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1362 Fausnight Stripe & SignCi of Sa nford, Flori e� '144 - CITY COMMISSION MEMORANDUM 08- 4 - JANUARY 14, 2008, AGENDA TO: Honorable Mayor and Members of the City Commission PREPARED BY Fred Mueller, Project Manager SUBMITTED BY. Kristi Aday, Acting City Manager S UBJECT: Approval of Purchase Orders — Railroad crossings SYNOPSIS: WS RM _3X Item No. A request for City Commission approval of four purchase orders to rehabilitate Railroad Crossings has been prepared. FISCAL/STAF'F'ING STATEMENT: A total of $131,000 is requested and available for this activity in the Public Works approved budget. The funds will be reimbursed from Seminole County 2 nd Generation One Cent Sales Tax Funds. BACKGROUND: CSX Railroad recently repaired the rail line running through the City of Sanford creating rough and unsafe crossings. The following purchase orders are to improve 12 crossings throughout the City. The Purchase Order for Asphalt Recyclers, Inc. in the amount of $46,000 is a piggy -back contract from Seminole County Bid RFP 4242 -05 GMG. The purchase order for Orlando Paving Company in the amount of $ 45,000 is a piggy -back from the City of Orlando contract B105- 2015. The purchase order for Core Construction Group in the amount of $ $28,000 is a City of Sanford contract IFB 06 -07 -1. moo NNW, LEGAL REVIEW: N/A RECOMMENDATION: It is staffs recommendation that the four purchase orders be approved. SUGGESTED MOTION: "I move to approve four purchase orders in the amount of $131,000 for rehabilitation of twelve railroad crossings." DEPARTMENT OF FISCAL SERVICES PURCHASING AND CONTRACTS DIVISION July 25, 2006 Mr. Phillip Fausnight Fausnight Stripe & Line, Inc. 910 Charles Street Longwood, Florida 32750 S ANN COiWY noRIDA'f NATURAL CHOICE Subject: ME..3O49-02 10MG - Amendment #b to Term Contract for Roadway Markings and Striping Services Dear Mr. Fausnight: Enclosed herewith is the executed copy of the agreement. Authorization for performance of services by the Contractor under this agreement shall be in the form of written Release Orders issued and executed by the County on an as- needed basis as long as the cumulative amount of the Release Orders does not exceed budgetary constraints. If you have any questions or need further information, please contact the Purchasing Division at 407- 665 -7112. Sincerely. Enclosure cc: Project file 1101 EAST FIRST STREET SANFORD FL 32771.1468 TELEPHONE (407) 665.7116 FAX (407) 665 -7956 ht1PJ19enleo14cPv1Wm°f6 THIRD AMENDQ4 NT TO TERM CONTRACT FOR ROADWAY 12J=NGS, STRIPING, AND BRICK TEXTURE SURFACING FOR TRAFFIC ENGI NEERING (IFS- 600325- 08 /GMG) THIS THIRD AM NDM[ENT is made and entered into this day of 6 Ci&4eA- 20,0 and is to that certain Agreement made and entered into on the 12` day of August, 2008, as amended on August 20, 2009 and on November 9, 2009 between FAUSNIGHT STRIPE AND LINE, INC., whose address is 910 Charles Street, Longwood, F7�rida 32750, hereinafter referred to as "CONTRACTOR ", and SFN[I]ROLE COUNTY, a political subdivision of the State of Florida, whose address is Seminole County Services Building, 1101 East First Street,. Sanford, Florida 32771, hereinafter referred to as "COUNTY". W I T N E S S E T H: WHEREAS, CONTRACTOR and COUNTY entered into the above referenced Agreement on August 12, 2008, a ded on August 20, 2009 and on November 9, 2009 for roadways ma ngs, striping, and brick texture surfacing services for Traffic Engineering; and WHEREAS, the parties desire to amend the'Agreement so as to enable both parties to continue to enjoy the mutual benefits it provides; and WHEREAS, Section 21 of the Agreement .provides that any amendments shall be valid only when expressed in writing and duly signed by the parties, NOW, THEREFORE, in consideration of the mutual understandings and agreements contained herein, the parties agree to amend the Agreement as follows: 1. Exhibit "A" of the Agreement is deleted and replaced by the new Exhibit "A ", attached hereto, which reflects new pricing in Group One (1) . CERTIFIED COPY MARYANNE MORSE CLERK OF CIRCUIT COURT 3rd Amendment to IFB- 600325- 08 /G14G SE OLE CNN . FLORIDA Roadway Markings, Striping, and Brick Texture Surfacing - Page 1 of 2 D EPUTY CLERK 2. Except as herein modified, all terms and conditions of the Agreement shall remain in full force and effect fot the term of the Agreement, as originally set forth in said Agreement. IN WITNESS WBERLOF, the parties hereto have executed this instrument for the purpose herein expressed. ATTEST: BARBARA A. BONACCI, Secretary } (CORPORATE SEAL) FAUSNIGHT STRIPE AND LINE, INC. By: d l� I P Lt PHILLIP J. FAU IGHT, President Date: 10- 19-2-DID _ S owl Print Name For the use and reliance of Seminole County only. Approved as to form and legal suff Cie cy, KWM County Attorney FLORIDA B ^v r _,,,� BETSY , Pur si g Supervisor As authorized by Section 3.554, Seminole County Administrative Code. Attachment: Exhibit "A" - Scope of Services and Fee Schedule AEC /ljp 10/14/10 D: \Users \legal secretary csb\pumbasing 2020 \agreemantsUft - 400325 3=.Coc 3rd Amendment to IFB- 600325- 08 /GMG Roadway Markings, Striping, and Brick Texture Surfacing Page 2 of 2 SUBWT BID TO: Courly ti�E sES lPK ROM 3208 sw*w, Fkxlda 32771 PURCE ARM AM COWrKACrM DI . Cock No& IL c;wchl6 mm 407 - 9634123 - Priors ' �err�leeoetr�I•Y8�°^' Bid Due D.W June 25, 2008 Bid DtmpIVW 200 PJL mdtfr Nwm Fsuw%K 9b" &lie, Im 910 Goads St CRY" sts 2%3 tjxMjwood, FL 82750 type d grar. iamb ar4 = *' We•6t FkAa 407-251-SW EXHIBIT A iNvITATION FOR SIV and Bidder Ada MOdgmenf iFB- 600325-0 Term Contmet for Roadway Marldngs, Striping and Brick Texhtra Surfacing for Traffic Engineering Mm • i E'id L Sa � E�'I M5 3MI Federal &r4&Yw 17 Nuu*wor 88 Ntwnbw.. �- 2656c�98 slabs wm� m J. TaI flee �"'°'• """ 612412006 . Fax Ntsir>�er: 407- -26'1 -6449 � T HI S FORM MUST BE COMPLETED AND RETURNED WITH YOUR BID iii informathn °0�'d b invfbfion for . Ito �`�'# is cipeded #o corn*tely anabme n of the The App�enY9 submiifai ahaU be Bid its guidance ivr aid piete to deariyt and f* �°ra� ' ' 's 81 • � proposed work requirements. 25 -M /GMG —Term ContiactforRoad'araT MarUngs- Bnr,Ic Tex#ure S IFB-� ` n s i Price Schadutei PROJECT: Term Contract for Roadway Markings, Strlping and Brick Texture Surfacing for Traffic Engineering - IFB- 500328 -0910MG Namer of Bidder. Fatsr" Sts�ae 1 Line, lnc. MWfing Addrear 910 Charles St. Skeet Address: C tylSta aMP: Longwo , FL 32750 Phone Number. (;E) 261 -5446 FAX Number. (ffj 261 -5449 Pursuant to and in =npifanee with the ImItatlon for Bid, insiruc6i - s to Bidders, and the other dowMents miaft f mto, the undersigned Bidder, hwAv fatnWzed him W with the to ms of the Contract Doaanet b, baW ovncti ens atiecng the � of the Work and the cost of the work at the p6Cas A" the Work 15 to be done, hereby PF&pom and agraes to deirm trateriaWselvioes in a wodattaniWe manner and in strict conf Y with Conrad Dommm ta, bv*xlrg Addenda Nos. 1 through 3 an fire at the Purchasing and Contracts Division fnr ft amount hw*m tt r sk forth. The iidersigned, as Bidder, declares that the oily person or parties tntsrested In this bid as pcindpats are those reamed herab; tf ial ft bid is made without col3t Won wlfh any person, torn or corPora OM and he proposes an8 agrees, if thq bid is accepted, that helshe vvl0 ea�ats -an Agmemert with the COUNTY In the form set forth M the Contact Documents; that hefshs YM famish the insurance Cerff ica%s- GROUP t (A) - THERMO PiASnC MATMAL' � 1os,sta oo GROUP i (B) - PAINT: 29,014.00 GROUP i (C)0'' COLD PLAST}CS: $ CROW Deleted PerAddendum #3 GROUP ii - -MJSCEUANEOt#S: TOTAL AMOUNT OF BID: Numbers Philip J. Fouar t President (Prictted name of person signing FORM) CF& of person $ham FORM) ]yB -G0MZ3 - W /C.MG — Tiffin Contract for Pwadway Mmldugs, MPmB and Brick Tat= Sutfaaing XAMMI't' A IF13- 60032"B/GMG Term Contract for Roadway Markings, Striping and Brick Texture Surfacing Amendment #3 GROUP I : STRIPES -SYMBOLS -MESSAGES: A. THERMO PLASTIC MATERIAL ITEM DESCRIPTION: UNITS ESTIMATED QUANTITY ORIGINAL UNIT PRICE UNIT PRICE'PER AMENDMENT #3 1 6" White Stripe if 70,000 $ 0.45 $ 0.49 2 6" Yellow Stripe if 40,000 $0.53 $0.58 3 8" White Stripe If 2 $0.75 $0.80 4 12" White Stripe if 2,000 $1.50 $1.58 5 18" Yellow Stripe ff 7,D00 $1.20 $1.35 6 18" White Stripe If 1' 000 $1.20 $1.32 7 24" White Stripe If 9,000 $1.32 $1.48 8 No Parking or Standing Fire Lane" 18" Height ea 10 $65.00 $68.00 9 Symbol- Single Arrow ea 350 $33.00 $34.28 10 Symbol- Combination Arrow ea 50 $33.50 $36.06 11 Symbol Handicap ea 10 $30.00 $30.80 12 Message, Misc., 4 to 6 Letters ea 5 $45.00 $48'20 13 Message - Railroad Crossi ea $35.00 $42.12 14 Message- School ea 80 $100.00 $102.80 15 Message -Only ea 40 $30.00 $31.76 16 Message -Merge ea 15 $25.00 $27.80 17 Message -Stop ea 105• $26.76 18 Message -Yield ea 50 $25.00 $27.80 19 Symbol - Yield ea 50 $4.00 $4.08 IFB- 600325 -MGMG - Roadway Markings, Striping and Brick Texture Surfacing 'a v � W a N C W � C Z ... :a a ma O O N � er 0 1ty !�! Q 00 tcl � CR ti 00 t% co O M M .�� O M t N N 'i 0%. wr►ww69 wwww4& w61) www44 w q4t O to O 0 O CO d u7 r N r m r p O CD N ��pp U9 pp 8 O N N e O t7p c0 Op CQ ti O O Cp O 0 0 0 0 0 0 0 c+M r N C M I� C r CV r N 0 LO ti o o N o N N Ci o o 0 o g 0 o o 0 a 0 o 0 0 0 0 0 000rrrr o m oLOuido M V M O M N N N r W W ip m 04 r t o C4 Z U p � C to Q Q Lo 8'E2Em22 � c0 7H a: $2'S 0 W 0 2 0 02- 0 UI 0 0 CG •�-vvo w ay — vz 0b a 9A - cameo � .9Z M o =g v)OMu)�5 € m 0 a 0 0 0 a 0 0 o a - m m m m m ai m m F .� m m m, F Ir! -- rr N r N N r �d N r CV N r N d ti c o m O cC m o r- 1 1 1 I 1 1 r 1 V I r 1 r 1 T t r 1 r 1 r t r i T 1 r f r 1 r 1 T T i r r f T T I r 1 !� t r 1 r 1 r T r r r r r r !'� r r r r r !� r r r r- r e- r %- 1 r 1 er 1 1 r f e- t- ti t %- 1 r [ r ! r 1 r t 1 N M d' eft m 1-- CD r N r M T r r r r LO r T V s IL O W a CROWN TECHNOLOGY, LLC P.O. BOX 7337 COLUMBUS, GA 3190 &7337 Phone: (706) 553 -9500 Fax (706) 553 -9501 Invoice ID: 9022 Invoice Date: 03 -03 -2010 Customer ID: F100 Purchase Order. 50342 Ship Date: 03-03 -2010 r�4 Sold To: Ship To Fausnight Stripe & Una, Inc Fausnight Stripe & Line 910 Charles St 910 Charles St Longwood, FL 32750 Longwood, FL SHIP VIA: H&L TERMS: 10% 30/Net 60 DUE DATE: 05 -02 -2010 Unit of U nit s Measure LVrMl Desodption Unit Pri Amount 3.9910 Ton 0451011 FL White Alkyd Fact 1,044.44 4,168.36 4 b5cr 0-7 Batch #02100 -279 thru 282 , 18.0740 Ton 0451211 FL YellowAUryd 1,001.11 18,094.06 9.D. J-1 Batch #02010 -67 thru 74; 02110 -13 I. to thru 22 F Freight (Taxable) 1,150.00 TAXFL1.00 FL Co Surtax 1.00%(Max $50) 50.00 BL# 24619 DISCOUNTS DO NOT APPLY TO FREIGHT Amount Billed $23,462.42 Total Tax 1,404.74 Amount Due $24,867.16 CROWN TECHNOLOGY, LLC P.O. BOX 7337 COLUMBUS, GA 31908 -7337 Phone: (706) 553 -9500 Fax: (706) 553 -9501 Sold To: Fausnight Stripe & Line, Inc 910 Charles St Longwood, FL 32750 Invoice ID: 11000 Invoice Date: 09 -21 -2010 Customer ID: F100 Purchase Order. 50427 Ship Date: 09-21 -2010 Ship To Fausnight Stripe & Line 910 Charles St Longwood, FL SHIP VIA: H &L TERMS: 10% 30/Net 60 DUE DATE: 11 -20 -2010 Unit of URss Measure Item # Desorption Unit rice Amount 12.0330 Ton 0451011 FL White Alkyd Ext 1,172.22 14,105.32 - L - i Batch #09200 -226 thru 237 9.9800 Ton 0451211 FL Yellow Alkyd 1,177.78 11,754.24 i qq bb Batch #09200 -46 thru 55 F Freight (Taxable) 1,275.00 TAXFL1.00 FL Co Surtax 1.00 %(Max $50) 50.00 BL# 26318 DISCOUNTS DO NOT APPLY TO FREIGHT Amount Billed $27,184.56 Total Tax 1,628.07 Amount Due $28,812.63 SEE ATTACHED FOR TERMS AND CONDITIONS 63 — 6/I82008 - Prk:* Scbc&& 2-3 STRIPES -- SYMBDLS - MESSAcF -3- B. PAINT . PRICE EXTENDED RICE AT ED n-EIA DESCRIPIMN: UNITS QUANTrT'Y • 1 6" Wt�e Stripe # 70,DDa OAS 2 6" Yeliaw,swpo g 40,000 o.1a arm -� 3 w Whl n abipe if 2.000 # afa $ 32o.00 ¢ 12! Tft slrlpe if 2.000 03D aoo.00 . (; i r Yellow fite 8 7,000 0.14 a80.0a 6 1 g' 1 1000 s at 5 � 150.00 ' 7 24F White Strips 9,000 S 025 2.2MM - g No P hD or Stfdlr►p as 10 i is oo 100.00 Lases' 1s oo a,zsa.00 9 Armw 36D bd inenon $0 ss oo ODD= 4 C 8ysr -Occr+ ea Arfaw t 1 p ; lam S soa�o0 11 12 Mu i gs, SC4 4 to 5 6 s 20.00 $ 100 00 . letters -R� i 33 ; so0 2s4.o0 13 Messa ea --------- soo �►. 48000 14 MeaB Srhoot gQ ;'� MOD 15 Ivllessa8g•'+IY ee . i6 1s• $ soo ao 00 Message-Me�Be 10 � $ eooQ 17 Messa9e-StryP 18 > ge -Yield sa s0 �l o0 200.00 1 9 SYrs�bol - YieTd ea i 1:00 50.00 S UBTOTAL FOR GROUP 7 PY S 29,ai4. t B.M32&osnM — Roadway Maftvs. 8ViP4r9 and B&kTodUrO Stu*P*g mop n . NHscEU -ANMUS 0 2 6 DESCPJPTiONi Th , 2' Wkflh 6" 3M series 380WR WeR Tape - Whi6e B" 3M Belies 380WR wd—f iacHve Tape - ydibw Red Probtmed De6d" Warnings ,rS_e00325.o8jGW - Roadway Wae4ngs, WDk9 and Bft TtxWm SurbckB ESTM►TED UNITS QUANTIV UNIT PRiC6 EX I EM PRICE 60,000 = 0 .13 $ 7,BW.00 so $ 9 20o = 300.00 ea Zo $ 32.00 s 640.00 If s5,000 $ 0.01 350.00 2,000 $ 2 .6 $ 5,200.00 , 0 , 000 $ 0.02 $ 200.00 g $ 0.01 $ 50.00 8000 $ 3.90 5 24,800.00 $ s 2,000 0.30 9,200.00 � f 24,000 2.335 66,040.00 Lf 24,000 2335 . 56,040.00 $ $ Sq ft 1,54 36.00 45,000.00 iJ 95.00 $ 9b o0 ce ij 50.00 50.00 96.00 Sy ; 95.00 ` Rag 100.00 100.00 s SUB FOR G a 198,26o.OQ ,rS_e00325.o8jGW - Roadway Wae4ngs, WDk9 and Bft TtxWm SurbckB GROG SIGNAGE FOR PAVEMENT MANAGEMENT PROGRAM (Amendment 02) ESTIMATED ITEM DESCRIPTION UNITS QUANTITY UNIT PRICE EXTENDED PRICE 1 24'7030" Msh- Intensify Tratt� Sigh wtGalvanted 1 $ 195.00 i 195.00 AS IFB- 60032US GW - Roadway Markings, SfriPing and Br)ck Texture Sufting U Channel post 3CrX30" High4ntensity 3 i Traft Sigh.wlGalva�nked AS ?26.00 225.00 U- Channel post Urnish & Cor strudbn sVn Panels EA r4 1 $ 130.00 130.00 36"X36" No Post - (Fumtsh on consWuclJon Sign Panels EA 1 $ 230.00 $ 230.00 48"X48" No Post - (Furnish 1$ 780.00 SUBTOTAL FOR GROUP 111 IFB- 60032US GW - Roadway Markings, SfriPing and Br)ck Texture Sufting MR t � 910 Charles Street Longwood, FL 32760 (407) 261 -5446' Fax (407) 261 -5449 TO Harry Raysin, P.E. ftern Description 24'x30" High - Intensity Traffic Sign with Galvanzmd U- Channel Post (Famish and Install) Example: Speed Limit Sign 30"x30" High- Intensity Sign with Galvanized U- Channel Post (Famish and Install) Construction Sign Panels 36"x36" (No Post) (Furnish Only) Consbucthn Sign Panels 48'x48" (No Post) (Furnish Only) PROPOSAL Page 1 of 1 PH -ONE FAX DATE • 10/15/09 County - Traffic Sign Prices Quantity U/M Unit Price Amount AS $ 195.00 AS $ 226.00 EA $ 130.00 EA $ 234.0 We Propose tweby to ftxrM ma%rW and labor - =npisle In aocordanoe WM abova GP*dIcMI 10 r ft 8M ok dollars 5 aymert 10 be made as follows: Net 30 Days Pending Credit Approval AcceP�ted i�pbehlbVA= gWb beu**clbd. Nwakbbe to II toawowarnnstaeowd- aQ b s{e+drd pn�. � abxsfo" adevta6on tas �! � bnolAip �+ � Atftil0ilZ@d w b. sx=ftd * UP" M%a+adrr, aWY a boom* On Oft CIMP OW.rM bou."GISraro. Signature . g�r�t wren ddw,:ar3a«ds or d�OM wY=w Cw wML 0=w b =M Gr% ror- Note: This MPOSai May � � wwb w Wwft""vwY 0Ur=*M w* b+l WMw by wwft a's � M by [18 if not atxepted - Acceptance of Proposal The above prices spedfk and =xfle ne are eadsfadocY and hweby wwpted You am andrortwd to do On work as spedGed. Payment YA be made as oUtIIned above. Date of nce Signature res os.eYa� s".t.a. o,..b srR Y1kec�s . t 910 Chad" Street Longwood, Ft. 32750 (407) (4 281.5448' Fax (407) 2514449 ro seMkIds camty Public woriM Alta HeM Baysin � o hen3by tar. it+t Diptkan 102 -911.2 6' F*Baak Te Tgm (Per Rai prWposs he"byb -2 " fr- �!' ='=hip �!_•i� NwnhA�lt�M9aupaa�d. gwoktoDaOOr�pl�haMOA�naal��aaeoed. • e; �� k � y�pppeaslVepaM�ra�onatdart�Mos ►6ea��bowMatoalt yy,,..(';i"_' �aorNd a* spa Nleneed�e� d t� Dwon» an rams onup� e+w►an0 t6oN M F40t """'•'- tVa�s: This P In 91 Odrawn �1trp�a o �o•R+o°"'!'t •oad�aKde�ysD�d«r.onbac ownrl�.Mr+ La I riot davL ana oast bu�aa. p,;,ro,loKSan ewu a rwoAaam's ar�d aR p�reddy and tembp pcoeptatwe of Proposd The above MAW, � outAr>rd " ai are w*4dWd b dQ tr * wales wed. Pay rWd . Signady re Date of Acre w�a�mer�.a�'t�.co••a� rck Temp Taps Prehhe FAX Page 1 of 1 DATE 07/1 BW y Ulm Unit Puce Amount f, 100.00 91- ...a �.,r • rrifefld! r sowrass�..w. �... -� - r-- --- - - -- - _ PROPOSAL J)escriptlon of Services 'ble far furnishing roadway markfWst stiPIng and brick texture The Ca�tractor.wil be msponst roa The orders will be placed on an as surWng for Seminole County. Traffic Engineering needed basis in accordance to the terms and condrdons of the Contract Documents. Aw"g Y LANES g1fD STRiPtNG SPEC FF11 A71OHS A. Co I LIANCE TD SPEGPGATIONS 1 AN r wirings are to MlftM to the most a>rrart Sw*oje County Standards and , issue aF °Florida Dint of Tmnspofttlon Standard S ons for Road and Bridge Coon" abng wft the most arrrent issue of "Florida's Roadway and Traffic Design SUndards Handbook". in addition, tiffs doam'H't of Geornetric Design of Highways and Streets 1984 conforms a Policy of Uniform M�rinnlm Standards for (A,AS.H T.O.) Standards, the "N�rrr mt� and *The Planning Guidelines foi Design, C•onstructhn and Matntanarn� . Transportation". r � b illustrated and located on final 2. Alt traff ODntrof slgns and s#riplrxl' . Code. Seminole ineeifig plans an one• (1) street in accordance With cvur►ty• 25023 vrhich norPDlates the MjTGD• and tits Ssuiilole County Traffic Standards' h a curve, a sWdmd.6 skip cydo will be 3, When a tramMon is striped throuS mquIred- "sue tune• on asphalt squired pricy to final markings k9 tailation. 4 ' E YAU rettu3te Prior' aPpv W fm Seminole Co jl Traffic E+�g or designee. roust of layout Imes by Seminole 5. No rrra�fts are b be Installed Prior to field aPP . County Traffi'ic Eng or desigrm- ' Ug,.M25..pg/GMG . --Teem Contract for Roadway Maddnp, Stipbg and Brick Taxtm Surfacing f t �t J)escriptlon of Services 'ble far furnishing roadway markfWst stiPIng and brick texture The Ca�tractor.wil be msponst roa The orders will be placed on an as surWng for Seminole County. Traffic Engineering needed basis in accordance to the terms and condrdons of the Contract Documents. Aw"g Y LANES g1fD STRiPtNG SPEC FF11 A71OHS A. Co I LIANCE TD SPEGPGATIONS 1 AN r wirings are to MlftM to the most a>rrart Sw*oje County Standards and , issue aF °Florida Dint of Tmnspofttlon Standard S ons for Road and Bridge Coon" abng wft the most arrrent issue of "Florida's Roadway and Traffic Design SUndards Handbook". in addition, tiffs doam'H't of Geornetric Design of Highways and Streets 1984 conforms a Policy of Uniform M�rinnlm Standards for (A,AS.H T.O.) Standards, the "N�rrr mt� and *The Planning Guidelines foi Design, C•onstructhn and Matntanarn� . Transportation". r � b illustrated and located on final 2. Alt traff ODntrof slgns and s#riplrxl' . Code. Seminole ineeifig plans an one• (1) street in accordance With cvur►ty• 25023 vrhich norPDlates the MjTGD• and tits Ssuiilole County Traffic Standards' h a curve, a sWdmd.6 skip cydo will be 3, When a tramMon is striped throuS mquIred- "sue tune• on asphalt squired pricy to final markings k9 tailation. 4 ' E YAU rettu3te Prior' aPpv W fm Seminole Co jl Traffic E+�g or designee. roust of layout Imes by Seminole 5. No rrra�fts are b be Installed Prior to field aPP . County Traffi'ic Eng or desigrm- ' Ug,.M25..pg/GMG . --Teem Contract for Roadway Maddnp, Stipbg and Brick Taxtm Surfacing f t line to extend fifteen feet (i T) beyond transifion point downstream g, CenterTrne and edge � trarrsbfion point upstream. and fifteen feet thirty feet P ,) from center to center unless otherwiss spedfied- 7, Hash merit spacing to be thirty . 8. Arrow spacing to conform bo Roadway and Traffic Design .Standard Index No. 17346 drawing 2 of 8 (with each additional TS o # turn lane add one arrow). 9. Mangos in 9)&Sng n gs In some cases wit also be required as per wrldn Ssmindle County Traffic Engineer or designee• the wale zone shah be signed 1 o. During all consfmcSon end installation of markings wish the 'Mann Uniform Traffic Control Devices Chapter VI"_ in accordance h p � of S�ernin6le Cocmty Traffic 11. When a lane dwm is penrdi#ed, Lion of minor r or above, Engineer or dam, on a road with a dassttka howS of operation vA be to between 9:00 a.m• and 4:00 p.m. 12. it Is the resporr !!Iy of 4118 Cvrrtrador to dear debris, dirt. grasp, etc. frorrr the i age line markings instaltatbn. standards. 13. Temporary Tape be instep Pa Sernblde County edge One of Tests: The producer of the.compoc�d dm in t�1fs Section 14 upon west to the DepMti t three (3) mpleS of certified best res ult s of all tests specified Weln, and shalt �Y that the showin reports is of this Section. Foal accePWICe. however, w" b m based masts obtained after d~ of the compound. • � based on test res ults of sarllpiea R$: �,, in this Section c Dndsts of ftunishing and installing i)F�F_tiMgION - voork and rem*V p Madam 8t iOC8t30rts designated In to plans or by work order request The work shalt be dome in accordance vVM these spec an d the details shown in the places or wont order request. TYPE -The markers sWl be . „�11 EE of the tDowkig type («1b)= 1. Amber bldire Mfiec -WO face 2. Arnber mono -d read mttecWe face 3. RedlColaiess lil- dhd'DW retiec�►e face 4 Cow M direction reflao” face 5. Blue ralledve face Menufactzors' sPed**%" aPW A©ti_ - Serrnir�ia CountY requires Method 3. 706 of the FDOT Standard specifications for 1. BiturYrkrot� (as 2000 or latest revision- Road and Bodge mTx�) rnanufactLIM spedtications apply. Z Epoxy Resin (2.part 3, Thermoplastic Using the Puddle- method f RPM blstaitation with 'like color 81enr1oPlastic.. Method 9 and 2 may be used with prior approval by Tic Engineer or designee. ffB.,M25- 08/GMG —Tam Contract for Roadway MaidaM S*in8 and Brick Texture Surfacing C. aR o.lECT M.�'TER1 AMID WORKMANSHIP Strtrsina - Ali striping shall be in paint or Temporary Tape of acceptable quality. The temporary r.,�,�,rsrary g shakf be Instaiied In acca•dance worth the latest Federal, County standards compliance with the requirements of the MUTCD,, latest ed ition,�ft Florida Department of Transportation Standard Spec�aftOn, the latest edition, and Seminole County Standards. t striping, material " be painted, therrnoplastIc, p��t Ina - Ail P'' a order The malaria! used shall meet the or cold pk, as wed in the pumas latest Federal. State " SBminde County standards as spedfi ed in this contract. AD work shalt be performed in accordance with the requirements of to MUTCD, latest adidon, the Florida Depwtrr*nt of Transportation Standards, latest edition, and Semknois Cots* Standards. p to qtr be U that thw noplastic will be used apprMdrnat dy r6% of the time. Raint will be used a ppro*natgly 20'ti of fine time and Cold Plastic apprcndmatety s% of the time. 14aw pavernent Striping - The pem s shali be installed after the cure VMS for the paw' type of pavement material, not to exceed thirty (30) days air the oDmtruction of the pWnent The contractor shalt begin Intel ft n of #te pemtanent �) g days and completed instatiation within thirty (30) days after the spectiied cure - cbiping - The aontra�r must b� work within five (5) Maintenance of existing from the date of comp a l work whin the thlrt)r (30) days the varorking days and hall • purchase order S T Contracort std respond to niquest for emergency services Emergency � hours " ete works w In twenty-four (24) hours of the noWcation. withh7 eight (B) hours sand Complete , coma fidude, but not MAW to, the following corrdltions: Emeiq a) TrY Stripy using Paint an new }iavemertl m l. ateria b) School Zones in #MnDPWft c) paint or No passing Zones in lhettnoptastic d} Stop bars In paint, themgA% tiC, or cold plastic. e Crosswaks In paint or thermoP fi? pwament In symbol or messages paint or thermoplastic.' For protdction of the motoring publlc, Contractor strati �' nO�Y f dela Traffic Engineer or designee of MY' elays. f by a written notificafiot► of the daisy and MM(s) dr delay, with as copy to the purchasing and Conlra& DWon. Count reserves the right to cancel the � ns, ord an altetn w ork days m d ays m ay be au fled Y I needed. Under non -eme� cY a=Eddtiianal work ofi God or neg due to unforeseen delays, for dre mrstances beyorxk Contractor`s control, tj dudi County li mW of any other Contractor, irrrrg b rrot,resbicted to, acts 0 n:3_60632,548/ GMG — Tam Contract for Roadway Ma�kinBs.P aad Buck Texture SuzfaciaS rrrrl iRF SU !ACENG ,urQC'rF D. �tiCK � ,r.. u sv,-.. pesrxipon: A colored two- c�mPon capes. a ent, ca {O��t�ed for tesurtdn8 and teAut g its floors or hard re Included as part of the IFB documents. t acarE �PPLtED 4 R R - � - Features: E. L �e1 �1s=wl� on • cod efFecm for retit0ing or n" fastener, sealant date supplied; tile. adheshM, �� ,ecner►fs • beveled edges for smooth itn oth tra m eaft • light weight and easy to handle • easly cut to corifam to w9)ad and radus cps stets ix bble; I ncl 2", 24')aV. 24"4x. 7 , Vx41�', 2 standard available wiffi Federal �r te a color �t around advanced warm F. D FINERY ni+ resT tN pl.ACE - Feaur • kftw mWA pleb a flanges ace to cbmcict>altg �� • gust" dynamic vehWe loading. AASHT6 HS2D -44 Wt" food fast • eady alt ba conform to angled and radiw WVS � 24W, 3t3"x41�'. 3 ' alms rvallable: '12'Sc12", 24~x24', wM Color identdiartfo�s • ova x 4S», used to create a color conb'ast pro nod perirneter 1320 SEUfas tW be prepared as blows: t. S An area dry and �n of any loose debris When the surface is net coWudve for irstaiiatIon of the We #- Rsflec6ve Tape. Contractor shat! notify Yraflgc Englrieerhg Division for approval of gdndkV (or to sure proper edhesk�i. other rneasures) whets deemed necesMY _ ,„rrr=r-►resat r- WARNINGS WifH 11 M 11 1 o �' IN COW PLl M A l fTi� LATE RE�QViR r s H. ,TRUt,A,iW DOM �yy►�IN13S ON tUtt'! ©ICAPPE RAMPS Sfaices sib be FOR b�C'TASLE prepared ds follows: • pied v th a broom fetish = not co for tnsfa goon of the Datsctable Wam" When the ndt Traffic BVkoet�tg Dtvtslon for approval of g as Coritractar shad no* . needed to IrWUM proper adhesion. No cuff compound shad be on the sUrbcs • Cured for thW (30) dar M - pg�GMG —Tam Contract for Roadway MarkiuA &i*ing and Brick Textacc Sur acing a TECHNICAL SPECIAL SPECIFICATIONS FOR BUCK TEXTURE SURFACING SEMINOLE COUNTY, FLORIDA . BOARD OF COUNTY COMMISSIORERS 'BRICKTEXTDRS SlOPYA.CrNG INCPX E SYST 20. INC. • s"116J �. -- - - -- . Dts 1ptio�t for res�� and �S cd=ate A colored tiro -o�� tt°us topg"ng dew ' floors or budsc"- �c a5yskemsTad�e -Cre effa ivr YP = i � � s h wa lh of caa be used at 8 '9vbr.re•nY � without In addition gPF y 600o PAL � 1 gceatrx' 1n 28 days, alloviug s= h as r=vatiug scaled to ; j is suitable fear many abut X P r B to adti a trowel or floM finish dad add 1,0 x or md"*'b flatrvc p� matrrials, Tcaa - dote off t° . iubb& B hiw m �gty apd asarface Mae ranga, AdvaaaedpcIY— .. a as c ompared to e e a dpiSFad . twice n in � ffi & • sad a MOW= 4 ' OEM seaud, t is r g �' 0 • la inslxll. g'ply� its' powdered god to tine Ugdd. , Tact�� trow�r�d+o� n •� aid. cp�Y l _ . to . � ig IYP��► � �Ia Sur bb�th vertical sad • instslling to seal the spdwe and p�vatata • . hprho¢#sl - � must be scaled end pe�dicaRy For as ' T vrata or solvent based £armulas- With b arete Sy Cleat deal available; th ate . fiinitatloms = . . ay soidd, p y pppre d ==rote Text ed forum am 9' g that , Not on subs 3bo acs soltable farthe "F� f anY type. is not buy o4 most c ete, s� y=aducbs e Water le& of T�fiue-GY� mint sot be u"d'nXess MMed to � P e'er not imtaUed in • contiavow wader ice• V gx=MV prim tt8. TIC . subject to lush ' _ As with ram tD°s p Mscks, or j in the su�bstimI I TWO � depth the Textgre -tom tom& m'i° ba extended aP ugh t�bj by s & tools at z • 'fe�cttaeSvzfacm8 FpD$5k4075o0- 1. - • • Tcchaical �5,1'pron*sstoaBiktc ' BRICK TEXI'URR SURFA.CING For arose where depths exceeding %, are retluhint Twtze -Crete may be placed in 3ayms- The greviotu Texture- Crete'layer tagst be allowed to hardca before the glaccmeat of tlxa next 25er. s mi�imzrm of 48 borax to allow for snfftcieat atria$. Sadly scarred substrates should be levele4 with a "c�ratch cent" .or -511=y cast" that has eamttglt � so that damaged. ereas such. as cracks, scratches, and tretsch -cut patches do' not telegrsplt the ou* the topes. . The vohttne of resin added. to rite grout can be YEW gravi& - � ��S! of fin£shed loolra. For � a pp s, mbemg must be a�Ubnn. tbomcMA and eoasisthi fto4hoixt the pr*CL spa' mixing cannot be >ebicved by banal; a paddle nicer attached to a hexY74 try M2 mud be used: Tw tare -Ct rte ins Itateons mush Flare when UN ambient and stfbstraie surface temperature are 50° F orh gl:er. 6pftum te=pM&= for iastallatioa.is qjp�atcly,70° 42 1a Q. If aarbient Wmpomturm is vested to drop below 50° F,(7 C) du nagp2swnent or totil c mbinrm of48hbounxftstpl t,Te:daeZraW=UdWtbe bzb&& '4ib= possible, m 'I Dull tak,place damn the caoImtpact offe day. Furadetluattt vM&time aad proper curing, • • is dlred stmfightor duxinghots dry conditions abnuklbe evoide& 71r. reta wham MW should be at jea la and Mbrablybi&=dmft i kfi(m efT=tmreCretr-Gc=zUyfteadywom3ingis beater a ted to iaooaaftl T & the midday hat or in. tlxe hot moon. ' - Appifccabk Studards - Frofessic l staudasds and pradir 4. Wcludmg tbaoe Ijb by Amaicau. COMM AP lasti� (AM, the kdemad Con:rrte QCRn, and the Portland C atut as�aciafion should be f bo ed. • ' t ' CotaposIdon: sued Mat m ish , b=ec'sTcxUmV_CrDt&ismsystemofcomL>Iat:. ywed,Polytae2}no el cccatdffious kqnalati produced, by a proprietary man Wtuft and h*x9duft Pro== It is s two- cornpo»eut dale, ;ta>dzig nocaldronchkxi&Tactur%� isfomutlatedcurlywith • comgonents wbich are =vhbnmenWIY safe &d do stet emit hazardous fames as ftsrmaUebyde or �Ia. Syst=s Tadm ill not caner or eontri vIc tin &ck Bsdutng 5yndrorrse; �Owrs , Texbe Is avallable in 30 standard catom C colors M available for any unique or • specific nerd. ' Lighter Tats colors ere usually chosen for chemical sbacing.•The T=hmo -Crete topping rosy be stah ed after it is sufficiently cared t walk oa appm elk 1 " 3 days after €t:sWlatian. ' 3 • TechnicalspedalpMVW = Brick TerizuaSw&dag �YDI(Sk407500 I - 52 - 0I BRICKTLXTURt SMIFACIN(; Applicaiioa Of IL chemical stain wM highlight hnp�ps iu the topping surfw& A jobsite test sactim must be Prepared to verify and q.),vve &a Sta m4!rete application. . TechnIcal Datz • tie ofIacrebe'a Tex*M -Crete is &am m. the tsbfe below. All rbm 2-i� cubes by file described in AS'I'I++F valves arc typical of terse obtained wbaa tested in . 0109. COMP LWSIYE STYMIN RS,SU.LTS . 3900 Psi ' • 3 dop 6100 pQ ' 7 days . _ 7010 psi 28 1 7880 pa ' Tensile Strength •t . ' 2301 1 dY 470 gsi 3 drys M Pd - 7 drys S90 P6 Stu:es Inrzete Grout is avmlable in 501b. Bags. k c de Resin is avar7ablo in 1 gat, 5gat, and �5gaL . containers and u sold as a oowmftals - it is mixed 50% -5vA wiffi cool water. Shelf Life ' `e abclflife and wboi k5pt out of daect a 8b , ft xad is at Kest cvc motes fmm>lia date ofp=hm• Storage rbould bs under roof - mad off Cite floor. fmrentmY shanld be mtated. Coverage • dept iof ind * * - -. 'snbsh - Ae The amoarat of prodsrct requite w Y P B and ot3arar Cw4idmL . ' profile and WIlme prega Pr°O . ' . Wlua tma�rselin8► Ow 501b. Bag of Iacreta Cnoutw� yidd VFv4m�ttslY 50 square fcd It IW or . 100xp= feet atIA6".W =*VIM +P MneW V �'O' =ii e 200 equm fed Per PUM Fom' to six Vaft of P resin wiII be (, v gahta for" bag � i 4 "DIM 407"D -1-52-01 T echoicd Spe" PmvWan arick T0=0 Surficing t { BRZCK TEXTURE SMYA C3N Cautions ; - • WARNIN(3t HARMFUL tF IImAI.ED. �NAO T KEEP OUT FRF.�+�.Q3 ; DELAYED IUNG Ilmmy (S�L.ICo=x . OF (�IDRFsN. CGIITAINS AND S MXA (QUARTZ'}. Casco bazm d. Coins SOM (Quartz) which can cause cancer. (Risk of canoe r ou duration and level of exposure) Use only with 9quata vras�ation. Do no dust. Wet cement may cause alkali b=& Avoid contact wi& - CYO, skin, and Wig. Wear dust (particnl ate) respfiator "OSH TC-84A apprOV4, aafe ty and gloves. Fu-St Aid- Eyor Da Y2UB EYP.S. Im�ateY Hush o'r ' with water; Ski- Y�asJi tboraagblywith soap and water. Remove sailed clot�g and ash befDm tease. 3nbalgrdom ff "mbal a1, or if d;fficalty in breathing la expexierced, move to fiw& If persist or dqmlop, or if kPA4 gat medical &ention.. Wash tharabghTy i orin o ` & ft Stme$ i cool, ft well- �, in P -9 . closed Trod mnftimrs. Avoid gig dust d�aingteco vriYaardi�el- I�i�o�t of aIl msidrial - • er reoe3vea•ed product Taunt be in a=xdsnee WM SPOlit a federal, state, nvd.lt>cal ragulations' Bef£ooa using or ban Min r- read Sc¢etyData Sleet and liter'• FORPMFESMITAL USE t: ONLY. . Textures and SUp 12esfstnuce . . r • T� Ctrs a t dp rcs &mTmr, l ibm a flat iftnor flow is rmcp& , e xtm y ==3JiCM ahoald be taken to mean that tba cbm is wjffD mly troweled so that it win not be shppm . b��$ SAP (a liP Vi m c) can be aide to dx final coat of aW Seel fbr as ext m non -slip fie. . Forsaftty considerations, rcp =mtadve jobsite samples must be produced prior to the Textum -Crete applumfiom The retire scaface of the sample shanldbe inspected to verify and sppwve ibe adequacy . ' ofwtt and cry slip ridstance. . robsttt Test Setiions • Proper instaIIation Sad tccbme g of fient -bgped tappkp requires sM and Pte- Prepmm6o;i - Mm ftM ambient and mbdrOA tmmPw&Wre56 Prana (when =;d), ==& • $ a� �5�. acPaie�ce in use of the , az:d ot3aerrs will . each affbdt 9m Pid mnnbe of tba Te xtme; toppb• Uft a seedon of tire: actual jobsite . sabstrate, a reptmcatstii z Eest acdocf must be insiaDed to ve dfy and approve the suitability of 6e . product its intended ptstpose. - The test section should bet of wkghate size and configm = to be rcg`es'mtative. It Abould be p vt=dby the saintwd b=vbowiA apply the Tame material, the sane trubient couditioas using the: planned mncce prtpuibon groomdatm Primer tisaga'Stsd mmng, . isktailatioin, firds� and casing tecbmque s. T*Cbit l.Sp=W pmvisi=BrkkT== 5urbcing FPDI(S) 447SO0442 -01 i . BRICK TEXTURE 8URFACJNG t$e entire smface of the jobAte sample should be inspected to verify and approve . For safety MUMS, ' the adequacy of "t and dry slip resistance. . . `. Eclntpmejnfi'aad 1Vtaterfalg • • Wren jpS Nuipment and dbxInS pmpamfion and bstalledion, cuitabha pratedive geaz should be wom and gav=mAnt rogaW=s� m s tetras' =4 an applicabLe safety rmp should be follarvved. srzrfame p¢�parafion ig esseobal forsuc tapgm8' NosnaslIy, Tex�re�tete is . . by �Ym, M squeegee °� toweh; then With thoc des�aed t�achme or sar!sce , • , finish. • • ' , .. s�atblesting. xsnabstiag of . Far snbstr9te prrepasatioa, use wire � and o� � and to • •sirnilsr processes to rcanove laits�e, cam$ - �.� deb�s end fialTaw wig a . , roughen the c oncrete suod5ce �- I WR wag= to ZMDV8 IU bow pew firm Mt fimmw sn a DO � ivie 3r leaves lost oatbap : wbkh tea ' � aapw bl aois• pc ftiobtatastiomslCcD:i"ROP8ifIns tnta(IG'RI)�Nraabe'' . 0373.2'ind ncl m a Comae S�a'Profile (CST) bdwom Nrsmbar 3 and Hmnber S- An acid ,& ns3ng eme part mm� m tic acid m fnvrp� wat9rCIM be used op slabs wig no cestem wanes, • , or other coatitlgs- • For priming. Irux ata'z Bow Must be � on NOW porm substrates• • . t dm ld be used: Start • For mrasurxa& a cah orated contafneT cap of aec�e mess�ss� with f;jjtq=rts ofpremix, add gmud sad mix up to tWo•uora qu" ofpr=6x resin can be' added to . addevi The desgud consistency.. _ • • . • F6 o� small U0 L) puke coaw P obs, 76�etd's T•e: � � �� m a SgalIoa (�0 L) plasticpafi . or, a. -Is-30L MIroper u�mot 1xa' acMa4ed b y lid. A ' A, ono h yin* (13I),'bee+►Y Y,tog- vested delwig t ' •stam�sssttela2iziagafittedaabo • miairaum 650 rpm, 7 -amp mmt(c 9=M be Vin& . )FIrmi2d>z8 b8^e : T a nmiaIlyrtdaadm sa I� �g aadpw0ing machiwwith w vu tPd of 0310 gallons per Utz(2 -40 titers per Vie) at 225 Fs# (1 S Mpa), or a aaoxtar nabca similar to't t for bticic mortar. Follow mmaufisc6r6es . rostra: =O; and safety ragtnr=Wts. - ` For applicaiio n by trowel, trowels should be of hWHpdt ItUt of professional qty, and of a suitable size s TecbWm3 Specie prmvmjon DxkkTcxh= Ss�t FPDI(S}: 4 7500- I -52-OI • SRICKTExI'm SURFACING . For application by squeeM the vi1mgee shouldbe ofsuitsble size gad Pro na �� the blade of neoprene or eompamble mat�mr A flexhead orPasb-pull squeegex w'sIl tP . "clue mherm t ashen using a fixed-blada squecgce. For application by hoppec gam, 6W bOPPa 9= allonld be-of plastic, metal, or nylon and o£ proftd=4 q , with a holding chute and off= of suitable sin mouded au a higfitgrade bdkiess coapretsarwith suitable, oU -free air delivery. . Fot'application. by gauge Mj= gnvadw, the gauge rake gxcadcr should be an epoxy or mortar sgreadertool . suitable. pro �-4� tools gist would be fequmd to obtain the For c�r�ace �d be used, such as trowels, freers, or specified teattav *h= finishing cc�mxate: tatove ' . g'rrobal- madded (£v=Y) tmdrots. . ls too ' For joint pan, Owl Owl stags, � °�;.P]�astic i�xts, fZand••jomi�ag • , or gIWctWXg . . e lam maybe used: • . , • . . Substrate PraPa prior to ge =g �astallatian, a reprw=taffie test section =art be produced as d 'bed in 12.. . 7obsite Test gectiw& Sig areas and adjacent sins sb mld be prate cted fim *M4 � ��t • ' contact. The Wa& arra should be roped off and agpropziatz 9=6009 close to traffic. • The most eoaa�oa cease o+�ttiPp�g failure xs anProper °a- Zl� �rxxeta cu}i� rata • must be sound mid �� and most be as rec=i n=&d is Cou�xet�s Rapair Guidddhm Number 03732 to provide: a *C=� Sa£faoe ProM (CSP) be tvveeaa Number 3 -fuel 5 , usistg sgeapmeA as desembed is 13. Bguipme�t and Ma�•ials. . . �arustbe .�edfathabsenbe�•$efareatllaose . �, fie, sanmg memboraags, &T4•duk. 8wv- br other . cow must be eompl Mnaved SRS t#ee dwcnW in 13. Egrdpmcnt and Mata iall. The cleaning method to be used depe, ds as ft condition of the mbsbrate� Fan'lure to remove an c and itmt the adhesion of the Via' or topping wx�l csalse • {ire of the bind. Detergts. "cad wader cleaning pe ceftes, Q r s�"�S mra net • tece M==* dace they leave a f� that M' czars- bondhZg far�mra. g okaning, rata should 1 j fakeer not to damage &04Tp�a�e•af'sv�►ces adjaocattu �t �. . . Th concrete substrde must VDZMAWbe f aUy cu - 4 a minimum of 18' yL Substrates amsf be • l y W and free of nay O0DbMb=ft ftk Mai cBDP lose of band. Alt loose, mumbling, sp Ue d, broken, or othcewssea unsound te. wvst be remwied down. to found concrete. 7u concede =bM raustbea open and readily absorb water. The svr£ace b • or burnished conc mte -oust be =60 =6ed by MAc abmdoq. ASIM rb ndards 04258 Skmdm-d • 7 ' • Tune Spcad pmrisioa $rkkT S FpDI(Sy 407500- 1 -S2 -01 • ' TT - • MUCK T XrUn SURFACXNG . Pr,ac*e for ,Surf= ClaanbW Concrete for Coating and 0 x• 259 Standard Pradlce for Lbraatrrg . Cancrrte should be refeazd to for addiffonal scrbstrste,MZfiCe propMratian irtfomaatloa. . wbaar the suUthate is oruound porosity, the Tester& Crete topping cats be appW wiffiontpit nb* The cleaned tww to =Acc maybe prrmoisben4 rhea 6mad to dry OM it is satttmted sarface . dry (SSD). T'he t sboulA Vpewvisr'bly da&. -a4 btttnowaterobeenahOajd .bepresent j cess • water can be rarnoved by bludlag, by use of a rgtreogaa, by blew W zfty wit# art aLk let, or by breaking with a push broom. All ptudd w and anystandin8 wata A oald be removal PYIira the subatncte is Highly poroas, Boo banal be agpW to clamed and. prepared but not aLla wed to dry comiplebely. only appjyBcu&Crde to in area. that wM be - coveted by T One LoM ' Mlx Desir ilia Mix dedp WM depend on look is dash. Staat Wft 5atrr guar Ofprieoi treAMJM a ' clesin buakd and add vp to two mom gt" as nxenu y for MIXIng weafbercmwbimdzmldbeconddem&befa& at"i asctd= sboatd be 4V F or higlrea: if ambient ftMP=tM is apdad m drop balm 4 F CP C} dtairig •. pbcm=tbrbdara tbt mstcdd wM achiave final set, tbaTecet wCrc a most notbe wed Since tive vvo* lffe of tbb Te *wc -Clete mat=Q varies with tenpcm are, fcc ow oftswlationew ' .. � of tltentbc ahavld ba apgrexsna#eiy.70° F (2l • C� Mlx inthe abode ivhenpossr'blo, Use' cool, mat hotwafe r for yourreshmbL ln=te Rata mW is avarlsble ss qn additive to each r l f worldng . time. Resizimn�tbeaddaltdtham#xaatm SCOO TablegrwtM9M&L The drymabMw mmist amp be added to the rnsia miz ?his pio6rsa miuSt never b M zesin to flan dry . waftiah may cayso hoops, wveara* &a p4 f V&w mbcuag in $ conWmr, ft paddle xbould be moved up and dawn and nvuad the sides of the • contgu t, brat should Ailways below the umfts a# the mtrrtura 40 tjtst cur wM not be dapped, . causimg bubbles is Ere. installed Tmdmv -Crete tag• • • ' jlasta3istion' - - ' ' .. , � � , T'hesulgstrafeshwM bep nmtd and clewed w deacxt'bedin 14. a&wateAq=at(on-Botw -t abould �* appriod to highly POW= sari m: The Teaetnte-� material cihauld be'iiai as dew is 15, Wk artd Design and 16. MUnz ad imWed using the bgaipment and w9beW '. • dasculbed in 13. F.quipms'rrt and Matr IdL The work area should be roped off aced appropriate 8. I Tecb�ISp=WPtovi =BriaT,31=9=Sc€mg FPDI{5j:+td7500 -iSZ -01 ! t ti BRICK TEXTURE SURFAC3,2`tG sectious closed to traffic. Adjacent and sv=UDdiag s►ufat:es should b&protae� The surfaca'slcauld be divided into srmall work cectioas using walls, joint rma, or offer stationary features as natural stopping joints. AA with most eemautitious products, amcI7 of joints in the substrates will telegraph through the ' • Texture -Crete topping. Since the substrate Bad topping ODUld move together, an wodung joints In, '• ' the substrate must be reproduced hi the lopping to redom csackbi Joints =y be farmed fa the plc topper or ww=tafar the matezialbax seLlofiftibouldbe faU&Ttbpbcedpredmlyover . . existing joint positions in the st6shate, acrd be as wide or wider than old jointL . no work life. of the Texhw&Crde mahnial varies wit$ to e. For ease of instatlatton the • temperatme of the mix shouW be VS oxfimdoly Tr F • (21 ° C). Wbett the resin has been stored befoa'e Use at. tevperaft= above 7ir IF (21 °. C), ice in a . ' closes coutsi6er ad in the bucker of resin will help mzTzt& the mbt h mpmtum sad mmdrnize ffia work 016- • • - Normally a kyar of Tw my -Cretd can be frtsta K if regmhx d, + over &a first Iva wifign i day after placan=34 but not before the fast lVex has hm*ned•suffidently not to be • dsmged. • Adsizrbrssl. hymns, if desfizd, slmuld be placed in dw sdme mamnex • Mod Tedmraziete storm in[W coat ofTearenta -Cr agglied*itlxs.trpwrl of squeegme, to produce a fmished grout lima color; Stencils orlspe is sip Hed over this frxstcolar and a secondary Tcchre�-Cmte color is applied wig it tamper and ca;qremor &Ing a ftturea finish. 'When the stench (orDgm) is mwvedit leaves tha =damwi& it pe tem. Adsb&x4 Wy Vmyed . color coats can be .applied to achieve it spec ded eta • The Texttnes•Crete material maybe wM mere se the woz =& time of the mstetiat. Any to;&& mixture, whicfi has not been. installed by the and of its work Hfi, must be, . • disgarded. Previously mixed mde dd should not be added to newly mined material as this may ra&x:e w0316mg time. _ ' • . , For lreFpgz-Srm sgplicatians, atr, prime, or boad-coat t Concrdp sarface AdjUSt t$e �pper-g�ia.'orifice to produce'the spray pattxxn desires. T� topping r�tarial•m a . •suitable: -sized batch and transft • the mixed metwW to' the hopper -im Spray the matedal oa cardlwsrd or paper while waft adjustments to the hgpper gtm pr air d Tway. Spray the mined kWing evenly over tine stafac e, and alloy it to sort set ft trowel as desired. For dieselamckdmn • applic use. alarg pdfice size and spray apply tbaTexhue -Crete ingtobs, feu trowel' . to provide the Emish as • desires. ' • - Clean the trapper Sun lraquemtly and thoroughly to avoid buildup of flee Texture-Cse material ' � $ot We�Zer Tnatatlatlon ' The Te mm -Clete rgatmiab should be stored before use in a climate controlled area, ifpossrble, or .9 1'eeudw SM:bI PrOYW a Br;* T=a= Sm fufag MI(S : 4M"0-1-52-01 , s i i BRICK TEXrURR SUPYAaN(; • m.the shade. When the: Tartete Resin has been stored be 50 use at 't ru above 70° F (21 ° C), the use of cold water will help maitstaia the mix tempest and tuaxm=e the wo* life. HA wealt= instalIstiari proexdures Should follow thm described in -17. Fnttallad on with the addition of tlim listed below. The cemcrete substrata sbouldbe prepared andclemed ss de=H)ed in 14. Sulutra ePrq=ud 6n, lheayramoistmed for wverdbours and allowed to Saturated surface dry (SSD)- CeooMe ttng ifpassible, with water cooled wxitb ice- Drain the earners water prior to , . ndxingdit.Mrtbatcb of T� tn�derial Wb=Ltk&guse cool *ate:r•, ar coQ the bole is am iwlsc&d barrel to cool the water and aid h maiutaiaia8 the mix • BaUed or ice can be dt yped iu6b' the; resin b beep the material cool Pdreb RetK*W cam. also be used to • a tW woddag time, TpOre-C` 6 gams atrangth thoa *dly ff rA =cL-• =Thc aaetaee Cam be opened to taffies when It r uches safflciant A=gth not to be damage &-A A amiainmtnn of 24 hams fm foot trsffia sad 72 hO*s fior vehicular traffic: During tag. protect 1T 6 sxwtface iiod� damage by athr r trades.. . Sear mg sad Coating . • Prlvrto resting; the m rfaca doWdbe lightly acraPed �g a f loot sexV& to rbmave any hose bmis left a &W hocking tt a smsce down.wm the troweL Using a atifhbrvann, agitate ffie satt a b loosen gay � pmrticlm DIOW the entire smrfce a clean with Ma decttic, ?dglt-vohmu loaf (hmdampe) blower. 'Do ibb twice b emss.*a IN loose material has b6aLremnovexi pe" to suft . Seal the Surface alter a =uff dept cueing p=W (nodamllY Corse+ or two clays aftea•pb mtim=*. ' • l rrbe S*mn Clear Seal, dt wwzter or solvent baesekl should be'npplrod in two spats. Idting the fast coal drybefore applying flee =on& Whilei tjW$uler can be•Wayed, the lXefetrod method is . • rvllirsg the bate dd oa Ming a aotvcnt resistant roller cover. AWkfkg the scaler in a crosshatrA ' • patbean wiIl avoid rolkar saa�rks and prevent puddling of t'he seer. . . Rlaot�Hardscsgtel� fa�mlena�mce.= . ' ' . SWe d Tactmv-C� should be b eweVftorboriag• SpiTs "uld be cTramdapwhcn they oc= He:s * soiled mus may be woo4expod. by MDPPM& t &bra& or lteosiu& Sule d Texture -Crete hardwapm cam be cleaned using a bi9b •pressurt water washer_ . . .lacrde Systeama C1e w Seel pimi ft a dtasble fnissk Reseal as nefessaty.• . • •_ Patching • • ' Damagad arms is nd w orold Todare-Crefe shouldbe pats cd using 6li*mmine made daiim dmeft& ' • . The cause of the demiotation should be dew and exacted before paetcliameg to that ate aced • ' fat rrpaim will not vexes A cavity should be cut, chipped or routed out of the t 4gft to a - depth equal too the non rose thickness of the product being used. l lie cavity may cover a Wr area ' ' 10 Ttclmkd Special Proviniasi BrickTea fie Surfacing FPDI(O 4075DO -1 -SMI - s BRICK TEXTURE SURFACING or may be a hole or a slot cut out to follow the line of the crack. To re!duae cracking is the patch, the depth of the cavity should be reasonably uniform. The sides should never be feathet-edged. All dust and other oon taminants: should be removed fiom tine cavity so dat it is completely clew_ • Texture - Crete should be used to fill the: cavity f)&m ing the procedures described in 14: Substrate Preyaration, I5, ku Design, 16. Mixing i i. Installation rpraetieal, mk proportions and paiching pivocdwrrs should be tested before patcliiug else Tc!fiuraQreta topping. The patch thould be sealed with.hwrete Systems Clear Scaler as described in 19. Scaling and Coating. To blend the wppeux=of the patch snort closely -%% that of the suironacrmg toppin& the entire area, may be cle ww d and re- sealed. IlNCO (EzhaCALSUPPLY co.t 1NL''RETE sy mmla, 3Nawan•afs t u&iNCO cmadr- Li • ' nfmm products axe manuftchaed with the highest quality material aaad mA= 'sttictest , cadrdI4 and shall be.k m from dew in mat=W and wodM=ship at the time afits pre WCtion. Thin wmrzanty ahan mmsin is effect for a period of cane yens from flies time of its alrplic adon. Remedy under warty shall be limited to the replaceadaemt of ]NCO t HEWCALS/ IdJCItETE • p3roduo quad 9W svffident fmc r�sa gHeaticn to &a areas dmt6c not -=Pee ft 62a: smowt ' . originally used on said areas. ' • : won ofthegraded failaze s#rali be solzlythe: right o f D= CI EWAL MI74CRETB ' " ' S' YST�, IAtC. wlmmaY' r�tuireproo�ofpsodrictuscd ,tYused,aadtaz�esifagPli�,'es • . well as saabids ofpwduzct and substrate smpl~es by an hxlq=dmt testing laboWory of INCUsl INCRETE's cholci^. , • Other, mote iaolus m. wmi sties may be used on a job, basis (contest I NCO CBMCAU ' • INCRBTE SYSTEMS prior to the etnce;m=t o fjob ) amd mayregnire eaamuajloapt =iD 60 applcatian and the strict adherom to any spba c sgecificatious wbich maybe required by 1NCO C kadICALt Id cpms SysrEm for the project in quern. This wanlwty does not apply, ind INCO/ INatM rualoes Ao W=239Y Of guarantee awed disclaims . aUSibility, where pmdurx faslure rexsnits � smfaca cam, iDclundmg 1MY adtittives, sealers, or other materials, expaasiom 'louts, at wtmal cricks or defects, faulty design, . • won misuse of the snrfacq-to Which tha product is agph4 setdameaxt oir eocpansion of said st Vctu rs, fire or other casualty, pbysical damap or my otter A=V mauenct , eleanent or matter . 6wwilly c6m%x tad to other than an pct or oa&don of R4W CEaWCAL Cod INCRBT.E over of dch INCO/ INC ,= had omdwl. No other wanmd9s or gpm ml era w7essesd or implied. Should this product prove dafmft then ' sole remedy shad be replacement as is hart in expaess1yyzovi ltd and under no circnmstarnces shall INCO CHEMICAL CQ.l INCRETE SYSTEMS, INC be )!able, for loss or-damage; direct or • . consequential; arising out of the use of ability to use this product. 11 • Todmka) Spey WProvW=BrickTcd=Sex£seing FPDI(S):407500- 1 -52 -01 BRICK TEXITTRX StWACCD(G . • ,AvarilabiTlt�► - Tacrete Sya=s Textmr Crete is mzkded natiouwile snd iattma oneW ftbugh a waddwide • actwok of Systems Certified lasers or Au#hodwd Disbibatois tbo�oug aQ# the world. Cantaot buzeta S)stxgx Inc. di!xtly at 813 - 886 -88I or 800752=4626 for furtheriaformatiom F.ND OF TEC VXCAL SrzQA.L PROM ON T=bm= 4 Sp=d ftoYWon Bock Text= Smfeciag • "DXS'). 407MO 4-57,02 SECOND AMENDMENT TO TERM CONTRACT FOR ROADWAY MARKINGS, STRIPING, AND BRICK TEXTURE SURFACING FOR TRAFFIC ENGINEERING (IFB- 600325- 08 /GMG) THIS SECOND AMENDMENT is made and entered into this day of t 20 and is to that certain Agreement made and entered into on the 12 h day of August, 2008, as amended on August 20, 2009, between FAUSNIGHT STRIPE AND LINE, INC., whose address is 910 Charles Street, Longwood, Florida 32750, hereinafter referred to as "CONTRACTOR ", and SEMINOLE COUNTY, a political subdivision of the State of Florida, whose address is Seminole County Services Building, 1101 East First Street, Sanford, Florida 32771, hereinafter referred to as "COUNTY". W I T N E S S E T H: WHEREAS, CONTRACTOR and COUNTY entered into the above referenced Agreement on August 12, 2008, as amended on August 20, 2009, for roadways markings, striping, and brick texture surfacing services for Traffic Engineering; and WHEREAS, the parties desire to amend the Agreement so as to enable both parties to continue to enjoy the mutual benefits it provides; and WHEREAS, Section 21 of the Agreement provides that any amendments shall be valid only when expressed in writing and duly signed by the parties, NOW, THEREFORE, in consideration of the mutual understandings and agreements contained herein, the parties agree to amend the Agreement as follows: L 1. Exhibit "A" of the Agreement is deleted and replaced by the new Exhibit "A ", attached hereto. W 2 Amendment to IFB- 600325 -08 GMG �+ Roadway Markings, Striping, and Brick Texture Surfacing Page I of 2 y Q +�+ x . y ' r oo 2. Except as herein modified, all terms and conditions of the Agreement shall remain in full force and effect for the term of the Agreement, as originally set forth in said Agreement. IN WITNESS WHEREOF, the parties hereto have executed this instrument for the purpose herein expressed. ATTEST: a � r1— BARBARA A. BONACCI, Secretary (CORPORATE SEAL) FAUSNIGHT STRIPE LINE, INC. By: PHILLI J. F SNIGHT, President Date: r By: Date: For the use.and reliance of Seminole County only. Approved to form and legal su i i Count ey ASC /lpk 11/02/09 Pi \vaarS \Legal Secretary Csa \Purchasing 2009 \A9raearent9\tV8-60032S 2ae.doc Attachment: . Exhibit "A" - Scope of Services and Fee Schedule )r 2 Amendment to IFB- 600325- 08 /GMG Roadway Markings, Striping, and Brick Texture Surfacing Page 2 of 2 -As authorized by Section 8.153, Seminole County Administrative Code. M EXHIBIT A Sui3Mfi' BID TO: INVITATION FOR BID' serninde county 1101 E.1 st street. Room 3208 Sanford, Florida 32771 and PURCHASING AND CoNTRACT8 DIVISION Bidder Acknowledgment Contact Gloria K Garcia, CPPS EFB- $40325 -0$ /GMG Senor Procurement Analyst 4074665 -7123 - Phone 4o7 -86544 - Fax Term Contract for Roadway ggerdtaesem}nolecountyfi'gov Markings, Striping and Brick Texture Surfacing for Traffic Engineering Location of PuMir opening: Bid Due Date: June 25, 2048 county Services Building, Bid Due Time: 2. P.M. S nt, F Room da 3Z 1101 E. 1 st Street, ardolorida 32771 Bidder Name: Fausnight Stripe & Line, Inc. Federal Employer ID Number or SS Number. 59-2556096 if rebxnIng as a `No Settns taP', staff reason IMWWV Address: {if so, return only V* page): 910 Charles city, sue Longwood, FL 32750 T of Entity: (M cra ane) 7Auftrked.ft Parht*m* Manual) Joint venbre p in the State ot: Florida Number: 407 - 261 -5446 I T c a T Name: Phillip J. Fausnight him President Free Telepho Number: Fax Number. 407261 -5449 pe; 612412008 THIS FORM MUST BE COMPLETED AND RETURNED WITH YOUR BID The Applicant is e*ected to completely analyze the information confined In suhis ImAtation al shah or Bid as guidance For the preparation of the submittal. The App' be sufficiently specfc, detailed, and complete to dearly and filly demonstrate the Applicant's understanding of the proposed work requirements. X25-08 /GMG —Term Contract for Roadway Muk'ngs, Striping and Brick Texture Surfacing Price Schedule PROJECT: Term Gantract for Roadway Markings, Striping and Brick Texture Surfacing for Traffic Engineering - IPB- 600325•- OBIGMG Name of Bidder. Fau sn ig ht S tripe & Line, Inc. Mailing Address: Street Address: Ci r'.hariPS St CitylStateop: Longwood, FL 32750 Phone Number. 4(UO_?_) 261 - 54 46 FAX Number. (407) 261 - 5449 Pursuant to and in compliance with the lnvitation for Bid, Instructions to Bidders, and the other documents relating thereto, the undersigned Bidder, having famiilar¢ed himself with the terns of the Contract Documents, local conditions affecting the performance of the Worts, and the cost of the Work at the places where the Work is to be done, hereby proposes and agrees to deriver materials/services in a workmanlike manner and in strict conformity with Contract Documents, including Addenda Nos. 1 through 3 , on file at the Purchasing and Contracts Division for the amount hereinafter set forth. The undersigned, as Bidder, declares bud the only persons or parties Interested in ft bid as principals are those named herein; that this bid is made without collusion with any person, firm or corporation; and he proposes and agrees, 9 the bid is accepted, that he/she vAll execute an Agreement with the COUNTY in the form set forth in the Contract Documents; that he/she will famish the Insurance Certificates. GROUP I (A) - THERMO PLASTIC MATERIAL: GROUP I (B) - PAINT: - GROUP I (C) - COLD PLASTICS: GROUP II - MISCELLANEOLIS: TOTAL AMOUNT OF BID: x� /4 'f 5�- 105,510.00 29,014.00 $ Group Deleted Per Addendum 93 $ 332 V Numbers Phillip J. Fausnight (Printed name of person signing FORM) Preski (Title of person signing FORM) J FB- 600325- t8 /GMG — Term Contract for Roadway Madcap, Stripthg and Brick Texture Sudacing Addendum *3 — 6/11/2008 - Price SchedWc 1 -3 GROUP I : STRIPES - SYMBOLS - MESSAGES: A ' THERMO PLASTIC MATERIAL ITEM DESCRIPTION: UNITS ESTfMATED QUANTITY UNIT PRICE EXTENDED PRICE 1 6" White Stripe If 70,000 0.45 31,5U0.00 6 Yellow Stripe 40,000 0.53 21,204.00 2 3 8 White Strips If 2.000 0.75 1,540.00 12" White'Stripe If 2,000 $ 1.50 $ 3,040.00 4 19" YelfoW Stripe if 7, 000 1.24 $ 8,400.00 6 F 18" White Stripe If I 1 004 ' 120 1,204.00 24" White SWM if 9,000 11,880.04 7 5 No Parking or Standing Fire Lane` 1 8" ht Syriib0l- .SlrX31e ATF�W ea ga 10 350 1 33.0D $ 654.00 11,554.00 8 9 Symbol- Cambination Arrow ea 33.SO $ 1,675.00 10 Symbol Handicap ea 10 30.04 $ 300.00 F 12 Message, Misc., - 4 to 6 Letters Message- Rallroad Crossi Sage -Sd= l es g 33 80 45.00 35.40 $ 140.00 225 .00 1,155.00 $ 8-,040.00 rijE ssage -Oii ea 40 $ 30.00 " 1,2W'.00 Message -Merge ea 15 $ 25:00 $ 375.00 Message-Stop ea 10 $ 25.00 $ 250.00 17 Message -Yield ea 50 $ 25.00 1 18 Symbol - Yield e a 50 $ 4.00 $ 200.00 19 SUBTOTAL FOR GROUP 1 (A) $ 105,514.00 IFB- 600325- 081GMG — Road"y Markings, Striping and Brick Texture Surfacing Addmdcmm #3 — 6n U2008 - Prig Schedule 2-3 GRO STRIPES - SYM BOLS - MESSAGES B. PAINT UNIT PRICE EXTENDED PRICE ESTIMATED PAINT I DESCRIPTIOFI: UNITS QUANTITY 1 6" White Stripe If 7D,DOO $ 0.15 10,500.00 2 6" Yellow Stripe If 40,000 $ 0.16 5,400.00 3 8" White Stfipe If 2,ODD $ 0.18 320.00 4 12" White Stripe i€ 2,OOD $ 0.30 8110.00 . Yelfaw Stripe If 7,000 $ 0.14 $ 980.00 F 18' 6 18' White Stops If 1, 0D0 0.15 $ 150.00 7 24' White Scrips If 9,000 $ 025 $ 2.250.00 8 No Paridng or Standing ea 10 $ 10.00 $ 100.00 Heig Fire Lane' 18" H 1500 $ 50 5,2.00 9 8ymbo! -SWe Arrow ea 350 . 10 Symbol - Combination ea 50 $ - 1800 $ 800.00 11 Arrow 5ymbd f-isndicap 10 ; 10.00 � 100.00 12 hAessage, Misa., 4 to 6 ea 5 $ 20.00 $ 100.00 13 Letters Message - Railroad 33 $ 800 $ 264.o0 Grossln 80 $ 6.00 $ 480.00 14 Message-Schoat ea '15, Message -Only ea ' $ 6.00 $ 320.00 15 Message -Merge ea 15' $ 6.110 $ 90.00 17 Message -stop ea 14 $ 6.00 $ 60.00 18 Message -Yield Ga 50 $ 4.00 $ 200.00 19 Symbol - Y>eid 50 $ 1.00 50.00 SUBT&AL FOR GROUP 1 (B }' $ 29,014.00 [FB- 600325- 081GMG — Roadway Markings, Striping and BrickTmdure SLfacing GROUP If - MISCELLANEOUS lFB-60082"81GMG - Roadway Markings, Striping and Brick Texture Surfacing ESTIMATED ITEM DESCRIPTION UNITS QUANTITY UNIT PRICE EXTENDED PRICE 1 Lay -Out for Stripes If 60,000 $ 0.13 $ 7,800.00 2 Lay -oat Symbol ea 50 $ 12.00 $ 600.00 3 Lay -Out Message ea 20 $ 32.00 $ 640.00 .4 Clearing Dirt/Grass if 35 $ 0.01 $ 350.00 from Ed errne 5 Removal of Existing sf 2,000 $ 2.60 $ 5,200.00 Markin $ $ 6 4" Temporary Tape if 10,000 0.02 200.00 7 Remove RPM 's ea 5,000 $ 0.01 50.00 8 Furnish/Install RPM's ea 8 $ 310 $ 24,800.00 Class 6 (FDOT 706 9 Rumble Strips, 05" 2,000 $ 0.60 $ 1.200.00 Thickness, ea 2" Width 10 6" 3M Series 380WR ES $ $ Wet - Reflective Tape - Lf 24,000 2.335 56,040.00 White 11 6" 3M Series 380WR ES $ $ Wet-Reflective Tape - Lf 24,000 2.335 56,040.00 Y61low 12 Red Preformed $ $ Thermoplastic Sq ft 1,250 36.00 46,000.00 Detectable Warnings with Truncated Domes 13 Installation of Surface $ 95.00 $ 95.00 appl ied Armor -tile 14 Delivery of Cast in puce Ell $ 50.00 $ 50.00 15 Bride Texture Surfacing $ 95.00 $ 95.00 16 Foti -Back Temp Tape R8 � $ 100.00 $ 100.00 SUBTOTAL FOR GROUP it 198,260.00 lFB-60082"81GMG - Roadway Markings, Striping and Brick Texture Surfacing 910 Charles Street Longwood,FL 32750 (407) 261 -5446 - Fax (407) 261 -5449 ro Seminole County Public Works Attention: Harry Raysin hereby submit specifications and estimates for. Item Description 102 -911 -2 6" Foil -Back Tern Tape (Per C(-M.6 C,� 6020 3 O V30 1,f- enW FAX Page 1 of 1 DATE 07/16/09 PROPOSAL # 09 - 050.3 JOB NAMEILOCATION Foil -Back Temp Tape Direct Prchase Quantity WM Unit Prtce p $ 100.00 R� Amount We Propose hereby to h mish material and labor - ate in accordance with above *peciticalioM for or $ - Pavmpm to be made as follows: Net 30 Days Pending Credit Approval VWWC Accepted AS mdstl�i k yuaesesd b to as spwr4& At wak b W dssp Md In a w0ftnWAW mama WMd' a k+fa to gatdaud praaias Asr sftmft of d"§00 rras sbwa apedfi aftM f Mft **& out Authorized ,. rg S' nature %ir s wll to aaswtW Dori �++�^ ortfsas, and we bawttas an bam ofwys ova and wovo fna as�mte. Aa apreeanems ooMrgsar �^ arms, axk.na «��» I»yand oa oana w Dairy •, wr' Note: This proposal may be wlttldra ay us if not accepte within 90 days. and olio raoway . Ow woaKas sr. aay covered by worknae Canpenratlan nsu rano.. by N-4 he reby accepted of Proposal The above prices, spec�ifceWm and oonMons rue saftlaerory You are authorized m do the watt as specMed. Payment will be made as ougined above. Date of Acceptance S nature rft 64M roe asd Ta" - sanmde cxs rxft PROPOSAL PHONE GROUP III- SIGNAGE FOR PAVEMENT MANAGEMENT PROGRAM (Amendment #2) IF13- 600325- 081GMG - Roadway Markings, Striping and Brick Texture Surfacing ESTIMATED ITEM DESCRIPTION UNITS QUANTITY UNIT PRICE EXTENDED PRICE 1 24 "X30" High - Intensity Traffic Sigh w /Galvanized AS 1 $ 195.00 $ 195.00 U- Channel post ( F u r n ish & Instali 2 30 "X30" High - Intensity Traffic Sigh.w /Galvanized AS 1 $ 225.00 $ 225.00 U- Channel post ( Furnish & Install Construction Sign Panels 36 "X36" No Post - (Furnish EA 1 $ 130.00 $ 130,00 r on 4 3 Construction Sign Panels 48 "X48" No Post - (Furnish EA 1 $ 230.00 $ 230,00 onl SUBTOTAL FOR GROUP III $ 780.00 IF13- 600325- 081GMG - Roadway Markings, Striping and Brick Texture Surfacing Fausni ht a7 FgPE & LINE INQ. 910 Charles Street Longwood, FL 32750 (407) 261 -5446 - Fax (407) 261 -5449 TO Harry Raysin, P.E. iereby submit specifications and estimates for: Item Description 24 "x30" High- Intensity Traffic Sign with Galvanized U- Channel Post (Furnish and install) Example: Speed Limit Sign 30 "x30" High - intensity Sign with Galvanized U- Channel Post (Furnish and Install) Construction Sign Panels 36 "x36" (No Post) (Furnish Only) Construction Sign Panels 48 "x48" (No Post) (Furnish Only) PROPOSAL Page 1 of 1 [PHONE FAX DATE 10/15/09 Seminole County - Traffic Sign Prices Quantity UIM Unit Price AS $ 195.00 AS $ 225.00 EA $ 130.00 EA $ 230.00 Amount We Propose hereby to furnish material and labor - complete in accordance with above specifications, for the star of. dollars Payment to be made as follows: Net 30 Days Pending Credit Approval Vi sWC Accepted AI material is guarmilsed to be as specilfsd AIf work to be CMY~ In a workmernOke mama aewrd al�� ssr ing to standard Ww s. w Any atraadan or deviation from above apsdflatbas involving extra cos* Authorized wi0 be wMatbad only upon written orders, and won become an extra drarge over and above d>a eaftate. Signature j An agreements corn"ent wen eekas. accidents or delays beyond our oontrol. owner to carry tire, tor- Note: This proposal may be withdfawn nado and oawr nawamay irmnexe. our workers are k* covered by Workmen% Compensation kaurmce. by us If not accep within 90 days Acceptance of Proposal The above prices, specifications and conditions are satisfactory and hereby accepted. You are authorized to do the work as specified. Payment will be made as outlined above. Date of Acceptance Signature F9c 09-0766 Seminole Comity sign Prices.xts 1 } Description of Services The Contractor.wiq be responsible for furnishing roadway markings, striping and brick texture surfacing for Seminole County. Traffic Engineering Division. The orders will be placed on an as needed basis in accordance to the terms and conditions of the Contract Documents. AUXILIARY LANES AND STRIPING SPECIFICATIONS A. COMPLIANCE TO SPEGIFICATIONS 1. Ail markings are to conform to the most current Seminole County Standards and, issue of "Florida Department of Transportation Standard Specifications for Road and 13ridge Construction" along with the most current issue of "Florida's Roadway and Traffic Design Standards Handbook ". In addition, S conforms to a Policy of Geometric Design of Highways and Streets 984 (A.A S.H.T.O.) Standards, the "Manual of Uniform Minimum Standards for Design, Construction and Maintenance ". and "The Planning Guidelines for Transportation ". 2. All traffic control signs and striping must be illustrated and located on final engineering plans on one, (1) sheet in accordance with Seminole County.Code, Chapter 250.23 which incorporates the "MUTGD•and the Seminole C✓ unty Traffic Standards, 3. When a transition is striped through a curve, a staridard 6710' skip cycle wilt be required. 4 Three (3) week "cure time" on asphalt required prior to final markings installation. Exceptions will require prior approval from Seminole County Traffic Engineer or designee. 5. No markings are to be installed prior to field approval of layout lines by Seminole County Traffic Engineer or designee. IFB- M25- 0$ /GMG —Term Contract for Roadway Markings, Striping and Brick Texture Surfacing g, Centerline and edge line to extend fifteen feet (15`) beyond transition point m. downstream and ng fifteen be thirty prior 30') from point center unless otherwise 7. Flash mark spacing rEy specified. 8. Arrow spacing to conform to Roadway and Traffic Design .Standard Index No. 17346 drawing 2 of B (with each additional 75 of turn lane add one arrow). g Changes in existing markings in some cases will also be required as per Seminole County Traffic Engineer or designee. 10. During all construction and Installation of markings the work zone shall be signed in accordance with the "Manual Uniform Traffic Control Devices Chapter VI ". 11. When a lane closure is permitted, with prior consent of Seminole County Traffic Engineer or designee, on a road with a classification of minor collector or above, hours of operation wdli be limited to between 9:00 a.m.. and 4:00 P.M. 12. It is the responsibility of the Contractor to clear debris, dirt, grass, etc. from the edge line prior to edge line markings installation. 13. Temporary Tape shall be installed per Seminole County standards. 14: Certification of Tests: The producer of ompou (3} p copies of in c hf s Sc shall fumish upon request to the Departme reports showing results of all tests speci herein, and shall certify that the material meet s I� �th of samples obtained after etivery �of the coy howeve will be based compound. B. REFLECTIVE PAVEMENT MARKERS: DESCRIPTION - The work specified in this Section consists of furnishing and Installing reflectorized pavement markers and removing pavement markers at locations designated in the plans or by work order request. The work shall be done In accordance with these specifications and the details shown in the plans or work order request. TYPE -The markers shall be 0 *ONITE 911 E of the following type (only): 1. Amber bl- directional reflective face 2. Amber mono- dlrecfional reflective face 3. Red/Cotodess bi-directional reflective face 4. Colorless mono- dirwbonai refiectivo face 5. Blue reflective face Manufacturers' specificrations apply. ADHESIVE - Seminole County requires Method 3. 1. Bituminous (as pre - section 706-2-4. of the DOT Standard Specifications for Road and Bridge Construction 2000 or latest re 2. Epoxy Resin (2.part mi)(ture) manufacturers specifications apply. 3. Thermoplastic using the puddle method for RPM installation with 'like color thermoplastic. Method 1 and 2 may be used with prior approval by Traffic Engineer or designee. H 600325- 08 /GMG — Term Contract for Roadway Markings, Striping and Brick Texture Surfacing C; PROJECT MATERIAL. AND WORKMANSHIP Temporary Striping -Ali striping shalt be in paint or Temporary Tape of acceptable quality. The temporary striping shall be Installed in accordance with the latest Federal, State and County standards in compliance with the requirements of the MUTCD, latest edition, the Florida Department of Transportation Standard Specification, the latest edition, and Seminole County Standards, Permanent Striping - Ali permanent striping, material shall be painted, thermoplastic, or cold plastic, as specified in the purchase order. The material used shall meet the latest Federal, State and Seminole County standards as specified in this contract. All work shall be performed in accordance with the requirements of the MUTCD, latest edition, the Florida Department of Transportation standards, latest edition, and Seminole County Standards. it is arkticlpated that thermoplastic will be used approximately 75% of the time. Paint will be used approximately 20% of the time and Cold Plastic approximately 5% of the time. New Pavement Striping - The permanent striping shall be installed after the cure time for the particular type of pavement material, not to exceed thirty (30) days after the construction of the pavement. The contractor shall begin Installation of the permanent striping within five (5) working days and completed Instaliation within thirty (30) days after the specified cure time. Maintenance of existing striping - The contractor must begin work within frve (5) working days and shall complete all work within the thirty (30) days from the date of the purchase order. Emergency Striping - Contractor shall respond to request for emergency services within eight (8) hours and complete work within twenty-four (24) hours of the notification. Emergency conditions include, but not limited to, the following conditions: a) Temporary Striping using paint on new pavement material. b) School- Zones in thermoplastic. c) No Passing Zones in paint or thermoplastic d) Stop bars in paint, thermoplastic, or cold plastic. e) Crosswalks In paint or thermoplastic. f) Pavement in symbol or messages p aint or thermoplastic.' For protdcUon of the motoring public, Contractor shall immediately notify the County Traffic Engineer or designee of any delays, followed by a written notification of the delay and cause(s) of delay, with a copy to the Purchasing and Contracts Division. County reserves the right to cancel the order to pursue an alternative method of implementation if needed. Under non - emergency conditions, additional work days may be authorized by the County due to unforeseen delays, for circumstances, beyond Contractor's control, including but not restricted to, acts of God or negligence of any other Contractor. rFM00325 -08/ GMG — Term Contract for Roadway Markings, Striping and Brick Texture Surfacing D. BRICK TEXTURE SURFACING - INCRETE SYSTEMS Description: A colored two - component, cementations topping designed for resurfacing and texturing concrete floors or hard capes. Spedfications are Included as part of the IFB documents. E. NSTALLATION OF SURFACE APPLIED ARMOR -11LE - Features: cost effective for retrofitting or new construction complete system supplied; tile, adhesive, fasteners, sealant beveled edges for smooth transition meeting ADA requirements light weight and easy to handle easily cut to conform to angled and radius ramps sizes available; 12"x12", 24'X24 ", 24 "x36 ", 24 "x48 ", 24 "x60 ", 36"x48 , 36 " x60 nine (9) standard colors available with Federal Color Identification advanced warning strip - 3" 9 48 ", used to create a color contrast around perimeter F. DEUVERY OF CAST IN PLAC - Features: certified to meet ADA and State requirements Integral embedment flanges are the complete anchoring system sustains dynamic vehicle loading, AASHTO HS20 -44 wheat load test easily cut to conform to angled and radius ramps sizes available; 12"x12", 24 - 44", 24 "x36", 24 "x48 ", 24 "x60", 36"x48 ", 36"x60" nine (9) standard colors available with Federal Color identification advanced warning strip - 3" x 48", used to create a color contrast around perimeter G. 3M SERIES 820 WET- REFt.ECTNE TApF! . Surfaces shall be prepared as follows: An area dry and ctean of any loose debris When the surface is not conducive for installation of th Wet-Reflective Tape, Contractor shall notify Traffic Engineering Division for approval of grinding (or other measures) when deemed necessary to insure proper adhesion. H. RED PREFORMED THERMOPLASTIC DETECTABLE WARNINGS WITH TRUNpATED DOMES IN COMPLIANCE WITH LATEST ADAAG.. REQUIREEIVINTS ' FOR tETECTABLE WARNINGS ' ON HANDICAPPED RAMPS ~ : - Surfacers shall be prepared as follows: Prepared with a broom finish When the surface is not conducive for installation of the Detectable Warning, Contractor shall notify Traffic Engineering Division for approval of grinding as needed to insure proper adhesion. No curing compound shah be on the surface Cured for thirty (30) days IFB- M25-08 /GMG - Term Contract for Roadway Markings, Striping and Brick Texture Surfacing TECHNICAL SPECIAL SPECIFICATIONS FOR BRICK TEXTURE SURFACING SEMINOLE COUNTY, FLORIDA BOARD OF COUNTY COMMISSIONERS �1 ' BRICK TEXTURE SURFACING INCPXM SYSTEMS. INC. • TEx - cxETlw Description A colored two- component, cem-entitious topping designed for resurfacing and tag coharete floors or hardscapes. Increte Systems Texture -Crete effectively p�� at d from feate h re ge to oW-Q�� krIL f it strength can be used at greater dtths whexa arY _ . It achieves a comp In addition spproximately 6000 P.61 or greater in 28 days, allowingheavier loads without damage- Texture -Crete is suitable for many other applications such as renovating scaled to stenciling, finish and adding color or ttxt com resurfacing to add a trowel or float Wasting flatwark a&antages compared to most topping materials, . Increte Systems Terxture -Crete offers many and. an a{iractive 110 an including higher strength, excellent moisture and freezelthaw resistance, and. asrnfaea strength range. Advanced polymer technology provides excellent adhesion, durability. . twice that of normpl concrete. Additional benefits as compared to concrete include a sip fipant . reduction in blitheness, an bxxem in f 1mus al strength, and excellent moisture resistance. Once seated, the surface is rendered nonpmus� providing superior stain resistance and easy mainten aam Texture -Crate is easy to rant and econonaicat to ins all- Simply mix the powdered grout to the liquid resin and spray or trowel down. ' When the concrete substrate is highly porous, Ind Systems Bond Greta must be applied prior to installing to seal the surface and promote adhesion. Texturt -Crete is suitable four both vertical and horizontal surfaces- . For an essy-to- maintain, stain resistipt surer`, Text= w �lveu b seed Periodically maintained with Inercte Systems Clear Seal availabl , LImitations . Texture -Crete is designed for use nonmoving, structurally soiuld, properly pr compete concrete that sup feces. Not a ll s are suitable for the installation of Texhn^e- Cretet includin8 is not fully cured, most lightweight concrete, sad gypsum-based proms of any type - cct to hydrostatic pie, native water leaks, of Texture -Crete mint not be used nn ,areas subj etc must not be installed in continuous water msmersian. Without specific prior testing. Texture-C areas subject to harsh chemicals As with most eemantitious products, cracks, or joints in the substamx will telegraph through the substrate joints must be extended up through the full depth of Texture: -Crete topping- The existing - the topping by sawcuttmg, tooling, of forming. z Tecbr�ical Special Provision Brick Texture Surfacing FPDI(S): 4875WI -52 -01 BRICK TEXTURE SURFACING For areas where depths exceeding %" are require. , Texture -Crete may be placed in layers. The previous Texture -Crete' layer roust be allowed to harden before the placement of the next layer, a minimum of 48 hours to allow for sufficient curing. Badly scarred substrates should be leveled with a "scratch coat"-or "slurry coat" that has enough depth, so that damaged areas such as cracks, scratches, and trench -cut patches dri not telegraph through the topping. The volume of resin added to the grout cart be varied providing .& variety of finished looks. For proper appearance, mixing roust be uniform, thorough, and consistbnt tfiroughout the project. Proper mixing cannot be achieved by hand; a paddle mixer attached to a heavy -duty drill must be used. Texture -Crete installations must take place when the ambient and substrate surface temperature are 50° For higher. Optjs urn temperature for installations is approximately 70° k2l o Q. If ambient temperature is expected to drop below 50° T(7* C) during placement or until a minimum of 48 hours after placement, Texture -Crete must not be installed. When possible, installation should take place during the coolest pant of the day. For adequate work time andpmper curing, installations in direct sunlight or d uring hot, dry conditions should be avoided. TI}e relative humidity should b e at least 50° /a and preferably higher during installation of Textmr.- Crete. Generally, the early morning is better suited to successful Texture -Crete installation than during the midday heat or in. the hot aftemoon.. Applicable Standards profes6onal standards and 'practices, including thoscpublislied by American Concrete hmtitute (ACI), the I;ntcmational Concrete Repair Institute (ICRI), and the Portland Cement association (PCA) should be followed. ' Composition and Materials Inorete's Texture_Crete is a system of complex, precisely engineered, potymer.moMed cenaentitious foaaulations + produced by a proprietary m n rhMin and intcrgrinding Process. It is a two- component topping material containing no calcium chloride. Texture -Crete is formulated only with components which are environmentally safe aird do not emit hazardous fumes as formaldehyde or ammonia. Increte gyst�ms Texture -Crete will not cause or contribute to Sick Building Syndrome. Colors Texture -Crete is available in 30 standard colors. Custom colors are available for any unique or specific need. Lighter Texture-Crete colors are usually chosen for chemical staining: The Texture -Crete topping maybe stained after it is sufficiently cured to walk on, a pproximately I - 3 days after installation. 3 FPDI(S }: 4Q7500 1 -52 -01 Technical Special Provision Brick Texture Surfacing BRICK TE)CI-M SURFACING Application of a chemical stain will hip ght' perfections ' 'be topping surface. A jobsite test section must be prepared to verify and approve the Stain Crete application. Technical Data Compressive strength and tensile strength of Increte's Textpre -Crete is given in the table below. All values are typical of those obtained WUea tested in 2 -inch cubes by the method described in ASTIvI C109. COM RY's5m STRENGTH RESULTS 3900 psi 3 days 6100 psi 7 days 7010 psi ' 28 days 7880 Psi ' Tensile Strength 1 day 230 psi 3 d 470 psi 7 d 890 psi 28 89D nsi Sines . lncrete Grout is available in 501b: Bags. Increte Resin is available in 1 gal, 5gal, and 55g4 containers and is sold as a concentrate it is mixed 50 %-50 % with "cool water. Shelf Life - Under normal conditions aad when kept out of direct. sunJi ght, dry and moisture f=, the shelf life of the Tncsete prpdurxs is at least six mouths from the date of purchase- Storage should be under roof and off the floor. Trrveutory should be rotated. Coverage The amount of product required will vary depmding on depth' of installation, isubstrate surface profile and texture, preparation procedures, specified-surface finish, and other conditions. When troweling, oat 501b. Bag of Increte Grout will yield approximately 50 square feet at 1/8° or 100 square feet at 1/16 ". When spraying, Product will yield approximately 100 -125 square feCt C;Iear- Seal gill yield approximately 200 square feet per gallon. Four to six quarts of premix resin will be required for each bag of grout. 4 Tcchnicat Special Provision Brick?ex=c Surfacing FPDI(S7, 407500- 1 -52 -01 BRICK T'EXTU" SURFACING _ Cautious - • WARNING? HAR1viE'tTL FF INHALED. IRRTTA� � E�� • KEEP OUT DELAYED 1UNG INMY (S OF REACH • (SILICOSIS). DO OF CIE DREN. CONTAINS CENMU AND SILICA (QUARTZ'). Cancer hazard. Contains Silica (Quartz) which can cause cancer, (Risk of cancer on duration and level of exposure.) Use only with adequate ventilation. Do not breathe dust Wet cement may cause alkali burns. Avoid contact with _ eyes, skin, and clothing. Wear dust (particulate) respirator' (NIOSId TC -84A approved), safety goggles, and gloves. - F Aid: Eyes DO NUT RUB EYES. Immediately flush thai:oughly with water. Skin-Wash thoroughly with soap and water. Remove soiled clothing and ash before reuse. Inhalationf inhalyd, or if difficulty in breathing is ekperienced, move to fresh air. If sy p persist or develop, or if ingested, get medical attention. Wash thoroughly immediakly after handling. Store in a cool, dry, well ventilated area, in unopened original packaging or in tightly closed labeled containers. Avoid geamsting dust during recovery or disposal. Disposal ofall residtaal or recovered product must be in accordsnce with applicable federal, state, anii.lpcal regnlatians. Before using orhandlin& read the Material Sa, fetyData Shed and Warranty FORPROFESSIONAL USE ONLY. Textem and Slap Resistance Texture -Crete creates a texthared; slip resistant surface. When a flat i atador floor is required, extra emsure that the surface is uniformly troweled so that it will not be precautions should be taken to slippery. b rote's Shur -Grip (a nou=slip additive) can be added to the final eoataf Clear Seal for an extra non-slip surface. ]i or safety considerations, representative jobsite samples must be produced prior to the Texture-Crete application. The entire surface o f the sample should be inspected to verify and approve the adequacy of wet and dry slip resistance. Jobstte Test Sections proper installation and texhning of cement -based toppings requires skzll and practice. Preparatiop - p=edures, ambient and substrate temperatures, Primer application (when used), nixing, iIIstallation, finishing and curi dg techniques, experience in use of the material, and other factors will each affect the paaformant;e of the Texture-Crew topping. Using a section of the actual jobsite substrate, a representative test section must be installed to verify and approve the suitability of the product for its intended purpose. The test section should be'of adequate size and configuration to be representative. It should be produced by the same walkers who will apply the Texture -Crete Material, under the same expected 6bient• conditions, using the plarned surface preparation procedures, primer usage and mixing, installation, finishing, and curing techniques. 5 Technical Special pmvisiaa Brick Tex= Surfacing FPDI(S): 407500 -1 -52-01 BRICK TEXTURE SURFACING For safety reasons, the entire surface of the jobsite sample should be inspected to verify and approve the adequacjr of wet and dry slip resistance- Equlpment'a »d Materials When using ,T4merd and materials during pregararion and installation, suitable protective gear should be worn and government regulations, manufacture's rnstractsons, and all applicable safety regvirem=ts should be followe& prope• surface prep aration is eseutial for successful topping installation. Normally, Texture -Crete is applied by sprayer, hopper gun, speC$ee. or trowel, then finished with the desned texture or surface finish. - • . _ .. For substrate prep ahotblasting, sandblasting, or wire aeration, use bru'huig, grinding. Wig• similar processes to remove laitance, caring compounds,'coatings, and other contaminants and to roughen ft concrete surface adequatcly- After roughening, sweep'up debiis and follow with a the thorough' cleaning using a. high pressure water washer to raMDVO all loosaparficl which which can substrate. Do not use sweeping alone as it usually leaves dust on the prepared � spate; cause adhesion problems. Refw to International Concrete Rep& Institute (ICRI) Guideline Number 03732'and achieve a Concrete Surf O-profile (CSP) between Number 3 and Number 5. An acid etching, using one part mu iatic acid to fourparts water can be used ou slabs with no sealers, waxes, or other coati ngr, ' For p6ning, Increta's Bond -Grote must be'used on bigblY porous substrates For mea a cahbrated quart container capable of accurate measmt should be used: Start suring, with fora quarts of prMix, add grout and mix up to two•more quarts of preruix resin can be added to achieve the desired consistency.. - For mixing op small j s, to rs minced in a 5 gallon PO L) plastic pail" ob fncrete`s.Tex#ure- •C�re.. � ��Y:�.. • cannot be achieved by hand. A OK a .I5• -30• g9j6u (6D-120 L) piastre container: Proper m an8 vented drill with a stainless stool mining paddle fitted onto a one-lralfineh (I 3n m); hea*Y -duty. top- minimum 650 rpm, 7-ainp motor should be 9rscd. For mixing large jobs, Textuue -Crete is norrnsnYmixed in an appropriate, professional- quality, givut mixing mad -pumping machine with an output of 0.510 gallons per minute (2 -40 liters per minute) at 225 psi (1.5 Mpa), or a mortar mixer similar to that used for brick mortar. Follow manufacturer's instructions and safety re meats. , For application by trowel, trowels should be of high-grade steel, of professional quality, and'of a suitable size s Tecbnical Special provision Brick Text= SurbcmB FpDI(5):4DT500- t -5 -0I ' BRICKTF -XT RE SURFACING For application by squeegee, the squeegee should be of suitable size and P X11 help eliminate the blade of neoprene or comparable material. A flexhcad orpush pull sq eeS . "chatter" inherent when using a fixed -blade squeegee. For application bX hopper girt, the hopper gun shoWd be -of plastic, metal, or nylon and e professional quality with a holding chute and orifice of suitable size mounted on a high-grade tanktess compressor with suitable, oil -free air delivery. - e rake reader should be an epoxy or mortar For'apphcation by gauge rake spreader, the gang sP . Spreader tool. For surface fmisbing, suitable, professional- quidity tools, that would be required to obtain the . specified text= when finishing concrete flatwork, should be used, such as trowels, frames, ar gimbal -maul ted (fumy) trowels. For joint production, steel strips, hardboard,.plastic inserts, hand- jointing tools, or sawcutting equipment maybe used..' r substrate Preparation - Prior to general installation, a represe?tafiie test section must be produced as described in 12.. Jobsite Test Sections. ' Surrounding areas and adjacent stufi= should be protected from spills, tracking, and equipment ' contact. The work area should be roped off and appropriate sections close to traffic. The most common cause of topping failure is improper substrate preparation_'Ihc concrete subsWe crust be sound and nonmoving end must be prepared as recommended in Intemational Concrete Repair Institute OCR]) Guideline Number' 03732 to provide a 'Concretes S rufacc Profile (CSP) between Number 3 dnd Number 5, using equipment as descr' bed is 13. $qutpment and Materials. . absorbent substrates. Before installing, all loose Increte Systems Bond -Crete must bc.used forhrgblp d " case, oil, or other. materials, laitance, curing membranes, coatings, floor covtangs,. �, gr c o n ramm�ri ts must be completely removed using the equipment descn' bed in 13. Equipment and Materials. The cleaning method to be used depends on the condition of the substrate. Failure to remove all cq is and coatings that impede the adhesion of the primer or topping will •cause failure of the bond. Detergents, soap and water cleaning procedures► or sweeping comp`Onn s' are not tecommendcd since they leave a filir that naay eme bonding failure. During cleaning, care should betaken not to damage the appeerance-of surfaces adjacent to the'substrate. ays. S rnust be The concrete substrate mus normally,be fully cored, a Ma of nse of bond. All loose, completely clean, sound, and free of any contaminants that may ca , crumbling, spelled, broken., or otherwise unsound coucrcto.mVst be removed down to sound concrete. The concrete surface must be open and readily absorb water. The surface bf hard - troweled or burnished concrete must be roizgheied by mechanical abrasion. ASTM standards 04258 Standard . PPDF(S): 407500-1-52-01 Technical Special Proyision Brick Texture Surfacing BRICK TEXTURE SURFACING Practice for Surface Cleaning Concrete for Coating and 0 4259 Standard Practice for Abrading , Concrete should be referred to for additional subshate.surfacc p information. When the substrate is of normal porosity, the Tesxtwe -Greta topping can be applied without primEing. The cleaned concrete surface may be premoistened, then allowed to dry until it is saturated surface dry (SSD) . The surface should appear visibly darkened, but no water shuga should be present. Excess water can be removed by blotting, by use of a squeegee, by.blowing away with an air jet, or by brushing with a push broom. All puddles and any'standing water should be removed. When the substrate is highly porous, Bond -Cite must be applied to the cleaned and prepared cO a L- surface but not allowed to dry completely. Only apply Bond -Crete to an area that will be covered by Texture -Crete within one Hour. NUx Design . 'l'lie mix design will depend on which look is desired. Start with four quarts of prc lliz resin in a cleen bucket and a up to two more quarts as necessary for desired lont'istcxtcy dd MWng Weather conditions should be considered befbm mix2a& Amber and substrate surface temperatures should be 45° F or higher. If ambient tMnPMb= is expeded to drop Below 45° F (7° C) during placement br before the material will achieve final set, the Texture -Crete mast not be installed. Since the work life of the Texture -Clete material varies with tempera#m, for ease of installation the temperature of the max should be approximately 70° F (21 ° C). Mix is the shade When possible. Use cool, not hotwater for your resin mix. U=te Retarder is available as An additive to extend working -time. ` then the grout material. The dry materials Resin must be added to the miter.Or mixing container f rst, l ° must alyvays be added to tine resin mix. This prod must never be revetscd. Adding resin to the dry . materials may cause lumps, adversely meeting the properties of the mixtui When ranting in a container, the paddle should be moved up and down and around the sides of the container, but should always remambelow the surface of the mixture eo that air will not be trapped, causing bubbles in the installed Texturo -Crete topping- Install on ' Thesubstrate should be prepared and cleaned as described in �4. SuWbwePrgrw'atiorc Bond -Crete should be applied to highly porous sums: Th Texitue4>te material should be'mixed as described in 15. Mix and Design and 16. M41n& and installed using the equipment and materials' described ra 13. Equipfnent and Materials_ The work area sliould be roped off and appropriate a FPDi(S): 407500- t -52 - Tecbuical Special Provision Brick Texture Surfacing t BRICK TEXTURE SURFACING sections closed to traffic. Adjacent and surrounding siufat es should be protected The surface'should be divided into small work sections using walls, joint lines, other stationary features as natural stapping joints. As with most cemeutitious products, cracks or joints in the substrates will telegraph through the Tcxlura -Crete topping. Since the substrate and topping should move together, all working joints in the substrate must be reproduced iri the topping to reduce' cracking. Joints may be formed in the plastic topping or sawcut after the material has set Joints be full depth, placed precisely over , existing joint positions in the substrate, aid be as wide or wider than old joints. The work life, of the Texture -Crete material varies with temperature. Far ease of installation the temperature of the mix should be approximately 70° F. (21 ° Q. When the resin has been stored before use at temperatures above 70° F (21 °. C), ice in a closed contaiiier set in the bucker of resin Will help maintain the mix temperature and maximize the work life. Normally a second layer of Texture-Crete can be installed, if required, directly over the first layer within 1 day after placement, but not before the- first layer has hardened •sufflciently not to be damned. Additional layers, if desired, should be placed in the sdme manner. Most Texture-Crete projects will consist of an initial coat of Texture- Crete, applied wit$.a trowel of squeegee, to produce a finished grout line color. Stencils or tape is aptilied over this first color and a secondary Texture -Crete color is applied with a hopper and coutgressor giving a textured finish. ' 1Nhen the stencil (or tape) is removed it leaves the surface with a pattern. Additional, lightly sprayed color coats can be applied to achieve a speckled effect. The Texture =Crete material maybe retempered.Retempefing will increase the working time of the material. Any topping mixture, which has not been installed by the -end of its work life, must be. discarded. Previously mixed material should not be added to newly mixed material as this may reduce woddng tame. For hopper -gun applications, presabumle, prime, or bond -coat the concrete surface. Adjust the. hopper-gun orifice to produce' the spray pattern desired. wink Teac e topping material in a -suitable-sized batch and transfer the mixed material to the hopper -gum. Spray the material on cardboard or paper while malting adjustments to the hopper gun or air delivery. Spray the mixed topping evenly over the surface, and allow it to start setting, trowel as desired. For these knockdown applications, use. a larger on fice size and spray apply the Texture -Crete material in globs, then trowel to provide the finish as desired. Clean tart hopper gun frequently and thoroughly to avoid buildup of fhe Texture -Crete material. Hot Weather Installation The Texblre -Crete materials should be stored before use in a climate controlled area, if possible, or Technical Special Provision Brick Texture Stu•Facing FPDI(S): 407500- 1 -52 -01 a BRICK TEXTURE SURFACING in the shade. When the Increte Resin has been stored before use at temperaivres above 70° F (21 ° C), the use of cold water will help maintain the mix temperature and vaaxm ize the work life. Hot weather installation procedures should follow those described in 17. Installation with the addition of those listed below. The concrete substrate should be prepared and cleaned as described in 14. Substrate Preparation, then premoistened for several hours and allowed to become saturated surface dry (SSD). _ Cool *the mixing equipment; ifpossible, with waxer cooled with ice. Drain the excess water prior to mixing the.&st batch ofTwdti -Cretematerial - When mixin8 use cool water, or coil the hose in an ice-packed barrel to cool the water and aid i:n maintaining the mix tamperahgz. Bagged or contained ice can be dropped into 'the resin to keep the material cool. Increte Retarder can also be used to attend working time. Texture -Crete gaMS strength mort'rapidlythan concrete. The area. can be opened to traffic when it reaches sufficient strength not to be damaged. A minimum of 24 hours for foot traffic and 72 hots for vehicular traffic: Duringv&ing, Protect the surface froth damage by other trades. Sealing and Coating Prior to sealing; the surface should be lightly scraped using a floor sir to remove any loose burrs left aver knocking the surface down. with the trowel. Using a stiff broom, agitate the surface to loosen any smaller particles. Blow the entire surface clean with an electric, high - volume leaf (landscape) Blower. Do this twice to ensure all loose material has bleu removed prior to sealing. Seal the surface after a sufficient curing period (non6o ally one or two days after placement). ' lncrete Systems Clear Seal, either water or solvent bastd should be - applied in two coats, letting the first coat dry before applying the second. Wbilc the•sealer can bvsprayed, the preferred method is ' ' rolling the material on using it solvent resistant roller cover. Applying the sealer in a crosshatch ' pattern will avoid roller marks and prevent puddling of the sealer. FloorlSsrdscage Maintenance. , Sealed Texture -Crete should be maintained by sweepingorhosing Spills should be cleaned upwhen they occur. Heavily soled areas may be wet - cleaned by mopping, scrubbing, or hosing. Sealed Texture -Crete hardscapes can be cleaned using a high-pressure water washer. •lncrete Systems Clear.Seal provides a durable finish- Reseal as nedessary. Patching . Damaged areas in new or old TeAm-,Crefe should be patched using the same material and methods. . The cause of the deterioration should be deternciined'and corrected before patching so that the need for repairs will not occur. A cavity should be cut, chipped or routed out of the topping to 'minimum? depth equal to the minim thickness of the product being used. IN: cavity may cover a large area 10• FPDI {S):407500 Techracal Special Provision Brick Tcxtm Surfacing 1 -52 -01 BRICK TEXTURE SURFACING or may be a hole or a slot cut out to follow the line of the crack. To reduce cracking in the patch, the depth of the cavity should be reasonably uniform. The sides should never be featheredged.. All dust and other contaminants should be removed from the cavity so that it is completely clean. Texture -Crete should be used to fill the cavity £ollowirug the procedures tescribed 1S u bst rate Preparation, 15, M'fxD.esign, 16.Mbdng I I. Installation. lfpracticaI, mix proportions pa procedures should be tested before patching the TwEtumGrete topping. The patch should be sealed with.Increte Systems Clear Sealer as descr in 19. Sealing and Coating. To blend the appearance of the patch more closelywith that ofthe surrounding topping, the entire area may be cleaned and re-sealed. Wa - nintp.Summary INCO CFIR&CAL SUPPLY CO.I INCRETE SYSIMa, INC. warrants that INCO CHEWCAL! 3NCRET£ products are manufactured with the highest quality material and under 'strictest , mnl ols, and shall be from defects in material and workmanship at the time of its production. 'Iles warranty shall remain in effect for a period cif one year from the time of its application. Remedy under warranty shall be limited to the replace3hent of INCO CHEMICALS/ INCRETE produFt quantity sufficient for reapplication to the areas affe"ct&d not - exceeding the amount originally used on said areas. ' Detexmination of the product failure shall be solely the right of INCO CHM&CAL CO.I INCRM - SYSTEMS, INC. who may mq#c prootof product used, quarztity used, and time ofapplication; as well as analysis of product and substrate samples by an independent testing laboratory of INCUsl INCR M's choice. Other, x6ore inclusive warranties may be used on a job. basis (contact I NCO CHEMCAAL! INCRETE SYSTEMS prior to the commencement of job) and may require examination prior io the application and the strict adherence to any specific specifications which may tie required by lNCO CBEYUCA•LI INCRETE SYSTEMS for the project in question- . This warranty does not apply, and INCO/ INCRETE makes no warranty or guarantee and d disclaims all.liability, where product failure results from, surface condition, surface composition including any additives, sealers, or other materials, expansion joints, structural cracks or defects, faulty design, construction misuse of the surface to which the product is; applied, settlement or expansion of said structure, fire or other casualty, Physical damage or any other force, h1 luenct;'element or matter casually connected to other than an act or omission of INCO CHEMICAL CoI INCKL over which INCOI INCRETE had control. No other warranties or gpmantees are expressed or implied. Should this product prove defective, the rein expressly under no circumstances shall sole remedy shall be replacement as is �uv INCO CHEWCAL Ct)! ]NCRETE SYSTEMS, INC_,be liable, for loss or -damage; direct or consequential; arising out of the use of ability to use this product. xi FPDI(S}: x07500- 1 -SZ -0I Tachnieal Special Provision Brick Texture Surfacing BRICK TEXTURE SURFACING AvaHafiMty Tncrdc Systems Texture -Crete is marketed nationwide and internationally thrhugh a wmidwide network of Incretc Systems Ced Installers or Authorized Distributors through infonfo the world. Contact Increte Systems Inc. directly at 813-886-S81 1 or 800'7524626 for further rmation. END OF TECMKCA , SPECIAL PROVISION • li ' . FPI?I(S): 40500- 1 -52 -01 Tcchnical Special Provision Brick Texture Surfacing eci I FIRST AMENDMENT TO TERM CONTRACT FOR ROADWAY MARKINGS, STRIPING, AND BRICK TEXTURE SURFACING FOR TRAFFIC ENGINEERING (IFB 600325- 08 /GMG) THIS FIRST AMENDMENT is made and entered int6 this cZd day of 20'a and is to that certain Agreement made and entere into on the 12 day of August, 2008, between FAUSNIG33T STRIPE AND LINE, INC., whose address is 910 Charles Street, Longwood, Florida 32750, hereinafter referred to as "CONTRACTOR," and SEbE=LE COUNTY, a political subdivision of the State of Florida, whose address is ST;iIop County Services Building, 1101 East First Street, Sanford,grida Cn 32771, hereinafter referred to as "COUNTY ". WITNESS E T Hz ,✓� Cj WHEREAS, CONTRACTOR and COUNTY entered into the above- re£eren d Agreement on August 12, 2008, for roadways markings, striping, and brick texture surfacing services for Tr Engineering; and WMEREAS, the parties desire t6-amend the Agreement so as to enable both parties to continue to enjoy the mutual benefits it provides; and WHEREAS, Section 21 of the Agreement provides that any amendments shall be valid only when expressed in writing and duly signed by the parties, NOW, THEREFORE, in consideration of the mutual understandings and agreements contained herein, the parties agree to amend the Agreement as follows: 1. Exhibit " A " of the Agreement is deleted and replaced by the new Exhibit "A," attached hereto. 2. Except as herein modified, all terms and conditions of the Agreement shall remain in full force and effect for the term of the Agreement, as originally set forth in said Agreement. "rte l� CER11FtED Copp MARYANNE MORSE CLERK OF CIRCUIT COURT Roadway Markings, Striping, and Brick 'Texture Surfacing S I OLE UN ORI IFB- 600325- 08 /GMG BY Page 1 of 2 D U?Y CL K IN WITNESS WHEREOF, the parties hereto have executed this instrument for the purpose herein expressed. ATTEST: FAUSNIGHT STRIPE AND LINE, INC. MCC . By: Secretary PHILLIP J. FAUSkIGkT, President (CORPORATE SEAL) Date: 8 1f`0 "7 SEMINOLE JTUNTY, FLORIDA By: BETSY COH r asing Supervisor Date: As authorized by Section 8.153, Seminole County Administrative Code. For the use and reliance of Seminole County only. Approv as to form and leg fficiency. w County Attorney AEC /sjs 7/31/09 F:lvsersNWga1 Secretary CSSWUrchasing 2009 Utgresamts\ZFl- 600325 -06 1st Awd.doc Roadway Markings, Striping, and Brick Texture Surfacing IFB- 600325- 08 /GMG Page 2 of 2 EXHIBIT A SUBMIT BID T0: INVITATION FOR Seminole County BID* 1101 E. 1st Stre-K Room 3208 Sanford, Florida 32771 and PURCHASING AND CONTRACTS DIVISION Bidder Acknowledgment contact Gloria M. Garcia, CPPB IFB- 600325 -08 /GMG Senor Procurement Analyst 407- 665 -7123 - Phone 407 -WS -7858 - Fax Term Contract for Roadway ggarcia@serninolecounty l.gov Markings, Striping and Brick Texture Surfacing for Traffic Engineering of Public Opening: Location Bid Due Date: June 25, 2008 Bid Due Tim: 2:00 P.M. County Services Building, Room #3208 1101 E- 1 st Street, Sanford, Florida 32771 Bidder Name: Fausnight Stripe & Line, Inc. Federal Employer ID Number or SS Number. 59 2556096 If ratuming as a "No Submit&% state reason Maigng Address: Cif so, return only this page): 910 Charles City State Zip: Longwood, FL 32750 Type or Enriry: lci►de onej V ParMership Authod=d.Signa Manuan .rant ver�t►tte Inca in the State of Florida Telephone Number. 407 -261 -5446 T Name: Phillip J. Fausnight Toll Free Teie hone Number: M Me: President Fax Number. 407- 261 -5449 pie; 6!24/2008 THIS FORM MUST BE COMPLETED AND RETURNED WITH YOUR BID The Applicant is expected to completely analyze the information contained in this Invitation for Bid as guidance for the preparation of the submittal. The Applicant's submittal shall be sufficiently specific, detailed, and complete to clearly and fully demonstrate the Applicant's understanding of the proposed work requirements. 0"00325-08 /GMG — Term Contract for Roadway Markings, Striping and Brick Texture Surfacing Price Schedule PROJECT: Term Contract for Roadway Markings, Striping and Brick Texture Surfacing for Traffic Engineering - I1713- 600325 -081GMG Name of Bidder: Fau snight Stripe & Line, Inc. Mailing Address: 910 Charles St. Street Address: City /Stateop: Longwood, FL 32750 Phone Number. a( Q7) 261 -5446 FAX Number. (40?) 261 -5448 Pursuant to and in compliance with the invitation for Bid, Instructions to Bidders, and the other documents relating thereto, the undersigned Bidder, having familiarized himself with the terms of the Contract Documents, local conditions affecting the performance of the Work, and the cost of the Work at the places where the Work is to be done, hereby proposes and agrees to deliver materials/services In a workmanlike manner and in strict conformity with Contract Documents, including Addenda Nos. 1 through 3 on file at the Purchasing and Contracts Division for the amount hereinafter set forth. The undersigned, as Bidder, declares that the only persons or parties Interested In this bid as principals are those named herein; that this bid Is made without collusion with any person, firm or corporation; and he proposes and agrees, If the bid is accepted, that he/she will execute an Agreement with the COUNTY In the form set forth In the Contract Documents; that he/she will furnish the Insurance Certificates. GROUP 1 (A) - THERMO PLASTIC MATERIAL: $ 105,510.00 GROUP 1 (B) - PAINT: - $ 29,014.00 GROUP I (C) - COLD PLASTICS: $ Group Deleted Per Addendum #3 GROUP 11 - MISCELLANEOUS: $ TOTAL AMOUNT OF BID: Phillip J. Fausnight $ 332 _ V � Numbers (Printed name of person signing FORM) President (Title of person signing FORM) IFB- 600325- OB /GMG — Tem Contract for Roadway Markings, Striping aad Brick Texture Surfacing Addendum #3 - 6111/2008 - Puce Schedule 1 -3 GROUP I : STRIPES — SYMBOLS - MESSAGES: A. ' THERMO PLASTIC MATERIAL ITEM DESCRIPTION: UNITS ESTIMATED QUANTITY UNIT PRICE EXTENDED PRICE 1 6" White Stripe If 70,000 $ 0.45 $ 31,500.00 2 6" Yellow Stripe if 40,ODO $ 0.53 $ 21,200.00 3 8" White Stripe If 2,000 $ 0.75 $ 1,500.00 4 12" Whtte-Stripe if 2,000 $ 1.50 $ 3,000.00 5 18" Yellow Stripe If 7,000 $ 120 $ 8,400.00 6 18" White Stripe If 1,000 $ 120 $ 1,200.00 7 24" White Stripe If 9,000 $ 1.32 $ 11,880.00 8 No Parking or Standing Fire Lane ",18" Height ea 10 $ 65.00 $ 650.00 Single Arrow sa 35O $ 33.00 $ 11,550.00 E Symbol- lo An-ow Symbol-Combinathn ea 50 $ 33.50 $ 1,675.00 11 Symbol Handicap ea 10 $ 30.00 $ 300.00 12 Message, Misc., 4 to 6 Letters ea 5 $ 45.00 $ 22500 r Message- Railroad Crossln ea 33 $ 35.00 $ 1,155.00 Message- �School ea 80 $ 100.00 $ 8,000.00 Message -Only ea 40 $ 30.00 $ 1,200100 16 Message -Merge ea 15 $ 25.00 $ 375.00 17 Message -Stop ea 10 $ 25.00 $ 250.00 18 Message-Nield ea 50 $ 25.00 $ 1,250.00 19 Symbol - Yield ea 50 $ 4.00 $ 200.00 SUBTOTAL FOR GROUP 1 (A) $ 105,510.00 IFB- 600325 -08 1GMG - Roadway Markings, Striping and Brick TeAure Surfacing Addendum 03 - 611 1/2008 - Price Schedule 2-3 GROUP 1 : STRIPES - SYMBOLS - MESSAGES: B. PAINT ITEM DESCRIPTION: UNITS ESTIMATED QUANTITY UNIT PRICE DED PRICE PAINT 1 6" White Stripe i{ 70,000 $ 0.15 10,500.00 6" Yellow Stripe :if: 40,000 o.1s 3,400.00 2 8" White Strips If 2,000 $ 0.46 [EXTE1 320.00 3 12" White Stripe if 2,000 0.30 600.00 . 4 18" Yellow Stripe If 7,000 $ 0.14 980.00 5 1 8° White Stripe 1,000 o. t5 150.00 6 7 24" White Stripe if 9,000 025 2.250.00 No Parking or Standing Fire Lane" 18" Height Symbol- SIngie Arrow ea ea 10 350 $ $ 10.00 15.00 $ � 100.00 5,250.00 8 9 Symbol- Canbinaton Arrow Symbol Handicap ea ea 50 10 $ $ 16.00 10.00 $ $ 800.00 100.00 10 11 Message, Misc., 4 to 6 Letters Message - Railroad Grossing Message-School ea ea ea 5 33 80 $ $ $ 20.00 8.00 6.00 $ $ $ 100.00 264.00 480.00 12 13 14 Message-Oniy ea 40 $ E.EB $ 320.00 15. 16 e-Me e ' Messag rg e a 15* $ o $ 90.00 17 Message -Stop ea 10 $ 3.00 $ 30.00 18 19 Message -Yield Symbol - Yield ea 50 $ 4.00 ea �W 1.00 SUBTOTAL FOR GROUP 1 (B )' $ $ $ 200.00 50.00 29,014.00 IFB- 600325- o8IGMG - Roadway Markings, Striping and Brick Texture Surfacing GROUP 11- MISCELLANEOUS IFB- 600325 -WGMG - Roadway Markings, Striping and Brick Texture Surfacing ESTIMATED ITEM DESCRIPTION UNITS QUANTITY UNIT PRICE EXTENDED PRICE 1 Lay -Out for Stripes If 60,000 $ 0.13 $ 7,800.00 2 Lay -out Symbol ea 50 $ 12.00 $ 600.00 3 Lay -W Message ea 20 $ 32.00 $ 640.00 4 Clearing Dirt/Grass If 35,000 $ 0.01 $ 350.00 from Ed eline 5 Removal of Existing sf 2,000 $ 2.60 $ 5,200.00 Markings 6 4" Temporary Tape If 10,000 $ 0.02 $ 200.00 7 Remove RPM's ea 5,000 $ 0.01 $ 50.00 8 Fumish/instali RPM's ea 8,000 $ 3.10 $ 24,800.00 Class B (FDOT 706 9 Rumble Strips, 0.5" $ $ Thickness, ea 2,000 0.60 1,200.00 2 Width 10 6" 3M Series 380WR ES $ $ Wet - Reflective Tape - Lf 24,000 2.335 56,040.00 White 11 6" 3M Series 380WR ES $ $ Wet-Reflective Tape - Lf 24,000 2.335 56,040.00 Yellow 12 Red Preformed $ $ Thermoplastic Sq ft 1,250 36.00 45,000.00 Detectable Warnings with Truncated Domes 13 Installation of Surface Lf $ 95.00 $ 95.00 applied Armor -tile 14 Delivery of Cast in place Lf $ 50A0 $ 50.00 15 Brick Texture Surfacing Sy $ 95.00 $ 95.00 16 Foil-Back Temp Tape R oil $ 100.00 $ 100.00 SUBTOTAL FOR GROUP 11 198,260.00 IFB- 600325 -WGMG - Roadway Markings, Striping and Brick Texture Surfacing F a ht PSI LUI WE I �. 910 Charles Street Longwood,FL 32750 (407) 261 -5446 Fax (407) 261 -5449 PROPOSAL RHONE FAX Page 1 of 1 DATE 07 /16/09 PROPOSAL # 09 -0509 JOB NAME/LOCATION Foil -Back Temp Tape Direct Prchase f0 Seminole County Public Works Att ention: e hereby su item Harry Raysin itimates far: Description 102 -911 -2 6" Foil -Back Tem Tape (Per Roll) C C�19 0 [.� 6°x) 3 010 1.f &ow Quantity eU_/M Unit Price Amount -RL $ 100.00 R1. We Propose hereby to furnish material and labor - complete In accordance with above specifications, for the rim ok dollars $ - Payment to be made as follows: Net 30 Days Pending Credit Approval Visa/MC Accepted M wmgft b puaaM W b ba as apaelibd N work to be h a workrt a rrrrxrr aocad wv to stanftdvackft My abrawn or deviation km abwa spadtto Im" hvdvt war& ants Authorized • r and aoove to estiaate. Signature wiN bs anearbd o. gpon wrtden orders. and wit beoarrw an wma orwrye on g M a avw W*u, wck*gaor dsbya brmW our wr" owns w c&rryfirs wr- Note: This proposal may be withdrawn „ ate avi OW raotas k"WOa. our wortmrs am u,ay rmed by worVMW& carpwtwion insumm by us If not accep within 90 days. Acceptance of Proposal The above prices. specifications and condrdone are satisfactory and hereby acc Wed. You are authuted to do fm work as specified. Payment wiN be made as outlined above. Date of Acceptance Signature Fft 0"Sw toa-s&*T" -s C-My-xh Description of Services The Contractor will be responsible for furnishing roadway markings, striping and brick texture surfacing for Seminole County. Traffic Engineering Division. The orders will be placed on an as needed basis in accordance to the terms and conditions of the Contract Documents. AUXILIARY LANES AND STRIPING SPECIFICATIONS A. COMPLIANCE TO SPECIFICATIONS 1. All markings are to conform to the most current Seminole County Standards and issue of "Florida Department of Transportation Standard Specifications for Road and Bridge Construction" along with the most current issue of "Florida's Roadway and Traffic Design Standards Handbook ". In addition, this document conforms to a Policy of Geometric Design of Highways and Streets 1984 (A.A.S.H.T.O.) Standards, the "Manual of Uniform Minimum Standards for Design, Construction and Maintenance ", and 'The Planning Guidelines for Transportation ". 2. All traffic control signs and striping 'must be illustrated and located on final engineering plans on one (1) sheet in accordance with Seminole County Code, Chapter 250.23 which incorporates the MUTCD and the Seminole county Traffic Standards, 3. When a transition is striped through a curve, a staridard 6710' skip cycle will be required. 4. Three (3) week "cure time" on asphalt required prior to final markings installation. Exceptions will require prior approval from Seminole County Traffic Engineer or designee. 5. No markings are to be installed prior to field approval of layout lines by Seminole County Traffic Engineer or designee. IFB- 600325- 08 /GMG — Term Contract for Roadway Markings, Striping and Brick Texture Surfacing 6. Centerline and edge line to extend fifteen feet (15') beyond transition point downstream and fifteen feet (15`) prior to transition point upstream. 7. Hash mark spacing to be thirty feet (30') from center to center unless otherwise specified. 8. Arrow spacing to conform to Roadway and Traffic Design Standard Index No. 17346 drawing 2 of 8 (with each additional 75' of turn lane add one arrow). 9. Changes in existing markings in some cases will also be required as per Seminole County Traffic Engineer or designee. 10. During all construction and Installation of markings the work zone shall be signed in accordance with the "Manual Uniform Traffic Control Devices Chapter VI ". 11. When a lane closure is permitted, with prior consent of Seminole County Traffic Engineer or designee, on a road with a classification of minor collector or above, hours of operation will be limited to between 9:00 a.m.. and 4:00 p.m. 12. It is the responsibility of the Contractor to clear debris, dirt, grass, etc. from the edge line prior to edge line markings installation. 13. Temporary Tape shall be installed per Seminole County standards. 14. Certification of Tests: The producer of the .compound described in this Section shall fumish upon request to the Department three (3) copies of certified test reports showing results of all tests specified herein, and shall certify that the material meets all requirements of this Section. Final acceptance, however, will be based on test results of samples obtained after delivery of the compound. B. REFLECTIVE PAVEMENT MARKERS: DESCRIPTION - The work specified in this Section consists of furnishing and installing reflectorized pavement markers and removing pavement markers at locations designated in the plans or by work order request. The work shall be done in accordance with these specifications and the details shown in the plans or work order request. TYPE - The markers shall be STIMSONITE 911E of the following type (only): 1. Amber bi- directional reflective face 2. Amber mono- directional reflective face 3. Red/Colorless bi- directional reflective face 4. Colorless mono - directional reflective face 5. Blue reflective face Manufacturers' specifications apply. ADHESIVE - Seminole County requires Method 3. 1. Bituminous (as pre - section 706 -2.4.2 of the FDOT Standard Specifications for Road and Bridge Construction 2000 or latest revision. 2. Epoxy Resin (2.part mixture) manufacturers specifications apply. 3. Thermoplastic using the puddle method for RPM installation with 'like color thermoplastic. Method 1 and 2 may be used with prior approval by Traffic Engineer or designee. 1pB_600325-08/ GMG — Term. Contract for Roadway Marldngs, Striping and Brick Texture Surfacing C. PROJEC MATERIAL AND WORKMANSHIP Temporary Striping - All striping shall be in paint or Temporary Tape of acceptable quality. The temporary striping shall be installed in accordance with the latest Federal, State and County standards in compliance with the requirements of the MUTCD, latest edition, the Florida Department of Transportation Standard Specification, the latest edition, and Seminole County Standards. Permanent Striping - All permanent striping, material shall be painted, thermoplastic, or cold plastic, as specified in the purchase order. The material used shall meet the latest Federal, State and Seminole County standards as specified in this contract. All work shall be performed in accordance with the requirements of the MUTCD, latest edition, the Florida Department of Transportation standards, latest edition, and Seminole County Standards. It is anticipated that thermoplastic will be used approximately 75% of the time. Paint will be used approximately 20% of the time and Cold Plastic approximately 5% of the time. New Pavement Striping - The permanent striping shall be installed after the cure time for the particular type of pavement material, not to exceed thirty (30) days after the construction of the pavement. The contractor shall begin installation of the permanent striping within five (5) working days and completed installation within thirty (30) days after the specified cure time. Maintenance of existing striping - The contractor must begin work within five (5) working days and shall complete all work within the thirty (30) days from the date of the purchase order. Emergency Striping - Contractor shall respond to request for emergency services within eight (8) hours and complete work within twenty -four (24) hours of the notification. Emergency conditions include, but not limited to, the following conditions: a) Temporary Striping using paint on new pavement material. b) School Zones in thermoplastic. G) No Passing Zones in paint or thermoplastic d) Stop bars in paint, thermoplastic, or cold plastic. e) Crosswalks in paint or thermoplastic. f) Pavement in symbol or messages paint or thermoplastic.' For protection of the motoring public, Contractor shall immediately notify the County Traffic Engineer or designee of any delays, followed by a written notification of the delay and cause(s) of delay, with a copy to the Purchasing and Contracts Division. County reserves the right to cancel the order to pursue an altemative method of implementation if needed. Under non - emergency conditions, additional work days may be authorized by the County due to unforeseen delays, for circumstances beyond Contractor's control, including but not restricted to, acts of God or negligence of any other Contractor. IFB- 600325 -08/ GMG — Term Contract for Roadway Markings, Striping and Brick Texture Surfacing D. BRICK TEXTURE SURFACING — INCRETE SYSTEMS Description: A colored two - component, cementations topping designed for resurfacing and texturing concrete floors or hard capes. Specifications are included as part of the IFB documents. E. INSTALLATION OF SURFACE APPLIED ARMOR -TILE - Features: cost effective for retrofitting or new construction complete system supplied; tile, adhesive, fasteners, sealant beveled edges for smooth transition meeting ADA requirements light weight and easy to handle easily cut to conform to angled and radius ramps sizes available; 12 "x12 ", 24x24 ", 24 "x36 ", 24 "x48 ", 24 "40% 36"x48 ", 36 "x60" nine (9) standard colors available with Federal Color identification advanced warning strip - 3" x 48 ", used to create a color contrast around perimeter F. DELIVERY OF CAST IN PLACE - Features: certified to meet ADA and State requirements Integral embedment flanges are the complete anchoring system sustains dynamic vehicle loading, AASHTO HS20 -44 wheel load test easily cut to conform to angled and radius ramps • sizes available; 12"x12 ", 24"x24 ", 24 "x36 ", 24 "x48 ", 24 "x60", 36"x48 ", 36 "x60" nine (9) standard colors available with Federal Color identification advanced warning strip - 3' x 48% used to create a color contrast around perimeter G. 3M SERIES 820 WET- REFLECTIVE TAPE: - Surfaces shall be prepared as follows: An area dry and dean of any loose debris When the surface is not conducive for installation of the Wet - Reflective Tape, Contractor shall notify Traffic Engineering Division for approval of grinding (or other measures) when deemed necessary to insure proper adhesion. H. RED PREFORMED THERMOPLASTIC DETECTABLE WARNINGS WITH TRUNCATED DOMES IN COMPLIANCE WITH LATEST ADAAG REQUIREEMISITS FOR DETECTABLE WARNINGS ON HANDICAPPED RAMPS - : - Surfaces shall be prepared as follows: • Prepared with a broom finish When the surface is not conducive for installation of the Detectable Warning, Contractor shall notify Traffic Engineering Division for approval of grinding as needed to insure proper adhesion. • No curing compound shall be on the surface Cured for thirty (30) days IFB - 000325- 08 /GMG — Term Contract for Roadway Markings, Striping and Brick Texture Surfacing TECHNICAL SPECIAL. SPECIFICATIONS FOR BRICK TEXTURE SURFACING SEMINOLE COUNTY, FLORIDA BOARD OF COUNTY COMMISSIONERS BRICK TEXTURE SURVACI'NG INCRETE SYSTEMS. INC. TEXTURE -CRETE Description A colored two- component, cementitious topping designed for resurfacing and texturing concrete floors or hardscapes. Increte Systems Texture -Crete effectively performs at depths from featheredge to one - quarter inch. It can be used at greater depths' where, necessary in _" lifts. It achieves a compressive strength of approximately 6000 p.s.i. or greater in 28 days, allowing heavier loads without damage. In addition to stenciling, Texture -Crete is suitable for many other applications such as renovating scaled concrete, resurfacing to add a trowel or float finish and adding color or texture to existing flatwork. Increte Systems Texture -Crete offers many advantages compared to most topping materials, including higher strength, excellent moisture and freeze/thaw resistance, and an attractive color- range. Advanced polymer technology provides excellent adhesion, durability, and a surface strength . twice that of normpi concrete. 'Additional benefits as compared to concrete include a significant • reduction in brittleness, an increase in flexural strength, and excellent moisture resistance. Once sealed, the surface is rendered nonporous, providing superior stain resistance and easy maintenance. Texture -Crete is easy to mix qnd economical to install. Simply mix the powdered grout to the liquid • resin vpd spray or trowel down. . When the concrete substrate is highly porous, Increte Systems Bond -Crete must be applied prior to installing to seal the surface and promote adhesion. Texture -Crete is suitable for bath vertical and horizontal surfaces. For an easy -to- maintain, stain - resistant surface, Texture -Crete must be sealed and periodically maintained with Inerete Systems Clear Seal available, in -either water or solvent based formulas. Limitations Texture -Crete is designed for use over nonmovin& structurally soi14 properly prepared concrete surfaces. Not all substrates are suitable for the installation of Texture - Crete, including concrete that is not fully cured, most lightweight concrete, and gypsum -based products of any type. Texture -Crete must not be used in. arm subject to hydrostatic pressure, active water leaks or' continuous water immersion- Without specific prior testing, Texture Crete must not be installed in areas subject to harsh chemicals. As with most cemcntitious products, cracks, or joints in the substance will telegraph through the Texture -Crete topping - The existing substrate joints must be extended up through the full depth of the topping by sawcutting, tooling, or forming. 2 FPDI S : 407500- 1 -52 -01 • Technical Spexial Provision Back Texture Surfacing � 7 BRICK TEXTURE SURFACING For areas where depths exceeding %" are required, Texture -Crete may be placed in Iayers. The previous Texture - Crete' layer must be allowed to harden before the placement of the next layer, a minimum of 48 hours to allow for sufficient curing. Badly scarred substrates should be leveled with a "scratch coat"-or "slung coat" that has enough depth, so that damaged areas such as cracks, scratches, and trench -cut patches da not telegraph through the topping. The volume of resin added to the grout can be varied providing . a variety of finished looks. For proper appearance, mixing must be uniform, thorough, and consistent throughout the project. Proper mixing cannot be achieved by hand; a paddle mixer attached to a heavy -duty drill must be used. Texture -Crete installations must take place when the ambient and substrate surface temperature are 50° For higher. Optithum temperature for installation is approximately 70° k2lo Q. If ambient temperature is expected to drop below 50° F. (7° C) during placement or until EL mmirn of 48 hours after placement, Texture -Crete must not be installed. When possible, installation should take place during the coolest part of the day. For adequate work time andproper curing, installations in direct sunlight or during hot, dry conditions should be avoided. The relative humidity should be at least 50 0 /6 and preferably higher during installation of Texture -Crete. Generally, the early mo rning is better suited to successful Texture -Crete installation than during the midday heat or in the hot afternoon. - Applicable Standards Professional standards and practices, including those' publislied by American Concrete Institute (ACI), the International Concrete Repair institute (iCRI), and the Portland Cemtnt association (PCA) should be followed. Composition and Materials Incretds Texture -Crete is a system of complex, precisely'engineered, polymer. - modified cementitious formulations produced by a proprietary manufacturing and intergrinding process. It is a two - component topping material containing no calcium chloride. Texture -Crete is formulated only with components which are environmentally safe and do not emit hazardous fumes as formaldehyde or ammonia. Inerete Systems Texture -Crete will not cause or contribute to Sick Building Syndrome. Colors Texture -Crete is available in 30 standard colors. Custom colors are available for any unique or specific need. Lighter Texture =Crete colors are usually chosen for chemical staining: The Texture -Crete topping may be stained after it is sufficiently cured to walk on, approximately 1 - 3 days after installation. Technical Special Provision Brick Texture Surfacing FPDI(S): 407500-1-52-01 BRICK TEXTURI& SURFACING Application of a chemical stain will highlight imperfections in the topping surface. A jobsite test sectign must be prepared to verify and approve the Stain -Crete application. Technical Data Compressive strength and tensile strength of lncrete's Texture -Crete is given in the table below. All values are typical of those obtained vrten tested in 2 -inch cubes by the method described in ASTM C109. COMPRESSIVE S (GTE[ RESULTS I Day ' 3900 psi 3 d Ays 6100 psi 7 days _ 7010 psi ' ' 28 days 7880 ps Tensile Strength 1 day 230 psi 3 days 470 psi 7 days 890 28 da 890 sr Sizes b=-ete Grout is available in 501b. Bags. lucrete Resin is available in 1 gal, 5gal, and 55pa containers and is sold as a concentrate - it is mixed 50 0 /9-50 0 /9 with cool water. Shelf Life Under normal conditions and when kept out of direct sunlight, dry, and moisture ftee the shelf life of the lncrete products is at least six months from the date of purchase. Storage should be under roof and off the floor. Inventory should be rotated. Coverage The amount of product required will vary depending on depth' of installation, 'substrate surface profile and texture, preparation procedures, specified-surface finish, and other conditions. When troweling, one 501b. Bag of Increte Grout will yield approxim9tely 50 square feet at 1/8" or 100 square feet at 1/16". When spraying, product will yield approximately 100-125 square feet Clear: Seal will yield approximately 200 square feet per gallon. Four to six quarts of premix resin will be required for each bag of grout. Tecbnical Special Provision Brick ?ex twe Surf:ciag 4 FPDI(S). 407500- 1 -52 -01 BRICK TEXTURE SURFACING Cautions WARNING! HARMFUL IF INHALED. HU TTATING TO EYES AND SKIN. MAY CAUSE DELAYED 1UNG INJURY (SILICOSIS). DO NOT TAKE.INTERNA11Y. KEEP OUT OF REACH OF CHilDREN. CONTAINS CEMENT AND SILICA (QUARTZ). Cancer hazard. Contains Silica , (Quartz) which can cause cancer. (Risk of cancer on duration and level of exposure.) Use only with adequate ventilation. Do not breathe dust. Wet cement may cause alkali burns. Avoid contact with eyes, skin, and clothing. Wear dust (particulate) respiiator' (NIOSH TC - 84A approved), safety Bowes, and gloves. First Aid: Eyes -DO NOT RUB EYES. Immediately flush thoroughly with water. Skin -Wash thoroughlywith soap and water. Remove i6iled clothing and ash before reuse. Inhalation -If inhaled, or if difficulty in breathing is experienced, move to fresh air. If symptoms persist or develop, or if ingested, get medical attention. Wash thoroughly immediately after handling. Store in a cool, dry, weII- ventilated area, in unopened original packaging or in tightly closed labeled containers. Avoid generating dust during recovety or disposal- Disposal of all residual or recovered product must be in accordance with applicable federal, state, and Imal regulations. Before using or handling, read the Material SafetyData Sheet and Warranty. FOR PROFESSIONAL USE ONLY. Textures and Slip Resistance Texture -Crete creates a textured; slip resistant surface. When a flat interior floor is required, extra precautions should be taken to ensure that the surface is uniformly troweled so that it will not be slippery. Increte's Shur�Grrip (a non -slip additive) can be added to the finalcoat• of Clear Seal for an extra non-slip surface. For safety considerations, representative jobsite samples must be produced prior to the Texture -Crete application. The entire surface of the sample should be inspected to verify and approve the adequacy of wet and dry slip resistance. Jobsite Test Sections proper installation and texturing of cement -based toppings requires skill and practice. Preparation procedures, ambient and substrate temperatures, primer application (when used), mixing, installation, finishing and cuivig techniques, experience in use of the material, and other factors will each affect the perforumt;e of the Texture -Crete topping. Using a section of the actual jobsite substrate, a representative test section must be installed to verify and approve the suitability of the product for its intended purpose. The test si:ction should be*of adequate size and configuration to be representative. It Should be pu oduoed by the same workers who will apply the Texture -Crete material, under the same expected mmbient• conditions, using the planned surface preparation proceduzres, primer usage and mixing, installation, finishing, and curing techniques. 5 Technical Special Provision Brick Texture Surfaciag FPDI(S): 4075W-I -52 -01 BRICK TEXTURE'SURFACING For safety reasons, the entire surface of the j obsite sample should be inspected to verify and approve the adequacy of wet and dry slip resistance. Egnipment'and Materials When using equipment and materials during preparation and installation, 'suitable protective gear should be worn and government regulations, manufacture's instructions, and all applicable safety requirements Should be followed. Proper surface preparation is essential for successful topping installation. Normally, Texture -Crete is applied by sprayer, hopper gun, squeegee, or trowel, then finished with the desired texture or surface finish. For substrate preparation, use wire bruushing, grinding, scarifying, shotblasting, sandblasting, oz -similar processes to remove laitance, curing compounds,'coatings, and other contaminants and to roughen the concrete surface adequately. After roughening, sweep *up debris and follow with a thorough' cleaning using a high - pressure water washer to remove all loose particles from the substrate. Do not use sweeping alone i s it usually leaves dust on the prepared substrate, which can cause adhesion problems. Refer to International Concrete Repait Institute (ICRI) Guideline Number 03732' achieve a Concrete SurfaceTrofile (CSP) between Number 3 and Number 5. An acid etching, using one part muriatic acid to fourparts water can be used on slabs with no sealers, waxes., or other coatings. For printing, Incretes Bond -Crete must be used on highly porous substrates. For measuring, a calibrated quart container capable of accurate meaiurement should be used: Start with four quarts of premix, add grout and mix up to two-more quarts of premix resin can be added to achieve the desired consistency.. For mixing on small jobs, Iacrete's.Texture -Crete is normally mixed mi a Sgallon (20 L) plastic pail' or a 15 -30. gallon_ (6¢120 L) plastic container. P'Vcr mixing cannot be achieved by hand. A - steel mixing paddle fitted onto a one -half inch (I3tulm); heairy- duty, top - vented drill with a minimum 650 rpm, 7 -ainp motor should be used. For mixing large jobs, Texture -Crete is normally mixed in an appropriate, professional - quality, grout mixing and -pumping inachine with an output of 0.510 gallons per minute (2-40 liters per minute) at 225 psi (1.5 Mpa), or a mortar mixer similar to* that used for brick mortar. Follow manufactirees instructions and safety requirements. , For application by trowel, trowels should be of high-grade steel, of professional quality, and of a suitable size , 6 Technical Special Provision Brick Texture Surfacing FPDI(S): 407500- 1 -52 -01 : BRICK TEXTURE SURFACING For application by squeegee, the squeegee should be of suitable size and professional quality, with a blade of neoprene or comparable material. A flexhead orpush -pull squeegee will help eliminate the %haftee inherent when using a fixed -blade squeegee. For application by hopper gun, the hopper gun should be -of plastic, metal, or nylon and of professional quality with a holding chute and orifice of suitable size mounted on a high -grade tankless compressor with suitable, oil -free air delivery. For -application by gauge rake spreader, the gauge rake spreader should be an epoxy or mortar Spreader tool. ' For surface finishing, suitable, professional- quality tools, that would be tequired to obtain the specified texture when finishing concrete flatwork, should be used, such as trowels, fresnos, or gimbal - mouhted (funny) trowels. For joint production, Steel strips, hardboard,, plastic inserts, Band- jointing tools, or sawcutting equipment may be used.' Substrate Preparation Prior to general installation, a representative test section must be produced as described in 12.. Jobisite Test Sections. Surrounding areas and adjacent surfaces should be protected from spills, tracking, and equipment . contact. The work area should be roped off and appropriate sections close to traffic. The most common cause of topping failure is improper substrate preparation. The concrete substrate must be sound and nonmoving and must be prepared as recommended in International Concrete Repair Institute (1CR.I) Guideline Number 03732 to provide a 'Concrete Surface Profile (CSP) between Number 3 find Number 5, using equipment as described in 13..Equipment and Materials. Incaete Systems pond -Crete mustlie used for highly absorbent substrates. Before ins talling, all loose materials, laitance, curing membranes, coatings, floor coverings, dirt, dust, grease, oil, or other . contaminants must be completely removed using the equipment descnbed in 13. Equipment and Materials. The cleaning method to be used depends on the condition of the substrate. Failure to remove all contaminants and coatings that impede the adhesion of the primer or topping will cause failure of the bond. Detergents, soap and water cleaning procedures, or sweeping campoun& are not tecommended since they leave a film that may cause bonding failure. During cleaning, care should be not to damage the •appearance•of surfaces adjacent to the substrate. The concrete substrate must nor mally . be fully cured, a minimum of 28 days. Substrates must be completely clean, sound, and free of any contaminants that may cause loss of bond. All loose, crumbling, spalled, broken, or otherwise unsound concrete.mvst be removed down to sound concrete. The concrete surface must be open and readily absorb water. The surfke of hard - troweled or burnished concrete must be roughened by mechanical abrasion. AM M standards 0 4258 Standard Technical Special Provision Brick Texture Surfacing FPDi(S) 407500- 1 -52 -01 BRICK TEXTURE SURFACING Practice for Surface Cleaning Concrete for Coating and 0 4259 Standard Practice for Abrading . Concrete should be referred to for additional substrate.suzface preparation information. When the substrate is of normal porosity, the Texture -Crete topping can be applied without priming. The cleaned concrete surface may be premoistened, then allowed to dry until it is saturated surface dry (SSD). The surface should appear visibly darkened, but no water sheen should be present. Excess water can be removed by blotting, by use of a squeegee, by •blowing away with an air j et, or by brushing with a push broom. All puddles and any'standing water should be removed. When the substrate is highly porous, Bond - Crete must be applied to the cleaned and prepared concret e-surface but not allowed to dry completely. Only apply Bond -Crete to an area that will be covered by Texture -Crete within One Lour. Mix Design The mix design will depend on which look is desired. Start with four quarts of premix resin m a clean bucket and add up to two more quarts as necessary for desired Ougisteaay. Mining Weather conditions should be considered: before mixing. Ambient and substrate surface temperatures should be 45° F or higher. If ambient temperature is expected to drop below 45° F (r C) during placement or before the material will achieve final set, the Texture -Crete must not be installed Since the work life of the Texture -Clete material varies with temperature, for case of installation the tempmvwe of the mix should be approximately 70° F (21 ° C). Mix in the shade When possible. Use cool, not hotwater for your resin nix. Increte Retarder is available as an additive to extend working time. Resiri must be added to the mixer or mixing container first, then the groutmaieriaL The dry materials must always be added to the resin mix. This process must never be revetsed. Adding resin to the dry . . materials may cause lumps, adversely affecting the properties of the mixture. When mixing in a container, the paddle should be moved up and down and around the sides of the container, but should always remain below the surface of the mixture so that air will not be trapped, causing bubbles in the installed Texture -Crete topping. Installation' The substrate should be prepared and cleaned as described in 14. Substrate Preparation. Bond Crete should be applied to highly porous surfaces. The Texture -Crete material should be as described in 15, Mix and Design and 16. Mixing: and installed using the equipment and materials' described in I3. Equipment and Materials. The work area should be roped off and appropriate a. Technical Special Provision Brick Texture Surfacing FPDi(S): 407500- 1 -52 -01 BRICK TEXTURE SURFACING sections closed to traffic. Adj aeeut and surrounding surfaees should be protected. The surface'should be divided into small work sections using walls, joint lines,•or other stationary features as natural stopping points. As with most cementitious products, cracks or joints in the substrates will telegraph through the Texture -Crete topping. Since the substrate and topping should move together, all working joints in the substrate must be reproduced iri the lopping to reduce' cracking. Joints may be formed in the plastic topping or sawcut after the material has set. Joints be full depth, placed precisely over existing joint positions in the substrate, and be as wide or wider than old joints. The work: life of the Texture -Crete material varies with temperature. For ease of installation temperature of the mix should be approximately 70° F• • . . ' . . - I (21 ° C). When the resin has been stored before use at temperatures F (21 . C), ice in a closed contauier set in the bricker of resin will help maintain the mik temperature and maximize the work life. Normally a second layer of Texture -Crete can be installed, if required, directly over the first layer within 1 day after placement, but not before the- first layer has hardened -sufficiently not to be damaged. Additional layers, if desired, should be placed in the same manner. Most Texture -Crete projects will consist of an initial coat of Texture - Crete, applied with a trowel of squeegee, to produce a finished grout line color. Stencils or"tape is applied over this first color and a secondary Texture -Crete color is applied with a hopper and compressor giving a textured finish. 'When the stencil (or tape) is removed it leaves the surface with a pattern. Additional, lightlysprayed color coats can be applied to achieve a speckled effect. The Texture -Crete material maybe retempered Retempering will increase the working time of the material. Any topping mixture, which has not been installed by the -end of its work life, must be. discarded. Previously mixed material should not be added to newly mixed material as this may reduce working time. For hopper -gun applications, presaturate, prime, or bond -coat the concrete surface. Adjust the, hopper -gun orifice to produce the spray pattern desired. Mix Texture -Crete topping material in a -suitable-sized batch and transfer the mixed material to the hopper -gun. Spray the material on cardboard or paper while making adjustments to the hopper gun or air delivery. Spray the mixed topping evenly over the surface, and allow it to start setting, trowel as desired. For these knockdown applications, use. a larger orifice size and spray apply the Texture -Crete material in globs, then trowel to provide the finish as desired. • • Clean tht hopper gun frequently and thoroughly to avoid buildup of fhe Texture -Crete material. Hot Weather Installation The Texture -Crete materials should be stored before use in a climate controlled area, ifpossible, or Technical Special Provision Brick Tcxtur:e Surfacing FPDI(S): 407500- I -52 -0I e BRICK TEXTURE SURFACING in the shade. When the h=ete Resin has been stored before use at temperatures above 70° F (21 ° C), the use of cold water will help maintain the mix temperature and uYimi the work life. Hot weather installation procedures should follow those described in 17. Installation with the addition of those listed below. The concrete substrate.should be prepared and cleaned as described in 14. Substrate Preparation, then premoistened for several Hours and allowed to begotne saturated surface dry (SSD). . Cool:the mixing equipment, if possible, with water cooled with ice. Drain the excess water prior to mixing the.first batch of Tpctise -Crete material. When mixing use cool water, or coil the hose in an ice- packed barrel to cool the water and aid in maintaining the mix temperatuXe. Bagged or contained ice can be dropped into the resin to keep the material cool. Indmte Retarder caul also be used to extend working time. Texture -dike gains strength riiore'rapidlythin concrete. -The aica can be opened to traffic when it reaches sufficient strength not to be damaged.' A minim of 24 hours for foot traffic and 72 hours for vehicular traffic. During z icing, protect.the surface from damage by other trades.. Sealing and Coating Prior to sealing, the surface should be lightly scraped using a floor scrapek to remove any loose burrs left after knocking the surface dowu with the trowel. Using a stiff broom, agitate the surface to loosen any smaller particles. BIow the entire surface clean with an electric, high - volume leaf (landscape) blower. Do this twice to ensure all loose material has been removed prior to sealing. Seal the surface after a sufficient curing period (normally one or two days after placement). Increte Systems Clear Seal, either wates or solvent basdd should be in two coats, letting the first coat dry before applying the second. While the sealer can be- sprayed, the preferred method is rolling the material 6n using a solvent resistant roller cover. Applying the sealer in a crosshatch pattern will avdid roller marks and prevent puddling of the sealer. Floor/Hardscape b1aintenance , Sealed Texture -Crete should be maintained by sweeping or loosing. Spills should be cleaned up when they occur. Heavily soiled aieas may be wet - cleaned by mopping, scrubbing, or hosing. Sealed Texture -Crete hardscapes can be cleaned using a high- pressure water washer_ •Increte Systems Clear.Seal provides a durable finish. Reseal as necessary. Patching Damaged areas in new or old Texture - Crete should be patched using the same material and methods. . The cause of the deterioration should be detemiined'and corrected before patching so that the need for repairs will not occur. A cavity should be cut, chipped or routed out of the topping to a minimum depth equal to the minim thickness of the product being used. The cavity may cover a large area 30 Technical Special Provision BrickTexhac Surfacing FPDI(S): 407500- 1 -52 -01 BRICK TEXTURE SURFACING or may be a hole or a slot cut out to follow the line of the crack To rdduce cracking in the patch, the depth of the cavity should be reasonably uniform. The sides should never be featheredged. All dust and other contaminants should be removed from the cavity so that it is completely clean. Texture -Crete should be used to fill the cavity following the procedures described in 14. Substrate ,Preparation, 15. Mix Design, 16. Mixing, 11. Installation. Upractical, mix proportions and patching procedures should be tested before patching the Texture -Crete topping. The patch should be sealed with Increte Systems Clear Sealer as described in 19. Sealing and Coating. To blend the appearance of the patch more closely with that of the suirounding topping, the entire area may be cleaned and re- sealed. warranty.Summary INCO CHEMICAL SUPPLY CO.! INCRETE SYSTEMS, INC. warrants that ]NCO CHEMICAL! INCRETE products are manufactured with the highest quality material and under - the 'strictest controls, and shall be,free from defects in material and workmanship a the time of its production. This warranty shall remain in effect for a period of one year from the time of its application. Remedy under warranty shall be limited to the replacement of INCO CHEMICALS/ INCRETE produgt quantity sufficient for reapplication to the areas affected, not -exceeding the amount originally used on said areas. , Detai:mination of the product failure shall be solely the right of INCO CHEMICAL CO.! INCRETE SYSTEMS, INC. who may require proof of prnduct used, quantity used, and time of application, "as well as analysis of product and substrate samples by an independent testing laboiatory of INCO's/ INCRETE's choice. Other, more inclusive, warranties may be used on a job basis (contact I NCO C IENUCAL! INCRETE SYSTEMS prior' to the commencement of job) and may require examination prior to the application and the strict adherence to any specific specifications which may be required by INCO CHEMICAL! INCRETE SYSTEMS for the project in question. This warranty does not apply, and INCO/ INCRETE makes rro warranty or guarantee and disclaims all-liability, where product failure results from, surface condition, surface composition including any additives, sealers, or other materials, expansion joints, structural cracks or defects, faulty design, construction misuse of the surface to which the product is applied, settlement or expansion of said structure, fire or other casualty, physical damage or any other force, influence, *element or matter casually connected to other than an act or omission of INCO CBEM1CAL Co.! INCRETE over which INCO/ INCRETE had control. No other warranties or gpwantees are expressed or implied. Should this product prove defective, the sole remedy shall be replacement as is herein expressly provided and under no circumstances shall INCO CH EWCAL C0.1 INCRETE SYSTEMS, INC., be liable_ for loss or -damage; direct oi• . consequential; arising out of the use of ability to use this product. iz Technical Special Provision Brick Texture Surfacing • FPDI(S): 407500- 1 -52 -01 s BRICK TEXTURE SURFACING Availability Increte Systems Texture -Crete is marketed nationwide and internationally through a worldwide network of Increte Systems Certified Installers or Authorized Distributors throughout the work}. Contact Increte Systems Inc. directly at 813 -886 -8811 or 800 752=4626 for further information. END OF TEC$NXCAL SPECIAL. PROVISION 12 Technical Special Provision Brick Texture Surfacing FPDI(S): 407500- 1 -52 -01 TERM CONTRACT FOR ROADWAY MARKINGS, STRIPING AND BRICK TEXTURE SURFACING FOR TRAFFIC ENGINEERING (IFB- 600325- 08 /GMG) THIS AGREMIT is made and entered into this day of 20 W , by and between FAUSNIGHT STRIPE AND LINE, INC., duly authorized to conduct business in the State of Florida, whose address is 910 Charles Street, Longwood, Florida 32750, hereinafter called "CONTRACTOR" and SEMINOLE COUNTY, a political subdivision of the State of Florida, whose address is Seminole County Services Building, 1101 East First Street, Sanford, Florida 32771, hereinafter called "COUNTY". W I T N E S SET H: WHEREAS, COUNTY desires to retain the services of a competent and qualified contractor to provide roadway markings, striping and brick texture surfacing for Seminole County; and WHEREAS, COUNTY has requested " " "nd received expressions of interest for the retention of services of c6n.'`actors; and WHEREAS, CONTRACTOR is competent and qualified to provide roadway markings, striping and brick texture surfacing and desires to provide materials and services according to the terms and conditions stated herein, NOW, THEREFORE, in consideration of the mutual understandings and covenants set forth herein, COUNTY and CONTRACTOR agree as follows: SECTION 1. SERVICES. COUNTY does hereby retain CONTRACTOR to furnish materials and services as further described in the Scope of Services attached hereto as Exhibit A and made a part hereof. CONTRACTOR shall also be bound by all requirements as contained in the solicitation package and all addenda thereto. Required materials and serilr_es shall. 'W ie be specifically enumerated, described, and depicted in the Purch" Orders authorizing specific materials and services. This Agreemet Roadway Markings, Striping and Brick Texture surfacing for Traffic Engineering t IFS- 600325- 08 /TLR y C cc Page 1 of 17 4+ dC5 standing alone does not authorize materials and services or require COUNTY to place any orders for work. SECTION 2. TERM. This Agreement shall take effect on the date of its execution by COUNTY and shall run for a period of three (3) years. At the sole option of COUNTY, this Agreement may be renewed for two (2) successive periods not to exceed one (1) year each. Expiration of the term of this Agreement shall have no effect upon Purchase Orders issued pursuant to this Agreement and prior to the expiration date. Obliga- tions entered therein by both parties shall remain in effect until delivery and acceptance of the services authorized by the Purchase Order. The first three (3) months of the initial term shall be consi- dered probationary. During the probationary period, COUNTY may imme- diately terminate this Agreement at any time, with or without cause, upon written notice to CONTRACTOR. SECTION 3. AUTHORIZATION FOR Authorization for provi- sion of materials and services by RACTOR under this Agreement shall be in the form of written Purchase Orders issued and executed by COUNTY and signed by CONTRACTOR. A sample Purchase Order is attached hereto as Exhibit B. Each Purchase Order shall describe the materials and services required and shall state the dates for performance of services and establish the amount and method of payment. The Purchase Orders will be issued under and shall incorporate the terms of this Agreement. COUNTY makes no covenant or promise as to the number of available Purchase Orders or that CONTRACTOR will perform any Purchase Order for COUNTY during the life of this Agreement. COUNTY reserves the right to contract with other parties for the services contemplated by this Agree- ment when it is determined by COUNTY to be in the best interest of COUNTY to do so. Roadway Markings, Striping and Brick Texture-Surfacing for Traffic Engineering IPB- 600325- 08 /TLR Page 2 of 17 SECTION 4. TIME FOR COMPLETION. The services to be provided by CONTRACTOR shall be performed, as specified in such Purchase Orders as may be issued hereunder, within the time specified therein. SECTION S. COMPENSATION. COUNTY agrees to compensate CONTRACTOR for the professional services and materials called for under this Agreement on a "Fixed Fee" basis. When a Purchase Order is issued for a Fixed Fee basis, then the applicable Purchase Order Fixed Fee amount shall include any and all reimbursable expenses. The total annual compensation paid to CONTRACTOR pursuant to this Agreement, including reimbursable expenses, shall not exceed the annual amount budgeted by COUNTY for roadway markings, striping and brick texture surfacing. SECTION 6. PAYMENT AND BILLING. (a) CONTRACTOR shall supply all materials and services required by the Purchase Order, but in no event shall CONTRACTOR be paid more than the negotiated Fixed Fee amouptte' within each Purchase Order. (b) For Purchase Orders isms =` on a Fixed Fee basis, CONTRACTOR may invoice the amount due based on the percentage of total Purchase Order services actually provided; but in no event shall the invoice amount exceed a percentage of the Fixed Fee amount equal to a percentage of the total services actually completed. (c) Payments shall be made by COUNTY to CONTRACTOR when requested as materials and services are furnished but not more than once monthly. Each Purchase Order shall be invoiced separately. At the close of each calendar month, CONTRACTOR shall render to COUNTY an itemized invoice, properly dated, describing any materials and services provided, the cost of the services therein, the name and address of CONTRACTOR, Purchase Order Number, Contract Number, and any other information required by this Agreement. Roadway Markings, Striping and Brick Texture Surfacing for Traffic Engineering IFB- 600325- 08 /TLR Page 3 of 17 The original invoice and one (1) copy shall be sent to: Director of County Finance Seminole County Board of County Commissioners Post Office Box 8080 Sanford, Florida 32772 Copies of the invoice shall be sent to: Public Works Department /Traffic Engineering Division 520 W. Lake Mary Boulevard, Suite 200 Sanford, Florida 32773 (d) Payment shall be made after review and approval by COUNTY within thirty (30) days of receipt of a proper invoice from CONTRACTOR. SECTION 7. GENERAL TERMS OF PAYNEDTr AND BILLING. (a) Upon satisfactory performance of services required hereunder and upon acceptance of the services by COUNTY, CONTRACTOR may invoice COUNTY for the full amount of compensation provided for under the terms of this Agreement less any amount already paid by COUNTY. COUNTY shall pay CONTRACTOR within thirty (30) days of receipt of proper invoice. (b) COUNTY may perform or.ha *e - performed an audit of the records of CONTRACTOR after final payment to support final payment hereunder. This audit would be performed at a time mutually agreeable to CONTRACTOR and COUNTY subsequent to the close of the final fiscal period in which the last services are provided. Total compensation to CONTRACTOR may be determined subsequent to an audit as provided for in subsection (b) of this Section, and the total compensation so determined shall be used to calculate final payment to CONTRACTOR. Conduct of this audit shall not delay final payment as provided by subsection (a) of this Section. (c) CONTRACTOR agrees to maintain all books, documents, papers, accounting records, and other evidence pertaining to services provided under this Agreement in such a manner as will readily conform to the terms of this Agreement and to make such services available at CONTRAC- TOR's office at all reasonable times during the Agreement period and for five (5) years from the date of final payment under the contract for Roadway Markings, Striping and Brick Texture Surfacing for Traffic Engineering IFB- 600325- 08 /TLR Page 4 of 17 audit or inspection as provided for in subsection (b) of this Section. (d) In the event any audit or inspection conducted after final payment but within the period provided in paragraph (c) of this Section reveals any overpayment by COUNTY under the terms of the Agreement, CONTRACTOR shall refund such overpayment to COUNTY within thirty (30) days of notice by COUNTY. SECTION S. RESPONSIBILITIES OF CONTRACTOR. Neither COUNTY'S review, approval, or acceptance of, nor payment for, any of the services required shall be construed to operate as a waiver of any rights under this Agreement or of any cause of action arising out of the performance of this Agreement. CONTRACTOR shall be and always remain liable to COUNTY in accordance with applicable law for any and all damages to COUNTY caused by CONTRACTOR's negligent or wrongful provision of any of the services furnished under this Agreement. SECTION 9. TERMINATION. L Z (a) COUNTY may, by written' ice to CONTRACTOR terminate this Agreement or any Purchase Order issued hereunder, in whole or in part, at any time, either for COUNTY'S convenience or because of the failure of CONTRACTOR to fulfill its Agreement obligations. Upon receipt of such notice, CONTRACTOR shall immediately discontinue all services affected, unless the notice directs otherwise, and deliver to COUNTY all data, drawings, specifications, reports, estimates, summaries, and any and all such other information and services of whatever type or nature as may have been accumulated by CONTRACTOR in performing this Agreement, whether completed or in process. (b) If the termination is for the convenience of COUNTY, CONTRACTOR shall be paid compensation for services performed to the date of termination. Roadway Markings, Striping and Brick Texture Surfacing for Traffic Engineering IFB- 600325- 08 /TLR Page 5 of 17 (c) If the termination is due to the failure of CONTRACTOR to fulfill its Agreement obligations, COUNTY may take over the work and prosecute the same to completion by other Agreements or otherwise. In such case, CONTRACTOR shall be liable to COUNTY for all reasonable additional costs occasioned to COUNTY thereby. CONTRACTOR shall not be liable for such additional costs if the failure to perform the Agreement arises without any fault or negligence of CONTRACTOR; provided, however, that CONTRACTOR shall be responsible and liable for the actions of its subcontractors, agents, employees, and persons and entities of a similar type or nature. Such causes may include acts of God or of the public enemy, acts of COUNTY in its sovereign or contractual capacity, fires, floods, epidemics, quarantine restrictions, strikes, freight embargoes, and unusually severe weather; but in every case the failure to perform must be beyond the control and without any fault or negligence of CONTRACTOR. (d) If after notice of teiMMID -ation for failure to fulfill its Agreement obligations it is determined that CONTRACTOR had not so failed, the termination shall be conclusively deemed to have been effected for the convenience of COUNTY. In such event, adjustment in the Agreement price shall be made as provided in subsection (b) of this Section. (e) The rights and remedies of COUNTY provided for in this Section are in addition and supplemental to any and all other rights and remedies provided by law or under this Agreement. SECTION 10. AGREEMENT AND PURCHASE ORDER IN CONFLICT. Whenever the terms of this Agreement conflict with any Purchase Order issued pursuant to it, this Agreement shall prevail. SECTION 11. EQUAL OPPORTUNITY MO7MENT. CONTRACTOR agrees that it will not discriminate against any employee or applicant for employ- Roadway Markings, Striping and Brick Texture Surfacing for Traffic Engineering IFB- 600325- 08 /TLR Page 6 of 17 ment for work under this Agreement because of race, color, religion, sex, age, disability, or national origin and will take steps to ensure that applicants are employed and employees are treated during employment without regard to race, color, religion, sex, age, disability, or national origin. This provision shall include, but not be limited to, the following: employment, upgrading, demotion or transfer; recruitment advertising; layoff or termination; rates of pay or other forms of compensation; and selection for training, including apprenticeship. SECTION 12. NO CONTINGENT FEES. CONTRACTOR warrants that it has not employed or retained any company or person other than a bona fide employee working solely for CONTRACTOR to solicit or secure this Agreement and that it has not paid or agreed to pay any person, company, corporation, individual, or firm other than a bona fide employee working solely for CONTRACTOR, any fee, commission, percentage, gift, or other consideration contingent upon or resulting from award or making of this Agreement. For the breach or vi6 ion of this provision, COUNTY shall have the right to terminate the Agreement at its sole discretion, without liability and to deduct from the Agreement price or otherwise recover the full amount of such fee, commission, percentage, gift, or consideration. SECTION 13. CONFLICT OF INTEREST. (a) CONTRACTOR agrees that it will not contract for or accept employment for the performance of any work or service with any individu- al, business,. corporation, or government unit that would create a conflict of interest in the performance of its obligations pursuant to this Agreement with COUNTY. (b) CONTRACTOR agrees that it will neither take any action nor engage in any conduct that would cause any COUNTY employee to violate the provisions of Chapter 112, Florida Statutes, relating to ethics in Roadway Markings, Striping and Brick Texture Surfacing for Traffic Engineering IFB- 600325 -08MR Page 7 of 17 government. (c) 'In the event that CONTRACTOR causes or in any way promotes or encourages a COUNTY officer, employee, or agent to violate Chapter 112, Florida Statutes, COUNTY shall have the right to terminate this Agree- ment. SECTION 14. ASSIGN14gNT. This Agreement, or any interest herein, shall not be assigned, transferred, or otherwise encumbered under any circumstances by the parties hereto without prior written consent of the other party and in such cases only by a document of equal dignity herewith. SECTION 15. SUBCONTRACTORS. In the event that CONTRACTOR, during the course of the work under this Agreement, requires the services of subcontractors or other professional associates in connection with services covered by this Agreement, CONTRACTOR must first secure the prior express written approval of COUNTY. If subcontractors or other professional associates are regd "in connection with the services covered by this Agreement, CONTRACTOR shall remain fully responsible for the services of subcontractors or other professional associates. SECTION 16. INDEMNIFICATION OF COUNTY. CONTRACTOR agrees to hold harmless and indemnify COUNTY and its commissioners, officers, em- ployees, and agents against any and all claims, losses, damages, or lawsuits for damages, arising from, allegedly arising from, or related to the provision of services hereunder by CONTRACTOR. SECTION 17. INSURANCE. (a) GENERAL. CONTRACTOR shall, at its own cost, procure the insurance required under this Section. (1) Prior to commencement of work pursuant to this Agree- ment, CONTRACTOR shall furnish COUNTY with a Certificate of Insurance signed by an authorized representative of the insurer evidencing the Roadway Markings, Striping and Brick Texture Surfacing for Traffic Engineering IFB- 600325- 08 /TLR Page 8 of 17 insurance required by this Section (Workers' Compensation/ Employer's Liability, Commercial General Liability, and Business Auto) . COUNTY and its officials, officers, and employees shall be named additional insured under the Commercial General Liability Policy. The Certificate of Insurance shall provide that COUNTY shall, be given not less than thirty (30) days written notice prior to the cancellation or restriction of coverage. Until such time as the insurance is no longer required to be maintained by CONTRACTOR, CONTRACTOR shall provide COUNTY with a renewal or replacement Certificate of Insurance not less than thirty (30) days before expiration or replacement of the insurance for which a previous certificate has been provided. (2) The Certificate shall contain a statement that it is being provided in accordance with the Agreement and that the insurance is in full compliance with the requirements of the Agreement. In lieu of the statement on the Certifica..tie ; ._ CONTRACTOR will at the option of COUNTY submit a sworn, notarized stanent from an authorized represent- ative of the insurer that the Certificate is being provided in accor- dance with the Agreement and that the insurance is in full compliance with the requirements of the Agreement. (3) In addition to providing the Certificate of Insurance, if required by COUNTY, CONTRACTOR shall, within thirty (30) days after receipt of the request, provide COUNTY with a certified copy of each of the policies of insurance providing the coverage required by this Section. (4) Neither approval by COUNTY nor failure to disapprove the insurance furnished by CONTRACTOR shall relieve CONTRACTOR of its full responsibility for performance of any obligation including CONTRACTOR indemnification of COUNTY under this Agreement. Roadway Markings, Striping and Brick Texture Surfacing for Traffic Engineering IFB- 600325- 08 /TLR Page 9 of 17 (b) INSURANCE COMPANY REQUIREMENTS Insurance companies provid- ing the insurance under this Agreement must meet the following require- ments: (1) Companies issuing policies other than Workers' Compen- sation must be authorized to conduct business in the State of Florida and prove same by maintaining Certificates of Authority issued to the companies by the Department of Insurance of the State of Florida. Policies for Workers' Compensation may be issued by companies authorized as a group self - insurer by Section 440.57, Florida Statutes. (2) In addition, such companies other than those authorized by Section 440.57, Florida Statutes, shall have and maintain a Best's Rating of "A" or better and a Financial Size Category of "VII" or better according to A.M. Best Company. (3) If during the period which an insurance company is providing the insurance coverage retluired by this Agreement, an insur- ance company shall: (i) lose its'.'C&rtificate of Authority, (ii) no longer comply with Section 440.57, Florida Statutes, or (iii) fail to maintain the requisite Best's Rating and Financial Size Category, CONTRACTOR shall, as soon as CONTRACTOR has knowledge of any such circumstance, immediately notify COUNTY and immediately replace the insurance coverage provided by the insurance company with a different insurance company meeting the requirements of this Agreement. Until such time as CONTRACTOR has replaced the unacceptable insurer with an insurer acceptable to COUNTY CONTRACTOR shall be deemed to be in default of this Agreement. (c) SPECIFICATIONS Without limiting any of the other obliga- tions or liability of CONTRACTOR, CONTRACTOR shall, at its sole expense, procure, maintain, and keep in force amounts and types of insurance conforming to the minimum requirements set forth in this subsection. Roadway Markings, Striping and Brick Texture Surfacing for Traffic Engineering IFB- 600325- 08 /TLR Page 10 of 17 Except as otherwise specified in the Agreement, the insurance shall become effective prior to the commencement of work by CONTRACTOR and shall be maintained in force until the Agreement completion date. The amounts and types of insurance shall conform to the following minimum requirements. (1) Workers' Compensation /Employer's Liability (A) CONTRACTOR's insurance. shall cover CONTRACTOR for liability which would be covered by the latest edition of the standard Workers' Compensation Policy as filed for use in Florida by the National Council on Compensation Insurance, without restrictive endorsements. CONTRACTOR will also be responsible for procuring proper proof of coverage from its subcontractors of every tier for liability which is a result of a Workers' Compensation injury to the subcontractor's em- ployees. The minimum required limits to be provided by both CONTRACTOR and its subcontractors are outlined in subsection (c) below. In 7 : addition to coverage for the Fldrih" Workers Compensation Act, where appropriate, coverage is to be included for the United States Longshore- men and Harbor Workers' Compensation Act, Federal Employers' Liability Act, and any other applicable federal or state law. ($) Subject to the restrictions of coverage found in the standard Workers' Compensation Policy, there shall be no maximum limit on the amount of coverage for liability imposed by the Florida Workers' Compensation Act, the United States Longshoremen's and Harbor Workers' Compensation Act, or any other coverage customarily insured under Part One of the standard Workers' Compensation Policy. (C) The minimum amount of coverage under Part Two of the standard Workers' Compensation Policy shall be: $100,000.00 (Each Accident) $100,000.00 (Disease - Policy Limit) $100,000.00 (Disease -Each Employee) Roadway Markings, Striping and Brick Texture Surfacing for Traffic Engineering IFB- 600325- 08 /TLR Page 11 of 17 (2) Commercial General Liability. (A) CONTRACTOR's insurance shall cover CONTRACTOR for those sources of liability which would be covered by the latest edition of the standard Commercial General Liability Coverage Form (ISO Form CG 00 01), as filed for use in the State of Florida by the Insurance Services Office, without the attachment of restrictive endorsements other than the elimination of Coverage C, Medical Payment and the elimination of coverage for Fire Damage Legal Liability. (B) The minimum limits to be maintained by CONTRACTOR (inclusive of any amounts provided by an Umbrella or Excess policy) shall be as follows: General Aggregate Personal & Advertising Injury Limit LIMITS Three (3) Times the Each Occurrence Limit $300,000.00 Each Occurrence Limit ;= , $ 300,000.00 (3 ) Business Auto PoI•,; ` (A) CONTRACTOR'S insurance shall cover CONTRACTOR for those sources of liability which would be covered by Part IV of the latest edition of the standard Business Auto Policy (ISO Form CA 00 01), as filed for use in the State of Florida by the Insurance Services Office, without the attachment of restrictive endorsements. Coverage shall include owned, non - owned, and hired autos. (B) The minimum limits to be maintained by CONTRACTOR (inclusive of any amounts provided by an Umbrella or Excess policy) shall be per- accident, combined single limit for bodily injury liability and property damage liability. If the coverage is subject to an aggregate, CONTRACTOR shall maintain separate aggregate limits of coverage applicable to claims arising out of or in connection with the work under this Agreement. The separate aggregate limits to be main- Roadway Markings, Striping and Brick Texture Surfacing for Traffic Engineering IFB- 600325- 08 /TLR Page 12 of 17 tained by CONTRACTOR shall be a minimum of three (3) tames the per - accident limit required and shall apply separately to each policy year or part thereof. (C) The minimum amount of coverage under the Business Auto Policy shall be: LIMITS Each Occurrence Bodily $300,000.00 Injury and Property Damage Liability Combined (d) COVERAGE The insurance provided by CONTRACTOR pursuant to this Agreement shall apply on a primary basis and any other insurance or self - insurance maintained by COUNTY or COUNTY'S officials, officers, or employees shall be excess of and not contributing with the insurance provided by or on behalf of CONTRACTOR. (e) OCCURRENCE BASIS The Workers' Compensation Policy and the Commercial General Liability regdi.r:ed by this Agreement shall be provided on an occurrence rather tiara;' claims -made basis. (f) OBLIGATIONS Compliance with the foregoing insurance requirements shall not relieve CONTRACTOR, its employees, or its agents of liability from any obligation under a Section or any other portions of this Agreement. It shall also be the responsibility of CONTRACTOR to ensure that all of its subcontractors performing services under this Agreement are in compliance with the insurance requirements of this Agreement as defined above. SECTION 18. DISPUTE RESOLUTION. (a) In the event of a dispute related to any performance or payment obligation arising under this Agreement, the parties agree to exhaust COUNTY dispute resolution procedures prior to filing suit or otherwise pursuing legal remedies. COUNTY dispute resolution procedures for proper invoice and payment disputes are set forth in Section 22.15, Roadway Markings, Striping and Brick Texture Surfacing for Traffic Engineering IFB- 600325- 08 /TLR Page 13 of 17 "Prompt Payment Procedures," Seminole County Administrative Code. Contract claims include all controversies, except disputes addressed by the "Prompt Payment Procedures," arising under this Agreement within the dispute resolution procedures set forth in Section 8.1539, "Contract Claims,' Seminole County Administrative Code. (b) CONTRACTOR agrees that it will file no suit or otherwise pursue legal remedies based on facts or evidentiary services that were not presented for consideration in COUNTY dispute resolution procedures set forth in subsection (a) above of which CONTRACTOR had knowledge and failed to present during COUNTY dispute resolution procedures. (c) In the event that COUNTY dispute resolution procedures are exhausted and a suit is filed or legal remedies are otherwise pursued, the parties shall exercise best efforts to resolve disputes through voluntary mediation. Mediator selection and the procedures to be employed in voluntary mediation ,shall be mutually acceptable to the parties. Costs of voluntary mediii� nn shall be shared equally among the parties participating in the mediation SECTION 19. REPRESENTATIVES OF COUNTY AND CONTRACTOR. (a) It is recognized that questions in the day -to -day conduct of performance pursuant to this Agreement will arise. COUNTY, upon request by CONTRACTOR, will designate and advise CONTRACTOR in writing of one or more of its employees to whom all communications pertaining to the day - to -day conduct of this Agreement shall be addressed. The designated representative shall have the authority to transmit instructions, receive information, and interpret and define COUNTY'S policy and decisions pertinent to the work covered by this Agreement. (b) CONTRACTOR shall at all times during the normal work week designate or appoint one or more representatives who are authorized to act on behalf of and bind CONTRACTOR regarding all matters involving the Roadway Markings, Striping and Brick Texture Surfacing for Traffic Engineering IFB- 600325- 08 /TLR Page 14 of 17 conduct of the performance pursuant to this Agreement and shall keep COUNTY continually and effectively advised of such designation. SECTION 20. ALL PRIOR AGREES SUPERSEDED. This document incorporates and includes all prior negotiations, correspondence, conversations, agreements, or understandings applicable to the matters contained herein and the parties agree that there are no commitments, agreements, or understandings concerning the subject matter of this Agreement that are not contained or referred to in this document. Accordingly, it is agreed that no deviation from the terms hereof shall be predicated upon any prior representations or agreements, whether oral or written. SECTION 21. MODIFICATIONS, AEENDKCNTS, OR ALTERATIONS. No modification, amendment, or alteration in the terms or conditions contained herein shall be effective unless contained in a written document executed with the same formality and of equal dignity herewith. SECTION 22. INDEPENDENT CONTRACTOR. It is agreed that nothing herein contained is intended or should be construed as in any manner creating or establishing a relationship of co- partners between the parties, or as constituting CONTRACTOR (including its officers, em- ployees, and agents) as an agent, representative, or employee of COUNTY for any purpose, or in any manner, whatsoever. CONTRACTOR is to be and shall remain forever an independent contractor with respect to all services performed under this Agreement. SECTION 23. EMPLOYEE STATUS. Persons employed by CONTRACTOR in the performance of services and functions pursuant to this Agreement shall have no claim to pension, workers' compensation, unemployment com- pensation, civil service, or other employee rights or privileges granted to COUNTY's officers and employees either by operation of law or by COUNTY. Roadway Markings, Striping and Brick Texture Surfacing for Traffic Engineering IBB- 600325- 08 /TLR Page 15 of 17 SECTION 24. SERVICES NOT PROVIDED FOR. No claim for services furnished by CONTRACTOR not specifically provided for herein shall be honored by COUNTY. SECTION 25. PUBLIC RECORDS LAW. CONTRACTOR acknowledges COUNTY'S obligations under Article I, Section 24, Florida Constitution, and Chapter 119, Florida Statutes, to release public records to members of the public upon request. CONTRACTOR acknowledges that COUNTY is required to comply with Article I, Section 24, Florida Constitution, and Chapter 119, Florida Statutes, in the handling of the services created under this Agreement and that said statute controls over the terms of this Agreement. SECTION 26. COMPLIANCE WITH LAWS AND REGULATIONS. In providing all services pursuant to this Agreement, CONTRACTOR shall abide by all statutes, ordinances, rules, and regulations pertaining to, or regulat- ing the provisions of, such services° including those now in effect and hereafter adopted. Any violation of said statutes, ordinances, rules, , or regulations shall constitute a material breach of this Agreement and shall entitle COUNTY to terminate this Agreement immediately upon delivery of written notice of termination to CONTRACTOR. SECTION 27. NOTICES. Whenever either party desires to give notice unto the other, it must be given by written notice, sent by registered or certified United States mail, return receipt requested, addressed to the party for whom it is intended at the place last specified. The place for giving of notice shall remain such until it shall have been changed by written notice in compliance with the provisions of this Section. For the present, the parties designate the following as the respective places for giving of notice, to -wit: Roadway Markings, Striping and Brick Texture Surfacing for Traffic Engineering ZFB- 600325- 08 /TLR Page 16 of 17 Public Works Department /Traffic Engineering Division 520 W. Lake Mary Boulevard, Suite 200 Sanford, Florida 32773 For CONTRACTOR: Fausnight Stripe and Line, Inc. 910 Charles Street Longwood, Florida 32750 SECTION 28. RIGHTS AT LAW RETAINED. The rights and remedies of COUNTY, provided for under this Agreement, are in addition and supple- mental to any other rights and remedies provided by law. IN WITNESS WBEREOF, the parties hereto have made and executed this Agreement on the date below written for execution by COUNTY. ATTEST: Secretary (CORPORATE SEAL► ATTEST: 1 ORSE C1 rk the Board of County Commissioners of Seminole County, Florida. FAUSNIGHT STRIPE AND LINE, INC. By: res:dt.rl' PHILLI J. AUSNI T, President Da e; 7 / V103 a BOARD OF COUNTY COMMISSIONERS SEMINOLE COUNTY, FLORIDA By: Date: For the use and reliance of Seminole County only. As authorized for execution by the Board f County Con 1 ssioners at their M11 -- , 20 o r Approved as to form and regular meeting. legal sufficiency. Coun Ac /lpk /sjs 5/21/08, 7/14/08 P: \Users \Legal Secretary CSB \Purchasing 2008 \Agreements \IFB- 600325.doc Attachments: Exhibit A - Scope of Services and Fee Schedule Exhibit B - Sample Purchase Order Roadway Markings, Striping and Brick Texture Surfacing for Traffic Engineering IFB- 600325- 08 /TLR Page 17 of 17 EXHIBIT A SUBMIT BID T0: INVITATION FOR BID Seminole County 1101 E. 1st Street, Room 3208 Sanford, Florida 32771 and PURCHASING AND CONTRACTS DIVISION Bidder Acknowledgment Contact: Gloria M. Garcia, CPPB IFB- 640323 -08 /GMG Senior Procurement Analyst 407- 665.7123 - Phone 407- 665 -706 - Fax Term Contract for Roadway ggarcagseminolecountytl.gov Markings, Striping and Brick Texture Surfacing for Traffic Engineering Location of Public Opening: Bid Due Date: June 26, 2008 County Services Building, Roam tt3208 Bid Due Time: 2:00 P.M. 1101 E.1 st Street, Sanford, Florida 32771 Bidder Name: Fausnight Stripe & Line, Inc. Federal Employer ID Number or SS Number. 59- 2556096 If returning as a 'No 5ubmittar, state reason Mailing Address: (if so, return only this page): 910 Charles St. city, fie, tip Longwood, FL 32750 Type of Entity: (Circle one) X ` Partnership Authorized. Sig p Joint Venture incorporated the State of Florida Number: 407 - 261 -5446 Typo Name: Phillip J. Fausnight Tele one Tina President Toil Free T Number 8 Fax Number. 407- 261 -5449 Date. 6!2412008 THIS FORM MUST BE COMPLETED AND RETURNED WITH YOUR BID The Applicant is,expected to completely analyze the information contained In this Invitation for Bid as guidance for the preparation of the submittal. The Applicant's submittal shall be sufficiently specific, detailed, and complete to dearly and fully demonstrate the Applicants understanding of the proposed work requirements. IFB- M25- 08 /GMG — Term Contract for Roadway Markings, Striping and Brick Texture Surfacing Price Schedule PROJECT: Term Contract for Roadway Markings, Striping and Brick Texture Surfacing for Traffic Engineering - IFB- 600325 -081GMG Name of Bidder: Fausnight Stripe & Line, Inc. Mailing Address: 910 Charle St. Street Address: City/State/Zip: Longwood, FL 32750 Phone Number: 4 ( 07 l 261 -5446 FAX Number. 4{ 07) 261 -5449 Pursuant to and in compliance with the Invitation for Bid, Instructions to Bidders, and the other documents relating thereto, the undersigned Bidder, having familiarized himself with the terns of the Contract Documents, local conditions affecting the performance of the Work, and the cost of the Work at the places where the Work is to be done, hereby proposes and agrees to deliver materials /services in a workmanlike manner and in strict conformity with Contract Documents, Including Addenda Nos. 1 through 3 , on file at the Purchasing and Contracts Division for the amount hereinafter set forth. The undersigned, as Bidder, declares that the only persons or parties interested in this bid as principals are those named herein; that this bid Is made without collusion with any person, firm or corporation; and he proposes and agrees, if the bid is accepted, that he/she will execute an Agreement with the COUNTY in the foram set forth in the Contract Documents; that he/she will furnish the Insurance Certificates. GROUP I (A) - THERMO PLASTIC MATERIAL: $ GROUP I (B) - PAINT: GROUP I (C) - COLD PLASTICS:- GROUP II - MISCELLANEOUS: TOTAL AMOUNT OF BID: Phillip J. Fausnight 105,510.00 29,014.00 $ Group Deleted Per Addendum #3 332,084.00 Numbers President 197,560.00 (Printed name of person signing FORM) (Title of person signing FORM) IFB- 600325- 08 /GMG — Term Contract for Roadway Markings, Striping and Brick Texture Surfacing Addeudtmm #3 - 6111/2008 - Price Schedule 1 -3 GROUP : STRIPES - SYMBOLS - MESSAGES: A. THERMO PLASTIC MATERIAL ITEM DESCRIPTION: UNITS ESTIMATED QUANTITY UNIT PRICE EXTENDED PRICE 1 6 "White Stripe if 70,000 0.45 $ 31,500.00 2 6" Yellow Stripe If 40,000 $ o.53 $ 21,200.00 3 8" White Stripe If 2,000 $ 0.75 $ 1 4 IT White-Stripe If 2,000 $ 1.50 $ 3,000.00 5 18" Yellow Stripe If 7,000 $ 1.20 $ 8,400.00 6 18" White Stripe If 1,000 $ 1.20 $ 1,200.00 7 24" White Stripe if 9,000 $ 1.32 $ 11,880.00 8 No Parking or Standing Fire Lane" 18" He ht ea 10 $ x.00 $ s5o.00 9 Symbol- Single Arrow ea 350 $ 33.d0 $ 11,550.00 10 SymbOi-Combination Arrow ea 50 $ 33.50 $ 1,675.00 11 Syrnboi Handicap ea 10 $ 30.00 $ 300.00 12 Message, Misc., 4 to 6 Letters ea 5 $ 45.00 $ 225.00 13 Message- Railroad Crossi ea 33 $ 35.00 $ 1,15s.00 14 Message - School ea $0 $ 100.00 $ 8.000.00 15 Message -Only ea 40 $ 30.00 $ 1,200.00 16 Message -Merge ea 15 $ 25.00 $ 375.00 17 Message -Stop e a 10 $ 25.00 $ 250.00 18 Message -Yield e a 50 $ 25.00 $ 1,250.00 19 Symbol -Yield ea 50 $ 4.00 $ 200.00 SUBTOTAL FOR GROUP 1 (A) $ 105,510.00 IFB- 600325- 08 /GMG - Roadway Markings, Striping and Brick Texture Surfacing Addendum #3 - 6/I 1/2008 - Price Schedule 2 -3 GROUP 1 : STRIPES - SYMBOLS - MESSAGES: B. PAINT ITEM DESCRIPTION: UNITS ESTIMATED QUANTITY UNIT PRICE EXTENDED PRICE PAINT 1 6" White Stripe if 70,000 $ 0.15 $ 10,600.00 2 6" Yellow Stripe If 40,000 $ 0.16 $ 6,400.00 3 8" White Stripe if 2,000 $ 0.16 $ 320.00 4 12" White Stripe If 2,000 $ 0.30 $ 600.00 . 5 18" Yellow Stripe if 7,000 $ 0.14 $ 980.00 6 18" White Stripe if 1,000 $ 0.15 $ 150.00 7 24" White Stripe If 9,000 $ 0.25 $ 2,250.00 8 No Parking or Standing Fire Lane*, 18 Hei ht ea 10 $ 10.00 $ 100.00 9 Symbol - Single Arrow ea 350 $ 15.00 $ 5,250.00 10 Symbol- Combination Arrow ea 50 $ 16.00 $ 800.00 11 Symbol Handicap ea 10 $ 10.00 $ 100.00 12 Message, Misc., 4 to 6 Letters ea 5 $ 20.00 $ 100.00 13 Message - Railroad Crossin ea 33 $ 8.00 $ 264.00 14 Message - School ea 80 $ 6.00 $ 480.00 15 Message-Only ea 40 $ 8.00 $ 320.00 16 Message -Merge e a 15 $ 6.00 $ 90.00 17 Message -Stop ea 10 $ 6.00 $ 60.00 18 Message Yield ea 50 $ 4.00 $ 200.00 19 Symbol - Yield ea 50 $ 1.00 $ 50.00 SUBTOTAL FOR GROUP 1 (B) $ 29,014.00 IFB-600325- 08 /GMG - Roadway Markings, Striping and Brick Texture Surfacing Addendum #3 - 6/11/2009 - Price Schedule 3 -3 GROUP 11 - MISCELLANEOUS ITEM DESCRIPTION UNITS ESTIMATED QUANTITY UNIT PRICE EXTENDED PRICE 1 Lay -W for Stripes if 60,OQ0 $ 0.12 $ 7,200.00 2 Lay -Out Symbol ea 50 $ 12.00 $ 600.00 3 Lay -Out Message ea 20 $ 32.00 $ 640.00 4 Clearing DWGrass If 35,000 $ 0.01 $ 350.00 from E ire 5 Removal of Existing sf 2,000 $ 2.60 $ 5,200.00 Maddngs 6 4" Temporary Tape if 10,000 $ 0.02 $ 200.00 7 Remove RPM's ea 5,000 $ 0.01 $ 50.00 8 FurnistVinstall RPM's — ea 8,00() ' $ 3.10 $ 24,600.00 Class 8 FDOT 706 9 Rumble Strips, 0.5" $ 0,60 $ 1,200.00 Thickness, eS 2,000 r Width 10 6' 3M Series 380WR ES 2.335 56,040.00 Wet Reflective Tape - Lf 24,000 White 11 6" 3M Series 380WR ES $ 2.335 $ 56,040.00 Wet - Reflective Tape — Lf 24,000 Yellow 12 Red Preformed $ 36.00 $ 45,000.00 Thermoplastic Sq ft 1,250 Detectable Warnings with Truncated Domes 13 installation of Surface y' :.' 4= $ 95.00 a 65.00 applied Armor file 14 Delivery of Cast In place Lf $ 50.00 $ 50.00 15 Bride Texture Surfacing g :. • ' •r - -.. 95.00 $ 95.00 <' SUBTOTAL FOR GROUP 11 $ 197.560.00 IFB-600325- 08/GMG - Roadway Markings, Striping and Brick Texture Surfacing s" Description of Services The Contractor will be responsible for furnishing roadway markings, striping and brick texture surfacing for Seminole County Traffic Engineering Division. The orders will be placed on an as needed basis in accordance to the terms and conditions of the Contract Documents. AUXILIARY LANES AND STRIPING SPECIFICATIONS A. COMPLIANCE TO SPECIFICATIONS 1. All markings are to conform to the most current Seminole County Standards and issue of "Florida Department of Transportation Standard Specifications for Road and Bridge Construction" along with the most current issue of "Florida's Roadway and Traffic Design Standards Handbook ". In addition, this document conforms to a Policy of Geometric Design of Highways and Streets 1984 (A.A.S.H.T.O.) Standards, the "Manual of Uniform Minimum Standards for Design, Construction and Maintenance ", and "The Planning Guidelines for Transportation ". 2. All traffic control signs and striping 'must be illustrated and located on final engineering plans on one (1) sheet in accordance with Seminole County Code, Chapter 250.23 which incorporates the MUTCD and the Seminole County Traffic Standards. 3. When a transition is striped through a curve, a standard 6710' skip cycle will be required. 4. Three (3) week "cure time" on asphalt required prior to final markings installation. Exceptions will require prior approval from Seminole County Traffic Engineer or designee. 5. No markings are to be installed prior to field approval of layout lines by Seminole County Traffic Engineer or designee. IFB- 600325-08/GMG — Term Contract for Roadway Markings, Striping and Brick Texture Surfacing 6. Centerline and edge line to extend fifteen feet (15') beyond transition point downstream and fifteen feet (15') prior to transition point upstream. 7. Hash mark spacing to be thirty feet (30') from center to center unless otherwise specified. 8. Arrow spacing to conform to Roadway and Traffic Design Standard Index No. 17346 drawing 2 of 8 (with each additional 75' of turn lane add one arrow). 9. Changes in existing markings in some cases will also be required as per Seminole County Traffic Engineer or designee. 10. During all construction and installation of markings the work zone shall be signed in accordance with the "Manual Uniform Traffic Control Devices Chapter Vi ". 11. When a lane closure is permitted, with prior consent of Seminole County Traffic Engineer or designee, on a road with a classification of minor collector or above, hours of operation will be limited to between 9:00 a.m. and 4:00 p.m. 12. It is the responsibility of the Contractor to dear debris, dirt, grass, etc. from the edge line prior to edge line markings installation. 13. Temporary Tape shall be installed per Seminole County standards. 14. Certification of Tests: The producer of the compound described in this Section shall furnish upon request to the Department three (3) copies of certified test reports showing results of all tests specified herein, and shall certify that the material meets all requirements of this Section. Final acceptance, however, will be based on test results of samples obtained after delivery of the compound. B. REFLECTIVE PAVEMENT MARKERS: DESCRIPTION - The work specified in this Section consists of furnishing and installing reflectorized pavement markers and removing pavement markers at locations designated in the plans or by work order request. The work shall be done in accordance with these specifications and the details shown in the plans or work order request. TYPE - The markers shall be STIMSONITE 911 E of the following type (only): 1. Amber bi- directional reflective face 2. Amber mono - directional reflective face 3. Red /Colorless bi- directional reflective face 4. Colorless mono - directional reflective face 5. Blue reflective face Manufacturers' specifications apply. ADHESIVE - Seminole County requires Method 3. 1. Bituminous (as pre - section 706 -2.4.2 of the FDOT Standard Specifications for Road and Bridge Construction 2000 or latest revision. 2. Epoxy Resin (2 part mixture) manufacturers specifications apply. 3. Thermoplastic using the puddle method for RPM installation with like color thermoplastic. Method 1 and 2 may be used with prior approval by Traffic Engineer or designee. IFB- 600325- 08 /GMG — Term Contract for Roadway Markings, Striping and Brick Texture Surfacing C. PROJECT MATERIAL AND WORKMANSHIP Temporary Striping - All striping shall be in paint or Temporary Tape of acceptable quality. The temporary striping shall be installed in accordance with the latest Federal, State and County standards in compliance with the requirements of the MUTCD, latest edition, the Florida Department of Transportation Standard Specification, the latest edition, and Seminole County Standards. Permanent Striping - All permanent striping, material shall be painted, thermoplastic, or cold plastic, as specified in the purchase order. The material used shall meet the latest Federal, State and Seminole County standards as specified in this contract. All work shall be performed in accordance with the requirements of the MUTCD, latest edition, the Florida Department of Transportation standards, latest edition, and Seminole County Standards. It is anticipated that thermoplastic will be used approximately 75% of the time. Paint will be used approximately 20% of the time and Cold Plastic approximately 5% of the time. New Pavement Striping - The permanent striping shall be installed after the cure time for the particular type of pavement material, not to exceed thirty (30) days after the construction of the pavement. The contractor shall begin installation of the permanent striping within five (5) working days and completed installation within thirty (30) days after the specified cure time. Maintenance of existing striping - The contractor must begin work within five (5) working days and shall complete all work within the thirty (30) days from the date of the purchase order. Emergency Striping - Contractor shall respond to request for emergency services within eight (8) hours and complete work within twenty -four (24) hours of the notification. Emergency conditions include, but not limited to, the following conditions: a) Temporary Striping using paint on new pavement material. b) School Zones in thermoplastic. C) No Passing Zones in paint or thermoplastic d) Stop bars in paint, thermoplastic, or cold plastic. e) Crosswalks in paint or thermoplastic. f) Pavement in symbol or messages paint or thermoplastic. For protection of the motoring public, Contractor shall immediately notify the County Traffic Engineer or designee of any delays, followed by a written notification of the delay and cause(s) of delay, with a copy to the Purchasing and Contracts Division. County reserves the right to cancel the order to pursue an alternative method of implementation if needed. Under non - emergency conditions, additional work days may be authorized by the County due to unforeseen delays, for circumstances beyond Contractor's control, including but not restricted to, acts of God or negligence of any other Contractor. IFB- 600325- 08 /GMG — Term Contract for Roadway Markings, Striping and Brick Texture Surfacing D. BRICK TEXTURE SURFACING — INCRETE SYSTEMS Description: A colored two-component, cementations topping designed for resurfacing and texturing concrete floors or hard capes. Specifications are included as part of the IFB documents. E. INSTALLATION OF SURFACE APPLIED ARMOR -TILE - Features: • cost effective for retrofitting or new construction • complete system supplied; tile, adhesive, fasteners, sealant • beveled edges for smooth transition meeting ADA requirements • light weight and easy to handle • easily cut to conform to angled and radius ramps • sizes available; 12 "x12 ", 24 "x24 ", 24 "x36 ", 24 "x48 ", 24 "x60 ", 36 "x48 ", 36 "40" • nine (9) standard colors available with Federal Color identification • advanced warning strip - 3" x 48 ", used to create a color contrast around perimeter F. DELIVERY OF CAST IN PLACE - Features: • certified to meet ADA and State requirements • integral embedment flanges are the complete anchoring system • sustains dynamic vehicle loading, AASHTO HS20 -44 wheel load test • easily cut to conform to angled and radius ramps • sizes available; 12"x12 ", 24 "x24 ", 24x36 ", 24 "x48 ", 24 "x60 ", 36 "x48 ", 36 "40" • nine (9) standard colors available with Federal Color identification • advanced warning strip - 3" x 48 ", used to create a color contrast around perimeter G. 3M SERIES 820 WET- REFLECTIVE TAPE: - Surfaces shall be prepared as follows: • An area dry and dean of any loose debris • When the surface is not conducive for installation of the Wet- Reflective Tape, Contractor shall notify Traffic Engineering Division for approval of grinding (or other measures) when deemed necessary to insure proper adhesion. H. RED PREFORMED THERMOPLAST DETECTABLE WARNINGS WITH TRUNCATED DOMES IN COMPLIANCE WITH LATEST ADAAG REQUIREEMNTS FOR DETECTABLE WARNINGS ON HANDICAPPED RAMPS - : - Surfaces shall be prepared as follows: • Prepared with a broom finish • When the surface is not conducive for installation of the Detectable Warning, Contractor shall notify Traffic Engineering Division for approval of grinding as needed to insure proper adhesion. • No curing compound shall be on the surface • Cured for thirty (30) days IFB - 600325- 08 /GMG — Term Contract for Roadway Markings, Striping and Brick Texture Surfacing I � TECHNICAL SPECIAL SPECIFICATIONS FOR BRICK TEXTURE SURFACING SEMINOLE COUNTY, FLORIDA BOARD OF COUNTY COMMISSIONERS 1 BRICK TEXTURE SURFACING INCRETE SYSTEMS. INC. TEXTURE -CRETE Description A colored two- component, cementitious topping designed for resurfacing and texturing concrete floors or hardscapes. Increte Systems Texture -Crete effectively performs at depths from featheredge to one - quarter b wh,. It can be used at greater depths'where.necessary in _" lifts. It achieves a compressive strength of approximately 6000 p.s.L or greater in 28 days, allowing heavier loads without damage. In addition to stenciling, Texture -Crete is suitable for many other applications such as renovating scaled concrete, resurfacing to add a trowel or float finish and adding color or texture to existing flatwork. Increte Systems Texture -Crete offers many advantages compared to most topping materials, including higher strength, excellent moisture and freezetthaw resistance, and an aftractive color range. Advanced polymer technology provides excellent adhesion, durability, and a surface strength twice that of normpl concrete. 'Additional benefits as compared to concrete include a significant reduction in brittleness, an increase in flexural strength, and excellent moisture resistance. Once sealed, the surface is rendered nonporous, providing superior stain resistance and easy maintenance. Texture -Crete is easy to mix and economical to install. Simply mix the powdered grout to the liquid resin and spray or trowel down. When the concrete substrate is highly porous, Increte Systems Bond -Crete must be applied prior to installing to seal the surface and promote adhesion. Texture -Crete is suitable for both vertical and horizontal surfaces. . For an easy -to- maintain, stain - resistant surface, Texture -Crete must be sealed and periodically maintained with Increte Systems C1ear available, in - either water or solvent based formulas. Limitations Texture -Crete is designed for use over nonmoving, structurally sound, properly prepared concrete surfaces. Not all substrates are suitable for the installation of Texture -Crete, including concrete that is not fully cured, most lightweight concrete, and gypsum-based products of any type. Texture -Crete must not be used in-areas subject to hydrostatic pressure, active water leaks, or' continuous water immersion. Without specific prior testing, Texture -Crete must not be installed in areas subject to harsh chemicals. As with most cemcntitious products, cracks, or joints in the substance will telegraph through the Texture -Crete topping. The existing substrate joints must be extended up through the full depth of the topping by sawcutting, tooling, or forming. 2 FPDI(S): 407500- 1 -52 -01 Technical Special provision Brick Texture Sudacing BRICK TEXTURE SURFACING For areas where depths exceeding %" are required, Texture -Crete may be placed in layers. The previous Texture -Crete' layer must be allowed to harden before the placement of the next layer, a minimum of 48 hours to allow for sufficient curing. ; Badly scarred substrates should be leveled with a "scratch coat"-or "slurry coat' that has enough depth, so that damaged areas such as cracks, scratches, and trench -cut patches do not telegraph through the topping The volume of resin added to the grout can be varied providing variety of finished looks. For proper appearance, mixing must be uniform, thorough, and consistent throughout the project. Proper mixing cannot be achieved by hand; a paddle mixer attached to a heavy -duty drill must be used. Texture -Crete installations must take place when the ambient and substrate surface temperature are 50° F or higher. Optimurn temperature for installation is approximately 70 1 Q. if ambient temperature is expected to drop below 50° F, (7° C) during placement or until a minimum of 48 hours after placement, Texture -Crete must not be installed. When possible, installation should take place during the coolest part of the day. For adequate work time andproper curing, installations in direct sunlight or during hot, dry conditions should be avoided. The relative humidity should be at least 50% and preferably higher during installation off exture- Crete. Generally, the early morning is better suited to successful Texture -Crete installation than during the midday heat or in the hot afternoon. Applicable Standards Professional standards and practices, including those published by American Concrete Institute (ACI), the International Concrete Repair Institute (1CRI), and the Portland Cement association (PCA) should be followed. , Composition and Materials Inerete's Texture -Crete isa system of complex, preciselyengineered, polymer:modfied cementitious formulations produced by a proprietary manufacturing and intergrinding process. It is a two - component topping material containing no calcium chloride. Texture -Crete is formulated only with components which are environmentally safe aid do not emit hazardous fumes as formaldehyde or ammonia. Increte Systems Texture -Crete will not cause or contribute to Sick Building Syndrome. Colors Texture -Crete is available in 30 standard colors. Custom colors are available for any unique or specific need. Lighter Texture -Crete colors are usually chosen for chemical staining.. The Texture-Crete topping may be stained after it is sufficiently cured to walk on, approximately I - 3 days after installation. Technical Special Provision Brick Texture Surfacing FPDI(S) 407500- I -52 -01 BRICK TEXTURE SURFACING Application of a chemical stain will highlight imperfections in the topping surface. A jobsite test section must be prepared to verify and approve the Stain -Crete application. Technical Data Compressive strength and tensile strength of Increte's Texture -Crete is given in the table below. All values are typical of those obtained when tested in 2 -inch cubes by the method described in ASTM C109. COMPRESSIVE STRENGTH RESULTS 1 Day ' 3900 psi 3 days 6100 psi 7 days 7010 psi ' 28 days 7880 psi Tensile Strength I day 230 psi 3 days 470 psi 7 days 890 psi 28 da 890 psi Sizes Increte Grout is available in 501b: Bags. Increte Resin is available in 1 gal, 5gal, and 55gai. containers and is sold as a concentrate - it is mixed 50 0 /6-50% with cool water. Shelf Life Under normal conditions and when kept out of direct sunlight, dry, and moisture free, the shelf life of the Increte products is at least six months from the date of purchase. Storage should be under roof and off the floor. Inventory should be rotated. Coverage The amount of product required will vary depending on depth' of installation, substrate surface profile and texture, preparation procedures, specified -surface fu&h, and other conditions. When troweling, one 501b. Bag of Increte Grout will yield approximately 50 square feet at 1/8" or 100 square feet at 1/16 ". When spraying, product will yield approximately 100 -125 square feet. Clear= Seal will yield approximately 200 square feet per gallon. Four to six quarts of premix resin will be required for each bag of grout. 4 Teebnical Special Provision Brick Texture Surfacing FPDI(S): 407500- 1 -52 -01 BRICK TEXTURE SURFACING Cautions WARNING! HARWUL IF INHALED. IRRITATING TO EYES AND SKIN. MAY CAUSE DELAYED IUNG INJURY (SILICOSIS). DO NOT TAKE.INTERNAIIY. KEEP OUT OF REACH OF CHilDREN. CONTAINS CEMENT AND SILICA (QUARTZ). Cancer hazard Contains Silica (Quartz) which can cause cancer. (Risk of cancer on duration and level of exposure.) Use only with adequate ventilation. Do not breathe dust. Wet cement may cause alkali burns. Avoid contact with eyes, skin, and clothing. Wear dust (particulate) respiiator (NIOSH TC -84A approved), safety goggles, and gloves. First Aid: Eyes -DO NOT RUB EYES. Immediately flush thoroughly with water. Skin -Wash thoroughly with soap and water. Remove sailed clothing and ash before reuse. Inhalation -If inhaled, or if difficulty in breathing is experienced, move to fresh air. If symptoms persist or develop, or if ingested, get medical attention. Wash thoroughly immediately after handling. Store in a cool, dry, well- ventilated area, in unopened original packaging or in tightly closed labeled containers. Avoid generating dust during recovery or disposal. Disposal of all residual or recovered product must be in accordance with applicable federal, state, and local regulations. Before using or handling, read the Material Safety Data Sheet and Warranty. FOR PROFESSIONAL USE ONLY. Textures and Slip Resistance Texture -Crete creates a textured, slip resistant surface. When a flat interior floor is required, extra precautions should be taken to ensure that the surface is uniformly troweled so that it will not be slippery. Increte's Shur =Grip (a nonslip additive) can be added to the final coat- of Clear Seal for an extra non -slip surface. For safety considerations, representative jobsite samples must be produced prior to the Texture -Crete application. The entire surface of the sample should be inspected to verify and approve the adequacy of wet and dry slip resistance. Jobsite Test Sections Proper installation and texturing of cenient- based toppings requires skill and practice. Preparationn procedures, ambient and substrate temperatures, primer application (when used), mixing, installation, finishing and curing techniques, experience in use of the material, and other factors will each affect the performance of the Texture -Crete topping. Using a section of the actual jobsite substrate, a representative test section must be installed to verify and approve the suitability of the product for its intended purpose. The test section should be of adequate size and configuration to be representative. It should be produced by the same workers who will apply the Texture -Crete material, under the same expected Ambient conditions, using the planned surface preparation procedures, primer usage and mixing, installation, finishing, and curing techniques. s Technical Special Provision Brick Texture Surfacing , PPDI(S): 407500- 1 -52 -01 BRICK TEXTURE'SURFACING For safety reasons, the entire surface of the jobsite sample should be inspected to verify and approve the adequacy of wet and dry slip resistance. Equipment'and Materials When using equipment and materials during preparation and installation, suitable protective gear should be worn and government regulations, manufacture's instructions, and all applicable safety requirements should be followed. P surface preparation is essential for successful topping installation. Normally, Texture -Crete is applied by sprayer, hopper gun, squeegee, or trowel, then finished with the desired texture or surface finish. For substrate preparation, use wire brushing, grinding, scarifying, shotblasting, sandblasting, of -similar processes to remove laitance, curing compounds,'coatings, and other contaminants and to .roughen the concrete surface adequately. After roughening, sweep' up debris and follow with a thorough' cleaning using a high- pressure water washer to remove all loose particles from the substrate. Do not use sweeping alone as it usually leaves dust on the prepared substrate, which can cause adhesion problems. Refer to International Concrete Repair Institute OCRI) Guideline Number 03732'and achieve a Concrete Surface•Profile (CSP) between Number 3 and Number 5. An acid etching, using one part muxiatic acid to fourparts water can be used on slabs with no sealers, waxes, or other coatings. F;r priming, IncreWs Bond -Crete must be used on highly porous substrates. For measuring, a calibrated quart container capable of accurate measurement should be used: Start with four quarts of premix, add grout and mix up to two-more quarts of premix resin can be added to achieve the desired consistency. For mixing on small jobs, Increte's Texture -Crete is normally mixed in a 5gallon (20 L) plastic pail' or a 15 -30 goon (60 -120 L) plastic container. Proper mixing cannot be achieved by hand. A stainless steel mixing pa ddl e fitted onto a one -half inch (13mm), heavy -duty, top - vented drill with a minimum 650 rpm, 7 -amp motor should be used. For mixing large jobs, Texture -Crete is nomnallymixed m an appropriate, professional- quality, grout mixing and pumping machine with an output of 0.510 gallons per minute (2-40 liters per minute) at 225 psi (1.5 Mpa), or a mortar mixer similar to that used for brick mortar. Follow manufacturer's instructions and safety requirements. For application by trowel, trowels should.be of high -grade steel, of professional quality, and of a suitable size. Tectwical Special Provision Brick Texture Surfacing FPDI(S): 407500- 1 -52 -01 .. BRICK TEXTURE SURFACING For application bysqueegee, the squeegee should be of suitable size and professional quality, with a blade of neoprene or comparable material. A flexhead or push -pull squeegee will help eliminate the "chatter" inherent when using a fixed -blade squeegee. For application by hopper gun, the hopper gun should be- of plastic, metal, or nylon and of professional quality with a holding chute and orifice of suitable size mounted on a high -glade tankless compressor with suitable, oil -free air delivery. For -application by gauge rake spreader, the gauge rake spreader should be an epoxy or mortar spreader tool. For surface finishing, suitable, professional - quality tools, that would be tequired to obtain the specified texture when finishing concrete flatwork, should be used, such as trowels, fresnos, or gimbal- mounted (funny) trowels. For joint production, steel strips, hardboard,. plastic inserts, hand jointing tools, or saweutting equipment may be used: Substrate Preparation Prior to general installation, a representative test section must be produced as described in 12.. Jobsite Test Sections. Surrounding areas and adjacent surfaces should be protected from spills, tracking, and equipment . contact. The work area should be roped off and appropriate sections close to traffic. The most common cause of topping failure is improper substrate preparation. The concrete substrate must be sound,and nonmoving and must be prepared as recommended in International Concrete Repair Institute (1CRI) Guideline Number 03732 to provide a 'Concrete Surface Profile (CSP) between Number 3 and Number 5, using'equipment as described in 13. Equipment and Materials. Increte Systems Bond -Crete must be used for highly absorbent substrates. Before installing, all loose materials, laitance, curing membranes, coatings, floor coverings, diM dust, grease, oil, or other contaminants must be completely removed using the equipment described in 13. Equipment and Materials. The cleaning method to be used depends on the condition of the substrate. Failure to remove all contaminants and coatings that impede the adhesion of the pruner or topping will cause failure of the bond. Detergents, soap and water cleaning procedures, or sweeping compoun&are not recommended since they leave a film that may cause bonding failure. During cleaning, care should betaken not to damage the•appearance•of surfaces adjacent to the substrate. The concrete substrate must normally_be fully cured, a minimum of 28 days. Substrates must be completely clean, sound, and free of any contaminants that may cause loss of bond..AU loose, crumbling, spalled, broken, or otherwise unsound concrete • mnst be removed down to sound concrete. The concrete surface must be open and readily absorb water. The surface of hard troweled or burnished concrete must be roughened by mechanical abrasion. ASTM standards 04258 Standard Technical Special Provision Brick Texture Surfacing FPDI(S): 407500- 1 -52 -01 .• . BRICK TEXTURE SURFACING Practice for Surface Cleaning Concrete for Coating and 0 4259 Standard Practice for Abrading . Concrete should be referred to for additional substrate, surface preparation information_ When the substrate is of normal porosity, the Texture -Crete topping can be applied without priming. The cleaned concrete surface may be premoistened, then allowed to dry until it is saturated surface dry (SSD). The surface should appear visibly darkened, but no water sheen should be present. Excess water can be removed by blotting, by use of a squeegee, by blowing away with an air jet, or by brushing with a push broom. All puddles and any *standing water should be removed. When the substrate is highly porous, Bond -Crete must be applied to the cleaned and prepared concrete•surfaee but not allowed to dry completely. Only apply Bond -Crete to an area that will be covered by Texture -Crete within one hour. Mix Design The mix design will depend on which look is desired. Start with four quarts of premix resin.in a clean bucket and add up to two more quarts as necessary for desired conlsistency. Mixing Weather conditions should be considered • before mixing. Ambient and substrate surface temperatures should be 45° F or higher. If ambient temperature is expected to drop below 45° F (7° C) during placement br before the material will achieve final set, the Texture -Crete must not be installed, Since the work life of the Texture -Crete material varies with temperature, for ease of installation the temperature of the mix should be approximately 70° F (21 ° Q. Mix in the shade when possible. Use cool, not hot water for your resin mix. In ete Retarder is available as 4n additive to extend working time. Resin must be added to the mixer or mixing container first, then the grout material. The dry materials must always be added to the resin mix. This process must never be reversed Adding resin to the dry materials may cause lumps, adversely affecting the properties of the mixture. When mixing in a container, the paddle should be moved up and down and around the sides of the container, but should always remain below the surface of the mixture so that air will not be trapped, causing bubbles in the installed Texture -Crete topping. Installation The$ubstrate should be prepared and cleaned as described in 14. SubstratePreparation. Bond -Crete should be applied to highly porous surfaces. The Texture -Crete material should be ' mixed as described in 1S, Mix and Design and'16. Mixing, and installed using the equipment and materials' described in 13. Equipment and Materials. The work area should be roped off and appropriate e. Technical Special Provision Brick Texture Surfacing FPDI(S): 407500- 1 -52 -01 BRICK TEXTURE SURFACING sections closed to traffic. Adjacent and surrounding surfaces should be protected. The surface'should be divided into small work sections using walls, joint lines, other stationary features as natural stopping joints. : As with most cementitious products, cracks or joints in the substrates will telegraph through the Texture -Crete topping. Since the substrate and topping should move together, all working joints in. the, substrate must be reproduced iii the topping to reduce" cracking. Joints may be formed in the plastic topping or sawcut after the material has set. Joints should be full depth, placed precisely over existing joint positions in the substrate, and be as wide or wider than old joints. The work life. of the Texture -Crete material varies with temperature. For ease of installation_the temperature of the mix should be approximately 70° F _ • • . I (21 ° Q. When the resin has been stored before use at temperatures above 70° F (21 °. C), ice in a closed contairier set in the bucker of resin will help maintain the mix temperature and maximize the work life. Normally a second layer of Texture -Crete can be installed, if required, directly over the first layer within I day after placement, but not before the• first layer has hardened •sufficiently not to be damaged. Additional layers, if desired, should be placed in the same manner. Most Texture -Crete projects will consist of an initial coat of Texture - Crete, applied with a trowel or squeegee, to produce a finished grout line color. Stencils or tape is applied over this first color and a secondary Texture -Crete color is applied with a hopper and compressor giving a textured finish_ When the stencil (or tape) is removed it leaves the surface with a pattern. Additional, lightly sprayed color coats can be applied to achieve a speckled effect. The Texture -Crete material maybe retempered.. Retempering will increase the working time of the material. Any topping mixture, which has not been installed by the -end of its work life, must be discarded. Previously mixed material should not be added to newly mixed material as this may reduce working time. For hopper -gun applications, presaturate, prime, or bond -coat the concrete surface. Adjust the hopper -gun orifice to produce the spray pattern desired. Mix Texture -Crete topping material in a -suitable -sized batch and transfer the mixed material to the hopper -gun. Spray the material on cardboard or paper while making adjustments to the hopper gun or air delivery. Spray the mixed topping evenly over the surface, and allow it to start setting, trowel as desired. For these knockdown applications, use a larger orifice size and spray apply the Texture -Crete material in globs, then trowel to provide the finish as desired. Clean the hopper gun frequently and thoroughly to avoid buildup of the Texture -Crete material. Hot Weather Installation The Texture -Crete materials should be stored before use in a climate controlled area, ifpossible, or 9 Technical Special Provision Brick Texture Surfacing ' FPDI(S): 407500- 1 -52 -01 BRICK TEXTURE SURFACING in the shade. When the Increte Resin has been stored before use at temperatures above 70° F (2 l ° C), the use of cold water will help maintain the mix temperature and maximize the work life. .Hot weather installation procedures should follow those described in 17. Installation with the addition of those listed below. The concrete substrate.should be prepared and cleaned as described in 14. Substrate Preparation, then premoistened for several hours and allowed to begofne saturated surface dry (SSD). Cool:the mixing equipment, if possible, with water cooled with ice. Drain the excess water prior to mixing the. first batch ofTexture -Crete material. When mixing use cool water, or coil the hose in an ice- packed barrel to cool the water and aid in maintaining the mix temperature. Bagged or contained ice can be dropped into the resin to keep the material cool. Increte Retarder can also be used to extend working time. Texture -Crete gains strength thore'rapidlythan concrete. -The area can be opened to traffic when it reaches sufficient strength not to be damaged: A minimum of 24 hours for foot traffic and 72 hogs for vehicular traffic. During'ctiring, protect the surface from damage by other trades. Seating and Coating Prior to sealing, the surface should be lightly scraped using a floor scraper to remove any loose burrs left after knocking' the surface down, with the trowel. Using a stiff broom, agitate the surface to loosen any smaller particles. Blow the entire surface clean with an electric, high- volume leaf (landscape) blower. Do this twice to ensure all loose material has been removed prior to scaling. Seal the surface after a sufficient curing period (norinally one or two days after placement). lncrete Systems Clear Seal, either water or solvent based should be'dpplied in two coats, letting the first coat dry before applying the second. While the sealer can be•sprayed, the preferred method is rolling the material on using a solvent resistant roller cover. Applying the sealer in a crosshatch pattern will avoid roller marks and prevent puddling of the sealer. F7oor/Hardscape Maintenance , Sealed Texture -Crete should be maintained by sweeping or hosing. Spills should be cleaned up-when they occur. Heavily soiled areas may be wet - cleaned by mopping, scrubbing, or hosing. Sealed Texture -Crete hardscapes can be cleaned using a high-pressure water washer. Increte Systems Clear.Seal provides a durable finish. Reseal as necessary. Patching Damaged areas in new or old Texture -Crete should be patched using the same material and methods. The cause of the deterioration should be determined *and corrected before patching so that the need for repairs will not occur. A cavity should be cut, chipped or routed out of the topping to a minimum . depth equal to the minimum thickness of the product being used_ The cavity may cover a large area zo. Tecbnical Special Provision Brick Texture Surfacing FPDI(S): 407500- 1 -52 -01 BRICK TEXTURE SURFACING or may be a hole or a slot cut out to follow the line of the crack. To reduce cracking in the patch, the depth of the cavity should be reasonably uniform. The sides should never be featheredged. All dust and other contaminants should be removed from the cavity so that it is completely clean. Texture -Crete should be used to fill the cavity following the procedures described in 14. Substrate Preparation, 15. Mix Design, 16, Mixing, 17. Installation. ifpractical, mix proportions and patching procedures should be tested before patching the Texture -Greta topping. The patch should be sealed with Increte Systems Clear Sealer as described in 19. Sealing and Coating. To blend the appearance of the patch more closely with that of the surrounding topping, the entire area may be cleaned and re- sealed. . Warranty.Summary INCO CHEMICAL SUPPLY CO.! INCRETE SYSTEMS, INC. warrants that INCO CHEMICAL! INCRETE products are manufactured with the highest quality material and under - the 'strictest controls, and shall be. free from defects in material and workmanship at the time of its production. This warranty shall remain in effect for a period of one year from the time of its application. Remedy under warranty shall be limited to the replacement of INCO CHEMICALS/ INCRETE product quantity sufficient for reapplication to the areas affected, not -exceeding the amount originally used on said areas. Determination of the product failure shall be solely the right ofINCO CHEMICAL CO.! INCRETE SYSTEMS, INC. who may require proof of product used, quantity used, and time of application; as well as analysis of product and substrate samples by an independent testing laboratory of INCO's/ INCRETE's choice. Other, more inclusive. warranties may be used on a job . .basis (contact I NCO CHEMICAL! INCRETE SYSTEMS prior to the commencement of job) and may require examination prior. to the application and the strict adherence to any specific specifications which maybe required by INCO CHEMICAL! INCRETE. SYSTEMS for the project in question. This warranty does not apply, and INCO/ INCRETE makes no warranty or guarantee and disclaims all.liability, where product failure results from, surface condition, surface composition including any additives, sealers, or other materials, expansion joints, structural cracks or defects, faulty design, construction misuse of the surface to which the product is applied, settlement or expansion of said structure, fire or other casualty, physical damage or any other force, Influent, element or matter casually connected to other than an act or omission of INCO CHEMICAL Co.! INCRETE over which INCO/ INCRETE had control. No other warranties or guarantees are expressed or implied. Should this product prove defective, the sole remedy shall be replacement as is herein expressly provided and under no circumstances shall INCO CHEMICAL CO.! INCRETE SYSTEMS, INC.. be liable for loss or -damage; direct or . consequential; arising out of the use of ability to use this product. ii Technical Special Provision Brick Texture Surfacing - FPDI(S): 407500- 1 -52 -01 y BRICK TEXTUR9 SURFACING Availability Increte Systems Texture -Crete is marketed nationwide and internationally through a worldwide network of Increte Systems Certified Installers or Authorized Distributors throughout the world. Contact Increte Systems Inc. directly at 813- 886 -8811 or 800 7524626 for further information. END OF TECWgCAL SPECIAL PROVISION 12 Technical Special Provision Brick Texture Surfacing FPDI(S)- 407500- 1 -52 -01 FLORIDA SALES: &A 1 -033995 -53C FEDERAL SALES/USE: 59- 740013K rsoara of %.ounry t.ommissioners Seminole County, Florida PURCHASE ORDER COUNTY SERVICES BUILDING 1101 EAST FIRST STREET SANFORD FL 32771 CLERK - B.C.C. FINANCE DIVISION POST OFFICE BOX 8080 SANFORD, FL 32772 -0869 Acts. Payable Inquk*s - Phone (407) 665 -7681 Page 1 UKULK NUMbLK: PURCHASING AND CONTRACTS DIVISION - AUTHORIZED SIGNATURE for SEMINOLE COUNTY BOARD OF COUNTY COMMISSONERS FISCAL SERVICES DEPARTMENT • PURCHASING AND DNISW 11 SIRE COUNTY SERVICES BLDG. - RM. #3206 SAW-= FLORIDA 32711 PHONE: (407) 686.71181 FAX (407) 666 -7966 SUBMIT ALL INVOICES IN DUPLICATE TO: