) iNuf. Flat, Washer 3x21 mm (1 /8 7x 1i -1 /8 "k 2 ") /!Pole -Base: Plate (See 'Pole 1Deiail's): ;Flat 'Washer. - 3x28x5llmm. I(h /8 "xili- 11/8 "'x2 ")' ,•Upper'Wrench Flats, Pole -Safe Model No. .5U00' `Breakaway 'Support Coupling 11 " -8, UNC (25mm); External Threads, Both Ends, Typical ,Cower Wrench ]Flats Galvanized 'Steel, Shim,. � /14gi and /or 18g Thickness (if required for leve'ling) ,Top- of, 'Concrete (Foundation • �,{ !I _JTa1n1e55 ZTeeli Iricr YYasner (57) MITRANSMINew !Rochelle, INY A0801i 3x27x.64mm =1 ") °� ° * - °• ^ -- 9114- 636 -11000 (1,/8•x1; /16"x2'- t'1/2 I! (welded to .Anchor), I� \\ !!; Scale: Not To Scale 2 20 Date: October 1 ".Stainless Steel Threadedl Ferrulf -- - - --- -- - aria 6,056,47.1 n' Drawing No. PS-5100-1 _ Sheet: 11 of 1 ,UNC ,(25rmm) Threads. 381 mm j ! Depth =29mm (11- 1/8 -), •minimi Tronspo Type !B: Anchor I Steel Wire, 1 d.',mm 7 116" l Ii Diameter (4 per .Anchor) I I - Closed' .Wire Coil,,, 37mm i (111-71/16") 0.D.,, 51 rnm (2 ")' L-! I Long„ 6 Revolutions :i 57mmi I(2- 1/4 "), C0'UIPLIINIG .. and ANCHOR DETAILS ( 4 - -per P'o Ile): - — — { 'Skirt Panel., Aluminum Sheet 4- '11.6mm Thick, �� (Typical, 4 per Skirf)- IBoM Circle Diameter - See Pole 'Base iPiate and :o� • ,o a 'Foundation Details for .Anchor and ICouplingi Layout j / 0 0 0' Stainless 'Steele Y! � 'Sheet 'Metall .Screw, / #IOx110mmi (#IOx3 /8 ")' (Typical, 8 ;per Skirt) / SKIRT DETAILS - - - -- �- -� y '('ate Skilrt IPanel Overlap Configuration: !N,OTIE':, AI11 dimensions are iin ,millimeters (i'nches)i unless otherwise ,noted. r� 20 127mm 9'ones 5tceef (57) MITRANSMINew !Rochelle, INY A0801i °� ° * - °• ^ -- 9114- 636 -11000 TI:e:SmanSoluuensConpany wwwAr.anspo.com! Fal le — S QI f e, Model!! 5,10 0 I� '`.:'Breakaway Support 'System for ILigbf. Poles. !!; Scale: Not To Scale 2 20 Date: October 1 Potent, INo, '5,47W,4o6 -- - - --- -- - aria 6,056,47.1 n' Drawing No. PS-5100-1 _ Sheet: 11 of 1 i Top Surface I \ l Type B Ferrule Bolt Circle Diameter Anchor, Typical', I (BCD) 4 per Pole I j' X i I iPlan View TYPICAL ANCHOR ILAYOUT I iTrop of Concrete Foundation I i l 41,mm ---Stainless Steel Flat Washer (1' -5/8 ") I 3x27x64mm (1/8 "xi- 1'/16 "x2 -1/2 ") (welded to Archor) i I I \ Stainless Steel Threaded Ferrule �! 1 " -8 UNC (25mm) Threads, 381 mm I Depth =29mm (1- 1/8 "), minimum (15 ") I' Trans o ' � P Type B Anchor - -- -Steal Wire, 11mm (7/16 ") Diameter (4 per Anchor) Closed Wire Coil, 37mm (1- 7/16 ") O.D., 51mm (2 ") Long, 6 Revolutions j I r INSTALLATION INSTRUCTIONS: 57mm - - -- 1. Fabricate a flat, rigid template with four (4) 1" (2 -1/4) (25mm)- diameter holes located to match the ANCHOR DETAILS specified bolt pattern of the pole base plate. - '- - - - - -- - -- 2. Attach four (4) Pole -Safe Type B Female Anchors Template Bolt (4 per Pole to template using four (4) 1" (25mm) - diameter (temporary) Template (temporary) Foundation Form or other means of support for template while concrete cures I .' Elevation View bolts. Ensure 'hot each Anchor Washer is flush and snug against the bottom of the template. 3. Lower Anchor Assembly into fresh concrete foundation, and vibrate into position such that the tops of the Anchor Washers are flush with the finished top surface of the foundation. 4. Support template such that oil Anchors are level and in their proper positions. 5. Allow concrete to cure, and then remove bolts and template from the top of the foundation. PHYSICAL PROPERTIES: I. Minimum Ultimate Tensile Load = 267 kN (60.0 kips) per Anchor. 2. Actual Pullout Strength depends on foundation design, and concrete proporties. ■ RANSPOs J Street � New w Roc Rochelle, 'NY 10801 / 914 -636 -1000 Ihe Smart a.lutinnsZom2W:v www.franspo.com Type B (1") Ferrule Anchor for use with Pole —Safe Model 5100 Scale: Not To Scale Date: October 2012 Drawing No. PS- TBA- 5100 -1 Sheet: 1: -o t Top Surface III III of Concrete Foundation I j' 6S L__ .- Elevation View bolts. Ensure 'hot each Anchor Washer is flush and snug against the bottom of the template. 3. Lower Anchor Assembly into fresh concrete foundation, and vibrate into position such that the tops of the Anchor Washers are flush with the finished top surface of the foundation. 4. Support template such that oil Anchors are level and in their proper positions. 5. Allow concrete to cure, and then remove bolts and template from the top of the foundation. PHYSICAL PROPERTIES: I. Minimum Ultimate Tensile Load = 267 kN (60.0 kips) per Anchor. 2. Actual Pullout Strength depends on foundation design, and concrete proporties. ■ RANSPOs J Street � New w Roc Rochelle, 'NY 10801 / 914 -636 -1000 Ihe Smart a.lutinnsZom2W:v www.franspo.com Type B (1") Ferrule Anchor for use with Pole —Safe Model 5100 Scale: Not To Scale Date: October 2012 Drawing No. PS- TBA- 5100 -1 Sheet: 1: -o t �s TRANIS'PQ ' The Sinart Solutions Company Pole -Safes Model �No. 5100 Breakaway Support System for Light Poles INSTALLATION INSTRUCTIONS NOTE: Proper Installation is essential for the Pole -Safe Breakaway Support System to function correctly as designed. Anchor Assembly: 1. Fasten Transpoc", Type B Female Anchors to a rigid template pre - fabricated to match the specified bolt circle. 2. Lower entire anchor assembly into the fresh concrete foundation, and vibrate assembly into place, such that the anchors are in the proper location to match the holes in the pole base plate. Ensure that all anchors are level and that the tops of the individual anchors and the bottom of the template are flush with the finished top surface of the foundation. 3. Allow foundation to fully cure, and remove template from the anchors. Coupling Assembly: 1. Surface of foundation around anchors must be smooth, flat and free of debris. 2. Thread Pole -Safe couplings into Transpo -' Type B Female Anchors. 3. If needed, shims are provided for leveling of the pole base plate, and may be installed at the base of the coupling(s). No more than 2 shims shall be installed on any one coupling. For larger adjustments that may be required, install no more than one additional flat washer under the base plate, on the top shank of the coupling(s). 4. Use lower wrench flats to tighten Pole -Safe couplings into the anchors. Secure couplings as tight as possible using conventional wrenches. Do not use a pipe wrench. Couplings must be seated squarely on top of the anchors. 5. Install a flat washer on top of each Pole -Safe coupling, and set the pole with base plate on top of the couplings. 6. Install a flat washer and' nut on to each coupling extended through the pole base plate. If pole is not plumb, install shims and /or washers for proper leveling as described in Step 3 above. 7. Tighten each nut on to pole base plate. Pole -Safe couplings must be held with an additional wrench on the upper wrench flats to prevent an induced torque stress across the necked portion of the couplings. Nuts shall be tightened using the turn - of -nut method in accordance with American Institute of Steel Construction (AISC) procedures (1/3 rotation past `snug tight "). Transpo fnd!ustries, Inc_, 20 Jones Street, New Rochelle, NY 10801 -6098 Phone: 914-636-1000 Fax:914 -636 -1282 w%vvy. €ranspo.com 9112 Template Bolt Template (temporary) / (temporary) Top Surface of Concrete Foundation Transpo -''' Ty,pe B Female Anchor (Typical, 4 per Foundation) Foundation' Form or other means of support for template while concrete cures See other side of page for complete Installation Instructions Typical' Anchor Layout i i i i Bolt Circle Diameter ' Trans,po`4' Type 1B Female Anchor (Typical', 4 per Pole) Transpo® Type 'B Female Anchor for use with Pole- Safe ° Model Ni o. 5100 and 5125 Breakaway Support System for Light Poles RAN S P0' 20 Jones Street New Rochelle, NY 10801 'INDUSTRIES. Inc 914- 636 -1000 10/12 PA] The Smart Solutions Company www.trans o.corn �— 1 " -8 U N C (25 im m) Nut per ASTM A563 Grade DH 3x28x51 mm (1/8 "x1- 118 "xZ) Flat Washer per ASTM F436 !Pole Base Plate 3x28x51 mm (11/8 "x1- 118 "x2 °) Flat 70 mm Washer per ASTM F436 (2 -314 ") 129 mm (5- 1/16 ") 29 mm (1 -1t8 ") Upper Wrench Flats Double - Neck? "' Pole- Safe,P�, Coupling, Model No. 5100 4 per Pole, Typical Lower Wrench Flats Galvanized' Steele Shim 14g andlor 18g Thickness (if required for leveling) Transpo`�' Type B Female Anchor, 1 " -8 UNC (25 mm) Internal! Threads {Anchors sold separately) Melted and Manufactured in the USA Patent Nos. 5.474.408 8 6.056.471 1/14 SPECIFICATIONS Performance Criteria: 1. Double-Neck TI Pole - Safe " conforms to AASHTO "Standard Specifications for Structural Supports for Highway Signs, ',Luminaires and Traffic Signals." 2. Double-Neck T11 Pole -Safe' has been crash- tested and FHWA approved in accordance with the requirements of NCHRP Report 350, "Recommended Procedures for the Safety Performance Evaluation of Highway Features." 3. Maximu,mi Allowable Pole Mass = 450 kg (992 Ib)! (total, including fixtures). Physicall Properties per Coupling: 1. Uiltimate Tensile Strength = 221.5 kN (49.8 kips), minimum.. 2. Tensile Yield Strength = 192.0 kN (43.2 'kips), minimum. 3. Ultimate Restraiined Shear Strength = 16.9 kN (3.8 kips), minimurn. 4. Ultimate Restrained Shear Strength = 24.4 kN (5.5 kiips), maximum. Corrosion Protection.: 1. All Double -Neck' " Pole- Safe`'' couplings, nuts, bolts, and washers are galvanized after fabrication in accordance with AST 'M A1:53. All leveling shims are galvanized after fabrication in accordance with ASTM' A653. Pole -Safe® Model No. 5100 Breakaway Support System for Light'Poles TRAN sipo " 5TRIES Inc The Smart Solutions Company 20 Jones Street New Rochelle, NY 1 0801 914- 636 -1000 com 41 mm (1 -5/8 ") Ir 381 mm (15 ") SPECIFICATIONS Physical Properties: Top of Concrete Foundation 1. Ultimate Tensile Load = 267 kN (60.0 kips) minimum per Anchor. Stainless Steel Washer 64 mm (2 -1/2 ") O.D. 27 mm (1- 1/16 ") I.D. 3.2 mm (1/8 ") Thick Stainless Steel Threaded Ferrule V-8 UNC (25 mm) Thread Depth = 29 mm (1- 1/8 "), minimum Steel Wire, 11.1 mm (7/16 ") Diameter (4 per Anchor) 56 mm (2- 3/16 ") Melted and, Manufactured in the USA 1114 2. Actual Pullout Strength depend's on foundation design and concrete properties. Installation Instructions: See other side of page for typical installation diagrams. 1. Fabricate flat steel or wood template with four (4) 25 mm (1' ") diameter holes located to match the specified bolt pattern of the Break -Safe brackets attached to the signpost. 2. Attach four (4) Break - Safe'' Type B Female Anchors to template using four (4) 25 mm (1' ") diameter bolts. Ensure that each Anchor Washer is flush and snug against the bottom of the template. 3. Lower Anchor Assembly into fresh concrete foundation, and' vibrate into position such that the tops of the Anchor Washers are flush with the finished top surface of the foundation. 4. Support template such that all Anchors are level and in their proper locations. 5. Allow concrete to cure, and then remove bolts and template from the top of the foundation. Transpo® Type B Female Anchor for use with Pole SafeU Model' No. 5100 and 5125 Breakaway Support System for 'Light Poles TRANSPO® INDUSTFIES. Ins, Tht Smart Sol,., iorns Ccmnpany 20 Jones Street New Rochelle, NY 10801 914 -636 -1000 www.tranS'DO.com Closed Wire Coil' 37 mm (1- 7/16 ") O.D. 51 mm {2 ") Long 6 Revolutions Melted and, Manufactured in the USA 1114 2. Actual Pullout Strength depend's on foundation design and concrete properties. Installation Instructions: See other side of page for typical installation diagrams. 1. Fabricate flat steel or wood template with four (4) 25 mm (1' ") diameter holes located to match the specified bolt pattern of the Break -Safe brackets attached to the signpost. 2. Attach four (4) Break - Safe'' Type B Female Anchors to template using four (4) 25 mm (1' ") diameter bolts. Ensure that each Anchor Washer is flush and snug against the bottom of the template. 3. Lower Anchor Assembly into fresh concrete foundation, and' vibrate into position such that the tops of the Anchor Washers are flush with the finished top surface of the foundation. 4. Support template such that all Anchors are level and in their proper locations. 5. Allow concrete to cure, and then remove bolts and template from the top of the foundation. Transpo® Type B Female Anchor for use with Pole SafeU Model' No. 5100 and 5125 Breakaway Support System for 'Light Poles TRANSPO® INDUSTFIES. Ins, Tht Smart Sol,., iorns Ccmnpany 20 Jones Street New Rochelle, NY 10801 914 -636 -1000 www.tranS'DO.com Exhibit C Professional Liability Insurance Cancellation �t of Offrop � 7351 ,Rosanna Street Gilroy, California 95020 -6197 Nicole Salmon 1051 46th Ave.. Oakland, CA 94601 Phone: 510- 533 -7693 Email: nsalmon @arrowsigncompany.com Re: Professional Uahility Cancellation Nicole, Girurn Awoke Director of Public Works Telephone (408) 846 -04511 http: / /www.cityofgilroy.org Nirorn Than Engineer I Tel'ep'hone 408 - 846 -0293 12/1 /2017 Letter # 005 Thank you for your continuous support for the Wayfinding Project. The City has reviewed your letter dated 10/ 16/2017 and agreed to cancel the professional liability insurance (errors & omissions) as stated in the original contract, Article 5 Section D. It has been determined that the professional liability insurance will not be necessary for the works that Arrow will be engaging inn. This cancellation shall be in effect no Pater than 12/8/2017. The City ins, looking forward to receiving the cancellation confirmation. Additionally,, we are still waiting on the decision from the city council regarding the global contract amendment. As stated earlier on, we do have this on the council agenda for January 8th, 2018. The city will continue to provide you update regarding this decision. Rinr.PrPly G: \COMDEV\ENGINEERING \TRAFFIC & TRANSPORTATION \1 TRANSPORTATION ON -GOING PROJECTS \4_WAYFINDING PHASE Ili- ARROW SIGN COMPANY\LETTER \LETTER #005 PROFESSIONAL LIABILITY CANCELLATIONIDOC ■ Typical Temporary Traffic Control Plan California MUTCD 2014 Edition (FHWA's MUTCD 2009 Edition, including Revisions i & 2, as amended for use in California) Table 61-1-1 (CA). Index to Typical Applications Page 1135 1yeical Apelication Description Typical Application Number Work affecting Pedestrian and Bicycle Facilities (see Section 6G.05 Shoulder Closure on Urban Low Speed) Locations to Accommodate Bicyclists TA -101 CA Lane Closure on Freeway, Expressway, Rural and Urban (High Speed) Locations to Accommodate Bicyclists TA- 102(CA) Detour for Bike Lane on Roads with Closure of One Travel Direction TA -103 CA Right Lane and Bike Lane Closure on Far Side of Intersection TA-104(CA) Work Within the Traveled Way of a Two -Lane Hi hwa see Section 6G.10 Lane Shift on Road with Low Traffic Volumes TA -105 (CA) 03 -/, 74 �)3S I Chapter 6H — Typical Applications November 7, 2014 Part 6 — Temporary Traffic Control Table 6H -2. Meaning of Symbols on Typical Application Diagrams Arrow board Shadow vehicle 0 Arrow board support or trailer (shown facing down) Sign (shown facing left) �--� Changeable message sign or support trailer Surveyor Channelizing device 0 Temporary barrier ® Crash cushion ® Temporary barrier with warning light Direction of temporary tramc detour Traffic or pedestrian signal Direction of traffic ri Flagger ® Truck - mounted attenuator Type 3 barricade High -level warning device (Flag tree) Warning light Longitudinal channelWng device ® Work space �►-- -i Luminalre Pavement markings that should be o Work vehicle removed for along -term project 03 -/, 74 �)3S I Chapter 6H — Typical Applications November 7, 2014 Part 6 — Temporary Traffic Control California MUTCDI 2014 Edition Page 1136 (FHWA's MUTCD 2009 Edition, including Revisions 1 & 2, as amended for use in California) Table '6H -3. Recommended Advance Warning Sign Minimurm Spacing Road' Type Distance Between Signs* A B C Urban 4lowepe"*- 26 mph or less — 100 feet 100 feet 100 feet Urban - more than 25 mph to 40 mph""' 250 feet 250 feet 250 feet Urban ihi di more than 40 mph "` 350 feet 350 feet 350 feet 'Rural 500 feet 500 feet 500 feet Expressway J Freeway. 1,000 feet 1,500 feet 2,640 feet '- The column headings A, B, and C are the dimensions shown in Figures 6H -1 through 6H-46. The A dimension is the distance from the transition or point of restriction to the first sign. The B dimension is the distance between the first and second signs. The C dimension is the distance between the second and third signs_ (The "rust sign" is the sign in a three -sign series that Is closest to the TTC zone. The "third sign" is the sign that is furthest upstream fnxm the TTC zone.) "' Posted speeds limit, off-peak 85th- percentile speed prior to work starting, or other anticipated operating speed in mph. Table 6HI-4. Formulas for Determining Taper Length Traffic Control Chapter 6H – Typical Applications November 7, 2014 Part 6 – Temporary Where: L =taper length in feet W = width of offset In feet S = posted speed limit, or off -peak 85th- percentile speed prior to work starting, or the anticipated operating speed in mph Speed (S) Le TapTapLength (L) to feet Ws= 40 mph or less L L 60 45 mph or more L L = WS Chapter 6H – Typical Applications November 7, 2014 Part 6 – Temporary Where: L =taper length in feet W = width of offset In feet S = posted speed limit, or off -peak 85th- percentile speed prior to work starting, or the anticipated operating speed in mph Ws= 40 mph or less L L 60 45 mph or more L L = WS Where: L =taper length in feet W = width of offset In feet S = posted speed limit, or off -peak 85th- percentile speed prior to work starting, or the anticipated operating speed in mph California M TCD 2014 Edition Page 1137 (FHWA's MUTCD 2009 Edition, including Revisions 1 & 2, as amended for use in California) Table 6H- 4(CA)l. Taper Length Criteria for Temporary Traffic Control Zones (for 12 feet Offset Width) Speed* S (mph) Minimum Taper Length" for Width of Offset 12 feet (W) Merging L feet Shifting Ll2 feet Shoulder LI3 feet Down Stream (,feet)*** 20 80 40 27 50 25 125 63 42 50 30 180 90 60, 50 35 245 123 82 50 40 320 160 1107 50 45 540 270 180 50 501 600 300 200 50 55 660 330, 220 50 60 720 360, 1 240 50 65 780 3901 260 50 70 840 1 420, 280 50 75 900 450 300 50 * - Posted speed limit, off -peak 85t'- percentile speed prior to work starting, or the anticipated) operating speed in mph. ** - For other offsets use the following merging taper Length formula for L: For speeds of 40 mph or Tess, L= WS2 /60 For speeds of 45 mph or more, L =WS Where: L = taper length in feet W = widthi of offset in feet S = posted speed limit, off -peak 85'h- percentile speed prior to work starting, or the anticipated operating speed in m,ph * ** - 'Maximum downstream taper length is 100 feet. See Section 6C.08. o3- /ao3s1, Chapter 6H -- Typical Applications November 7, 2014 Part 6 — Temporary Traffic Control 171 OZ `L .jaqujono& £ uolleollddd leold S311W XX IUN T HUN OVOH T 8 NHOA"� 83QinOHS fi T d -1 C4 1 i A� 4m -olo. (L OWN Gas) .jade; japjnoyS F � �E o oc C2 rn mHom MINK T 'r v , £A i (L DION DOS) / jadel japinogS (leuoildo) ?loom avow T aN3 Io.TauoD oalm L fawodujaZ - 9 wd suoTlroTldddjvojdAj - H9.raldRD (l -am6g siyl ui pasn sapoo iallaj jo/pue sjoquus ayj 10 6uiueaw aul Jo; £-149 pue Z -Hg SGIgel DOS :DION 0euopdo) i ENO - ROAD Z -OZO (L DION DOS) jades aapinogS 5 -6zm , £/ l i d SHOULDER - L I WORK 4 SHOULDER 9 -LZM An WORK i 9 AD WORK. NEXT XXX MILES L-OZE) (£-dl) siopinouS 941 uo )[aoM •C -Hg ejn6i j (T;TU.uo3!juD uT asn jo3 papuoum su `Z V I suoISTnag gulpnloui `uoTlTpg 60OZ (IDJnW s.` AkH3) Et I I a3Ed Uoil?PH v IN CIDJ lw UltuoJgLaD California MUTCD 2014 Edition (FHWA's MUTCD 2009 Edition, including Revisions 1 & 2, as amended for use in California) Figure 6H-30. Interior Lane Closure on Multi -lane Street (TA -30) GV3HV NHOM T C1101� I T t t B T A OWNl 3H1 or w 38M W11 -1 & W16 -1P (See Notes 6 & 7) �000 See Section 617.61 Vz Buffer Space (optional) o VZY Page 1205 0373D3s� Truck - Mounted Attenuator 1 (optional) Buffer Space See Section 617.61 (optional) L a� 11 -1 &W16-113 (See Notes 6 & 7) i SliA1iE TW RUAO A l W4 -2 Note: See Tables 6H -2 and 6H -3 B for the meaning of the 4 t t symbols and /or letter *W2C-1 codes used in this figure. 1 Typical Application 30 Chapter 6H — Typical Applications November 7, 2014 Part 6 — Temporary Traffic Control California N UTCD 2014 Edition Page 1212 (FHWA's MUTCD 2009 Edition, including Revisions I & 2, as amended for use in California) Figure 6H -33. Stationary Lane Closure on a Divided Highway (TA -33) J6 T1500 (optional) G20 -2 (optional) t 500 ft 1001 (optional) SCi Work vehicle SC20(CA) CON (optional) i Truck- mounted Zl]t.E attenuator p4el f (optional) Buffer space (optional) 46 Buffer space (optional) Temporary white edge line L L 000 000 Shoulder taper Shoulder taper E A (see Note 3) A (see Note 3) 4 i i i i W4 -2 B B d. i I 1W C •,. i�l,L SC 19 (CA) 8L i— wl (optional) A - LONG -TERM AND INTERMEDIATE t t B - SHORT-TERM Typical Application 33 W20 -5 C W20 -1 Note: See Tables 6H -2 and 61-1-3 for the meaning of the symbols and/or letter codes used in this figure. Chapter 6H — Typical Applications November 7, 2014 Part 6 — Temporary Traffic Control �c•20'7 Catifcrnia Depertma.n"t of T,ranspor-utfor av, you '.L.�4_AY IA`; Auf' ?C'R!n1_i- NOTES: TO ACCCi.1PANY PLANS DATED --. "._:..•,n. � -_ _ - _� "!'_ :..__.__._ - -- - -. h4 E• NOTES t, A'L NOIES P AND 7 Sea Revised p Sra�rord 'lam RS? T� r,-.r tables. g v " C20ICA1R Use cone a actn x for taper ee ment, Y for tan enr se ment or 7 for RCA✓ L� SLL NOl ES ,,, 1 AND < ;i AND 4 GOnf!iC' bituu-iat :s, cs ❑p•pr bpr�cie, per TaGle 1, untee3 for Z _or',e F. IfCRK 1�{f LAK I �,I a�l ❑n Ug back tr».a�a d 11n it51 ^n9e5 h.711 fSaVe GIaCk 'le legend an fluor recent y aHEAD CL �5 P y g , g` January 217, 201 sl n J CONI SPACING X - [A� I 170 SFr ^+ :l 'f :, °, AND f SEE TABLE t AND L -!.I California cones are oeslg ^n -er. y !f,A'. pinarr.lae, FeCero,l IMUTCD! eaoaa "'"`' \• o NOTES '.0 AND . 1 � � shcw.l. m i. i..��r.�`++,�rv.• r, .. �., , ��x CONE PACING E TABLE 1 AND SFr /NOTES 0 AND 1 t ^' ' r SSE '�'> -+ +•� +rcr+ " �,,,_ : - -- - -- -- NOTE. •�_" •� •F' �— F% MEDIANvS14OULDEP. 5 — ti M - � "•�- -- ". •�.n o O ., � , . � _ . --_-- -_ SHOULDER , ... SE. NOTES 9 A!:D 9 --- „ SF. 17 NOTE t 2 ,`_._- _.._�__.,_..------- - - - --- - - - -- -_ ----- - - - -- -- ^ - D.'AtiCF NARM1INC Sll,`. WORK '.4RFA — - y J =CN : ACRCSS EACr CLCSF, LANs A '- _ _ ?t _ _ :I_ D - A':D SHOULDER EV0iY 2CCC'. SFf UC'F 12. SCC TABLE 1 r i` 5;:'t tiOTE 7 LAVE , SE. IALLE tiFC 407E j y SCF_ -AaI,F u F'FLH �Nd' - -� �CLOS© ® ANC TAR, F ' SEC TABLE 2 LANE CLOSURE CONE SPACING X S--� 7A9LF I ANT) NOTFS 10 4N,• i 4. SOLDER ' + - _ IONCE SnaC :NC- X,-SEE TaD_C 1 L J 5^ / DSi71 A`:I' 4U,1_.. C ANC 'I -_ •' : t.R I :ANA. r DCR Z33A(CAi 04:-1R — CLOSED VIM F'C NOTE. 1 e ------ - s - FF NOTE �=C :a'd SH.' l CF; w ?.,4 J —� - - MEOIAVISHOULDcR -v uCDIAN S.1CUL DER ♦ • • • •— — • • • y T • -+- - - - - -- • • • • • SHOULDER - _- -_ - - -- _ _._ A EXIT `.~� .. ._ _ ._.. A __ 50c, ..._., -"-- J �/3 _ ` NCRi AREA CLOSED CR J G-- -- .PACING.. % - - I... % /. Ti',H'Gl1 :NiNG LANE 500'Mcx OR A A : :V4M1Lr: NARNI NL SISN CON= SPa_CItiC __ �' "' CF ENTRANCE ?AMA C�0(CA) E5-1 5EC NOTE 1., SC ?13(CA) 5_F. `AHLE I AND "SEE TAaL_ 1 ANO ROAD OiSiA ^ICE SF- 'A °.ii i NOT:., I'0 AND 1• c Jr Arab NO*E 4 NO'ES t0 AND 11 WORK LANE CLOSURE AT ENTRANCE RAMP LANE CLOSURE AT EXIT RAMP NOTES: AHEAD 1. Mcc+icn la:•❑ c!asur ❑� ,fir,ll ccntorm io -r4 SHOULDER CLOSURE SF. ND.TE t6 N20 I SEC NOTE 4 det'its r;s showr excep- 'het C?OiCA'), LEGEND a ^a W4 'L 91gn5 amall De .,sec. E, 'f -he A' ?0 -' sign would follow witnin 20OC' .. A+ enfit D.ne Pusan shal. 'Oe ,as igned tc of as'ailonary *20-' or G20-1 "ROAD MURK ::ravido fjl! tine mrinloncnco of trar+ic NEXT MI'LE5 %u0e a C20(CAI anon for :: C•ntre'I dmy�cuJ for :Clio crusures, the first advance warning sign, :t -.)L'u�7CCtU 6191` insiclila'lon5 are not roquiroa: Place ❑ C30(CA) sign every 2000'in-- oughout ., �)n a:�COaii *e snoulaer i,f at leps- engim o. lane c:rssure. o" ^•c -hCl` of the, availcDle Iane.", Use one flushln$ orrow sign for each 'lone remuin up", t'o troffic. Cloaca, 1r* rlca,ling orrow 61gne ono; " be t! in tre meclan 'f Ina wldrn of ire Type I' medion snouJaer is leta3 than 8' and 9. A minlmum 1500 " or sight alstance snclll t'u• a'.:tsldu one.°, Oro -o be close!n. be ',7roviced where palislDla for vehicles . =acrl aevartce warning s;y ^n on each sine opprooching the fret floahinS arrow nigh, cF the roa❑woy shell :39 equipper wltm at LCne closuree enroll not Degln ci top of 'leas- 'wn flags for aaVtl'ne closure. FCcr, 1`reSt verrIrdl rllrvP_ or an a mnrl2antal `cg snall'be a- ,ennt IE•' x 16" in curve. :Oral small GC oro.t9e or fluorCticen! ree- eronge In color. = lashing beacons 0• Alt canes used fa' law closuros Curing Furl; be. o)toced or the locations ir.dica-ac tar' lane closure Curing hours of darkness. trte -,ours of darkness snarl be f'tteC will, rerroreflective Dnnde '(or sleeves). 5, C20 -2 "END ROAD WC-7K sign, with rlinirnum 1 .. Portcole del lneatcrs,, placua at one-half 6ize C, 4R. x 2,4" cis appropriate„ shall 'be the bpm!ng ineic❑tac for traffic cones alacec at the enc Of ine Lane closure '�unle55 may De used Inate❑a'of cones for anytime 'he enp of wa -w. crap is ob-.,ious or endu within clomures only. C'larger prollec- "s 1ir^,Itti., N C J �C++ rY R U R C T Z C a a r D Z T Q LEGEND 1'2. A m4nimum of b cones swill ba laced P SIGN PaNEi_ SIZE f41ini ; 5roulacreely across iocct;o aloe larle Cf1C • TRAFFIC CD,Nf. BhoUlCer a OCCm IadCtion where q 1Cper acros3 a a trgff'c lane apps and every 2000'ds snown o^ _ "1 l.R,l $" x ep, 'tVf Lane Closure d91aI 1, +w0 lypC i :farrlCgdeB O i A 1' 1'-' CONE IC` "f!ONaL TaPEH: m y be uses .nbteod of rho J canes. The t- dnsverae alignment of the cones or harrl00aes on the close ," a ., ir.MPORAR`r TRArr!C CONTROL SIGN shoulrer may De shifted from the transverae clignmer•,t to provlca access •0 1ne wor K. lC -� 16•• 3C" ® FLASHING AKRON SIGN fFAS: ' la. 're 2!, tcngant anown alonq lone lines small orb FAS SUPPORT CR TRA!LER 'xc used Dutweeri the L tapars - equtred, for cgcm C :osea trafl:c lone. -,- �CRTABLF'FLASH'!NG 91741CON 14, -no E5-1 a' SC18(CA) and W4-1 signs 51A'TV CF CALIFORNIA DFPARTMENT C- 'RANSr-URIA?ICN 91)clI Do Uaec c3 'snown. TRAFFIC CONTROL SYSTEM ',5. A N7 -3,3P "NEXT___ WILLS" ,p:aque must be sad if -he shou1C7Nr C IOAure extence ',neyonc the FOR LANE CLOSURE 0'N dista ^ce -net ccfi be perceived'�by r-coo users. FREEWAYS A N D EXPRESSWAYS 6. Tnr -he warning niin requirements at me Lx'i Rpmo, when worK Is proposed on the local street, NO S�a'LE sae CA M_'TCD Flgu•'a 6H -22 to GH -27. RSP 110 DATED JANUARY ?0, ?C1'r SUPERSEDES RSP T10 DATED APRIL 19, 7015 AliD 5TA`:DAR^ PLAN TIC DATED MAY 20„ 2CIi - PAGE 231 OF THL STA.NDARC PANS 9COK DATED ?D13, N C J �C++ rY R U R C T Z C a a r D Z T Q g Exhibit, Prevailing Labor Rate Prevailing Labor Rate 15 -J u n-16 166' Boom (3 Hours Minimum) 1 Man $224.00 per hour 2 Men $368.00 per hour Lifts: 2 HOURS MINIMUM EXCEPT 166' Services: 2 HOURS'MINIMUM 100' Boom 52' 64' 74' 85' Boom Pick Up Permits Labor Crew Time Overtime 1 Man $189.00 per hour 2 Men $333.00 per hour 1 Man $179.00 per hour 2 Men $323.00 per hour 1 Man $169.00 per hour 2 Men $313.00 per hour Salesperson $100.00 per hour Administrator $85.00 per 'hour Per Man $144.00 per 'hour Per Man $60.00 per hour Fuel Surcharge: Add 5% To All Field Labor Rates