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HomeMy WebLinkAbout2015-244WORK ORDER NUMBER No. 2 Vliabasso Bridges Hanging Reuse Water Main Crossings Inspection This Work Order Number 2 is entered into as of this 15 day of DecembeF201 5 pursuant to that certain Continuing Contract Agreement for Professional Services, dated November 15, 2011, and that certain Extension and Amendment of Continuing Contract Agreement for Professional Services entered into as of this 4th day of November, 2014 (collectively referred to as the "Agreement"), by and between INDIAN RIVER COUNTY, a political subdivision of the State of Florida ("COUNTY") and Carter and Associates, Inc. ("Consultant"). The COUNTY has selected the Consultant to perform the professional services set forth in the Proposal (Scope of Work), attached to this Work Order and made part hereof by this reference. The professional services will be performed by the Consultant for the fee schedule set forth in the Proposal (Fee Schedule), attached to this Work Order and made a part hereof by this reference. The Consultant will perform the professional services within the timeframe more particularly set forth in the Proposal (Time Schedule), attached to this Work Order and made a part hereof by this reference all in accordance with the terms and provisions set forth in the Agreement. Pursuant to paragraph 1.4 of the Agreement, nothing contained in any Work Order shall conflict with the terms of the Agreement and the terms of the Agreement shall be deemed to be incorporated in each individual Work Order as if fully set forth herein. IN WITNESS WHEREOF, the parties hereto have executed this Work Order as of the date first written above. CONSULTANT: Cater and Associates, Inc. By: `file: Coeporate Secretary By: BOARD OF COUNTY COMMISSIONERS OF DiA !'RIVER COUNTY Bob Solari , Chairman BCC Approved Date: December 15, 2015 •1 conliys •. J`�� S' ;� Attest: Jeffrey R. Smith, Clerk of Court and Comptroller :c). Fo• ATI '• SFR couNr•'' Approved: Deputy Clerk seph A. •aird, County Administrator Approved as to form and legal sufficiency: Dylan T. Reingotd, County Attorney CARTER MeOalardil;; CONSULTING ENGINEERS AND LAND SURVEYORS 1708 21st STREET o VERO BEACH, FLORIDA 32960-3472 772-562-4191 772-562-7180 (FAX) JOHN H. BLUM, P.E., PRINCIPAL DAVID E. LUETHJE, P.S.M„ PRINCIPAL GEORGE A. SIMONS, P.E, PRINCIPAL PATRICK S. WALTHER, P E., PRINCIPAL MARVIN E. CARTER. P.S.M., Consultant to the Firm DEAN F LUETHJE, P.E., it C0115111(1111t to the Finn November 17`h, 2015 Mr. Aljuna Weragoda , Capital Projects Manager Indian River County Dept. of Utility Services 1801 271h Street, Bldg. A Vero Beach, Florida 32960 RE: Indian River County Dept. of Utility -Services Wabasso Bridges Hanging Reuse Water Main Crossings Inspection, Surveying and Reporting Services Proposal CAI Project No. 15.,54 E Dear Mr. Weragoda: FRANK S. CUCCURESE, P.S.M. CLINTON J. RAHJES, P.E. STEVE D. SNOBERGER, P.E. It is Carter Associates, Inc.' s (CAI) pleasure to present for your acceptance, the following revised Proposal for professional engineering and surveying services associated -With the above mentioned project. The Wabasso Bridge Reuse Main crossings consist of double 12 -inch diameter ductile iron mains hanging under the bridge decks. There are 4 bridge crossings consisting of 3 low elevation structures and a high causeway structure. Together, the total length of exposed pipe is approximately 3,400 linear feet. Since installation, the metal pipes have experienced several small failures, but have had no complete inspection for the weathering process caused: by the salty environment. A quick visual view of the hanging pipes indicates the need for such an examination based on the pictures we observed with you. With the pipes being hung under each of the bridge decks, access is limited .to;a. mobile platform deck. Rather than using a multi -boom lift crane, which would require drive lane closure for a. significant time, CAI has experience, on this very bridge, using a Tolling scaffold for pipeline inspection. During 2001-2003, CAI conducted: inspection; design; bidding; and inspection and subsequent re -coating services for the 16 -inch diameter cast iron pipe currently hanging under the south side of the Wabasso Bridge decks. Unfortunately, the inspection scaffold for that project no longer exists. CAI would propose the same successful inspection techniques used on the south side to inspect the County's Reuse Mains located under the north side bridge decks. Please find attached our Engineering and Surveying scope of services and budget outlining the steps required to prepare for the inspection, conduct the: field inspection; data review; engineering analysis; and eporting. Our total price for the services as outlined and estimated Reimbursable Expenses shall not exceed $56,048.42. These services would be furnished under our existing Engineering Contract with the County, dated November 4th, 2014. Invoices would be billed only -for actual hours and costs as identified hereafter. Page 1 of )4 N:\SDS\15-54 E(IRCUD Wabasso Causeway)\Proposal\Rev Proposal.doc Any additional services requested by the Owner, but not included in this Project Scope, may be provided at our hourly rates, a copy of which is attached. Reimbursable expenses, such as permit fees, express mail, mileage, reproduction, etc., will be billed at cost, except for the manufactured inspection platform and tapping services which will be cost plus 15 and 10 percent (to cover design services and administrative costs). The scaffold design sheets as well as costs for the scaffold (which has been bid by CAI), scaffold platforms and the tapping services are attached in this Proposal for your review. CAI sincerely thanks the County for giving us the oppoliunity to submit a Proposal for our services. We look forward to working with you on this project. Should you have any questions or need additional information, please do not hesitate to contact me at our office. Very Truly Yours, CARTER ASSOCIATES, INC. 47 Steve Snoberger, P.E. Project Manager Patrick Walther, P.E. Principal cc: Patrick Walther, P.E. - Principal, CAI Terry Southard - IRCDUS, Utility Operations Manager Page 2. of 14 N:\SDS\I5-54. E (I.RCUD Wabasso Causeway)\Proposal\Rev Proposal doc Seng alit �' '` Sill= al IND$AN RIVE COUNTY DEPT. OF UTILITY SERVICES PR POSED ENGINEERING SCOPE AND BUDGET FOR WABASSO BRIDGES HANGING REUSE MAIN CROSSINGS INSPECTION, SURVEYING, AND REPORTING SERVICES November 17, 2015 PROJECT SCOPE, PARAGRAPHS A THROUGH H A. Inspection Scaffold - Design, bid and have new inspection scaffold manufactured specifically for newly constructed bridge railings. At the termination of this project, the Owner may, if desired, claim ownership of the newly manufactured scaffold upon execution of a release of liability. The scaffold may then be used for subsequent inspections on the Bridges. Design of the Scaffold is included as "Attachment No. 1". Quotes for the Scaffold and Scaffold Platforms are on Pages 12 and 13 of "Attachment No. 2". B. Survey Crew (3 man) - Using tape measure and temporary grease pencil , the crew shall layout stationing on each bridge wall for the 3,400 E linear feet. The crew shall also be used to transport and assist with the scaffold: installation; relocation; and removal. C. FDOT MOT Plans and Permitting - CAI shall prepare and obtain a FDOT, District 4, General Use Permit for the Field Inspection Work and the Maintenance of Traffic (MOT) Plans. D. Field Maintenance of Traffic - The CAI Inspection method anticipates no lane closures for the Survey or Inspection Services. All Inspection and Survey work, except surveying on the causeway bridge, shall be behind existing constructed barriers. CAI shall stagger the causeway surveying to limit exposure to less than 60 minutes at a time. These measures will reduce the signage requirements and project costs. Temporary MOT signage shall be provided, installed and removed each day while personnel and equipment are on the Bridges. E. Pipeline Inspection - The entire existing exposed length of both 12 -inch diameter Reuse Main pipes (approximately 3,400 linear feet each) shall be visually inspected, with pictures and notes taken of abnormal exterior wear and/or significant lengths of routine excessive wear. Pictures shall be related to the surveyed stationing. Additional inspection using ball -peen hammer for soundness and electronic coating thickness tester shall be utilized. In addition, the inspection shall include the tapping of each Main at two locations to produce "coupons" of the metal sidewall profile. Locations shall be coordinated with the Owner and taken as close to the top of pipe as can be conducted with the tapping equipment. We have made arrangements with Mr. Rick Sheltra of PRP Construction (license GC1510570) to supply the tapping materials and equipment needed to obtain the "coupons". A quote for, the Tapping Supplies and Services is on Page 14. F. Pre -Report Meeting — Upon engineering review of the field data, conducting alternatives analysis and preparing suggested conclusions, this material shall be presented to the Indian River County Department of Utility Services in raw data and calculations. CAIshall attend a review meeting •to discuss the raw data, calculations and conclusions with the Department representatives. Questions regarding any of these topics shall be discussed and if not resolved atthe meeting shall be clarified prior to Final Report production. Any new topics or analysis requested of the Engineer shall be considered additional services. Page 3 of 14 N:\SDS\15-541E (TRCUD Wabasso Causeway)\Proposal\Rev_Proposal.doc G. Conclusions Report - The project engineer shall download and log each day's pictures and data notes. An engineering summary evaluation of the Reuse Mains pipe conditions shall be conducted. if pipe rehabilitation by exterior coating is deemed a reasonable option, a cost estimate for that task shall be determined. The cost of re -coating shall be compared in an economic analysis against other options such as internal relining or replacement with new pipe. Possible alternatives to re -coating shall be discussed with the Owner's Representative before proceeding with follow-up analysis Before drafting the Final Report, CAI shall attend the Pre -Report Meeting and resolve outstanding issue. The activities and results of the Inspection and Engineering tasks shall be provided to the Owner with up to four original copies of a Conclusions Report. H. Reimbursable Expenses - The cost of direct, non -personnel expenses that are not routine overhead expenses are included in this Item. These costs are known or close estimates based upon anticipated final quantities and represent not to exceed amounts. Reimbursable expenses shall be invoiced on actual quantity used amounts only. If quantities are not used, they will not be billed. As indicated in the cover letter accompanying this Scope I Budget, there is no mark- up on any Reimbursable items except for the invoiced Scaffold and Mainline Tapping costs. Quotes for the Scaffold and Platforms, and the Mainline Tapping are included in "Attachment No. 2" BUDGET FIR PROJECT SCOPE, PARAGRAPHS A THROUGH H Work ours +" ate (hr.) A. Design & Obtain Scaffold & Platforms (Cost + 15%) N/A Materials B. Station ;.ridges, Install, relocate and Remove Scaff. 1. Survey Crew (3 man) 16 $ 130.00 C. FDOT MOT Plans and Permit 1. Engineering I (Registered) 16 $ 140.00 D. Field MOT (Place and Remove MOT Daily) 1. Survey Crew (2 man) 5.5 $ 120.00 E. Pipeline Field Inspection 1. Engineering Technician (Senior) 96 $ 105.00 2. Survey Crew (2 man) 96 $ 120.00 3. Four Reuse Main Taps, 2 loc. (Sub -consultant) N/A Sub -Conn. 4. Tapping Sub -consultant Administration (% of Sub.) N/A 10% F. Pre -Report Meeting 1. Engineering I (Registered) 4 $ 140.00 2. Engineering Technician (Senior) 4 $ 105.00 G. Conclusions Report 1. Daily Picture/Data Logging a) Engineer III (EIT) 24 $ 100.00 2. Existing Conditions Determination a) Engineer I (Registered) 12 $ 140.00 b) Engineering Technician (Senior) 12 $ 105.00 3. Alternatives Analysis a) Engineer I (Registered) 24 $ 140.00 Page 4 of 14- N:\SIDS\I 5-54 E (IRCUD Wabasso Causeway)\Proposal\Rev Proposal.doc Cost $ 8,355.92 $ 2,080.00 $ 2,240.00 $ 660.00 $ 10,080.00 $ 11,520.00 $ 6,700.00 $ 670.00 $ 560.00 $ 420.00 $ 2,400.00 5 1,680.00 $ 1,260.00 $ 3,360.00 4Lg.17 ' y1'1_11fluids Since fii 11 4 Report Drafting and Preparation a) Engineer 1(Registered) b) Secretary/Word Processor H. Reimbursable Expenses 1. Reproduction a) B/W Xerox (sizes vary) b) Report Covers & Binder c) Digital Color Picture Prints (8.5" x 11") 2. Postage and Express Mail 3. Photo Expenses 20 $ 140.00 $ 2,800.00 10 $ 45.00 $ 450.00 240 $ 0.25 $ 60.00 5 $ 6.50 $ 32.50 350 $ 1.00/ea. $ 350.00 N/A At Cost $ 120.00 N/A At Cost $ 250.00 Total = $56,048.42 Note: * = Rain delays are not included in the time frame during which the Work is to be provided. Without rain delays, we anticipate completion of the scaffold manufacturing, inspection services, engineering, and report production is estimated to require 9 to 11 calendar weeks, including weekends and holidays. Page 5 of 14 N:\SDSU 5-54 E (f1RCUD Wabasso Cauueway)\Proposal\Rev Proposal.doc Serving Flontta " ft -1;i ante 1911 CARTER ASSOCIATES, INC, JANUARY, 2014 RATE SCHEDULE Engineer I (Registered - Principal) $150.00/hr Engineer (Registered - Senior Consultant) $140.00/hr. Engineer I (Registered) $140.00/hr. Engineer II (Registered) $125.00/hr. Engineer III (Registered) $110.00/hr. Engineer III - EIT $100.00/hr. Engineer Technician (Senior) $105.00/hr. Engineer Technician $ 85.00/hr. Surveyor I (Registered - Principal) $150.00/hr. Surveyor (Registered - Senior Consultant) $140.00/hr. Surveyor II (Registered) $125.00/hr. Surveyor III (Registered) $100.00/hr. Survey Crew (4 Men) $143.00/hr. Survey Crew (3 Men) $130.00/hr. Survey Crew (2 Men) $120.00/hr. Survey Crew (1 Man) $100.00/hr. GPS RTK Survey Crew (3 Men) $150.00/hr. GPS RTK Survey Crew (2 Men) $135.00/hr. CADD Technician I $ 80.00/hr. CADD Technician II $ 70.00/hr. Secretary/Word Processor $ 45.00/hr. Inspector $ 62.00/hr. Recording and Permit Fees Cost + 10% Materials Cost Sub -consultants Cost + 10% Reimbursable Expenses: Postage, Long Distance Calls, Cost Federal Express, etc. Blueprints Photocopy (8.5" x 11") Photocopy (8.5" x 14") Photocopy (11" x 17") Color Photocopy (8.5" x 11") $0.25/S.F. $0.15/ea. $0.25/ea. $0.35/ea. $1.00/ea. These fees shall be renegotiatedon an annual basis. Page 6 of 14- N:\SDS\15-54 R(IRCUD Wabasso Causeway)\Proposal\Rev. Proposal.doc A =: Servir Florida '-.C`. Sirup on PROPOSAL ATTACHMENTS PART 1 SCAFFOLD DESIGN SHEETS Page 7 of 14 02 00 00 0 rti L_ 10'-025.X1.1/4"5T. STRUT WI ENDS TRIMMED TO FIT. LADDER SIDE ONLY 8' x1.1/4" 6.T. a OVERHANGING BEAMS, 2 REO. 15 X 1-1/4" 5.7. a OVERHANGING BEAM STRUTS 2 REO. 1-1/4" S.T. STRUTS BETWEEN OVERHANGING BEAMS. SEE TOP VIEW 4^ X 4" X 1/8" FLAT GUSSET PLATES. 2 a EACH OF TOP CORNERS, B REO. / / X 1.1/4" S.T. STRUT IN UPPER /OVERHANGING / OVERHANGING BEAM FRAMING, / 1REQ. ///''' 2'-8" X 1-1/4" S.T. STRUT IN UPPER / OVERHANGING BEAM FRAMING AND / IN BOTTOM PLATFORM FRAMING, 2 REO. 1'-8"X1.1/4-S.T. STRUT a /MIDPOINT OF INTERIOR CASTOR FRAMING, 1 REO. b1( `10 X 1-1H" S.T. a BOTTOM OF INTERIOR CASTOR FRAME. 1 REO. 7 X 1.1/4" S.T. LADDER STRUTS. 9 REO. `0-10.75" X 1-1/4" S.T. INWARD HANDRAIL, 2 REO / 10' X 1.1/4" S.T. OUTWARD HANDRAIL, 2 9E0. Py N 10' X 1-1/4" S.T. a PLATFORM BOTTOM BEAMS. 2 REO. 1.1/4" 5.7 STRUTS BETWEEN BOTTOM BEAMS, SEE TOP VIEW FRONT VIEW ALL 10' X 1-1/4" S.T. STRUTS BETWEEN SIDE FRAMING EXCEPT FOR TWO 7'-10.75- STRUTS FOR HANDRAILING a LADDER A A NO. REVISION BY DATE, TOP VIEW 5' X 2' RUBBER WHEEL CASTERS, ALL EQUAL (SEE SPECIFICATIONS) EXCEPT TOP 2 SHALL HAVE WHEEL BRAKES, 6 REQ. TOP HANDRAIL BOTTOM HANDRAIL 4" X 4' X 1/8' FLAT GUSSET PLATES. 1 a EACH BOTTOM CORNER, 4 REO. BOTH PLATFORMS BY OTHERS 4'-9.75"X 14/4"X 1/8"7HK.2:7, OVERHANGING BEAMS, INDIAN RIVER COUNTY UTILITIES 1801 27th STREET VERO BEACH, FLORIDA 32960 TEL' 772.770.5300 FAX: 772.770.5143 2-2.50" X 1.1/4" S.T. STRUT W/ ENDS TRIMMED TO FIT, 2 REQ. 4'-8.75" X 1-1/4"X 1/8" THK. S.T. OVERHANGING BEAM a EACH END, 2 RED. INTERIOR CASTOR FRAMING 1'-8-X1-1/4"X1/8"THK. S.T.a ENDS OF CASTOR FRAME. 2 9E0. TOP HANDRAIL 1"X 1)8"7NK. SLIDE -IN TUBE FRAMING, SEE BELOW 1.1/4" SQUARE CUT-OUT IN GUSSET PLATE FOR 1' SLIDE.W FRAMING 8' X 4'X 1/8" 7HK.PLATEFOR HOOK STRAP BEND 1 END TO FIT AROUND 1.1/4' 3.7. W/ MAX. 1/5. OVERLAP ON OPPOSITE SIDE OF S.T 1"X 1 /8" THK. S.T. WELDED TO OUTSIDE OF HOOK STRAP 2'-1.25' X 1- X 1/8" THK. S.T. STRUT. 2 REO. 4" X 4" X 1/8" FLAT GUSSET PLATES, 1 a EACH TOP CORNER, 2 REO. 10'-0.20" X 1"X 118" THK. S.T. RUNS BETWEEN EACH END, 2 9E0. 2M3" X 1"X 1/8" THK. S T- STRUTS A7 EACH END, 2RE0. 4"X 4" X 1/8" FLAT GUSSET PLATES. 2 a EACH TOP CORNER, 4 REQ. I I I I I I OVERHANGING BEAM FRAMING 4" X 4"X 1/8" FLAT GUSSET PLATES. PLACED BACK TO BACK, 4 REO. 2'-8.40- X 1-1/4" S.T STRUT WI ENDS TRIMMED TO FIT 2 REO. 1 I I, I wiles Al \111 IMMO I 1 BOTH PLATFORMS BY OTHERS PLATFORM FRAMING 2'-8" X 1-1/4' S.T. STRUT LOCATED AT CASTOR ON EACH SIDE. 2 REO. 10,0.25' X 1.1 /4" 3.T. STRUT W/ ENDS TRIMMED TO FIT. 1 RE0.0 LADDER SIDE 10'-8.75"X 1-1/4' S.T. PLATFORM FRAMING RISERS a 4 CORNERS AND 1 FOR LADDER. 5 REO. BOTTOM HANDRAIL 2'-8.50" X 1-1/4" S.T. a EACH BOTTOM END, 2 REQ. SIDE VIEW COMPLETED HOOK STRAP TO SLIP OVER 1-1/4' S.T. FRAMING. 00 NOT WELD HOOK STRAP TO 1.1/4' FRAME 1117 PLATFORM FRAMING Il 11 INSERT COMPLETED 1" FRAMING W/ HOOK 11 I 1 STRAP FIRMLY 1N PLACE. DRILL 3/8 HOL II 11 THROUGH 1. AND 1 ON SIDES. PROVIDE 4 (2EXTRA) LOCKING, 11 QUICK RELEASE PINS (SEE SPECIFICATIONS) 4'-10.75" X 1-X 1/8' TFIK.S.T. STRUTS AT EACH END. 2 REQ. 1" SLIDE FRAME VIEW n ^ x CARTER ASSOCIATES, INC. CONSULTING ENGINEERS AND LAND SURVEYORS 170821st STREET, VERO BEACH, FL 32960 TEL. (772) 562.4191 FAX: (772) 562-7180 WABASSO CAUSEWAY BRIDGES INSPECTION SCAFFOLD INDIAN RIVER COUNTY DEPARTMENT OF UTILITY SERVICES SCAFFOLD CALL -OUTS SHEE 1 )1 D1vg. n: 0001 X 1.1/4" S.T. STRUT IN UPPER /OVERHANGING / OVERHANGING BEAM FRAMING, / 1REQ. ///''' 2'-8" X 1-1/4" S.T. STRUT IN UPPER / OVERHANGING BEAM FRAMING AND / IN BOTTOM PLATFORM FRAMING, 2 REO. A A NO. REVISION BY DATE, TOP VIEW 5' X 2' RUBBER WHEEL CASTERS, ALL EQUAL (SEE SPECIFICATIONS) EXCEPT TOP 2 SHALL HAVE WHEEL BRAKES, 6 REQ. TOP HANDRAIL BOTTOM HANDRAIL 4" X 4' X 1/8' FLAT GUSSET PLATES. 1 a EACH BOTTOM CORNER, 4 REO. BOTH PLATFORMS BY OTHERS 4'-9.75"X 14/4"X 1/8"7HK.2:7, OVERHANGING BEAMS, INDIAN RIVER COUNTY UTILITIES 1801 27th STREET VERO BEACH, FLORIDA 32960 TEL' 772.770.5300 FAX: 772.770.5143 2-2.50" X 1.1/4" S.T. STRUT W/ ENDS TRIMMED TO FIT, 2 REQ. 4'-8.75" X 1-1/4"X 1/8" THK. S.T. OVERHANGING BEAM a EACH END, 2 RED. INTERIOR CASTOR FRAMING 1'-8-X1-1/4"X1/8"THK. S.T.a ENDS OF CASTOR FRAME. 2 9E0. TOP HANDRAIL 1"X 1)8"7NK. SLIDE -IN TUBE FRAMING, SEE BELOW 1.1/4" SQUARE CUT-OUT IN GUSSET PLATE FOR 1' SLIDE.W FRAMING 8' X 4'X 1/8" 7HK.PLATEFOR HOOK STRAP BEND 1 END TO FIT AROUND 1.1/4' 3.7. W/ MAX. 1/5. OVERLAP ON OPPOSITE SIDE OF S.T 1"X 1 /8" THK. S.T. WELDED TO OUTSIDE OF HOOK STRAP 2'-1.25' X 1- X 1/8" THK. S.T. STRUT. 2 REO. 4" X 4" X 1/8" FLAT GUSSET PLATES, 1 a EACH TOP CORNER, 2 REO. 10'-0.20" X 1"X 118" THK. S.T. RUNS BETWEEN EACH END, 2 9E0. 2M3" X 1"X 1/8" THK. S T- STRUTS A7 EACH END, 2RE0. 4"X 4" X 1/8" FLAT GUSSET PLATES. 2 a EACH TOP CORNER, 4 REQ. I I I I I I OVERHANGING BEAM FRAMING 4" X 4"X 1/8" FLAT GUSSET PLATES. PLACED BACK TO BACK, 4 REO. 2'-8.40- X 1-1/4" S.T STRUT WI ENDS TRIMMED TO FIT 2 REO. 1 I I, I wiles Al \111 IMMO I 1 BOTH PLATFORMS BY OTHERS PLATFORM FRAMING 2'-8" X 1-1/4' S.T. STRUT LOCATED AT CASTOR ON EACH SIDE. 2 REO. 10,0.25' X 1.1 /4" 3.T. STRUT W/ ENDS TRIMMED TO FIT. 1 RE0.0 LADDER SIDE 10'-8.75"X 1-1/4' S.T. PLATFORM FRAMING RISERS a 4 CORNERS AND 1 FOR LADDER. 5 REO. BOTTOM HANDRAIL 2'-8.50" X 1-1/4" S.T. a EACH BOTTOM END, 2 REQ. SIDE VIEW COMPLETED HOOK STRAP TO SLIP OVER 1-1/4' S.T. FRAMING. 00 NOT WELD HOOK STRAP TO 1.1/4' FRAME 1117 PLATFORM FRAMING Il 11 INSERT COMPLETED 1" FRAMING W/ HOOK 11 I 1 STRAP FIRMLY 1N PLACE. DRILL 3/8 HOL II 11 THROUGH 1. AND 1 ON SIDES. PROVIDE 4 (2EXTRA) LOCKING, 11 QUICK RELEASE PINS (SEE SPECIFICATIONS) 4'-10.75" X 1-X 1/8' TFIK.S.T. STRUTS AT EACH END. 2 REQ. 1" SLIDE FRAME VIEW n ^ x CARTER ASSOCIATES, INC. CONSULTING ENGINEERS AND LAND SURVEYORS 170821st STREET, VERO BEACH, FL 32960 TEL. (772) 562.4191 FAX: (772) 562-7180 WABASSO CAUSEWAY BRIDGES INSPECTION SCAFFOLD INDIAN RIVER COUNTY DEPARTMENT OF UTILITY SERVICES SCAFFOLD CALL -OUTS SHEE 1 )1 D1vg. n: 0001 1.25" II 1.25" 10,-0.00" 1.25" I T8.00"1.25 i3 •i,, t" 1'-8.00" 1.25" 4j 10'-6.75" _ � 1.25" 2'-0.00" 1.25" 7'-10.75 1.25" 1.-0' TYPICAL 2'-0.00" 1.25" 2'-0.00" I �� 1n _n nn" r -- L_ FRONT VIEW 1.25" 1'-8.00" 1,25" 11.00" 1'-2.50" 4'-9.75" 1' TUBING FRAME TO SLIDE INTO 1-1/4' BOTTOM BEAM ENDS ON EACH SIDE. SEE DIMENSIONS BELOW. TOP VIEW NO REVISION BY DATE, INDIAN RIVER COUNTY UTILITIES 1801 27th STREET VERO BEACH, FLORIDA 32960 FAX: 772.770.5143 TOL 772.7705300 fxr 3'-11,50" 1.25" j 1.25" 1 25" 11 I I I I I I r 7 2'-8.50 SIDE VIEW 1.25" 1.25" 1" SLIDE FRAME VIEW CAI `;7" CARTER ASSOCIATES, INC. CONSULTING ENGINEERS AND LAND SURVEYORS 1708 21st STREET, VERO BEACH, FL 32960 TEL. (772) 582-4191 FAX: (772) 562-7180 WABASSO CAUSEWAY BRIDGES INSPECTION SCAFFOLD INDIAN RIVER COUNTY DEPARTMENT OF UTILITY SERVICES SCAFFOLD DIMENSIONS SHEE 2 Dw0. 4: 000, SPECIFICATIONS: MATERIALS: 1) STEEL TUBING - ALL STEEL TUBING SHALL CONFORM TO ASTM A500. GRADE 6, SPECIFICATIONS, HAVING A 42,000 PSI YIELD STRENGTH AND A 58,000 PSI TENSILE STRENGTH. TUBING SHALL BE FURNISHED IN THE THREE FOLLOWING SIZES AS INDICATED ON THE DRAWINGS AND AS LISTED HEREAFTER: 1-114" SQUARE TUBING (S.T.) W/ 1,19' WALL 7/ 11C)OVESB;1-1/?' SQUARE TUBING )57.)Y114 GAUGE (Dan WALL 71-9C1WESSAND r SQUARE TUBING (S.T.) W/ 1/8" WALL THICKNESS. 2) GUSSET P) 41 ES - GUSSETS SHALL BE MANUFACTURED OF STEEL PLATE MEETING THE MINIMUM SPECIFICATIONS OF ASTM A38. PLATES SHALL 8E 1/8 - INCH IN THICKNESS, HAVING 4 - INCH LEGS. 3) WELDMENT MATERIALS - WELDING ELECTRODES OR WIRE TO BE USW S.HA).L PRODUCE WELDS OF EQUAL OR HIGHER STRENGTH THEN THE STRENGTHS OF THE ASTM A500, GRADE 8, TUBING STRENGTH. CONTRACTOR SHALL SAVE AND PROVIDE THE WELDING MATERIAL BOX LABEL -TO THE OWNER'S REPRESENTATIVE. 4) CASTERS - ALL CASTERS SHALL BE THE SAME, EXCEPT THE TOP TWO CASTERS SHALL HAVE ADD-ON. MANUALLY OPERATED WHEEL BRAKES. ALL CASTERS SHALL BE RIGID DESIGN. WITH HOT FORGED STEEL FRAMES OF 1/4" ,MINIMUM THICKNESS. CASTERS SHALL HAVE A 6.50" MOUNTING HEIGHT, WITH 5" x2" MOLDED -ON RUBBER WHEELS. ALL CASTERS SHALL BE RATED FOR A MINIMUM 40,0 POUNDS EACH. THE CASTERS SHALL 8E "MCMASTER-CARR". MODEL 80175T18, OR OWNER APPROVED EQUAL. 5) QUICK -RELEASE PINS - PINS SHALL BE OF ALL STAINLESS STEEL CONSTRUCTION. PINS SHALL HAVE SPRING AOTUATED BA1..LS WHICH PREVENT THE PINS FROM BACKING OUT THE INSERTION HOLE. PINS SHALL HAVE A 2 -INCH GRIP LENGTH. A BUTTON SHALL BE PROVIDED WHICH RETRACTS THE BALLS FOR INSERTION.AND REMOVAL. THE PINS SHALL BE "McMASTER-CARR", MODEL 92384A056, OR OWNER APPROVED EQUAL. 6) COATING MATERIAL - STEEL COATING MATERIAL SHALL BE.A DIRECT TO METAL (DTM), POLYAMIDE CURED, HIGH-BU)LD.EPDXY PAINT COLOR SHALL BE SILVER OR GRAY. MANUFACTURING: 1) TUBING CUTS - ALL TUBING CUTS SHALL BE MADE USING GROUND STABILIZED SAWING MACHINERY NO HAND TOOLS SHALL BE USED TO CUT TUBING. 2) WELDS - ALL BUTT AND LAP JOINTS SHALL BE MADE USING FULL LENGTH, FILLET WELDS. WELDS SHALL COMPLY WITH APPLICABLE AWS STANDARDS. CASTER PLATES SHALL BE WELDED TO FRAMING ON ALL 4 SIDES. GUSSET PLATES SHALL BE FULL WELDED TO EACH FRAME MEMBER THEY TOUCH. WHERE GUSSET PLATES ABUT EACH OTHER, THEY SHALL BE WELDED TOGETHER. WELD SLAG SHALL BE REMOVED BEFORE BLASTING FOR COATING. 3) DIMENSIONAL DEVIATIONS - CASTER LOCATION IS CRITICAL AND THEY SHALL BE SIZED AND LOCATED WITHIN A MAXIMUM 1/4 INCH DEVIATION FROM THE DESIGN. FRAMING DEVIATIONS SHALL BE MINIMIZED TO ASSURE COMPLIANCE WITH THE ABOVE CASTER DEVIATION LIMIT AND SMOOTH SLIDER FRAME INSTALLATION. 4) FINAL FRAME TOUCH-UP - PRIOR TO BLASTING FOR COATING ALL BURRS, SHARP EDGES, ETC. SHALL BE GROUND OFF ALL GREASE, OIL, LAITANCE, ETC. SHALL BE REMOVED. 5) PRE COATING PREPARATION -THE ENTIRE FRAME SHALL BE PREPARED FOR COATING BY REMOVING ALL RUST AND MILL SCALE AND PROVIDING A SURFACE PROFILE USING: "POWER TOOL CLEANING" PER SSPC - SP3 SPECIFICATIONS OR "COMMERCIAL BLAST CLEANING" PER SSPC - SP6 SPECIFICATIONS. 6) COATING - COATING SHALL TAKE PLACE INA CLEAN. DRY, INTERIOR ENVIRONMENT THE EPDXY COATING SHALL BE APPLIED IN TWO. 5 MIL (DRY FILM THICKNESS) COATS, IN ACCORDANCE WITH THE COATING MANUFACTURER'S RECOMMENDATIONS. A NO. REVISION BY DATE, INDIAN RIVER COUNTY UTILITIES 1801 27th STREET VERO BEACH, FLORIDA 32960 TEL: 772.770.5300 FAX: 772.770.5143 U,,NIMES: ($A1,:",-;,,r'CARTER .ASSUCIATES, INC. CONSULTING .ENGINEERS AND LAND SURVEYORS •170821st STREET, VERO BEACH, FL 32960 TEL. (772) 562-4191 FAX: (772) 562.7180 WABASSO CAUSEWAY BRIDGES INSPECTION SCAFFOLD INDIAN RIVER COUNTY DEPARTMENT OF UTILITY SERVICES SCAFFOLD NOTES AND SPECIFOCATIONS SHE 3 ow5. 4: 0001 TOTAL SQUARE TUBE (S.T) LENGTH BY SIZE AND S)OEWALL (S.W ) THICKNESS ITEM NO. DESCRIPTION NO. OF ITEMS EACH ITEM LENGTH 1-1/4" BY 14 GAUGE S/W 1-1/4" BY 1/8 INCH S/W 1 INCH BY 1/8 INCH S/W TUBING 1 Platform Frame Bottom Runs 2 10' - 0.00" 20.00 feet 2 Platform Frame Bottom Ends 2 2' - 8.50" 5.42 feet 3 Platform Frame Bottom Strut 1 2' - 6.00" 2.50 feet 4 Platform Frame Handrail Runs 2 10' - 0.00" 20.00 feet 5 Platform Frame Handrail Runs 2 7' - 10.75" 15.80 feet 6 Platform Frame Handrail Sides 4 2' - 6.00" 10.00 feet 7 Platform Frame Risers 5 10' - 6.75" 52.82 feet 8 Platfoml Frame Ladder Side Rail (angled ends) 1 10' - 0.25" 10.02 feet 9 Ladder Rungs 9 2' - 0.00" 18.00 feet 10 Overhanging Beam Riser 2 0' - 8.00" 1.34 feet 11 Overhanging Beam 2 4' - 9.75" 9.63 feet 12 Overhanging Beam Strut (angled ends) 2 2' - 8.40" 5.40 feet 13 Overhanging Beam Strut (angled ends) 2 2' - 2.50" 4.42 feet 14 Overhanging Beam Runs 2 10' - 0.00" 20.00 feet 15 Caster Frame Ends 2 1' - 8.00" 2.67 feet 16 Caster Frame Run 1 10' - 0.00" 10.00 feet 17 Caster Frame Center Strut 1 1' - 8.00" 1.67 feet 18 1^ Slide Frame Upper Strut 2 2' - 1.25" 4.21 feet 19 1" Slide Frame Lower Strut 2 4' - 10.75" 9.79 feet 20 1" Slide Frame Comer Strut 2 2' - 6.00" 5.00 feet j 21 1" Slide Frame Runs 2 10' - 0.00" 20.00 feet TOTAL TUBING LENGTHS FOR SIZES/SIDEWALL = 197.39 feet 12.30 feet 39.00 feet SPECIALS 22 5" x 2" Rubber Wheeled Casters 8 n/a 23 Add -On Caster Wheel Brake Sets 2 n/a 24 5/16" X2" Quick -Release, Posi-Lock Pins 4 n/a 25 4" X4" X 1/8", 450 Triangle, Gusset Plates 22 n/a 26 Steel Preparation and Coating 1 n/8 ($A1,:",-;,,r'CARTER .ASSUCIATES, INC. CONSULTING .ENGINEERS AND LAND SURVEYORS •170821st STREET, VERO BEACH, FL 32960 TEL. (772) 562-4191 FAX: (772) 562.7180 WABASSO CAUSEWAY BRIDGES INSPECTION SCAFFOLD INDIAN RIVER COUNTY DEPARTMENT OF UTILITY SERVICES SCAFFOLD NOTES AND SPECIFOCATIONS SHE 3 ow5. 4: 0001 PROPOSAL ATTACHMENTS PART2 PROJECT MITER ALS BIDS AND COSTS Page 11 of 14 Complete Scaffold Quote From: scott(arsmetalworks,com (R.S. Metalworks) To: Steve Snoberger Cc: Aimee Long Subject: RE: Budget Estimate for Inspection Scaffold Date: Wednesday, October 21, 2015 3:58.06 PM Steve, Re: Wabasso Causway Scaffold We have reviewed the drawings and materials list for the bridge inspection scaffold and are submitting our price for fabrication of this assembly below. Fabricate (1) rolling square tubing scaffold assembly complete w/slide frame, casters and quick release pins. Total materials and fabrication $4,903.00 Sandblast and epoxy paint $1,275.00 Sales tax $432.46 TotaO $6,610.46 FOB Carter Associates Inc. 1801 27th street Vero Beach Please feel free to contact me with any questions or comments. Thanks for the opportunity, Scott Page 12 of 14 Quote For Two Scaffold Platforms Steve Snbero:er From: Sent: To: Subject: Hi Steve, Here is your quote: Daniel D <danteld@industrialladder com> Monday, October 19, 2015 9.16 AM Steve Snoberger Stage quote Item# Product Description Price Quantity Item Total Del Werner 2612 Aluminum Stage 12' x 20"1 $259.89 Each 1 €� $259.89 ' 2512 2612 2712 Werner 2712 Aluminum Stage 12' x 28" $335.67 Each 1 13 Q $335.67 2712 Subtotal (Shipping & Handling added at checkout) $595.56 Enter your zip code for a shipping estimate: 32960 C $60.00 Thank you! DJ Industrial Ladder & Supply Co. 1-800-833-0800 Ext. 1206 danield@,industrialladder.com Page 13 of 14 Quote for Tapping reuse Mains - Price is Per Pair of Taps M.� P i! P CNSTRUCTIION 7600 SW SPRING HAVEN AVE. INDIANTOWN, FL., 34956 Contact: Ronnie LaRowe Phone: 772-597-6923 Fax: 772-597-6924 Quote To. Steve Snobeger Job Name. Date of Plans: Revision Date: Phone: Fax. .Quote is Per Pair Wabasso Causeway Quote Date. 23 Sept. 15 ITEM 1 ; DESCRIPTION QUANTITY UNIT UNIT PRICE AMOUNT 100 MOBILIZATION 1.00 LS 800.00 800.00 110 SADDLE, 12" RC2", STAINLESS STEEL 2.00 EA 675.00 1,350.00 130 MIP X MIP BALL CORP 2.00 EA 425.00 850.00 150 BRS CAP j 2.00 EA 175.00 350.00 GRAND TOTAL MOTES: NOTES: EXCLUDES: 1. PERMITS/TESTING 2. SURVEY/ASEUILTS Page 14 of 14 $3,350.00 r.