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HomeMy WebLinkAboutContract 37194THE IT' FORT WORTH, T�� " .. T N -1y I, : Construct Public Health Center TP 200 -I11 and Evans & Rosedale Development Parking Lot TPW 008-0 FoRTWORTH 4 MMy,jRF MAYOR DALE A. FISSELER, P (TrY MANAM Greg Simmons, PE Act�ig Director, Transportation & Public Works Department Dan Reiner Dia-wor, Public Healtb Depa tment Jesus Chapa Director, Economic and Coimnunity Development Imperial Construction, Ltd. Cypress Equities D i. h, Ar lit is May 2008 E) oaIGtNA1 City of Fort Worth, Togas Mayor and Council Communication COUNCIL ACTION, Approved on SI2012008 SATE: Tuesday, May 20, 2008 LOG DAME: 20PUSIAEALTHGO REFERENCE NO.: D-22 16 Authorize Execution Gf a Contract with Imperial Construclion, Ltd., in the Amount of 6,395,000.00 to Construcl. the Public Health Center and the Evans -Rosedale Development Parking Lot REC( MMENDAT ON: it is commended that the City Dcuncil authorize the City Manager to execute a construction contract with Imperial Construction, Ltd,, in the amount of $6.395,000.00 to construct the Public Health Center and Evans -Rosedale Development Parking Lot, On April 24, 2007. (M&-22076) (lie City CounCll aultrorized the execution of an agreerrrent with Cypress Equities 1, LP, in (lie amount of $275,000.DO, to provide the design for the Public Health Center. The 200 A and 2007 Certificate of Obligation sales Included 0,460,000.00 far the new Public. Health Center, On November 6, 2007, (M& C-159S3) the City Gc5uncll adapted the appropriation ordinance and authw-ized lyre transfer of S400,000,00 from the Specially Funded Capital Projects Fund to the CO SpacW Project Fund, to provide enhaEncernents to the tilt -up -papal concrete structure and green building technology. The project wes advertised for bid In the Fort UVorth tor-Telegr_am on March 13 and 20, 2008. The following bids were received. Imperial Co nstruction, Ltd- (tncIudes Allemate s #I & #2 below)- $ ,.395.000 00 Base Bid ($5,849,000.90 Pub1lc Health & $375,000,OD Parking Lot) Alternate #1, Geothermal System ( 450,000.OD) Alternate #2, Recycled stone from existing Public Health Center ($0.00) Total coxrrpletion time after notice to proceed Issued-. 405 calendar Mays CORE Construction {includes Alternates PI & #2): S 7,083,000,00 Key Construclion Texas LLC (includes ACterrfates #1 & #2); $7,095,000.00 AU Contrac#ors. Inc, (Inc:Iudes Alternates # 1 & 92); $7,215,639,00 Azleca E rite rprises, lnc. (Includes Alternates # I & #2): $7,57 ,Do 0 00 Westland Construction, Inr.. (Did riot bid on Alternates 91 or #2): $ 1 S M Oonstructton, Iris, (Parking Lot Portion Only): $ 62.206_00 Narthstar Conslrtictic n, Inc. (Par king Lot Poriion Only)L $559,900,00 VVDN Grove, LLC (Parking Lot Portion Only). 612,7 0_00 Based on price, schedule, MIWBE participation, reputation, and experience, tmperiel Construction, Ltd_, was determined to offer the best value. The esi!Imated overefl ci�st of the projecl is' Ikrevious Design at Farmer SitLn $473,000.00 Design $30,100.00 Construction $6.395,000.00 anE;truction Administratlon Services $10 ,4$1 00 Geatedi, Matedal TeSk. City Fear, Utilities Extension, Stall $300,000-00 ITS $500,000,00 FFSE, Trainlnrg Equlpme-ot q,0 0•C q entinency 927,409_D0 Total $9, 600, 000.00 Imperial Construction, Ltd., is in ccmpGiance with the City's rut/WBE Ordinance by committing to 34 percent and 36 percent MNV8E Participation for the Public Health Center and Evans -Rosedale [development Parking Lat. respectively, The City's goals for these projects afe 28 percent for the Public Health Center and 19 percent for the Evans -Rosedale Development Parking Lot. The project is located in COUNCIL 01 TRICT 8 but will serve Fort Worth residents In all COUNCIL DISTRICTS. The completion of the Public health Ceriter will add 37,300 square feet to theCity's inventory and add approximalely $15,000 per year in the facility maintenance and repair requirements, W"_A J.N.RA-TLO-NL ERT FFIQA.-ait�, The Finance Director certifies that upon approval of the above recommendations, ftiods will be available in the current capital budgets, as appropriated, of the Co Special Project Frond and th(a 7007 Critical Capital Proiects Fund. TO Fu.IxsJ1A ou # trt PCs FRQ,rd,Fy1dfAccounUCentgr_s C 90 541200 205960022680 .,695 00O.00 C 95 541200 2059600 2680 $4,700.O00.00 Subed for 11 Manager's Of lc Fernando poste {8471a} 0rig inAna De"art a t Head: Crag Simmoris (78 ) A00itiqtIBLI Inforingtion Contact,. Dalton Mureyama (808a) CITY OF FORT WORTH TRANSPORTATION AND PUBLIC WORKS DEPARTMENT ADDENDUM NO.4 PUBLIC HEALTH CENTER & PARKING LOT Request for Proposals Submittal Date: April 17, 2000 (NO CHANGE) The Request for Proposals for the above projects is hereby revised and amended as follows: 1. In Instructions to Offerors. Para -graph 1A. Selection of Contractor, Paragraph 1A is revised as follows: The Best Value selection will be with one contractor for both fire stations or one contractor for each station, at the City`s option. The City shall select the Offeror that offers the best value based upon the following criteria and on its ranking evaluation. In determining the Best Value Offeror, the City will consider: 1. Proposed price (60%) 2. Proposed level of MWBE participation (10%) 3. Proposed project schedule (15%) 4. Reputationlexperience of the Offeror as demonstrated by past project work and the report of references (10%) 5. Offeror's past relationship with the City. (5%) **NOTE**: If the Offeror does not have previous work experience with the City, then the reputation evaluation criterion will represent 15% of the overall score. After ranking the responses to the RFP, the City shall first attempt to negotiate a contract with the selected Offeror. The City and its architect may discuss with the selected Offeror options for a scope or time modification and any price change associated with the modification. If the City is unable to negotiate a contract with the selected Offeror, the City shall, formally and in writing, end negotiations with that Offeror and proceed to the next Offeror in the order of the selection ranking until a contract is reached or all proposals are rejected. 2. Review Notice to Offerors MWWBE Utilization Plan and Instructions to Offerors, Paragraph 8, Post Bid — PreAward Submittals: Construct Public Health Center and Construct Evans & Rosedale Development Parking Lot Addendum No. 4, April 10, 2008 a. After the bids are submitted on Thursday, April 17, 2008, the Offerors are required to submit (one original and one copy) to Architectural Services (located at 401 West 13t' Street, Fort Worth) by 5:00 PM on Thursday, April 24, 2008, the following documents: 1. Minority & Women's Business Enterprise (MIWBE) documentation. For any MIWBE questions or forms, please call the M/WBE Office at (817) 392-6104. 2. Contractors Qualification Statement (AIA Form A305), including references 3. Proposed Subcontractors and Suppliers 4. Schedule of Values 5. Proof of insurability for Statutory Workers Compensation Insurance 3. Review Instructions "to Offerors, Paragraph 2 _Minority omen Business Enterprise (MIWBE) (Best Value). For any MIWBE questions or forms, please call the M/WBE Office at (817) 392- 6104. 4. Refer to additional documents on Autodesk Buzzsaw Addendum No. 4 folder as follows: A_ Dennehy Architects Project Manual and Drawings dated April 10, 2008 B. SDA-6 Detail, Transaction Top dated April 10, 2008 C. Grease Masters Detail dated April 9, 2008 The items above modify or supercede or clarify the provisions in the bid documents and become a part of the Contract Documents. Acknowledge the receipt of this Addendum No. 4 on your Proposal. GREG SIMMONS, PE ACTING DIRECTOR, TRANSPORTATION & PUBLIC WORKS DEPT By: Dalton Murayama Architectural Services Manager 817-392-8088, FAX 817-392-8488 RELEASE DATE: April 10, 2008 .Construct Public Health Center and Construct _Evans & Rosedale Development Parking Lot Addendum No. 4, April 10, 2008 DENNEHY DENNEHY ARCHITECTS 3464-A ELUEBOI INET CIRCLE FORT WORTH, TEXAS 76109 TEL $17 922 9933 PAX 817 922 9997 EMAIL-. pmd@dennarch.com ssdot dennarch.com 10 April 2008 ADDENDUM NO. ##4 TO CONTRACT DOCUMENTS FOR CONSTRUCTION OF FORT WORTH PUBLIC HEALTH CENTER FORT WORTH, TEXAS Project# C-0708.00 Dennehy Architects, Inc. 3464-A Bluebonnet Circle Fort Worth, Texas 76109 The following items modify or supersede the provisions of the Project Manual and Drawings and become a part of the Contract Documents. ADDENDUM niv ES No. 04.01— 04.12 (Pages 1— 3 ) PROJECT MANUAL ITEM NO.4.01 SPECIFICATION SECTION 08710 -- DOOR HARDWARE Hardware Sets: Note that the following doors are indicated in Specifications but not indicated on Drawings. Revise as indicated: Doors 240A — Delete Door #152 — Revise to read #152A Door #165 — Delete Door 218A — Revise to read #259 Door #270 — Revise to read #269 Ciry-of Fort Worth Public Health Center 1 Addendum No.4 _ITEM NO.4.02 SPECIFICATION SECTION 11400 -- FOODSERVICE EQUIPMENT Part 4 — EQUIPMENT SCHEDULE: Revise ITEM NO.20 — VENTILATION HOOD Quantity: One Manufacturer: Grease Master Model: GWC-9 Utilities: Refer to drawings Size: 4'-0" x 6'-0" x 2'-0 high Equipment: a Two (2) vapor proof lights o Stainless steel filters o Rear of hood finished + Stainless steel filler panels between top of hood and ceiling + Provide fire dampers if required by local jurisdiction Special Instructions: + Hang hood where shown on plan with''/z" steel rods secured to building structure. Bottom edge of hood to be 78" AFF. Coordinate with General Contractor for rod attachment points. Refer to attached Drawing GWC-9 HOOD ITEM NO.4.03 SPECIFICATION TABLE OF CONTENTS Delete reference to Specification Section 05530 — Stainless Steel Railings DRAWINGS ITEM NO.4.04 DRAWING SHEET A2.01 -- DOOR SCHEDULE Note the following Doors indicated on Plan but not indicated in Hardware Specification. Revise as listed below: Doors 158, 159, 266 and 267 — Set #38 3 Hinges 1 Push Plate 1 Closer 1 Protection Plate 1 Door Pull 1 Wall Bumper 3 Door Silencers Door #109 (Sliding Pocket Doors) TA2714 4 %z" x 4 '/1" 70E 6 X 16 7500 SN K105010" x 34" 107 x 70C 409 608 1 Slide Track 9130 —144" ALUM 2 Latches DEL-FP155 US32D Doors 152A and 152B - Add to Hardware Set #17 Door 0259 - Add to Hardware Set #33 Door #269 - Add to Hardware Set'#36 26D MC US32D RO 689 NO US32D RO US32D RO US32D RO GREY RO HAGER DELTANA 2 City of Fort Worth Public Health Building Addendum No.4 Doors 200B, 200C and 200D - Add to Hardware Set #22 ITEM NO.4.05 DRAWING SHEET A2.04 — FIRST FLOOR FINISH SCHEDULE Room # 110 Fitness Center. Reference to RUBBER FLOORING finish is for the following product: Manufacturer :ECO Surface Commercial Flooring www.ecosurfaces.eom Product: ECOnights for Sport Recycled Rubber Tile Flooring Size: 47" x 47" tab to tab, 3/8" thickness Set with E-Grip 11 one component polyurethane adhesive ITEM NO.4.06 DRAWING SHEET A2,04 — FIRST FLOOR FINISH SCHEDULE Reference to VCT finish is for the following product: Armstrong Standard Excelon -- Imperial Texture Series ITEM NO.4.07 DRAWING SHEET A2.05 — SECOND FLOOR FINISH SCHEDULE Reference to VCT finish is for the following product: Armstrong Standard Excelon — Imperial Texture Series ITEM NO.4.08 MILLWORK CLARIFICATIONS Sheet A3.01, Room #157, Elevation Reference 14/AI0.05 — Refer to attached SDA-06 indicating Elevation 14/A10.05. Note the elevation indicates a solid surfacing clad transaction top at the Death Records area with a 4" front overhang and a 12" rear overhang. Cleat attach to interior side of room. ITEM NO.4.09 MILLWORK CLARIFICATIONS Sheet Al0.05, Detail #05 — Provide two drawer units above each pair of lower door units. Toilet Rooms #174, #175, #275, and #277, Drawing Sheet A10.02 and A10.03. Provide solid surfacing at countertops as base bid. Refer to Specification Section 01230- ALTERNATES, Alternate #2 for provision of recycled stone countertops and backsplashes. ITEM NO.4.10 DRAWING SHEET S2.02, TW. INSPECTION CANOPY FRAMING PLAN 02/S2.02: Revise ITEM NO.2.51 of ADDENDUM #2 to read Sketch ADD-] SSK I2 replaces Detail D2/S5.03. CLARIFICATIONS ITEM NO, 4.11 DRAWING SKEET A3.01, FIRST FLOOR KEY PLAN: Room #108 has no built-in casework. Owner will supply shelving. ITEM NO.4.12 DRAWING SHEET A3.02, SECOND FLOOR KEY PLAN: Rooms #239B and.#239C have no built-in casework. Owner will supply shelving. END OF ADDENDUM NO. 4 City of Fort Worth Public Health Center AddendumNo.4 f ACCESSORIES EXPOSED MATERIAL UNEXPOSED MATERIAL LIGHTS FILTERS CONTROLS EXHAUST CFM SUPPLY CFM INSIDE REGISTERS 18 a. 304 GALV, GLOBS S/S N/A 1800 1080 O,B. DMPR. 15 28.5 2J 12 EXHALIST 48 T— SUPPLY 10 . 2 r1 28.5 15� PLAN VIEW Firs UL Listed L_____ 3nt9ndcsCME I Hunger Ugh! Brockel !" Tnick i Lans�ty FOR Booked InsufoGan Perfarale0 I Register with 24 Plale I OPPosod Sloae UL Clossilied Damper Greoee Fillerssw = Bwk Grease Trough Canlral P0ae1 Beek arM Ganloiner for Lights and I Fans (aplianol) SECTION VIEW Control Ponel Flush Mounted Optional PROJECT PUBLIC HEALTH DEMO KIT. �tsT£O GREASE � � MASTER TM POST OFFICE BOX 309 INDIAN TRAIL. NC .28079 TELEPHONE (704) 821--9211 FAX (704) 821-6618 LOCATION FT. WORTH, TX MH11662 info®greasemoster.com ARCHITECT MODEL: gu1LT ncrDiwwcc Q G Y Y�A� C ©.e! HOOD ENGINEER Ilan wa en CNSE CONTRACTOR 04/09/08 G: SUBMITTED BY DRAA-N BY SCALE REV. DATE: REV. BY: DWG. NO. AL NITS THIS DRAWING MAY BE USED IN WHOLE OR PART, PROVIDED THE GREASE MASTER NAME AND LOGO -ARE VISIBLE IN ANY REPRODUCTION, 3—f ARCHITECTS 3404•A BLUEBONNET CIRCLE PORT WORTH, TX 76109 PH. 817 922-9933 FAX. 817-922.9997 Q,eD a,�L, ORIGINAL SIGNED AND SEALED DOCUMENTS ARE ON FILE AT THE OFFICE OF THE ARCHITECT SOLID SURF AT TRANSA OVER 3/4' SUBSTRATE P,"f elo>• MiI A ACING CTION TOP PLYWOOD CING TFIZANSACTION TOP SCALE: 3/8" = 1 '-0" 00 D fix — 6 FORT WORTH PUBLIC HEALTH CENTER (FROM SHEE-AI0.05) 10 APRIL 2008 SECTION SCHEDULED BASE SDA-6.dgn 4/10/2008 3,49:14 PM CITY OF FORT WORTH TRANSPORTATION AND PUBLIC WORKS DEPARTMENT ADDENDUM NO. 3 PUBLIC HEALTH CENTER & PARKING LOT Request for Proposals Submittal Date: April 17, 2008 (CHANGE) The Request for Proposals for the above projects is hereby revised and amended as follows: The Request for Proposals Submittal Date has been extended to April 17, 2008. Acknowledge the receipt of this. Addendum No. 3 on your Proposal. GREG SIMMONS, PE ACTING DIRECTOR, TRANSPORTATION & PUBLIC WORKS DEPT By: Dalton Murayama Architectural Services Manager 817-392-8088, FAX 817-392-8488 RELEASE DATE: April 8, 2008 Construct Public Health Center and Construct Evans & Rosedale Development Parking Lot Addendum No. 3, April 8, 2008 CITY OF FORT WORTH TRANSPORTATION AND PUBLIC WORKS DEPARTMENT ADDENDUM NO. 2 PUBLIC HEALTH CENTER & PARKING LOT Request for Proposals Submittal Date: April 10, 2008 (NO CHANGE) The Request for Proposals for the above projects is hereby revised and amended by the documents on Autodesk Buzzsaw Addendum No. 2 folder as follows: 02835 Gate Operator.pdf 11132 Motorized Projection Screens.pdf A-12-06 Wall Sections.pdf ADD 2 SSK-01.pdf ADD 2 SSK-02.pdf ADD 2 SSK-03.pdf ADD 2 SSK-CWpdf ADD 2 SSK-05.pdf ADD 2 SSK-06.pdf ADD 2 SSK-07.pdf ADD 2 SSK-08.pdf ADD 2 SSK-09.pdf ADD 2 SSK-10.pdf ADD 2 SSK-11.pdf ADD 2 SSK-12.pdf ADD 2 SSK-13.pdf ADD 2 SSK-14.pdf ADD 2 SSK-15.pdf Addendum 2-Document.pdf MEP Addendum 2 Drawings.pdf (several drawings) Plastic Lockers Substitution Request.pdf SDA-1.pdf SDA-2.pdf °SDA-3. pdf SDA-4.pdf SDA-5.pdf Toilet Compart Substitution Request.pdf The items above modify or supersede the provisions in. the bid documents and become a part of the Contract Documents. Construct Public Health Center and Construct Evans & Rosedale Development Parking Lot Addendum No. 2, April 4, 2008 Acknowledge the receipt of this Addendum No. 2 on your Proposal. GREG SIMMONS, PE . ACTING DIRECTOR, TRANSPORTATION & PUBLIC WORKS DEPT By: Dalton Murayama Architectural Services Manager 817-392-8088, FAX 817-392-8488 RELEASE DATE: April 4, 2008 Construct Public Health Center and Construct Evans & Rosedale Development Parking Lot Addendum No. 2, April 4, 2008 DENNEHY { 1. ARCHfTECTS - - D)~NNHi3Y ARCHURC£S 3464-A BLUEBONNET CIRCLE PORT WORTS, TMVS 76109 TEL 817 922 9933 FAN 917 922 9997 Ehb%IL: pmdQP denmarr.L.rom ssdfiIiJrnrtardi.rnm 04 April 2008 ADDENDUM NO. #2 TO CONTRACT DOCUMENTS FOR CONSTRUCTION OF FORT WORTH PUBLIC HEALTH CENTER FORT WORTH, TEXAS Project# C-0708.00 Dennehy Architects, Inc. 3464-A Bluebonnet Circle Fort Worth, Texas 76109 The following items modify or supersede the provisions of the Project Manual and Drawings and become a part of the Contract Documents. ADDENDUM TIMES No. 02.01 — 02.82 (Pages I —10) PROJECT MANUAL ITEM NO.2.01 SPECIFICATION SECTION 01100 — SUMMAR_ Y 1.2- Work by Owner, A, Item 1: Note that the Information Technology and Telephone Systems and cabling will be provided by the Owner. ITEM NO.2.02 SPECIFICATION SECTION 01100 — SUMMARY 1.2- Work by Owner, A, Item 2: Note that the security system locations have not been established by the Owner. Once decided, the contractor .will be instructed via change order to provide conduits only. City of Fort Worth Public Health Center Addendum No.2 ITEM NO.2.03 SPECIFICATION SECTION 01210 —ALLOWANCES PART 1.4 — ALLOWANCES SCHEDULE — The $28.00 per sq. yard is for carpet material only. All other additional costs required to provide a complete installation will need to be determined by the Contractor and included in their bid. Contractor is to also provide an area take -off with their bid. ITEM NO.2.04 SPECIFICATION SECTION 01230 — ALTERNATES 1.3 SCHEDULE OF ALTERNATES, A., 2. Alternate Item. Revise wording as such: Add Sections I5080 and 15786. Remove Section 15792. Add Drawings numbered G1.01, G1.02 and G2.01. Alternate would provide for the provision of a Geothermal Systems with water source heat pumps. Refer to Mechanical drawings for rooftop unit changes. Clarification to Alternate #1 For Alternate #1 (Geothermal HVAQ the gas to the building will be for the water heaters. Gas meter will be sized for 340 CFH with the main gas size to the building sized at 2" Split systems AC-1 through AC-7 are to remain in Alternate #1. ITEM NO.2.05 SPECIFICATION SECTION 02371 — DRILLED PIERS 1.1-SUMMARY, C-UNIT PRICES Provide add and deduct unit prices for the temporary casing for 18" and 24" pier diameters per this Section. This instruction supersedes Specification Section 01270 UNIT PRICES, 1.7 SCHEDULE OF UNIT PRICES. ITEM NO.2.06 SPECIFICATION SECTION 02520 - PORTLAND CEMENT CONCRETE PAVING ( FOR PARKING) Part 2 - PRODUCTS: 2.01 MATERIAL AND ACCESSORIES, Note C Change the sentence, "Concrete shall have a minimum compressive strength, at 28 day of not less than 3600psi." To: "Concrete shall have a minimum compressive strength, at 28 days of not less than 4000psi." Part 2 - PRODUCTS: 2.01 MATERIAL AND ACCESSORIES, Note C Polyethylene Moisture Barrier: Add sentence: "Use only if shown on Plans or DetaiIs." ITEM NO.2.07 SPECIFICATION SECTION 02550 - WATER AND SANITARY SEWER SYSTEM 3.06 SEWER MAIN CONSTRUCTION Note D Change note: "Cleanouts: shall be constructed with 27" Wye" To: "Cleanouts: Shall be constructed with a Wye Fitting." ITEM NO.2.08 SPECIFICATION SECTION 02835 —GATE OPERATOR Section issued in its entirety. Refer to drawing A1.02 for access gate and carder reader note at north end of secured parking area. 2 City of Fort Worth Public Health Building Addendum No. 2 ITEM NO.2.09 SPECIFICATION SECTION 03300 W- CAST -IN -PLACE CONCRETE: 2.6 CONCRETE MIXES, F Revise concrete classification and use as the following: 1. Classification.: Minimum 28-Day Water- Minimum Portland — ` Compressive Strength Cement Cement Contents . Class. _ (psi) Ratio Sack ner Cubic Yard* A 3000 0.55 5.0 B 4000 0.45 6.0 C 3000 0.50 5.2 D 3500 0.48 5.5 * If the required strength is not secured with the minimum cement content as specified, add cement or provide other aggregates as necessary. 2. Use: Unless otherwise specified, use the specified classes of concrete in the following locations: Class A: Piers and all concrete pavement. Class B: All concrete structures. Class C: Concrete slab on metal form deck Class D: Housekeeping Pad ITEM NO, 2.10 SPECIFICATION SECTION 03430 — ARCHITECTURAL PRECAST CONCRETE Delete reference to plant fabrication. Panels are to be field cast. ITEM NO.2.11 SPECIFICATION SECTION 07710 — MANUFACTURED ROOF SPECIALTIES Add the Following soffit panels at Stair #2 and #3 roofs and high roof at Lobby 101: 2.8 SOFFIT PANELS A. Soffit Panels: Continuous 24 gauge G 90 galvanized steel panels. Flush seams with concealed clips. Color as selected from manufacturer's full range of colors. Kynar 500 or Hylar 5000 finish with 20 year finish warranty. 1. Available Products: a. 9 ''/2" o.c. seam spacing (flush seam) FIex-Lock by MBCI b. Other approved equals. ITEM NO.2.12 SPECIFICATION SECTION 08300 — ROLLING COUNTER DOORS Rolling counter doors are indicated on Floor PIan 0I/A3.01 and are identified by the letter C and D at Waiting Area #154 and Waiting Area #171. Grille `C' size is 6'-0" high x 20'-0" wide. Grille `D' is 6'-0" high x 16'-0" wide. ITEM NO.2.13 SPECIFICATION SECTION 08340 — ROLLING GRILLES Rolling grilles are indicated on Floor Plan 01/A3.01 are indicated by the letter A and B north and south of Elevator Lobby #102. Rolling grilles are indicated on Floor Plan 0I/A3.02 and are identified by the letter E and F north and south of Elevator Lobby #200. Grille size is 10'-0" high x 10'-0" wide. ITEM NO.2.14 SPECIFICATION SECTION 08800 — EXTERIOR GLAZING Glazing location Schedule: GL-2 is the be used at Stairs 92 and #3 and at Windows Y, Z, FF, H, J and K; GL-1 is to be used at all other exterior window locations; Delete Window G as this area is included with the Window FF elevation. 3 City of Fort Worth Public Health Center Addendum No.2 ITEM NO.2.15 SPECIFICATION SECTION 08710 - HARDWARE PAGES 19, 20 and 21 - Opening List: Door frame material conflicts between Opening List in this Specification Section and Door Schedule Sheet A2.01 are clarified as such: Refer to Door Schedule A2.01 for correct door frame materials. ITEM NO.2.16 SPECIFICATION SECTION 10520 .- PLASTIC LOCKERS 2.2 MANUFACTURED UNITS. Add the following bench lockers: B. Acceptable Product: Model LENOXBENCH bench lockers, 20 inch high x 12 inch wide x 10 inch deep as manufactured by Bradley Corporation. vcww.bradleycoM.com (100% post -consumer recycled material content required for all lockers) 1. Length as indicted on drawings. Refer 13/A10.05 ITEM NO.2.17 SPECIFICATION SECTION 12492 - HORIZONTAL LOUVER BLINDS Location Clarification: Provide blinds at the following Room #s: 111, 112, I 14,115,116,117,123, 137, 138, 141, 142, 143, 144, 145,146, 148, 156, 159, 160, 162, 163, 164, 167, 172, 210-a1I windows, 212, 213, 214, 215, 216, 219, 220, 222, 223, 224, 227, 235, 236, 241, 245, 246, 247, 248, 249, 255, 256, 257, 258, 259, 266 and 270 ITEM NO.2.18 SPECIFICATION SECTION 11132 - MOTORIZED PROJECTION SCREENS Section issued in it's entirety: Provide (4) four total units - one each in Training Rooms #105, #106, and Conference Rooms #202 and #203. ITEM NO.2.19 SPECIFICATION SECTION 04210 - THIN BRICK VENEER AND ASSESSORTES Add the following veneer brick selections at 2.2 ACCEPTABLE PRODUCTS, A: 6. Color #1 as indicated on Exterior Elevation A7.01 and A7.02 (keynote 04) #200 Plantation Red 7. Color #2 as indicated on Exterior Elevation A7.01 and A7.02 (keynote 05) 9510 Cobblestone Add the following note to 2.2 ACCEPTABLE PRODUCTS, B: Face brick at window sills shall match the surrounding veneer brick field. Revise the following stone selections at 2.4 ACCESSORY STONE, A: b. Color Hazel (Striated Color Range) DRAWINGS ITEM NO.2.20 DRAWING SHEET C2.20A - PAVING AND DIMENSION CONTROL PLAN Paving General Notes, Joint Spacing: Note#4 Sawed joints 15' for 7" Pavement. Change to: Sawed Joints 15' Typ. For Pavement & Parking unless otherwise noted. ITEM NO.2.21 DRAWING SHEET C2.20B - PAVING AND DIMENSION CONTROL PLAN Paving General Notes, Joint Spacing: Note 44 Sawed Joints 15'for Pavement. Change to: Sawed Joints 15' Typ. For Pavement &Parking unless otherwise noted. n City of Fort Worth Public Health Building Addendum No. 2 ITEM NO.2.22 DRAWING SHEET C3.00 - UTILITY PLAN WATER 7 SANITARY SEWER GENERAL NOTES: Note 95 Change to: Trench width for 4" sani. sewer or 4" sleeves should be limited to 24". The 6" Fire line and 2.5" dom. Water pipe may be placed in same trench with max. trench width of 24". ITEM NO.2.23 DRAWING SHEET A2.03 - ALUMINUM WINDOWS Refer to SDA-3 for interior windows in the tad floor area of Lobby #101. Windows are elevated in Elevation 04 and 05/A8.02. ITEM NO.2.24 DRAWING SHEET A2.05 - SECOND FLOOR FINISH SCHEDULE Refer to SDA-1 indicating the VCT Flooring Pattern in Vending Room # 233 and Break Room # 235 ITEM NO.2.25 Drawiniz A3.01 and A3.02 - SOLID SURFACING WINDOW SH I S Refer to Specification Section 06410, 2.06 for material description. Provide solid surfacing at the following window sills: Provide SS Sills at the following Room #s: 111, 112, 114,115,116,117,123, 137, 138, 141, 142, 143, 144, 145,146, 148, 156, 159, 160, 162, 163, 164, 167, 172, 210-all windows, 212, 213, 214, 2I5, 216, 219, 220, 222, 223, 224, 227, 235, 236, 241, 245, 246, 247, 248, 249, 255, 256, 257, 258, 259, 266 and 270 ITEM NO.2.26 DRAWING SHEET A2.04- FINISH SCHEDULE Revise the Following: #155 Corridor- Revise Flooring to `Polished Concrete' #160 Deputy Registrar - Revise Flooring to Carpet #2 #162 Admin. Assistant - Revise Flooring to Carpet #2 #163 Registrar - Revise Flooring to Carpet #2 ITEM NO.2.27 DRAWING SHEET A2.05- FINISH SCHEDULE Revise the following: #251 Nurse Office - Revise Flooring to Carpet 43 ITEM NO.2.28 DRAWING SHEET A2.05 - Ol/A2.05 LINOLEUM FLOORING PATTERN Note the following: Linoleum is to be placed in Rooms #200, 4208, 9231, #250 and #254-A. Treads and intermediate landings at Stair #2 and Stair #3 are to be sealed concrete. ITEM NO.2.29 DRAWING SHEET A3.01- FIRST FLOOR KEY PLAN Revise Enlarged Plan reference at Stair #3 to read 0f/A9.04 instead of 01/A9.03 ITEM NO.2.30 DRAWING SHEET A3 A2- - SECOND FLOOR KEY PLAN Revise Enlarged Plan reference at Stair #3 to read 02/A9.04 instead of 021A9.03 ITEM NO.2.31 DRAWING SHEET A6.01- ROOF PLAN Roof Slope Clarification: Flat Roof Slopes are correct as indicated on this drawing, the Architectural Roof Plan. Note that the roof slopes indicated on Mechanical Drawing M2.01 are incorrect. ITEM NO.2.32 DRAWING SHEET A10.05- FIRST FLOOR MILLWORK. Refer to SDA-2 for Section through Service Desk at Waiting Area #154 and #171. City of Fort Worth Public Health Center Addendum No.2 _ ITEM NO2.33 DRAWING SHEET Al2.02— BUILDING SECTION Refer to SDA-4 indicating the noted detail 04/Al2.02 Revise roof note on Section OI/Al2.02 to read as such: PRE -FINISHED STANDING SEAM METAL ROOF OVER 2 LAYERS OF WEATHERWATCH OVER INSULATED ROOF DECK ITEM NO.234 DRAWING SHEET Al2.02— BUILDING SECTION Canopy Clarification: Structural Steel at Entry Canopy will be sloped. Provide 4" insulation and nail base. Tapered insulation is to be deleted. ITEM NO.2.35 DRAWING SHEET Al2.06— WALL SECTIONS Sheet issued in its entirety: Note that this sheet was left off of the opening day `Buzzsaw' Site document posting. ITEM NO.2.36 DRAWING SHEET A14.01— CONCRETE TILT PANEL ELEVATIONS Refer to SDA-05 for revisions to Panels Pl and P2 relating to the provision of Louvers LVR 1 and LVR-2 as indicated on Mechanical Sheet M1.01 ITEM NO. 2.37 DRAWING SHEET S2.01. FOUNDATION PLAN 011S2.01 Add 444x12'-0" @ 1'-0" O.C. T&B concrete slab reinforcing bars in the E-W direction at area bounded by Grids I, J, 5 and 6. ITEM NO, 2.38 DRAWING SHEET S2.01, FOUNDATION PLAN O1/S2,01 The southwest corner of the elevator pit shall be 1'-3" north of Grid D4 and 10" east of Grid DB. ITEM NO. 2.39 DRAWING SHEET S2.01, PLAN DETAIL 02/S2.01: Add dimensions locating the concrete steps and walls. Sketch ADDA SSK-01 replaces PIan Detail 02/S2.01 ITEM NO.2.40 DRAWING SHEET S2.01, PLAN DETAIL 02/S2.01: Revise section call -out B2/S3.02 near Grids A and 13 to 132/S3.02 SIM. ITEM NO.2.41 DRAWING SHEET S2.02, SECOND FLOOR FRAMING PLAN 01/S2.02: Revise column Type Cl to Type C5 along Grid A at Grids 12 and 13 and along Grid L at Grids 3 and 4. ITEM NO.2.42 DRAWING SHEET S2.02, SECOND FLOOR FRAMING PLAN Ol/S2.02: Revise Type Cl columns to Type C6 along Grid A at Grids 10 and 14, along Grid B at Grids 10 and 14, along Grid K at Grid 2, and along Grid L at Grids 2 and 6. ITEM NO.2.43 DRAWING SHEET S2.02 SECOND FLOOR FRAMING PLAN 01/S2 02• Column at Grids DG and D5 shall be Type Cl. ITEM NO.2.44 DRAWING SHEET S2.02 SECOND FLOOR FRAMING PLAN O1/S2 02: Revise W12x19 steel beams along Grids C1, C2, and C3 to W12x26. ITEM NO.2.45 DRAWING SHEET_S2.02. SECOND FLOOR FRAMING PLAN 01/S2.02: Delete HSS 12x8x1/4 steel beans along Grid DG between Grids D2 and D5 and HSS 1 0x8x1/4 steel beam along Grid DG between Grids D5 and D6. Install an HSS14x6xl/4 steel beam continuous from Grid D2 to D6. The revised steel beam shall be located a distance of 7-1/2" away from Grid DG. City of Fort Worth Public Health Building Addendum No. 2 ITEM NO, 2.46 DRAWING SHEET S2.02. SECOND FLOOR FRAMING PLAN_O1/S2.02: Top of Steel elevation for the entrance canopy bounded by Grids L, DG, 13 and O shall be HY-10". ITEM NO.2.47 DRAWING SHEET S2.02. SECOND FLOOR FRAMING PLAN Ol/S2.02: Add a 4'-0" dimension to locate the edge of landing from Grids 4 and 13. TTEM NO.2.48 DRAWING SHEET S2.02, SECOND FLOOR FRAMING PLAN O 1/S2.02: Revise structural framing around floor opening at Grid E between Grids 15 and 16 in according to Sketch ADD- 1 SSK 13. ITEM NO.2A9 DRAWING SHEET S2.02 SECOND FLOOR FRAMING PLAN O1/S2 02• Revise structural framing around floor openings at Grid N between Grids 17 and 9 in according to Sketch ADD- 1 SSK-14. ITEM NO.2.50 DRAWING SHEET 92.02, SECOND FLOOR FIiA.MTNG PLAN 01/S2.02: Revise structural framing around floor openings at Grid I between Grids 5 and 7 in according to Sketch ADD-1 SSK-15. ITEM NO.2.51 DRAWING SHEET S2.02, T 1NSPECTTON CANOPY FRAMING PLAN 02/S2.02: Add a section callout D2/S5.03. Sketch ADD -I SSK 16 replaces Detail D2/S5.03. ITEM NO.2.52 DRAWING SHEET S2.03. ROOF FRAMING PLAN 0I/S2.03: Steel joists called out 16KS2 between Grids 15 and 16 shalI be 16KCS2 instead. ITEM NO.2.53 DRAWING SHEET S2.03 ROOF FRAMING PLAN 0I/S2.03: Revise section call out A2/S5.03 near Grids A and 13 to B2/S5,03. ITEM NO.2.54 DRAWING SHEET S2.03, ROOF FRAMING PLAN Ol/S2.03: Add a section call out B4/S5.02 SIM to the steel joists above movable acoustical wall panel near Grid D4, between Grids DA and DB. ITEM NO.2.55 DRAWING SHEET S2.03, ROOF FRAMING PLAN 0I/S2-03: Edge of eave overhang around the lobby roof shall be 2'-8" from Grids DR, DG, DI and D6. ITEM NO, 2.56 DRAWING SHEET S2.03 ROOF FRAMING PLAN 01/S2.03: The lower steel beam along Grid DG between Grids DI and D2 shall be W14x22 (LO). =M_NO. 2.557_ DRAWING SHEET S3.02, CONCRETE DETAIL U, Detail D1/S3.02: Add a Plan Detail for the HSS steel column. Sketch ADD-1 SSK-02 replaces Detail D1/S3.02. Edge of stair tower grade beam is 4" from the column line. ITEM NO, 2.58 DRAWING SHEET S3.02, CONCRETE DETAIL --II, Detail B2/S3.02: Add a grade beam to the right of the detail. Sketch ADD-1 SSK-03 replaces Detail B2/S3.02. ITEM NO.2.59 DRAWING SHEET S3.02. CONCRETE DETAIL —II, Detail D2/S3.02: Add carton void form to the side of the sump pit. The General Contractor shall verify with the equipment manufacturer for the elevator pit dimension. Sketch ADD -I SSK 04 replaces Detail D2/S3.02. ITEM NO.2.60 DRAWING SHEET S3.02, CONCRETE DETAIL —11, Detail E3/S3A2: Add a Plan Detail for the HSS steel column. Sketch ADD-1 SSK 05 replaces Detail EYS3.02. ITEM NO.2.61 DRAWING SHEET S3.02 Concrete Detail —II Detail E4/S3.02: Revise "GROUND FLOOR DROP PANEL" title to "INTERIOR PIER CAP". City of Fort Worth Public Health Center Addendum No.2 ITEM NO.2.62 DRAWING SHEET S5.01, STEEL DETAILS — h Steel Column, Base Plate & Anchor Bolt_ Schedule: Add column type C5 and C6. Sketch ADD-1 SSK 06 replaces Schedule E1/S5.01. ITEM 2.63 DRAWING SHEET S5.02. STEEL DETAILS — II, Curtain Support Typ Detail B4/SSA2: Sketch ADD-1 SSK 07 replaces Detail B41S5.02. ITEM NO.2.64 DRAWING SHEET S5.03, STEEL DETAILS M.,,Detail At: Move face of stucco to V-0" from the column line instead of V-4". Sketch ADD-1 SSK 08 replaces Detail AI/S5.03. ITEM NO.2.65 DRAWING SHEET S5.03. STEEL DETAILS- UL Detail B 1: Move face of stucco to P-0" from the column line instead of V-4". Sketch ADD-1 SSK-09 replaces Detail B 1 /S5.03. ITEM NO.2.66 DRAWING SHEET S5.03, STEEL DETAILS_ ffi, Detail Cl: Move face of stucco to P-0" from the column line instead of V-4". Detail of the lower roof had been added. Sketch ADD-1 SSK-10 replaces Detail Cl/S5.03. ITEM N0.2.67 DRAWING SHEET 55„03;,,,STEEL DETAILS- III. Detail D1: Move face of stucco to V-0" from the column line instead of F-4". HSS steel beam is 7-1/2" from the column line instead of on the column line. Sketch ADD-1 SSK 11 replaces Detail DI/S5.03. ITEM NO.2.68 DRAWING SHEET MI.01—FIRST FLOOR MECHANICAL PLAN: HVAC GENERAL NOTES Add note #13: Refer to Detail 13/A5.03 for support of exposed spiral duct, ITEM NO.2.69 DRAWING SHEET M1.02— SECOND FLOOR MECHANICAL PLAN: At Electrical Room, AC-5, rename to: AC-4. At IT/Tel Room, AC-8, rename to: AC-3. ITEM NO.2.70 DRAWING SHEET P1.01 — FIRST FLOOR PLUMBING PLAN: NOTES BY SYMBOL, NOTE # IS. Change to: 4" low pressure gas pipe from new meter. Meter provided and installed by Atmos Energy, gas piping to building by this Contractor. Meter sized for an estimated load of 2,050 CFH. Contact William Day at (817) 215-4368. Meter to be located adjacent to property line. As part of Alternate #I, size gas meter for 340 CFH with a 2" low pressure gas line to the building. NOTES BY SYMBOL, NOTE #16. Change to.- 4" low pressure gas (2" low pressure gas for AIternate #1) pipe up to 12" minimum above grade. Install shutoff valve and union, and then pipe through wall into wall chase. Pipe gas up in wall in vented sleeve. Branch 1- 1/2" gas above ceiling, this floor, as shown. Branch 4" gas (1-1/2" gas for Alternate #1) up through floor above. Refer to Sheet P1.02 for continuation. ITEM NO.2.71 DRAWING SHEET P1.02 — SECOND FLOOR PLUMBING PLAN: NOTES BY SYMBOL, NOTE # 8. Change to: 4" gas (2" gas for Alternate #I) up in wall in vented sleeve from below. Route up to above ceiling and as shown. As part of Alternate #1, omit 4" gas piping to roof at Note by Symbol #9. City of Fort Worth Public Health Building Addendum No. 2 ITEM NO.2.72 DRAWING SHEET P3 A1— PLUMBING SCHEDULES AND DETAILS: PLUMBING FLXTURE SCHEDULE TAG WC-1: American Standard Model Number should be 3451.128 with an associated flow rate of 1.28 gallons per flush. Sloan Royal flush valve model number shall be HET #1 I 1-1.28. TAG WC-2: American Standard Model Number should be 3461.128 with an associated flow rate of 1.28 gallons per flush. Sloan Royal flush valve model number shall be HET #111-1.28. ITEM NO.2.673 DRAWING SHEET ES 1.00— SITE UTILITY AND RELOCATION: Note that the replacement of the customer service lateral from the existing transformer location to the existing billboard is included in this contract. ITEM NO.2.74 DRAWING SHEET E3.01— RISER DIAGRAM AND DETAILS: Note that the General Contractor is responsible for the primary conduit to the new transformer as required by ONCOR. Contractor is responsible for furnishing and placement of the concrete transformer pad. ITEM NO. 2.75 DRAWING SHEET E2.02 — SECOND FLOOR POWER PLAN: Panelboard "L2C" added in 2nd floor electrical room to accommodate RTU circ pumps. Refer to Sheet XE-1 ITEM NO.2.76 DRAWING SHEET E3.01— RISER DIAGRAM AND DETAILS: Electrical riser diagram modified to include new panel "L2C." Refer to Sheet XE-2 ITEM NO.2.77 DRAWING SHEET E5.01— ELECTRICAL SCHEDULES: Alternate HVAC Equipment Schedule "A" added for rooftop unit loads changes. Refer to Sheet XE-3 ITEM NO.2.78 DRAWING SHEET E6.01— PANEL BOARD SCHEDULES - I ST FLOOR: Alternate Distribution Panelboard "LDPI" schedule added to include new panel "L2C." Refer to Sheet )(E 4 Alternate Main Switchboard "MP" schedule added to include new panel "12C." Refer to Sheet XE-5 Panelboard Schedule "L2C" added. Refer to Sheet XE-6 Alternate Load Analyses for "LDP1" and "MP" added to reflect load changes Refer to Sheet XE-7 ITEM NO.2.79 DRAWING SHEET E3.02 — PANEL BOARD SCHEDULES — 2ND FLOOR: Alternate Panelboard Schedule "HVAC2" added to reflect RTU load changes. Refer to Sheet XE-8 0 City of Fort Worth Public Health Center Addendum No.2 CLARIFICATIONS AND SUBSTITUTION REQUESTS MM NO.2.80 LEEDS CERTIFICATION CLARIFICATION: Note that the project will not be a LEEDS registered project at this time. It is the desire of the City of Fort Worth to design and build a project that incorporates a number of recycled and high post consumer content materials at a level commensurate with a LEEDS Silver Rating. The Architect and Engineers are required to provide the City of Fort Worth with a comprehensive list of items specified and incorporated into the project that would qualify the project for LEEDS Silver Rating. The City of Fort Worth may elect to certify the project for LEEDS Certification as a post -construction submission. The General Contractor has no additional requirements relating to LEEDS Certification. ITEM NO.2.81 SUBSTITUTION REQUEST BY D.L. COLLINS ASSOCIATES: Accurate Partitions Corporation — Substitution Rejected. See attached Product Substitution Request Form ASI Solid Plastic Lockers - Substitution Rejected. See attached Product Substitution Request Form ITEM NO.2.82 SUBSTITUTION REQUEST BY METROBIRCK ARCHITECTURAL THIN BRICK: Proposed Substitution of MetroBrick Thin Brick product in lieu of the specified Vee Brick by Marion Ceramics is not approved. Proposed Substitution is Rejected. END OF ADDENDUM NO.2 10 City ofFort Worth Public Health Building Addendum No. 2 APRIL 4, 2008 A( DDENNDUM #21SECTION ,02835=1 EVANS & ROSEDALE GATE OPERATOR PUBLIC HEALTH CENTER DAI-0708.00 SECTION 02835 GATE OPERATOR PART 1-GENERAL 1.1 SUMMARY A. This Section includes the following: I. Gate operator, card reader and sensors as specified and indicated on the drawings. 2. Provide all accessories as required to complete the work shown on the Drawings and specified herein. 1.2 SUBMITTALS A. Product Data: 1. Submit manufacturer's specifications and installation instructions for all products used. 2. Manufacturer's recommended installation procedures will become the basis for accepting or rejecting actual installation procedures used in the Work. B. Shop Drawings: Show configuration and location of operator, reader and sensors interface with fence. Show installation and interface for work of this section with work of Fiberglass Fencing specification. 1.3 QUALITY ASSURANCE A. Comply with goveming codes and regulations. S. Provide products of acceptable manufacturers that have been in satisfactory use in similar service for three years. Use experienced installers familiar with the installation of the specified products. Deliver, handle and store materials in accordance with manufacturer's instructions. C. Electrical Components, Devices, and Accessories: Listed and labeled as defined in NFPA 70, Article 100, by a testing agency acceptable to authorities having jurisdiction, and marked for intended use. D. UL Standard: Provide gate operators that comply with UL 325. E. Emergency Access Requirements: Comply with requirements of authorities having jurisdiction for automatic gate operators serving as a required means of access. PART 2 a PRODUCTS 2.1 MANUFACTURERS APR]L 4, 2008(ADDENNDUM #2) SECTION 02835 - 2 EVANS & ROSEDALE GATE OPERATOR PUBLIC HEALTH CENTER DAI-0708.00 A. Available Manufacturers: Provide materials manufactured by LiftMaster Model SL930 Heavy Duty Commercial Slide Gate Operator (basis of design) or approved equals manufactured by the following: 1. LiftMaster 2. Elite Access Systems, Inc. 3, Stanley Automatic Gate Operators 4. Door King, Inc. 2.2 MATERIALS A. General: Provide factory -assembled automatic operating system designed for gate size, type, weight, and operation frequency. Provide operation control system with characteristics suitable for Project conditions, with remote -control stations, safety devices, and weatherproof enclosures; coordinate electrical requirements with building electrical system. 1, Provide operator designed so motor may be removed without disturbing limit -switch adjustment and without affecting auxiliary emergency operator. 2. Provide operator with UL approval. 3. Provide electronic components with built-in troubleshooting diagnostic feature. 4. Provide unit designed and wired for both right-handlleft-hand opening, permitting universal installation. B. Comply with NFPA 70. C. Motor Characteristics: Sufficient to start, accelerate, and operate connected loads at designated speeds, within installed environment, with indicated operating sequence, and without exceeding nameplate rating or considering service factor. Comply with NEMA MG-1 and the following: 1. Voltage: Dedicated 115-volt AC (+/-1 OV) 2. Horsepower: 2 HP. 3. Enclosure: 16-gauge steel cover, totally enclosed. 4. Duty: Continuous duty at ambient temperature of 105 deg F (40 deg C) and at altitude of 3300 feet (1005 m) above sea level. 5. Service Factor: 1.15 for open drip -proof motors; 1.0 for totally enclosed motors. 6. Phase: One. D. Gate Operators: Concrete base/pad mounted and as follows: 1. Mechanical Slide Gate Operators: a. Duty: Heavy duty, commercial/industrial. b. Gate Speed: Minimum 101nlsec. C. Maximum Gate Weight: 1500 [bs. d. Frequency of Use: 60 cycles per hour. e. Operating Type: Roller chain, with manual release. f. Drive Type: Enclosed worm gear and chain -and -sprocket reducers, roller -chain drive. g. Drive Type: V-belt and chain -and -sprocket reducers, roller -chain drive. E. Remote Controls: Electric controls separated from gate and motor and drive mechanism, with NEMA ICS 6, Type 1 enclosure for concrete embedded (2'-0" minimum embed in a 12" diameter X 30" deep concrete footing) heavy duty powder coated gooseneck steel mounting APRIL 4 2008 ADDENNDUM 42 SECTION 02835 - 3 EVANS & ROSEDALE GATE OPERATOR PUBLIC HEALTH CENTER DAI-0708.00 post, and with space for additional optional equipment at each entry and exit location indicated on the drawings. Coordinate card reader device mounting height of controls with Owner and Architect. Provide the following remote -control device(s): Pedestal -mounted Card Access System complete with 75 cards, programming and printer. Card Access System shall be fully compatible and integrated with Gate Operator System. Acceptable Product Model #1510 by Door King or equal. F. Limit Switches: Adjustable switches, interlocked with motor controls and set to automatically stop gate at fully retracted and fully extended positions. G. Emergency Release Mechanism: Quick -disconnect release of operator drive system of the following type of mechanism, permitting manual operation if operator fails. Design system so control circuit power is disconnected during manual operation. 1. Type: Integral fail-safe release, allowing gate to be pushed open without mechanical devices, keys, cranks, or special knowledge. 2. Type: Mechanical device, key, or crank -activated release. H. Operating Features: Provide all programs, programming and other accessories required to provide fully operational slide gates and entry system. Provide buried and ground rated conduits to allow for configuration of system as indicated on the drawings. PART 3 - EXECUTION 3.1 EXAMINATION A. Examine areas and conditions, with Installer present, for compliance with requirements for a verified survey of property lines and legal boundaries, site clearing, earthwork, pavement work, and other conditions affecting performance. 1. Do not begin installation before final grading is completed, unless otherwise permitted by Architect. 2. Proceed with installation only after unsatisfactory conditions have been corrected. 3.2 INSTALLATION, GENERAL A. Install materials in accordance with manufacturer's instructions and approved submittals. install materials in proper relation with adjacent construction and with uniform appearance. Coordinate work of other sections with this work B. Restore or replace damaged components. Clean and protect work from damage. 3.3 GATE OPERATOR INSTALLATION A. General: Install gate operators according to manufacturer's written instructions, aligned and true to fence line and grade. APRIL 4 20013 ADDENNDUM #2 SECTION 02835 - 4 EVANS & ROSEDALE GATE OPERATOR PUBLIC HEALTH CENTER DAI-0708.00 B. Excavation for Support Posts and Concrete Bases/Pads. Hand -excavate holes for bases/pads, in firm, undisturbed soil to dimensions and depths and at locations as required by gate -operator component manufacturer's written instructions and as indicated. C. Concrete Bases/Pads: Cast -in -place, 6 to 12 inches (150 to 300 mm) below frost line or as detail on Drawings, dimensioned and reinforced according to gate -operator component manufacturer's written instructions and as indicated on Drawings. D. Comply with NFPA 70 and manufacturer's written instructions for grounding of electric -powered motors, controls,and other devices. 3.4 ADJUSTING A. Gate: Adjust gate to operate smoothly, easily, and quietly, free of binding, warp, excessive deflection, distortion, nonalignment, misplacement, disruption, or malfunction, throughout entire operational range. Confirm that latches and locks engage accurately and securely without forcing or binding. B. Automatic Gate Operator; Energize circuits to electrical equipment and devices. Adjust operators, controls, safety devices, and limit switches. 1. Operational Test: After electrical circuitry has been energized, start units to confirm proper motor rotation and unit operation. 2. Test and adjust controls and safeties. Replace damaged and malfunctioning controls and equipment. C. Lubricate hardware, gate operator, and other moving parts. END OF SECTION 02835 APRIL 4 2008 — ADDENDUM 2 SECTION 11132 -1 EVANS & ROSEDALE MOTORIZED PROJECTION SCREENS PUBLIC HEALTH CENTER DAI-C-0708.00 SECTION 11132 MOTORIZED PROJECTION SCREENS PART 1-GENERAL 1.1 SUMMARY A. Section includes: Roll -up, electrically operated projection screens. B. Related sections:, 1. Section 05500 - Metal Fabrications: Support components for suspending projection screens. 2. Section 06100 - Rough Carpentry: Wood blocking for installation of projection screens. 3. Section 09260 - Gypsum Board Assemblies: Suspended gypsum board ceilings to contain recessed projection screens. 4. Section 09510 - Acoustical Ceilings: Suspended acoustical panel ceilings to adjoin recessed projection screens. 5. Division 16: Electrical supply, conduit, and wiring for motorized projection screens. 1.2 SUBMITTALS A. Submit in accordance with Section 01300. 1. List of proposed products and product data. 2. Shop drawings showing dimensions, method of attachment, structural support, bracing, and electrical wiring. 3. Samples of finishes for selection by Architect. 4. Manufacturer's installation and maintenance instructions. 1.3 QUALITY ASSURANCE A. Source limitation: Obtain projection screens from single manufacturer as a complete unit including necessary mounting hardware, motor, controls, limit switches, and accessories. B, Motorized projection screens shall be certified for use in the United States and Canada by Underwriters Laboratory (UL), Inc. and shall bear UL label. 1.4 DELIVERY, STORAGE, AND HANDLING A. Do not deliver projection screens until building is enclosed, other construction within spaces where screens will be installed is substantially complete, and installation of screens is ready to begin. B. Deliver products in manufacturer's original, unopened, undamaged containers with labels intact. PANTS 2 - PRODUCTS 2.1 MANUFACTURER A. Drawings and specifications are based on manufacturer's literature from Draper Inc. unless otherwise indicated. Other manufacturers to comply with the minimum levels of material and detailing indicated on the drawings and in the specifications and in conformance with provisions of Section 01600 — Product Requirements. www.draperinc.com APRIL 4. 2008 — ADDENDUM 2 SECTION 11132 - 2 EVANS & ROSEDALE MOTORIZED PROJECTION SCREENS 'PUBLIC HEALTH CENTER DAI-C-0708.00 A. Manufacturers of equivalent products submitted and approved in accordance with Section 01600 - Product Requirements. 2.2 MOTORIZED PROJECTION SCREENS A. Acceptable Product: Access/Series V as manufactured by Draper inc. 1. Substitutions permitted under provisions of Section 01600. B. Motorized screen with tab -guide cable tensioning and recessed housing installed initially and screen installed later. C. Method of installation: Recessed ceiling mounted with 318 inch diameter threaded steel suspension rods. D. Screen case: 1. Extruded aluminum housing with white paint finish and stamped steel end caps suitable for installation in return air plenums. Bottom closure panel forms slot for passage of viewing surface and is removable for access to operating mechanism and viewing surface. 2. Housing to be symmetrical allowing for left and right hand motor locations and for viewing surface -to unroll off front or back of roller. 3. Housing designed with internal junction box and plug-in wiring connections to allow housing to be installed and connected to building power supply separately from motor and viewing surface. E. Roller: Factory installed 3 inches diameter steel or aluminum tube mounted on zinc plated brackets with double row radial ball bearings. Roller mounted on vibration insulators. F. Viewing surface securely attached to roller at top and at bottom to weighted dowel. Provide each side of viewing surface with black masking borders and tab -guide cable tensioning system to maintain even lateral tension and to hold surface flat. Top of screen masked by 12" black drop. G. Viewing surface securely attached to roller at top and at bottom to dowel which disappears inside case when retracted. 2.3 VIEWING SURFACE A. Material: Stretchable, matt white, washable, vinyl surface without backing, M1300 Surface as manufactured by Draper, Inc. B. Size of viewing surface: 6 feet x 8 feet. C. Joints: Viewing surface shall contain no seams. D. Edge treatment: Variable width black masking borders included as part of tab -guide cable tension system. 2.4 MOTOR A. Type: 110-120 VAC, 60 HZ, instantly reversible, lifetime lubricated, and equipped with internal thermal overload protector, electric brake, and pre-set accessible limit switches. B. Mount inside screen roller on rubber vibration insulators. 2.5 CONTROLS A. Provide 1 control station to lower, raise, stop, and reverse projection screen at any point. APRIL 4 2008 — ADDENDUM 2 SECTION 11132 - 3 EVANS & ROSEDALE MOTORIZED PROJECTION SCREENS PUBLIC HEALTH CENTER DAI-C-0708.00 B. Single station control: 3 position rocker switch with cover plate, accepting 110 V current, and operating by sustained contact. PART 3 - EXECUTION 3.1 PREPARATION A. Coordinate layout and installation of projection screens with ceiling construction and related components penetrating or above ceilings such as lighting fixtures, mechanical equipment, ductwork, and fire -suppression system. B. Coordinate requirements for blocking, structural supports, and bracing to ensure adequate means for installation of screens. C. Coordinate requirements for power supply conduit, and wiring required for projection screen motors and controls. D. Coordinate installation of recessed mounted screens with construction of ceilings. Where acoustical ceiling panels are to be adhered to screen case closure, provide and coordinate required tolerances and weight restrictions. E. Prior to installation, verify type and location of power supply. 3.2 INSTALLATION A. Install projection screens and controls at locations and heights indicated on Drawings. B. Comply with screen manufacturer's written instructions and shop drawings. C. Install screen housing and make electrical connections in conjunction with installation of suspended ceiling system. After interior construction is essentially complete, install viewing surface and drive assembly in housing. D. Install screens securely to supporting substrate so that screens are level and back of case is plumb. E. Provide required brackets, hanger rods, and fasteners. 3.3 TESTING AND DEMONSTRATION A. Test motorized projection screens to verify that screen, controls, limit switches, closure, and other operating components are functional. Ensure that screen is level and viewing surface plumb when extended. Correct deficiencies. B. Demonstrate operation of screen to Owner's designated representatives. 3.4 PROTECTING A. Protect projection screens after installation from damage from construction operations. If damage occurs, remove and replace damaged components or entire unit as required to provide units in their original, undamaged condition. N 1 I I I � I I I a u :gr A, A _ e CMOFFORTWORTH D a c PUBLIC HEALTH' ms �' CENTER p _ �a9n qx W 818M Dorm AVEMe FaBTWOXM- nXM76U9 _ '"syti- -_ •e I DENNEHY ARCHITECTS 3664-A RLIIESONNRT CIRCLE PORT WORTH, TEXAS 76109 PH. 817.922.9933 FAX. 817.922-9991 ADD'L 6-=4Xt5'-0" @ 12" o.c. BOT INSTALL STEP CONC J AROUND HSS STL COL y —._-.---.----.----------------Y--��— 1 I' Ov •` 6 gr LAN DETAIL.CALE: 3/8" = 9 '-0" - 021S2.01 ADD-2 SSK-01 VEHIP7 SCALE PROJECT; N0: I PY PUBLIC HEALTH CENTER 0Ti05 SAPM & Associates Inc. IT Is one ixh m ATE: %Ti�� . �..n. mgmf SHEET TITLE: 04/03/08 _ IW 9p9t,000 SHEET: SEO. OESMN: BRAIN: CHECK[0: sc� ADDENpIJM 2 - STRUCTURALsSx-oi JP x art DENNEHY 3464-A BLUEBONNET CIRCLE PORT WORTH, TEXAS 76109 PH. 817-922-9933 PAX. 817-922-9997 HSS COL VBEYOND SEE PLAN WELD & GROUND SMOOTH " SEE ARCH FOR OTHER H is REQUIREMENTS EMBED PL 4r4 (2-6/2-6 ) SEE COL SCHEDULE @ 12" O.C. + 2 —,,15 CONT s AV d. 7� r—CONC PANEL p;Ar�p�t� u n n p p , , , It., ..,....-.............. `t uF 1 I I 1 I I lA i 3 RE IMF; y, 6µ#10T$B I ' 44 ST @ 10" ' 2—,ttS I N T E.F. TYP GR BM T&B REINF --- PILASTER BEYOND ; CONT THRU F; SEE PLAN l EMBED PL f� ' S E COL SCHEDULE WFIC� o- 2'-0" SEE Al/S3.02 PLAN DETAIL C1/53.02 D1DETAIL , FOR ADD'L INFO FLR SLAB REINF STL SEE PLAN T.0.C.. SCALE:%4'= 1'-0' DI/S3.02 - ADD-2 SSK-02 VERIFY SCALE rau.ltu: Is nu: o I PUBLIC HEALTH CENTER oTtos m APiV18, Associates, Inc. 8or h 6nB trcs 6n ATE: �MU-5— on III:u'�9'II SHEET TITLE: 04/¢3/06 Trot ace ilxh 9rt this sheet,odjml ua., ADDENDUM 2 — STRUCTURAL SHEET S111 DEStN DRAHtt: NECKED: SSK-02 JP JP APAI DENNEHY —CONC PANEL. FOR EXACT LOCATION BEYOND OF FLR RECESSES CAT]ON SEE ARCH SES #4 (2-0/0 -a)-N ca 12" O.C. + 2-xx5 CONT T.0,C- 2-#S CANT r SEE PLAN - 0 a 4 2-#5 CONT REINF: 3--#7 T66 v4 ST C 10'lw EXTEND T&B REINF tt4 (2-6/2-6I TO THE CANT. SPAN @ 12" O.C. TYP GR BM - 4 SEE A1/53.02 ee°5 e t (SEE A2/53.02 La SIM] B2 DETAIL SCALE:3/4' - V-0' €, 1'-6" L B2/S3o02 ADD-2 SSK-03 SCALE:; VERIFY SCALE rnu�tGa avo nv: ° PUBLIC HEALTH CENTER 07105 APM & 4ssaciates Inc. Bm' R aIe kldl w ATE: , .naw • a�...m. 4rmNf SHEET TtiLE: 04/03/08 om ttis SNst,°61usf scde. ADDENDUM 2 - STRUCTURAL SHEETe SE°. DESIGN: DRAW: [xExE°: SSK-°a JP � APM 1 DENNEHY ARCHITECTS 3444•A BLUISBONNET CIRCLE PORT WORTH, TEXAS 74109 PH. 817-922-9933 PAR. 817-922-9997 I ea$068em0�mwMpQewm®meaF%ae J0 0 P-PANG p m wrlomavmmemmwpee®momam�nmq i,�3•902.4�6 mY m J4xE.C:ryq - F ^U ,SEE PLAU E D.Q.C. --- 'SEE PLAN I ------------ ,t-------- i9 GC TO VERIFY ELEVATOR PIT DIMENSION W/ MANUFACTURER xx 1 WATERSTOP SEE C2/S3.02 FOR ADO'L 1NF0 I 1�94 @ 12" O.C. p4 Ca 12" O.C. I I EA FACE ;EA FACE I u4 F 12" D.C. 0—B � � EA FACE 2 -0 0-8 X I � 1 I ' N , f > PILASTER BEYOND 3—xt4 tiQRIZ I I EA FACE Fs I Tj- 94x 2 ORILLED PEER @12O.C. D DETAIL BEYOND E w T8$ SCALE:%q' = I =0' D2/S3o02 ADD-2 SSK-04 VERIFY SCALE PROJECT: JOB NO; PUBLIC HEALTH CENTER °7�5 MIgjm atea. Inc. IVi5 ow 1 P1 DATE; oridndV,trirq.li SHEET TITLE: 04/03/08 n9 one n� an ifds!t"I'adw scde. ADDENDUM 2 — STRUCTURAL THEM I SEO, DESIGN; DRaBN: CRECAED; SSN-OA Jp JP ApM DENNEHY ARCHITECTS 3464-A BLUEBONNET CIRCLE FORT WORTH, TEXAS 76109 PH. 017-922.9933 FAX. 817.922.9997 V. I; COL BEYOND->- -- .I . . SEE PLAN o---i•�-•�- --i ----� WINDOW WALL ;III SEE ARCH i i i ! EMBED PL ; ----- SEE COL SCHEDULE EMBED PL ;III I BEYOND PLAN DETAIL ,1:: � I; # ( -6/ -6 � SEE PLAN DETAIL @ 12" O.C. T. 0. C. + 2 #5 CONT SEE PLAN.._.. H.-.-._._-.,........................ ..-....... I f SEE A2/53.O2 FOR ADD'L INFO F-211 E3 DETAIL SCALE. -/A" _ E--0" E3/S3o01 ADD-2 SSK--05 VERIFY SCALE FROJEClt JOB N0: PUBLIC HEALTH C E N T L R 071QS� APM 8 Associates ific. Bez is one Nd1 an, ATE: • ^"'O•a'""m L'2", ddrornq.i! SHEET i[TLEi 04/07/08 p1ci�d,ttl owi'dmi SHEEP: SEO. DESIGN. ORAwwCHECi<E0:m ADDENDUM 2 - STRUCTURAL 5vc-05 .m JP AN r DENNEHY ARCHITECTS 3464-A 11LUEBM4NET CIRCLE PORT 'WORTH, TEXAS 16409 PH. 817.922-9933 PAX. 811.922-9997 COLUMN, BASE PLATE & ANCHOR BOLT SCHEDULE COL COLUMN SIZE BASE PLATE DIMENSIONS (INCHES) ANCHOR BOLTS (ASTM F1554)x:-�iE MARK A B t C 0 E DETAIL NO/TYPE DIA EMBED LENGTH Cl HSS8x8xl/4 14 14 1 5-1/2 5-1/2 5-1/2 E,2/S5.01 4/AB-1 1 1' 6" C2 HSS4x4xl/4 10 10 3,4 3-1/2 0 0 E2/S5.01 2/A-325 34 N/A C3 HSS20x8x3/8 26 14 1-1/2 11-1/2 5-1/2 5-1/2 E2/S5.01 4/AB-1 1-1/2 21-8" C4 HSS5.563xO.258 9 17 3" 3 7 7 E2/S5.01 4/AB-1 3,4 1'-2" C5 HSS8x8x1/4 11 3-1/2 2 6EMBED PL 6/HSA 3, 6" C6 HSS8x8x1/4 11 t23,4 2"&5"st 2 6 EMBED PL 6/HSA 3,4 6" NOTES: ONLY AS REQUIRED 34" DIA = 36 KSI 1" DIA AND LARGER = 105 KSI f* SEE SECTION i STL COLUMN, BASE PLATE & ANCHOR BOLT SCHEDULE NOT TO SCALE El/S5o0I ADD-2 SSK-06 VERIFY SCALE 0 I Ba f5 W h4 G7• rmwt— PUBLIC HEALTH CENTER vo nm a71as APM 8� Associates Inc. ^'�'m""' ATE: 0rlgnddane Inds anrarmq,if Oak 04/a3/0S SHEET TITLE: SHEEts SSR-06 EEO. DESIGN: IORAHN: JP JP CHECNEO: AP1,t 1A16 sheet, od[Wt code ADDENDUM 2 — STRUCTURAL DENNEHY ARCHITECTS 3464-A ALVEDOrMET CIRCLE FORT WORTH, TEXAS 76109 PH. 817-922-9933 FAX. B17.922-9997 SPAN SEE PLAN ---------------------------------------------------------- REF TYP JOIST REINF DETAIL STL SUPPORT SEE SCDULE tv L3x3x1/4 FRAMES 1--STL JOIST C 4' -0" O.C. (SKEWED C SIM) SEE PLAN CEILING LINE WT8x20 SEE ARCH CONT VERIFY W/ MFGR STL SUPPORT SCHEDULE MAX SPAN SUPPORT SIZE 5'-0" C6x8.2 1 0' --0" C7x9. 8 15'-0" C8x11.5 B4CURTAIN SUPPORT TYP DETAIL Y4"- 1'-0" B4/S5.02 ADD-2 SSK-07 VERIFY SCALE rKUJLLI' JOB NO. 0 I PUBLIC HEALTH CENTER 07105 APM&Associates Inc. BV is we inch 6n Vogl drmi�g.lF w1 ors inch on DAM 04103i08 . "9"• •�' SHEET TITLE: dh5guf.adysd uft ADDENDUM 2 - STRUCTURAL SHEET: ISED. DESIGN: DRAwx: {xECLEp: SSK-DT J, JP APiA DENNEHY OF Y; L9J e I y is fl rBr�1 •/ B ®b°a®raesraerearrc paerpaipai if iw 'I• T J60 P. PANG v � • ARGHITECTS oae0ospepaaapawpa0dem9earays.� A. 902.4:6 m ws 3464-A BLUEBONNET CIRCLE FORT WORTH, TEXAS 76109PH. $17-022-093S FAX. 817-922.9997��}�' SEE PLAN jj..os i L4x4xl /4 i EPIC MTL RF DECK L x x1/ r - - - - - - - - tih T.O.S. 5EE PLAN i C6x8.2 @ EA END OF OPENG Ln & @ 4 , _0„ 0. C. ----------- ---- INFILLED W/ i -- MTL STUDS 1 112 B.o.s. SEE ARCH !,,u-- i STL BM C6x8.2-i SEE PLAN WINDOW WALL iii i C4x5. 4 @ EA VERT CG SEE ARCH L L3x3x1/4 €FYL� 4,-0" O.C. STL JOIST + C6x8.2 i i INFILLED W/ SEE PLAN i MTL STUDS .--•---- - i 3-12 T O.S i -* SEE PLAN i i STL BM SEE PLAN i 1 STL JOISTi i (SKEWED) SEE PLAN D E T A I L NOT TO SCALE A1/S5o03 ADD-2 SSK-08 VERIFY SCALE ° I PROJECT: PUBLIC HEALTH CENTER 30B NO: o7los APM & Associates Inc. 1 ^"'a ATE: 04/03/08 Bor i5 on od OA ai¢nat6rorlig.li . orte irrh m • SHEET TITiE: WsewI,06iasi utle. ADDENDUM 2 - STRUCTURAL SHEET: SSK•D8 SEO. DESHJL DRAWN: CHECKED: R dP ARAM DENNEHY ARCHITECTS 9A6A-A BLUEBONNET CIRCLE FORT WORTH, TEXAS 76109 PET. 917-922-9989 PAX. 517-922-9997 SEE PLAN SEE PLAN v 9 -o„ I 2 I i EPIC MTL RF DECK L4x4xl/4 - - - - - - i------------------------------------.-. �T. 0. S. i------------------------ - - VARIES i L3x3xl/4 C - rn EA VERT C6 i t--- -- C6x8.2 @ -- -- L4 41-0„ O.C. B.O.S. @ I NF I LLED W/ SEE ARCH --- I MIL STUDS {' ` - i i STL B C6x8.2 SEE P ii i C4x5.4 @ EA VERT C WINDOW WALL I i;i SEE ARCM SEE PLAN Bl DETAIL %" - ],-o,, VERIFY SCALE PROJECT; GIs 1 PUBLIC HEALTH CENTER ; a'l4nd&m:41f mf one it h on SHEET TITLE: scdef'�1 ADDENDUM 2 - STRUCTURAL L3I/55003 ADD-2 SSK--09 07105 APM &Amcfaiss, ino. 04/03/O8 im., EEO, OESIGM DRAWN: tREtKEO: gK-09 JP ,�P AP!! DENNEHY ARCHITECTS 3464-A DLUBBONNET CIRCL13 FORT WORTH, TEXAS 76109 PEE. 817.922.9933 FAX, 917-922-9997 0 SEE PLAN j, SEE PLAN y �18. Q 14-1 ' 1 i i� ff L4x4x1 /4 i ' MTL RE DECK i i I T. O.S. i---------------------------------------------------------------- VARIES i L4x4x1 /4 MTL STUDS i C 5.-0„ O.C. SEE ARCH 1 f STL BM STUCCO -- `� SEE PI. AN SEE ARCH 1,2e' ! L 3 x3 x 1 /4 L3x3x1 /4Al ! + CGx8.2 - - - - - - 3-12 T. O. S. OIL STL JOIST SEE PLAN SEE PLAN STL BM STL JOIST SEE PLAN (SKEWED) SEE PLAN C1 DETAIL I._o:: Cl/S5o03 ADD�2 SSK-10 VERIFY SCALE VBUJ L:: Od 119; ° I PUBLIC HEALTH CENTER 07105 AN"8�! ocia#es,Inc. flat is ana iAd, an AT£: f'�"�"°'ti""o'�°`"� arlglnalaYpea:q,H rot 1 ifd: 1 SHEET TITLE; 04/03/DS INS Nreaf.affmi Scde_ ADDENDUM 2 — STRUCTURAL. SHEET: SEG. DESIGN: I ORA11N: CHECKED: Ssx-w dp IF, APH DENNEHY ARCHITECTS 3464-A BLOEEONNET CIRCLE FORT WORTH. 'TEXAS 76109 PH. a17-922-9933 FAX. a17-922-9997 0 1 WINDOW WALL i SEE ARCH i , CGx8.2 CEx8.2 @ a J; i ; 4'-0 O.C. — INF I ILED W/ MTL STUDS 'I ' _ 1 1 MTL RF DECK i �_- — L3x3xl/4 I ' T O S _. I ------------------ --------------- I I I SEE PLAN i ! i i I I l I 1 : 1 1 1 1 I F STL RAFTER i F I I [ SKEWED ! i SEE PLAN STL BM (SKEWED) SEE PLAN I HSS STL'BM i I SEE PLAN i ! 1 Dl DETAIL 3/4" = 1,_0II 1`—p„ -- 3/8" STIFF P L L7x4x3/8x7" T &B HSS STL COL SEE PLAN DI/S5o03 ADD-2 SSK--II VERIFY SCALE ----� PUBLIC HEALTH CENTER 07i05 IM APM &Asaaciates Inc. TNK YS ane inch q3 ATE: Faw'.r+a • n-.•a • ofl&ddrov!411 ml one euh an SKEET TITLE: 04/03/09 Ilds 5leet.ndpls] sate. ADDENDUM 2 STRUCTURAL SHEET: SEO. DESIGN: DRAwtr: Raw, SSR-f A-0 V. DENNEHY ARCHITECTS 3464-A BLUEBONNET CIRCLE FORT WORTH, TEXAS 76109 PH. 817.922-9933 FAX. 817-922-9997 SEE ARCH !, SEE PLAN 7� " THREAD ROD 3STL1 PL W1 #2-1/2 CLEVIS BOTH ENDS 3•4'x7" STL PL T O.S SEE PLAN "fit--- ------- - ----- L2x2xl /4------------ STL BM ; SEE PLAN STL BM SEE PLAN ALL AESS CONNECTIONS TO BE GROUND SMOOTH 1 D2DETAIL k ' i ; HSS STL COL i SEE PLA i i i i i i T.O.S. --- ---- -- -- t�EE PLAN i --- i ' MTL RF DECK i € CANT STL BM BOTH SIDES OF HSS STL COL € SEE PLAN i i - '4" -' -°' D2/S5o03 ADD-2 SSK-12 VERIFY SCALE PROJECT: JOB NO: ° I PUBLIC HEALTH CENTER D7ID5 ,D,p & Associates, Inc ATE: 04/D3/08 Bar is one inch an pfigKgdrgniig.lf nai Qne 91ft1 M SHEET TITLE: SHEET: SEO. SSK^12 DESIGN: ORA17N: SI JP CHECKED: RPM ifis sheai.oipat sctle. ADDENDUM 2 - STRUCTURAL DENNEHY ARCHITECTS 3464-A BL)Jk001VNET CIRCLE FORT WORTH, TEXAS 76109 PH- 917-922-9933 FAX. B17-922-9997 VERIFY SCALE 0 I Bar 15 one Intl) On, 4rlqulddra.ir , no Mt One irlds Ws shed ,aalust sme, I ICl i I I f i i I I I ' W2476 :W24X76 � Cll/ i i i i j 0K!1 20K!5 i i I` ` 1 v i i i 1 i t i i 20l 5 I Q X Q lW12A9 1 I I X i Lni.5 3 W24 79 i! i 1 iW24i 76 j 1 i i Cl I I I t I j 1 I Cl! 2dK5 1 PARTIAL SECOND LEVEL FRAMING PLAN SCALE:%= I'-o' OI/S2.02 ADD-2 SSK-13 ECT: JOB NO. PUBLIC HEALTH CENTER 07105 /P&Associates, Inc. ATE. AIL �.".p-l..� T TITLEs 04/03/08 ADDENDUM 2 - STRUCTURAL SKET: ISEQ. OESIM DRAWN! CHECKED. SSK-33 JP JP APU 11 DENNEHY ARCHITECTS 3464-A BLUEBONNET CIRCLE FORT WORTH, TEXAS 76109 PH. 817.922-9933 PAX. 817-922.9997 0 a�sooemeooeereaeeanmee�oac JOO P PANG pe�m�seoeaepp{e�ert�epa�bmso®eboone /J,024:6 a/jlI �r i W24ix62 i i i /CI i ; i i i W2*<68 cl! �% I% I i I I I I% I j i i l� ! I I ! I/• I I I i O /•� /!/ I I I I I /•/I !fi I r !] � ! I I I /I I I I i r.'/ ! /( I I I I .f•/ I Ii` I I I I I J I I r E /•/ E I IQ i � I I / I ! I I I — —� — —I — —r — —E — F — • j { — d —�— I I —I I � I I y-/ I I I I I l i I f s I /• I I I E I ! I + 28 8 0i I I /•/ I E I [ I ! � f 3 1/ I ! ! ! I I I 2,1 —� /' i /i/ i i 23i' -5 C�srr I I I I 9 EOi SPA i i i i 9 LO SPA i i i � � I I ! I i I I •�' i t I I I I I I I I � /• I E I I I ! I I/ I I I I I I I i '6I i i I I W24x62 j i./ ! CI i + W24x55 i j1 OK Ij i /1 j i /• i ?�/� �1 i is --dr.---�------ '��-�••-- '-- - �--- ---�----'----T---�--- :�._.�.--- �- '•. k •-. r -i ��r .I i� .t. I• i I i i E I I•\ i/ i i li J i 2bK4 1 I I I ! i /cli 4 j i PARTIAL SECOND LEVEL FRAMING PLAN SCALEa/:' = I' o O!/S2.02 ADD-2 SSK-M VERIFY SCALE PROJECT: JOB NO: PUBLIC HEALTH CENTER 07105 A am., t�.lnc. ATE: 04/03/011 9M IS M10 id 4n "wTd4cftli "'��• 1e`""o-a'B"a-' SHEET 711LE: ml " kh m iksgal. odrusl sc@a ADDENDUM 2 - STRUCTURAL SI�ET: 5E0. DESIGN: DRAWN: ORCK{D; sss-14 JP JP ARI7 DENNEHY ARCHITECTS 00 9.029fi I444-A BLUEBONNET CIRCLE PORT WORTH, TEXAS 76109 PH. 817.422-49A3 P X- 8 7- 22-9997 I � � U) to I' SS 3x5 1/ 0 iul) Y i\ x x x —— f 'M i i i I Cl I I W24x62i I I i I I` �CD -- t(n En cn cra rn i i 121`-31,8! i i i li' i �' i i i z z z =cn _ -i i HS 18 6x 4 I �Cl fr — ------ - --- I I. n�_a____ i i i i i 3 ,ii i I I I 12818 i " (ii A- il:'�--L,i3x3�:1/4!j I B4/55.0�3 i 1" CLR' La i i FiANEL gPgNING 1L I 1 I I I I 28K& x l i i I i� 11 �26K6 c\j i i i i 4 i i i i !dn i 1 2+ ! �• 71, rd ! ! I I f f I 8 —8 3 Q 5PA i i i I I i i i•/" to n i i Vn 2 4i68 i t i f` ,! :5K3 III 110'!-6 1 I i i i 4J�24x62/"I ! 2 I A: . i- d Eta! SPK1 i IdD i. 4 E PIA ;-0: - I 1•� I ! �I I �I I �I �I � oD i i / I �i Ni 0 Lrl Ar i 4 If I �lb �— — — — ICI - .I r` PARYIALI SEbOND L VE J IF WING 'PLAN SCALE:%g' = 1'-0' 01/S2.02 ADD-2 5SK-15 VERIFY SCALE PROJECT: J08 No: '� PUBLIC HEALTH CENTER °"°5 APM 8: Associates Inc. a "^ 8a is 0 2 lnR4 px o ""'k 1p.lf T. i::dn an ATE: 04/05/06 ^'a " SHEET TITLE: Bids stal.ad:al ADDENDUM 2 - STRUCTURAL SNEEI: SEO. OESIM ORO* CHECKED: SSK•15 JP JP nPu PRODUCT SUESTITUTION ' REQUEST FORM (During the Bidding Phase - Musa be subrnitted a :~:in•:rnum of 5 days before the bid date) 4— , Project: � ` iG eSubstitutlon Request No: Frcds: -0,L•�eALi-rniS Date: All- Project No: 3 4 �m C :_n% V 6 • `"` eY Reference: b1. t5 V 171'12�r" 41 rfr1 w 4k Contr= ct For: Section: _ [ r ?age: Micle 1 Paragra h: rr! ,i t ' � try_ ,i... 'ram iIp Proposed Subs rtutic:f: _ _.. _-_-- '' ^Sri�l"-f i' liJ if7 (�t. i ft'at t r, A-_ 4",L: •!-Ito Manufacturer. �� _L Fress: elephone: 'L - ��.^ � -t1� Proposed tfhodel No.: "' P Attached data includes product descnpirCn, specifications, drawings, pbctographs, and perrorn iance and test date adequate For evaluation of the request; applicable portions of the data are clearly identified. Attached date aisO in eludes a description; of changes to the Contract Documents that the proposed sulustitutior- will require far its instaliaiion. T he undersigned certifies: Proposed substitution has been fully investigated and determined to be equal or super"or it all respects to specified product. + Same warranty will be furnished for proposed. substitution as fcr specified product. Same maintenance service and source of replacement pars, as applicable, is evaitabie. Proposed substlt:!tion will have no adverse e ect on other trades and wil! not affec' or delay progress schedule. Proposed substitution does not affect dimensions and functional clearances. 111 Payment will be made for phanges to building design, inci€!ding AJE design, detaic�, aV a'siluCi �n costs «used by substitution. i 7 Submitted By: t` T � 3;kyE Signed Firm: f✓: ,. f t rt 5' ,. fit.° :' Adds -ass, DI A E's REVIEW & ACTION r X3 r A', t`v°t t c 1-1 (�, I4-A d Lrr a' 6, 7_2 -xs D 8'!bstltutlot! approved - :Make, submittals. in aecrxdance %4ith Pr jact Manuel requirernen:s. LllbStlt!etivn eL'p:"^..31BC.25 nOied-;I`1 K� S.!iifiliit3i44S In Gcc.^.r eaiiCe':'iii r 'J�I^C_C` izi5 !L=-3i reCutr`�ments. { _ Substit'Jtion rejected- Use specified materials.:AId_ .A k \�"f-.;iz C..�a�`?T e,�•[ �i Vr.s(��, ��L� �2C-t.� a- i4-�' t_! .ta'i!bSiitUilCn ham. °gSt rR :elvBd ta^ lEt -- :.use sr`e`�IT:".w i378[8^a:5. [ e� qcs r V.,rs:�P..�' E �' c Signsiure:...._ beta: � Supporting Data uttad."d: Draw'finWs :_.:E product Data 0 Samples a_. nests ED Reports 13 =N D Car R_=QUE$ t FORM PRODUCT SUBSTITUTION : REQUEST FORM (wring the Bidding Phase -- gust be submitted a rninimurn of 5 days before the bits dste) f -14t- Substitution Request No: Project: ��jy ) ! S jyy}�_�y / A- j I` :'rQi 1�. Y r %.� l �. G^ L t✓ ! `i ! `. ...7 L3G�.4 (T I �• J i a, r✓ Ai Mi F✓ }} ` + C-} r 7� e 1 s Da¢ e: Reference' Specification i tle: Section: i � r 7 C Page AJE Prcjeet No: Confract Fes. 1-3 Article 1 Paragraph: Co Proposed Substitutfort: 1!� _ l 6� / _ {,i' •! iT e`t .,J5 4 � '.j f : �J L7L,iL-7 •—L�/; � '( �' L,c.4f�. f � ^ze Manufu �u: mr. Address: ""alephcne: f ��c'. Proposed id:.d..i No.: Attached dais includes product description, specifications, drav�aings, photographs: and performance and lest data adequate for .evaluation of the request: applicable porticns of the data are clearly identified. Attached data also includes a descriptlon of ctaanges to the Contract Documents gnat the DFonosed substftufion :will ren.ujre for its installation. ��r:ucB�cx...�ir��*a�d,�mc�•-�. fir--'ems==� -he undersigned ce :Ines: Proposed substitutions has been fully investigated and deiermtned to be equal or superior in all respects tc spectr"red product. m Same warranty will be tumished far .proposed. substitution as for snecitied produci• Same malntenanc,- service. and source of replacernent pars, as appiicable, is avaiieble. Proposed substitution will have no adverse effect on other trades and will not affect or delay progress schedule. Propesed substitution does not affect dimensions and Punciianal clearances. Payment will he made for changes to building design. inciudtng A/E design, detailing, Inc tructior. '. is caused by subsiiiufio-z. 1_ t� _ Submitted By: r [te r ice: Ll 7 Sinned :_ F[rm: Adu-ress' b� r G L 4-4--J. t` t sy� +C r f =+ JB's R�VIWUIr �y -NON r i fr^fii iG: r )k�f jE ,j Substitution ep Foved-- Make 5ubmittals.i : accordance with: Project M.atlual Ll y�bscit3]tion appr.+ew=S r'Cted- 1:�i2lte=S:ibnliit?iS In acv;,rdmn;e ��n'i`fh PrOIeC' 4lia%u8' C=�tiir�r:;i'£t" ( ' bstitution rejected _ vse Specified rnatevials. Avi2 Substitution Request receive,*'--.^, late - Use :K.^8:l$:':�� snaterla=S. Av'F Signature: QAi ebri r= Supportinu Data Auached: Drawings ? Il prp iuc. Data . . s ?pies � i esis xrl Repots Or END OF R.EQ EST FORM DENNEHpgY ARCHITECTS 3464•A BLUEBONNET CIRCLE FORT WORTH, TX 76109 PH. 017 922.9033 FAX. 617-922-9997 �SE° Arc — 1 �� J� N'• bEHH ti� FORT WORTH PUBLIC KEALTH CENTER w a. n 04 APRIL 2008 co ��' 13283 �• 9T� 01r ORIGINAL SIGNED AND SEALED DOCUMENTS ARE ON FILE AT THE OFFICE OF THE ARCHITECT VCT TO BE SET AT 45 DEGREE ANGLE: T I C I CC'C Kin. COLOR I COLOR 2 COLOR 3 LOCATION: ROOMS #233 & oz VCT - FLOORING PATTERN 2.0� SCALE: 3/4"= 1 '-0° SDA-1.dgn 4/4/2008 11:30:18 AM DENNEHY w". ARCHITECTS 3464-A BLUEBONNET CIRCLE FORT WORTH, TX 78109 —_ PH. 817 922-9933 FAX, 817-922-9997 FULL HEIGHT PARTITION AS SCHEDULED — OVERHEAD COILING GRILLE ASSEMBLY - LOCATION: ROOMS 11154 AND #171 ELEVATION REFERENCL: 1, 2, 12, I3/A10.04 GYP. BID BULKHEAD REFER: 04/A5.03 SIM. SCHEDULED LIGHT FIXTURES I/2• TEMPERED GLASS SILICONE SET INTO FLUSH FRAME RECEIVER TOP AND SIDFS: HAFELE 1407.80.902 OR EQUAL SOLID SURFACING COUNTERTOP W/ CHAMPERED EDGES DRAWER WIRE PILLLSS AND LOCKS- TYPICAL �vM'bFIs:,� REFER TO 02 & 13/A10.4 FOR INTERMEDIATE P.LAM. !L a� Sc Cfi7 CLAD CABINETS - BEYOND -- cc - { 13283 V, SCHEDULED BASE 9r� OF ORIGINAL SIGNED AND SEALED DOCUMENTS ARE ON FILE AT THE OFFICE OF THE ARCHITECT 2'-0' MILLWORK SECTION SCALE. 1/2"= 9 '-0" zo 3" D A —;2" FORT WORTH PUBLIC HEALTH CENTER 04 APRIL 2008 P. LAM. CLAD SUPPORTS REF; ELEVATIONS L7A-2.tsgn 414/20UB 11:29:U9 AM DENNEHY SLnJA-3 w FORT WORTH PUBLIC HEALTH CENTER 04 APRIL 2008 ARCHITECTS 3484-A BLUEBONNET CIRCLE FORT WORTH, TX 76109 3 EQ. PH. 817 922-9933 Alt FAX. 817-922-9997 (V, I N 81-0u N N m c�A% J4 M- 'AOF T3283 Q ORIGINAL SIGNED AND 2'-0. 6'-0' 2'-0 SEALED DOCUMENTS ARE ON FILE AT THE OFFICE OF THE ARCHITECT Ll _ E N IA ALL WINDOWS SINGLE GLAZED ELEVATION REFERENCE: 04 and 051A8.02 INTERIOR WINDOW ELEVATIONS SCALE: 1 /4" = 9 -0" SDA-3.dgn 4/4/2008 12:04:50 PM DENNEHY ARCHITECTS 3484-A BLUEBONNET CIRCLE FORT WORTH, TX 76109 PH. 817 922-9933 FAX. 817-922-9997 ���SD h J41 C,. bE�y 'A w x -1 co rF OF C� ORIGINAL SIGNED AND SEALED DOCUMENTS ARE ON FILE AT THE OFFICE OF THE ARCHITECT FASCIA PRO PRE -FINISHED STANDING SEAM METAL ROOF OVER 2- LAYERS WEATHERWATCH OVER INSULATED ROOF DECK LASTER SOF LASTOMERIC lVER EXT. SI USPENDED Suu , llmlvl Ll a4 SECT ® ) FASCIA GUTTER Al2.02 SCALE: 1 1/2" W 1'­0" 1/2° u-4 FORT WORTH PUBLIC HEALTH CiwNMR 04 APR]L 2008 REFERENCE SECTION: Al2.02 CUSTOM RADIUSED GUTTER. REF: SPEC. FLASHING C GUTTER 24 GA. RADIUSED FASCIA CAP 24 GA.ANODIZED ALUMINUM FASCIA WITH RADIUSED FASCIA TRIM JE CONTINUOUS 112" ALUMINUM REVEAL PERIMETER-TYP. 4/4/2008 11:22:56 AM DENNEHY SED qR c2% M �Fyti c f_ w a� �� n ARCHITECTS c.A �3zg3 �* 3464•A BLUEBONNET CIRCLE 9�� OF ({�+ FORT WORTH, TX 76109 PH. 817 9{2-9933 ORIGINAL SIGNED AND I SEALED DOCUMENTS ARE FAX. 817-9j22-9997 ON FILE AT THE OFFICIE 7Y2. OF THE ARCHITEC,/.. 1/4• I =L11 R t9 i°� L_I" SDA-5 FORWORTH PUBLIC HEALTH CENTER (FROM SHEETA14.01) 04 APRIL 2008 c - ---------- -= - -- - ----- - REFER SHEET M1.01: FOR LOUVER INFO. 2'—II/2" 9'-0° ('-5Y4' 9 p, 12'-71/4p 74' I II' II%z" I SDA-5.dgn 4/4/2008 11:21:38 AM 2ND FLOOR POWER PLAN NaM Baird, Hampton & Brownw Qom Engineering ScSurveying 9 9 Y g 53W Odgto K. Ste. 7W it WD t . iX 76116 To) (917)338-1277 Fox (017 -9245 E--Mailnopfthbinc.com PROJECT PUBLIC HEALTH CENTER - ADDENDUM §2 FORT WORTH, TEXAS RED': SHEET E2.02 JOB NO.- 2007.109.000 DATE: 04-03-200EI DRAWN Y: RBR CHECKED BY: MH SHEET NO XE-1 of 8 E Ilm FRO% PAY.ri 1wi' IN WST ROM ELEO RDOR ©��Qlm!is��7Qll�rirQ■! 1/0 q cGm m -` A Lo, ALTEME !i a AlaIOCVG SFFEi. _ _ _ _ i--�--� I 350� illPl � � i3A Ltk � � L1B � � up MGCi ' X1 ilp CEC TO l �IitGWC SiEII. . f t ❑i ELECTRICAL RISER DIAGRAM -BUILDING I E3.0 i SCALE: moms sE m Fit* ma '€OFT' E36'iY 2 CONIFkF "FOR E SFmm PD!(cR �..4' JPPORI FOR 'EV SEE ALSO a/Mok FDMFW DUO AREA Wx Tm F4 W � PAW OR SC#Mw LQmi3'kft ar. & FATAL SW LMRW OR m as -&am Q �y RED': SHEET E3.01 FZJ�rr.� © m �w � � lIflaJ pbow � Engineering & lovol uRg dlwo Surveying JOB NO: 20D7.191.000 DATE: 04-03-2008 DRAWN By: 'RRR 6= trdgW P., Ste. 700 Ft. Woft TX 76116 To] (817)3M-1277 Fmc (a: 8-sz45 E Lalhmmp ,;mwm CHECKED BY: MN PROJECT: SHEET NO PUBLIC HEALTH CENTER - ADDENDUM FORT WORTH, TEXAS #2 XE-2 of 8 E in HVAC EQUIPMENT SCHEDULE "A"' - ALTERNATE ITEM DESCRIPTION LOAD KW VOLT/PH SERVED FROM PANEL FEEDER DISCONNECT SIZEIPOLES - DOTE 1 RTU-1 11.30 48013 HVAC2 3#12,#12G,3/4"C 30/3/25 1,2,3,4 2 RTU-2 10.60 480/3 HVAC2 3#12,#12G,314"C 3013/15 1,2,4 3 RTU-3 7.06 48013 HVAC2 3#12,#12G.3/4"C 30/3/15 1,2.4 4 RTLI-4 14.10 48013 HVAC2 3#10,#10G,3/4"C 30/3/25- 1,2.3,4 5 RTU-5 7.77 48013 HVAC2 3#12,#12G,3/4"C 3013115 1,2,4 6 RTU-6 11.30 48013 HVAC2 3#12.#12G,3/4"C 3013/25 1,2,3,4 7 RTU-7 12.70 480/3 HVA62 3#10.#10G,3/4"C 30/3120 1,2,3,4 $ RTU-8 12.70 48013 HVAC2 3#10,#10G,3/4"C 3013120 1,2,3,4 9 RTU-9 12.70 480/3 HVAC2 3#10,#10G,3/4"C 3013/20 1,2,3,4 10 RTU-10 12.70 480/3 HVAC2 3#10,#10G,3/4'C 30/3120 1,2,3,4 11 RTU-11 7.06 480/3 HVAC2 3#12,#12G,3/4"C 30/3115 1,2,4 12 RTU-12 14,10 480/3 HVAC2 3#10,#10G,314"C 30/3125 1,2,3,4 13 RTU-13. 7.06 48013 HVAC2 3#12,#12G,3/4"C 30I3/15 1,2,4 14 RTU-14 11.30 48013 HVAC2 3#12,#12G,3/4"C 30/3/25 1,2,3,4 15 RTU-15 11.36 480/3 HVAC2 3#12,#12G,3/4"C 3013/25 1.2.3.4 16 FCU-1 13.63 48013 MP 3#8,#10G,1"C 30/3/25 1,2,4 17 FCU 2 13.63 480/3 MP 3#8,#10G,V'G 30/3125 1,2,4 1 - REFER TO PANELBOARD SCHEDULES FOR CIRCUITS 2 - INCREASE FEEDER SEE FOR VOLTAGE DROP AS REQUIRED BY THE SPECIFICATIONS 3 - INSTALL RETURN SIDE DUCT DETECTOR 4 - PULL 2#12, 12G, 1/2"C TO TO JBOX AT UNIT AND TAP PER NEC FOR EACH CIRCULATING PUMP (2). PROVIDE DISCONNECT AT EACH PUIVIP WITH APPRORIATI3Y St-LFi3 FUSING FOR EACH PUMP (7161-IP), SEE PANEL SCHEDULE "12C FOR CIRCUITS ft go I -pton rowoo one. 1 Engineering & Surveying 6300 RAW Pi., Sta. 700 Fi, north, TX 76116 Td (811)338-1277 Pox (817)338-9848 E-mommapobhb moom PROJECT: PUBLIC HEALTH CENTER - ADDENDUM #2 FORT WORTH, TEXAS pyF ogSp40pgpODOPOgPtlOqpbba Ocp MERLIN HAMPTON .. .*.*........940—qq oppp 1 .pa 38416 E5.01 JOB NO: 20D7.191.000 DATE: 04-03-20019 DRAWN BY: RRR CHECKED BY: MH SHEET NO E-3 o#HE DISTRIBUTION PANELBOARD' LDPI 'SCHEDULE ALTERNATE #1 SERVES LOAD A M P S P c O K L T E 5 # c K T # A M P .S P` 0 L LOAD SERVES A B C E A 8 C. CON NON CON NON CON NON S CON NON CON NON CON NON PRM11'L1A^ 0 21860' ?=_ r.:;;;- .; - 225 1 2 150 0 5700 ' :� — 5700 PAN3"IC _t © 21190 0 0 20640 3 3 .' D 5700 PANE1`L1B^ - 100 3800 _ 100 3 4 100 0 _ 1250 _ 0 720 :' PA la EGG' _ 0 3820 '. _ 0 1 3620 3 0 6700 -_ 0 720 - FNaCi D 11685 •-- _ - glop S 6 1D0 :f 0 5700 _ PANR-'L2C=. 0 11455 D 9030 3 21 10 5700 - T �5 -- : i 100 3 51 0 36456 D 11-195101 1 0 1126501 0 1 12120 0 12120 VOLTAGE AMPS LOCATION SECT IiATCa MAIN AiC REMARKS 12G1208 V, 3P,4W 400 ]FIRST ELECTRICAL ROOh1 1 5 400 22K GRO —HuS A 6 C PAIN1MUM PANEL RATING IN VOLT AMPERES: 143805 CONNECTED LOADS,. 49795 48575 45410 THREE PHASE LOAD AMPERES 399 *" CONTAINS UNDNERSIFIED LOAD. SEi=LOAD ANALYSIS FOR ACTUAL DEMAND. FEEDER CONDUrP. SEE ONE -LINE Baird, Hampton 8 ow% Ina or 19 ee En inrin Bc Surveying Engineering rve Y g gMdoloo PL. Mo. 700 Ft. Wwth, TX 76116 TO (817)338m1277 Fax (817)WO-9245 E-MaIkmq ®bhbine.cam i PROJECT: { PUBLIC HEALTH CENTER - ADDENDUM #2 I FORT WORTH, TEXAS OF �4�0iy sb Gto d° �1 1 , / ...°da°d nd°°ddada000.toddded MERLIN HAMPTON dd o-d d edd gp000.4.0000°0 AF.. ,_3843� REF: SHEET 6.01 JOB NO: 2€ 07.191,000 DA E: 04-03-20013 DRAWN BY: ROR CHECKED BY: Mk SHEET NO XE-5 of 11 E PANEL "LDP1" LOAF} ANALYSIS (ALT#9) 2007.191,000 PORT WORTH PUBLIC HEALTH CENTER FOR WORTH, TEXAS 3 PHASE PANEL VOLTAGE W 208 Connected KVA Design KVA LIGHTING 0.10 0.13 COMPUTER RECEPTACLE 6.00 6.00 GENERAL RECEPTACLE 62.13 36.07 ROOFTOP UNITS NA NA CONDENSING UNITS 18.37 18.37 ELECTRIC }TEAT NA NA MISCELLANEOUS MOTOR 22.80 22.93 MISCELLANEOUS NON-CONT 8.94 8.94 WATER HEATER 23.40 23.40 KITCHEN 32.00 20.80 KVA TOTALS 173.74 1 136.53 AMPERE TOTALS 482 1 379 MASTER LOAD ANALYSIS (ALT#1) 2007.191.000 FORT WORTH PUBLIC HEALTH CENTER FOR WORTH, TEXAS 3 PHASE SYSTEM VOLTAGE = 480 Connected KVA Design KVA INTERIOR LIGHTING 36.70 45.88 SITE LIGHTING 6.90 8.63 COMPUTER RECEPTACLE 14.00 14.00 GENERAL RECEPTACLE 100.00 55.00 ROOFTOP UNITS 164.22 164.22 AIR HANDLERS 67.64 57.64 ELECTRIC HEAT 50.00 50.00 CONDENSING UNITS 94.27 94.27 MISCELLANEOUS MOTOR 15.19 15.63 MISCELLANEOUS NOWCONf 34.80 34.80 WATER HEATER 23.40 23.40 KITCHEN 1 32.00 1 20.80 KVA TOTALS 579.12 534.26 AMPERE TOTALS 1 697 1 643 MAIN PANEL BUS RATING 800 A ®� Baird Hammon & Brown, Inc, Engineering & Surveying � J .Y g M RkNI a K, SEe. 700 FL Wadh, TX 76116 Tel (817)333-1277 Fax (817pW-9245 E-Malm~mcm PROJECT: PUBLIC HEALTH CENTER - ADDENDUM #2 FORT WORTH, TEXAS A46p PJ�1� pppp p0 L REF: SHEET 6.01 JOB NO: 2007.191.000 DATE: 04-03-2008 DRAWN BY: RBR CHECKED BY: MH SHEET NO XE-7 of B E a CITY OF FORT WORTH TRANSPORTATION AND PUBLIC WORKS DEPARTMENT ADDENDUM NO. 1 PUBLIC HEALTH CENTER & PARKING LOT Request for Proposals Submittal Date: April 10, 2008 (NO CHANGE) The Request for Proposals for the above projects is hereby revised and amended as follows: 1. The Pre -Submittal Conference was held at 10:30 AM, March 25, 2008 at the Southside Community Center. Attached is the list of the attendees (Attachment No. 1). 2. The City's MIWBE goal is revised from 25% to 19% for the Evans and Rosedale Development Parking Lot. The City's MIWBE goal for the Public Health Center remains the same at 28%. 3. There will be separate contracts for the Public Health Center and Evans and Rosedale Development Parking Lot. If one Offeror is awarded both projects, the Offeror will sign two contracts. 4. The attached, revised "PROPOSAL" form (Attachment No. 2, three pages) replaces the "PROPOSAL" form in the original Request for Proposals package. 5. Clarification on the Bid Bonds: a. If the Offeror elects to bid Part I only, a bid bond for the total amount will be required. b. If the Offeror elects to bid Part 11 or Part I and Part 11, then a bid bond will be required for the larger of the total amount bid in Part I or Part 11. 1 6. Attached is the Geotechnical Engineering Report dated October 2, 2007 prepared by Terracon Consultants, Inc. (Attachment No. 3) Acknowledge the receipt of this Addendum No. 1 on your Proposal. GREG SIMMONS, PE ACTING DIRECTOR, TRANSPORTATION & PUBLIC WORKS DEPT By: Dalton Murayama Architectural Services Manager 817-392-8088, FAX 817-392-8488 RELEASE DATE: March 28, 2008 Construct Public Health Center and Construct Evans & Rosedale Development Parking Lot Addendum No. 1, March 28, 2008 F ' . W Nei 1 F FORT.. ORTH Sobthslde Community deafer Sign n. Sheet Activi Room- GROUP NAMEDATE: CAMggj5jl� W P-1 ?w_ of iTisZ P 67 i 5 c f .c61-1-k 70 � Gay-" y� }] G+M.+' F - ice Q]�- .� cL � i'- G'e�i ~ FJYi'L • [rt�S 4H r _. ' F J"-G4�i'i%Fi-1�7'P/I �� !L✓Liv -tj ' ' Ir'`i .... - '. i� ""ti 4� •/L:�S/i°C�..�-/L! F ��ii�.�^' � [ J�-S �'�C-c! - Cr� - TO: MR. DALE A. FISSELER, PE CITY MANAGER PURCHASING OFFICE, 1000 THROCKMORTON CITY OF FORT WORTH, TEXAS FOR: Construct Public Health Center Northwest Corner of Terrell Street & Missouri Avenue Fort Worth, Texas Project No. TPW2008-01 Construct Evans and Rosedale Development Parking Lot Northeast Comer of Terrell Street & Missouri Avenue Fort Worth, Texas Project No. TPW2008-02 Pursuant to the foregoing "Instructions to Offerors," the undersigned has thoroughly examined the plans, specifications and the site, understands the amount of work to be done, and hereby proposes to do all the work and furnish all labor, equipment and materials necessary to fully complete all the work as provided in the plans and specifications, and subject to the inspection and approval of the Director of Transportation and Public Works of the City of Fort Worth. Upon acceptance of this Proposal by the City Council, the bidder is bound to execute a contract and, if the contract amount exceeds $25,000.00, furnish acceptable Performance and/or Payment Bonds approved by the City of Fort Worth for performing and completing the Work within the time stated and for the following sum, to wit: PART I - DESCRIPTION OF ITEMS (IF OFFEROR IS AWARDED BOTH PROJECTS) Public health Center Base Bid Completion within calendar days After Date of Notice to Proceed Add Alternate No. 1 Additional Days, if needed Add Alternate No. 2 Additional Days, if needed Parking Lot Base Bid Completion within calendar days After Date of Notice to Proceed PART it - DESCRIPTION OF ITEMS (IF OFFEROR IS AWARDED ONE PROJECT. OFFERORS MAY SUBMIT PROPOSALS FOR ONE OR BOTH PROJECTS) Public Health Center Parking Lot Base Bid. Base Bid Construct Public Health Center and Construct Evans & Rosedale Development Parking Lot Attachment No. 2 to Addendum No. 1, March 28, 2008 Completion within calendar days Completion within calendar days After date of Notice to Proceed After date of Notice to Proceed Add Alternate No. 1 Additional Days, if needed Add Alternate No. 2 Additional Days, if needed The undersigned agrees to complete the Work within the calendar days specified above after the date of Notice to Proceed. A Project Schedule will be submitted as required in the Instructions to Offeror The City reserves the right to accept or reject any and all bids or any combination thereof proposed for the above work. The undersigned assures that its employees and applicants for employment and those of any labor organization, subcontractors or employment agency in either furnishing or referring employee applicants to the undersigned are not discriminated against as prohibited by the terms of City Ordinance 7278 as amended by City Ordinance 7400 (Fort Worth City Code Section 13A-21 through 13A-29). Residency of Offerors: The 1985 Session of the Texas Legislature passed house Bill 620 relative to the award of contracts to non-resident bidders. The law provides that, in order to be awarded a contract as low bidder, non-resident bidders (out of state contractors whose corporate offices or principal place of business are outside of the State of Texas) that bid projects for construction, improvements, supplies or services in Texas at an amount lower than the lowest Texas resident bidder by the same amount that Texas resident bidder would be required to underbid a non-resident bidder in order to obtain a comparable contract in the state in which the non-resident's principal place of business is located. The appropriate blanks in Section A must be filled out by all non-resident bidders in order for your bid to meet specifications. The failure of out of -state or non-resident bidders Failure to complete the forms may disqualify that bidder. Resident bidders must check the box in Section B. A. 1_1 Non-resident vendors in (give state), our principal place of business, are required to be percent lower than resident bidders by state law. 1_1 Non-resident vendors in (give state), are not required to underbid resident bidders. B. 1_1 Our principal place of business or corporate offices are in the State of Texas. Within ten (10) days of receipt of notice of acceptance of this bid, the successful bidder will execute the formal contract and will deliver approved Performance and Payment Bonds for the faithful performance of this contact. The attached deposit check in the sum of Dollars is to become the property of the City of Fort Worth, Texas, or the attached Bidder's Bond is to be forfeited in the event the contract and bonds are not executed within the time set forth, as liquidated damages for delay and additional work caused thereby. MINORITYMOMENS BUSINESS ENTERPRISE (MIWBE): (For bids in excess of $25,000) a Construct Public Health Center and Construct Evans & Rosedale Development Parking Lot Attachment No. 2 to Addendum No. 1, March 28, 2008 • I am aware that I must submit information the Director, Transportation and Public Works, concerning the M/WBE participation within FIVE BUSINESS DAYS of submittal of this Proposal in order to be considered RESPONSIVE. Respectfully submitted, Company Name By: Signature 4 Printed Name of Principal Title Address: Street City Zip Phone: Fax: Receipt is acknowledged of the following addenda: Addendum No. 1: Addendum No. 3 Addendum No. 2: Addendum No. 4 Construct Public Health Center and Construct Evans & Rosedale Development Parking Lot Attachment No. 2 to Addendum No. I, March 28, 2008 NOTICE TO OFFERORS Proposals for the new Public Health Center to be located at the northwest corner of Terrell Street and Missouri Avenue in Fort Worth, and the new Evans and Rosedaie Development Parking Lot to be located at the northeast comer of Terrell Street and Missouri Avenue, fort Worth, will be received at the Purchasing Office, City of Fort Worth, 1000 Throckmorton, Fort Worth, 76107, until 1:30 P.M., Thursday, April 10, 2008, and will be opened and publicly read aloud approximately thirty minutes later in the Council Chambers. After evaluating the Proposals submitted, the City shall select the Offeror that offers the best value to the City and enter into negotiations with that Offeror. The City may discuss with the selected Offeror options for a scope or time modification and any price change associated with such modification. A Pre -Bid Conference will be held at 10:30 A.M., Tuesday, March 25, 2008 at the Southside Community Center located at 959 East Rosedale Street in Fort Worth, Texas. Estimated construction cost is in the $7,000,000 range for the Public Health Center base bid. There are also Alternate No. 1 (Geothermal System) and Alternate No. 2 (Recycled stone from the existing Public Health Center). Estimated construction cost is in the $400,000 range for the Evans and Rosedale Development Parking Lot base bid. The parking lot project will use the Davis -Bacon Wage Rates. MWBE participation will be evaluated in awarding this Contract. Contact the MWBE office (871-6104) to obtain lists of certified subcontractors and suppliers. The MWBE participation requirement is 28% for the Public Health Center and 25% for the Evans and Rosedale Development Parking Lot. Offerors must submit Utilization Plan within 5 business days of submitting their Best Value Proposal. Failure to document proposed attainment will remove the Proposal from further consideration. Contact the MWBE Office at 817-392-6104 to obtain list of certified subcontractors and suppliers. Offerors must submit a bid bond with their proposal. Offeror to whom an award of contract is made will be required to provide Payment and Performance Bonds and provide Contractors General Liability and Statutory Workers Compensation Coverage. If you intend to submit a proposal, inform the Project Manager who can then inform interested subcontractors. General Contractors and Suppliers may make copies of the Project Manual and Plans through their -printer. The bidding documents may be viewed and printed on-line. Bid documents are not available at the City. The bidding documents may be viewed and printed on-line by logging on to hops:/loroleetpoint.buzzsaw.com/fortworthgov with the user name "Cowtown", password "Cowtown2004", 'TPW Projects". Contact the Project Manager, Don Powell, at (817) 392-8014 or Email Donaldpowellafortworthgov.org for assistance. For additional information contact Paul or Sandra Dennehy, Dennehy Architects, at (817) 922-9933 or Email Dmdl&dennarch.com or ssdia7dennarch.com. Advertisement: March 13, ZOOS March 20, 2008 Construct Public Health Center and Construct Evans & RosedaIe Development Parldng Lot March 2008 TABLE OF CONTENTS NOTICE TO OFFERORS TABLE OF CONTENTS INSTRUCTIONS TO OFFERORS PROPOSAL ; TEXAS SALES AND USE TAX EXEMPTION CERTIFICATE WAGES RATES (PREVAILING WAGE RATES AND DAVIS-BACON WAGE RATES) WEATHER TABLE CONSTRUCTION CONTRACT PAYMENT BOND PERFORMANCE BOND CERTIFICATE OF INSURANCE CONTRACTOR COMPLIANCE WITH WORKERS' COMPENSATION LAW PROJECT SIGN Construct Public Health Center and Construct Evans & Rosedale Development Parking Lot March 2008 INSTRUCTIONS TO OFFERORS 1. PROPOSAL. REQUIREMENTS: The following requirements shall be used in the preparation of the response to this Request for Sealed Proposals: 0 Use the Proposal Form provided below. 4 Entries on the Proposal Form may be handwritten or typed. O Write in contract duration if not specified. 0 Acknowledge all addenda on the Proposal Form. ® Have a Principal sign the Proposal. If the Offeror is a corporation, the president or a vice- president must sign the Proposal. If the Offeror is a partnership, then the person/entity who is the managing/general partner must sign the proposal. Include cashier's check or an acceptable bidder's bond written by a corporate surety payable to the City of Fort Worth, in an amount of not less than five (5%) per cent of the total of the bid submitted (5% of the total of both fire stations if the Offeror is submitting proposals for both fire stations). In order for a surety to be acceptable to the City, the surety must (1) hold a certificate of authority from the Untied States secretary of the treasury to qualify as a surety on obligations permitted or required under federal law; or (2) have obtained reinsurance for any liability in excess of $100,000 from a reinsurer that is authorized and admitted as a reinsurer in the state of Texas and is the holder of a certificate of authority from the Untied States secretary of the treasury to qualify as a surety on obligations permitted or required under federal law. Satisfactory proof of any such reinsurance shall be provided to the City upon request. The City, in its sole discretion, will determine the adequacy of the proof required herein. 1A. SELECTION OF CONTRACTOR: The Best Value selection will be with one contractor for both fire stations or one contractor for each station, at the CIWs option. The City shall select the Offeror that offers the best value based upon the following criteria and on its ranking evaluation. In determining the Best Value Offeror, the City will consider: 1. Proposed price (60%) 2. Proposed level of MWBE participation (10%) 3. Proposed project schedule (10%) 4. Reputation/experience of the Offeror as demonstrated by past project work and the report of references (10%) 5. Offeror's past relationship with the City. (10%) **NOTE**: If the Offeror does not have previous work experience with the City, then the reputation evaluation criterion will represent 20% of the overall score After ranking the responses to the RFP, the City shall first attempt to negotiate a contract with the selected Offeror. The City and its architect may discuss with the selected Offeror options for a . scope or time modification and any price change associated with the modification. Construct Public Health Center and Construct Evans & Rosedale Development Parking Lot March 2008 If the City is unable to negotiate a contract with the selected Offeror, the City shall, formally and in writing, end negotiations with that Offeror and proceed to the next Offeror in the order of the selection ranking until a contract is reached or all proposals are rejected_ 2. MINORITYIWOMENS BUSINESS ENTERPRISE (MIWBE) (BEST VALUE PROPOSAL) All Offerors shall note that it is the policy of the City of Fort Worth to ensure the full and equitable participation of Minority and Women Business Enterprises (M/WBE) in the procurement of services with a fee of $25,000 or more by establishing an M/WBE goal. Within five (5) City business days from proposal submittal date, exclusive of the proposal submittal date, all Offerors will be required to submit information concerning the M/WBE(s) that will participate in the contract. The M/WBE goal is 28% for the Public Health Center and 25% for the Evans and Rosedale Development Parking Lot. The information shall include: (1) the name, address and telephone number of each M/WBE; (2) the description of the work to be performed by each MIWBE; and (3) the approximate dollar amount/percentage of the participation. The M/WBE firm(s) must be located or doing business in the City's geographic market area that include the following nine (9) counties: Tarrant, Parker, Johnson, Collin, Dallas, Denton, Ellis, Kaufman, and Rockwall. The M/WBE firm(s) must be currently certified or in the process of being certified by the North Central Texas Regional Certification Agency (NCTRCA), or Texas Department of Transportation (TXDOT), Highway Division prior to recommendation for award being made by the City Council. If you will not have any M/WBE participation during this contract, then a detailed explanation must be submitted to explain the Good and Honest Efforts your firm made to secure MIWBE participation. Failure to submit the M/WBE participation information or the detailed explanation of the Offeror's Good and Honest Efforts to meet or exceed the stated M/WBE goal, may Render the proposal non -responsive. The plan will be part of the final weighted selection criteria. BID SECURITY: Cashier's check or an acceptable bidder's bond payable to the City of Fort Worth, in an amount of five (5) per cent of the bid submitted [See paragraph 1 above). The Bid Security must accompany the bid and is subject to forfeit in the event the successful bidder fails to execute the contract documents within ten (10) days after the contract has been awarded. The Bid Security shall be included in the envelope containing the bid proposal. Failure to submit the Bid Security will result in the proposal not being considered for this project. Bidder's bond will be returned if the City fails to award the contract within 90 calendar days of receipt of bids, unless the Bidder agrees to an extension. The surety must be licensed to do business in the state of Texas. 4. PAYMENT BOND AND PERFORMANCE BOND: For projects in excess of $25,000, the successful bidder entering into a contract for the work will be required to give the City surety in a sum equal to the amount of the contract awarded. The form of the bond shall be as herein provided and the surety shall be acceptable to the City. All bonds furnished hereunder shall meet the requirements of Texas Government Code Section 2253, as amended. In order for a surety to be acceptable to the City, the surety must (1) hold a certificate of authority from the Untied States secretary of the treasury to qualify as a surety on obligations permitted or required under federal law; or (2) have obtained reinsurance for any liability in excess of $100,000 from a reinsures that is authorized and admitted as a reinsurer in the state of Texas and Construct Public Health Center and Construct Evans & Rosedale Development Parking Lot March 2008 is the'holder of a certificate of authority from the Untied States secretary of the treasury to qualify as a surety on obligations permitted or required under federal law. Satisfactory proof of any such reinsurance shall be provided to the City upon request. The City, in its sole discretion, will determine the adequacy of the proof required herein, No sureties will be accepted by the City that are at the time in default or delinquent on any bonds or which are interested in any litigation against the City. Should any surety on the contract be determined unsatisfactory at any time by the City, notice will be given to the contractor to that effect and the contractor shall immediately provide a new surety satisfactory to the City If the total contract price is $25,000 or less, payment to the contractor shall be made in one lump sum. Payment shall not be made for a period of 45 calendar days from the date the work has been competed and accepted by the City. If the contract is in excess of $25,000, a Payment Bond shall be executed, in the amount of the contract, solely for the protection of all claimants supplying labor and materials in the prosecution of the work. If the contract amount is in excess of $100,000, a Performance Bond shall also be provided, in the amount of the contract, conditioned on the faithful performance of the work in accordance with the plans, specification, and contract documents. Said bond shall be solely for the protection of the City of Fort Worth. 5. PRE -BID SITE INVESTIGATION: Prior to filing a response, the bidder shall examine the site(s) of the work and the details of the requirements set out in these specifications to satisfy itself as to the conditions which will be encountered relating to the character, quality, and quantity of the work to be performed and materials and equipment required. The filing of a response by the bidder shall be considered evidence that it has complied with these requirements. 6. AMBIGUITY. In case of ambiguity or lack of clearness in stating prices in the proposal, the City reserves the right to adopt the most advantageous construction thereof to the City or to reject the proposal. 7. WAGE RATES: Not less than the prevailing wage rates set forth in Contract Documents must be paid on this project. 8. POST BID - PREAWARD SUBMITTALS: Offerors are required to submit the following information to the Architectural Services Section, Building Services Division, 319 West 10th Street, 817-871-8274, within five business days subsequent to bid opening (Normally Thursday following a Thursday bid opening) in order to assist City staff in determining the Contractor's capability of performing the work and in meeting City contract requirements: Minority/Women's Business Documentation (for bids in excess of $25,000) Contractors Qualification Statement (AIA Form A305) Proposed Subcontractors and Suppliers Project Schedule Proof of insurability for Statutory Workers Compensation Insurance 9. PROPOSED SUBCONTRACTORS: Acceptance of the bid in no way requires the City to accept the qualifications of the subcontractors. The Subcontractor lists are for use by the City in preparing recommendations for award of the contract. The Contractor must provide and use subcontractors listed unless the City agrees to allow a substitute. 10. DISCREPANCIES AND ADDENDA: Construct Public Health Center and Construct Evans & Rosedale Development Parking Lot March 2008 Should a Offeror find any discrepancies in the drawings and specifications, or should it be in doubt as to their meaning, it shall notify the City at once. If required, the City will then prepare a written addendum that will be available to all Offerors at the Plans Desk or place designated for distribution of Bid Documents by the Notice to Offerors. The Contractor is responsible for determining if addenda are available and for securing copies prior to submitting a response to this request for sealed bids. Oral instructions or decisions unless confirmed by written addenda will not be considered valid, legal or binding. No extras will be authorized because of failure of the contractor to include work called for in the addenda. Offeror must acknowledge addenda in the Proposal. Failure to acknowledge addenda may cause the Proposal to be ruled non -responsive. It is the Contractor's responsibility to obtain Addenda and include its information in the Proposal. 11. WORKERS COMPENSATION INSURANCE: Offerors will be required to demonstrate that coverage is in effect at time of Award of Contract. Sample Certificate of Insurance, or other proof that Workers Compensation Insurance will be obtained, must be submitted within five working days of bid opening 12. TAXES: Equipment and materials not consumed by or incorporated into the work are subject to State sales taxes under House Bill 11, enacted August 15, 1991. 13. PERMITS: Contractor shall apply for all City of Fort Worth Permits and for any other permits required by this project. City of Fort Worth Building and Trade Permit fees are waived. Separate permits may be required for each work location. 14. UTILITIES AND IMPACT FEES: The City will pay water and sewer utilities tap fees and impact fees. Unless shown otherwise, the City will coordinate and pay for water and sewer taps and meters to the property line. The Contractor will include all remaining fees from the electrical and gas companies in the base bid. The Contractor will be responsible for coordinating with City and utility companies for installation of utilities. Unless indicated otherwise on the plans, the contractor will be responsible for costs and installations from the building side of the water meter and sewer tap. 15. BID DOCUMENTS: Hard copies of bidding documents may be obtained directly from printers or downloaded and printed by the Offeror. 16. MANUFACTURER'S REFERENCE: Catalog, brand names, and manufacturer's references are descriptive, not restrictive. Use of brands of like nature and quality will be considered. Upon request of the architect or contractor, the contractor will submit a full sized sample and/or detailed information as required to allow the architect to determine the acceptability of proposed substitutions. Where equipment has been listed as "no substitute accepted", the City will accept no alternates to the specified equipment. Also refer to specification section 01630 Product Options and Substitutions. 17. TESTING SERVICES: The City shall provide for, independently of the contractor, the inspection services, the testing of construction materials engineering, and the verification testing services necessary for the acceptance of the construction work. 18. PROJECT SCHEDULE: The Project Schedule to be submitted with the Qualification Statement will, at the minimum, include the following: quality control submittals and approvals, mobilization, site preparation, under slab utilities, foundation work, structural erection, interior finish, commissioning, and closeout. The Schedule may be submitted as a table or PERT diagram. Construct Public Health Center and Construct Evans & Rosedale Development Parking Lot March 2008 PROPOSAL TO: MR. DALE A. FISSELER, PE CITY MANAGER PURCHASING OFFICE, 1000 THROCKMORTON CITY OF FORT WORTH, TEXAS FOR: Construct Public Health Center Northwest Corner of Terrell Street & Missouri Avenue Fort Worth, Texas Project No. TPW2008-01 Construct Evans and Rosedale Development Parking Lot Northeast Corner of Terrell Street & Missouri Avenue Fort Worth, Texas Project No. TPW2008-02 Pursuant to the foregoing "Instructions to Offerors," the undersigned has thoroughly examined the plans, specifications and the site, understands the amount of work to be done, and hereby proposes to do all the work and furnish all labor, equipment and materials necessary to fully complete all the work as provided in the plans and specifications, and subject to the inspection and approval of the Director of Transportation and Public Works of the City of Fort Worth. Upon acceptance of this Proposal by the City Council, the bidder is bound to execute a contract and, if the contract amount exceeds $25,000.00, furnish acceptable Performance and/or Payment Bonds approved by the City of Fort Worth for performing and completing the Work within the time stated and for the following sum, to wit: PART I - DESCRIPTION OF ITEMS (IF OFFEROR IS AWARDED BOTH PROJECTS) Public Health Center Base Bid Completion withincalendar days After Date of Notice to Proceed n Add Alternate No. 11 Q Additional Days, if needed Add Alternate No. 2 N . �QS Additional Days, if needed Parking Lot Base Bid . ®V Completion withinsmse calendar days After Date of Notice to Proceed QQN PART II - DESCRIPTION OF ITEMS (IF OFFEROR IS AWARDED ONE PROJECT. OFFERORS MAY SUBMIT PROPOSALS FOR ONE OR BOTH PROJECTS) Public Health Center t Base Bid ,�)�� . Construct Public Health Center and Construct Evans & Rosedale Development Parking Lot Attachment No. 2 to Addendum No. 1, March 28, 2008 Parkina Lot q Base Bid Completion withi calendar days Completion within calendar days After date of Notice to Proceed After date of Notice to Proceed Add Alternate No. 1 qUQ %JQ Additional Days, if needed Add Alternate No. 2 a . Additional Days, if needed The undersigned agrees to complete the Work within the calendar days specified above after the date of Notice to Proceed. A Project Schedule will be submitted as required in the Instructions to Offeror The City reserves the right to accept or reject any and all bids or any combination thereof proposed for the above work. The undersigned assures that its employees and applicants for employment and those of any labor organization, subcontractors or employment agency in either furnishing or referring employee applicants to the undersigned are not discriminated against as prohibited by the terms of City Ordinance 7278 as amended by City Ordinance 7400 (Fort Worth City Code Section 13A-21 through 13A-29). Residency of Offerors: The 1985 Session of the Texas Legislature passed house Bill 620 relative to the award of contracts to non-resident bidders. The law provides that, in order to be awarded a contract as low bidder, non-resident bidders (out of state contractors whose corporate offices or principal place of business are outside of the State of Texas) that bid projects for construction, improvements, supplies or services in Texas at an amount lower than the lowest Texas resident bidder by the same amount that Texas resident bidder would be required to underbid a non-resident bidder in order to obtain a comparable contract in the state in which the non-resident's principal place of business is located. The appropriate blanks in Section A must be filled out by all non-resident bidders in order for your bid to meet specifications. The failure of out of state or non-resident bidders Failure to complete the forms may disqualify that bidder. Resident bidders must check the box in Section B. A. 1_I Non-resident vendors in (give state), our principal place of business, are required to be percent lower than resident bidders by state law. I_I Non-resident vendors in (give state), are not required to underbid resident bidders. B. I)J Our principal place of business or corporate offices are in the State of Texas. Within ten (10) days of receipt of notice of acceptance of this bid, the successful bidder will execute the formal contract and will deliver approved Performance and Payment Bonds for the faithful performance of this contact. The attached deposit check in the sum of Dollars ($ 5 l is to become the property of the City of Fort Worth, Texas, or the attached Bidder's Bond is to be forfeited in the event the contract and bonds are not executed within the time set forth, as liquidated damages for delay and additional work caused thereby. MINORITYIWOMENS BUSINESS ENTERPRISE (MIWBE): (For bids in excess of $25,000) Construct Public Health Center and Construct Evans & Rosedale Development Parking Lot Attachment No. 2 to Addendum No. 1, March 28, 2008 • I am aware that 1 must submit information the Director, Transportation and Public Works, concerning the MIWBE participation within FIVE BUSINESS DAYS of submittal of this Proposal in order to be considered RESPONSIVE. Respectfully submitted, By: Printed Name of Principal Title Address: 193 Coy Road Street Weatherford, Texas _76087 City Zip Phone: (81 7) 341 —8886 Fax: ( 817 ) 341 —0191 Receipt is acknowledged of the following addenda: Addendum No. 1: 3/28/2008 Addendum No. 3 4/0 /2008 Addendum No. 2: 4 0 4/ 2 0 0 8 Addendum No. 4 4/1 /2 0 0 8 Construct Public Health Center and Construct Evans & Rosedale Development Parking Lot Attachment No. 2 to Addendum No. I, March 28, 2008 ]FORT WORTH City of Fort North Minority and Women Business Enterprise Specifications SPECIAL INSTRUCTIONS FOR BIDDERS APPLICATION OF POLICY If the total dollar value of the contract is $25,000 or more, the MIWBE goal is applicable. If the total dollar value of the contract is less than $25,000, the MIWBE goal is not applicable. POLICY STATEMENT It is the policy of the City of Fort Worth to ensure the full and equitable participation by Minority and Women Business Enterprises (MIWBE) in the procurement of all goods and services to the City on a contractual basis. All requirements and regulations stated in the City's current Minority and Women Business Enterprise. Ordinance apply to this bid, he rA c 3+"f�'L1:..:Joal o" thEis p—Mi cl tg p�(�_. :f' is tot_�l bid {Sass id-m3pSi.* to Parks anC wnr; mit+ Services) .3 �,i i� r: � "�� : ti � : I i. COMPLIANCE TO BID SPECIFICATIONS On City contracts of $26,000 or more, bidders are required to comply with the intent of the City's MAWGE Ordinance by either of the following: 1. Meet or exceed the above stated MIWBE goal, or 2. Good Faith Effort documentation, or; 3. Waiver documentation, or; 4. Joint Venture. SUBMITTAL OF REQUIRED DOCUMENTATION --- -- -- -- - - The applicable documents must be received by the Managing Department, within the following times allocated, in order for the entire bid to be considered responsive to the specifications. Tit i -Qh6r Si rf1 r! € s#bz r I.4W inn _ t� € :: ; ; i sfaat €� � ' y b �I � : mart , t step tt er ate "? fraeei f' ?;all Ail'ti h °ir ids #iriia Ilw€ at d: A Me.. ~� �f �[( n�ig`b� ftc�ept6 . 1. Subcontractor Utilization Form, if goal is ( received by 5:00 p.m., five (5) City business days after the bid met or exceeded: openin2 date, exclusive of the bid opening date. 2. Good Faith Effort and Subcontractor received by 5:00 p.m., five (5) City business days after the bid Utilization Form, if participation is less than opening date, exclusive of the bid opening date. stated goal: 3. Good Faith Effort and Subcontractor received by 5:00 p.m., five (5) City business days after the bid Utilization Form, if no M/ BE participation: I I opening date, exclusive of the bid opening date. 4. Prime Contractor Waiver Form, if you will received by 5:00 p.m., five (5) City business days after the bid perform all subcontracting/supplier work: opening date, exclusive of the bid opening date. S. Joint Venture Form, if utilize a joint venture received by 5:00 p.m., five (5) City business days after the bid to met or exceed goal. opening date, exclusive of the bid opening date. FAILURE TO COMPLY WITH THE CITY'S MIWBE ORDINANCE, WILL RESULT IN THE BID BITING CONSIDERED NON -RESPONSIVE TO SPECIFICATIONS Any questions: please conract iffiv MMfSE Office ii[ (8175, 3SZ-8104, Rev. 1111105 ATTACHMENT 1A Page i of 4 FORT WORTH City of Fart Worth Subcontractors/Suppliers Utilization Form PRIME COMPANY NAME: Check applicable block to describe prime MIwIDBEJ NON-MANIDBE PROJECT NE: 1BI B Tos City's MNME Project Goal: Prime's MIWBE Project Utilization: P QJE T NUMBER Identify pil subcontractors/suppliers you will use on this project Failure to complete this form, in its entirety with requested documentation, and received by the Managing Department on or before 5:00 p.m. five (5) City business days after bid opening, exclusive of bid opening elate, Will result in the bid being considered non -responsive to bid specifications. The undersigned Offeror agrees to enter into a formal agreement with the M/WBE firm(s) listed in this utilization schedule, conditioned upon execution of a contract with the City of Fort Worth. .The intentional and/or knowing .misrepresentation of facts is grounds for consideration of disqualification and will result in the bid being considered non -responsive to bid specifications MNVBEs listed toward meeting the project goal must be located in the nine (9) county marketplace or currently doing business in the marketplace at the time of bid. Marketplace is the geographic area of Tarrant, Parker, Johnson, Collin, Dallas, Denton, Ellis, Kaufman and Rockwall counties. Identify each Tier level. Tier is the level of subcontracting below the prime contractor, i.e., a direct payment from the prime contractor to a subcontractor is considered V4 tier, a payment by a subcontractor to its supplier is considered 2"`'tier ALL MNVBEs MUST 13E CERTIFIED BEFORE CONTRACT AWARD. Certification means those firms, located or doing business at the time of bid opening within the Marketplace, that have been determined to be bonafide minority or women businesses by the North Central Texas Regional Certification Agency (NCTRCA), or the Texas Department of Transportation (TX DOT), highway division. Disadvantaged Business Enterprise (DBE) is synonymous with MinorityNVomen Business Enterprise (MNIBE). If hauling services are utilized, the prime will be given credit as long as the M/WBE listed owns and operates at least one fully licensed and operational truck to be used on the contract. The MIWBE may lease trucks from another MNVBE firm, including MIWBE owner -operators, and receive full MNVBE credit. The MIWBE may lease trucks from non-M/WBEs, including owner -operators, but will only receive credit for the fees and commissions earned by the MIWBE as outlined in the lease agreement. Rev. 5130103 ATTACHMENT 1A Page 2 of 4 Primes are required to identify ALL subcontractors/suppliers, regardless of status; i.e., Minority, Women and non-MIWBEs. Please list MIWBE firms first, use additional sheets if necessary. Certification (check one) N o SUBCONTRACTOWSUPPLIER Company Name - Address T i a M Detail Subcontracting Work detail Supplies Purchased Dollar Amount yu N C T X Telephone/Fax r E E T � 0 W 8 C A T E �- Cwckk on CPA-, `? LiD445 r � �3 ��� t�1ec��l��ac�, �s i�ne.c�a•� -1cir Lcl-]a) VO - WRY3 �n.1 N . C�ns�uch�sn LAI.lta rs 1kV Yea D-k\w. to-ja) ►�� a -1�a� ! c�c a�� CQ-1a) kev. bmuluo FE)RI WORI'H ATTACHMENT IA Page 2 of A Primes are required to identify ALL subcontractors/suppliers, regardless of status; i.e., Minority, Women and non-MIWBEs. Please list MIWBE firms first, use additional sheets if necessary. SUBCONTRACTORISUPPLIER T Certification (check one) N T N n Detail Detail Company Marne Address I e M W C X T D M Subcontracting Work Supplies Purchased Dollar Amount Telephone/Pax r B B E E R O 13 S C T A E C-c�ck iJacn �.'12--�►� �Ct�41i� ��- 11�s,�ex�s e.c�,�Q Wow- �JC7c `75lL` IpmMibne- Wi) Z-7• loL-1!`01..! ? zza V&QB' Dfiuf— Rev. 5/3010 . Fife; l W"ORT_it ATTACHMENT 1A Page 2 of 4 Primes are required to identify ALL. subcontractors/suppliers, regardless of status, i.e., Minority, Women and non-MIWBEs. Please list M1WBE firms first, use additional sheets if necessary. SUBCONTRACTORISUPPL.IER Company game Certfitication (check one) ; l N T I N o " L7etail Detail Address M yy C X T M W Subcontracting Work Supplies Purchased Dollar Amount Telephone/Fax r B B E E R C .0 T 8 E A GO lca ay c voc>C Ms �' ACl E .Tx-c> tm\-] - ern ory 6C PG ? tneS Lgi4o`) j - o►N F ` r5ao Gt*A �Gtl��t JC k Sl1S r r�c�ii f ��� LaI4) WgtD - ID C`nE to k C� Rev. 5I30JD3 ATTACHMENT IA Page 2 of 4 Primes are required to identify ALL subcontractorsisuppliers, regardless of status; i.e., Minority, Women and non-M/WBEs. Please list M/WBE firms first, use additional sheets if necessary. SUBCONTRACTORfSUPPLIER Company Name T ; Certification (check one) N n M Detail Subcontracting Work Detail Supplies Purchased Dollar Amount M c T x Address Telephone/Fax a r M g E y B E T R 0 0 S C A T E iDa.\\LNS. 71,59ac) t9oxt ,-- kas Ctrt11 S La14)-35)-yl"Rl WI-J\)3SO, wqy 11� �hae � cIlaZs tv3 tom. R S �L S7 cq[ c�5� and :� �1 i ���� iaa3� �rtV�, (%1-1) S-qi . L4[)9—I �- r�fnnt 11C"O - If�0eausq i Rev. &3&03 ATTACHMENT IA Page 2 of 4 Primes are required to identify ALL subcontractors/suppliers, regardless of status; i.e., Minority, Women and non-MIWBEs. Please list MWBE firms first, use additional sheets if necessary. Certification N (check one) o SUBCONTRACTORISUPPt_tER T " T Detail Detail Company Name I C X M Subcontracting Work Supplies Purchased Dollar Amount Address a NI yy Telephone/Fax r B B R p B E E C T E A -- lliC i.C� c- , I cat H ICI - qHl i 1 �" 'Ef j wi rc�,-rexaS i '�YLOOA-I (t Lim " ,� [-_c i pir [�-I' 5=, ILAO L��) 33S- RUA (� ti)UGLia 06-v or-wp ru� A 6-Tl -16klly +� af ')n r- cy- , 1. b1��Sl�D •�`��� � Tny C,'E of vw 1 I CQ-I a) 3 � n 14 k { r '�2£ t�� �.�1� aQ51 2LACA v,-Dc -tve. o ,, c��nrni i [rR l WORTH ATTACHMENY IA Page 2 of 4 Primes are required to identify ALL subcontractors/suppliers, regardless of status; i.e., Minority, Women and non-M/WBEs. Please list M/WBE firms first, use additional sheets if necessary. - CertificationN - (check one) n SUB CONTRACTOR/SUPIPLIER T N T Detail Detail Company Name i Address e M W C x MI Subcontracting Work Supplies Purchased Dollar Amount T D W r B B Telephone/Pax R p B E E C 7 F- A �s -O. c 1 +�d em f�)Onv)o vi;e_ `PfdkAn Con a) awa--3q r, t t� nrc�trS kUcIrIft kK 110\1. Rem&& - ae6f4c b��.t35 . Sylvt�ncA 5�-d AP-66c 4 M Cool -I -)on- L-71 61cmy-C�Ru P Y)LALi • 'Sbz:; 1 � azVofne��L ( 6) 9Q I Cxw�Mia.N es k 33 iO4-) aree A-f\11`ll? , It ICES 1 EE? S J r,>-Io� • Liao � oe., r;wnM4 FORT WORTH T~ ATTACHMENT 1A Page 3 of 4 Primes are required to identify AL subcontractors/suppliers, regardless of status; i.e., Minority, Women and non -MA MBEs. Please list MMSE firms first, use additional sheets if necessary. Certification {check one) 0 ° n SUBCONTRACTOR/SUPPLIER Company Name Address T i e N T M W C X M Detail Subcontracting Work Detail Supplies Purchased Dollar Amount Telephone/Fax r T B B R p E E B C T- A E 1 1C17, i�vl>>li ('1S uo� 1-�C mb ` 1ck\ & irk Law Ora Acx2P� lia' I Mev. 01auru.3 FORTWORTH Total Dollar Amount of iMMBE Subcontractors/Suppliers ATTACHMENT 1A Page 4 of a Total Dollar Amount of Non-IlltllrVBE Subcontractors/Suppliers }a) TOTAL DOLLAR AMOUNT OF ALL SUBCONTRACTORS/SUPPLIERS $ y i g� f � 31 The Contractor wilt not make additions, deletions, or subStitutioi`1s to this certified list without the prior approval of the Minority and Women Business Enterprise Office Manager or designee through the submittal of a Request for Approval of ChangelAddifion. Any unjustified change or deletion shall be a material breach of contract and may result in debarment in accord with the procedures outlined in the ordinance. The contractor shall submit a detailed explanation of how the requested change/addition or deletion will affect the committed MIWBE goal. If the detail explanation is not submitted, it will affect the final compliance determination. By affixing a signature to this form, the Offeror further agrees to provide, directly to the City upon request, complete and accurate information regarding actual work performed by all subcontractors, including MIW/DBE(s) arrangements submitted with the bid. The Offeror also agrees to allow an audit and/or examination of any books, records and files held by their company. The bidder agrees to allow the transmission of interviews with owners, principals, officers, ei ipl6yees and applicable subcontractors/suppliers/contractors participating on the contract that will substantiate the actual work performed by the MIWIDBE(s) on this contract, by an authorized officer or employee of the City. Any intentional and/or knowing misrepresentation of facts will be grounds for terminating the contract or debarment from City work for a period of not less than three (3) years and for initiating action under Federal, State or Local laws concerning false statements. Any failure to comply with this ordinance and create a material breach of contract may result in a determination of an irresponsible Offeror and barred from participating in City work for a perio time not less than one (I ) year. company F&rna ,-p,(). l Address City/State/Zip Printed Signature na or) Contact Namelritie (if different) ate 3H�- T2 St C319 Telephone and/or pax E ail Address com Date Rev. 5/30/03 F4 RT WORTH City of Fort Forth Minority and Women Business Enterprise Specifications SPECIAL INSTRUCTIONS FOR BIDDERS APPLICATION OF POLICY If the total dollar value of the contract is $25,000. or more, the MIWBE goal is applicable. F if the total dollar value of the contract is less than $25,000, the MIWBE goal is not applicable. POLICY STATEMENT It is the policy of the City of Fort Worth to ensure the full and equitable participation by Minority and Women Business Enterprises (MNIBE) in the procurement of all goods and services to the City on a contractual basis. All requirements and regulations stated in the City's current Minority and Women Business Enterprise Ordinance apply to this bid. = #1AR- E PROJECT G Ongt S ns vit a$ iv'=f ��r taC a u3 m�" $ roie"A a % ! t0 " h a ��_ I , !i �: , �,. i t - J :;$ the i �I .�t�" €base tatri a;�.3ie ts Parkt� and Cnrtrm:€r€it, se-,vi.,e;q- COMPLIANCE TO BID SPECIFICATIONS On City contracts of $25,000 or more, bidders are required to comply with the intent of the City's MANBE Ordinance by either of the following: 1. Meet or exceed the above stated MfWBE goal, or 2. Good Faith Effort documentation, or; 3. Waiver documentation, or; A. Joint Venture. SUBMITTAL OF REQUIRED DOCUMENTATION The applicable documents must be received by the Managing Department, within the following times allocated, in order for the entire bid to be considered responsive to the specifications € n � nr € ��s 111r-iKier f--w i}1�i.� d �rtr,Gri xi x' its .a>vrEyer: tl areitr€r�oye o th`rr3�a�nr� rldre€�rt. �r:dbair i.:c%�rrixr# reel. ucn recit,;r€l be kvid .06, Tat in �:liy r z � iti,� d ��`�� dc���i3�nt��[d�`i11 �:Te ice#f�n� 1. Subcontractor Utilization Form, if goal is r received by 5:00 p.m., five (5) City business days after the bid met or exceeded: V opening date, exclusive of the bid opening date. 2. Good Faith Effort and Subcontractor received by 5:00 p.m., five (5) City business days after the bid Utilization Form, if participation is less than opening date, exclusive of the bid opening date. statedgoal: 3. Good Faith Effort and Subcontractor received by 5:00 p.m., five (5) City business days after the bid Utilization Form, if no.M/WBE participation: opening date, exclusive of the bid opening date. 4. Prime Contractor Waiver Form, if you will received by 5:00 p.m., five (5) City business days after the bid eiform all subcontracting/supplier work: opening date, exclusive of the bid opening date. 5. Joint Venture Form, if utilize a joint venture received by 5:00 p.m., five (5) City business days after the bid to met or exceed goal. opening date, exclusive of the bid opening date. FAILURE TO COMPLY WITH THE CITY'S MIWBE ORDINANCE, WILL RESULT IN THE BID BEING CONSIDERED NON -RESPONSIVE TO SPECIFICATIONS Any ,ques,'Ua €s, pieasa conk, the 0fifWBE Office al. (Ft 17 ) 3B24104, Rev. 1111105 ATTACHMENT IA Page I of 4 Fowr WoprI'H City of fort forth Subcontractors/Suppliers Utilization Form PRIME COMPANY NAME: Check applicable blocs; to describe prime 'PROJECTNAME: =WNDBE NON-MIWIDBE rl r I") DATE City's MAVBE Project Goal: Prime's MIwBE Project Utilization: I PROJECT NUMBER Identify all subcontractors/suppliers you will use on this project Failure to complete this form, in its entirety with requested documentation, and received by the Managing Department on or before 5:00 P.M. five (5) City Business days after bid opening, exclusive of bid opening date, will result in the bid being considered non -responsive to bid specifications. The undersigned Offeror agrees to enter into a formal agreement with the M/WBE firm(s) listed in this utilization schedule, conditioned upon execution of a contract with the City of Fort Worth. The intentional and/or knowing misrepresentation of facts is grounds for consideration of disqualification and will result in the bid being considered non -responsive to bid specifications MIWBIErs listed toward meeting the project goat must be located in the nine (9) county marketplace or currently doing business in the marketplace at the time of bid. Marketplace is the geographic area of Tarrant, Parker, ,Johnson, Collin, Dallas, Denton, Ellis, Kaufman and Rockwall counties. Identify each Tier level. Tier is the level of subcontracting below the prime contractor, i.e., a direct payment from the prime contractor to a subcontractor is considered 1 a tier, a payment by a subcontractor to its supplier is considered 2°d tier ALL MIWBEs MUST BE CERTIFIED BEFORE CONTRACT AWARD. Certification means those firms, located or doing business at the time of bid opening within the Marketplace, that have been determined to be bonafide minority or women businesses by the North Central Texas Regional Certification Agency (NCTRCA), or the Texas Department of Transportation (TX DOT), highway division. Disadvantaged Business Enterprise (DBE) is synonymous with Minority/Women Business Enterprise (MNVBE). If hauling services are utilized, the prime will be given credit as long as the M/WBE listed owns and operates at least one fully licensed and operational truck to be used on the contract. The M/WBE may lease trucks from another M/WBE firm, including M/WBE owner -operators, and receive full MIWBE credit. The MMBE may lease trucks from non-M/WBEs, including owner -operators, -but will only receive credit for the fees and commissions earned by the M1W13E as outlined in the lease a reement. Rev. 5130l03 ATTACHMENT IA Page 2 of 4 Primes are required to identify ALL subcontractors/suppliers, regardless of status; i.e., Minority, Women and non-MIWBEs. Please list MANBE firms first, use additional sheets if necessary. SUBCONTRACTOWSUPPLIER Company Name T i Certificafion (check one) N T C X N n M Detail Subcontracting Work Detail Supplies Purchased Dollar Amount Address Telephone/Fax r M yr B B R O E E B C T A E �� o�ns'1`rt�chtlln - L�t r- i��n x-. nn'�%" UT)14V -3�)aa v MI) 3�cl -Z&L-1 F �b-(k L�AA--� IMs Mtn Fr.e. �N (-e-niSno, tl S-10 -owo vio - Bata mtrv. ;7I'7UIVJ R)RT WORTH Ir— ATTACHMENT IA Page 3 of 4 Primes are required to identify ALL subcontractors/suppliers, regardless of status; i.e., Minority, Women and non-MNWBEs. Please list MNWBE firms first, use additional sheets if necessary. Certification N (check one) 0 SUBCONTRACTOR/SUPPLIER " Company Name i N T - -- Detail Detail e C X M Address � � TD Subcontracting Work Supplies Purchased Dollar Amount TelephanefFax r s B R B E E C T E A LICAto (Q-Q) Lmra W a laa �= 6 .k no- a WVO-,�� 'a43 � r� ;-�x � � ► ,� sec r C,a b, a-7Q -,I g q-1 s Rev. 5130/03 Fort r I- Talon/ Total Dollar Amount of MMBE Subcontractors/Suppliers Total Dollar Amount of Non-M/1NBE Subcontractors/Suppliers $ )3 t TOTAL DOLLAR AMOUNT OF ALL SUBCONTRACTORS/SUPPLIERS $ 3�O(Dl �� O ATTACHMENT 3A Page 4 of 4 Th_e Contractor will not'make additions, deletions, or substitutions to this certified list without the prior approval of the Minority and Women Business Enterprise Office Manager or designee through the submittal of a Request for Approval of Change/Addition. Any unjustified change or deletion shall be a material breach of contract and may result in debarment in accord with the procedures outlined in the ordinance. The contractor shall submit a detailed explanation of how the requested change/addition or deletion will affect the committed MIWBE goal. If the detail explanation is not submitted, it will affect the final compliance determination. By affixing a signature to this form, the Offeror further agrees to provide, directly to the City upon request, complete and accurate information regarding actual work performed by all subcontractors, including MIW/DBE(s) arrangements submitted with the bid. The Offeror also agrees to allow an audit and/or examination of any books, records and - files held by their company. The bidder agrees to allow the transmission of interviews with owners, principals, officers, employees and applicable subcontractors/suppliers/contractors participating on the contract that will substantiate the actual work performed by the MIW/DBE(s) on this contract, by an authorized officer or employee of the City. Any intentional and/or knowing misrepresentation of facts will be grounds for terminating the contract or debarment from City work for a period of not less than three (3) years and for initiating action under Federal, State or Local laws concerning false statements. Any failure to comply with this ordinance and create a material breach of contract may result in a determination of an irresponsible Offeror and barred from participating in City work for a period of time not less than one (1) year. Company Name Address City/statefzip Printed Signature Contact Namelritle (if different) Telephone and/or Fax r maltAddress cQ I •n f q I 'qLt hu-p) Date Rev. 5/30/03 TEXAS SALES AND USE TAX EXEMPTION CERTIFICATE Name of Purchaser, Firm or Agency. City of Fort Worth, Texas Address (Street & Number, P.O. Box or Route Number): 1000 Throckmorton City, State, Zip Code: Fort iiVorth Texas 76102 Telephone: (817) 392-8360 1, the purchaser named above, claim an exemption from payment of sales and use taxes for the purchase of taxable items described below or on the attached order or invoice from: All vendors Description of the items to be purchased, or on the attached order or invoice: All items except motor vehicles as listed below Purchaser claims this exemption for the following reason: Governmental 1 understand that I will be liable for payment of sates or use taxes which may become due for failure to comply with the provisions of the state, city, and/or metropolitan transit authority sales and use tax laws and comptroller rules regarding exempt purchases. Liability for the tax will be determined by the price paid for the taxable items purchased or .the fair market rental value for the period of time used. I understand that it is a misdemeanor to give an exemption certificate to the seller for taxable items which I know, at the time of purchase, will be used in a manger other than expressed in this certificate and that upon conviction I may be fined not more than $500 per offense. r1 N Purchaser: Title: Date: February 1. 2007 Note: This certificate cannot be issued for the purchase, lease or rental of a motor vehicle, THIS CERTIFICATE DOES NOTREQUIRE A NUMBER TO BE VALID Sales and Use Tax "Exemption Numbers" or "Tax Exempt" Numbers do not exist. This certificate should be furnished to the supplier. Do not send the completed certificate to the Comptroller of Public Accounts. Construc Evans & March 2( Wx Qn,inqusyy. AC Mechanic 4aiary $21.69 $1.31 $0.02 VO $0.93 $23.95 AC Mechanic HeLper $12.00 $1.50 $0.00 $1.50 $15.00 Acoustical Ceiling Mechanic $15.24 $0.73 $0.14 $0.14 $16.25 Acoustical Ceiling Helper $0.00 $0.00 $0.00 $0.00 $0.00 Abestos Worker $0.00 $0.00 $0.00 $0.00 $0.00 Bricklayer/Stone Mason $19.12 $0.76 $0.00 $0.00 $19.88 Brick[ayer/Stone Mason Helper $10.10 $0.44 $0.00 $0.00 $10.54 Carpenter $16.23 $1.92 $0.32 $0-56 $19.03 . Carpenter Helper $11,91 $2.27 $0.04 $0.47 $14.69 Concrete Finisher $13.49 $0.82 $0.30 $0.34 $14.95 Concrete Finisher Helper $0.00 $0.00 $0.00 $0.00 $0.00 Concrete Form Builder $13.12 $1.53 $0.46 $0.29 $15.40 Concrete Form Builder Helper $0.00 $0.00 $0.00 $0.00 $0.00 Dryw all Mechanic $14.62 $0.68 $0.21 $0.18 $15.69 Drywall. Helper $10.91 $0.65 $0.01 $0,13 S11,70 Drywall Taper $13.00 $0.00 $0.00 S0.00 $13.00 Drywall Taper Heiper $9.00 $0.00 $0.00 $0.00 $9.00 Electrician (Journeyman) $20.20 $2.20 $0.08 $0.52 $23.00 Electrician Hetper $14.43 $1.71 $0.00 $0.37 $16.51 Electronic Technician $19.86 $2-5 0 $0-00 $0.82 $23.18 Electronic Technician Helper $12.00 $1,13 $0,00 $0.23 $13.36 Floor Layer (Carpet) $0.00 $0.00 $0.00 $0.00 $9.00 Floor Layer (Resilient) $20.00 $0.72 $0.00 $0.00 $20.72 Floor LzWr Hetper $13.00 $0.72 $0.00 $0.00 $13.72 Glazier $18.00 $2.32 $0.54 $1.06 $21.92 Glazier Helper $13.00 $1.67 $0.39 $0.76 $15,82 Insulator $14,78 $2,53 $0-02 $0.62 $17.95 Insulator Helper $11.25 $1.58 $0.04 $0.53 $13.40 Laborer Common $10.27 $1.19 $0.23 $0.24 $11.93 Laborer Skilled $13.18 $1.34_1_ $0.18 $0.28 $14.98 Construct Public Health Center and Construct Evans & Rosedale Development Parking Lot March 2008 Lather $16.10 $1.61 $0.08 $0.81 $18.60 Lather Helper $0.00 $0.00 $0.00 $0.00 $0.00 Metal Building Assembler $0.00 $0.00 $0.00 $0.00 $0.00 Metal Building Assembter Hetper $0.00 $0.00 $0.00 $0.00 $0.00 Painter $14.83 $1.46 $0.55 $0.58 $17.42 Painter Helper $8.00 $0.00 $0.00 $0.00 $8.00 Pi efitter $18.85 $1.25 $0.01 $0.71 $20.82 Pipefitter Helper $12.83 $1.15 $0.02 $0.77 $14.77 Plasterer $17.25 $1.73 $0.09 $0.86 $19.93 Plasterer Helper $12.25 $1.23 $0.06 $0.62 $14.16 Plumber $20.43 $1.94 $0.01 $2.25 $24.63 Plumber Hetper $14.90 $1.91 $0.01 $0.90 $17.72 Reinforcing Steel Setter $10.00 $1.50 $1.00 $0.00 $12.50 Reinforcing Steel Setter Helper $0.00 $0.00 $0.00 $0.00 $0.00 Roofer $14.00 $0.00 $0.00 $0.00 $14.00 Roofer Helper $10.00 $0.00 $0.00 $0.00 $10.00 Sheet Metal Worker $16.96 $1.35 $0.35 $0.79 $19.45 Sheet Metal Worker Helper $12.31 $1.42 $0.02 $0.77 $14.52 Sprinkler Sstem instatler $18.00 $1.50 $0.00 $1.00 $20.50 Sprinkler System Installer Helper $9.00 $1.50 $0.00 $0.50 $11.00 Steel WorkerStructura[ $17.43 $1.33 $0.55 $0.41 $19.72 Steel Worker Structural Helper $0.00 $0.00 $0.00 $0.00 $0.00 Concrete Pump $20.50 $0.00 $0.00 $0.00 $20.50 Crane, Clamsheet, Sackhoe, Derrick, D'Line Shovel $17.76 $2.05 $0.07 $0.29 $20.17 Forklift $12.63 $0.70 $0.00 $0.00 $13.33 Foundation Drilt Operator $0.00 $0.00 $0.00 $0.00 $0.00 Front End Loader $10.50 $2.35 $0.31 $O.00 $13.16 Truck Driver $14.91 $1.73 $0.03 $0.50 $17.17 Welder $16.06 $1.72 $0.34 $0.70 $18.82 Welder Hetper $9.75 1 $1.85 $1.55 $0.80 $13.95 Construct Public Health Center and Construct Evans & Rosedale Development Parking Lot March 2008 I B General Decision Number: TX080043 02/08/2008 TX43 Superseded General Decision Number: TX20070045 State: Texas Construction Types: Heavy and Highway Counties: Collin, Dallas, Denton, Ellis, Grayson, Johnson, Kaufman, Parker, Rockwall, Tarrant and Wichita Counties in Texas. HEAvY AND HIGHWAY CONSTRUCTION PROJECTS IN WICHITA COUNTY ONLY. HIGHWAY CONSTRUCTION PROJECTS ONLY FOR REMAINING COUNTIES. Modification Number Publication Date 0 02/08/2008 SUTX2004-004 11/09/2004 Rates Air Tool Operator ...............$ 10.06 Asphalt Distributor Operator...$ 13.99 Asphalt paving machine operator$ 12.78 Asphalt Raker ..................$ 11.01 Asphalt Shoveler ...............$ 8.80 Batching Plant Weigher ......... $ 14.15 Broom or Sweeper Operator ...... $ 9.88 Bulldozer operator ...........$ 13.22 Carpenter ............. .... .....$ 12.80 Concrete Finisher, Paving ...... $ 12.85 Concrete Finisher, Structures..$ 13.27 Concrete Paving Curbing Machine Operator ...............$ 12.00 Concrete Paving Finishing Maching Operator ...............$ 13.63 Concrete Paving Joint Sealer Operator... ........... ........ $ 12.50 Concrete Paving Saw Operator...$ 13.56 Concrete Paving Spreader Operator .............. ......... $ 14.50 Concrete Rubber ................$ 10.61 Crane, Clamshell, Backhoe, Derrick, Dragline, Shovel Operator .......................$ 14.12 Electrician ....................$ 18.12 Flagger ........................$ 8.43 Form Builder/setter, Structures$ 11.63 Form Setter, Paving & Curb.....$ 11.83 Foundation Drill operator, Crawler Mounted ................$ 13.67 Foundation Drill Operator, Truck Mounted ..................$ 16.30 Front End Loader Operator ...... $ 12.62 Laborer, common ................$ 9.18 Laborer, Utility ...............$ 10.65 Mechanic .......................$ 16.97 Milling Machine Operator, Construct Public Health Center and Construct Evans & Rosedale Development Parking Lot March 2008 Fringes 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Fine Grade ................. .... $ 11.83 0.00 Mixer operator .................$ 11.58 0.00 Motor Grader Operator, Fine Grade ..........................$ 15.20 0.00 Motor Grader Operator, Rough...$ 14.50 0.00 oiler ..........................$ 14.98 0.00 Painter, Structures ............ $ 13.17 0.00 Pavement Marking Machine Operator .......................$ 10.04 0.00 Pipelayer ......................$ 11.04' 0.00 Reinforcing Steel Setter, Paving .........................$ 14.86 0.00 Reinforcing steel Setter, Structure ......................$ 16.29 0.00 Roller Operator, Pneumatic, Self -Propelled .................$ 11.07 0.00 Roller Operator, Steel Wheel, .Flat Wheel/Tamping............. $'10.92 0.00 Roller Operator, Steel Wheel, Plant Mix Pavement ... .......... $ 11.28 0.00 Scraper Operator ...............$ 11.42 0.00 Servicer .......................$ 12.32 0.00 Slip Form Machine Operator.....$ 12.33 0.00 Spreader Box operator .......... $ 10.92 0.00 Tractor operator, Crawler Type.$ 12.60 0.00 Tractor operator, Pneumatic .... $ 12.91 0.00 Traveling Mixer Operator.......$ 12.03 0.00 Truck driver, lowboy -Float ..... $ 14.93 0.00 Truck driver, Single Axle, Heavy.. .........................$ 11.47 0.00 Truck driver, Single Axle, Light... .....................$ 10.91 0.00 Truck Driver, Tandem Axle, Semi -Trailer.. .................$ 11.75 0.00 Truck Driver, Transit -Mix......$ 12.08 0.00 Wagon Drill; Baring Machine, Post Hole Driller Operator ..... $ 14.00 0.00 Welder .........................$ 13.57 0.00 Work Zone Barricade Servicer... ---------------------------------------------------------------- $ 10.09 0.00 Unlisted classifications needed for work not included within the scope of the classifications listed may be added after award only as provided in the labor standards contract clauses (29CFR 5.5 (a) (1) (ii)) . In the listing above, the "SUI, designation means that rates listed under the identifier do not reflect collectively bargained wage and fringe benefit rates. Other designations indicate unions whose rates have been determined to be prevailing. WAGE DETERMINATION APPEALS PROCESS 1.) Has there been an initial decision in the matter? This can be: Construct Public Health Center and Construct Evans & Rosedale Development Parking Lot March 2008 * an existing published wage determination * a survey underlying a wage -determination * a Wage and Hour Division letter setting forth a position on a wage determination matter * a conformance (additional classification and rate) ruling On survey related matters, initial contact, including requests for summaries of surveys, should be with the Wage and Hour Regional Office for the area in which the survey was conducted because those Regional Offices have responsibility for the Davis -Bacon survey program. If the response from this initial contact is not satisfactory, then the process described in 2.) and 3.) should be followed. With regard to any other matter not yet ripe for the formal process described here, initial contact should be with the Branch of Construction Wage Determinations. Write to: Branch of Construction Wage Determinations Wage and Hour Division U.S. Department of Labor 200 Constitution Avenue, N.W. Washington, DC 20210 2.) If the answer to the question in 1.) is yes, then an interested party (those affected by the action) can request review and reconsideration from the Wage and Hour Administrator (See 29 CFR Part 1.8 and 29 CRR Part 7). Write to: Wage and Hour Administrator U.S. Department of Labor 200 Constitution Avenue, N.W. Washington, DC 20210 The request should be accompanied by a full statement of the interested party's position and by any information (wage payment data, project description, area practice material, etc.) that the requestor considers relevant to the issue. 3.) if the decision of the Administrator is not favorable, an interested party may appeal directly to the Administrative Review Board (formerly the Wage Appeals Board). Write to: Administrative Review Board U.S. Department of Labor 200 Constitution Avenue, N.W. Washington, DC 20210 4.) All decisions by the Administrative Review Board are final. END OF GENERAL DECISION Construct Public Health Center and Construct Evans & Rosedale Development Parking Lot March 2008 WEA T HER T ABLE Month Average Days of Rain Inches of Rainfall Snow/ice Pellets January 7 1.80 1 February 7 2.36 March 7 2.54 April 8 4.30 0 May 8 4.47 0 .tune 6 3.05 0 July 5 1.84 0 August 5 2.26 0 September 7 3.15 0 October 5 2.68 0 November 6 2.03 December 6 1.82 ANNUALLY 77 32.30 1 (1) Mean number of days rainfall, 0.01" or more (2) Average normal precipitation, in inches .(3) Mean number of days 1.0 inch or more Less than 0.5 inches This table is based on information reported from Dallas -Fort Worth Regional Airport, Texas. Latitude 32 deg 54 min north, longitude 97 deg 02 min West, elevation (ground) 551 ft. Average number of days of rain, snow, and ice are based on records covering 27 years. Precipitation is based on record of 1941-1970 period This table is to be used as a basis for calculation of excess rain or weather days for projects with duration in calendar days. If the site records indicate that the Contractor was unable to carry out operations due to weather, it is counted as a weather day. If the number of weather days exceeds the number of average rain days plus the snowlice-pellet days for a given month, the contract period will be adjusted by Change Order. Construct Public Health Center and Construct Evans & Rosedale Development Parking Lot Marcia 2008 I PROJECT DESIGNATION SIGN 1-112, F D wm� on't-WORTH, Project Title Contractor. Contractors Name FUNDED BY (List Band Fund, etc) —SCHEDULED COMPLETION DATE YEAR IN 4 SIGN IS WHITE WITH BLUE BORDER AND LETTERING IN PMS 288. PROJECTTITLE, CONTRACTOR, BONG) AND COMPLETION DATE INFORMATION IS IN HELVETICA. CITY OF FORT WORTH LOGO 1S AVAILABLE IN A.VECTOR FORMAT FROM THE CITY of FORT WORTH REPROGRAPHICS PEPT. ALL COPY IS IN PMS 288, THE "[MOLLY" LOGO IS PMS 167. Construct Public Health Center and Construct Evans & Rosedale Development Parking Lot March 2008 City of Fort Worth, Texas Transportation Public Works Department Facilities Management GrouplArchitecturai Services Division GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION LUMP SUM CONTRACT SECTION A DEFINITIONS, PROCEDURES AND INTERPRETATIONS A 1 CONTRACT DOCUMENTS: By the term Contract Documents is meant all of the written and drawn documents setting forth or affecting the rights of the parties, including but not necessarily limited to, the Contra ct, Notice to Bidders, Propos al, General Conditions, Special Conditions, Specifications, Plans, Bonds and all Addenda, Amendments signed by all parties, Change Orders, written Interpretations and any written Fiel d Order for a minor change in the Work. A-2 ENTIRE AGREEMENT: The Contract Documents represent the entire agreement between the Parties, and no prior or contemporaneous, oral or written agreements, instruments or negotiations shall be construed as altering the terms and effects o f the Contract Documents. Alter being executed, the Contract Documents can be changed only by a written Amendment signed by the Contractor and the Owner, or Change order, or by a written Field Order for a minor change. A 3 WORK: By the term Work is meant all labor, supervision, ma terials and equipment necessary to be used or incorporated in order to produce the construction required by Contract Documents. A-4 EXECUTION OF THE CONTRACT DOCUMENTS: The Contract Documents shall be exec uted in six originals, with all required attachments, including required bonds and Insurance certificates, by the Contractor and the Owner in such form as may be prescribed by law and returned to the Owner within ten business days of notification to Contractor. Failure to execute contrac is and provide required enclosures will be grounds for revocation of award and taking of Bid Bond. A-5 FAMILIARITY WITH PROPOSED_WORK: Before filing a Proposal, the bidder shall examine carefully the, plans, specifications, special provisions, and the form of contract to be entered into fo r the work contemplated. He shall examine th a site of work and satisfy himself as to the conditions that will be encountered relating to the character, quality and quantity of wo rk to be performed and materials to be furnished. The filing of a bid by the bidder shall be considered evidence that he has complied with these requirements and has accepted t he site as suitable for the work. Claims for additional compensation due to vari aeons between conditions actually encount ered in construction and as indicated b y the plans will not be allowed. A-6 ONE UNIFIED CONTRACT: Insofar as possible, the Contract Documents will be bound together and executed as a single unified Contract, The intention of the Contract Document s being to provide for all tabor, supervision, materials, equipm ent and other items necessary for the proper execution and completion of the Work. Words that have we II -recognized technical or trade meanings are used herein in accordance with such recognized meanings. A-7 DIVISION OF WORK: The arrangement of Drawings and/or Specifications into Divisions, Sections, Articles, or other Subdivisions shall not be binding upon the Contractor in dividing the work among Subcontractors or Trades. A-B INTERPRETATIONS: The Architect will fumish such Interpretations of the Plans and Specifications as may be necessary for the proper execution or progress of the work. Such Inlerp retations shall be furnished at the Instance of the Architect or at the request of the Contractor, or Owner, and will be issued with reas onable promptness and at such times and In accordance with sue h schedule as may be agreed upon. Such Interpretations shall be consistent with the purposes and intent of the Plans and Specifications and may be effected by Field Order. In the event of any dispute betw een any of the parties to the Contract and the Architect or each other involving the interpretation of the Contract Documents, the evaluation of work or materials performed o r furnished by the Architect Contractor, or any subcontractor or materialsman, or involving any question of fault or liability of any party, the decision of the Owner shall be final and binding. In the event of inconsistency in the contract documents, the following sequence for interpretation shall be used in order of precedence: Change Orders and/or Field Orders (by date of issuance); Addenda (by date of issuance); Drawings; Notes and dimensions on Drawings; Technical Specifications; Special Provisions; Supplementary General Conditions; General Conditions; and, Construction Contract. A-9 COPIES OF WORKING DRAWINGS AND SPECIFICATIONS: The Architect will furnish to Contractor free of charge 15 sets of working Drawings and 15 sets of S pec€fications. Contractor shall pay the co st of reproduction for all other copies of Drawings and Specifications furnished to him. All Drawings, Specifications and copies thereof furnished by the Owner or the Architect are and shall remain the property of th e Owner. They are not to be used on any other project and, with the exception of one Contract set for each Party to the Contract , are to be returned to the Owner on request at the completion of the work. General Conditions for Facility Construction Lump Sum Contract Construct Public Health Center and Construct Evans and Rosedale Development Parking Lot March 2008 Page 1 of 30 A-10 MINORITY AND WOMEN BUSINESS ENTERPRISE (M/WBE) POLICY: The City of Fort Worth has goals for the participation of Minority and Women Business Enterprises (MIWBE) in City contracts. Compliance with the policies designed to meet these goals is mandatory in order to be considered a responsive bidder. The City policy and procedures to be followed in submitting bids is included. The City of Fort Worth MWBE Program will take precedence over other subcontractor utilization programs on Block Grant and other federally funded Projects. A-11 CORRELATION AND INTENT: In general, the drawings indicate dimension, locations, positions, q uantities, and kinds of construction; the specifications indicate the quality and construction procedures required. Work indicated on the drawings and not specified of vice versa, shall be furnished as though set forth in both. Work not detailed, marked or specified shall be the same as similar parts that are detailed, marked or specified. If the drawings are in conflict or conflict with the specifications the better quality or greater quantity or work or materials shall be estimated and shall be furnished or lnciuded. Dimensions on drawings shall take precedence over small-scale drawings. Drawings showing locations of equipment, piping, ductwork, electrical apparatus, etc., are diagrammatic and job conditions may not allow installation in the exact location shown. Relocation shall not occur without the Architects approval. A 12 AGE: In accordance with the policy ("Policy") of the Executiv a Branch of the federal government. Contractor cove nants that neither it nor any of its officers, members, agents, employees, program participants or subcontractors, while engaged in performing this contract, shall, in connection with the employment, advancement or discharge of employees or in connection with the terms, conditions or privileges of t heir employment, discriminate against persons because of th eir age except on the basis of a bona fide occupational qualification, retirement plan or statutory requirement_ Contractor further covenants that neither it nor its officers, members, agents, employees, subcontractors, program participants, or persons acting on their behalf, shall specify, in solicitations or advertisements for employees to work on this contract, a maximum age limit for such employment unless the specified maximum age limit is based upon a bona fide occupational qualification. retirement plan orstatutory equipment. Contractor warrants It will fully comply with the Policy and will defend, indemnify and hold City harmless against any claims or allegations asserted by third parties or subcontractor against City arising out of Contractor's and/or its subcontractors' alle ged failure to comply with the above referenced Policy concerning age discrimination in the performance of this agreement. A 13 DISABILITY: In accordance with the provisions of the Americans With Disabilities Act of 1990 ("ADA"), Contractor warrants that it and any and all of its subcontractors will not unlawfully discriminate on the basis of disability in the provision of services to the general public, nor in the availability, terms and/or conditions of employment for applicants for employment with, or employees of Contractor or any of its subcontractors. Contractor warrants it will fully comply with ADA provisions and any other applicable federal, state and local laws concerning disability and will defend, Indemnify and hold City harmless against any claims or allegations asserted by third parties or subcontractors against City arising out of Contractor's and/or its subcontractors' alleged failure to comply with the above -referenced laws concerning disability discrimination in the performance of this agreement. SECTION B IDENTITY OF ARCHITECT B-1 CONTRACT ADMINISTRATION: Where the term "Arch€teal' is used in the "General Conditions of the Contract for Construction", it shall refer to the Di rector, Transportation and Public Works or his designated Building Construction Manager. The Director, Transportation will designate a Project Manager and Building Construction Manager (BCM) to administer this contract and perform the functions of the "Architect" as Indicated in the General Conditions. The design architect or engineer may also be designated to perform the duties of "Architect". The term "Cit y" and 'Owner" are used interchangeably and refer to the City of Fort Worth as represented by the Director of Transportation and Public Works or his designated rep resentative. 13-2 TERMINATION AND SUSPENSION OF WORK: The Owner has the right to terminate the Project for an y reason. If the project is terminated, the Contractor shalt: a) Stop work under the Contract on the date and to the extent specified on the notice of termination. b) Piece no further orders or subcontracts except as may be necessary for the completion of the work not terminated. c) Terminate all orders and subcontracts to the extent that they relate to the performance of the work terminated by the notice of termination. After termination as above, the City will pay the Contractor a proportionate part of the contract price based on the work completed; provided, however, that the amount of payment on termination shall not exceed the total contract price as reduced by the portion thereof allocatable to the work not completed and further reduced by the amount of payments, if, any otherwise made. Contractor shall submit Its claim for amounts due after to rminalion as provided in this paragra ph within 30 days after receipt of such cla €m. In the event of any dispute or controversy as to the propriety or allowabllity of all or any portion of such claim under this paragraph, such dispute or controversy shall be resolved and be decided by the City Council of the City of Fort Worth, and the decision by the City Council of the City of Fort Worth shall be final and binding upon all parties to this contract. General Conditions for Facility Construction Lump Sum Contract Construct Public Health Center and Construct Evans and Rosedale Development Parking Lot March 2008 B-3 DUTIES OF TH E ARCHITECT: As used herein, the term Architect means t he Architect or his authorized represent alive. Nothing contained in these Contract Documents shall create an y privily of Contract between the Architect and the Contractor. B-4 ARCHITECT AS REPRESENTATIVE OF THE OWNER: The Building Construction Manager will provide general administration of the Contract on behalf of the Owner and will have authority to act as the representative of the Owner to the extent provided in the Contract Documents unless changed in writing by the Owner. The Architect will be available for conferences and consultations with the Owner or the Contractor at all reasonable times. B-5 ACCESS TO JOB SITES: The Architect shall at all times have access to the Work whenever It is in preparation and progress. The Contractor shall provide facil€ties for such access so the Architect may perform its assigned functions under the Contract Documents. The Architect will make periodic visits to the Site to familiarize himself with the progress and quality of the work and to determine if the work is proceeding in accordance with the Contract documents. On the basis of on -site observations, the Architect will keep the Owner informed of the progress of the Work and will endeavor to guard the Owner against defects and deficiencies in the Work of the Contractor. Based upon such observations a nd the Contractor's applications for payments, the Building Construction Manager will make determinations and recommendations concerning the amounts owing to the Contractor and will issue certificates for payment amounts. S-6 INTERPRETATIONS: The Architect will be, in the first instance, the interpreter of the requirements of the Plans and Specifications and the judge of the performance thereunder by the Contractor, subject to the final decision of the Ow ner. The ArchitecCs decisions in matters relating to artistic effect will be final if consistent with the intent of the Contract Documents. 8-7 AUTHORITY TO STOP WORK: The BCM will have authority to reject work that does not conform to the Plans and Specifications. I n addition, whenever, in its reasonable opinion, th a BCM considers it necessary or advisable In order to insu re the proper realization of the intent of the Plans and Specifications, the BCM will have authority to require the Contractor to stop the Work or any portion thereof, or to require special inspection or testing of the Work whether or not such Work be then fabricated, installed or completed. 13-5 MISCELLANEOUS DUTIES OF ARCHITECT Shen Drawings. The Architect will review Shop Drawings and Samples. Two copies of each approved Shop Drawing and submittal will be provided to the Owner by the Architect. Th ree copies will be returned to the Contractor. Change Orders. Change Orders and Field Orders for Minor Changes in the Work will be issued by the Owner Guarantees. The Owner will receive all written guarantees and related documents required of the Contractor. Upon completion of the project the Contractor shall provide the Owner five copies of each guarantee. Inspections The Owner will conduct inspections for the purpose of determining and making his recommendations concerning the dates of substantial completion and final completion. The Architect will conduct the final acceptance inspection and issue the Certificate of Completion. Operation_ and_ Maintenance Manuals The Owner will receive six copies of all applicable equipment installation, operation, and maintenance brochures and manuals required of the Contractor. B-9 TERMINATION OF THE ARCHITECT: In case of the termination of the employment of the Architect by the Owner, the Owner shall either assume the duties of the Architect through the Director of the Department of Transportation and Public Works, or shall appoint a successor Architect against whom the Contractor makes no reasonable objection. SECTION C OWNER C-9 IDENTIFICATION: By the term Owner is meant the City of Fort Worth acting herein by its duly authorized representatives in the manner provided by law. Authorized representatives include the City Manager, Assistant City Manager, the Director and of Transportation and Public Works Department and members of the Facilities Management Division. Generally speaking a designated representative will be a Building Construction Manager identified from within the Facilities Management Group to act as a point of contact for da y-to-day contract administration. C-2 DUTIES OF THE OWNER: The Owner shall furnish surveys describing the physical characteristics, legal limits and utility locations for the site of the Work; provided, he wever, that the Contractor hereby covenants that he has inspected the premises and familiarized himself therewith and that the locations of utilit ies and other obstacles to the pros eculion of the Work as show n on the Owners survey are for information only, are not binding upon the Owner, and the Owner shall not Incur any liability for loss or damage by virtue of any inaccuracies or deficien cies In such surveys. The Owner shall secure and pay for title to the site and all necessary permanent or construction easements. The Owner will cooperate with the Contractor in the prosecution of the Work in such manner and to such extent as may be reasonable and shall furnish information under its control w ith reasonable promptness at the request of the Contractor. General Conditions for Facility Construction Lump Sum Contract Construct Public Health Conte r and Construct Evans and Rosedale Development Parking Lot March 2008 General Conditions for Facility Construction Lump Sum Contract Construct Public Health Conte r and Construct Evans and Rosedale Development Parking Lot March 2008 C-3 INSTRUCTIONS: The Owner shall issue all instructions to the Contractor through the BCM. C-4 ACCESS TO JOB SITE: The Owner shall at all times have access to the Work whenever it is in preparation and progress. The Contractor shall provide facilities for such access so the Owner may perform its assigned functions under the Contract Documents. C-5 PROGRESS INSPECTIONS: The Owner will make visits to the Site to familiarize themselves with the progress and quality of the Work and to determine if the work is proceeding in accordance with the Contract documents. On the basis of on -site observations and reports concerning the progress and quality of the work, the Owner will approve and authorize the Contractofs applications for pa yments. C-6 AUTHORITY TO STOP WORK: The Owner will have authority to reflect work that does not conform to the Plans a nd Specifications. Whenever, in its reasonable opinion, the Owner considers it necessary or advisable in order to insure the proper realization of the intent of the Plans and Specifications, the Owner will have authority to require the Contractor to stop the work or any portion thereof, or to require the Contractor to stop the Work or any portion thereof, or to require special Inspection or testing of the Work whether or not such Work be t hen fabricated, installed or completed. C-7 SUBSTANTIAL COMPLETION INSPECTION: Upon agreement of the Contractor and Architect that the Work is substantially complete, the Owner will schedule a Substantial Completion Inspection to be conducted by the Architect and attended by representatives of the Architect, Owner and Contractor. Items identified during this inspection as being incomplete, defect€ ve or deficient shall be incorporated into a punch list and attached to the AIA document G704, which is to be prepared and signed by the Contractor, and accepted, approved and signed by the Owner. C-8 RIGHT TO AUDIT: Contractor agrees that the City shall, until the expiration of three years after final payment under this contract, have access to and the right to examine any directly pertinent books, documents, papers and records of the Contractor involving transactions rola ling to this contract. Contractor further agrees to include In all his subcontracts hereunder a provision to the effect that the subcontractor agrees that the City shall, until the expiration of three years after final payment under the subcontract, have access to and the right to examine any directly pertinent books, documents, papers and records of such subcontractor, involving transactions to the subcontract. The term "subcontract" as used herein includes purchase orders. Contractor agrees to photocopy such documents as may be requested by the city. The city agrees to reimburse Contractor for the costs of copies at the rate published in the Texas Administrative Code. SECTION D CONTRACTOR D-1 IDENTIFICATION: The Contractor is the person or organization identifi ed as such in the Contract. The term Contractor means the Contractor or his authorized representative. D-2 INDEPENDENT CONTRACTOR: Contractor shall perform all work and services hereunder as an independent contractor, not as agent, or employee of the City. Contractor shall have exclusive control of and the exclusive right to control the details of the Work and services performe d hereunder, and all persons performing same, and Contractor shall be solely responsible for the acts of its officers, agents, and emplo yees. Nothing herein shall be construed as creating a partne rship or joint enterprise between City and the Contractor, its officers, agents and emplo yees, and the doctrine of respondeat superior shall not apply. D-3 SUBLETTING: It is further agreed that the performance of this Cc ntract, either in whole or in part, shall not be sublet or assigned to anyone else by said Contractor without the written consent of the Director of Transportation and Public Works of the City of Fort Worth. D-4 REVIEW OF CONTRACT DOCUMENTS: The Contractor shall carefully study and compare the Agreement, Conditions of the Contract, Drawings, Specifications, Addenda and modifications and shall at o nee report to the Owner and to the Architect any error, Inconsistency or omission he may discover. The Contractor shall do no work without Drawings, Specifications and Interpretations. D-5 SUPERVISION: The Contractor shall supervise and direct the Work, using his best skill and attention. He shall be solely responsible for all construction means, methods, safety, techniques, sequences and procedures and for coordinating all portions of the Work under the Contract Documents. 0-6 LABOR AND MATERIALS: Unless otherwise specifically noted, the Contractor shall provide and pay for all labor, materials, equipment, tools, construction equipment and machinery, water, heat, utilities, transportation and other facilities and services necessary for the proper execution and completion of the Work. The successful low bidder will use its reasonable best efforts to hire local laborers, workmen and materialmen. The general condition is not to be constructed as limiting the right of any bidder to employee laborers, workmen or materialmen from outside local area. General Conditions for Facility Construction Lump Sum Contract Construct Public Health Cente r and Construct Evans and Rosedale Development Parking Lot March 2008 The Contractor shall at all times enforce strict discipline and good order among his employees, and shall not employ on the Work any unfit person or anyone not skilled in the task assigned to him. D 7 COMPLIANCE WITH AND ENFORCEMENT OF PREVAILING WAGE RATE Duty to pay Prevailing Wage Rates, The Contractor shall comply with all requirements of Chapter 2258, Texas Govern ment Code (Chapter 2258), including the payment of not less than the rat es determined by the City Council of the City of Fort Worth to be the prevailing wage rates in accordance with Chapter 2258. Such prevailing wage rates are included in these contract do cuments. Penalty for Violation. A contractor or an y subcontractor who does not pay the prevailing wage shall, upon demand m ade by the City, pay to the City $60 for each worker employed for each calenda r day or part of the day that the worker is paid less than the prevailing wage rates stipulated in these contract d ocumenls. This penalty shall be retained by the City to offset its ad ministrative costs, pursuant to Texas Govern ment Code 2258.023. Complaints of Violations and City Determination of Good Cause. On receipt of information, including a complaint b y a worker, concerning an alleged violation of 2258.023, Texas Government Code, by a contractor or subcontractor, the City shall make an initial determination, before the 31"day after the date the City receives the information, as to whether good cause exists to believe that the violation occurred. Th a City shall notify in writing the contractor or subcontractor and any affected worker of its initial determination. Upon the City's determination that there is good cause to believe the contractor or sub contractor has violated Chapter 2258, the City shall retain the full amounts claimed by the claimant or claimants as the difference between wages paid and wages due under the prevailing wage rates, such a mounts being subtracted from successive progress payments pending a final determination of the violation. Arbitration Required if Violation Not Resolved. An issue relating to an alleged violation of Section 22 58.023, Texas.Government Code, including a penalty owed to the City or an affected worker, shall be submitted to binding arbitration in accordance with the Texas General Arbitration Act (Article 224 at seq., Revised Statutes) if the contractor or subcontractor and an y affected worker do not resolve the issue b y agreement before the 15th day after the date the City makes its initial determination pursuant to paragraph (c) above, If the persons required to arbitrate under this section do not agree on an arbitrator before the 11th day after the date that arbitration is req uired, a district court shall appoint an arbitrator on the petition of any of the persons. The City is not a party in the arbitration. The decision and award of the arbitrator is final and binding on all parties and may be enforced in any court of competent jurisdiction, Records to be Maintained. The Contractor and each subcontractor shall, for a period of three (3) years following the date of acceptance of the Work, maintain records that sho w (i) the name and occupation of each worker employed by the Contractor in the construction of the Work provided for in this contract; and (li) the act ual per diem wages paid to each worker. The records shall be open at all reasonable hours for inspection by the City. The provisions of the Audit section of these contract docume nts shall pertain to this inspection. Pay Estimates_ With each partial payment estimate or payroll period, whichever is less, the Contractor shall submit an affidavit stating that the Contractor has complied with the requirements of Chapter 2258, Texas Government Code. Posting of Wage Rates. The Contractor shall post the prevailing wa ge rates in a conspicuous place at the site of the p roject at all times. Subcontractor Compliance. The Contractor shall include in its subcontracts and/or shall otherwise require all of its subcontractors to comply with paragraphs (a) through (g) above. On projects where special wage rates apply (e.g. Davis -Bacon) the Contractor agrees to meet all requirements of such programs. D-8 WARRANTY: The Contractor warrants to the Owner and the Architect that all materials and equi pment furnished under this Contract will be new unless otherwise specified, and that all work will be of good quality, free from faults and defects, and in .conformance with the Contract Documents. All work not so conforming to these standards may be considered defective. If required by the Architect or the Owner, the Contractor shall furnish satisfactory evidence as to the kind and quality of materials and equipment. The warranty provided In this Section shall be in addition to and not in limitation of any other warranty or remedy provided by law or the Contract Documents, D-9 TAXES: The Contractor is exempt from State Sales Tax an material incorporated into the finished construction, Excise and Use Tax. D-10 LICENSES, NOTICES AND FEES: The Contractor shall obtain all Permits, Licenses, Certificates, and Inspections, whether permanent or temporary, required by law or these Contract Documents. The Contractor shall give all Notices and comply with all Laws, Ordinances, Rules, Regulations and Orders of any public authority bearing on the performance of the Work. If the Contractor observes or becomes aware that any of the Contract Documents are at variance therewith in any respect, he shall prompfly notify the Architect Owner in writing and any necessary changes will be made. If the Contractor performs any Work knowing that it is in violation of, or contrary to, any of such Laws, Statutes, Charter, Ordinances, General Conditions for Facility Construction Lump Sum Contract Construct Public Health Cente r and Construct Evans and Rosedale Development Parking Lot March 2008 Orders or Directives, or Regulations without furnishing Notice to the Owner, the Contractor will assume full responsibility therefore and bear atl costs attributable thereto. General Conditions for Facility Construction Lump Sum Contract Construct Public Health Center and Construct Evans and Rosedale Development Parking Lot March 2008 D-11 CASH ALLOWANCES: The Contractor shall include in the Contract Sum all allowances stated in the Contract Documents. These allowances shall coverthe net cost of the materials and equipment delivered and unloaded at the site, and all applicable taxes. The Contractor's handling costs on the site, labor, installation costs, overhead, profit and other expenses contemplated for the original allowance shall be included in the Contractor Sum and not in the allowance. The Contractor shall cause the Work covered by these allowances to be performed for such amounts and by such persons as the Owner may direct, but he will not be required to employ persons against whom he makes a reasonable objection. If the cost, when determined, is more than or less than the allowance, the Contract Sum shall be adjusted accordingly by Change Order which will include additional handling costs on the site, labor, installation costs, field overhead, profit and other direct expenses resulting to the Contractor from any increase over the original allowance. D-12 SUPERINTENDENT: The Contractor shall employ a comp etent superintendent and necessary assistants who shall be in attendance at the Project site during the progress of the Work. The superintendent shall be satisfactory to the Contractor and the Owner. The superintendent shall represent the Contractor and all communications given to the superintendent shall be binding as if given to the Contractor. Important communications will be confirmed in writing. Other communications will be so confirmed on written request in each case. 0-13 RESPONSIBILITIES FOR EMPLOYEES AND SUB -CONTRACTORS: The Contractor shall be responsible to the Owner for the acts and omissions of all his employees and all Sub -contractors, their agents and employees, and all other persons performing any of the Work under a contract with the Contractor. D-14 FAILURE TO COMMENCE WORK: Should the Contractor fail to begin the Work herein provided for within the time herein fixed or to carryon and complete the same according to the true meaning of the intent and terms of said Plans, Specifications and Contract Documents, then the Owner shall have the right to el Cher demand the surety to take over the Work and complete same in accordance with the Contract Documents or to take charge of and complete the Work in such a manner as It may deem proper, and if, in the completion thereof, the cost to the said City shall exceed the contract price or prices set forth in the said plans and specifications made a part hereof, the Contractor and/or its Surety shall pay said City on demand in writing, setting forth and specifying an itemized statement of the total cost thereof, said a xcess cost. D-15 PROGRESS SCHEDULE: The Contractor, immediately after being awarded the contract, shall prepare and submit for the Architecfs approval, an estimated progress schedule for the Work. The progress schedule shall be related to the entire Project. This schedule shall indicate the d ates for the starting and completion of the various states of construction and shall be revised as required by the conditions of the Work, subject to the Architect's approval. It shall also indicate the dates for submission and approval of shop drawings and submittals as well as the delivery schedule for major pieces of equipment and/or materials. The Contractor shall submit an updated progress schedule the BCM at least monthly for approval along with the Contractor's monthly progress payment requests. D-16 DRAWINGS AND SPECIFICATIONS AT THE SITE: The Contractor shalt maintain at the site fo r the Owner one copy of all Drawings, Specifications, Addenda, approved Shop Drawings, Change Orders, and other Changes and Amendments in good order and marked to record all changes made during construction. These shall also be available to the Architect. The Drawings, marked 1a record all changes made during construction, shall be delivered to the Owner upon completion of the Work. The Architect Will prepare, and provide to the Owner, one complete set of reproducible record drawings of the Work. D-17 SHOP DRAWINGS AND SAMPLES: Shop Drawings are drawings, diagrams, illustrations, schedules, performance .charts, brochures and other data which are prepared by the Contractor or any Subcontractor, manufacturer, supplier or distributor, and which illustrate some portion of the Work. Samples are physical examples furnished by the Contractor to illustrate materials, equipment or workmanship, and to establish standards by which the Work will be Judged. The Contractor shall review, stamp with his approval and submit, with reasonable promptness and in orderly sequence so as to cause no delay in the Work or in the work of a ny other contractor, normally within the first 90 days of the work, six copies of all shop Drawings and Samples required by the Contract Documents or subsequently by the Architect as covered by changes or amendments. Shop Drawings and Samples shall be properly identified as specified, or as the Architect may require. At the time of submission the Contractor shall inform the Architect in writing of any deviation in the Shop Drawings or Samples from the requirements of the Contract Documents. By approving and submitting Shop Drawings and Samples, the Contractor thereby represents that he has determined and verified all field measurements, field construction criteria, materials, catalog numbers and similar data, and that he has checked and coordinated each shop drawing given in the Contract Documents. The Architect's approval of a separate item shall not indicate approval of an assembly in which the item functions. The Architect will review and approve Shop Drawings and Samples with reasonable promptness so as to cau se no delay, but only for conformance with the design concept of the Project and with the Information given in the Contract Documents. The Architect' s approval of a separate item shall not Indicate approval of an assembly in which the item functions. The Contractor shall make any corrections required by the Architect and shall resubmit the required number of corrected copies of Shop Drawings or new Samples until approved. The Contractor shall direct specific attention in writing or on resubmitted Shop Drawings to revisions other than t he corrections requested by the Architect on previous submissions. General Conditions for Facility Construction Lump Sum Contract Construct Public Health Cente r and Construct Evans and Rosedale Development Parking Lot March 2008 The Architects approval of Shop Drawings or Samples shall not relieve the Contractor of responsibility for any deviation from the requirements of the Contract Documents unless the Contracto r has informed the Architect in writing of such deviation at the tim a of submission and the Architect has given written approval to the specific deviation. Architects approval shall not relieve the Contractor from responsibility for errors or omissions in the Shop D rawings or Samples. No portion of the Work requiring a Shop Drawing or Sample submission shall be commenced until the Architect has approved the submittal. All such portions of the Work shall be in accordance with approved Shop Drawings and Samples. D-18 SITE USE: The Contractor shall confine operations at the site to areas permitted by law, ordinances, permits and the Contract Documents and shall not unreasonably encumber the site with any materials or equipment. Until acceptance of the Work by the City Council of the City of Fort Worth, the entire site of the Work shall be under the exclusive control, care and responsibility of the Contractor. Contractor shall take every precaution against injury or damage to persons or property by the action of the elements or from any other cause whatsoever. The Contractor shall rebuild, repair, restore and make good at his own expenses all injuries or damages to any portions of the Work occasioned by any of the above, cau sed before acceptance. D-19 CUTTING AND PATCHING OF WORK. The Contractor shall do all cutting, fitting or patching of his Work that may required to make its several parts fit together properly, and shall not endanger a ny Work by cutting, excavating or otherw ise altering the Work or any part of It. D-20 CLEAN UP: The Contractor at all times shall keep the p remises free from accumulation of waste materials or rubbish. At the completion of the Work he shall remove all his waste materials and rubbish from and about the Project as well as all his tools, construction equipment, machinery and surplus materials, and shall clean all glass surfaces and leave the Work "Broom -clean" or its equivalent, except at otherwise specified. In addition to remova I of rubbish and leaving the build ings "broom -clean', Contractor shall clean all glass, replace any broken glass, remove stains, spot s, marks and dirt from decorated work, clean hardware, remove paint spots and smears from all surfaces, clean fixtures and wash all concrete, tile and terrazzo floors. If the Contractor fails to clean up, the Owner ma y do so, and the cost thereof shall be charged to the Contractor. D-21 COMMUNICATIONS: As a general rule, the Contractor shall forward all communications to the Owner through the BCM. D-22 CONTRACTOR REQUIREMENTS ON FEDERALLY FUNDED PROJECTS: Contractor shall observe and comply with the requirements of the City of Fort Worth Fiscal Department, intergovernmental Affairs and Grants Management as outlined in the Supplemental Conditions contained in the Project Manual SECTION E SUBCONTRACTORS E-1 DEFINITION: A Subcontractor is a person or organization that has a direct contract with the Contractor to perform any of the Work at the site. The term Subcontractor is referred to throughout the Contract Documents as if singular in number and masculine in gender and means a Subcontractor or his authorized representative. Nothing contained in the Contract, Documents shall create any contractual relation between the Owner and the Architect and any subcontractor or any of his sub -subcontractors or materialmen. E-2 AWARD OF SUBCONTRACTS: The bidder shall furnish a list of the names of the subcontractors or other person s or organizations (including those who are to furnish materials or equipment fabricated to a special design) proposed for such portions of the Work as may be designated in the bidding requirements, or if none Is so designated in the bidding requirements, the names of the Subcontractors proposed for the principal portions of the Work. Prior to the award of the Contract, the Architect shall notify the successful bidder in writing if either the Owner or Architect, after due investigation, has reasonable objection to any person or organization on such list. Failure of the Ow ner and Architect to make an objection to an y person or organization on the list prior to the award of this Contract shall not constitu to acceptance of such person or o rganization. If, prior to the award of the Contra ct, the Owner or Architect has an objective to any person or organization on such list, and refuses 10 accept such person or organization, the apparent low bidder may, prior to the award, withdraw his bid without forfeiture of bid security. If such bidder submits an acceptable au bstitute, the Owner may, at its discretion, accept the bid or he may disqualify the bid. If, after the award, the Owner or Architect objects in w rifing to any person or organization on such list, the C ontractor shall provide an acceptable substitute. The Contractor shall not make any substitution for any Subcontractor or person or organization that has been accepted by the Owner and the Architect, unless the substitution is also acceptable to the Owner and the Architect. E-3 TERMS OF SUBCONTRACTS. All worts performed for the Contractor by a Subcontractor shall be pursuant to an appropriate agreement between the Contractor and the Subcontractor (and where appropriate between Subcontractors and Sub - subcontractors) which shall contain provisions that: 1. Preserve and protect the rights of the Owner and the Architect under the Contract with respect to the Work to be performed under the subcontract so that the subcontracting thereof will not prejudice such rights; General Conditions for Facility Construction Lump Sum Contract. Construct Public Health Center and Construct Evans and Rosedale Development Parking Lot March 2008 2. Require that such Work be performed in accordance with the requirements of the Contract Documents; 3_ Require submission to the Contractor of applications for pa yment under each subcontract to which the Contractor is a party, in reasonable time to enable the Contractor to apply for payment; 4. Require that all claims for addition at costs, extensions of time, dam ages for delays or otherwise with respect to subcontracted portions of the Work shall be submitted to the Contractor (via any Subcontractor or Sub -subcontractor where appropriate) in the manner provided in the Contract Documents for like claims by the Contractor upon the Owner; 5. Waive all rights the contracting p arlies may have against one another for damages caused by fire or other perils covered by the property insurance, except such rights, if any, as they may have to proceeds of such insurance held by the Owner, and, 6. Obligate each Su bcontractor specifically to consent to the provisions of this Section All of the provisions set out in this section shall be deemed to have been included in every subcontract, and every subcontract shall be so construed and applied as to the Owner and the Architect, whether or not such provisions are physically included in the sub- contract. E-4 MINORITY AND WOMEN BUSINESS ENTERPRISE M/WBE : Should the base bid be less than $25,000, the requirements of this section do not appl y_ General: In accordance with City of Fort Worth Ordinance No 15530 (the "Ordinance"), the City of Fort Worth sets goals for the participation of minority and women business enterprises (MfWBE) in City contracts. Ordinance No 15530 is incorporated in these General Conditions by reference. A copy of the Ordinance may be obtained from the Office of th a City Secretary. Failure to comply with the Ordinance shall be a material breach of co ntract. Prior to Award: The M1WBE documentation required by the procurement solicitation must be submitted within five city business days after bid opening. Failure to comply with the City's MWWBE Ordinance, or to demonstrate a "good faith effort", shall result in a bid being considered non -responsive. During Construction: Contractor shall provide copies of subcontracts or cosigned letters of intent with approved MWWBE subcontractors and or suppliers prior to Issuance of the Notice to Proceed. Contractor shall also provide monthly reports on utilization of the subcontractors to the MWWBE Offi re and the Construction Manager. Contractor must provide the City with complete and accurate information regarding actual work performed by an MIWBE on the contract and proof of payment thereof, Contractor further agrees to permit an audit and/or examination of any books, records or files in its possession that will substantiate the actual work performed by an MlWBE. The misrepresentation of facts and/or the commission of fraud by the Contractor will be grounds for termination of the contract and/or Initiating action under appropriate federal, state, or local laws or ordinances relating to false statement. An offeror who intentionally and/or knowingly misrepresents material facts shall be determined to be an irresponsible offeror and barred from participating in City work for a period of time of not less than three (3) years. The failure of an offeror to comply with this ordinance where such non-compliance constitutes a material b reach of contract as stated herein, may result in the offeror being determined to be an irresponsible offeror and barred from participating in City work for a period of time of not less than one (•1) year. The Contractor may count toward the goal any tier of MWBE subcontractors and/or suppliers, Th a Contractor may count toward its goal a portion of the total dollar amount of the contract w ith a joint venture equal to the percentage o f the MWWBE participati on in the joint venture for a clearly defined portion of the work to be performed. All subcontractors used in meeting the goals must be certified prior to the award of the Contract. Change Orders: Whenever a change order affects the work of an MWWBE subcontractor or supplier, the MWWBE shall I be given an opportunity to perform the work. Whenever a change order Is $50,000 or more, the MWWBE Coordinator shall determine the goals applicable to the work to be performed under the change order. During the term of the contract th a Contractor shall: 1. Make no unjustified changes or deletions in its MWWBE participation commitments s ubmitted with the bid/proposal or during negotiation, without prier submission of the prop er documentation for review and approval by the MWBE Office. 2. If substantial subcontracting and/or supplier opportunities arise during the term of any contract when the Contractor represented in its bid/proposal to the City that it alone would perform the subcontraclingfsupplier opportunity work, the Contractor shall notify the City before subcontracts for work and/or supplies are awarded and shall be required to co mply with subsections 12.3 and 12.4 of t he 00rdinance, exclusive of the time requirements staled in such subsections. 3. The Contractor shall submit to the MWWBE Office to r approval an MWWBE REQUEST FOR APPROVAL OF CHANGE FORM, if, during the term of any contract, the Contractor wishes to change or delete one or more M1WBE subcontractors or suppliers. Justification for change of subcont ractors ma y be granted for the following: 1. An MlWBE'sfailure to provide Workers' Compensation Insurance evidence as required by state law; or 2. An M/WBE's-failure to provide evidence of general liability or other Insurance — General Conditions for Facility Construction Lump Sum Contract Construct Public Health Cente r and Construct Evans and Rosedale Development Parking Lot March 2008 under the same or similar terms as contained in the Contract Docu ments with limits of coverage no greater than the lower of 1) the limits required of the Contractor by the City; or 2) the limits contained in the Contractor's standard subcontract or supply agreements used on other projects of similar size and scope an d within the Contractor's normal business practice with non- M/WBE subcontractor sfsubconsu Itant's or suppliers; or 3. An MWBE's failure to execute the Contractor's standard subcontract form, if entering a subcontract is required by the Contractor in its normal course of business, unless such failure is d ue to: a) A change in the amount of the previously agreed to bid or scope of work; or b) The contract presented provides for payment once a month or longer and the Contractor is receiving payment from the City twice a month; or c) Any limitation being placed on the ability of the MIWBE to report violations of the Ordinance or any other ordinance or violations of any state or federal law or other improprieties to the City or to provide notice of any claim to the Contractor's surety company or insurance company. d) Mediation shall be a consideration before the request for change is approved. 4. An MIWBE defaults in the performance of the executed subcontract. in this event, the Contractor shall: a) Request bids from all M/WBE subcontractors previously submitting bids for the work, b) If reasonably practicable, request bids from previously non -bidding MIWBEs, and e) Provide to the M/WBE office documentation of compliance with (a) and (b) above. 5. Any reason found to be acceplabl a by the M1WBE Office in Its sole discretion. Within ten days after final payment from the City the Contractor shall provide the MIWBE Office with documentation to reflect final participation of each subcontractor and supplie r, including non-MIWBEs, used on the project. E-5 PAYMENTS TO SUBCONTRACTORS: The Contractor shall pay each Subcontractor, upon receipt of payment from the Owner, an amount equal to the percentage of completion allow ed to the Contractor on account of such Subcontractor's Work. The Contractor shall also require each Subcontractor to make similar payments to his subcontractors. If the Owner refuses to issue a Certificate for P ayment for any cause which is the fault of the Contractor and not the fault of a particular subcontractor, th a Contractor shall pay that Subcontracto r on demand, made at any time after the Certificate for P ayment would otherwise have been issued, for his Work to the extent completed, less the retained percentage, The Contractor shall pay each Subcontractor a just share of any insurance monies received by the Contractor, and he shall require each Subcontractor to make similar payments to his Subcontractors. The Owner may, on request and at its discretion, furnish to any Subcontractor, if practicable, information regarding percentages of completion certified to the Co ntractor on account of Work done by such Subcontractors. Neither the Owner nor the Architect shall have any obligation to pa y or to see to the payment of any monies to any Subcontractor. E-ti SUBCONTRACTOR REQUIREMENTS FOR EDA FUNDED PROJECTS: The Contractor will cause appropriate provisions to be inserted in all subcontra cts to bind subcontractors to FDA contract requirements as contained herein and to 15 CFR 24 or OMB Circular A-110, as appropriate. Each subcontractor must ag ree to comply with all applicable Federal, State, and local requirements in addition to th ose set forth in this section. No subcontractor will be employed on this Project, except as specifically approved by the City, who is contained in the listing of contractors debarred, ineligible, suspended or indebted to the United States from contractual dealings with Federal government departments. The work performed by any such contractor or su bcontractor will be ineligible for reimbursement wholly or partially from EDA grant fluids. All subcontracts in excess of $10,000 shall include, or incorporate by reference, the equal opportunity clause of Executive Order 11246. All subcontracts must contain a nondiscrimination clause. Each subcontract must contain a requirement fo r compliance with the Davis -Bacon and related acts. General Conditions for Facility Construction Lump Sum Contract Construct Public Health Cente r and Construct Evans and Rosedale Development Parking Lot March 2008 Each subcontractor must submit weekly each weekly payroll record and a weekly statement of compliance. These documents will be submitted to the prime contractor who will compile them and submit to the City. The subcontractor can satisfy this requirement by submitting a properly executed Department of Labor Form WH-347. Each subcontract with every subcontractor must contain a clause committing the subcontractor to employment of local labor to the maximum extent possible. All subcontractors who employ more than 50 employees, and is a prime or first Tier suboontra ctor, and has a subcontract or purchase order of $50,000 or more must submit a completed St andard Form 100 (Compliance Report) by March 30 of each year. Subcontractors performing work in areas covered by published goals for minorities will be required to report monthly on Form CC- 257. SECTION F SEPARATE CONTRACTS F-1 OWNER'S RIGHT: The Owner reserves the right to award separate contracts in connection with other portions of the Work. When separate contracts are awarded for other portions of the Work, 'the Contractor" in the Contract Documents in each case shall be the contractor who signs each separate contract. F-2 MUTUAL RESPONSIBILITY OF CONTRACTORS: The Contractor shall afford other contractors reasonable opportunity for the introduction and storage of their materials and equipment and the execution of their work, and shall properly connect and coordinate his work with theirs. If any part of the Contractor's Work depends for proper execution or results upon the work of any other separate contractor, th e Contractor shall inspect and promptly report to the Owner any apparent discrepancies or defects in such work that render it unsuitable for such proper execution and results. Failure of the Contractor to inspect and report shall constitute an acceptance of the other contractor's work as fit and proper to receive his Work, except as to defects which may develop in the other separate contractor's work after the execution of the Contractor's Work. Should the Contractor cause damage to the work or properly of any separate contractor on the site, the Contractor s hall, upon due notice, settle with such other contractor by agreement, if he will so settle. If such separate contractor sues the Owner on account of any damage alleged to have been so sustained, the Owner shall notify the Contractor who shall defend against such suit at the Contractors expense, and if any judgment against the Ow ner arises therefrom, the Contractor sh all pay or satisfy such judgment and shall reimburse the Owner for all attorney's fees, court costs and expenses which the Owner has incurred in connection with such suit. F-3 CUTTING AND PATCHING UNDER SEPARATE CONTRACTS: The Contractor shall do all cutting, fitting or patching of his Work that may be required to fit it to receive or be received by the work of other contractors shown in the Contract Documents. The Contractor shalt not endanger any work or any other contractors by cutting, excavating or otherwise altering any work and shall not cut or alter th e work of any other contractor except with the written consent of the Architect. Any costs caused by defective or ill-timed work shall be borne by the party responsible therefor. F-4 OWNER'S RIGHT TO CLEAN UP: If a dispute arises between the separate contractors as to their responsibility for cleaning up, the Owner may clean up and charge the cost thereof to the several contractors as th e Director of the Department of Transportation and Public Works shall determine to be just. SECTION G MISCELLANEOUS PROVISIONS G-1 CONFLICT OF LAWS: The law of the place where the site is located shall govern the Contract. The Contractor must familiarize himself and strictly comply with all Federal, State, and County and City Laws, Statutes, Charter, Ordinances, Regulations, or Directives controlling the action or operation of those engaged upon the work affecting the materials used. He shall indemni fy and save harmless the City and all of its officers and agents against any claim or liability arising from or based on the violation of any such Laws, Statutes, Charter, Ordinances, Regulations, or Directives, whether by himself, his employees, agents or subcontractors. G-2 GOVERNING LAWS: It is mutually agreed and understood that this agreement is made and entered into by the parties hereto with reference to the existing Charte r and Ordinances of the City of Fort Worth and the laws of the State of Texas with reference to and governing all matters affecting this Contract, and the Contractor agrees to fully comply with all the provisions of the same. G-3 PERSONAL LIABILITY OF PUBLIC OFFICIALS: In performing their duties under the Statutes of the State of Texas and the Charter and Ordinances of the City of Fort Worth in connection with this Contract, or in exercising any of the powers granted the Owner herein, the officers, agents and employees of the City of Fort Worth are engaged in the performance of a governmental function and shall not incur any personal liability by virtue of such performance hereunder, except for gross negligence or willful wrong. General Conditions for Facility Construction Lump Sum Contract Construct Public Health Center and Construct Evans and Rosedale Development Parking Lot March 2008 1134 gOMPLIANCE WITH LAWS. Contractor agrees to comply with all laws, Federal, state and local, including all ordinances, rules and regulations of the City of Fort Worth, Texas, Materials incorporated into the finished Project are not subject to St ate Sales Tax. The Owner is responsible for obtaining the Building Permit. Th a Contractor and the appropriate subcontractor are responsible for obtaining all other construction permits from the governing agencies. Contractor shall schedule all code inspections with the Code Inspection Division in accordance with the permit requirements and submit a copy of updated schedule to th a Construction Manager weeldy. Building, plumbing, electrical and mechanical building permits are issued without charge. Water and sewer tap, impact access fees will be paid by the City. Any other permit fees are the responsibility of the Contractor. G-5 INDEMNIFICATION: Contractor covenants and agrees to indemnify City's engineer and architect, and their personnel at the project site for Contractor's sole negligence. In addition, Contractor covenants and agrees to indemnify, hold harmless and defend, at its own expense, the Owner, its officers, servants and employees, from and against any and all claims or suits for property loss, property damage, personal injury, including death, arising out of, or alleged to arise out of, the work and services to be performed hereunder by Contractor, its officers, ag ents, employees, subcontractors, licensees or invitees, whether or not an such inlury. damacre or death Is caused in whole or In art by the ne 1f ence or a11e ed neig1loence of Owner, its officers servants, or employees. Contractor likewise covenants and agrees to indemnify and hold harmless the Owner from and against any and all injuries to Owner's officers, servants and employees and any damage, loss or destruction to property of the Owner arising from the performance of any of the terms and conditions of this Contract, whether or not any such Wury or damage is causedin whole orin nart by the ne ll ence oralle ed ne fi ence of Owner Its officers servants or ernto ees. In the event Owner receives a written claim for damages against the Contractor or its subcontractors prior to final payment, final payment shalt not be made until Contractor either (a) submits to Owner satisfactory evidence that the claim has been settled and/or a release from the claimant Involved, or (b) provides Owner with a letter from Contractors liability insurance carrier that the claim has been referred to the Insurance carrier. The Director may, if he deems it appropriate, refuse to whom a claim for damages is outstanding as a result of work performed under a City Contract. G-6 SUCCESSORS AND ASSIGNS: Except as provided in Paragraph E-2, this contract shall be binding upon and Ins ure to the benefit of the parties hereto, their Successors or Assigns. Cant ractor shall not assign or sublet at I or any part of this Contract or his rights or duties hereunder without the prior written consent of the Owner. Any such purported assignment or subletting without the prior written consent of Owner shall be void. G-7 WRITTEN NOTICE: Written [Notice shall be deemed to have been duly served If delivered in person to the individual or member of the firm or to an officer of the corpo ration for whom it was intended, or if delivered at or sent by registered or certified mail to the last business address known to him who gives the notice. G-8 SURETY BONDS: Surety Bonds are required on all City contracts in excess of $ 25,000. The Contractor agrees, on the submittal of his Proposal to make, execute and deliver to said City of Fort Worth good and sufficient surety bonds for the faithful performance of the terms and stipulations of the Contract and for the payment to all claimants for labor and for materials furnished In the prosecution of the Work, such bonds bei ng as provided and required in Article 5160 of the Revised Civ1I Statutes of Texas, as amended, in the form included in the Contract Documents, and such bonds shall be 100 percent of the total contract price, and the said surety shall be a surety company duly and legally authorized to do business in the State of Texas, and acceptable to the City Council of the City of F art Worth. Bonds shall be made on the forms furnished by or otherwise acceptable to the City. Each bond shall be properly executed by both the Contractor and the Surety Company. Bonds required by the City shall be in compliance with all relevant local, state and federal statutes. To be an acceptable surety on the bond the name of the surety should be Included on the current U . S. Treasury List of Acceptab le Securities [Circular 570], and m ust be authorized to do business in Texas. Sureties not listed in Circular 570 ma y write performance and payment bonds on a project without reinsurance to the limit of 10 percent of its capital and surplus. Such a suret y must reinsure any obligation over 10 percent. The amount in excess of 10 percent must be reinsured by reinsurers who are duly authorized, accredited, or trusteed to do business in the State of Texas. Should any surety for the contracted project be determined unsafisfactory at any time during same, the Contractor shall immediately provide a new surety bond satisfactory to the City. If the contract amount Is less than $25,000, payment shall be made in one lump sum 30 calendar days after completion and acceptance of the Work_ G-8 OWNER'S RIGHT TO CARRY OUT THE WORK: If the Contractor defaults or neglects to carry out the Work in accordance with the Contract Documents or fails to perform an y provision of the Contract, the Owner may, without prejudice to any other remedy he may have, enter the site and make good such deficiencies. In such case an appropriate Change Order shall be issued deducting from the payments then or thereafter due the Contractor the cost of correcting such deficiencies, including the cost General Conditions for Facility Construction Lump Sum Contract Construct Public Health Cente r and Construct Evans and Rosedale Development Parking Lot March 2008 of the Architect's additional services made necessary by such default, neglect or failure. If the payments then or thereafter due the Contractor are not sufficient to co ver such amount, the Contract shall pay the difference to the Owner, G-10 ROYALTIES AND PATENTS: The Contractor shall pay all royalties and license fees. He shall defend all suits or claims for infringement of any patent rights and shall save the Owner harmless from loss on account there of and shall be responsible f or all such loss when a particular design, process or the product of a particular manufacturer or manufacturers is specified; however, if the Contractor has reason to believe that the design, process or product specified is an infringement of a patent, he shall be responsible for such loss unless he prompt) y gives such information to Owner. G-11 TESTS: If the Contract Documents, Laws, Ordinances, Rules, Regulations or Orders of any public authority having jurisdiction require any Work to be inspected, tested or approved, the Contractor shall give the Owner timely notice of its readiness and the dale arranged so the Architect may observe such inspection, testing or approval. The Owner shall bear all costs of such inspection, tests and approvals unless otherwise provided. 0 after the commencement of the Work, the Owner determines t hat any work requires special inspection, testing or approval not included above, the Owner, upon written authorization from the Owner, will instruct the Contractor to order such special Inspection, testing or approval, and the Contractor shall give notice as required in the preceding paragraph. If such special inspection or testing reveals a failure of the Work to comply (1) with the requirements of the Contract Documents or (2) with respect to the performance of the Work, with Laws, Statutes, Charter, Ordinances, Regulations or Orders of any public authority having jurisdiction, the Contractor shall bear all costs thereof, in cluding the Architect's additional services made necessary by such costs; otherwise the Owner shall bear such costs, and an appropriate Change Order shall be issued. The Contractor shall secure certificate of inspection, testing or approval, and three copies will be promptly delivered by him to the Owner. The Architect will review the certificates and forw and one copy of each with his recommendation(s) to the Owner. If the Owner wishes to observe the inspections, tests or approvals required by this Section, they will do so promptly and, where practicable, at the source of supply. Neither the observations of the Architect or the Owner in their administration of the Construction Contract, nor inspections, tests or approvals by persons other than the Contractor shall relieve the Contractor from his obligations to perform the Work in accordance with the Contract Documents. G-12 INTERRUPTION OF EXISTING UTILITIES SERVICES: The Contractor shall perform the Work under this Contract with a minimum of outage lime for all utilities. In terruption shall be by approved sections of the utility. In some cases, the Contractor may be required to perform the Work while the existing utility is in service. The existing utility service may be interrupted only when approved by the Owner. When it is necessary to Interrupt the existing utilities, the Contractor shall notify the Owner in writing at least ten days in advance of the time that he desires the existing se rvice to be interrupted. The interruption lime shall be kept to a minimum. Depending upon the activities at an existing facility that requires continuous service from the existing utility, an interruption may not be subject to schedule at the time desired by the Contractor. In such case s, the interruption may have to be scheduled at a time of minimum requirements of demand for the utility. The amount of time requested by the Contractor of existing utility services shall be as approved by the Owner. G43 LAYING OUT WORK: The Contractor shall verify dimensions and elevations indicated in layout of existing work. Discrepancies between Drawings, Specifications, and existing conditions shall be referred to Architect for adjustment before work affected is performed, Failure to make such notification shall place responsibility upon Contractor to carry out work in satisfactory workmanlike manner at the Contractor's sole expense_ The Contractor shall be held responsible for the location and elevation of all the construction contemplated by the Construction Documents. Prior to commencing work, the Contractor shall carefully compare and check all Architectural, Structural, Mechanical an Electrical drawings; each with the other that in any affects the locations or elevation of the work to be executed by him, and should any discrepancy be found, he shall immediately report the same to the Architect for verification and adjustment. An y duplication of work made necessary by failure or neglect on his part to comply with this function shall be done at the Contractor's sole expense. G-14 MEASUREMENTS: Before ordering any material or doing any work, the Contractor shall verify all measurements at the site or at the building and shall be wholly responsible for the correctness of same. No extra charge or compensation will be allowed on account of any difference between actual dimensions and dimensions indicated on the drawings. Any difference that may be found shall be submitted to the Archit ect for consideration and adjustment before proceeding with the project. G-15 EXISTING OVERHEAD OR UNDERGROUND WORK: The Contractor shall carefully check the site where the project is to be erected and observe any existing overhead wires and equipment. Any such work shall be moved, replaced or protected, as required, whether or not shown or specified at the Contractor's sole expense. Attention Is directed to the possible existence of pipe and other underground improvements that may or may not be shown on the Drawings. All reasonable precautions shall be taken to preserve a nd protect any such improvements whether or not shown on the Drawings. General Conditions for Facility Construction Lump Sum Contract Construct Public Health Center and Construct Evans and Rosedale Development Parking Lot March 2008 Location of existing undergm and lines, shown the Drawings are based on the best available sources, but are to be regarded as approximate only. Exercise extreme care in locating and identifying these lines before excavation in adjacent areas. G-16 ALIGNMENT OF JOINTS IN FINISH MATERIALS: It shall be the responsibility of the Contractor to make certain in the installation of jointed floor, wall and ceiling materials that: 1. Preserve and protect the rights of the Owner and the Architect under the Contract with respect to the Work to be performed under the subcontract so that the subcontracting thereof will not prejudice such rights; 2.. Place joints to relate to all opening and breaks in t he structure and be symmetrically placed wherever possible. This includes heating registers, light fixtures, equipment, etc. If because of the non -related sizes of the various materials and locations of openings, etc., it Is not possible to accomplish the above, the Contractor shalt request the Architect to determine the most satisfactory arrangement_ The Contractor shall establish centerlines for all trades. G-17 INTEGRATING EXISTING WORK: The Contractor shall protect all existing street and other improvements from damages. Contractor's operations shall be confined to the immediate vicinity of the new work and shall not in any interfere with or obstruct the ingress or egress to and from existing adjacent facilities. Where new site work is to be connected to existing work, special care shall be exercised by the Contractor not to disturb or damage the existing work more than necessary. All damaged work shall be replaced, repaired and restored to its original condition at n o cost to the Owner. G-18 HAZARDOUS MATERIAL. CERTIFICATION: It is the intent of the contract documents, w hether expressly stated o r not, that nothing containing hazardous materials, su ch as asbestos, shall be incorporated in to the project. The Conlracto r shall exercise every reasonable precaution to ensure that asbestos -containing materials are not incorporated into any portion of the project, including advising all materials suppliers and subcontractors of this requirement. The Contractor shall verify that components containing lead do not contact the potable water supply. G-19 LOCATION OF EQUIPMENT AND PIPING: Drawing showing location of equipment, piping, ductwork, etc. are diagrammatic and job conditions may not always permit their installation in the location shown, When this situation occurs, it shall be brought to the Architect's attention immediately and the relocation determined in a joint conference_ The Contracto r will be held responsible for the relocating of any items without first obtaining the Architect's approval, He shall remove and relocate such items at his own expense it so directed by the Architect. Where possible, uniform margins are to be maintained between parallel lines and/or adjacent wall, floor o r ceiling surfaces. G 20 OVERLOADING: The Contractor shall be responsible for loading of any part or parts of structures beyond their safe carrying capacities by placing of materials, equipment, tools, machinery or any other item thereon_ No loads shall be placed on floors or roofs before they have attained their permanent and safe strength. G-21 MANUFACTURER'S INSTRUCTIONS: Where It is required in the Specifications that materials, products, processes, equipment, or the like be installed or applied in a ocordance with manufacturer's instructions, direction or specifications, or words to this effect, it sha 11 be construed to mean that sai d application or installation shall be in strict accordance with printed instructions furnished by the manufacturer of the material concerned for use under conditions similar or those at the job site. Six copies o f such instructions shall be furnished to the Architect and his approval thereof obtained before work is begun. G-22 CLEANING UP: The Contractor shall keep the premises free from a ccumulation of waste material or rubbish caused by employees or as a result of the W ork. At completion of work, the General Contractor shall, immediately prior to final inspection of complete building, execute the following final cleaning work with trained janitorial personnel and with material methods recommended by the manufactures of installed materials. 1. Sweep and buff resilient floors and base, and vacuum carpeting. 2. Dust all metal and wood trim and similar finished materials. 3. Clean all cabinets and casework, 4. Dust all ceilings and walls. 5. Dust, and if necessary wash, all plumbing and electrical fixtures. S. Wash all glass and similar non -resilient materials. General Conditions for Facility Construction Lump Sum Contract Construct Public health Cente r and Construct Evan s and Rosedale Development Parking Lot March 2008 7. All hardware and other unpainted metals shall be cleaned and polished and all equipment and paint or decorated work shall be cleaned and touched -up if necessary, and all temporary labels, tags, and paper coverings removed throughout the buildings. Surfaces that are waxed shall be polished. 8. The exterior of the building, the grounds, approaches, equipment, sidewalks, streets, etc. shall be cleaned similar to inter for of buildings and left in good order at the time of final acceptance. All paint surfaces sh all be clean and unbroken, hardware shall be clean and polished, all required repair work shall be completed and dirt areas shall be scraped and c leared of weed growth. 9. Clean all glass surfaces and mirrors of putt y, paint materials, etc., without scratching or injuring the glass and leave the work bright, clean and polished. Cost of this cleaning work shall be bome by Contractor. 10. Cleaning, polishing, scaling, waxing and all other finish operations indicated on the Drawings or required in the Specifications shall be taken to indicate the required condition at t he time of acceptance of all work under the Contract. 11 _ Burning: Burning of rubbish on the premises will not be permitted. G-23 DUST CONTROL: Precaution shall be exercised at a€ I times to control dust created as a result of any operations during the construction period. If serious problems or complaints arise due to air-bo me dust, or when directed by the Architect, operations causing such problems shall be le mporarily discontinued and necessary steps taken to control the dust. G-24 FIRE PROTECTION: The Contractor shall at all times maintain good housekeeping practices to reduce the risk of fire damage or injury to workmen. All scrap materials, rubbish and trash shall be removed daily from in and about the building and shall not be permitted to be scattered o n adjacent property. Suitable storage space shall be provided outside the immediate building area for storing flammable materials and paints; no storage will be permitted in the building. Excess flammable liquids being used inside the building shall be kept in closed metal container and removed from the building during unused periods. A fire exlingu€sher shall be available at each location where cutting or welding is being performed. Where electric or gas welding or cutting work is done, interposed shields of incombustible material shall be used to protect against fire damage due to sparks and hot metal. When temporary heating devices are used, a watchman shall be present to cover periods when other workmen are not on the premises. The Contractor shall provide fire extinguishers in accordance with the recommendations and NFPA Bulletins Nos. 10 and 241. However, in all cases a minimum of two fire extinguishers shall be available for each Floor of construction. G-25 CUTTING AND PATCHING: Wherever cutting and removal of portions of the existing work is indicated, such work shall be neatly sawed or cut by Contractor in a manner that will produce a neat straight line, parallel to adjacent surfaces or plumb for vertical surfaces. Care should be exercised not to damage any work that is to remain. At no time shall an y structural members be cu t without written consent from the Architect. G-26 PROJECT CLOSEOUT Final Inspection, Record D rawings: Attention is called to General Conditions Section entitled, "Substantial Completion and Fine Payment". Maintenance Manual: Sheets shall be 8'/2" x 11", except pull out sheets may be neatly folded to 8 %2 " x 11 ". Manuals shall be bound in plastic covered, 3 ring, loose leaf binder with title of project lettered on front and shall contain: 1) Name, address and trade of all sub -contractors_ 2) Complete maintenance instructions; name, address, and telephone number of installing Contractor, manufacturers local representative, for each piece of operative equipment. 3) Catalog data on plumbing fixtures, valves, water heaters, heating and coating equipment, temperature control, fan, electrical panels, service a nirance equipment and light fixtures. 4) Manufacturers name, type, color designation for resilient floors, windows, doors, concrete block, paint, roofing, oth er materials. Submit six copies of Maintenance Manual , prior to request for final payment. Operational Inspection and Maintenance Instruction: The Contractor shall provide at his expense, competent manufacturer's representatives to completely check out all mechanical and electrical systems and Items covered by the Drawings and Specifications. This requirement shall be scheduled just prior to and during the initial start up. After all systems are functioning properly the representatives shall instruct maintenance personnel of the Owner in the proper operation and maintenance of each item. General Conditions for Facility Construction Lump Sum Contract Construct Public Health Cente r and Construct Evans and Rosedale Development Parking Lot March 2005 G-27 GUARANTEE AND EXTENDED GUARANTEE: Upon completion of the Project, prior to final payment, guarantees required by technical divisions of Specifications shall be properly executed in quadruplicate by subcontractors and submitted through the Contractor to Architect. Delivery of guarantees shall not relieve Contractor from any obligation assumed under Contract The Contractor shall guarantee the entire Project for one year. In addition, where separate guarantees, for certain portions of work, are for longer periods, General Contractor's guarantee shall be extended to cover such longer periods. Manufacturer's extended warrantees shall be included in this contract. Guarantees shall become valid and operative and commence upon issuance of Certificate of Inspection and Acceptance by Owner. Guarantees shall not apply to work where damage is result of abuse, neglect b y Owner or his successor(s) In interest, The Contractor agrees to warrant his work and materials provided in accordance with this contract and the terms of the Technical Specifications contained herein. Unless supplemented by the Technical Specifications or the manufacturers normal extended warrantees, the Contractor shall warrant all work materials, and equipment against defects for a pa rind of one year from the dale of final acceptance. The Contractor further agrees to bear all costs of making good all work that is found to be defective or not provided in accordance with the Contract Documents. Additionally If the facility or contents are damaged due to defective materials or workmanship of the Contractor, the Contractor further agrees to bear all cost of repairing and/or replacing damaged items and components to b ring such items back to at least their original condition. G-28 RECORD DRAWINGS: Upon completion of the Work and prior to application for final payment, one print of each of the drawings accompanying this specification shall be neatly and clearly marked in red by the Contractor to show variations between the construction actually provided and that indicated or specified in the Contract Documents. The annotated documents shall be delivered to Architect. Where a choice of materials and/or methods is permitted herein and where variations in the scope or character of the work from the entire work indicated or specified are permitted either by award of bidding items specified for that purpose, or by subsequent change to the drawings, the record drawings shall define the construction actually provided. The representation of such variations shall conform to standard drafting practice and shall include supplementary notes, legends and details which may be necessary for legibility and clear portrayal of the actual construction. The record drawings shall indicate, in addition, the actual location of all sub -surface utility lines, average depth below the surface and other appurtenances. G-29 CONSTRUCTION FENCE: At the Contractors option, he may provide a substantial chain4ink construction fence around all or a part of the site. The fences and gates must be main twined throughout the construction period. Remove the fe nces and gates upon completion of the Project an d restore the site to the req uired original or contract condition. G-30 PRODUCT DELIVERY. STORAGE, HANDLING: The Contractor shall handle, store and protect materials and products, including fabricated components, by methods and means which will prevent damage, deterioration and loss, including theft (an d resulting delays), thereby ensuring highest quality results as the work progresses. Control delivery schedules so as to minimize unnecessary long-term storage at project site prior to installation. G-31 REMOVAL OF SALVAGED MATERIAL: The Contractor shall remove salvaged material and equipment from the Project site and dispose of it in accordance with the law. Equipment or material identified in the Specifications or Plans for Owner salvage shall be carefully removed and d etivered to the Owner at any location in within the City limits as directed by the City. 6-32 MANUFACTURER'S REFERENCE: Catalog, brand names, and manufacturer's references are descriptive, not restrictive. Bids on brands of like nature and quality will be considered. Contractor shall inform the City of any substitutions intended for the project within 5 business days of bid opening. Failure to inform the City of substitute projects will obligate the Contractor to provide the specified material if awarded the contract. Within 14 days after bid opening and upon request of the Contractor, the Contractor will submit a full sized sample and/or detailed info rmailon as required to allow the architect to determine the acce ptability of proposed subsfitutions. Where equipment has been listed as "no subsfilu to accepted", the City will accept no alternates to the specified equipment. SECTION H CONTRACT TIM E H-1 DEFINITIONS The Contract Time is the period of time allotted in the Contract Documents for completion of the Work and is the number of calendar days elapsing between the date of commencement and the date of substantial Completion plus additional da ys assessed for failure to complete punch list items from t he Final Inspection in a timel y manner The Bate of Cpmmencement of the Work is the date established in the Notice to Proceed. If there is no notice to proceed, it shall be the date of the Agreement or such other date as may be established therein. The Date of Substantial Completion of the Work or designated port ion thereof is the Da to certified by the Architect w ith the approval of the Owner that construction is sufficiently complete, in accordance with the Contract Documents, so the Owner may occupy the Work or designated portion thereof for the use for which it is intended. Final acceptance of the completed work or any portion thereof can be made only by the Assistant City Manager, and no other form of acceptance will be binding upon the Owner. General Conditions for Facility Construction Lump Sum Contract Construct Public Health Cente r and Construct Evans and Rosedale Development Parking Lot March 2008 A Calendar Day constitutes 24 hours of lime and is anyone of the seven days of a week, including Sunday, regardless of whether a "Working Day" or not, and regardless of weather conditions or any situation which might delay construction. An extension of contract time shall be in accordance with this Section. Extensions of time will be as recommended by the BCM with final approval by City of Fort worth. A Workinq Day is defined as a calendar day, not including Saturdays, Sundays, and legal holidays, in which weather or other conditions net under the control of the Contractor permit the performance of work for a continuous period of not less than seven hours between 7:00 a.m. and 6:00 p.m. However, nothing in these Contract Documents shall be construed as prohibiting the Contractor from working on Saturdays if he so desires. Legal holidays are defined as being New Yeae's Day, Independence Day, Labor Day, Thanksgiving Day, Christmas Day, Memorial Day, and Veteran's Day. H-2 PROGRESS AND COMPLETION: All the lime limits stated in the Contract Documen is are of essence to the Cent ract. The Contractor shall begin the Work on the date of commence ment as defined in this Section. He shall carry the Work forward expeditiously with adequate forces and shall complete it within the Contract Time. H-3 DELAYS AND EXTENSIONS OF TIME: If the Contractor is delayed at any time in the progress of the Work by any actor neglect of the Owner or the Architect, or by any employee of the Owner, or by any separate contractor employed by the Owner, or by any separate contractor employed by the Owner, or by changes ordered in the Work, or by labor disputes, fire, unusual delay in transportation, unavoidable casualties or any causes beyond the Contractor's control, or by any cause which the Architect determines may justify the delay, then the contract time may be extended by Change Order for such reasonable time as recommended by the Architect and approved by the Owner. When the Contractor is delayed due to abnormal weather conditions, the weather table provided as WT-1 in these Contract Documents shall be used as the basis for providing a fair and equitable adjustment of the contract time. All claims for extension of time sh all be made in writing to the Architect no more than fifteen days after the occurrence of the delay; otherwise they shall be waived. If no schedule or agreement is made stating the dates upon which wr itten interpretations shall be furnished, then no claim for delay shall be allowed on account of fat lure to furnish such interpretation until fifteen days after demand is made for them, and not then unless such a cla im Is reasonable. H-4 NO DAMAGE FOR DELAY: No payment, compensation or adjustment or any kind (other than the extensions of time provided for) shall be made to the Contractor for damages because of hindrances or delays from an cause in the progress of the work, whether such hindrances or delays be avoidable or unavoidable, and the Contractor agrees that he will make no claim for compensation, damages or mitigation of liquidated damages for any such delays, and will accept in full satisfaction for such delays said extension of time. SECTION I PAYMENTS AND COMPLETION 1.1 CONTRACT SUM: The Contract Sure is stated in the contract a nd is the total amount payable by the Owner to the Contractor for the performance of the Work under the Contract Documents. 1-2 SCHED LE OF VALUES: Before the first Applicable for Payment, the Cent ractor shall submit to the Architect a Schedule of Values of the various portions of the Work, including quantities if required by the Architect, aggregating the total Contract Sum, divided so a s to facilitate payments to Sub -contractors, prepared in such form as s pecified or as the Architect a nd the Contractor may agree upon, and supported by such data to substantiate its correctness as the Architect may require. Each item in the Schedule of Values shall include its proper share of overhead and profit. This Schedule, when approved by the Architect and the Owner, shall be used as a basis for the Contractor's Applications fo r Payment. 1-3 ADJUSTMENT OF QUANTITIES 1-4 PROGRESS PAYMENTS: On the first day of each month after the first month's work has been completed, the Contractor will make current estimates in writing for review by the Architect of materials in place complete and the amount of work performed during the preceding month or period and the value thereof at the prices contracted for as shown on the approved Schedule of Values and Progress Schedule. If payments are to be made on account of materials or equipment not incorporated In the Work but delivered and suitably stored at the site or in an independent, bonded warehouse such payments shall be conditioned upon submission by the Contractor of bills of sale or such other procedu res satisfactory to the Owner to establish the Owner's title to such materials or equipment or otherw Ise protect the Owner's interest including applicable insurance and transportation to the site. The Contractor warrants and guarantees that the to all Work, materials and equipment covered by an Application for Payment, whether incorporated in the Project or not, w ill pass to the Owner upon the receipt of such payment by the Contractor, free and clear of all liens, claims, security interests or encumbrances hereinafter referred to as "liens"; and that no Work, materials or equipment covered by an Application for Payment will have been acquired by the Contractor, or by any other persons performing the Work at the site or furnishing materials and equipment for the Work, subject to an agreement under which an interest therein or an encumbrance thereon is retained by the salter or otherwise imposed by the Contractor or such othe r person. General Conditions for Facility Construction Lump Sum Contract Construct Public Health Center and Construct Evans and Rosedale Development Parking Lot March 2008 The Contractor shall prepare each application for payment on AIA Document G702, Application and Certificate for P ayment", and attached thereto AIA Document G703, "Continuation Sheet% to indicate the progress made to date and the period or month for which payment is requested for each Item listed in the Schedule of Values. A copy of the revised monthl y work progress schedule must be attached before the pay request can be accepted. 1-5 CERTIFICATES FOR PAYMENT: If the Contractor has made Application for Payment as above, the above, the Architect will, with reasonable promptness but not more than seven days after the receipt of the Application, prepare a Certificate of Payment, with a copy to the Contractor, for such amount determined to be properly due, or state in writing reasons for withholding a Certificate. The issuance of a Certificate for Payment will constitute a representation by the Owner, based on the RCM's observations at the site and the data comprising the Application for Payment, that the Work has progressed to the point indicated; that the quality of the Work Is In accordance with the Contract Documents (subject to an evaluation of the Work as a functioning whole upon Substantial Completion, to the results of any subsequent tests required by the Contract Documents, to minor deviations from the Contract Documents correctable prior to completion, and to an y specific qualifications stated in the Certificate); and recommendations to the Owner that the Contractor be paid in the amount certified. In addition, the Architect's approval of final pa yment assures the Owner that the conditions precedent to the Contractor's being entitled to final payment as set forth In this Section have been fu Ifilled. After the Architect has issued a Certificate for Pa yment, the Owner shall approve or disapprove same within ten days after it has been delivered to the Director of the Department of Transportation and Public Works. For contracts less than $400,000, Ow ner shall pay 90% of the approved estimate to the Contractor within seven days after its approval, and th e remaining 10% of each such estimate will be retained by the Owner until the final estimate is approved and the Work is accepted b y the City Council of the City of Fort Worth. For contracts in excess of $400,000, the Owner will retain only 5% of each estimate until the final estimate is approved and work accepted by the City Council of the City o f Fort Worth. No Certificate for a progress pa yment, nor any progress payment, nor any partial or entire use or occupancy of the Project by the Owner, shall constitute an acceptance of an y Work not in accordance with the Contract Documents, or relieve the Contractor of liability in respect to an y warranties or responsibility for faulty materials or workmanship. The Contractor shall promptly remedy any defects in the W ark and pay for any damage to other work resulting therefrom that shall appear within a period of one year from the date of final acceptance of the Wo rk unless a longer period is specified. 1-6 PAYMENTS WITHHELD: The BCM may decline to approve an Application for Payment and may withhold his Certificate in whole or in part if in his opinion he is unable to make the representations to the Owner as provided in this Section. The Architect may also decline to approve any Applications for Payment or, because of subsequently discovered evidence or subsequent inspections, may nullify the whole or any part of any Certificate for Payment previously Issued to such extent as may be necessary In his opinion to protect the Owner from loss because of: 1) Defective work not remedied; 2) Claims filed or reasonable evidence indicating probable filing of claims; 3) Failure of the Contractor to make payments properly to Subcontractors, or for labor, materials or equipment; 4) Reasonable doubt that the Work can be completed for the unpaid balance of the Contract Sum; 5) Damage to another contractor; 6) Reasonable indication that the Work will not be completed within the Contract Time; or 7) Unsatisfactory prosecution of the Work by the Contractor. When such grounds for the refusal of pay ment are removed, payment shall be made for amounts withheld because of them. The Owner reserves the right to withhold the payment of any monthly estimate, without payment of interest, if the Ca ntractor faits to perform the Work in accordance with the specifications. 1-7 NOT USED 1-8 LIQUIDATED DAMAGES: The deduction for liquidated damages shall be as follows; Amount of Contract Liquidated Damages Per Day $15,000 or less $45 $15,001 to $25,000 $ 63 $25,001 to $50,000 $105 $50,001 to $100,000 $154 $100.000 to $500.000 $210 $500.001 to $1,000.000 $315 $1,000,001 to $2,000,000 $420 $2,000,001 to $5,000,000 $630 $5,000,001 to $10,000,000 $840 General Conditions for Facility Construction Lump Sum Contract Construct Public Health Cente r and Construct Evans and Rosedale Development Parking Lot March 2008 over $10.000,000 $980 1-9 FAILURE OF PAYMENT: If, without fault on the part of the Contractor, the BCM should fail to issue any Certificate for Payment within seven days after receipt of the Contractor's Application for Payment, if the Contractor's Application for Pa yment, or if, without fault on the part of the Contractor, the Owner should fail to approve such estimate or to p ay to the Contractor 90% or 95% (as applicable) of the amount thereof within the period of time specified, then the Contractor may, upon seven (7) days additional written notice to the Owner and to the Architect, stop the Work until pa yment of the amount owing has been received. 1-10 SUBSTANTIAL COMPLETION AND FINAL PAYMENT: Prior to the request for final payment, the Contractor must meet all provisions for Project Closeout. When the Contractor determines that the Work is substantially complete, the Construction Manager shall inspect the project with the Contractor and prepare a "Preliminary Punch Lisl". When the Architect, on the basis of a subsequent inspection, determines that the Work is substantially complete, he then will prepare a Certificate of Substantial Completion (G704) which, when approved by the Owner, shall allow the Contractor to request a Certificate of Occupancy which will establish the Date of Substantial Completion. The Certificate of Final Completion shall state the responsibilities of the Owner and the Contractor for maintenance, heat, utilities, and insurance, shall set forth the remaining work as a "final punch list". The Contractor shall complete the remaining work listed therein within 60 calendar days. When the Certificate of Occupancy has been issued, the retainage will be reduced to 4%. Upon completion of the work listed on the final pu rich list to the satisfaction of the C ity of Fort Worth, the retainage may be reduced to 2.5%. Should the Contractor fail to com plete all contractual requirements of the contract, including submittals and final pay request within the fixed time, the contract time will again commence. Should the Contractor fail to complete the work within the contract duration, liquidated damages will be assessed Upon receipt of written notice that the Work € s ready for final inspection, the City will conduct a joint inspection and ce rtify completion of the final punch list by cosigning it with the Contractor. The Contractor shall submit the following items to the City prior to requesting final payment: 1) Contractoea Affidavit of Payment of Debts and Claims (G706) stating that all payrolls, bills for materials and equipment, and other indebtedness connected with the Work for which the Owner or his property might in any way be responsible, have been paid or otherwise satisfied, 2) Consent of Surety to Final Payment (G707), Ifany, to tinai payment, 3) Contractor's Affidavit of Release of Liens (G706A ), and, 4) Other data establishing payment or satisfaction of all such obligations, such as receipts, re leases, and waivers of liens arising out of the Contract, to the exte nt and in such form as may be designated by the Owner. 5) Contractor's Warranty B) Statement that al I outstanding work has been completed 7) Issuance of the Final Certificate of Substantial Completion 8) Final acceptance by the City of Fort Worth. If any Subcontractor, meterialman or laborer refuses to fumish a Contractor's Affidavit of Rel ease of Liens, the Contractor may, at the election of the Owner, fumish a bond satisfactory to the Owner to indemnify him against any right, claim or lien which might be asserted by such Subcontractor, materialman or laborer. If any such right, claim or lien remains unsatisfied after all pay ments are made. The Contractor shall refund to the Owner all monies that the latter may be compelled to pay to discharging such right, cl aim or lien, including all costs and reasonable attome y's fees. The Contractor may then request final payment. The acceptance of final payment shall constitute a waiver of all claims by the Contractor except those previously made in writ€ng and still unsettled. The Contractors one-year warranty will commence upon final acceptance of the Project by the City of Fort Worth. The designated representative of the City Council of the City of Fort Worth will make final acceptance and no other form of acceptance will be binding upon the Owner. Final payment and release of the retal nage amount will become due within fifteen da ys following acceptance. 1-1 f FINAL PAYMENT FOR UN -BONDED PROJECTS: Final payment will not be made for a period of 30 calendar days and unfit all requirements have been met, with the exception of Consent of Surety for Final Payment. SECTION J PROTECTION OF PERSONS AND PROPERTY J-1 SAFETY PRECAUTIONS AND PROGRAMS: The Contractor shall be responsible for Initiating, maintaining and supervising all safety precautions and programs in connection with the Work. The Contractor shall designate a responsible membe r General Conditions for Facility Construction Lump Sum Contract Construct Public Health Cente r and Construct Evans and Rosedale Development Parking Lot March 2008 of his organization at the site who se duty shall be the prevention of accidents. This person shall be the Contracto is superintendent unless otherwise designated in writing by the Contractor to the Architect. J-2 SAFETY OF PERSONS AND PROPERTY: The Contractor shall take all reasonable precautions f or the safety of, and shall provide all reasonable protection to prevent damage, Injury or loss to. (1) All employees on the Work and all other pe rsons who may be affected thereby; (2) All the Work and all materials and equipment to be incorporated therein, whether in storage on or -off the site, under the care, custody or control of the Contracto r or any of his Subcontractors or S ub-contractors; and (3) Other property at the site or adjacent thereto, including trees, shrubs, lawns, walks, pavements, roadways, structures and utilities not desig naled for removal, relocation or replacement In the course of construction. Until acceptance of the Work, it shall be under the charge and care of the Contractor, and he shall take every precaution against injury or damage to the Work by the action of the elements or from any other cause whatsoever, whether arising from the execution or from the non -execution of the Work. The Contractor shall rebuild, repair, restore and make good, at his own expense, all injuries or damages to any portion of the Work occasioned by any of the above, caused befo re its completion and acceptance. The Contractor shall comply with all applicable Laws, Ordinances, Rules, Regulations and Orders of any public authority having jurisdiction for the safety of persons or property or to protect them from damage, injury or toss. He shall erect and maintain, as required by existing conditions and progress of the Work, all reasonable safeguards for safety and protection, including posting danger signs and other warnings against hazards, promulgating safety regulations and notifying owners and users of adjacent utilities. When the use or storage of explosives or other hazardous materials or equipment is nece ssary for the execution of the Work, the Contractor shall exercise the utmost care and shall carry on such activities under the supervi sion of properly qualified personnel. All damage or loss to any property referred to in the preceding paragraphs caused in whole or in part by the Contractor, any Subcontractor, or anyone directly or indirectly employed by any of them, or by anyone for whose acts any of them may be liable, shall be remedied by the Contractor, including damage or loss attributable to faulty Drawings or Specifications and acts or omi ssions of the Architect or anyone employed by him or for whose acts he may be liable, and not attributable to the fault or negligence of the Contractor or anyone claiming through the Contractor for such damage or loss. The Contractor shall not load or permit any part of the Work to be loaded so as to endanger its safety. J-3 HARD HATS: Hard Hats will be required at all construction sites included in this Contract from start to completion of work. Each Contractor, employee and visitor at any construct] on site included in the Contract will be required to wear a hard hat. The Contractor shall enforce the wearing of hard hats by Contractor, employees and visitors. Contractor shall provid a ten hard hats for use by the consulting Architects and Engineers and visitors. J-4 EMERGENCIES: In any emergency affecting the safety of persons or property, the Contractor shall act at his discretion to prevent threatened damage, injury or loss. Any additional compensation or extension of time claimed by the Contractor on account of emergency work shall be determined as provided In Changes in the Work. J-5 SAFE WORK PRACTICES: The Contractor shall employ safe practices in handling materials and equipment used in performing required work so as to insure the safety of his wo rkmen, City employees and the public. The Contractor shall keep the premise free at all times from accumulation of waste materials or rubbish. At the completion of the work, the Contractor shall remove all his wastes and rubbish from and abou t the work area, as well as his toots, equipment and surplus materials and shall leave the area as clean and free of spot, stains, etc., as before the work was undertaken. J-6 TRENCH SAFETY: The Contractor shall be responsible for all design and implementation of trench shoring and stabilization to meet regulatory requirements. If the Proposal requires, the Contractor shall include a per -unit cost for trench safety measures in his bid. If not included in the Proposal, the Contractor shalt include a cost for trench safety measures for all trenches over 5 feet in depth in his Schedule of Values. SECTION K - INSURANCE K-1 INSURANCE REQUIRED: The Contractor shall not commence work under this Contract until he has obtained all Insurance required under this Section and such insurance has been approved by the City of Fort Worth, nor shall the Contracto r allow any Subcontractor to commence work to be performed under this Contract until all similar insurance of the Subcontractor has been so obtained and approved. The City of Fort Worth will be listed as an "additional insured" on all policies except Worker's Compensation. K-2 WORKERS' COMPENSATION INSURANCE 1) General General Conditions for Facility Construction Lump Sum Contract Construct Public Health Center and Construct Evans and Rosedale Development Parking Lot March 2008 a) Contractor's Worker's Compensation Insurance. Contractor agrees to provide to the Owner (City) a certificate showing that it has obtained a policy of workers compensation insurance covering each of Its employees employed on the project in compliance with state law. No Notice to Proceed will be issued until the Contractor has complied with this section. b) Subcontractor's Worker's Compensation Insurance. Contractor a grees to require each and every subcontractor who will perform work on the project to provide to it a certificate from such subcontractor stal ing that the subcontractor has a p olicy of workers compensation Insurance covering each employee employed on the project. Contractor will not permit any subcontractor to perform work on the project until such certificate has been acquired. Contractor shall provide a copy of all such certificates to the Owner (City). c) By signing this Contract or providing or causing to be provided a certificate of coverage, the Contractor is rep resenting to the City that all employees of the Contractor who will provide services on the project will be covered by worker's compensation coverage far t he duration of the project, that the coverage will be based on proper reporting of classification codes and payroll amounts, and that all coverage agreements will be filed with the appropriate insurance carrier or, in the case of a self -insured, with the Texas Workers Compensation Commission's Division of Self-insurance Regulation. Providing false or misleading information may subject the Contractor to administrative penalti es, criminal penalties, civil penalties or other civil actions. d) The Contractor's failure to comply with any of these provisions is a breach of contract by the Contractor which entities the City to declare the contract void if the Contractor does not remedy the breach within ten days after receipt of notice of breach from the City. 2) Definitions: a) Certificate of Coverage ("certificate"). A copy of a certificate of insurance, a certificate of authority to self -insure issued by the Texas Workers' Compensation Commission, or a coverage agreement (TWCC-81, TWCC-82, TWCC•83, or TWCC- 84), shoving statutory workers' compensation insurance coverage for the person's or entity's employees providing services on a project, for t he duration of the project. b) Duration of the Project. Includes the time from the beginning of the work on the project until the Contractor's/pers on's work on the project has been completed and accepted by the City. c) Persons providing services on the project ("subcontractor" in section 406.096)-includes all persons or entities performing all ,or part of the services the Contractor has undertaken to perform on the project, regardless of whether that person contracted directly with the Contractor and regardless of whether that person has employees. This includes, without limitation, independent contractors, subcontractors, leasing companies, motor ea criers, owner -operators, employees of any such entity, or employees of any entity which furnishes persons to provide services on the project, "Services" Include, without limitation, providing, hauling, or delivering equipment or materials, or providing labor, transportation, or other services related to a project, "Services" does not include activities unrelated to the project, such as food/beverage. vendors, office supply deliveries, and delivery of portable toilets. 3) Requirements a) The Contractor shall provide coverage, based on proper reporting of classification codes and payroll amounts and filing of any coverage agreements, which meets the statutory requirements of Texas Labor Code, Section 401.011(44) for all employees of the Contractor providing services of the project, for the duration of the project. b) The Contractor must provide a certificate of coverage to the governmental entity prior to being awarded the contract. c) If the coverage period shown on the Contractors current certificate of coverage ends during the duration of the project, the Contractor must, prior to the end of the coverage period, file a new certificate of coverage with the City showing that coverage has been extended. d) The Contractor shall obtain from each person providing services on a project, and provide to the City: i) a certificate of coverage, prior to that person beginning work on the project, so the governmental entity will have on file certificates of coverage showing coverage for all persons providing services on the project, and IQ no later than seven days after receipt by the Contractor, a new certificate of coverage showing extension of coverage, if the coverage pe riod shown on the current certificate of coverage ends d uring the duration of the project. e) The Contractor shall retain all required certificates of coverage for the duration of the project and fo r one year thereafter. f) The Contractor shall notify the City in writing by certified mail or personal delivery, within ten (10) days after the Contractor knew or should have known, of any change that materially affects the provision of coverage of any person providing services on the project. g) The Contractor shall post on each projec t site a notice, in the text, form and ma nner prescribed by the Texas Workers Compensation Commission, informing all persons providing services on the project that they are required to be covered, and stating how a person may verify coverage and report lack of coverage. h) The Contractor shall contractually require each p erson with whom it contracts to provide services on a project, to: 1) provide coverage, based on proper reporting on the classification codes and payroll amounts and filing of any coverage agreements, which meets the statutory requirements of Texas labor Code, Section 401.011(44) for all of its employees providing services on the project, forth a duration of th a project, General Conditions for Facility Construction Lump Sum Contract Construct Public Health Center and Construct Evans and Rosedale Development Parking Lot March 200E I ii) provide to the Contractor, prior to that person beginning work on the project, a certificate of coverage sho wing that coverage is being provided for all employees of the person providing services on the project, for the duration of the project; ttt) provide the Contractor, prior to the end of the coverage period, a new certificate of coverage showing extension of coverage, if the coverage pe Nod shown on the current certificate of coverage ends d Wing the duration of the project; iv) obtain from each other person with whom it contracts, and provide to the Contractor: (1) a certificate of coverage, prior to the other person beginning work on the project; and (2) a new certificate of coverage showing extension of coverage, prior to the end of the coverage period, if the coverage period shown on the current certificate of coverage ends d uring the duration of the project; v) retain all required certificates of coverage on file for the duration of the project and to r one year thereafter. vi) notify the City in writing by certified mail or personal delivery, within ten (10) days after the person knew or should have known, of any change that materially affects the provision of coverage of any person providing services on the project; and vil) contractually require each person with whom it contracts, to perform as required by paragraphs h4) - vii), with the certificates of coverage to be provided to the person for whom they are providing services, General Conditions for Facility Construction Lump Sum Contract Construct Public Health Center and Construct Evans and Rosedale Development Parking Lot March 2008 4) Posting of Required Worker's Compensation Coverage a) The Contractor shall post a notice on each project site informing all persons providing services on the project that the y are required to be covered, and stalin g how a person may verify current coverage and report failure to provide coverage. This notice does not satisfy other posting requirements imposed by the Texas Worker's Compensation Act or other Texas Worker's Compensation Commission rules. This notice must be printed with a title in at least 30 point bold type and text In at least 19-point normal type, and shall be in both Fnglish and Spanish and any other language common to the worker population. The text for the notices shall be the following text, without any additional words or changes: "REQUIRED WORKFR'S COMPENSATION COVERAGE The law requires that each person working on this site or providing services related to this construction project must be covered by worker's compensation insurance. This includes persons providing, hauling, or delivering equipment or materials, or providing labor or transportation or other service related to the project, re gardless of the identity of the it employer or status as an employee". Call the Texas Worker's Compensation Commission at 512440-3789 to receive information on the legal requirement for coverage, to verify whether your employer has provided the required coverage, or to report an employer's failure to provide coverage." K-3 LIABILITY INSURANCE: The Contractor shall procure and maintain during the term of this Contract such Liability Insurance as shall protect him, the City of FortWorth and any Subcontractor performing work covered by this Contract, from claims of damage which may arise from operations under this Contract, including blasting, when blasting is done on, or in connection with the Work of the Project, whether such operations be by himself or by any Subcontractor or by anyone directly or indirectly employed by either of them and the limits of such in surance shall be not less than the folio wing: 1) Automobile Liability: $1,000,000 each accident or reasonably equivalent split limits for bodily injury and properly damage. Coverage shall be on "any auto" including leased, hired, owned, non -owned and borrowed vehicles used in connection with this Contract. 2) Commercial General Liability: $1,000,000 each occurrence. Coverage under the policy shall be as comprehensive as that provided in a current Insurance Services Office (ISO) policy form approved for use in Texas and the policy shall have no exclusions by endorsement unless such are approved by the City. 3) Asbestos Abatement Liability insurance: When the Project specifically requires the removal of Asbestos Containing Materials, the Contractor, or subcontractor performing the removal, shall be required to maintain Asbestos Abatement Liability Insurance as follows: $1,000,000 per occurrence; $2,000,000 aggregate limit. The coverage shall include any pollution exposure, including environmental impairment liability, associated with the services and operations performed under this contract in addition to sudden and accidental contamination or pollution liability for gradual emissions and clean-up costs. K-4 BUILDER'S RISK INSURANCE: Unless stated otherwise in the Proposal or Invitation, the Contractor shall procure, pay for and maintain at all tames during the term of this Gontrac t, Builder's Risk Insurance against the perils of fire, lightning, windstorm, hurricane, hall, riot, explosion, civic commotion, smoke, aircraft, la nd vehicles, vandalism, and malicious misoh let, at a limit equal to 100% of the Contract Sum. The policy shall include coverage for materials and supplies while in transit and while being stored on or off site. If specifically required in the Instructions to Bidders, the p olicy shall include coverage for flood and earthquake, Different sub -limits for these coverages must be approved by the City. Consequential damage due to faulty workmanship and/or design performed by the Contractor or his agents shall be covered. Upon completion of the Work, the Contractor shall notify the City of Fort Worth in writing before terminating this insurance. K-5 PROOF OF CARRIAGE OF INSURANCE: The Contractor shall provide a certificate of insurance documenting the Transportation and Public Works Department, City of Fort Worth as a "Certificate Holder", and noting the specific project(s) co vered by the Contractor's Insurance as documented on the certificate o f insurance. More than one certificate may be required of the Contractor depending upon the agents and/or insurers for the Contractor's insurance coverages specified for the p roject(s). K-6 OTHER INSURANCE RELATED REQUIREMENTS 1) The City of Fort Worth shall be an additional insured, by endorsement, on all applicable insurance policies. 2) Applicable insurance policies shall each be endorsed with a waiver of subrogation In favor of the City of Fort Worth. 3) Insurers of policies maintained by Contractor and its subcontractor(s), if applicable, shall be authorized to do business in the State of Texas, or otherwise approved by the City of Fort Worth, and such shall be acceptable to the City of FortWorth insofar as their financial strength and solvency are concemed. Any company through which the insurance is placed must have a rating of at least A:Vil. as stated in current edition of A. M. Best's Key Rating Guide. At the City's sole discretion, a less favorable rate may be accepted by the City. General Conditions for Facility Construction Lump Sum Contract Construct Public Health Center and Construct Evans and Rosedale Development Parking Lot March 2008 4) Deductible limits on insurance policies and/or self -insured retentions exceeding $10,000 require approval of the City of Fort Worth as respects this Contract. 5) The City of Fort Worth shall be notified in writing a minimum of thirty days prior to an insurer's action in the event of cancellation, non -renewal or material change in coverage regarding any policy providing insurance coverage required in this Contract. S) Full limits of insurance shall be available for claims arising out of this Contract with the City of Fort Worth. 7) . The Contractor shall provide certificates of insurance to the City prior to commencement of operations pursuant to this Contract. Any failure on part of the City of Fort Worth to request such documentation shall not be construed as a waiver of insurance requirements specified herein, 8) The City of Fort Worth shall be entitled, upon req uest and without Incurring expense, to review the insurance policies including endorsements thereto and, at its discretion, to require proof of payment for policy premiums. 9) The City of Fart Worth shall not be responsible for paying the cost of insurance coverages required herein. 10) Notice of any actual or potential claim and/or litigation that would affect insurance coverages required herein shall be provided to the City in a timely manner. 11) "Other insurance" as referenced in any policy of Insurance providing coverages required herein shall not apply to any insurance . policy or program maintained by the City of Fort Worth. 12) Contractor shall agree to either require its subcontractors to maintain the same insurance coverages and limits thereof as specified herein or the Co ntractor shall provide such coverage on the Contractor's subcontractors. SECTION L CHANGES IN THE WORK L-1 CHANGE ORDER: The Owner, without invalidating the Contract, may order Changes in the Work within the general scope of the Contract consisting of additions, deletions or other revisions, the Contract Sum and the Contract Time being adjusted accordingly. All Such Changes in the Work shall be authorized by Change Order, and shall be executed under the applicable conditions of the Contract Docum ents. A Change Order is a written order to the Contractor signed by the Contractor, Owner and the Architect, issued after the execute on of the Contract, authorizing a Change In the Work or adjustment in the Contract Sum or the Contract Time. The Contract Sum and the Contract Time maybe changed only by Change Order, Any changes in work requires due to changed or unforeseen conditions, or by request of either the Contractor or the City, shall be coordinated with the Director, Department of Transportation and Public Works. A change order must be written and duly negotiated and executed prior to performing changed work. The cost or credit to the Owner resulting from a Change in the work shall be determined in one or mo re of the following ways: 1) by mutual acceptance of a lump sum property itemized, including the allowance to Contractor for overhead and profit stipulated in the original contract proposal; 2) by unit prices stated in the Cont ract Documents or subsequently agreed upon; or 3) by cost and a mutually acceptable fixed or percentage fee. If none of the methods set forth herein above is agreed upon, the Contractor, provided he receives a Change Order, shall promptly proceed with the Work involved. The cost of such work shall then be determined on the basis of the Contractor's reasonable expenditures and savings, including a reasonable allowance for overhead and profit as Indicted in the original contract proposal. in such cases, the Contractor shall keep and present, in such form as the Architect shall prescribe, an itemized accounting together with appropriate supporting data. Pending final determination of cost to the Owner, payments on account shall be made on the Architect's Certificate of Payment as approved by the Owner. If after the Contract has been executed, the Architect, requests a price proposal from the Contractor for a proposed change in scope of the work, Contractor shall process such proposal within seven days of receipt and return the price quote to the Architect in writing. The Architect shall review the price quotation and if approval is recommended, forward the proposed change order request and price proposal to the Owner for approval. If approval is not recommended, the Architect will attempt to negotiate with Contractor to revise the proposal to a figure which is fair and reasonable and forward it on to the Owner for approval. If the negotiations do not result in an equitable solution, the Architect shall prepare a cost-plus type Change Order with a price -not -to -exceed figure for approval by the City and require specific documentation to be provided by Contractor in accordance with the paragraph above. General Conditions for Facility Construction Lump Sum Contract Construct Public Health Center and Construct Evans and Rosedale Development Parking Lot March 2008 Contractor is advised that according to Cif y of Fort Worth Charter, that, the City Council must approve all Change Orders and Work Orders which results in an increase in cost of the contract amount by over $25,000. Normal processing time for the City Staff to obtain City Council approval, once the recommended change order has been received at the City, is approximately thirty days. Owner and Contractor shall endeavor to identif y Change Order items as early in the Construction process as possible to minimize their impact on the construction schedule. If unit prices are stated in the Contract Documents or subs equently agreed upon, and if the quantities originally contemplated are so changed in a proposed Change Order that application of the agreed unit prices to the quantifies of Work proposed will create a hardship on the Owner or the Contractor, the applicable unit prices shall be equitably adjusted to prevent such hardship_ If the Coniracto r claims that additional cost or time is invo Ived because of (1) any written interpretatio n issued pursuant to Section A, (2) any order by the Architect or Owner to stop the Work pursuant to Section 8, where the Contract was not at fault, or (3) any written order for a minor change in the Work, the Contractor shall make such claim. L-2 CLAIMS FOR ADDITIONAL COST OR TIME: If the Contractor wishes to make a claim for an increase in the Co ntracl Sum or an extension in the Contract Time, he shall give the Architect written notice thereof within a reasonable time after the occurrence of the event that gave rise to such claim. This nolic a shall be given by the Contractor before proceeding to execute the Work, except in an emergency endangering life or property in which case the Contractor shall proceed in accordance with Section J. No such claim shall be valid unless so made. Any change in the Contract Sum or Contract Time resulting from such claim, if approved by the Owner, shall be authorized by Change Order. L-3 OVERHEAD ALLOWANCES FOR CHANGES: Should any change in the work or extra work be ordered, the following applicable percentage shall be ad ded to Material and Labor costs to cover overhead and profit: 1. Allowance to the Contractor for overhead and profit for extra work performed by the Contractors own forces shall not exceed fifteen percent 15% . 2. Allowance to the Contractor for overhead and profit for extra work performed by a Subcontractor and supervised by the Contractor shalt not exceed ten percent if M. L-4 MINOR CHANGES IN THE WORK: The Architect shall have authority to order minor changes in the Work not involving an adjustment in the Contract Sum or an extension of the Contract Time and not inconsistent with the intent of the Contract Documents. Such changes may be effected by Field Order or by other written order, Such changes shall be confirmed in writing by the Architect and shall be binding on the Owner and the Contractor. L-5 FIELD ORDERS: The Architect may issue written Field Orders which interpret the Contract Documents, or which order minor changes in the Work without change in Contract Sum or Contract Time_ The Contractor shall carry out such Field Orders promptly. SECTION M UNCOVERING AND CORRECTION OF WORK M-1 UNCOVERING OF WORK: If any Work should be covered contrary to the request of the Owner, it must be uncovered for observation and replaced, at the Contractors expense. If any other work has been covered which the Owner has not specific ally requested to observe prior to being covered, the Architect or the Owner may request to see such work and it shall be uncovered by the Contractor. If such Wo rk be found in accordance with the Plans and Specifications, the cost of uncovering and replacement shall, by appropriate Change Order, be charged to the Owner. If such work be found not in accordance with the Plans and Specifications, the Contractor shall pa y such costs unless it is fou nd that this condition was caused by a se parate contractor employed by the Owner. M-2 CORRECTION OF WORK: The Contractor shall promptly correct all work rejected by the Owner as defective or as fa [ling to conform to the Plans and Specifications whether observed before or after Substantial Completion and whether or not fabricated, installed or completed. The Contractor shall bear all costs of correcting such rejected Work, including the cost of the Architect's additional service thereby made necessary. If, within one year after the Date of Substantial Completion or within such longer period of time as ma y be prescribed by law or by the terms of any applicable special guarantee required by the Contract Documents, any of the work is found to be defective or not in accordance with the Contract Documents, the Contractor shall correct it prompt! y after receipt of a written notice from the Owner to do so, unless the Owner has previously given the Contractor a written acceptance of such conditi on, describing same specifically and not generally. The Owner shall give such notice promptly after discovery of the condition. All such defective or non -conforming work under the preceding paragraphs shall be removed from the site where necessary and the work shall be corrected to comply with the Contract Documents without cost to the Owner. The Contractor shall bear the cost of making good all work of separate contractors destroyed or damaged by such removal or correction. General Conditions for Facility Construction Lump Sum Contract Construct Public Health Center and Construct Evans and Rosedale Development Parking Lot March 2008 If the Contractor does not remove such defective or non -conforming work within a reasonable time fixed by written notice from the Owner, the Owner may remove It and may store the materials or equipment at the expense of the Contractor. If the Contractor does not pay the cost of such removal and storage within ten days thereafter, the Owner may upon ten additional days' written notice sell such work at auction or at private sale and shall account fo r the net proceeds thereof, after deducting all the costs that should have been borne by the Contractor including compensation for additional architectural services. If such pro ceeds of sale do not cover all costs that the Contractor should have borne, the difference shall be charged to the Contractor and an appropriate Change Order shall be issued. if the pa yments then or thereafter due the Contractor are not sufficient to cover suc In amount, the Contractor shall pay the difference to the Owner_ If the Contractor falls to correct such defective or non-conformi ng work, the Owner m ay correct it in accordance with Section G. The obligation of the Contracto r under this Section shall be in addition to and not in limitation of any obligations imposed upon him by special guarantees required by the Contract Documents or otherwise prescribed by law. M-3 ACCEPTANCE OF DEFECTIVE OR NON -CONFORMING WORK: If the Owner prefers to accept defective or non- conforming work, he may do so instead of requiring its removal a nd correction, in which case a Change Order will be issued to reflect an appropriate reduction in the Contract Sum, or, if the amount is determined after final payment, it shall be paid by the Contractor. SECTION N TERMINATION OF THE CONTRACT N-1 TERMINATION BY THE CONTRACTOR: If the work is stopped for a period of 30 days under an order or any court or other public authority having jurisdiction, through no act or fault of the Contractor or a Subcontractor or their agents or employees or any other persons performing any of the work under a contract with the Contractor, or if the work should be stopped for a period of 30 days by the Contractor for the Owner's failure to make payment thereon as provided in Section I, then the Contractor may after the end of such period of 30 days and upon seven additional days' written notice to the Owner, terminate the Contract. N-2 TERMINATION BY THE OWNER: If the Contractor is adjudged as bankrupt, or if he makes a general assignment for the benefit of his creditors, or if a receiver is appointed on account of his insolvency, of if the Contractor refuses, except in cases for which extension of time is provided, to supply enough properly skilled workmen or proper materials, or if he fails to make prompt payment to Subcontractors or for materials or labor, or fails to comply with al Laws, Statutes, Charter, Ordinances, Regulations or Orders of any public authority having jurisdiction, or otherwise is guilty of a substantial violation of a provision of the Contract Documents, then the Owner, on its own initiative that sufficient cause exists to justify such action, may, without prejudice to any rights or remedy and after giving the Contractor and his surety, if any, seven (7) days' wriften notice, terminate the employment of the Contractor and take possession of the site and of all materials, equipment, tools, construction equipment and machinery thereon owned by the Contractor and may finish the work by whatever method he may deem expedient. In such case the Contractor shall not be entitled to receive any further payment until the Work is finished. If the costs of finishing the Work, including compensation for the Architect's additional services, exceed the unpaid balance of the Contract, the Contractor shall pa y the difference to the Owner. The City of Fort Worth may terminate this contract in whole, or from time to time, in part, whenever such termination is in the best interest of the City. Termination will be affected by deinrering to the Contractor a notice of termination specifying to what extent performance of the work of the contract is being torminated and the effective date of termination. After receipt of termination the Contractor shall: a) Stop work under the Contract on t he date and to the extent specifie d on the notice of termination. b) Place no further orders or subcontracts except as may be necessary for the completion of the work not terminated. c) Terminate all orders and subcontracts to the extent that the y relate to the performance of the work terminated by the notice of termination. After termination as above, the City will pay the Contractor a proportionate part of the contract price based on the work completed; provided, however, that the amount of payment on termination shall not exceed the total contract price as reduced by the portion thereof allocatable to the work not completed and further reduced by the amount of payments, if, any otherwise made. Contractor shall submit its claim for amounts due after to rmination as provided in this paragraph within 30 days after receipt of such claim. In the event of any dispute or controversy as to the propriety or allowability of all or any portion of such claim under this paragraph, such dispute or controversy shall be resolved and be decided by the City Council of the City of Fort Worth, and the decision by the City Council of the City of Fort Worth shall be final and binding upon all parties to this contract SECTION O SIGNS General Conditions for Facility Construction Lump Sum Contract Construct Public Health Cente r and Construct Evans and Rosedale Development Parking Lot March 2008 The Contractor shall construct and install the project designation sign as required in the Contract Documents and In strict accordance with the Specification s for "Project Designation Signs." This sign shall b e a part of this Contract and shall be inc laded in the Contractor's Base Bid for the Project. General Conditions for Facility Construction Lump Sum Contract Construct Public Health Cente r and Construct Evans and Rosedale Development Parking Lot March 2008 SECTION P TEMPORARY FACILITIES P-1 SCOPE: The Contractor shall furnish, erect, and maintain facilities and perform temporary work required In the performance of this Contract, including those shown and specified. P-2 USE OF TEMPORARY FACILITIES: All temporary facilities shall be made available for use by all workmen and subcontractors employed on the project, subject to reasonable directions by the Contractor as to their proper and most efficient utilization. P-3 MAINTENANCE AND REMOVAL: The Contractor shall maintain temporary facilities in a proper, safe operating and sanitary condition for the duration of the Contract. Upon completion of the Contract, all such temporary work and facilities shall be removed from the premises and disposed of unless otherwise directed or specified hereunde r. P-4 FIELD OFFICES AND SHED: The Contractor is not required to provide a temporary field office or telephone for projects under $1.000,000. Contractor shall equip the Project Superintendent with a pager and provide 24-hour contacts to the City. The Contractor shall provide a temporary field office building for himself, his subcontractors and use by the Architect. For construction contracts with a bid price in excess of $1,000,000.00, the Contractor shall provide a separate field office for th a City's field representative (but the separate office ma y be in the same structure). The buildings shall afford protection against the weather, and each office shall have a lockable door, at least one w indow, adequate electrical outlets and lighting, and a shelf large an ough to accommodate perusal of the project draw ings. Openings shall have suitable locks. Field offices shall be maintained for the fu II time during the operation of the work of the Contract. During cold weather months, the field offices shall be suitably insulated and equipped with a heating device to maintain 70 degree Fahrenheit temperature during the workday. During warn weather the offices shall be equipped with an air conditioning device to maintain temperature below 75 degrees F. Upon completion of the work of the Contract, the Contractor shall remove the building from the premises. In addition to the drawing shelf, provide for the City field representatives office: one deck, four chairs, plan rack and a four d rawer filing cabinet (with lock). Each office steal I contain not less than 120 square feet of floor space. The Contractor shall provide and maintain storage sheds other temporary buildings or trailers on the project site as required for his use. Location of sheds and trailers shall be as approved by the Owner. Remove sheds when work is completed, or as directed. P-5 TELEPHONE: The Contractor shall provide and pay for telephone installation and service to the field offices described above. Service shall be maintained for th a duration of operations under this contract. The Contractor shall provide for and pay for an automatic telephone -answering device at the site office for the duration of the project. Contractor will install separate fax lines and instruments for the City and the Contractor. P-fi TOILET FACILITIES: The Contractor shall provide proper, sanitary and adequate toilet facilities for the use of all workmen and subcontractors employed on the project. P-7 UTILITIES: Contractor shall make all necessary arrangements and provide for temporary water and electricity required during the construction. Contra ctor shall provide and install temporary utility meters during the contract construction period . These meters will be read and the Contractor will be billed on this actual use. The Contractor shall provide all labor and materials required to tap into the utilities. The Contractor shall make t he connections and extend the service lines to the construction area for use of all trades. Upon completion of the work all util ity lines shall be removed and repairs made to the existing lines. Only utilities at existing voltages, pressures, frequencies, etc. w ill be available to the Contractor. Water. Provide an ample supply of potable water for all purposes of construction at a point convenient to the project or as show n on the Drawings. Pipe water from the source of supply to all points where water will be required. Provid a sufficient hose to carry water to every required part of the construction and allow the use of water facilities to subcontractors engaged on the work. provide pumps, tanks and compressors a s may be required to produce required pressures. Electric Service. Provide adequate electric service for power and lighting to all points where required. Temporary, electric service shall be of sufficient capacity and characteristics to supply proper current for various types of construction tools, motors, welding machines, lights, heating plant, air conditioning system, pumps, and other work required. Provide sufficient number of el ectric outlets so that 50 foot long extension cords will reach all work requiring light or power. Lighting. Supply and maintain temporary lighting so that work of all trades may be properly and safely performed, In such areas and at such time that day-fight€ng is inadequate. Provide at least 0.75 watts of incandescent lighting per squgr4e foot and maintain a socket voltage of at least 110 voits. Use at least 100-w aft lamps. In any event, the lighting intensity shall not be less than 5 foot candles in the vicinity of work and traffic areas. P-8 HEATING: Heating devices required under this paragraph shall not be electric. The Contractor shall provide heat, ventilation, fuel and services as required to protect all work and materials and to keep the humidity dow n to the extent required to prevent corrosion of any metal and to prevent dampness or mildew which is potentially damaging to materials and finishes. All such healing, ventilation and services shall be provided and maintained until final acceptance of all work. In addition, the Contractor shall provide heat ventilation prior and during the following work operations as follows: General Conditions for Facility Construction Lump Sum Contract Construct Public Health Cents r and Construct Evans and Rosedale Development Parking Lot March 2008 a) At all times during the placing, setting and curing of concrete provide sufficient heat to insure the heating of the spaces involved to not less than 40 F. b) From the beginning of the application of drywall and during the selling and curing period, provide sufficient heat to pr oduce a temperature in the spaces involved of not less than 55 F. c) For a period of seven (7) days previous to the placing of interior finish materials and throughout the placing of finish painting, decorating and laying of resilient flooring materials, provide sufficient heat to produce a temperature of not less than 60 F. P-9 TEMPORARY CONSTRUCTION, EQUIPMENT AND PROTECTION: The Contractor shall provide, maintain, and remove upon completion of the work all temporary rigging, scaffolding, hoisting equipment, rubbish chutes, ladders to roof, barricades around openings, and all other temporary work as required to complete all work of the Contract. Contractor shall coordinate the use and furnishing of scaffolds with his suh-contractors. The Contractor shall provide, maintain, and remove upon completion of the work, or sooner, if authorized by the Owner, all fences, barricades, lights, shoring, pedestrian walkways, temporary fire escapes, and other protective structures or devices necessary for the safety of workmen, City employees, equipment, the public and property. All temporary construction and equipment shall conform to all regulations, ordinances, laws and other requirements of the authorities having jurisdiction, including insurance companies, w ith regards to safety precautions, operation and fire hazard. The Contractor shall provide and maintain pumping facilities, including power, for keeping the site, all times, whether from underground seepage, rainfall, drainage of broken lines. The Contractor shall maintain provision for closing and looking the building at such time as possible to do so. If this is not feasible, maintain a night The Contractor shall provide and maintain all barricades or enclosures, required to protect the work in progress from outside elements, dusts, and other disturbances as a result of work under this Contract. Such protection shall be positive, shall meet the approval of the Owner and shall be maintained for the duration of the construction period or as required to provide for the protection as specified. P-10 PROJECT BULLETIN 13OARDr The Contractor shall furnish, install and maintain during the life of the project a weather - light bulletin board approximately 3 feet high by 5 feet wide having not less than two hinged or sliding glass doors w ith provisions for looking. The bulletin board shall be mounted where and as approved by the Owner, in a prominent place accessible to employees of the Contractor and sub -contractors, and to applicants for employment. The bulletin board shall remain the property of the Contractor and shall be removed by him upon completion of the Contract work. The following information which will be furnished by the City to the Contractor shall be posted on the bulletin board and shall be maintained by the Contractor in easily readable condition at all times for the du ration of the Contract. a. The Equal Opportunity Poster and Notice Nondiscriminalion of Employment (Standard Form 38). b. Wage Rate Information Poster (Form SOL 155), with the Contract Schedule of minimum wage rates as required by the Davis -Bacon Act. C. Safety Posters. SECTION Q VENUE Should any action arise out of the terms and conditions of this contract, venue for sa id action shalt lie in Tarrant County, Texas. General Conditions for Facility Construction Lump Sum Contract Construct Public Health Cente r and Construct Evans and Rosedale Development Parking Lot March 2008 GEOTECHNICAL ENGINEERING REPORT PUBLIC HEALTH FACILITY IH-35 W AND LUEDA STREET FORT WORTH, TEXAS REPORT NO. 94075377 October 2, 2007 Prepared for. CYPRESS EQUITIES Addison, Texas Prepared by. Terracon Consultants, Inc. Dallas, Texas October 2, 2007 Cypress Equities 15601 Dallas Parkway, Suite 400 Addison, Texas 75001 Attn: Mr. Wayland Threadgill Re. Geotechnical [Engineering Report Public Health Facility Dort Worth, Texas Report No. 94075377 Dear Mr. ThreadgilL- 1rerr con Consulting Engineers & Scientists }ia! .n:le@;}t••r i roewi:Y, Dtdlas. Texas 7S2 7 Phone 214.630.101 L- Fax 214.630.1010 www terrac ol> 'con, In accordance with your authorization, Terracon has completed its geotechnical engineering report at the above referenced site. This work was accomplished following the general scope outlined in Terracon's proposal number P07941372 dated August 30, 2007. The results are presented in the attached report. Please do not hesitate to contact us if there are any questions. We stand ready to assist in any way during the design or construction phases of the project. We appreciate the opportunity to provide these services. Sincerely, Terracon Consultants, Inc. SP ZT—�" --'� Siva P. Pathivada, E.I.Tw aa+asn• Project Manager J i:- R Iph . Barnes; ;7�;;.P. Principal e;R Copies submitted: 3 Delivering Success for Clients and Employees Since 1965 More Than 80 Offices Nationwide I I rerrwon TABLE OF CONTENTS Page Letterof Transmittal ....... ,............................... ........................................................................ i INTRODUCTION..................................................................................................................1 PROJECT DESCRIPTION..................................................................................................1.1 SITE EXPLORATION PROCEDURES.................................................................................1 FieldExploration........................................................................................................1 Laboratory Testing ............. ............................................. .............2 SUBSURFACE CONDITIONS ............:.................................................................................2 SoilConditions..........................................................................................................2 Groundwater Conditions............................................................................................3 ENGINEERING RECOMMENDATIONS...............................................................................3 Geotechnical Considerations.....................................................................................3 Drilled Shafts Design Recommendations...................................................................4 Straight Drilled Shafts..........................................................................................4 Soil Induced Uplift Loads .............................. Lateral Passive Earth Pressure............................................................................5 Drilled Shaft Construction Considerations............................................................5 GradeBeams.................................................................................. .....6 Seismicity..................................................................::...................................... .8 FloorSystem.............................................................................................................6 Structural Floor Slabs..........................................................................................7 Floor Slab/Flatwork on Modified Subgrade ..........................................................7 BelowGrade Walls....................................................................................................8 EARTHWORK....................................................................................................... ...10 SiteGrading......................... ................................................................................... 10 Building/Flatwork Subgrade Modification.................................................................10 Water Pressure Injection....................................................................................10 Excavation and Reworking................................................................................11 Drainage........................................................:.........................................................12 Utilities.....................................................................................................................12 PAVEMENTS......................................................................................................................13 PavementSubgrades ..............................................................................................13 Pavement Sections..................................................................................................13 Preventative Maintenance.......................................................................................14 GENERALCOMMENTS.....................................................................................................14 I I"arracon APPENDIX Figure BoringLocation Diagram.......................................................................................................1 Logsof Boring.......................................................................... .. 2-77 General Notes on Boring Logs.................................................................---..:.8 Unified Soil Classification System.........................................................................................9 I rerrecon GEOTECHNICAL ENGINEERING REPORT PUBLIC HEALTH FACILITY IH-35 W AND LUEDA STREET FORT WORTH, TEXAS REPORT NO. 94075377 October 2, 2007 INTRODUCTION A public health facility is planned to be constructed in an area bounded by IH-35 W, Lueda Street, Missouri Avenue and Terrell Street in Fort Worth, Texas. This report describes the subsurface conditions encountered in the borings and provides recommendations regarding the geotechnical design and construction of foundations, floor slabs, and pavements. In addition, general earthwork recommendations are provided. Our scope of services included drilling and sampling six borings, laboratory testing, and engineering analyses. PROJECT DESCRIPTION The public health facility will be two stories with a footprint of about 37,000 SF. Column loads are estimated to be about 300 kips. Surface parking is planned on the west and north sides of the proposed building. Additional surface parking is planned on the east side of Missouri Avenue. Finished floor elevations are not known at this time; however, we assume finished floor elevations will be ± 2 feet of existing grades. SITE EXPLORATION PROCEDURES Field Exploration Six borings were drilled on September 14, 2007 at the approximate locations shown on the Boring Location Diagram, Figure 1, in the Appendix. Borings B-1 through B-3 were drilled within the proposed building pad area, and the remaining three borings were drilled in the area of pavement. The borings were located in the field by a representative of Terracon. The boring locations are considered to be approximate. The results -of the field exploration program are presented on the Logs of Borings, Figures 2 through 7, in the Appendix. General Notes for terms and abbreviations used in the boring logs are presented on Figure 8. Field logs of the borings were prepared by the drill crew. These logs included visual classifications of the materials encountered as well as interpretation of the subsurface conditions between samples. The boring logs included with this report represent the engineer's interpretation of the field logs and include modifications based on laboratory evaluation of the samples. Public Health Facility Fort Worth, Texas Report No. 94075377 October 2, 2007 `lrerra mn A truck -mounted auger -drilling rig was used to advance the boring. Samples of the soils encountered in the boring were obtained using thin walled tube sampling procedures. The samples were tagged for identification, sealed to reduce moisture loss, and taken to the laboratory for further examination, testing, and classification. The load -carrying capacity of the shale encountered was evaluated in the field by performance of the Texas Department of Transportation Cone Penetration Test. Laboratory Testing The Logs of Boring and samples were reviewed by a geotechnical engineer who selected representative samples for testing. Tests were performed by technicians working under the direction of the engineer. A brief description of the tests performed follows. Liquid and plastic limit tests were performed on selected soil samples. These tests were used in conjunction with moisture content measurements to aid in classifying the soils in accordance with the Unified Soil Classification System (USCS). The USCS is summarized on Figure 9 in the Appendix. These tests were also used for evaluating soil volume change potential. Absorption swell tests were also performed on selected samples of the cohesive soils to evaluate swell potential at in -situ moisture levels. Hand penetrometer tests were performed on selected samples of the cohesive soils to evaluate the consistency and strength of these materials. The results of the laboratory tests are presented on the Logs of Boring in the Appendix. Results of the swell test are presented in Table 1. TABLE t - SUMMARY OF SWELL TESTS Boring Depth Initial Moisture Final Moisture Surcharge Swell No. (feet) (%) N (psf) N B-1 2-4 13 20 375 6.2 B-2 6-8 24 26 875 2.5 SUBSURFACE CONDITIONS Soil Conditions The subsurface conditions encountered at the individual test locations are indicated on the attached boring logs. The stratification boundaries on the boring logs represent the approximate location of changes in soil types; in -situ, the transition between materials may be gradual. A brief discussion of the stratigraphy indicated by the exploration program is presented below. K Public Health Facility Fort Worth, Texas Report No_ 94075377 October 2, 2007 lrerrwon Pill material comprising of tan and brown fat clay with calcareous nodules and gravel was encountered at the top 6 inches in Boring B-4. Tan, brown, dark brown, tannish brown and orange fat clays with occasional calcareous nodules and gravel were encountered at the surface to depths of 11.5 to 13 feet in Borings B-1 through B-3. In Borings B-4, B-5 and B-6, these clays extended to the termination depth of 5 feet. The clays had Liquid Limits (LL's) ranging from 60 to 66 percent and Plasticity Indices (PI's) ranging from 39 to 44, classifying as CH by the USCS. The clay soils were stiff to hard in consistency at the time the borings were drilled. Brown and gray shaley fat clays were encountered between 11.5 to 18 feet in Boring B-1. These are visually classified as CH. These were hard in consistency. Gray shale was encountered in Borings B-1, B-2 and B-3 beneath the clay strata at depths of 12 to 18 feet. The shale contained limestone layers with depth. The surficial clay soils encountered at this site are considered to be highly active with respect to moisture induced volume changes. Active soils can experience significant volume changes (expansion or contraction) with fluctuations in their moisture content. Groundwater Conditions The borings were advanced in the dry using auger drilling techniques, which allows short- term groundwater observations to be made while drilling. Seepage was observed in Boring B-3 at 14 feet during drilling. The boring was dry on completion. The other borings were dry during and upon completion of the borings. These observations represent only current groundwater conditions, and may not be indicative of other times or at other locations. Groundwater conditions can change with varying seasonal conditions, landscape irrigation, and other factors. ENGINEERING RECOMMENDATIONS Geotechnical Considerations Active soils were encountered in the borings. These can subject shallow foundations bearing on these soils to significant differential movements due to moisture fluctuations in the soils. We estimate the potential magnitude of post -construction heave at this site to be 4 or more inches for dry subgrade conditions. A positive means to reduce the potential for foundation movement would be to support the structure on a foundation system bearing below the zone of seasonal moisture variation. Based on the column loads associated with the structure, straight drilled shafts founded in the gray shale bedrock are recommended. 3 Public Health Facility Fort Worth, Texas Report No. 94075377 October 2, 2007 lferracon A floor system structurally suspended above the subgrade is recommended for the building. If potential slab movements of about 1 inch are acceptable, consideration can be given to supporting the floor on a modified subgrade. It should be noted that there is a risk that f- inch movement can result in unsatisfactory performance. Some of the risks that can affect performance include uneven floors, floor and wall cracking, and sticking doors. Geotechnical recommendations for the building foundation, floor slab subgrade preparation, below grade construction, earthwork and pavement are presented in the following report sections. Drilled Shafts Design Recommendations Straight Drilled Shafts Straight drilled shafts bearing in the gray shale can be designed for a combination of and bearing and skin friction. Recommended design values are presented in Table 2. TABLE 2 -- DRILLED SHAFT DESIGN VALUES Bearing Stratum Penetration into Shale Allowable End Bearing Allowable Skin friction Compression Tension Gray Shale 0 -10 feet 12,000 psf 2,000 psf 1,500 psf 10+ feet 17,000 psf 2,500 psf 2,000 psf A minimum penetration of 4 feet or one shaft diameter, whichever is deeper, into the gray shale is recommended to achieve the allowable end bearing value. Deeper penetrations will be required to develop additional skin friction and/or uplift resistance. Skin friction should only be considered for that portion 'of the shaft embedded in the gray shale below any temporary casing. In order to develop allowable bearing resistance given in Table 2, we recommend that adjacent shafts maintain a minimum center to center spacing of 2.5 times the diameter of the larger shaft. Closer spacing will require reductions in the skin friction values presented above, and possibly special installation sequences. As a general guide, the design skin friction will vary linearly from the full value at a spacing of 2.5 diameters to 50 percent of the design value at 1.0 diameter. n Public Health Facility Fort Worth, Texas Report No. 94075377 October 2, 2007 `lrerracon Groups of 3 or more shafts spaced closer than 2.5 shaft diameters, or groups of shafts with uplift loads, should be evaluated on a case by case basis by this office. Alternative installation sequences should be implemented during group shaft installation to allow for a minimum of 48 hours curing time for concreted shafts, before installation of adjacent shafts. Settlement of properly installed drilled shafts is expected to be less than '/! inch. This settlement is expected to occur from compression of the concrete and shale as- the column loads are applied. Soil Induced Uplift Loads The shafts will be subject to uplift as a result of heave in the overlying clayey soils. The magnitude of these loads varies with the shaft diameter, soil parameters, and particularly the in -situ moisture levels at the time of construction. The shafts must contain sufficient continuous vertical reinforcing and embedment depth to resist the net tensile load. For the conditions encountered at this site, the uplift load can be approximated by assuming a uniform uplift of 2,000 psf over the shaft perimeter for a depth of 10 feet. If the building pad is moisture conditioned as discussed in the "Floor Slab/Flatwork on Modified Subgrade" section of this report, the uplift load can be reduced to 1,200 psf for a 10 foot depth. Lateral Passive Earth Pressure The drilled shafts supporting the building walls could be subject to lateral loads An allowable passive resistance of 1,000 psf is recommended in the clayey soils and 10,000 psf is recommended in the gray shale. The upper 6 feet of soil should be neglected in passive resistance. The passive resistance should be applied to the projected diameter of the drilled shaft. Drilled Shaft Construction Considerations Drilled shafts should be installed in accordance with most current American Concrete Institute's "Standard Specification for the Construction of Drilled Piers" ACI 336.1. Installation of the drilled shafts should be accomplished in a reasonably continuous manner to reduce side wall and end bearing deterioration problems. The drilled shafts should not be allowed to have an enlarged top in contact with the clays. Excavations for the shafts should be maintained in the dry. Goundwater seepage was observed in Boring B-3 at a depth of 14 feet during drilling, and could be encountered during installation of the shafts. Rapid placement of steel and concrete may permit installation to proceed; however, temporary casing could be required for installation of the straight shafts. The casing should be seated in the shale with all water and most loose material removed prior to beginning the design penetration. Care must then be taken that a sufficient head of plastic concrete is maintained within the casing during extraction. Public Health Facility Fort Worth, Texas Report No. 94075377 October 2, 2007 ` rerracon The concrete should have a slump of 6 inches plus or minus 1 inch and be placed in a manner to avoid striking the reinforcing steel during placement. Complete installation of individual straight shafts should be accomplished within an 8-hour period after the design penetration into the bearing stratum is begun. Close coordination of excavation and concreting could be required to reduce caving or groundwater problems.. The .drilled shaft design recommendations provided in this report are based on proper construction procedures, including maintaining a dry shaft excavation and proper cleaning of bearing surfaces prior to placing reinforcing steel and concrete. All installations should be inspected by qualified geotechnical personnel to help verify the bearing stratum, the design penetration, and perform related duties. Grade Beams The drilled shafts should support all grade beams or wall panels. A minimum void space of 8 inches is recommended between the bottom of grade beams, pier cap extensions and wall panels and the subgrade. This void will serve to reduce distress resulting from swell pressures generated by the clays. Structural cardboard forms are one acceptable means of providing this void beneath cast -in -place elements. Soil retainers should be used to help prevent the filling of the void with soil. The grade beams should be formed rather than cast against earth trenches_ Backfill against the exterior face of grade beams should be properly compacted on -site clays. Compaction should be a minimum of 93 percent of ASTM D 698 maximum dry density. The fill soil should be placed at 3 or more percentage points above the optimum moisture content as determined by that test. Seismicity Based on our knowledge of the site geology and the 2003 International Building Code, Table 1615.1.1 Site Class Definitions, the site soils can be characterized as Site Class C. Site Class C is described as stiff soils and soft rock for the top 100 feet of the site soil profile. {door System Lightly loaded floor slabs placed" on -grade will be subject to movement as a result of moisture induced volume changes in the active soils. The soils expand (heave) with increases in moisture and contract (shrink) with decreases in moisture. The movement typically occurs as post construction heave. The potential magnitude of the moisture induced movements is rather indeterminate. It is influenced by the soil properties,' overburden pressures, and to a great extent by soil moisture levels at the time of construction. Based on the soil types encountered in the A Public Health Facility Fort worth, Texas Report No. 94075377 October 2, 2007 Irerracon borings, movements in slabs -on -grade placed near existing grades are estimated to be over 4 inches for a dry soil moisture condition. A structural slab is recommended if foundation movements are to be limited to less than 1 inch. The building slabs can be supported on a modified subgrade to reduce soil movements to about 1 inch. Note that movements of even 1/2 inch can result in uneven floors, sticking doors, and cracking of floor slabs and wall partitions. if the risk of these movements is unacceptable, the floor slab should be structured. Structural Floor Slabs If floor slab movement cannot be tolerated, a floor system structurally suspended above the subgrade is recommended. A minimum void space of 12 inches is recommended beneath the slabs. The minimum void space can be provided by the use of cardboard carton forms, or a deeper crawl space. The bottom of the void should preferably be higher than adjacent exterior grades. A ventilated and drained crawl space is preferred for several reasons, including the following: Ground movements will affect the project utilities, which can cause breaks in the lines and distress to interior fixtures. A crawl space permits utilities to be hung from the superstructure, which greatly reduces the possibility of distress due to ground movements. It also can provide ready access in the event repairs are necessary. o Ground movements are uneven. A crawl space can be positively drained preventing the ponding of water and reducing the possibility of distress due to unexpected ground movements. Floor Slab/Flatwork on Modified Subgrade Slabs -on -grade construction should only be considered if slab movements are acceptable. The level of acceptable movement varies with the user. The following discussion must be reviewed when the site grading plan and finished floor elevations are available. Reductions in anticipated movements can be achieved by using methods developed in this area to reduce on -grade slab movements. The more commonly used methods consist of placing non -expansive select fill beneath the slab in conjunction with moisture conditioning the site clays using either water pressure injection or mechanical mixing of soil and water. However, the use of these methods will not eliminate the risk of unacceptable movements. 7 Public Health Facility Fort Worth, Texas Report No. 94075377 October 2, 2007 I%rrcon Based on the conditions encountered in the borings, it is estimated that movements on the order of 1 inch can generally be obtained by moisture conditioning 10 feet of the in -situ soils in conjunction with a minimum one foot cap of select fill. Slabs not capable of experiencing this level of movement should be structurally suspended as discussed above. Moisture conditioning can be achieved by either water pressure injection or mechanical mixing of water and soil as discussed in the "Earthwork" section of this report. The subgrade modification should be extended beyond the building lines to include building entrances or other fiatwork areas sensitive to movement. As an alternative to the cap of non -expansive select fill, the moisture conditioned soils can be capped with flexible base material or a lime stabilized subgrade. These provide a more all weather surface for construction, and are often considered an economic advantage. The flexible base should meet the requirements of TxDOT Item 247, Type A, Grade 1 or 2. Recycled concrete meeting these requirements is acceptable. If lime stabilization is used, a minimum of 8 percent hydrated lime (TxDOT Item 260), by dry weight, should be used. The lime stabilization should be 6 inches deep. Rutted or failed areas should be repaired prior to placing the stab. It should be realized that even slab movements of one-half inch can result in distress to floor coverings, interior partitions, CMU block walls, and architectural finishes. Special provisions should be made to accommodate movement if slabs -on -grade construction is used. The protective cap serves to retard desiccation of the moisture conditioned clays. Steps -should be taken to prevent desiccation of the clays around the perimeter of the structure where the select fill cap feathers out, or the clays are exposed by cuts. A properly designed and constructed vapor retarder should be provided beneath those portions of the slab, which will be carpeted, sealed, or receive moisture sensitive coverings. Below Grade Walls Below grade construction is expected to be limited to shallow mechanical pits. Some low site walls could also be required. Walls associated with the structure or walls that are sensitive to movements should be supported by drilled shafts as previously discussed 'in the "Foundation Systems" section of this report. A void of 8 inches should be provided beneath the wall and the clay subgrade, if drilled shafts are used. Site walls that can tolerate movements can be supported by continuous footings founded in the surficial soils or properly compacted fill materials. Footings situated a minimum of 2 feet below finished grade may be proportioned with a maximum allowable bearing pressure of 1,500 psf. A coefficient of friction of 0.35 is recommended for evaluating sliding resistance. 9 Public Health Facility Fort Worth, Texas Report No. 94075377 October 2, 2007 Irerracan Additional passive resistance can be developed by using a key beneath the wall footing. An allowable passive pressure of 500 psf may be considered against the face of the key in clay soils. Lateral earth pressures acting on the walls will depend on the type of backfill material used and drainage conditions behind the wall. Recommended lateral earth pressures expressed as equivalent fluid pressures are presented below in Table 3 for rigid and flexible walls for drained conditions. Rigid walls are not anticipated to deflect sufficiently to mobilize active earth pressures. Elevator pit walls should be considered rigid. Active earth pressures can be used where the top of the wall will deflect on the order of 0.5 percent of the wall height. TABLE 3 - EQUIVALENT FLUID PRESSURES Active At -Rest Backfill Material (Flexible) (Rigid) On -site soils 85 pcf 100 pcf Select Fill, with Liquid Limit less than 35 and 50 pcf 65 pcf Plasticity Index less than 15 Granular backfill, less than 3% passing No. 200 sieve and less than 30% passing No. 40. Non- 35 pcf 50 pcf plastic The wall backfill limits should extend outward at least 3 feet from the base of the wall and then upward on a 1 H:2V slope. For narrower backfill widths of granular or select fill soils, the equivalent fluid pressures for the on -site soils should be used. The lateral earth pressure values do not include surcharge loads due to overburden, traffic, equipment, etc. Surcharge loads should be considered if they apply at the surface above the wall within areas defined by an angle of 45 degrees from the base of the wall. A lateral pressure coefficient of 0.5 is recommended for uniformly distributed surcharge loads. Wall backfill materials should be placed in loose lifts, less than 9 inches thick and uniformly compacted to a minimum density of 95 percent of ASTM D 698. Moisture content during placement of cohesive backfill should be within 0 to +5 percentage points of the optimum moisture content as measured in test method ASTM D 698. Granular backfill should not be water jetted to achieve compaction and should, be placed at a moisture content to allow the desired density to be achieved. 9 Public Health Facility Fort Worth, Texas Report No. 94075377 October 2, 2007 i%rramn Care should be taken that backfill is not over compacted, which could increase the lateral pressures on the walls. The top of the backfill should be protected by flatwork, paving or for granular backfill a minimum of 2 feet of clay fill to prevent surface infiltration. The design recommendations presented above assume hydrostatic pressures will not develop behind the wall. For structure walls, the drains should be a minimum of 12 inches lower than the adjacent slab. Drainage for free standing wails can be provided by using a collector pipe or weep holes near the base of the wall. Drains should be properly filtered to - minimize the potential for erosion through these drains and/or plugging of drain lines. Settlement of the wall backfill should be anticipated. Piping and conduits through the fill should be designed for potential soil loading due to fill settlement. Flatwork, sidewalks and pavements over fills may also settle. Backfill compacted to the density recommended above is anticipated to settle on the order of one to two percent of the fill thickness. EARTHWORK Site Grading The on -site soils are suitable for use in site grading. Imported fill material should be clean soil with a liquid limit (LL) of less than 60 percent and contain no rock greater than 4 inches in maximum dimension. Prior to placing any fill, the areas to receive fill will need to be stripped and grubbed. Any soft or pump areas should be excavated to a firm subgrade and properly backfilled. The subgrade should then be scarified to a minimum depth of 6 inches and uniformly compacted to a minimum of 95 percent of ASTM D 698 maximum dry density at a minimum of +1 percent above the optimum moisture content as determined by that test. The fill materials should then be spread in loose lifts less than 9 inches thick and uniformly compacted to the same criteria. If filling is suspended and the subgrade becomes desiccated or rutted, it should be reworked prior to placement of a subsequent lift. Building/Flatwork Subgrade Modification Water Pressure Injection If water pressure injection is used the area to be water injected should first be graded to the bottom of the select fill cap following the "Site Grading" section of this report. Swelling of the active clays should be anticipated during the water injection process. Additional grading of the site may be required. The subgrade should be uniformly injected to a depth of 10 feet. The effectiveness of the water injection shall be assessed by soil borings and laboratory tests following a twenty-four hour curing period. One boring should be continuously sampled to the injected depth for every 5,000 to 10,000 sq. ft. of injected surface area. At 10 Public Health Facility Fort Worth, Texas Report No. 94075377 October 2, 2007 I Perracon least two borings should be drilled'and sampled. Laboratory tests should be performed on tube samples (not cuttings) to measure the soil moisture content and hand penetrometer resistance at 1-foot intervals. Absorption swell tests should be performed at about 2.5 to 5 foot intervals within the injected depth. The soil should be injected with sufficient number of water injection passes to reduce the average vertical swell to 1 percent or less in each test boring as determined by absorption swell tests under the final overburden pressure. The surface of the injected area should be sealed or otherwise protected against moisture loss until the select fill is placed. We recommend the injection process be observed on a full-time basis by qualified personnel. The surface soils are dry and hard. Initial penetration with the injection rods may be difficult for soils in a dry condition. It is not possible to predict the actual number of injection passes required to properly moisture condition the active clay soils. Multiple injections should be anticipated. Both the cost and time associated with the possibility of multiple injections being required should be included in the project budget and schedule. Excavation and Reworking The areas to be treated should be undercut to permit the installation of 10 feet of reworked , material below the bottom of the select fill pad. The undercut should extend beyond the building at entrances, adjoining sidewalks and other areas sensitive to movement. The exposed subgrade soil should be scarified to a depth of 8 inches and compacted to between 92 to 98 percent of Standard Proctor (ASTM D 698) maximum dry density at a minimum of +4 percentage points above the soil's optimum moisture content. The excavated soils, free of debris, rocks greater than 4 inches in maximum dimension and any deleterious material, should be thoroughly mixed with water as needed to raise the soil moisture content to 4 or more percentage points above optimum moisture content. The moisture conditioned fill can then be replaced in loose lifts, less than 9 inches thick, and uniformly compacted. Each lift should be compacted to between 92 and 98 percent of the Standard Proctor (ASTM D698) maximum dry density. Care should be taken that a lift is not allowed to desiccate prior to placing a subsequent lift. The select fill or flexible base should then be placed above the reworked subgrade, or lime stabilization begun, within 48 hours of completing the installation of the moisture conditioned soils. Select Fill The material used as select fill should be very sandy clay to clayey sand with a Liquid Limit less than 35 percent and a Plasticity Index between 6 and 15. It should be spread in loose lifts, not exceeding 9 inches thick, and uniformly compacted to a minimum of 95 percent of 11 Public Health Facility Fort Worth, Texas Report No. 94075377 October 2, 2007 I reirracon ASTM D698 at -2 to +2 percentage points of the soil's optimum moisture content. The first lift of select fill should be placed wet of optimum to prevent drying the underlying subgrade. Positive drainage must be provided away from the structure to prevent the ponding of water in the select fill, during and following construction. Care must be taken that backfill against the exterior face of grade beams is properly compacted onsite clay as discussed in the section "Grade Beams/Pier Caps". Leave -outs in the floor slab should be protected from ponding water during construction. Drainage All grades must be adjusted to provide positive drainage away from the structure. Open ground should preferably be sloped at a minimum of 5 percent grade for at least 10 feet beyond the perimeter of the structure. Where paving or flatwork abuts the structure, care should be taken that the joints are properly sealed and maintained to prevent the infiltration of surface water. Water permitted to pond near the building will result in movements that exceed those discussed in this report. Flatwork and pavement will be subject to post construction movement. Maximum grades ,practical should be used for paving and flatwork to prevent areas where water can pond. In addition, allowances in final grades should take into consideration post -construction movement of flatwork, particularly if such movement would be critical. Consideration should be given to preparing the subgrade as discussed in the "Slabs on Modified Subgrade" section of this report in movement sensitive areas. Where paving or flatwork abuts the structure, care should be taken that joints are properly sealed and maintained to prevent the infiltration of surface water. Planters located adjacent to the structure should preferably be self-contained or at least designed to drain away from the building. Sprinkler mains should be located a minimum of five feet away from the building line. If heads must be located adjacent to the structure, then service lines off the main should be provided. Roof drains should discharge on pavement or be extended away from the structure. Ideally, roof drains should discharge by closed pipe to the storm drainage system. Utilities Care should be taken that utility trenches are not left open for extended periods, and they are properly backfilled. Backfilling should be accomplished with properly compacted on -site soils, rather than granular materials. A positive cut-off at the building line is recommended to help prevent water from migrating in the utility trench backfill. 12 Public Health Facility Fort Worth, Texas Report No. 94075377 October 2, 2007 PAVEMENTS irerracnn Pavement Subgrades Subgrade materials at this site are anticipated to consist of clays. The clay soils are subject to loss of support with the moisture increases that can occur beneath paving. The clayey soils react with hydrated lime, which serves to improve and maintain their support value. Lime stabilization is recommended beneath flexible (asphalt) and is not required under rigid (concrete) pavement sections. Pavement subgrades should be graded to prevent ponding and infiltration of excessive moisture on or adjacent to the pavement subgrade surface. A minimum of 8 percent hydrated lime (TxDOT Item 264), by dry weight, should be used for asphalt pavement_ The lime should be thoroughly mixed and blended with the top 6 inches of the subgrade (TxDOT, Item 260). Stabilization should extend a minimum of one foot beyond the edge of the pavement. The subgrade, stabilized or not, should then be uniformly compacted to a minimum of 95 percent of ASTM D698 between -1 to +3 percentage points of the optimum moisture content determined by that test. It should then be protected and maintained in a moist condition until the pavement is placed. Pavement Sections Both asphalt and concrete pavement sections are presented below. They are not considered equal. Over the life of the pavement, concrete sections would be expected to require less maintenance. Five inches of asphaltic concrete should be adequate in parking lots serving only automobile traffic. This should be increased to six inches for drives subject to more frequent automobile traffic and occasional delivery trucks. The section should consist of a two-inch surface course similar to TxDOT Type D and a base course similar to Type B. The coarse aggregate in the surface course should be crushed limestone rather than gravel. Portland cement concrete is recommended in areas subject to truck and dumpster traffic and is suitable for automobile drives and parking lots. Five inches of concrete is recommended for automobile parking lots and drives with six or more inches, depending on traffic mix and volume, in areas receiving truck and dumpster traffic. The dumpster apron should be a minimum of 7 inches thick. The concrete should have a minimum 28-day compressive strength of 3,000 psi in automobile lots and 3,500 psi in truck and dumpster areas. It should contain a minimum of 6 ±1.5 percent entrained air for a one -inch maximum aggregate size. As a minimum, the section should be reinforced with No. 3 bars on 18-inch centers in both directions. 13 Public }health Facility Fort Worth, Texas Report No. 94075377 October 2, 2007 I errac®n Pavements will be subject to movements of several inches. Plat grades should be avoided with positive drainage provided away from the pavement edges. Backfilling of curbs should be accomplished as soon as practical to prevent ponding of water. Preventative Maintenance Preventative maintenance should be planned because of the active nature of the clayey soils at this site. Differential soil movements can occur that can cause pavement cracking and opening of joints. Water entering joints can reduce the service life of the pavement. Preventative maintenance should be provided for through and on -going pavement management program to enhance future pavement performance. Preventative maintenance activities are intended to slow the rate of pavement deterioration and to preserve the pavement investment. Preventative maintenance consists of both localized maintenance (e.g. crack and joint sealing and patching) and global maintenance (e.g. surface sealing). Preventative maintenance is usually the first priority when implementing a planned pavement maintenance program and provides the highest return on investment for pavements. Also, thicker pavement sections could be used to reduce the required maintenance and extend the service life of the pavement. Signs should be placed at the entrances of the parking area to limit heavy trucks being on the automobile pavements. Prior to implementing any maintenance, additional engineering observation is recommended to determine the type and extent of preventative maintenance. GENERAL COMMENTS Terracon should be retained to review the final design plans and specifications so comments can be made regarding interpretation and' implementation of our geotechnical recommendations in the design and specifications. Terracon also should be retained to provide testing and observation during excavation, grading, foundation and construction phases of the project. The analysis and recommendations presented in this report are based upon the data obtained from the borings performed at the indicated locations and from other information discussed in this report. This report does not reflect variations that may occur between borings, across the site, or due to the modifying effects of weather. The nature and extent of such variations may not become evident until during or after construction. If variations appear, we should be immediately notified so that further evaluation and supplemental recommendations can be provided. The scope of services for this project does not include either specifically or by implication any environmental assessment of the site or identification of contaminated or hazardous materials or conditions. If the owner is concerned about the potential for such contamination, other studies should be undertaken. 14 Public )"Health Facility Fort Worth, Texas Report No. 94075377 October 2, 2007 Irerracon This report has been prepared for the exclusive use of our client for specific application to the project discussed and has been prepared in accordance with generally accepted geotechnical engineering practices. No warranties, either expressed or implied, are intended or made. Site safety, excavation support, and dewatering requirements are the responsibility of others. In the event that changes in the nature, design, or location .of the project as outlined in this report are planned, the conclusions and recommendations contained in this report shall not be considered valid unless Terracon reviews the changes and either verifies or modifies the conclusions of this report in writing. 15 APPENDIX l%rracon Ld W cr E` V) Q Q LU ----- - -- , r-----------} r--—— — —_——- I i- . j I 9 F w� L-----z--J L--------J I 1 I� DY 1 LLB L----------J I I L--------- L_------ I { __J L-J 3nN3AV INnossiw I I L J 1 1 I m I I { I Zz Lo wm I I I 1 7 1 I II z I 1 am I { I I j L+) F I 11 iz i m II nQ. �J 1 Lit__...-------- 0 L 1 -..----_ I I lJ J L I z Ln L--------^� L----------I I I I 1 I w II MS.9 AVMHDIH 31t IS831N1 w w L_j :Ino.(o-1 bmP'LLCSLO66\LOOZ\DaO\a8H\:O LOIZOIO! :aIDO ppz� QCA t� z am iz 02 P LU b M6 iT LOG OF BORING NO. B- I CLIENT; Cypress Equities Addison, Texas PROJECT: Public Health Facility BORING See Figure 1 LOCATION: SITE: IH 35W & Lueda Street Fort Worth, Texas o DESCRIPTION Approx. Surface Elevation. NIA ft LU w o SAMPLES TESTS J m V) a a a C? F a Mw a° mm d w 2� p 4R a z c�ct } " w� aC� W o o aU LL 4� Ow o � a ..., x w Z 1- g ca ohz eP to z din LL w w�w � LU o Urn 0 Z w j FAT CLAY, 2.0 Dark brown and tan, with calcareous nodules and gravel 5 10 15 20 25 30 35 CH ST 3.25 13 121 CH 5T 4.5+ FAT CLAY, Tan and brown, with calcareous and 6.0 gravel CH 5T 4.5+ FAT CLAY, Tan, with calcareous nodules and gravel 11.5 CH ST 4.0 22 67 44 CH ST CF 4.5+ SHALEY FAT CLAY, 13.5 Brown SHALEY FAT CLAY, Brown and gray 18.0 CH ST 4.5+ CF SHALE, Gray ST TC 10015.0 127.0 CF TC 10014.75 CF SHALE, Gray, with limestone layers B.H. at 35' TC CF 100/2.5 135.0 TC 10012.0 STRATIFICATION BOUNDARIES SITU. MORE LINES REPRESENT APPROXIMATE REMARKS: BETWEEN SOIL AND ROCK 'TYPES. IN THE TRANSITION BETWEEN STRATA MAY BE GRADUAL. WATER LEVEL OBSERVATIONS, FEET Irerracon DATE DRILLED 9/14/2007 PROJECT NUMBER 94075377 Page 1 of 1 S FIGURE No seepage observed. LOG OF BORING NO. 13- 2 CLIENT: Cypress Equities PROJECT: Public Health Facility Addison, Texas BORING See Figure 1 SITE: IH 35W & Lueda Street LOCATION: Fort Worth, Texas SAMPLES TESTS d O z yE� LL 0 a X tu e J DESCRIPTION IU U m o z U)W a-Y lL � w J;CO)=a.XZv>� U&g ,LU W = U 0 mz �a �apFU� rz Approx. Surface Elevation: NIA ft o m a6ao ZW FAT CLAY, Dark brown CH ST 4.5+ FAT CLAY, 4.0 Tan and orange, with calcareous nodules CH ST 4.5+ 5 CH ST 4.5+ FAT CLAY, Tannish brown, with calcareous nodules CH 5T 4.5+ 24 106 CH ST 4.5+ 10 CF , with limestone layers B.H. at 30.0' BOUNDARIES BETWEEN SOIL AND ROCK TYPES. IN SITU, THE TRANSITION BETWEEN STRATA MAY BE MORE GRADUAL. WATER LEVEL OBSERVATIONS, FEET Q 1 No seepage observed. 15 TC 100/7.5 CF CF TC 10014.5 CF TC 10012.5 DATE DRILLED Page 1 of 1 9/1412007 FIGURE rerracon PROJECT NUMBER 3 94075377 LOG OF BORING NO. B- 3 CLIENT: Cypress Equities Addison, Texas PROJECT: Public Health Facility BORING See Figure 9 LOCATION: SITE: IH 35W & Lueda Street Fort Worth, Texas o Q 0 - DESCRIPTION Approx. Surface Elevation: NIA ft w ti w ❑ SAMPLES TESTS m U) ai w r I— I- U o� a° Wto SI- aLU mw ¢ w 0CL a ja ara w a It o a� co o o 22U LL 4 M w ❑ a ❑ a H ' a a J � } coo 3? Q a U)uP w MY) W� N z aC7 n.w o Imo- 0co o ? w Is FAT CLAY. Tannish brawn, with gravel and calcareous nodules 12.0 5 10 15 20 25 30 CH ST 3.25 CH ST 2.25 CH ST 4.5+ 18 60 39 CH ST 3.75 CH ST CF 4.5+ SHALE Gray 22.0 TO OF 10014.5 TO OF 100/7.0 _ SHALE, Gray, with limestone layers 30.0 TO 100/4.75 OF 11 TO 100/3.0 ._ -- B.H. at 30.0' STRATIFICATION BOUNDARIES SITU, MORE LINES REPRESENT APPROXIMATE REMARKS: BETWEEN SOIL AND ROCK TYPES, IN THE TRANSITION BETWEEN STRATA MAY BE GRADUAL. WATER LEVEL OBSERVATIONS, FEET Irerracon DATE DRILLED 9/14/2007 Page 1 of 1 9 14 WD I -T FIGURE 4 7- PROJECT NUMBER 94075377 LOG OF BORING NO. B- 4 CLIENT: Cypress Equities PROJECT: Public Health Facility Addison, Texas BORING See Figure 1 SITE: 1H 35W & Lueda Street LOCATION: Fort Worth, Texas SAMPLES TESTS U d LL U. U 4 o Z DESCRIPTION~m J F oo 0 } a' }} a W Vi y1w = �-- � jo yW w zj U moo• �C7 W CL a° w m o o ¢? w o Approx. Surface Elevation: NIA ft } a o : r v)m UIL 20 o D a 2Z5 Uw a FILL,AT_CLAY, Tan and brown, with calcareous nodules CH 5T 4.5+ f3 67 40 and gravel 5 CH ST 4.5+ 4.0 FAT CLAY, Brown, with gravel and calcareous nodules CH ST 3.5 FAT CLAY. Tan, with gravel B.H. at 5.0' BOUNDARIES BETWEEN SOIL AND ROCK TYPES. IN SITU. THE TRANSITION BETWEEN STRATA MAY BE MORE GRADUAL. WATER LEVEL OBSERVATIONS. FEET No seepage observed. DATE DRILLED Page 1 of 1 007 FIGURE lrerracon PROJ91ECT NUMBER NUMBER 5 94075377 -114 LOG ®F BORING NO. B- 5 CLIENT: Cypress Equities PROJECT: Public Health Facility Addison, Texas BORING See Figure 1 SITE: I 35W R Lueda Street LOCATION: Fort Worth, Texas SAMPLES TESTS F- n. ❑ u X a z o DESCRIPTION w In rU ❑ U Fo > r F z } o wm y F L CO) Z � F¢p [Y �o 1- LULL cn W Q F U � 4z Uj 2 = a U a �`� mz �U� NFz } D (1) a> � 0 Approx. Surface Elevation: NIA ft W a - w m U a a x 5 0 ¢ Q a- W ov r>- FAT CLAY, 2.0 Tan and brawn, with sand seams CH ST 4.0 CLAY, N.,FAT 4.0 Tan, with calcareous nodules and gravel 5 CH ST 4.0 29 ss 36 FAT CLAY, Tannish brown, with gravel and CH ST 1.75 Calcareous nodules B.H. at 5.0' LINES REPRESENT APPROXIMATE REMARKS: STRATIFICATION BOUNDARIES BETWEEN SOIL AND ROCK TYPES. IN SITU, THE TRANSITION BETWEEN STRATA MAY BE MORE GRADUAL. WATER LEVEL OBSERVATIONS, FEET DATE DRILLED 9/14/2007 Page 1 of 1 SZ Irerracon 1 FIGURE6 � PROJECT NUMBER 94075377 No seepage observed. LOG OF BORING NO. 13- 6 CLIENT: Cypress Equities PROJECT: Public Health Facility Addison, Texas BORING See Figure 1 SITE: IH 35W $ Lueda Street LOCATION: Fort Worth, Texas SAMPLES TESTS o Z 2 U, Q X LL o ? o DESCRIPTION ~ W J O m F-- O x O U 1) W$ >- o } o �' z >- o W O u �? 0 7:W ewt � � Surface Elevation: NIAft w U) W }° 0 M¢ L. wwec � W C?w1Approx. udw oIc- aw Az n FAT CLAY, 2,0 Brown, with gravel CFf ST 3.z5 FAT CLAY, D kb CH sT 3.5 4.0 ar rown, wifh gravel and calcareous nodules I FAT CLAY, + Tan, with gravel and calcareous nodules S.H. at 5.0` BOUNDARIES BETWEEN SOIL AND ROCK TYPES. IN SITU, THE TRANSITION BETWEEN STRATA MAY BE MORE GRADUAL. 0 WATER LEVEL OBSERVATIONS, FEET Irerracon DATE DRILLED 91CTNU7 Page 'I Of 1 $ FIGURE 7 � � PROJECT NUMBER 94075377 No seepage observed. GENERAL NOTES DRILLING & SAMPLING SYMBOLS: SS: Split Spoon - 13I8" I.D., 2" O.D., unless otherwise noted HS: Hollow Stem Auger ST: Thin -Walled Tube - 2" O.D., unless otherwise noted PA: Power Auger TC; TxDOT Cone Penetrometer Test HA: Hand Auger CF: Continuous Flight Auger RB: Rock Bit BS: Bulk Sample or Auger Sample WB: Wash Boring or Mud Rotary The number of blows required to advance a standard 2-inch O.D. split -spoon sampler (SS) the last 12 inches of the total 18-inch penetration with a 140-pound hammer falling 30 inches is considered the "Standard Penetration" or "N-yalue". For TxDOT cone penetrometer (TC) the penetration value is reported as the number of blows required to advance the sampler 12 inches or penetration in inches after 100 blows using a 170-pound hammer falling 24 inches, reported as "blows per foot," or inches per 100 blows and is not considered equivalent to the "Standard Penetration" or "N value". WATER LEVEL MEASUREMENT SYMBOLS: WL: Water Level WS: While Sampling NIE: Not Encountered WCI: Wet Cave in WD: While Drilling DG: Dry Cave in BCR: Before Casing Removal AB: After Boring ACR: After Casing Removal Water levels indicated on the boring logs are the levels measured in the borings at the times indicated. Groundwater levels at other times and other locations across the site could vary. In pervious soils, the indicated levels may reflect the location of groundwater. In low permeability soils, the accurate determination of groundwater levels may not be possible with only short-term observations. DESCRIPTIVE SOIL CLASSIFICATION: Soil classification is based on the Unified Classification System. Coarse Grained Soils have more than 50% of their dry weight retained on a 9200 sieve, their principal descriptors are: boulders, cobbles, gravel or sand. Fine Grained Soils have less than 50% of their dry weight retained on a #200 sieve; they are principally described as clays if they are plastic, and silts if they are slightly plastic or non -plastic. Major constituents may be added as modifiers and minor constituents may be added according to the relative proportions based on grain size. In addition to gradation, coarse -grained soils are defined on the basis of their in -place relative density and fine-grained soils on the basis of their consistency. CONSISTENCY OF FINE-GRAINED SOILS RELATIVE DENSITY OF COARSE -GRAINED SOILS Standard Standard Unconfined Penetration or Penetration or TxDOT Cone Compressive N-value (,SS) N-value 55 Penetrometer (TC) Strength, Qu sf Blows/Ft. ConsistenCV Blows/Ft. Blows/Ft. Relative Density < 500 <2 Very Soft 0-3 0-8 Very Loose 500 — 1,000 2-3 Soil 4-9 8-20 Loose 1,001 — 2,000 4-6 Medium Stiff 10— 29 2MO Medium Dense 2,001 — 4,000 7-12 Stiff 30 — 49 80 to 6,7100 Dense 4,001 — 8,000 13-26 Very Stiff 50+ 5"M00 to 0100 Very Dense 8,000+ 26+ Hard RELATIVE PROPORTIONS OF SAND AND GRAVEL GRAIN SIZE TERMINOLOGY Descriptive Term(s) of other Percent of Major Component constituents Dry Weight of Sample Particle Size Trace < 15 Boulders Over 12 in. (300mm) With 15— 29 Cobbles 12 in. to 3 in. (300mm to 75 mm) Modifier > 30 Gravel 3 in. to #4 sieve (75mm to 4.75 mm) Sand #4 to #200 sieve (4.75mm to 0.075mm) RELATIVE PROPORTIONS OF FINES Silt or Clay Passing #200 Sieve (0.075mm) Descriptive Terms of other Percent of PLASTICITY DESCRIPTION constituents Dry Weigh Term Plasticity Index Trace < 5 Non -plastic 0 With 5-12 Low 1-10 Modifiers > 12 Medium 11-30 High Irerracon a FIGURE 8 UNIFIED SOIL CLASSIFICATION SYSTEM Criteria for Assigning Group Symbols and Group Names Using Laboratory Tests" Soil Classification Group Symbol Group Name' Coarse -Grained Soils Gravels Clean Gravels Cu z 4 and 1 5 Cc s 3E GW Well -graded gravel` More than 50% retained More than 50% of coarse Less than 5'/a lines` Cu < 4 andlor 1 > Cc > 3E GP Poorly graded gravel' on the No. 200 sieve fraction retained on No. 4 sieve Gravels with Fines Fines classify as ML or MH GM Silly gravel`s•" More than 12% fines° Fines classify as CL or CH GC Clayey gravel"' Sands Clean Sands Cu a 6 and 1 _< Cc 5 3` SW Well -graded sand' 50% or more of coarse Less than 50/6 fines° Cu < 6 and/or 1 > Cc > 34 SP Poorly graded sand` fraction passes No. 4 sieve Sands with Fines Fines classify as ML or MH SM Silty sand`-'" More than 12% fines' Fines Classify as CL or CH SC Clayey sand`'" Fine -Grained Soils Silts and Clays inorganic PI > 7 and plots on or above "A" line' CL Lean clay""" 50% or more passes the Liquid limit less than 50 PI < 4 or plots below "A" line' ML SiIP- -- No. 200 sieve organic Liquid limit - oven dried Organic clay"x" < 0.75 OL Liquid limit - not dried Organic siltKa"IO Silts and Clays inorganic Pl plots on or above "A" line CH Fat clay"`-`" Liquid limit 50 or more PI Pots below "A"tine MH Elastic Sitt"-' organic Liquid limit - oven dried Organic clay" < 0.75 OH Liquid limit - not dried Organic silt"' Highly organic soils Primarily organic matter, dark in color, and organic odor PT Peat "Based on the material passing the 3-in. (75-mm) sieve aif field sample contained cobbles or boulders, or both, add "with cobbles or boulders, or both" to group name. °Gravels with 5 to 12% fines require dual symbols: GW-GM well -graded gravel with silt, GW-GC well -graded gravel with clay, GP -GM poorly graded gravel with silt, GP -GC poorly graded gravel with clay. °Sands with 5 to 12% fines require dual symbols: SW-SM well -graded sand with sill, SW -SC well -graded sand with clay, SP-SM poorly graded sand with sill, SP-SC poorly graded sand with clay D ECu = Dim/D10 Cc = ( 3u' Dro x Doo F If soil contains >_ 15% sand, add 'smith sand' to group name. clf fines classify as CL-ML, use dual symbol GC -GM, or SC-SM. 60 ,._._. For classification of fine-grained i soils and fine-grained fraction 5():. of coarse -grained soils Equation of "A"- line 2 Horizontal at PI-4 to LL=25.5. W - 40 then PkDR 73 (LL-20) - p Equation of "U" - line Vertical at LL=15 to PI=7, i 30 = then Pl^0.9 (LL-8) U `OV r j 20 81f fines are organic, add "with organic fines" to group name- If soil contains >_ 1 S% gravel, add "with gravel" to group name. ' If Atterberg limits plot in shaded area, soil is a CL-ML, silty clay. "If soil contains 15 to 29% plus No. 200. add "with sand" or "with gravel." whichever is predominant. L If soil contains >_ 30% plus No. 200 predominantly sand, add . "sandy" to group name. rn If soil contains > 30% plus No. 200. predominantly gravel, add "gravelly" to group name. "PI z 4 and plots on or above "A" line. o Pi < 4 or plots below "A" line. PPI plots on or above "A" line. o PI plots below "A" line. J .r' :'_J OR'-. C, I, i a I MH or OH 7- L a -- - ML or OL 0 10 16 20 30 40 50 80 70 LIQUID LIMIT (LL) 80 90 100 110 ---T I rerracon Form 111-8I98 (FIGURE 9 CITY OF FORT WORT H, TEXAS CONSTRUCTION CONTRACT (LUMP SUM} THE STATE OF TEXAS KNOW ALL BY THESE PRESENTS: COUNTY OF TARRANT This agreement made and entered into this the 20th day of May A.D., 2008, by and between the CITY OF FORT WORTH, a municipal corporation of Tarrant County, Texas, organized and existing under and by virtue of a special charter adopted by the qualified voters within said City on the 11th day of December, A.D. 1924, under the authority (vested in said voters by the "Home Rule" provision) of the Constitution of Texas, and in accordance with a resolution duly passed at a regular meeting of the City Council of said City, hereinafter called OWNER, and Imperial Construction, Ltd. of the City of Weatherford, County of Parker, State of Texas, hereinafter called CONTRACTOR. WITNESSETH: That for and in consideration of the payments and agreements hereinafter mentioned to be made and performed by the Owner, and under the conditions expressed in the bond bearing even date herewith, the said Contractor hereby agrees with the said Owner to commence and complete the construction of certain improvements described as follows: CONSTRUCT PUBLIC HEALTH CENTER AND CONSTRUCT EVANS & ROSEDALE DEVELOPMENT PARKING LOT LOCATED AT TERRELL STREET AND MISSOURI AVENUE FORT WORTH, TEXAS That the worts herein contemplated shall consist of furnishing as an independent contractor all labor, tools, appliances and materials necessary for the construc- tion and completion of said project in accordance with the Plans and Specifica- tions and Contract Documents adopted by the City Council of the City of Fort Worth, which Plans and Specifications and Contract Documents are hereto attached and made a part of this contract the same as if written herein. The Contractor hereby agrees and binds himself to commence the construction of said work within ten (10) days after being notified in writing to do so by the Owner. City agrees and binds itself to pay, and the said Contractor agrees to receive, for all of the aforesaid work, and for stated additions thereto or deductions therefrom, the price shown on the Proposal submitted by the successful bidder hereto attached and made a part hereof. Payment will be made in monthly installments upon actual work completed by contractor and accepted by the Owner and receipt of invoice from the Contractor.... :giit� Construct Public Health Center and Construct Evans & Rosedale Development Parking Lot Te May 2008 �7 The agreed upon total contract amount shall be $6,395,000.00. The contract is for the Base Bids of $5,540,000.00 (Public Health Center) and $375,000.00 (Evans and Rosedale Development Parking Lot) plus Alternates No. 1 of $480,000.00 (Geothermal system) and No. 2 of $0.00 (Recycled stone from existing Public Health Center). Contractor agrees to complete the Public Health Center and Parking Lot, suitable for occupancy and beneficial use, within 405 calendar days. Insurance Requirements: The Contractor shall not commence work under this contract until it has obtained all insurance required under the Contract Documents, and the Owner has approved such insurance. The Contractor shall be responsible for delivering to the Owner the sub -contractors' certificates of insurance for approval. The Contractor shall indicate on its certificate of insurance included in the documents for execution whether or not its insurance covers subcontractors. It is the intention of the Owner that the insurance coverage required herein shall include the coverage of all subcontractors a. WORKER'S COMPENSATION INSURANCE: a Statutory limits ® Employer's liability a $100,000 disease each employee s $500,000 disease policy limit 0 $100,000 each accident b. COMMERCIAL GENERAL LIABILITY INSURANCE: The Contractor shall procure and shall maintain during the life of this contract public liability insurance coverage in the form of a Commercial General Liability insurance policy to cover bodily injury, including death, and property damage at the following limits: $1,000,000 each occurrence and $2,000,000 aggregate limit. The insurance shall be provided on a project specific basis and shall be endorsed accordingly. The insurance shall include, but not be limited to, contingent liability for independent contractors, XCU coverage, and contractual liability. c: BUSINESS AUTOMOBILE LIABILITY: s $1,000,000 each accident yr Construct Public Health Center and Construct Evans & Rosedale Development Parking Lot May 2008 The policy shall cover any auto used in the course of the project d: BUILDER'S RISK OR INSTALLATION FLOATER: This insurance shall be applicable according to the property risks associated with the project and commensurate with the contractual obligations specified in the contract documents. e. EXCESS LIABILITY UMBRELLA ® $1,000,000 each occurrence; $2,000,000 aggregate limit. This insurance shall provide excess coverage over each line of liability insurance required herein. The policy shall follow the form(s) of the underlying policies. f. SCOPE OF INSURANCE AND SPECIAL HAZARD: The insurance required under the above paragraphs shall provide adequate protection for the Contractor and its subcontractors, respectively, against damage claims which may arise from operations under this contract, whether such operations be by the insured or by anyone directly or indirectly employed by it, against any insurable hazards which may be encountered in the performance of the Contract. f. PROOF OF CARRIAGE OF INSURANCE: The Contractor shall furnish the owner with satisfactory proof of coverage by insurance required in these Contract Documents in the amounts and by insurance carriers satisfactory to the Owner. The form to be used shall be the current Accord certificate of insurance form or such other form as the Owner may in its sole discretion deem acceptable. All insurance requirements made upon the Contractor shall apply to the sub -contractors, should the Contractor's insurance not cover the subcontractor's work operations performed in the course of this contracted project. ADDITIONAL INSURANCE REQUIREMENTS: a. The Owner, its officers, employees and servants shall be endorsed as an additional insured on Contractor's insurance policies excepting employer's liability insurance coverage under Contractor's workers' compensation insurance policy. b. Certificates of insurance shall be delivered to the City of Fort Worth, contract administrator in the respective department as specified in the bid documents, 1000 Throckmorton Street, Fort Worth, TX 76102, prior to commencement of work on the contracted project— -- Fy--� a J Construct Public Health Center and Construct Evans & Rosedale Development Parking Lot, May 2008 _ . . c: Any failure on part of the Owner to request required insurance documentation shall not constitute a waiver of the insurance requirements specified herein. d. Each insurance policy shall be endorsed to provide the Owner a minimum thirty days notice of cancellation, non -renewal, and/or material change in policy terms or coverage. A ten days notice shall be acceptable in the event of nonpayment of premium. e. Insurers must be authorized to do business in the State of Texas and have a current A.M. Best rating of A:VII or equivalent measure of financial strength and solvency. f. Deductible limits, or self -funded retention limits, on each policy must not exceed $10,000. per occurrence unless otherwise approved by the Owner. g. In lieu of traditional insurance, Owner may consider alternative coverage or risk treatment measures through insurance pools or risk retention groups. The Owner must approve in writing any alternative coverage. h. Workers' compensation insurance policy(s) covering employees employed on the project shall be endorsed with a waiver of subrogation providing rights of recovery in favor of the Owner. i. Owner shall not be responsible for the direct payment of insurance premium costs for contractor's insurance. j. Contractor's insurance policies shall each be endorsed to provide that such insurance is primary protection and any self -funded or commercial coverage maintained by Owner shall not be called upon to contribute to loss recovery. k. In the course of the project, Contractor shall report, in a timely manner, to Owner's officially designated contract administrator any known loss occurrence which could give rise to a liability claim or lawsuit or which could result in a property loss. I. Contractor's liability shall not be limited to the specified amounts of insurance required herein. M. Upon the request of Owner, Contractor shall provide complete copies of all insurance policies required by these contract documents. Construct Public Health Center and Construct A��,n�T Evans & Rosedale Development Parking Lot "' May 2008 u'u 4 If this Contract is in excess of $25,000, the Contractor shall provide a Payment Bond in the full amount of the contract. If the contract is in excess of $100,000 Contractor shall provide both Payment and Performance Bonds for the full amount of the contract. Contractor shall apply for all City of Fort Worth Permits and for any other permits required by this project. City of Fort Worth Permit fees are waived. Separate permits will be required for each facility. If the Contractor should fail to complete the work as set forth in the Plans and Specifications and Contract Documents within the time so stipulated, plus any additional time allowed as provided in the General Conditions, there shall be deducted from any monies due or which may thereafter become due him, the liquidated damages outlined in the General Conditions, not as a penalty but as liquidated damages, the Contractor and his Surety shall be liable to the Owner for such deficiency. IN WITNESS WHEREOF, the City of Fort Worth has caused this instrument to be signed in four counterparts in its name and on its behalf by the City Manager and attested by its Secretary, with the corporate seal of the City of Fort Worth attached. The Contractor has executed this instrument through its duly authorized officers in six counterparts with its corporate seal attached. Done in Fort Worth, Texas, this the _,_.day of _-_ A.D., 2008. IMPERIAL, TRU ION, LTD. APPROVED: C �iTH B By: ones Fernando Costa ;Z�er Assistant City Manager APPROV L RECOMMENDED: RECORDED: 4 t GregZons, PE, Acting Director Marty Hen rix Tran ion & Public Works Dept City Secretary APPROVED J. Attorney LEGALITY: Construct Public Health Center and Construct Evans & Rosedale Development Parking Lot May 2008 M&C C-22816 (May 20, 2008) Contract Authorization Date: I PE FQRMANCEBOND Bond No- 105117395 THE STATE OF TEXAS KNOW ALL BY THESE PRESENTS. COUNTY OF TARRANT That, we,. (1) Imoeriall Construction. Ltd. as Principal herein, and (2) Travelers Casualty and Surety Company of America a, corporation organized under the laws of the State of (3). Comecticut and who is authorized to Issue surety bonds in the State of Texas, Surety herein, are held and. firmly bound unto the City of Fort Worth, a municipal corporation located in Tarrant. and. Denten Counties, Tex -as., Q.bligee herein, in the sum of 612S Million: Three Hundred. -N-1n2jy.Erne Thow4ad 'Dollars ( AA395&00.00 }for the payment of which -sum wabind ourselves, our heirs, executors, administrators, successors and assigns, jointly and severally, firmly by these presents. WHEREAS, Principal has entered into a certain written contract with the Obligee dated the day of Ma 20fl% a copy of which is attached hereto and made a part hereof forall purposes, for the construction of PUBLIC HEALTH CE-NT15R A!2D g---VANS-R,0$g0Aj=g DEVELOPMENT PARKLINO LQT, TERRELL STREET AND MISSOURI AVEN!JE, FORT &RTH, TEXAS P U8 60022680 . �LO_ rqift.ct No. CgaQ-2 q295-200900022,680. NOW, THEREFORE,. the condlitihn of this obligation is such, if the said Principal shall faithfully perform the work in accordance with the plans, specifications, and Contract documents and shall -fully indemnify and hold harmless the Obligee from all costs and damagos which Obligee. may suffer by reason of Principal's default, and reimburse -and repay Obligee for all outlay and expense that 015119ee may incur in mak ing good,such'defa-ult, then this obligation shall be void, otherwise, to remain in full fore and eftdt, PROVIDED, HOWEVER, that this bond is executed pursuant to Chapter 22-53 of the Texas Government Gode, as amended,., and all liabilities on this bond shall be determined in accordance with the provisions of such statute, to the same extent as if it were copied at length herein.. Construct PubTle Realth. Center and Construct Evans and Rosedale Development Nirking.Lot May 20.08. IN WITNESS'WHET-EOF, the duly authorized representatives of the Principal and the Surety have executed this instrument. SIGNED and SEALED this 2& day of MAY 20,08, (Principal,) 'Wetary (S E A Q PrIncipof ATTE$,T,: 6A41411142", ft(WW'Cindy FoJler, Witness (S. E A Q Witness as to -?firety Beverly K. Trimble Imperial Construction, Ltd. MIN,(' NPAL Nan Title Address: 193 Coy Rd. Weatherford, TX 76087 Travelers Casualty and Surety C2ERan of America SURETY y (A Name: Connie Jean Kregel Attorney in Fact Address: Onn Tjom= SqUaXe_ Telephone Number- 860-277-1-561- NOTE: fl) Correct name of Principal (Contractor). Correct name of Surety. State of inporporation of Surety Telephone number of surety must be stated. In addition, an original copy of Power of Attorney shall be aft -ached to Bond by the Attorney -in -Fact. The date of bond shall not be prior to dote: of Contract.. Construct Publto Health Center and Construct Evans and. Rosedale Development Par king l of May 2'008 PAYENT90010. Bond No. 105117395 THE STATE OF TEXAS § § KNOW ALL BY THESE PRESENTS., COUNTY OF TARRANT 5 That we,, (1) - - - Imo—rial Cm-truction!, Ltd. , as Principal herein, and (2) Travelers Casual!2 and Surety Company of America corporation -organized and existing. under the laws of the State of (3). Connecticut as Surety, are held and firmi.y bound unto the City of Fort Worth, a municipal corporation located in Tarrant and Denton Counties, Texas, Obligee herein; in the amount of MSkMifflon. irh.rLee HugniLdmd. Ninety E-19P Thousand ' Dollars ($6,396,000-.00 for the payment whereof, the said Principal and Surety bind themselves and their heirs, executors, administrators,.successors and assigns, jointlyfirmly by and severally, these prespats: WHEREAS, the Principal has entered into a certain written contract with the Obligee dated the Ze jday of May 20.08, which contract is hereby referred to and Made, apart hereof as- if fully and to the same extent as if copied. at length, for the following pro ject. RU_81.11C HEALTH CENTER AND EVAWS-RoSgDA LE MELOPMENT PARKING LOT, TERRELL STREET AM MISSOURI_&VENUE �0RTW0RTjj,TEX ks gigg -20-896002Z6 9 f&296-20980�022680- J. , -Pr t No. Q,290 NOW, THEREFORE, THE CONDITION OF THIS OBLIQATIGN IS SUCH, that if the said Principal shall faithfully make payment to each and every. claimant (as defined in Chapter'2253t Texas Government Code, as. amended) supplying labor or materials in .,the prosecution of the work under the contract, then this obligation shall be void; otherwise, to remain in full force and effect. PROVI.DE.D, HOWEVER, that this bond is executed pursuant to Chapter 2253 of the Texas Government Code, as amendi0d, and all liabilities on this bond shall be determined in accardaince with the provisions of said statute, to the same extent as If it were copied at length. herein. IN WITNESS WHEREOF, the duly .authorized representatives of the. Principal and the Surety have executed !his instrument. Construct, Public Health Cente rond CQnstruct Evans and Rosedale Development Parking Lot May 2008 S,fGNED and SEALED this 2.0 day of May , 20gLO. ne ftfrm ( .r)&Ipal) &6retiry (S'E' A 4) A Witness as to Prin 101pa ATTEST:- V&;, Cindy Fc&I-er, Witness IP E A L) Mness 06: to S-U)(etY Beverly M. Trimble Imperial Construction, Ltd. PRINCIPAL 0 Nan Titlie Address: 193 Coy Rd. Weatherford, TX 76087 F asualty and Surety Company of America SURETY BY: OAAJ'I� Nam 0: Connie Jean Kregel MOMIE�Y in Fact Address-, One Tower Square . -_Hartford. GI _OjQ&_3 Telephone Number: 860-277-1561 NOTE: (1) Correct name of Principal (Contractor). Correct name of Surety. Mate of incorporation of Surety Telephone numbet'of surety must be stated. In addition, an original copy of PowerLof Attorney shall be aftacbed to Bond by the Attorney -in -Fact. The date of bond shall not be prior to date of Contract. Construct Public Health Construct Health Center and C tru t Evans and, Rosodale Development.Parki Ing Lot MayMOB WARNING: THIS POWER OF ATTORNEY IS INVALID WITHOUT THE RED BORDER .I. POWER OF ATTORNEY TRAVELERSFarmington Casualty Company St, Pant Guardian Insurance Company Fidelity and Guaranty Insurance Company St. Paul Mercury Insurance Company Fidelity and Guaranty Insurance Underwriters, Inc. Travelers Casualty and Surety Company Seaboard Surety Company Travelers Casualty and Surety Company of America St. Paul Fire and Marine Insurance Company United States Fidelity and Guaranty Company Attorney -In Fact No. 219131 Certificate No. 0 ®2 2 5 V V O O KNOW ALL MEN BY THESE PRESENTS: That Seaboard Surety Company is a corporation duly organized under the laws of the State of New York, that St. Paul Fire and Marine Insurance Company, St. Paul Guardian Insurance Company and St. Paul Mercury Insurance Company are corporations duly organized under the laws of the State of Minnesota, that Farmington Casualty Company, Travelers Casualty and Surety Company, and Travelers Casualty and Surety Company of America are corporations duly organized under the laws of the State of Connecticut, that United States Fidelity and Guaranty Company is a corporation duly organized under the laws of the State of Maryland, that Fidelity and Guaranty Insurance Company is a corporation duly organized under the laws of the State of Iowa, and that Fidelity and Guaranty Insurance Underwriters, Inc. is a corporation duly organized under the laws of the State of Wisconsin (herein collectively called the "Companies"), and that the Companies do hereby make, constitute and appoint Lloyd Ray Pitts, Richard Michael Abbott, Beverly M. Trimble. Connie Jean Kregel, Jeffrey Todd McIntosh, and Cynthia Watson Fowler of the City of Dallas State of Texas , their true and lawful Attorney(s)-in-Fact, each in their separate capacity if more than one is named above, to sign, execute, seal and acknowledge any and all bonds, recognizances, conditional undertakings and other writings obligatory in the nature thereof on behalf of the Companies in their business of guaranteeing the fidelity of persons, guaranteeing the performance of contracts and executing or guaranteeing bonds and undertakings required or pernlipttsf in any -#lions or-ttWeedings allowed by law. 11th IN WITN"_S WHEREOF, the Compaq ave caused this instrume4il to be aiignt!4-hnd theft coyporate seals to be hereto affixed, this day of arC L tt55 Farmington Casualty Company Fidelity and Guaranty insurance C'ortpany Fidelity and Guaranty Insurance UnderwrRers, Inc. Seaboard Surety Company St. Paul Fire and Marine Insurance Company St. Paul Guardian Insurance Company St. Paul Mercury Insurance Company Travelers Casualty and Surety Company Travelers Casualty and Surety Company of America United States Fidelity and Guaranty Company GI.SI��[ry yY1R 1 ��µ..�N,S`G P;� SHSLR Z *STY ANp F'10w-•.y Y n CfCOR�ORiITEO M af���P.--R�rETm cQi'cOaV0R91f M �� 9b,, SI IfxOp SSiIS �' aA $ # ti o� ter'-•. s� n vh �19) State of Connecticut City of Hartford ss. By: Georg Thompson, Uorice President On this the 11 th day of March 2008 before me personally appeared George W. Thompson, who acknowledged himself to be the Senior Vice President of Farmington Casualty Company, Fidelity and Guaranty Insurance Company, Fidelity and Guaranty Insurance Underwriters, Inc., Seaboard Surety Company, St. Paul Fire and Marine Insurance Company, St. Paul Guardian Insurance Company, St. Paul Mercury Insurance Company, Travelers Casualty and Surety Company, Travelers Casualty and Surety Company of America, and United States Fidelity and Guaranty Company, and that he, as such, being authorized so to do, executed the foregoing instrument for the purposes therein contained by signing on behalf of the corporations by himself as a duly authorized officer. �.Y In Witness Whereof, I hereunto set my hand and official seal � My Commission expires the 30th day of dune, 2011. 58440-5-07 Printed in U.S.A. Marie C. Tetreault, Notary Public I L _ WARNING: THIS POWER OF ATTORNEY IS INVALID WITHOUT THE RED BORDER IMPORTANT NOTICE To obtain Information or make a complaint: You may call Travelers Casualty and'Surety Company of America and Its aullatos, toll - free telephone number for Infatuation or to make a cOmplat inat: 1-800•328.2189 You may contact the Texas Department.of Insurance to obta in Information on companies, coverages, rights or complaints at: 1-800.252.3439 L � You may wrlte the Texas Department of Insurance: -.P. O. Uox 1.49104 Aug9n, TX 7871.4.9104 Fax:.(P.j'2) 47.a,1771 . Web: tt0-;kwww.t�1,Atrfie.tx,,Us ��maH:. Cc�r erl�rote fion s e # PREMIUM OR CLAIM DISPUTES - Should you have a d1sputo. concerning your premium or about a claim you should contact your Agent or Travelers first, If the dispute Is not resolved, you may contact the Texas Department of Insurance. ATTACH THIS NOTICE TO YOUR BOND: , a This notice is for Information only and does not be come a. part or condition of the attached document and Is. given to comply with Texas legal and regulatory requirements. tPN-042-0i Ed.14.18.47 l CONTRACTOR COMPLIANCE WITH WORKERS' COMPENSATION LAW Pursuant to V.T.C.A. Labor Code §406.96 (2000), as amended, Contractor certifies that it provides workers' compensation insurance coverage for all of its employees employed on City of Fort Worth Project PUBLIC HEALTH CENTER AND EVANS- ROSEOALE DEVELOPMENT PARKING LOT TERRELL STREET AND MISS®URI AVENUE, I°®Ri WORTH TEXAS and City of Fort Worth Project No. C290-208960022680 & C295-208960022680 STATE OF TEXAS § § COUNTY OF PARKER § Before me. the undemicanec CONTRACTOR: authority, on this day personally appeared known to me to be the person whose Nike is subscribed to the foregoing instrument, and acknowledged to me that he executed the same as the act and deed of for the purposes and consideration therein expressed and in the cr Given Under My Hand and Seal of Office thisday of �< Votary Public in and .;O�F'PY Pu�S;,y ;• ALESHA MILLER a ' Texas * * a NOTARY PUBLIC ,� • y State of Texas ;�� Comm. Exp. 09-19-2010 Construct Public Health Center and Construct Evans and Rosedale Development Parking Lot May 2008 therein stated. 20 V f the State of