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ST9802-SP 981021 (2)�1 w WRIGHT CONSTRUCTION C O M PA NY DATE: OCTOBER 16 1998 PROJECT TITLE: DRAINAGE AND PAVING IMPROVEMENTS SO UTHWESTERN DRIVE FREEPORT PARKWAY AND FROM FRITZ ROAD TO GRAPEVINE CREEK CONTRACT IDENTIFICATION: SITE UTILITIES CONTRACTOR: WRIGHT CONSTRUCTION CO INC SUPPLIER.- LATTIMORE MATERIALS CO MANUFACTURER: LATTIMORE MATERIALS CO PRODUCT- 3000 PSI CONCRETE MIX DESIGN A DULY AUTHORIZED REPRESENTATIVE OF (SIGNATURE) �tZ =4 ►'►T �O CC DO HEREBY CERTIFY THAT CONTRACTOR HAS FIELD VERIFIED DIMENSIONAL ACLU; .RA ^.!ES RELATED TO THIS SUBM TTA; AND FURTH''R CFRTiFY THAT CONTRACTOR HAS MADE !•. /D—�� ''ROPER EFFORT TO ASSURE THAT THERE ARE NO EY,CEP. r10NS TO THE CONTRACT REQUIREMENTS (UNLESS SI ECIFI- CALLY IDENTIFIED IN ATTACHED LETTER DATED SUBMITTAL DATE Wright Construction Co., Inc 601 W. Wall 4 Grapevine, TX 76051 ♦ Metro (817) 481 -2594 IU/ lb/ U8: 16 9725694644 LATTIMORE MATERIALS COMPANY P.O. BOX 556 McKINNEY, TEXAS 75070 -0556 (972) 569 -4646 (972) 221 -4646 Wright Construction Date: 16- Oct -98 Gateway Business Park Coppell, Texas Cement: Type 1, ASTM C -150, Texas- LeHigh Cement Ftyash: ASTM C-618, Class C, Holnam Coarse Agg.: ASTM C -33, 1 "- #4 Lattimore Crushed Stone Fine Agg.: ASTM C -33, Lattimore Concrete Sand Admixtures: ASTM C-494, ProMix ASTM C-260, ProMix 1 Cubic Yard 13 Weittht - SSD Q 28 Days , ment, ibs I Ash, Ibs Agg., ibs nd, Ibs iter, Ibs Weight nit Wt, #1CF I/C Ratio, # # y Ash, % aximum Temp, deg. lump, inches Ir, % entrained LATTIMORE FRONT 38 3000 Air 470 0 1850 1437 227 18.8 3A 3984 147.56 0.48 0 95 3-5 3-5 Admixture dosage subject to adjustment as needed (ASTM C -94, Note 7) Air content per recommendations of ASTM C -94.7 (Table 3) timore Ready Mix guarantees the above mix design will achieve specified strength when tested and evaluated In accordance with rM C -172, C-31, C-39 and C -94 and when the recommended procedures placement and curing outlined In ACI 3051306 are followed. accordance with ASTM C -94, Lattimore Materials Co. requests that copies of all rength tests be forwarded to our Quality Control Department. PAGE 02 X1 - v U0.10 y 1L5b34b44 LATTIMORE FRONT PAGE 03 LATTIMORE MATERIALS COMPANY P.O. BOX 556 McKINNEY, TEXAS 75070 -0556 (972) 569 -4646 (972) 221 -4646 CO RACTOR: Turner Construction Co. MIX Q.: 38 LABORATORY: Maxim Technologies PR ECT: North High School DESIGN STRENGTH: 3000 Carrollton, Texas 7 -28 03- Jun-97 4.50 4.4 79 3640 230 1.18 06- Aug-97 12-Aug-97 4.00 3.50 5.1 5.0 93 3240 3240 3660 3730 3705 4213 50 1.14 18- Aug -97 4.50 4.3 90 89 3340 3100 3340 3100 3730 3900 3990 3860 4098 260 1.16 19- Aug-97 4.75 3.0 84 3230 3230 3930 4090 3850 3995 3890 3853 3915 190 1.29 20- Aug-97 22Au9 -97 4.56 4.00 4.9 5.3 92 91 3180 3180 4020 4000 4010 3965 80 20 1.20 126 26- Aug-97 4.00 4.8 88 3700 3220 3700 4820 4700 4660 4187 80 1.28 26-Aug-97 4.00 4.5 94 4020 3220 4020 4730 4070 3850 4520 4290 4295 4320 880 1.33 27- Aug -97 02- Sep-97 3.50 3.00 4.9 89 2950 2950 3850 3960 3805 4415 4130 450 310 1.07 129 03- Sep-97 2.50 4.7 4.8 90 89 3350 3530 3350 3530 4490 4560 4525 4208 70 1.35 04-SOP-97 3.50 84 3260 3260 4190 4210 4300 4360 4245 4285 4192 4352 110 1.20 05- Sep-97 12- Sep-97 3.00 3.50 4.4 5.1 87 300 3600 4500 4710 4605 4378 150 210 1.31 1.28 16-Sep -97 3.50 5.3 90 93 3690 2980 3690 2980 4820 3960 4800 4810 4567 20 1.30 17 -Se"7 3.50 5.3 94 3000 3000 3760 3980 3800 3970 3780 4462 4187 20 40 1.33 22 -Sep-97 23- Sep-97 4.00 3.50 5.3 5.1 80 84 2670 2670 3370 3460 3415 3722 90 1.26 1.28 25-Sep-97 3.50 5.3 74 3040 3590 3040 3590 3920 4590 3680 3900 3698 40 1.28 01-Dec.-97 4.00 4.2 61 3700 3700 4900 4440 4860 4516 4880 3943 4432 150 40 1.26 04 -Dea97 05- Dec-97 4.00 3.75 4.9 60 3790 3790 4150 4300 4225 4540 150 1.32 1.11 10-Dec-97 3.60 5.4 5.4 52 50 3760 3470 3780 4860 4940 4900 4668 0 1.30 12 -Dec-97 2.50 4.8 52 3780 3470 3780 4980 4820 4660 4730 4810 4645 300 1.39 16- Der-97 4.00 6A 55 3220 3220 4500 4250 4775 4375 4828 4653 90 250 1.26 1.36 16- Dec-97 16 -Deo-97 3.00 3.50 5.8 5A 59 62 4380 4380 4930 5150 5040 4730 VO 1.15 18- Dec-97 4.00 4.5 52 4190 3930 4190 3930 4980 5070 4840 4910 4775 140 1.17 18 -DecW 4.00 5.0 60 3540 3540 3870 4890 4470 4980 4170 4977 4687 180 600 127 1.18 18-0ec-97 22 Deo-97 4.00 4.00 5.5 4.8 62 3190 3190 3880 3910 3895 4348 30 1.22 30- Deo-97 4.00 5.9 81 55 4150 3530 4160 3530 5290 5300 5295 4453 10 128 31- Deo-97 3.50 5.3 56 3580 3580 430� 4280 4830 4410 4465 4345 4552 4702 330 130 1.26 31- Dec-97 15- Jen -98 4.00 4.00 5.7 5.9 55 3780 3780 4680 46220 4640 4483 40 1.21 123 16- Jan-98 4.00 5.4 48 51 3240 3400 3240 3400 4630 4460 4545 4510 170 1.40 15- ,Jan -98 3.50 5.7 55 4320 4320 4430 5230 4330 5320 4380 5275 4522 4733 100 1.29 15 -Jan-98 16- Jan -98 4.00 4.00 6.2 8.4 59 2810 2810 4010 3940 3975 4543 90 70 1.22 1.41 16- Jan-98 3.75 5.7 50 51 3690 3780 3690 3780 4900 4980 4780 4850 4840 4697 120 1.31 16- Jen-96 4.00 6.1 54 2770 2770 4070 3960 4915 4015 4577 4590 130 110 1.30 1.45 17- Jan-98 3,25 5.5 50 4550 4550 5110 5180 5145 4692 70 1.13 17- Jan-98 20 -Jan -98 4.00 3.50 6.0 5.3 56 4150 4150 6130 4840 4985 4715 290 1.20 20- Jan-98 4.00 6.6 52 55 4020 3830 4020 3830 4850 4640 5160 5005 5045 310 1.25 21- Jan -98 5.50 5.8 58 3370 3370 4900 4970 4940 4805 4920 4932 4910 330 40 1,25 1.48 21 - 98 02- Feb-98 5.50 3.50 6.0 5.6 58 58 4850 4070 4850 6770 5680 6225 5317 1090 1.28 03- Feb-98 3.25 5.1 58 4190 4070 4190 4860 4830 4780 4870 4820 4850 5322 5298 80 40 1.18 03- Feb 4.00 5.7 61 3900 3900 4960 4670 4815 4828 290 1.16 1.23 05- Mar -98 11- Mar -98 4.00 5.00 4.5 4.2 62 56 3710 3010 3710 4590 4650 4620 4762 60 1.25 3010 3970 4260 4115 4517 290 1.37 i ui i o'�t 7'J0 Ub. t b 'J/25694644 LATTIMORE FRONT ' PAGE 04 LATTIMORE MATERIALS COMPANY P O. BOX 556 WKINNEY, TEXAS 75070 -0556 (972) 569 -4646 (972) 221 -4646 1CTOR: Turner Construction Co. 38 LABORATORY: Maxim Technologies IT: North High School DESIGN STRENGTH: 3000 Carrollton, Texas 7 -28 3580 20-Mar - -98 4.75 4.9 52 3580 5 23- Mar -98 5.25 4.8 67 2940 260 23- Mar -98 525 4.8 67 2940 5 31- Mor-98 5.50 3.7 63 2780 6 01- Apr -98 4.25 3.1 83 2870 61 01-Apr-98 5.25 3.1 81 2710 e 06-Apr-9B 4.25 3.2 79 3370 3370 08 Apr -98 4.00 5.2 80 3340 1.32 09-Apc 98 525 3.8 70 2920 6 15- Apr -98 7.00 4.5 74 2580 4063 20- Apr -98 4.00 4.0 80 2830 6 08- May-98 4.25 4.1 70 3210 7 -28 3580 4170 4150 4160 4337 20 1.16 2940 3430 3690 3560 4152 260 1.21 2940 3430 3690 3560 3760 260 1.21 2780 3250 3090 3170 3430 160 1.14 2870 4190 3780 3985 3572 410 1.39 2710 3740 3830 3785 3647 90 1.40 3370 4200 4680 4440 4070 480 1.32 3340 3970 3920 3945 4057 50 1.18 2920 3870 3740 3805 4063 130 1.30 2580 3330 3220 3275 3675 110 1.27 2830 3900 3610 3755 3612 290 1.33 3210 4120 4340 4230 3753 220 1.32 4.02 5.0 69 DEV, 1.2 REQUIREMENTS: (5.1) to = fc + 1.34s (5Z) fc r = tc + 2.33s - 500 3486 4386 185 1.26 553 3741 3789 r4,JQZ4044 LATTIMORE FRONT PAGE 85 TC Associates, Inc. 356 Mathis Was. Texas 75229 Lattimore - Aggregate Testing Lattimore Materials Sample #698 - 1 " Bridgeport Aggregate Sieve Anelysls Test Method (A.Q r PROJECT INSPECTION REPORT Page 1 of 2 Job N o.: 25 - M - 95 - 00559.58E Date: 7/24/98 100 100 1" 95 95 -100 1/2" 37.7 25-60 #4 9.5 0-10 #8 4.1 as e S Gra JAM C -M 2.68 2.67 0.45 :Jnk w - wy xodded (ASTM C-29) A � v erage of 3 .TC REPRESENTATNE: J. Thompson. A t s�all n�oc o es maauials ascad aad may or may w areiuea�� or rimiiar _ cept is im efarM and wii, gx Pa aioa at U=4 Aaiociues molts °ww LATTIMORE FRONT PAGE 06 Hooper Engineering Laboratories, Inc. Constructlon Materials Testing R PORT OF AN�iI Vcfc nF ONCRETE AGGREGATES CLIENT: Lattimore Materials Co. DATE: 30 September 1998 PROJECT: General Use SAMPLES: Submitted to Hooper Engineering Laboratories, Inc, on 9/23/98 by Lattimore Materials Co. SUPPLIER: Thackerville Blend RETAINED ON SIEVE SIZE MFG. BLEND ASTM C33. 0 - #4 REQUIREMENTS 1 -1/2" in 3/4 1 /2' 318" NO-4 0% 0 No. 8 1 0-5. No. 16 9 . 0-20 No. 30 30 15-50 N0. 50 51 40-75 No. 100 82 70-90 97 90-98 FINENESS MODULUS SPECIFIC GRAVITY 2. 2.3 - 3.1 FINER THAN NO. 200 SIEVE Z•665 5 DRY RODDED WEIGHT PCF SAND EQUIVALENT 89 89 Mll11QIW{ Of 80 TECHNICIAN. RJW DISTR18UTION: (2) Lattimore Materials Co., Curtis lee walnut Hill Lane Dallas, Texas 75229 (214) 337 -6479 Fax (214) 351 -5140 LATTIMORE FRONT PAGE 07 P RQ •.� Air -VR RE,SVV,4,TR ENTRAINING TIRE FOR CONCRETE r—VR is specially formulated for use as a air king admixture for concrete. PrOMr - -VR is acttued under strict TnIity control standards to wo rm Performance at the job site. ( VANTAGES: Air introduces millions of -Wform ly sized spaced air voids throughout the Concrete mixture. tcrete cont w mg these teary, air bubbles has been +en fat mote resistant to freezing and thawing i 1laiA oOWM_ Pr0Air VR in leered cozcrete reduces permeability enhances the resistance to surface deterioration ed by de -icing chemicals. Concrete containing kir - -VR roquires less water, tyre, bleeding duced Pr*Ai+r —VR aids in finishing and trees a more water tight concrete with a lower ,-cement ratio. The air bubbles act as "Hall - 11 t o Sr Y unProve the plasticity and ability of the concrete, malting it easier to flow :fortes or be pumped into place. Concrete mixes PW Using ProAir•— VR result in a reduction of egation and honeycombing with smoother and even finished :curfaces. , re is no standard addition rate for ProAir -VR amount to be used will vary with local utateriais intended concrete Performance requirements, Illy in &C range of 4 to 6 0 %. Typical Air-VR addition rates .range brow _5 to 2 ounces 100 pow ids (33 to 130 ml per 100kg) of cement. SPECIFICATIONS: Conforms to ASTM C260 AASHTO M 154 CRD C 13 TECENICAL NOTE: ProAir —'VR does not contain calcium Chloride or any chloride based components. It will not promote or contribute to corrosion of reinforcing steel in concrete. USES: ProAir - -VR may be used wherever air entzainument is required by concrete specifications. It is petticulady usefuiin: * All commercial and residential concrete * Mass concrete " ffigb cement, low slump paving mixes * Mixes with high carbon content fly ash * Concrete using high -allW i cement All ooncrete to be exposed to fi+eezing « and thawing conditions Concrete to be mixed for an extended period of time COMPATJMUJW: FrmAir`VR is fully effective and compatible m concrete containing all types of Portland cement, class C and F fly ash, Amierosllicx, calcium chloride, fibers and approved water-reduciag aroelerafing and ceding adanxdtres. ProAir - -VR can be used in alt white, colored, and architectural code ZO t Technologies warrants its products to he free from defects in material and manufacture. "!here are DO other warranties by PRO lam{ xdmologies of any future whatsoever expressed or ' lied time of Publication and is offaxd as a resource fo m th�e usa�" i o „ t f is �ed an data and tmowledge bdievedto he trop Md ,," Foftnation and does not warram the remelts obtained he se spp!]w PRO R PI- PO 1.�AlX Tedtnologies assumes no liability in the use of this fan the use or resuhs of this product and shall not be r onsible for conditions outside its 1 shalt mat be liable for damagta of any soft s, '08P - Gon, workmanship and field conditions. No statement its c arArnl, including but not limited to, other materials, ooPYright held by others. get recommatdatioq, ign err other if&nMtion is intandcd to i &inse on any patent Box 6 Allen, 'Texas 75013 (972) 77 2 - 46010 (912) 562 Fax COPynBht 1 998 Pro Mz Technologies, LLC. LATTIMORE FRONT PAGE 08 p U l Xtec hnologies LASTIMIX 1008 ET RETARDING ATER_R FOR CONCRETE stitni, 10011 is a set retarding, water-reducing fixture for concrete. it is designed to facilitate the rag and fmisbioag of concrete white providing rrol of set time_ klastimix 10011 ituproves cement Urniance rmdting in improved ultimate stren related Concrete properties_ It is especially *cial deu hot der concreting oPerations (I control of setting time and maintenance of a amble consistency are essential. DVANTAGES; Improves concrete quality by do"e " ratio for a given degree Of workability and�fl � slue l ` S density and relative durability Redt cm crackin aid age segregation s l es superior flnishability on all flatwork, P formed and pre - cast surfaces Improves pumpabi14 of concrete Maintains slump life during extended mi times Provides uniform control of setting time based on dosage rate Aids to reduce peak heat of hydration, reducing cddng DOSAGE RATE; Plastimiut 100R is commended for use at a dosage I of 2 to 4 fluid ounces per 100 pounds (130 to 326 mt per 100110 of cement. SPECIFICATIONS Conforms to ASTM C 494 T . B ASTM C 494 Type D AASHTO M 194 Type513 and D CRD C 87 Types B and D TEC UCAL NOTE: Plastintix 100R does not contain any purposely added calcium Monde or other chloride based components. 1t will not promote or contribute to corrosion of reinforcing Steel in concrete. Pisstimiz 10OR is compatible with all types of Portland cemtmt, class C ands Fitly ash, slag, micxositica, calcium chtonidt; fibers and approved water reducing and super plaWCV=g adurixtum. Plastimia NOR can be used in an white, colored, and architeCtural concrete_ For best results, the air entrainment should be added NParately into the Concrete ntix, Note. Ar, the dosage rate of Plastimia 100R muses, concrete set times are increasa RO MIX Technologies warratU its Products to be admologice Of any nature wnaisoever, a free from defects in material sod manufaotura These are no other w TIM of publication and is offered as a reso�uroe for the ��of o�r�odoa is "d at data and know a�� by PRO MIX fo W40 t and does Oc wafrant ied8e believed to be tote and act th �mffie use at Y the results "blamed for any application. PRO MIX Technologies assutttea ao liability is the use of this reaults ofthic Product and Astl not be maPonaible for MIX TedWologies shall not be sign, inap --- ahi conditions outside liable for damages of any sort, c%Yxi& held b P and Sdd Conditions. No statomatt, omt*tm ` O including but no[ limbed to, Y others. elation, or other information is inte nded to i If in a ha mat�l 8 on eery patent 0. B 6 , A)lcu, T eltnd 75013 (972) M-6010 (972) 562 -1822 For CoPyngbt 1998 Pro MixTcchnologies, L.L.0 LAI UMURE FRONT P� lXtechnologies LASTIMIX 250 ATER- REDUCING FOR CONCRETE astimia 250 is a ready to use aqueous solution of mplex compounds which enhance the peafotmance plastic a a ed hard eel concrete. Plsstimiz 250 is Quality control moues to wide unifoM reliable results. ix 2511 is MCOmmended for mixes where "1107 0Oateat, iuWmved cement mce, UM&O Yq normal set times and 1 fivisbing cbanicterist ics are desirable. ( VANTAGES: 1M � the Quality of concrete by decreasing ratio free ultimate compressive and Reduces crackmg'and S ImProves wotl1bility and f9nisbability on ali flatwork slip formed and pre -cast surfaces I MptMM fowled swnfaces while mduci Segregation h4� Pumpability of concrete Improves normal vetting chatacterWics Increases relative durability and resistance to dam; amsed by ft=mg and thawing JSAGE RATE: Wtiimix 250 is recommended for use at a dosage of 3 to 6 fluid ounces per 100 pounds (1% to 390 Per 100 kg) of cement SPECMCATIONS: Conforms to ASTM C 494 type .A, A.A SHTO M 194 Type A CRD C 87 Type A PAGE 09 TECEMCAL NOTE: Plasdn ix 250 does not oontain any purposely added calcium chloride or other chloride based components. It will not promote or couttibute to oozztssion of reinforcing steel in concrete. COMPATISILTIy: PlUdm -ix 250 is Compatible with all types of Portland cement; class C and )F fly ash, slag microsilica, calcium chloride, fibers and approved air enIndning, accelerating re12Vding, and super Plasticizing admixtures_ Masdmiz 250 can be used in all white, colored, and ai dUCCctutttl eons_ For best results, each admixnue must be dispensed separately into the concrete mix, STORAGE: Plastimiz 2SO fey freere at temperatures below 35 F (2 Q. Although freezing does not harm plastimix 250, preQU00ns should be takers to protect it from freezing. If it should happen to fteexe, th, and d Air For Agitation. Do Not Use ZO M EX Tafinologea warrants its Products to be kee from defeds in m+dmal and manufacture There are no other warrasRies by PRO MIX 3 dt4o1ogtat ofaaY nature whalaoev e er, �reaa� impliod. This infortaation is based an data and lauowled� believed to betrue and aoarrate time use o r tion and is offered as a resource fa the usem of our products, PRO t" Technologies assumes no liability in the use o£this CortttatigQ and does twat waMMY the remits OlUlned for any application- kR0 MIX ?edmotogles Shah not be liable for damages of 5' the use a'� 0dattanshi and field oonditionae r for oanditions outaide rt, controt iaeludb* but not limited to, other sign iarpeoti a•tY copyright held by others. atatenxtrt, recommendation, or other infortnn M is b1ta led to infringe on *ay pat ''O' BOx 6 Al1cA, Texas 75013 (972) 772 (972) 562 - 1822 Faz CopYnatt 1998 PM Mix Txhi0.ologi¢s, L.L.C, I � - i j O CONC R.E-11" 1MIN t)I,:SIGN 4732 Cl,II NT: - )'EXA$ NIANHOLE PROJECT: 11 LO('ATION: I W0jCrlE.,'1;1 ?XAS rvzlX 0732 I)r.S jGj , 4 SPI,CIFICA'I I0NS: 6.0 SACK- WRA/AFA li[:OU1KLD S "TRkNcy'1'll: 400OPSI '�,) 28 daN , . FJ%jENT: ASTM C.(50 M'F: lfll VLACENIF,NI' SLUMP: 7-4 INCH COARSJC AGGREGATE: ASTM C33 SIZE Nl - - AIR ENT RALNINGADMIXTURIE: ASTNl CZ6Q i? -7 %) WATER REDUCING ADMIXTURE: AS'1'M C04- ('Yl'l ?. A OR D) WATERICEMENTITTOUS RATIO: 0.50 111111/4 INIAX PLACEMENT TEMPERATURE 100 DYGlll;l;S (I) IWA.TERIALS: ONE CtJUIC Y A.RI) ek'.Ei(; tT (SSD) CV,I ENT: COARSE AGGREGATE: FINE AGGREGATE; WATER: .ADMIXTURE ASTM 02601 ADMIXTURE ASTM C49d: YLl;r�ti1'. NOTE VOLUMES 2.87 11.00 7.26 4.52 1,35 ^ � Z7.0 0CF ASTAI Cgs STANDARD SPECIFICATIONS F014 REAVY MkXED CONCRETE STATES AS YOLLOWS: "WIZEN TILE CONCRETE STRENG 171 IS USE P AS- A BASIS FOR ACCEFfANCE, THE MANUFACTURER SHALL BE ENTITLED TO COP IES OF TEST REPORTS., THE INDIVIDUAL WHO SAMPLES AND TESTS CONCRETE MUST UL (A 11113 IED ACI LEVEL V' ADDITIONAL. WATER ADDE11)N EXCESS OF SI't j M0 SLUMP cS AT ':USI:OMKRS RISK. T ENSURE PROPER DESIGN ORDER 11V tvliX #732 GARY L 1 EKAON TEC:IGO ' LSERVICES MANAGER REDI•MIX, Inc. GENVAL OFFICE/ 14 4 5 Mackinur Drivu, ; dto im, Carrollton, Yoxas 75007 PHON 71242 -41.i )0 564 L BS 1840 l,BS 1191 LBS 202 LBS .25 -.5 07SICIA"!' 3 -6 nL' /CW i ZOd ZT T9- - !d'Hld0M ld 860£- 9bb -,�Z8 - 00 8 Sd„81 : woad 517 477 5230 PAGE-2 OPENING OR CAST ��. >` IN RING & COVER O• PER JOB REQUIREMENT 8" 1 TOP SECTION :I '• 10,000 r 8 BOTTOM SECTION 10,000# I '" s K.O.s PER JOB REQUIREMENTS 8 „ 1. CONCRETE: 4500 PSI 2. REINF.: GRADE 60 3. W -20 LOADING PRODUCT: 6' 0 "X6'- 0 "X8' -0" JUNCTION BOX CLIENT: NORTH TX, CONTR. JOB: DIVIDEND DR., COPPELL American Industrial Pre —Cast Products, Inc. P.O. BOX 365 ALVARADO. TEXAS 78009, METRO: 817- 477 -5286 501 EAST BAXTER SEQUIN, TEXAS 78155 210- 401 -0555 617 477 5280 PACE. ^,,:'5 7 - Y oo�vo-1110 111111 Paz w 0 on Ko g' c m -i N �• 01 C l-- Z. 9 i n ° zg gg a 0 s i n v 9 �Y r i �m a ' FA Y IN oo�vo-1110 111111 0 R z� V S 0 c� g m ~ A sa ® o0 v � I Z I Il k m 6" �A 1 " 617 477 5280 PAGE. 4:'5 OPENING OR IN RING do CC PER JOB REQUIREN 4 6� `0+ 4' -2" K.O. PER JOB REQUIREMENT TOP SECTION 14,080# BOTTOM SECTION 14,080# 1. CONCRETE: 4500 PSI 2. REINF.; GRADE 60 3. H -20 LOADING PRODUCT: 7'— O "X7'- 0 "X7' -0" JUNCTION BOX CLIENT NORTH TX CONTR. JOB: DIVIDEND DR., COPPELL American Industrial Pre —Cast Products, Inc. P.O. BOX 365 ALVARADO, TEXAS 76009. METRO: 817- 477 -5286 501 EAST BAXTER SEGUIN, TEXAS 78155 210- 401 -0555 d ` -1 O 4 O S la I . , � 5 if RR �� R d 4 I d d is d d 8 m� J16 �P 3 I O W I 41s K$� i O P, if) O 10 1 I50 tV w a d J ill tl rr Pon s G S '3JVd 09ZS LLtb L19 9vo3Hd xvolua Div OZ 60 (nH.L) 66 . 90 ' Inr W. 1V e42hom Contracting, Ire- L.V ►DVx 153086, DATE nd JOHNO. 3717JacksomStreet Av3usr 99 a '7 Irving, Texas 750I5-30$6E ATmmoN TO: C` I OF CO PPe-C(- A TTN G c.-rre th CAmabf l t G-o.rreih CRm PbeLC "t P „ e e' - Tun CTIC,AV cK GENTLEMEN: WE AR>;.SENDING YOU - Altadred. _Under separate cover via the followingitems: Shop Drawings _ Prints _Plans _Samples _ Specifications _ Copy of letter _ Change Order Copies Date NO. Description THESE ARE TRANM n as checked below: L-�For approval — Approved as submitted _ For your use _.Approved as noted _ As requested — Ret umed for corrections For review and comment _ FOR BIDS DUE 19 REMARKS PRINTS RETURNED AFTER LOAN TO US COPY TO — Resubmit copies for approval _ Submit copies for dmibution _ Retum _ conwed prints SIGNED If enciosures are not asnoted, kindly notify us at once. NORTH TEXAS CONTRACTING, INC. P.O. BOX 468 KELLER, TEXAS 76244 PH. (817) 430 -9500 // FAX (817) 430 -9207 RE: DIVIDEND DRIVE, COPPELL TX. SUBMITTALS . ............................................ ............................... SUBMITTAL FOR: BATCH DESIGN FOR SANITARY MANHOLES PRECAST STORM STRUCTURES TRENCH SAFETY PLAN