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Home My WebLink About52081; RECYCLED WATER PHASE III PIPELINE EXPANSION; SUBMITTALS; 2006-06-05VINYLTECH VII PVC. PIPE 5uoo I TUL1ZJ1MU1E(fl1fl IPUIPN C900 DR 18 PRESSURE CLASS 235 NOMINAL SIZE (IN) (mm) OUTER DIAMETER (IN) MINIMUM WALL LIFTS PER TRUCK FEET PER LIFT APPROXIMATE WEIGHT (LB/lao') 4 (100) 4.80 0.267 16 1020 251.6 6 (150) 6.90 0.383 16 440 521.2 8 (200) 9.05 0.503 20 200 1 903.0 10 (250) 11.10 0.617 12 240 1364.4 12 (500) 13.20 0.733 28 60-80 1935.8 C900 DR 14 PRESSURE CLASS 305 NOMINAL SIZE (IN) (mm) OUTER DIAMETER (IN) MINIMUM WALL LIFTS PER TRUCK FEET PER LIFT APPROXIMATE WEIGHT (LB/lao') 4 (100) 4.80 0.343 16 1020 317.5 6 (150) 6.90 0.493 16 440 658.7 8 (200) 9.05 1 0.646 1 20 1 200 1139.7 10 (250) 11.10 1 0.793 1 12 240 1722.3 12 (500) 13.20 1 0.943 28 60-80 2445.5 C905 DR 25 PRESSURE RATED 165 NOMINAL SIZE (IN) (mm) OUTER DIAMETER (IN) MINIMUM WALL LIFTS PER TRUCK FEET PER LIFT APPROXIMATE WEIGHT (LB/lao) *14 (100) 15.30 0.612 120 1440 1935.0 16 (150) 17.40 0.696 40/60 1000 2575.0 18 (200) 19.50 1 0.780 40/60 1 1000 3165.0 *20 (250) 21.60 0.864 80 1 640 1 3900.0 *24 (300) 25.80 1.032 60 1 360 1 5600.0 C905 DR 18 PRESSURE RATED 235 NOMINAL SIZE (IN) (mm) OUTER DIAMETER (IN) MINIMUM WALL LIFTS PER TRUCK FEET PER LIFT APPROXIMATE WEIGHT (LB/100') *14 (100) 15.30 0.850 120 1440 2650.0 16 (150) 17.40 0.967 40/60 1000 3475.0 18 (200) 19.50 1.083 40/60 1000 4340.0 *20 (250) 21.60 1.200 80 640 5350.0 *24 (300) 25.80 1.433 60 360 7650.0 *Northern Pipe Products THE RIEBER SEALING SYSTEM The Rieber system provides a proven pipe joint with an excellent track record in the field. It is the fastest growing system in the world because of its many advantages. Factory installed, locked-in gasket The pipe bell forms over the gasket, making a perfect fit Avoids the possibility of installing the wrong gasket Reduces installation problems The locked-in gasket eliminates gasket roll-out during joining VINYLTEO4 VI 201 S. 61st Avenue• Phoenix, AZ 85043 AN•O1TERTAILOMPANY 602 233-0071 • 602 272-4847 Fax www.vtpipe.com The gasket is molded vs. extruded and spliced Works equally well under pressure or vacuum Three sealing points achieved vs. two LEAK-PROOF JOINTS "THE WORLDS BEST JOINT" Effective 3/14 1 -04-01 WISM16"T WCHRIPIUM, INNEEFIN H$NiILlffATAIS1tLBJM$IWuTvM VINYLTECH PVC • PIPE SCOPE These specifications designate the dimensional requirements for manufacturing and installing Vinyltech's Vinylguard Purple PVC Pipe for reclaimed water. AWWA C900-07 - Polyvinyl Chloride (PVC) Pressure Pipe and Fabricated Fittings, 4 in. Through 12 in. (100mm Through 300mm), for Water Transmission and Distribution AWWA C905-10 - Polyvinyl Chloride (PVC) Pressure Pipe and Fabricated Fittings, 14" Through 48" (350mm Through 1,200mm) for Water Distribution AWWA C605 - Underground Installation of Polyvinyl Chloride (PVC) Pressure Pipe and Fittings for Water ASTM D1784 - Standard Specification for Rigid Poly (Vinyl Chloride) (PVC) Compounds and Chlorinated Poly (Vinyl Chloride) (CPVC) Compounds ASTM D3139 - Standard Specification for Joints for Plastic Pressure Pipes Using Flexible Elastomeric Seals ASTM F477 - Standard Specification for Elastomeric Seals (Gaskets ) for Joining Plastic Pipe ASTM D2122 - Standard Method of Determining Dimensions of Thermoplastic Pipe and Fittings ASTM D2837 - Method for Obtaining Hydrostatic Design Basis for Thermoplastic Pipe Materials PIPE COMPOUND The pipe, shall be extruded from compounds meeting (PVC1120) the requirements of Cell Classification 12454, as defined in ASTM D1784, Standard Specification for Rigid Poly (Vinyl Chloride) (PVC) Compounds and Chlori- nated Poly (Vinyl Chloride) (CPVC) Com- ounds. PIPE Vinyltech pipe shall be manufactured in accor- dance with the dimensional standards of AWWA C900 or AWWA C905. GASKET JOINT The gasket shall be reinforced with a steel band and meet the requirements of ASTM F477. Vinyltech pipe shall have an integral bell end with a locked-in factory installed gasket and shall meet the joint requirements of ASTM D3139. MARKING Vinylguard is marked with two print lines on oppo- site sides of the pipe. Both sides read "CAUTION RECLAIMED WATER - DO NOT DRINK" in intervals not to exceed 5 feet. Additional marking information is also applied. The UL, FM, and NSF designations do not apply and are not printed on reclaimed water pipes. QUALITY CONTROL Our full time quality assurance staff continually administers a rigid program of Vinyltech's standard tests to maintain the production of the best pipe products available. INSTALLATION Recommended installation procedures of Vinyltech Corporation are outlined in AWWA C605, Underground Installation of Polyvinyl Chloride (PVC) Pressure Pipe and Fittings for Water. The AWWA Manual M23, PVC Pipe- Design and Installation, is also an invaluable resource guide for design and installation. ASSEMBLING THE PIPE Assembly of Vinyltech purple PVC reclaimed water pipe is easily accomplished. A depth of entry mark is on each spigot end to serve as a visual check for rapid, accurate joint inspection. Do not over insert. Remove any mud, sand, or other foreign matter from the belled and spigot ends of the pipe. Carefully clean the gasket area. With a clean applicator (a brush or hand) lubricate the entire surface of the pipe from the spigot end to the depth of entry mark and the contact surface of the gasket with Vinyltech Brand Lubricant. Brace the bell to avoid disturbing the already installed joints. Align the pipe, insert the spig- ot into the bell and push. Do not insert past the entry mark line. AN• O1TERTAIL copy VEIMTECH PVC • PIPE 201 S. 61St Avenue - Phoenix, AZ 85043 602 233-0071 - 602 272-4847 Fax • www.vtpipe.com rnm Submittal Project Submittal Date • ROMERO . Concrete Replacement PWS06-21ENG : 06/05/06 06506 GENERAL . Romero General Submittal CONSTRUCTION CORP.Construction Corporation Item No 04 1945 Camino Vida Roble, Ste 0. .. Carlsbad CA 92008 Phone: (760)930-0489 Fax: (760) 930-0681 General Information Item No 4 Revision Package Revision Description Concrete Sidewalks Curb & Gutter, Crossgutter, Handicap Ramps Reference No. . . . . . . . . . . . CSI Code 201-1 . . . . . . Item Type Product Data Submitting Company Romero General Construction Corp. . . - .. Status under evaluation Copies Required 2 • Primary Response Notes . . . .. . . . . • Enclosed please find 2 copies of the following Site Concrete Submittals for the above referenced project. Back-up Supplier 3 - Robertson's • • ... . - .. . ..• • • • - .. . 1 Mix Design 520-6-2500 2500 psi 4 slump 61 w/c 2 Mix Design 560-0-3250 3250 psi 4 slump 57 w/c Tracking Information Required Lead Time (days) Date Material Req'd on Site Required Review Time Submitting Company Romero General Required by date Construction . . . . . . . . . . Date Due 04Y25/2006 11:08 FAX - ROMERO CARLSBAD E1002 From: ac. (951)260-1429 To Romero Gon. •. Date: 4/25/2006 Time-.11:26:12 MA Page of 4 S ROTD SON'S . TD fl1 ROCK *SAND *BASE MATER ALS READY MIX CONCRETE CO rn Date concret Mix Design # SD520831 I 10- Project: . VARIOUS LOCA PONS, CARLSBAD. Contractor: ROMERO GENERAL CONSTRUCTION . Description 520-C-2500 Strength ft): 2500 psi . WIC ratio: 0.61 Slump: 4" - Sack Content: 5.53 sk: Max. Size ofAgg.: I " . Galisk: 627 Pump Type Bàom Pump (in. Wt.: 146.4 ALL CONCRETE IS MIXED AND DELIVERED IN ACCORDANCE WITH ASTM C-94. -- ggregate Weights are SSD, Moisture in Aggregates Must be Considered When Determining Total Mix Water MIX DESIGN PROPORTION Contents Batch Wt %used - Sp Gr. Volume Cement (ASTM C-150) 520 100 3 15 2.65 Fly Ash-CIassFASTMC-618.) . . . 0 0 . ..2'.33 . 0.00 nd . .1362 44 2.62 8.34 ( 1/2"x3/4" . 0 .0 •. . 2.67 0.00 1"x#4 . 1441 46 . 2.65 .' 8.71 3/&"x#8 . . . . . 313 .10: : . 2.65 . 1.89 Water 38.0 gal. 316.5 . • 5.07 INAL Entrapped Air: ,. 1.25 • . . . .. . . .........0.34 Wt- 3953 Vol 2700 ADMIXTURES: . . . . ., . . . .. . . .. •.•• .. . . None Remark The Drouect enaineer should review this mix to ensure comillance to the Droiect SDdfICatiOflS Size % -. . AGGREGATE GRADATIONS .. . . . . -. 2" 1 112" 1" 3/4" 1,2" 3/8" No 4 No 8 No 16 No 30 No 50 No 100 Vo 200 ----- 11,2" 0 100 .95 33 - 7 3 1 0 0 . 0 0 . 0 0 1" 46 100 100 95 70 38 12 1 . 0 0 .0 . O_ 0 0 10 100 . _100 100. 100 100 96 18: 2 - I . 1 0 0 0 WCS _. .44 100 100 . 100 100 100 100 99 _. 88 ___ • 9 - .7_.. —f-- cm,,bined 100 100 100 98 86 71 59 46 139 30 __:J . 22 9 .. O'I/25/2006 11:08 FAX POMERO CARLSBAD 2003 From: O.C. .(951) 280-1429 To: Romero Gen, Const. 412512006 lime: 11:26:12 AM Paf.ie 3 of 4 O SON'S ': ESSIOZ ROCK SAND * BASE MATERIALS KiG!'~' READY MIX CONCRETE NCO C24231 Date: 04/25/2006 : XP 131/07: oncrete Mix Design #: SD560831 f s.\ ã;v. Projéct.. VARIOUS LOCATIONS, CARLSBAD i .. OF Contractor: ROMERO GENERAL CONSTRUCTION I Description 560-C-3250 Strength ft): 3250 psi WIG ratio: 057 Slump 4 " Sack Content 596 sk Max. Size of Agg.: I ". Galisk.: 638 Pump Type: Boom Pump Un, Wt: 1 146.6 ALL CONCRETE IS MIXED AND DELIVERED IN ACCORDANCE WiTH ASTM C-94 qgregate Weiç'hts are SSD; Moisture in Aggates Must be Considered When Determining Total Mix Water - MIX DESIGN PROPORTION Contents Batch Wt %u.sed Sp Gr. Volume Cement (ASTM C-150) 560 100 :3.15 , 285 Fly Ash-Class F (ASTM C-618) 0 0 233 000 Sind 1348 44 2.2 8.25 1/2"x 3/4" 0 0 2.87 0.00 1" x #4 . . .1425 46 2.65 8.62 318"x#8 . . 310 .10 2.65 1.87 Wafer 38.0 gal. 316.5 ... . . 5.07 Entrapped Air .. 1.25-% : 0.34 Wt 3959 Vol = 2700 ADMIXTURES . . .. . . . None Remark: The Droiect enainer should review this mix to gnsure comnliance to thp nroitt snerifirafion. Size % AGGREGATEGRADAT7ONS . . . . 2 1 1/2" 1' 3/4 1/2" 3/8" No 4 No 8 No 16 No 30 No 50 No 100 FVo 200 1 112" .. 0 100 95 33 7 3 1 0 0 0 0. .Q 0 0 1". 46 100 100 95 70 1 1 38 12 1 1 0 0 . 0 . 0 0 2/8" 10 100 100 100 100 100 96 18 2. li 0 0 WCS 44 100..100 100 100 .100 100 99 88 69,. 49 20 7 2 Combined .100- 100 100 98 86 71 59 46 39 .22 9 3 Sand Source Robertson's Rialto Rock Source: Robertson's Rialto Cement: Portland Cement Type tIN _yash: Class P . . . . - 1) 685-2200 ext 381 . 200 S. Main St., Ste 20 Submittal • 11ZOMER0 Project Submittal Date Concrete Replacement PWS06-2IENG 06/05/06 06506 GENERAL . Romero General Submittal CONSTRUCTION CORP Construction Corporation item No 05 1945 Camino Vida Roble, Ste 0 Carlsbad, CA 92008 Phone: (760) 930-0489 Fax: (760) 930-0681 General Information Item No. 5 Revision Package Revision• Description Expansion Joint Filler and Joint Sealants Reference No. ••' - Cs, Code 201-3.4 Item Type Product Data Submitting Company Romero General Construction Corp. Status under evaluation Copies Required 2 Primary Response Notes Enclosed please find 2 copies of the following Joint Sealant Submittals for the above referenced project. Tracking Information Required Lead Time (days) Date Material Req'd on Site Required Review Time Submitting Company Romero General Required by date Construction : • Date Due • The Ot~ginaf ZIPSTPIP XNROL JOINT Designed In eliminate sn.idorntruckThg in all vnnintionsoari-grade \ " \' - •--•- bn.Ziitmip is thaecociomic alternative In too, cutting to pruAda driveways, psta decks and various ioltinr wo1Insoys %141--en la--din t4t-up crinttructicr. IIDQFO. 2ipe-tr le—ewes no t9legrophed Ines in the panel oouls after they are robed elcimolmriy the reed for c'onlly reputi'. CUPITROLifO CI]2CRE1T CRIvCKLFG MADE EILiER! 21-IXID 1" itt 5214-a. 5th 'tl-CSC 1 I 5o pm- ti par- 21-1-112X10 i'll 2i1X12 r 12 pas. wit 24 -7-KID I 2' 21-1412X1D •1-17 ID &xr 2t-202@ T It' 50 M. Ffir Insert ZPStriP in Three Easy Steps ,--•_;.. •- oo111o] arnoonohapod ploslit stfp,miiiitosm IJ5 Eck and a1ttasl —_- - • deep with doitcirablo S]lttav-.or y6i&- ovine, ,ieDsti4-uhIe aihor to prove my.ernWoi cencroto k petted Ic a nDs.yht wine (cc thooJnseriet into the void no Thai diatop is wtfthe au of the wet concrete the lop is than tistachad Iroa.the ain.oe'cIiooln1 Si givuord ye11 and oritippltj encsiioraTht conointo is then (bated In 1]] at wide edjoocari to the snow somn. tnetalistinnFuth the ubahtedge FInceZiSttititnThthe svporntior ca!Tfrt Intl irc the ytel consw.. until Of Zipec lags on n ,srlee CWtCJVB- 20i4-5np[5inoopererc0end etmnareawaoie.It This parts the 000ratalu i rare at thu saw areroW. the top cthfarrnr perThon is epetotndprnaoeIordy, run be essiy in ZlSaip may he intreiled ea wiappod back loputher b€beri placing into thcnticrets. MCtdUECT.cAwo llff- Z(c.St,ip cooler aipt4-w- toot, - and is the nia.tt asaedooeThodobcrea1lnp o weaens plTii -::- --Si jolefloiconoisudvceaZhnSlpersSivarIytneo Aft woolneos Iii a conrinto (bar yehl:h icnLres ooi,nt modern - IC) ca-nehino. Pelcrwtho ioifiti, ke5raie matting cakes pTece ornurid thaecgrerlawth:h lenin omnna-o!-lockjcn xi] but sifts oithe jiSniip lena jsjetien hi. 10 FT I4LUMMIIJM STRAIGHT EDGE hit cofl'rate m friehodni the — T4 hiLlrrn n- Slosn-'tEdi-ii n L'It tjl-. hi.1Ioi2r zlurrin.m won mennor. ha I'ptoigfil O?h$-10 25 U.ywbox 1pttbin A POLYFOAM Pobinani isa nor craes [irk, limitde poPaihlenelmrasatiui o if'n' orure thteone = cut. It in ornr in cadent esaicrute appicotician vArrP evpoTannpsirl is reqnired. !tnr theooifacn]ttre vIa'eix-finitlrtl. the lnt,117 pnrtba tO po?ilanmcsn be onarutud ' ondrerteayd(romil-.e heotci puiionccoo1ir.o Wind V. 6-. nut cneitho stab. Lniscntber orpolpnolfr otalotte ctia thaun be p.xctd rtn the cod. - ' ide. Cetlay hue lirilnmrLiaroflo lVrir 1(el-ifFa125 4-2 2i-I1e. Fl-fl t.'nhilee -1'xtxt]tt' III - Wren ]Mn3a OPt' 20 Ifs K43 w- wi -ipoi, oi 24 rn;- I[-b Wine ill r3xIn1 20 lO an.- srerredsrtl Pt-s Wjjia 1ff x tu 15 24 bet ________ pv~• Ya r7a-I,-ra&c 12 ltt-iI tbte i? 0(0 iw- IC- Zr Iran. P0-I13 (1,-ct if4'a4xIit It, 241k. P1-SO tInt ( - IaflutiS' 12 141k. - P0-16 elna* 1tha1n12h 7 221k. • if-LE Elvak 117x7a67 211 191bn • Ff-Il EJre3 tacaSit 15 If-ilL Rrk 11206'sthb ID 29L. t4-W Ole-h' 1/7nt th I SAL E FOAM - 1laciFonr ra ,jt-rulrs1 twth lirtjrk't,i,r i-I rt]s1ur /Z - - - 17o,d7t!2 vt,ih Rdue.,m Wii ii WaIlkrrecnofiwirlbe-,dtoaevl idod1I t105'tsfltoileeo]]l alh',icwlm.nrrrlcir nxlrtflm-adaanzt,rnzet,ZM in j xtoatiruIo:Lactovsapneloupoen to; nxLialvsr. - -'---_ lie. Ranthspe,.bendJr tsIDid SS-3 • -l(1r3-lr2'xIt(T Illie. - SO-h-- ilros-lmrelig-7 - 10 • I4-lcu• - 1P-o ?-112 s 10(1 1 IPlee, -- - ao DECKS TRIP A TYPE Eeps'isk-e vinier slot ir,ado cii ysiy.in4 otbisijrund pdenna'n-nrd p • • —er-- swirrrrring nu1i. docks, pakoi av1 rnnlknpa.POcr,tv-ansnecnnlml jut-i! modohe.Dc&'is-baoriidw Intietolng thu Iop1ope6'ci eayniwt area s - TO' . dorio cwnvtot-tlier,. tiyo is soiroitod u.hoi- cnrctlrt.clioi it cionpl(1a Net fenigol tlofar hit]oz Rdflee 22 WI) • 12 111, Vilirti - iiflpci. 48:r - - - fl1&GiTanLudall1eancisIaysfrrwo' - - ,-:----VOIDCAP - impregnated eKpansion joint, the top section can be separated hcun the 'v k.1tnnnsstoclioccreothg a bIt X ifr void or. the sorfeu' of the cacicrein. Aba!Jid eojhbne caulking seslanrlpc'lwstficie.) cantor pcuuied into the mold on top of the rcrr.vieing cap. The Cap acts as barrier inaiint emireton at chemical eenpoe-e In ltuo sw-lore ut the coricidip. I . o, lO0dTh Lcnob 01tt]er Rifler f1 21-Vt-Sit. sIi1r 21? %t1503 I' lOOt h(Ipes 10th - r1 2I-tE-5(b W I LT I I 21MC-750 114 .10 fl. 50P nt I I sicno sc- i i,'z- I s - 2bt-ntDl !fl lOft otyts. 1120 I I iI-5t-tTh I 1' 1 t[' 2iMIC47-5 AT lOft 53 ca.. 51(1 degussa., creating essentials SONOLASTIC® NP 2TM . • . - )OI1/LiItJi1 SIIIIaIIIJd - ;. •.. * PRODUCT DATA Iuiji.T7I J9Zi yiet I .................................... I I l'l Description Features Benefits NP 2 is a three omponen highly , ltpii noy P14 C P. IJJ)f I J 'qdproeppto rnoyprt flexible. nonpriming, high-performance Resistant to weather, airborne pollutants. Long-lasting performance on all applications polyuihane sealant. It has been and cherriicals successfully tested for joint movement hi Ill I or d 4. ii Ii of PIUS rninus 50%. Choose from 40 popular stock colors and 463 standard NP 2 accelerator available Use for cold climate applications; colors. speeds initial cure 1 1SRfObPrnPl9rPr4I9fla r)bl '1 ifp rq,ro III Ii Yield Excellent gunability over a broad Speeds application . See page 31cr charts Packaging temperature range . . . UL listed Passes 4 hour, 4 inch, fire and hose stream test - i 1-1/2 gallon units n 2 gallon when used with Ultra Block' (5.67 L) pails . . . . 3 gallon unit in 3 .1/2 gallon II 1.3 L) pails -. - Available in pretinted colors: Storage . LOCATION Precast cray and Limestone 1-1/2 gallon units in 2 gallon Stare in unopened containers in a cool, clean, d -' Horkontal and vertical joints 5.67 LI pails area. Do not open containers until ready for use. Interior and exterior 3 gallon units in 3.1/2 gallon . Immersed in water 111.3 LI pails Where to Use .., . SUBSTRATE •. Colors APPLICATION e Concrete 40 standard, stocked colors are u Expansion joints - Masonry available, Refer to the Popular Curtain walls . . for Sealants and AluminumAluminumPalette . . Panel walls Marble Waterproofing. . 463 standard (nonstocked) colors Precast .units G a it are also available, and custom Perimeter window. caulking - • Brick matching can be done upon request. EIFS . Stucco Refer to the Sonneboi'n Color lilt-up panel joints - Limestone Portfolio. • . Vinyl siding Shelf Life Wastewater treatment plants 1 year when properly stored Darns Spillways and storm drains - . • Wetwells and manholes • Parking decks • ISonneboiH .-. -• •. sQNNmohN° PRODUCT DrA . -. nrr S Technical Data . . Composition ., Test Data . . NP 2 is a three component polyurethane product I ltI5' i T'MJ)t-l9P 1 iu ii I i I I I Coinpliances Tensile sirenuth, psi (MPa) 160 1. - ASTM 0412 ASTM C 920, Type M, Oracle NS, Class 26, ultiinatxnelontjalioii at bn,alç % 280 - ASTM 0412 - use NT, T., 13, A, M, and I and color change Passes ASTM C 510 Federal Specification 17-S-00227E, lype II, Type (no visible stein) Class Corps of Engineers C10-C•506 Extrusion rate, sac, 0 ASTM C 603 hrs after mixing .. Canadian Standards Board CAN/CGSB-19.24- -' - ... .------ . -.. -. MOO, Classification MCG-2-40-A•N, No. 81029 Rolucel (how). Nonsag - ASIM M9 at 120' F (490 Cl . . . Canadian approval for use in establishments -.--'----•- .- ..-. __ that handle food Hardness, Shore A : ASTM C 661 At standard conditions . 25 USDA compliant for use in meat and poultry After heat etitig (max Shore A:50) 22 areas --.•- _-_____________ Tack-Iran tune, hrs, . <46 hours ... ___________.. ASTM . C 679 Underwriters Laboratories )flC.w classified (maximum 72 hrv( (fire resistance only). .• . ....._____________ Bond durahillur, %, ±2S ASTM C 719 on gleeS, aluminum, arid concrete Typical Properties , Weight loss alter hE3dL aging, % -. 4.7 . ASTM C 792 - - : :1IfIiiU6 ,; Cracking and chalking, None -- . AS'iPA C 79 11perdture range, " I 1° Cl 40 LU 160 . after heat eying W (.40 to 82) -_-•• -• ___________-. Artificial weathering. Passes . ASTM C793 Expected hi0. Up to 15 yams. Xenon arc, 250 hours Shrinkage None - Artificial weathering, No surface cracking ASTM 0 26 Xenon arc, 2,000 hours - Adhesion in puch, on glass, uluizihiiuni, >10 - ASTM C 794 and concrate' ph . Adhesion in peel,e after UV radialioD >10 ASTM C 794 through Ihlass, ph Water imir-ariiori, 122' F (50k C) Pasuos 10 weeks with ASTM C 1247 - mOV5ffl0flt cycle . * Printed fur waiw irvin C ereiondicxewd by ASTM Zó. Guncroce and aluminumprimed with 733: 91555 priuwd with 755 Mt ituhtu are Lypicel values obtained uridur laboratory conditiun, ii880118Die variutiwix t3iI be expected. How to Apply Joint Preparation The number ol 1oints and the joint width should be designed for a maximum of s25% movement. The depth of The sealant should be one-half The width of the joint. The maximum depth is 1/2° (13 mitt) and the minimum is 1/4° (8 mm) Maximum recommended joint width is 2°. Refer to Table 1 on next page, S TABLE 1 3. In deep joints, the sealant depth must be Joint width cud Sealant Depth controlled by Closed•Cell Backer-Rod or Soft Backer-Rod (see Form No.1026342). Where the Joint )NIIMML h I fit (ylPFllN7 (N (fypy) depth does not permit the use of backer rod a bondbreaker (polyethylene strip) must be used to prevent three-sided adhesion. For horizontal joints, 1/2 - 3/4 113 191 - 1/4— 3/6(0— 10) use Closed Cell Backer Rod, 3/4-1)19 -26) 3/9-1/2(10-13) 1 - 1.1/2 125 38) 1/2(13) - : SONNE6C9N'IF1O5UCT DATA NP 7' Yield . . . . LINEAR K. "r PER GALLON.. .. 'Ii I I ii I 'P1 l1 I 1 ,J i 1/4 . 308 205 154 . - - .122 -- - — - 82 65 58 51 51 44 39 METERS PER LITER . . . . . . .. i1otlr 100, I I IMFIl I 6 I I 1,/j I fI I I'1 6 24,5 . 16,5 12.4 95 - -. T- - •. 8.6 . 5.5. 4.7.- 41 - - - - 41 - 35 30 . To maintain the recommended sealant depth, METAL . . . . . . For immersion applications, Primer 733 must be install backer-rod by compressing and rolling it into Remove scale, rust, and coatings from metal to used. the joint channel without stretching it lengthwise. expose a bright white surface. Remove protective Apply primer full strength with a brush or clean Closed-Cell Backer-Hod should be about 1/8 (3 mm) coatings as well as any chemical residue or film, cloth. A light uniform coating is sufficient for most larger in diameter then the width of the joint to Aluminum window frames are frequently coated surfaces, Porous surfaces require more primer; allow for compression. Soft Backer-Rod should be with a clear lacquer that must be removed before'however, do not overapply. approximately 25% larger in diameter than the joint the application of NP 2', Any coating that cannot be Allow primer to dry before applying NP 2" - width. The sealant does not adhere to it, and no removed niust be tested to verify adhesion of Depending on temperature and humidity, primer will separate bondbreaker is required. Do not prime or . sealant or determine an appropriate primer. Remove be tack free in 15— 120 minutes. Priming and puncture the backer-rod. any other protective coatings or finishes that could sealing must be done on the same work day. Surface Preparation interfere with adhesion. . . Mixing Surfaces roust be structurally sound, fully cured, Primlu8 . . NP 2 is a three-component system and must be dry, clean, free of dirt, moisture, louse particles. oil, 1. NP D is generally considered a non-pri rniiitg thoroughly mixed before use. The oversize Part A grease, asphalt, tar, paint, wax, rust, water- sealant but special circumstances or substrates container allows for the addition and mixing of Part prootings, curing and parting compounds. and may require a primer. It is the user's responsibility B and Sonolastic' color pigment into Part A. membrane materials. to check the adhesion of The cured sealant on 1-1/2 gallon (5.67 L) unit: Transfer entire CONCRETE, STONE, AND OThER MASONR wiY typical test joints at the project site before and during application. Refer to product data sheet on Contents of Part B to Pam A container using a Clean by grinding, sandblasting, or re brushing to Primer 733 or 766 (Form No. 1017962), and consult spatula or a margin trowel, expose a sound surface free of contamination and Technical Service for additional information. It is imperative that Part B be mixed thoroughly laitance. . . with Part A. Before adding Sorrolastic pigment, ' . . WOOD . .. scrape sides of container to insure complete mixing New and weathered wood must be clean and 1A9LE 2 of Parts A and B. sound. Scrape away loose paint to bare wood. Any Working limes, hours coating that cannot be removed must be tested to I ii ' I I I' inar nrprçyj I , a' verily adhesion of sealant or determine an appropriate primer. - No svceIrator . 2-3 . - .1-2 4 -6 w lacceleratet 1 —2 .. <1 2-3 . Zacccilorators SONNEBanN F44®UOT ODrA - NP 2' .• S. With a slow-speed drill and sealant mixing For Best Performance Health and Safety paddle, mix 4—B minutes. The paddle blade must • Do riol allow uncured NP•2'to come into contact NP 2 PART A be kept below the surface of the sealant to avoid with alcohol-based materials or solvents. Warning whipping air into the sealant. • Do not apply polyurethane sealants in the NP r Part A'contains' mineral spirits, calcium Transfer the entire contents of the SonolasticO vicinity of uncured silicone sealants or uncured carbonate, toluene diisocyante. 1, 2, 4 triinethyl pigment can into the mixed Part A and B. Use a Sonolastic 150 with VLM Technology, or benzene, naphtha-light aromatic. titanium dioxide, spatula or knife to remove all the pigment from the 150 Tint Bass. and crystalline silica. container. Continue mixing with zi slow-speed (500 - 600 rpm) drill and slotted peddle until color is Z' should not come in contact with oil-based Risks uniform. During the process, the aides and bottom caulking, silicone sealants, polysulfidas, or . fillers impregnated with oil, asphalt, or tar. May cause skin and eye irritation. May cause of the container must be scraped severaltimes to dermatitis and allergic responses. Potential skin obtain a complete mix. Do niol. apply epoxy-based coatings in the and/or respiratory sensitizer. Inhalation may cause G. 3ga110n (11.37 L) unit: Use -2 Part and 2 viCiflity, of uncured NP 2. , irritation and intoxication with headaches, dizziness Sonolastic pigment containers for each Part A • Do not apply to freshly treted wood: and nausea. Ingestion may cause irritation. Reports container. Mix as instructed under 1-1/2 gallon treated wood must have weathered for at associate repeated or prolonged occupational (5.7 L) unit. least 13 months. ' overexposure to solvents with damage to brain,' 7, The pot life of mixed NP 2 is influenced by. • Do not open containers until ready, for use nervous system, liver or kidneys. INTENTIONAL MISUSE temperature. See Table 2 for specific data. NP 2' • Units are prerneasured: do not use partial units, BY DELIBERATELY INHALING THE CONTENTS MAY BE HARMFUL OR FATAL. accelerator or extender may be added to adjust the • NP 2° may yellow in the presence of unvented Precautions ' . initial cure rate. artificial heat; this is a surface phenomenon that Application does not affect sealant performance. .KEEP OUT OF THE REACH OF CHILDREN. Prevent Except when unusual job conditions dictate the • When NP 2° iS to be used in areas subject to contact with skin, eyes and clothing. Wash thoroughly after handling. Use only with adequate of knife or spatula, apply NP 2' by professional continuous water immersion, cure for 14 days at ventilation. Keep container closed when not in use. k gun loaded at the jobsite. Fill joints from the 0 70' F (23' C). Allow longer cure times st lower DO NOT take internally. Use impervious gloves, eye itom up to the exterior face by holding a properly temperatures. Always use Primer 733, . protection and it the TLV is exceeded or used in a sized nozzle against the Joint bottom. . . Do not use iii swimming pools, or on other poorly ventilated area, use NIOSH/MSHA approved - Proper tooling ensures the correct bead submerged conditions where the sealant will be respiratory protection in accordance with applicable configuration and a neat joint. Equally important, it exposed to strong oxidizers. Avoid submerged ' federal, state and local regulations. Empty ensures maximum adhesion to the sides of the conditions where water temperatures will container may contain hazardous residues, All label joint For best results, dry tool. DO NOT use water exceed 120 F (50' C), ' warnings must be observed until Container is or soapy water to tool, Avoid overcooling of sealant. • Horizontal joints subject to traffic or intermittent commercially cleaned or reconditioned. - 3, Best practices dictate that all caulking and . pending of water require the use of primer, Call . First Aid sealing be done when temperatures are above 401 P Technical Service for details - In case of eye contact, flush thoroughly with water (40 C) to avoid application to moisture-lad en , Substrates such as copper, stainless, and for at least 15 minutes. SEEK IMMEDIATE MEDICAL surfaces. Moisture on substrates will adversely a fft adhesion, galvanized typically require the use of a primer; ATTENTION. In case of skin contact, wash affected ' Primers 73 or 766 are aceep-table. For Kynar areas with soap and water. If irritation persists, 4, Application may proceed as low as 20° F (60 C) coating use Primer 733 only. An adhesion test is SEEK MEDICAL ATTENTION. Remove and wash if there is certainty that substrates are completely recoirii'néiided for any other questionable substrate. contaminated clothing. If inhalation causes physical dry, free of moisture, and clean as described under • Do not use as a cap, heel, or toe bead for ' discomfort, remove to fresh air. If discomfort persists Surface Preparation. exterior glazing. Refer to Sonolastic° 150 or any breathing difficulty occurs or if swallowed, Clean Up , product data guide (Form No, '1026309). SEEK IMMEDIATE MEDICAL ATTENTION, Immediately after use and before sealant has cured, • Use only ccilur packs designed -for use with NP 2".. Refer to Material Safety Data Sheet (MSIDS) for clean equipment with Reducer 990 or xylene. Cured • Make certain the most current versions of further information. - sealant may be removed by cutting with a sharp- product data sheet and MSDS are being used; Proposiliun 65 edged tool; thin films by abrading. call Customer Service (1-800-433.9517) to verify '. This product contains materials listed by the state Curing the most current Version. of California as known to cause cancer, birth 1. NP 2'cures by a chemically controlled reaction. • Proper application is the responsibility of the user, defects. or other reproductive harm. Initial cute is within 24 hours, and complete cure ' Field visits by Degussa personnel are for the - voc Content takes approximately 7 days. Allow 14 days cure at purpose of making technical iiacommenclations 0.44 - 0,67 lbs/gal or 53 - 80 gIL, loss water and 70' F (23' C) prior to water immersion. Cure rates only and not for supervising or providing quality exempt solvents. dependent on temperature and humidity. conird on the jobsite. - The initial cure rate of NP 2' can be adjusted for seasonal and geographic climactic conditions. See Table 2 for use of accelerator and extender. ' ' ' 105M PRODUCT DATA NP2' PART B . . NPZ'ACCELERATOR ., Warning . Warning . . NP 2' Part B contains toluene diisocyanate mix. NP 2 Accelerator contains mineral oil, and '. Risks . 2-othyihexanoic acid. . . May cause skin, eye, or respiratory irritation. May Risks . . .: cause dermatitis and allergic reactions. Potential May cause skin, eye or respiratory irritation. May be skin and respiratory sensitizer. Ingestion may cause absorbed through the skin. May cause dermatitis and . irritation. . allergic reactions. Ingestion may cause irritation, .. . Precautions Repeated or prolonged absorpHon may affect the . KEEP OUT OF THE REACH OF CHILDREN. Prevent kidneys. . ... .. contact with skin, eyes, and clothing. Wash Precautions thoroughly alter handling. DO NOT take internally. KEEP 01.11 OF THE REACH OF CHILDREN. Prevent . : Ingestion may causa 'irritation, Use Only with . contact with skin, eyes and clothing. Wash S adequate ventilation. Inhalation may cause thoroughly after handling, 00 NOT take internally. irritation, Keep container closed. Use impervious Use only with adequate ventilation. Inhalation may gloves, eye protection, and if the 'ftV is exceeded or cause irritation. Keep container closed. Use . . . if used in a poorly ventilated area, use impervious gloves, eye protection and it the TLV is :. S NIOSH/MSI-IA approved respiratory protection in exceeded or used in a poorly ventilated area, use . . . accordance with applicable federal, state, and local NLOSH/MSHA approved respiratory protection in regulations. , . accordance with applicable federal, state and local First Aid regulations. In case of eye contact, flush thoroughly with water First Aid.. . . .. .. .for at least 15 minutes, SEEK IMMEDIATE MEDICAL In case of eye contact, flush thoroughly with water . . . ATTENTION. In case of skin contact, wash affected for at least 15 minutes. SEEK IMMEOIATE MEDICAL •. ' areas with soap and water. If irritation persists, ATTENTION.. In case of skin contact, wash affected SEEK MEDICAL ATTENTION. Remove and wash areas with soap and water. If irritation persists, contaminated clothing. If inhalation causes physical SEEK MEDICAL ATTENTION. Remove and wash discomfort, remove to fresh air. If discomfort persists contaminated clothing. It inhalation causes physical ' or any breathing difficulty occurs or if swallowed, discomfort, remove to fresh air. If discomfort persists SEEK IMMEDIATE MEDICAL ATTENTION. or any breathing difficulty occurs or if swallowed, Refer to Material Safety Data Sheet (MSDS) for SEEK IMMEDIATE MEDICAL ATTENTION. further information. Refer to Material Safety Data Sheet (MSDS) for Proposition 65 further information. . This product contains materials which are known to Proposition 65 . . . the state of California as known to cause cancer, This product does not knowingly contain materials S birth defects, or other reproductive harm. which are known to the state of California as VOC Content known to cause cancer, birth defects, or other 0.07 lbs/gal or 5.09 g/L, less water and exempt re-productive harm. . -. . . solvents. VOC Content .. . U lbs/gal or 0 g/L, less water and exempt solvents. For medical emergencies only, call ChemTrec (1900-424-9300). B I • . . • • • . • s_ Jf Li jr • - . •• - • • &b P ; z 0 I .2 I -!: . . . - nr •• r-•. FF • : . . 0• 2.! U Submittal • 0 11 tiF j Project Submittal Date Concrete Replacement PWS06-21ENG 06/05/06 06506 GENERAL Romero General Submittal CONSTRUCTION CORP Construction Corporation Item No 06 1945 Camino Vida Roble, Ste 0 Carlsbad, CA 92008 Phone: (760) 930-0489 .. Fax: (760) 930-0681 .' . ... General Information . Item No. 6 . Revision . Package Revision Description Asphalt Materials . Reference No. . . . CSI Code Item Type Product Data Submitting Company Romero General Construction Corp. Status under evaluation Copies Required 2 Primary Response . Notes . Enclosed please find 2 copies of the following Asphalt Submittals for the above referenced project. . Tracking Information Required Lead Time (days) Date Material Req'd on Site . Required Review Time -. Submitting Company Romero General Required by date Construction . . . Date Due NAY-31-06 WED 12:18 PH CCC FAX V. 8585492565 P. 03 California o Conimrcia • Asphaft,LLC • __ Mphalt Concrete Conformance Report .. TO Al 1N TASMIN FROM: RANDY HELTON : DATE 5-31-06 - CONTRACT CARLSBAD CONCREIC REHAB SALES QUOTE 06--2997 JOB //; 6506 . CCA, LLC SAN MARCOS PLANT ASPhALT CONCRETE MIX DESIGN Standard Specifications for Public Works Construction Green Book Section 203-6 3/4"Max,mumCo.rsc Type lB Sample No #1 - Bin #2 - Bin #3 - Bin #4 -131n M I CornbMedl Specification % Used 38% 260/a 24% . . 10% 2% Gradalion Type I B - Sec 203-6 • Sieve Size 100 100 100 100 100, 100. 100 3/4" 100 100 100 82 100 98 87400 1/2" 100 1001. 74 14 100 85 70-87 3/8" 100 91 15 4 100 68 55-76 114 100 23 . 41 100 47: . 35-52 SI 4 .100 34 2240 . #16 . •• . . 100 24 #30 . 41 . . . •• . _______ : 100 . . •. 18 8-24 . ff50 . . 28 •• . . . 100 13 100 9 #200 (Wash) . . 9.7 . . 6.:% - 0-7 1-Iveem Density . 147 7pcf CA 366 Max. Theo. I53.2pct' .3.6% Air Voids . . Sand Equivdl&.nt 59 CA 217 min- % Cruhed 99.6 . • CA 205 •••• •. . . • 25 Min. Moisture Vapor 33 •. . CA 307 . • . . .• . ___. . . . . .. .. 25 Mm. Stripping •. None . CA 302 .. . •. . _. 25% Max. LA Rattler @100R0v 31% CA 211 45 Max • @500 Rev. •. 17.1% • . • •• - • • Swell 0.014 CA 305 00O Max llveem Stability 40 CA 366 •••• • . -•. • . • 35 MIII. Recommended use of 5.2% Asphalt by Dry. Weight of Aggregate PG 64-10 Note '.-The he maximum density should be verified cm [he date of actual production .or When tho tcstctnp is placc.d ftY31-06 WED 12:18 PH CCAC FAX NO 8585492565 P 04 California, Commercial S Asphalt, LLC Asphalt Concrete Confonnance Rtpor .• . TOROMLRO AfTh TASMIW FROM: RANDY HELTON • DATE 5-31-06 CONTRACT: CARLSBAD CONCRETE REHAB • SALES QUOTE f: 06--2997 JOB #: 06506 • CCA,LLC - SAN MARCOS PLANT ASPHALT CONCRE'1 MIX DESIGN • Standard Specifications for Public Works Construction . Gri.en flook Section 203-6 1/2"T)Qnse Medium C2_______ : Sample No #1 - Bin #2 - Bin #3 - Bin #T-Bin M.' Combined Specification % Used 40% 40% 11 0% ,. 2% Gradation Dense Mcd C2 - Sec203-6 . Sieve Size . .•. 100 100 tOO 100 100 100 100 tOO 74 .- 100 .95 95400 3/8? 100 91 15 . 100 81 ... 81 . 72-88 • 94 100 23 4 100 52 . 46-60 #8 . 81 4 .. . 100 36 22 .• #16' :57 . . .. .. 100 .25 . ••• . . . 11-30 41 . •• . 100 .. 18 . . 15-27. 450 . . 28 , • . 100 .13 10-20 #100 18 . . . . .99. . 9 . ..•• . 4200 (Wash) . 9.7 . • _________ I.: 99 -.. . 2-7 146.4 152.2 3.8% Hvem Density . C 66 A 3 Max. Theo. Air Voids Sand Equivalent 59 CA 217 50 Min. % Crushed 997 . CA 205 . . . . . . . . 25 Min Moisture Vapor 31 •• CA 307 •••' •• . .. : 25 Min"H Stng None CA 302 25%M'x LA Rattler .. 160 Rev. 34% CA2II 45 Max. 500 Rev. 183% Swell . 0.015 CA 30 . .. . : . .. ' 0.030Max. . . 1-lveem Stability 38 CA 366 33 Mtn. Recommended use of 5.6% Asphalt by Dry Weight ofAggregate PG 64 TO Note The maximuni density should be verified on the date of actual prodticuon or when the test strip is placed IIAY-31-06 WED 12:18 P11 CCC FX NO. 8585492565 . . P. 05 California, pro, Commercial . .1 • Asphalt, LLC • . •• Asphalt Concrete Conformance Rep TO: ROMERO . ATTN: TASMN DATE 5-31-06 . . . . . . •. . . . •• CONTRACT: CARLSBAD CONCRETE REIIAI3 •. . • SLAES QUOTE #: 06--2997 JOB #: 6506 . . . . . . . CCA,LLC- SAN MARCO$ PLANT •. . . •• •• ASPHALT CONCRETE MIX DESIGN Stdnd4rd Specifications for Public Works Construction Green nook Section 203-6 3/8" Dense Fine Class D2 • . . . .. . . . . . •• • :. . Sample No 91 - Bin #2 - Bin #3 -Bin #4- Bin MY. Combmed[ - Specification % Used 50% 48% 0% 0% - . 2% . Gradation 3/8" Dense Fine 1)2 Sieve Size . . ________. • .. 100 100 - • 100 .100 .. . . . ....• . . /211 100 100 100 100 100 3/8u 100 91 96 95-100 . #4 100 23 . - 100 637.58-72 1/8 81 4 100 - 44 - 34-48 57 1.....• 100 31 /130 41 . . . 100 23 18-32 #50 28 . • 100. . #100 99 -.11, . • #200 (Wash) . 9.2 . . •• .99 6.6 .2-9 1-Iveeni Density 145.5 CA 366 Max Theo. 151 9 42% Air Voids Sand Equivalent 59 CA 217 50 Mm % Crushed 997 CA 205 - 25 Min. Moisture Vapr 30. CA 307 • . .. . . .. . : .•-• . • 25 Mm. Stripping None CA 302 25% Max LA Rattler .. . . •• . . •• . 106: Rev, 34% CA 211 45 Max.. @500 Rev. 183% Swell 0017 CA 305 0030 Max - -- Hveeni Stability 36 - CA 366 Recommended use of 6.011a Asphalt by Dry Weight of Aggregate Note The maximum density should be verified on the date of actual production or when the test strip is placed S __ / CONSTRUCTION 0NSTRUCT0N CO., INC. 4 tO454 COISWU Carlsbad Municipal Water District Recycled Water Phase lii Pipeline Expansion Segment No. IA & 7 Contract No. 52081 SUBMITTAL TRANSMITTAL FORM DATE: 06/26/2015 SUB-012 FROM: Ferreira Construction Co., Inc. dba TO: Ferreira Coastal Construction Co. Carlsbad Municipal Water District 15188 Vista Del Rio Avenue 1.635 Faraday Avenue Chino, CA 91710 Carlsbad, CA 92008 Phone: (909) 606-5900 NO. OF COPIES: 1 ATTENTION: Robert Fitzgerald SUPPLIER/SUBJECT OF SUBMITTAL EQUIPMENT NO. SPECIFICATION OR DESIGNATION DRAWING REFERENCE Traffic Control Plans 7-10.3.6 I hereby certify that the (equipment, material) shown and marked in this submittal is that proposed to he incorporated into this Project, is in compliance with the Contract Documents, can be installed in the allocated spaces, and is submitted for approval. (Check one): X / With no exceptions Except for the following deviations Title: Project Engineer Javier Flores Date :Qj9(Vfc Company: Ferreira Construction Co. Inc. dba Ferreira Coastal Construction Co. N:\ProjeetsFCC 228- Recycled Water PH3 Carlsbad $2.086,190.0C\190 Ssleniltals\Sstrmirlrrl Forrn.rloc ....-H! -- 000')- .0 1 )PNbA1) VI)! 451 IJ ' w2O.i. C AVE OLLEGL POSTED 40MPH - -- : - - [t ,//-r')! LA PNINSUOR 1.040.1, MAl'Nro/il lAND -,wAvEt. COCTO00I2rAINCE07 CQLLEDE 07041.1, IOIUWIwONVO 4091) OMERNENCO AVE 1-000227-200! TEO,VICEOOT AII.T)MEO woVwhc.,w4NVoNVoN ,,,, 1T 'C C1AD WZO ALL CONE PACING WILL 13E 2' (JNL Oil ILfl1AJ15L NOTED '1&N LE&END CAL? SAD LAGf: • W201 w2m 40iR) W4.2 Iu0 \ 1.) woo-i I ie0 I 001 CHAIHI)M -IPfl ow w,o-o- 0000 0 woo 0400 '-1- vfl DR - - - - POSTED 40Mph - w— :./ •- — - i-woo.5101 -, / ,- 'ol •.-- I 000000 'W20 5 000I,M4ACKAVE - BK P00 rED OOMPH W20.1 00000007 // /1 2(070.1 00.0000. 00 0' 00 -. t'0'0 00 00.0 0' 0011000000000 #.5 7Y6 rPV ,qpe.' c0IL- 5 £' /7i,q7 C-PlC H C47'v7 Pr C0&51 A ION!, DETOUR-PLAN / CARLOAD ALL CONE PACING WILL BE 25 UNLE OTHEflWWE NOTED CAHLSMADV!L4oFL21 -\ - POTTED 40MPh - — 77. 1 W20.1 WALL siGN LEGEND : .1t I 'RON hIARHOcH - W20-1 PR AR A POSTEO4OMPH O4hn33Th',C AOAGAI '_ -: I - - - WO?ILl A 0IL) - 'A L TRAVEL ~ANK ---------= - RD 30 901C0} ,_ 12 CN]Cfl' -- -- - - - - -- - IUN]'A 1OAIni,At3rmflIN4I,1bI rot ALL )IF AntS AN) 1100,1 NI - CAR OADP IT OooA "1111-- 't' 01,11 IL, OA2000RAA 'i 1 Ii 10l1 I I I I 1/ IN I DI? if I. I II I! WZO.l POSTED 35 MPH NOTEL / OAnAA32 AAA. A 'AA "'A ____ A AIDVORAnOAAROA 001 10011000 IRW PEASE III PIPELINE SEGMENT I '" P 0.1011-' N 01 00000 000 ROIl ERREIRA COASTAL flCRA000 NNR' 0001 01 L 00 35 , 0000 AO3020A00 esr 9A' X'7w v&'sJ& -/ 4i ' lydill'-' _ d,,4%5 c4 D wO,AOEPR - - P05701140MPH wso_1 w10, lj \. T° POSTED 40MPH 7. - CAIU$BAD ALL CONE PC1NO WILL BE. 25 UNLE 01 HL1W1E NOTEE W20-j wm- , - - --- -i 0UEAD VLLAø.E DID POS TIED 4OMPH GLA$OW_W201 014 SIGN LEGEND •':: YJ2G- W204044 - bV4-250 - W04 !! ! !Lt !U CHAHMRp DETOUR ROUTE 7' tt i if If P05101)15 MPI( c02552c OS1NrRoeriO01 UH'J4 MASOIAINU 1A0LLANF 7UNT5ACO55TINT\IN(C5 5 ORALDU5VJ5M"0A ILMSRL,DJCY -000-2272010 W PHASE III PIPELINE SEGMENT 7 {_Ij N N VP A(I;VI POSTED 40P.UPP WO.1 W204 110.2 /1 i CARLSBAD VII.MDR L 2T POT,UMP1 CW&HA6 RD DETOUR ROUTE - FT I! it It i it iffi_ TAMARACK AVE POSTED 35 MHJ --W20-1 MOTIFS / LVF(I}OAOTIURINSTIIULTIONS .1' 00 = r"qlalk<NH SE III PIPELINE SEGMENT 7 - OF Ooo0or22OFo9 OF>] 1U9212001W011$OF0102SI = 5p5.fl C0=FERREIRA COASTAL.OFSSMM12-.42 ....,. -- ..,000#OI 00 6Of'i't-&T P6GtOc/& IHALI. M.NWI4IFO TI flIAVEI. GANEC f0n0F*F CON1IOF0.LrOIOTO FNNIFTI.NIMNCCELI, P4R LCFN.AL(, DIUVLTIMYL AND LriLROFENCN tEl OTAVICIS AT ALL TIFFIF 1,800,277.2601 11 CARL.D ALL CONE VACING WILL BE 20 UNLE OrHnI.WIcE NOTED - I - PHASE. 40 L! #' WEE-i. TETACEE,0½ EL) / WEE-I w .7/ / 0 -TAMAgACISVE - DETOUR ROUTE IC - - Tal 1— MAI Inn A) AV - iE POSTED JU 6P . i__, — ClOSET c CTGP INEFTOCI1005 — THM-llSr4lll • •••••••" ••••-••• -- .-.• IRA EL LANES PIC cosrrroocl On. o 51 -SIN -sccros 15.51 L ECLJVEW.SYT A D i 600 227-260 OILVK.ET AT 4t. TIME 0 1 lWI20 ' IRW PHASE III PIPELINE SEGMENT KAW = P L o 0-3 cc CAiAD MN LEGEND I J 7 _J ALL CONE PACING WILL1E25 uNrEcoTHERwIENcyitr) 11 mn ]HOPE ELEMENTARY N MOO [j C3ON C)O(CAI TSy — N--- SIMSHURV CHATHAM 13ROQO(flf.LP N CT WAY '.O .-wOO_I ST - / WiLftI ..W20.1 '- .vii ...--::-:1-......... .tAMAR4cgAW LN /.... 4.- WI-N-W20-I AVE VE WOO-I 0019/ Cl)001123120d0010111L.1.). 88.8/A, r008NT4IN 12 W880/ AlIEN 8101,4 MIlAN COrOAC)kIO MAIM AINACCE01 91 '99 111/ALl, IIRIVEWI01141I/) /MONOLNCY 9/AlICE/Or ALL. 1-800-227-2001 S IN01,00PlIOM 1, 01/0 l,011,ONA IINIlWMI8. pONN81AN AN8COI2T I Pr NW PHASE RI PIPELINE SEGMENT? /7OI0C___o I 11181 NO 18181 FERREIRACOASTAL 008011011 .810 I 8/ jjL o 11045 ELEMENTARY SCHOOL 44-01 WRO.I - r44MAR60K/SvL PTED7MPH All-I ---WOO_I - W/ AVE SHALL M-IiNrAIN IC SMALL. I.ANLL 441I,4TE8 COYITT1ACIOTETO MOSSY-YIN ASSESS 0511. ALL SSIWWOVS AND FMFTICYCNCV 501111555 VT 1152, TIMES -800-227-2005 CEIVO' CAIt4000. C&LI00040 r CARLOAD [) ALL CONE PACING WILL BE 25 LJNLEL OTHERWIE NOTED PHASES CHATHAS4 "°" RD W20-1 WSOT .'IS WAS 1 - -- -- cMtcn) 01.4 17 / 'I WAY I" 55_ QPMLEJP "5W20.1 WAY - Cl, i77DSSEPQfT - WAY EN W61 0 WOO P(?OVIDY"NE / LPJ TAMARACK AVE =- -7f-. 0 F/QrnøMfH -: -_:--_ --- --,-.-t -- 0 W20I 5141541 NOTES CONTOACIQOE1NS1OQCTTOTIE IRW PHASE III PIPELINE SEGMENT? 0 V040 = P'r AN"TISOITES o . 000 I" IFERREIRA COASTAL -------------------- 7 BROOKF)ELL) W20 WAY d W291 pq TAMARACK CARLBAY) 1GN LEGEND ALL CONE. PACING WILL BE ? ONL E OTHEIW1F NOTED , PO4 SF 6 J1R. YEN AVF EN W2114 A(CflI_ W3D-3 IT: BRIDGEPO N Y W2( NOIE CO0fllAct0000ERVCf101G CHACL 1111110141110 111OVT1IANC$ 111414511*1111 cotmoc C110ll41bfl41114 4/1 0 - ll 5011 UT -III, 41100WW0 1D 111111001140 0011014C9 11 All, i W2D1, N 'I T :X C1W. I I!AIHAM wzo V2O.1 CII 0 bitlll It-I D WAY I- 1100 I CIA, 0 0111 W20 1 SEASIDI 011 C I GARLADVELA3E -wzo i W20 1 1 WAY 46/QUEll '-I - / - P00101140MPH - - I 1101 4j WOO/C WAY CIt-CAl lv CAOI II IA-I W24y W20.1 - -- - - ,W20.I AMWflACK PROVIDENCE AVE EN PPT IJflfflL'MR Mo - PHAEi RTE DEL ROB LQQAL / 'OSTED 40MPH - - V920- PAL OMAP OAKS CARLOAD ALL CONE PACING WILL BE 23 VNLE OThERWISE NOTED. SHALL MAINTAIN 12 TRAVEL LANES CONTPACTORTO MAINTAIN 4CCE -w FOR ALL DRIVEWAY AND EMERGENCY I ERV10E AT ALL TIMES CIGGI R4.7. WG.3 GGICAI WG4 GF 0 =RENCH RECLAIMED WATER FERREACONSTRUCON Jog 360 7S28 Q I crc— fc1L 'i/IL i6-,T mmmmmmmsIM CARLB.AD ALL CONE PACING WILLE 23'UNLEW OThERWWE NC/TED. -1ALL MAINTAIN 12 TRAVEL LANES C0NTRACTO1T0 MAINTAIN ACCE VORALL DPlVEWAY5 AND EMERGENCY SERVICES' AT ALL TIMES WAD) WS.I Cn2 (CA) C30 (CA) CIAICA) CWAAO UFEflMAX W.3 Wl.IWD W205(WKE( LILS PR NOTES CCNrmarTfrn ,Ncrp(lcnpNc - - 1-800-227 2600 A = T 1Efr8C-6_ XL Co RECLAIMED WATER FERREIRACONSTRUC11ONEN rbi0:7,525 =707342 Me Do .773 T1I-,1- 12oe2" 7,FP/ .; 1(7 CARLOAD CALL CONE SPACING WILL BE 25 UNLERF OHEPWI'E NOTED HALL MAINTAIN 12 TRAVEL LANEE CONTPACTO1TO MAINTAIN ACCE59 FORALL DRIVEWAYS AND EMERGENCY ERVICE AT ALL TIMES YARQW.DR PHAE 5 WAD.) WA-I CIA (CA) CAD (CA) Fill 9 CAMLNOWMA ROBLE POSTED 40MPh CAMINO VIDA OR KOBUE C(NTIAACTU1C INcIp,w-I(r)NC _____ ,•• T R1EIIOH RECLAIMED WATER - OWACCWAADAAIW = P LATIEW _________ W FERREIRA CONSTRUCTION OO-5O752 909-27117342 MQA POSTED 4OMP CARLOAD 1L CONE SPACING WILL BE 25'GNLE95 OTHERW1E NOTED. - - - - - - SHALL MAINTAIN 22 ~TRAVEL[ANE CONTPACTORTO MAINTAIN .CCE ~ - FORALL DRIVEWAY AND EMERGENCY ERV10E.ATALLT1ME9 W2O-1 W5-I CU (CAl CH (CA) 11 1EIT.. IL 1GN LEGEND 000.0 WOO C1210A1 coo)Co) ja • CO$O WOO-S (RI WOO (RI 20-2 W5-S PRAE 9 CARLOAD ALL CONE SPACING WILL BE 25'ONLEW OTHERWISE NOTED. SHALL MAINTAIN 12 TRAVEL LANES CONTRACTOR TO MAINTAIN ACCE99 FORALL DRIVEWAYS AND EMERGENCY ERVTCE AT ALL TIMEc .YARRQWR CAMINO WDA ROBLE POSTED 40MPH eALQM04R 4IRPPJItRP PH.AE 8 5IR)W CO _O0 CO 12 (CA) OTYcAC, I BEFORE 0-I DO' TWAFFOC CORmOOC LA PIMA - 'C W. '" ' 1-800-227-2800 O i 0120r Nl T E0000-0__ ______ RECLAIMED WATER I - W. = = FERRRACONSTRUCflON ()p35p75 909-270-7342 "S0 0 OR 0010EC, — 1) C12 CII FNAE 10 CORTE j Cl (CA) LJ - DEL CEDRO I (CA) DE LA PINA y26 COR DEL CEDEO LAKE U AE 12 yb-I CORTE DEL CE.ORO CAPLSB.AD ALL CONE PACING WILL BE 2 ONLE$ OTHEPWWE NOTED HALL MAINTAIN 12 ThIVELLANE CONTPACTORTO MAINTAIN ACCE95 i YAffQWD FORALL DRIVE WAYS AND EMERGENCY pflcrFn 40MPH 5ERVICUATALLTIME5 DELAPINA cl&N CII (CA) WIll WI-I dl (CA) CU lAl FE WA-IA CAll W0A- II COIZEROCIQILINL.flWcflolCs - (-800-227-2600 T 1EICH RECLAIMED WATER ZoW = ENTAL REIRACONSTRUC11ON (Lj ENEMIES@I , )4RWPf POSTED 40M CARLBAD ALL CONE SPACING WILL BE 25'UNLEW OTHEPWI'E NOTED. H.ALL MAINTAIN 12 - Cl C TRAVEL LANES CONTPACTORTO MAINTAIN ACCE55 FORALLO1UVEWAY AND EMERGENCY ERV10E AT ALL TIME YARROW OR . ?IQMH I IB&RRICAOE = IiOfl- RECLAIMED WATER UNE 1O rERRRACONSTRUC11ON H ) 35O-7i52 'O9-27O-7342