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Home My WebLink About3623; CHARLEEN CIRCLE; SUBMITTALS;Guitay Equipment 2455 Alpine Blvd. Ste. A Alpine, CA 91901 PH (619) 445-5165 FX (619) 445-3628 Date 4/15/02 Job No. 2611 Attention: William Lopez RE: Charleen Circle Submittals TO City of Carlsbad Charleen Circle WE ARE SENDING YOU - Attached _Under separate cover via the following items: _____Specifications Change.Order x Submittals ______Copy of letter x RFI COPIES DATE NO DESCRIPTION 3 4/8/02 1 A.C. Pavement C-19 C-2 3 4/8/02 2 A.C. Pavement B-2 & B-3 3 4/8/02 3 Concrete Mix 3 4/8/02 4 Class II Base (Rejected) 3 4/8/02 5 Root Barrier 3 4/8/02 6 Water Meter Boxes 3 4/15/02 7 Class H Base (Re-submitted) 6 4/19/02 3 RFI For Meter Relocations These are transmitted as checked below: For approval For Checking For your use _Approved as submitted As requested Approved as noted For review and comment _Returned for corrections For your action Remarks Copy to: Signed Guatay Equipment 2455 Alpine Blvd Ste.A Alpine Ca 91901 (619) 445-5165 Fax (619) 445-3628 Lic# A491268 April 15, 2002 TO: William Lopez RE: Submittals For Charleen Circle Dear Mr. Lopez, Please see attached follow up re-submittal # 11 for Class II Base as per our discussion on 4/11/02. Thank you, Buddy Heuslein NOW uHanson Fax message This fax message I. confidential and Intended for the addressee only. If incorrectly received, please contact the sender and return in the mail to the address opposite. Hanson Aggregates Pacific Southwest Inc. P.O. Box 839069 San Diego. CA 92163-9089 Tel (858) 577-2782 Fax (658) 2614126 Lie. 97352A Data April 15. 2002 To Alan, Guatay Equipment Fax 619 445-3628 From Eddie Chapman Fax 858 268-5126 Phone 858 577-2782 Subject Class II Base Pages 3 including this one Following please find the Class II Aggregate base submittal per your request. Apr, 15. 2002 10:39AM TERRACOSTA No. 2279 P. 4/5 IPP CONSULTING GROUP (858) 573-1777-Telephone 4455 Murphy Canyon Road, Suite 100 (858) 573-0069 - Facsimile San Diego, California 92123-4379 - April 15, 2002 HANSON AGGREGATES P.O. Box 639069 San Diego, Calilornia 92163-9069 Attention: Mr. Ed Chapman PROJECT; SAN MARCOS PLANT CL U AGGREGATE BASE Gentlemen: The attached test report was prepared in accordance with the project plans and specifications, and applicable ASTM procedures. Na engineering opinion is implied or expressed. Sincerely. P. Sipp, Jr.. P.E. ]PS/jg Attachment Y. '0 E12.4 0L)rn !;1ai OF Apr. 15. 2002 10:39AM TERRACOSTA No. 2279 P. 5/5 SIPP CONSULTING GROUP (858) 573-6900 - Telephone 4455 Murphy Canyon Road, Suits 100 (858)573-8900- Facsimile San Diego, California 92123-4379 PHYSICAL PROPERTIES OF AGGREGATES HANSON AGGREGATES lob Nu. Lab/Invoice No. Date of Report Anril 1L2002 Reviewed By I'tnjceL SAN MARCOS P[AN'l l.ocprcn San Marcos Sampled By J. Siyp Date 4/9/2002 type of Ag.ragare CL II - Submitted By - Date ?.urC ol'Aggscgaic SiLt, - Base Authorized By Ed Chapman Dale kve AzwIyia. A.STM C334 F k 1V• Sir=lA11nptv suaGilkJIiT.. - 7.. L..... 10.) ........... 100 .4/4 97 90,- 100 Ill 78 3/.8 65 .. ...... 33-60 1•.......... ..... 22 'Iw . 16 10.30 050 13 I (3 k1t)(1 11 2ut' 7.1 2-9 IflC ohm L I Th1Clt7 I - Test Standsns art- ASTM unless otherwise tiered Test - Results SccIfieson Test STD .... aoundnr.te hy ...........................................-- -Eqium sulfate .....- . ............ J YjIIIY.Andc_ .., ............- . - ..... . . SO Min _... ........... 34 Wear. 100 rev. 3.6 . C131 — ..... ......................... to . W .59.Q1!v.. ..L9..._ . - Abiiiioi 34 Wear. rev. . C535 :..!QP.i'-.. . - - . 72 ._._.._. ...... V ASTM 07I883 Cknnncas Viiluc Calif. 227 - _._..A - ... . - ?M'n.. Colif. 2.17 ...... Moisture j Max, Dry Density, per - 139.4 - .............I. ._ E) 0698 1 8 AASHTO 199 Optimum Moistuiv, 34 '.s Relations _..___.. .._-..._..--....i 0AASHTOTI80 Method Absorption, 34 Speciric Bulk (;ry) 1 V Bulk (SSD) 2.64 Apparent V Guatay Equipment 2455 Alpine Blvd Ste.A Alpine Ca 91901 (619) 445-5165 Fax (619) 445-3628 Lic# A491268 April 3, 2002 To: William Lopez Re: Submittals For Charleen Circle Dear William Lopez, Please see attached submittal #6 for traffic rated 1" water meter boxes. Please feel free to contact me if you need more information. Thank You, -Buddy Heuslein I lAr 1I . 11 W40 1/2C'OPC 14 1/2 HG / -1 r-i 114. k REC 11V4' ot 1+• f41/20SP P41/2 12X2O WATER METER BOX APPROX EN if OF BO)L..._.... .........._...........................100 Va. AFPROXJMATENEIGHTOFUO_.............----- ............._ ..................... .28Ls. APPO0MATE 'HEIGHT OF IbL APPROXIMATE WEIGHT OF SOLID CONCRETE LID . ...... - ...... ...._....34 Va. APPROXIMATE 'HEIGHT OF HIIGED CONC UD......................_...................30 Va. APPROXIMArE WEIGHT OF SOLE CAST IRON Va 9702 Ca. 0. Fax: (619) 449- 580 i P12-d 100/1004 IIP-.L 9099 8?? 819 OBJUO3 fl!flid ole!a uE-pQ vdItZ1 0-8Z-dYV O NO EXCEPTIONS TAKEN I AKE CORRECTIONS NOTED o SUBMIT SPECIFIED ITEMS 0 REVISE AND RESUBMIT REJECTED Corrections or comments made on the shop drawings during this review, do not relieva the contractor of his responsibility to comply with the requirements of the drawings and specifications. This review is only to check for general conformance with the design concept of the project and. general compliance with the Contract Documents. The contractor< remains responsible for confirming and correlating all dimensions and quantities; selecting fabrication processes and techniques ot construction; coordinating the work of the trades; and performing the' work in a safe and satisfactory manner. 72 REVISION DATED 2116/2000 -PAGE 40. SECTION E-12 METER BOXES DELETE: 1" SERVICE 2" SERVICE Brooks No. 37 (2 piece lid) J. & R. No. w41/2 (2 piece lid) San Diego Precast Concrete No. 41/2 (2 piece lid) Brooks No. 66 (2 piece lid) J. & R. No. W6B (2 piece lid) San Diego Precast Concrete No. P69 2 (In traffic area-2 piece diamond steel lid with rigid reinforcement) ADD: 1" SERVICE (5/8". 3/4" meters) 2" SERVICE Armorcast* (size equivalent to Brooks 37) Armorcast* (size equivalent to Brooks 66) Box, RPM A6000485 Box, RPM A6001640PC-12 Cover, RPM A6000484* Series Cover, RPM A6001643* Series Lid, Drop-In A6000487 lid, Drop-In A6000482 1" SERVICE 0" meter) Armorcast* (size equivalent to Brooks 38) Box, RPM A6001866PC-12 Cover, RPM A6001866* Series Lid, Drop-In A6000481D 2/15/200 Rev. Guatay Equipment 2455 Alpine Blvd Ste.A Alpine Ca 91901 (619) 445-5165 Fax (619) 445-3628 Lic# A491268 April 3, 2002 To: William Lopez Re: Submittals For Charleen Circle Dear William Lopez, Please see attached submittal #5 for root barrier (Bio barrier). Please feel free to contact me if you need more information. Thank You, Buddy Heuslein Product Properties 13obcrrier is on otjvoncd !nng.terrn root control lislem wh,cr ccrr_c,raros !irre.repn; nles Whr vm:ie- gicaliy oioc9d:n ttc sois. it o,evel!s structural damoge !iotn ioot ercroac,lrenf. Ettec?i'i itc 'l Bi br.rr.r is IS yer of more eperd!ig on Ila anpIatiorr. Activc TII'Iurc3iin (a.o.o T'ifluoro 2.6 diritto Dloropy' - p toIurdin 18.9/. .r.ert: ICG%Spurtbondeci Polypropylene, Polyethylene and Carbon Product Trifluralin Specific Gravity z.00 Vapor Pressure (mm Hg 4 25 (',) l.C3 * 10' Aapecronce Crcy IhriC with k3Ck Nodule Salubility in Water ppm ! 2!i C)0.11 ()cior No Appreciable Minimum Values ErçIlsh Metila 119 -M2103 Riolria. ice Unit Weight 0.083 lbs/ft' 40 g/rr. ASTM D-526 Pabilc Properties Unit Weigrit 3.9 oz/yd' 130 gim' ASTM D-5261 Tensile Strength 130 lbs. 575 N ASTM 0-4632 Elongation at Break 60% 60°/0 ASTM f)-4632 Puncture Strength 40 lbs 175 N ASTM 0-4833 Trap Igor 60 lbs. 265 N ASTM D4533 Permittivity 0.7 sec 0.7 sec' ASTM 0 44( fl AOl (Max Value) 0.21 mm 0.21 mm ASIM 0-4751 Nodule JYQa1 Values Bose Diameter 0.43 in 10.92 MITI Height 0.25 in 6.4 mm Soc.,cinç; (on center) 1.50 In 36 mm Blobanlet Width Intended Uses 12 in. 19.51h. 391n. 58.5 In. Landscape Hocis Sidewalks 0 S Driveways Curbs S WOlkwOys . Parking Lots S S Tennis Courts . Jogging/Bike Trails . Drainage Pipes a & • Bldg. Foundations S Home Pti$ Greens Fairways Car! Paths Bu'.ker/Trops Roll Sizes Width Length Approx. Approx. Approx. Diameter Weight Qnh/R I In. It. in. lb. It' cm m cm k g in' 12 20 30 6.1 12 100 30 30.5 19.5 100 ro 39 100 99 30.5 58.5 tOn 149 305 6 15 11 29 11 11 It 26 1.7 0 77 8.3 : 135 27 1 12 J 406 IS 4 20 1 9 100 9.3 32.5 1z. I 3Ci. 4h7 S cnort is c c'ii'o' cii nn'v. YOu! stcIc opcico;os may reauji'e sitjlIlv dir,ernt 51zes. As a gc.r.erol iulr. ltn t'e Pablic width, the greale tPe d.jj" 0? i)rO!tIOfl agiln,t costly 9! CXIF.'O94. KI8I like o"y other . .crritr. It1Q I)I(1!IC 1h,ri :i:;er •':1&Otina rciyoic1 tho dimansions of the fat-tit., .io it CrAporlont to jso odequc.,i width tt asuic Drc!pet r),r.IIr.:licwl. FPA Req. #59823-1 EPA l!s?. 59823-IN-1 Bio barrier MO EXCEPTIONS TAKEN 0 MAKE CORRECTIONS NOTEDIe 0 SUBMIT SPECIFIED ITEMS 0 REVISE AND RESUBMIT 0 REJECTED Corrections or comments made on the shop drawings during this review do not relieve the contractor of his responsibility to comply with the requirements of the drawings and specifications. This review is only to check for general conformance with the design concept of the project and general compliance with the Contract Documents. The contractor remains responsible for confirming and correlating all dimensions and quantities; selecting fabrication processes and techniques of construction; coordinating the work of the trades; and performing th work in a safe and satisfactory manner. Guatay Equipment 2455 Alpine Blvd Ste.A Alpine Ca 91901 (619) 445-5165 Fax (619) 445-3628 Lic# A491268 April 3, 2002 To: William Lopez Re: Submittals For Charleen Circle Dear William Lopez, Please see attached submittal #4 class 2 base. Please feel free to contact me if you need more information. Thank You, Buddy Heuslein 03/21/02 04:09 FAX UIH arLson I January 2002 r_r\ LABORATORY TESTING OF CLASS LI IA: E VIGiLANTE PLANT SIEVE ANALYSIS (ASTM C136 & Cl 37), percent I issing Sieve Size Standard Metric In 25mm 3/40 19mm 1t2" 12.5mm 3/8" 9.5mm #4 4.75mm *8 2.36mm #16 1.18mm #30 600uni #50 300um #100 ISOwn #200 75um Sam EqvaIe.t (CAL TEST 217) Durability Index (CAL TEST 229) R-Valvc (CAL TEST 301) RSItSaCe to Abrndo* (ASTM C13 1) 4 Loss After 100 Revolutions % Loss After 500 Revolutions *Mitntum Deutty (ASTM D1557), pcf 0pt1mom Mo.twe Content (ASTM D1557), % The Maximum Density and Optimum Moisture Content should be verified on the da of actual production or when the test etnp is placed. Class if Base % Passina 100 96 75 63 43 31 n 15 11 7 5.4 40 54 79 4.3 22.7 132.9 6.8 Date -1- 8 Q By NO EXCEPTIONS TAKEN 0 MAKE CORRECTIO1S NOTED SUBMIT SPECIFIED ITEMS 0 REVISE AND RESUBMIT REJECTED Corrections or comments made on the shop drawings during this revie* do not relieve the contractor of his responsibility to comply with the requirements of the drawings and specifications. This review is only to check for general conformance with the design concept of the project and general compliance with the Contract Documents. The contractor remains responsible for confirming and correlating all dimensioflS and quantities; selecting fabrication processes and techniques of construction; coordinating the work of the trades; and performing the work in a safe and satisfactory manner. Guatay Equipment 2455 Alpine Blvd Ste.A Alpine Ca 91901 (619) 445-5165 Fax (619) 445-3628 Lic# A491268 April 3, 2002 To: William Lopez Re: Submittals For Charleen Circle Dear William Lopez, Please see attached submittal #3 for concrete mix, designed for curb and gutter. Please feel free to contact me if you need more information. Thank You, Buddy Heuslein son u. 'Hanson CONCRETE MIX DESIGN MIX ID : 3233002 [02] 3250 PSI 3/29/02 CONTRACTOR : GUATAY EQUIPMENT PROJECT CHARLENE CIRCLE SOURCE OF CONCRETE CARLSBAD CONSTRUCTION TYPE 565-C-3250P 3250 PSI ® 28 DAYS PLACEMENT PUMP 4" LINE WEIGHTS PER CUBIC YARD (SATURATED. SURFACE-DRY) YIELD, CU FT ASTM C-150 TYPE Il/V CEMENT, LB 565 2.87 WASHED CONCRETE SAND - 441%, LB 1385 8.28 111 x #4 COARSE AGGREGATE - 56%, LB 1789 10.54 WATER, LB (GAL-US) 331 (39.7) 5.30 TOTAL AIR, TOTAL 27.00 WATER/CEMENT RATIO, LBS/LE 0.59 SLUMP, IN 4.00 CONCRETE UNIT WRIGHT, PCF 150.7 4, / F Date By NO EXCEPTIONS TAKEN AQMAKE CORRECTIONS NOTED SUBMIT SPECIFIED ITEMS 0 REVISE AND RESUBMIT 0 REJECTED Corrections or comments made on the shop drawings during this review do not relieve the contractor of his responsibility to comply with the requirements of the drawings and specifications. This review is only to check for general conformance with the design concept of the project anq general compliance with the contract Documents. The contractor remains responsible for confirming and correlating all dimensions and quantities; selecting fabrication processes and techniques of construction; coordinating the work of the trades; and performing "It work in a safe and satisfactory manner. Guatay Equipment 2455 Alpine Blvd Ste.A Alpine Ca 91901 (619) 4455165 Fax (619) 445-3628 Lic# A491268 April 3, 2002 To: William Lopez Re: Submittals For Charleen Circle Dear William Lopez, Please see attached submittal #2 for asphalt 3/4w (3-2 and B-3) mix #118. Please feel free to contact me if you need more information. Thank You, Buddy Heuslein 4455 Murphy Canyon Road, Suite 100 (858) 573-0069 - Facsimile San Diego, California 92123 a February 27, 2001 HANSON AGGREGATES P.O. Box 639069 San Diego, California 92163-9069 Attention: Mr. Ed Chapman PROJECT: SAN MARCOS PLk'fl' MIX DESIGN AND CONFORMANCE TESTING GEENBOOK 3/4" (B-2 and B-3) MIX #118 Gentlemen: Tne attached tests were prepared in accordance with applicable ASTM procedures. No engineering opinion is implied or expressed. Sincerely, John. Sipp, Jr.,. P.E. JPSflc Attachment UJ/O' uu. •a.u. •4.fl • - 1 SIPP CONSULTING GROUP 4455 Murphy Canyon Road, Suite 100 San Diego, California 92123 (858) 573-1777- Telephone (858) 573-0069 - Facsimile LA()RATtRY WUMR REPORT ON AGGREGATE TESTS flATs 7fl7Pflfl1 CLIENT: HANSON AGGREGATES JOB DATA: LABORATORY MU DESIGN SAN MARCOS PLANT MIX #118 GREENBOOK 3/4"(11-2 and 8-3) SAMPLE DATA: On 2/14101, S.C.G. sampled the A.C. aggregates for conformance tests and mix design. Sffylc No. J 1-Bin 2-9in 3-Bin 4-Bin Dust _Combined Speci5cations %Uscd 40 2* 16 34 1 2 B-3 33-2 Sieve Size 1" 3' 100 2 100 100 100 3/4" - 1 100 84 2 98 95-100 90-100 100 86 9 - 2 - - 85 3/8' 92 32 2 2 70 65-80 - 60-75 4 - 100 24 I 2 49 45-60 40-55 I 79 - 4 2 35 30-45 27-40 16 54 2 24 30 37 1 2 17 15-25 12-22 50 24 . 2 32 300 .34 2 8 200 (Wash) 8 2 42 - 3-7 3-6 Mvccni Density 150.11 W CA 366 Max. Theo. 357.9 cf - 4.5 Air Void, Sand Eguivlcn 60 CA 217 45 Miii. - % Crushed 99.8 CA 205 25 Min. Moisture Vapor 36 CA307 I 25Mm. Snipping None CA 302 - 25% Max - LARatde, @ 100 Rev. @SOORev. 4.7% 39.1% CA 211 45 Max. Swell 0.036 CA 305 0.030 Max. _- - Hvectt' Stability 44 CA 366 35 Mm. Remarks: Cleanness Value '80 (2-Bin) We would recommend We use of 5.1% asphalt by D.W.A. "CONFORMS" with Crenbook 3/4" (4 and 8-3) Note: The maximum density should be verlOed on the date of actual production or whrn the tat strip is placed. SIPP CONSULTING GROUP RVJWED BY — Zer, d. Jo P. Sipp, Jr., P.E. Date By p-NO EXCEPTIONS TAKEN 0 MAKE CORREC ONS NOTED 0 SUBMIT SPECIFIED ITEMS 0 REVISE AND RESUBMIT 0 REJECTED Corrections or comments made on the shop drawings during this review do not relieve the contractor of his responsibility to comply with the requirements of the drawings and specifications. This review is only to cheek for generai conformance with the design concept of the project and general compliance with the Contract Documents. The contractgr remains responsible for confirming and correlating all dimensions an quantities; selecting fabrication processes and techniques Of construction; coordinating the work of the traJp; and perfpr,jing tje work in a safe and satisfactory manner, Guatay Equipment 2455 Alpine Blvd Ste.A Alpine Ca 91901 (619) 445-5165 Fax (619) 445-3628 Lic# A491268 April 3, 2002 To: William Lopez Re: Submittals For Charleen Circle Dear William Lopez, Please see attached submittal #1 for asphalt 1/2" (C-2 and C-3) mix. Please feel free to contact me if you need more information. Thank You, Buddy Heuslein SIPP CONSULTING GROUP (858)573-1777-Telephone 4455 Murphy Canyon Road, Suite 100 (558)573-0069- Facsimile San Diego, California 92123 Februy 27, 2001 HANSON AGGREGATES P.O. Box 639069 Si Diego, California 92163-9069 Attention: Mr. Ed Chapman PROTECT: SAN MARCO S PLANT MIX DESIGN AND CONFORMANCE TESTING GREENBOOK 1/2'(C-2 and C-3) MIX Gentlemen: The attached tests were prepared in accordance with applicable ASTM procedures. No engineering opinion Is implied or expressed. Sincerely, Jo P. Sipp, Jr., P.E. JPSfjc Attachments 03,29/2002 11:57 FAX 833 715 5601 HANSON SALES l4J003 A. SIPP CONSULTING GROUP (858)573.1777-Telephone 4455 Murphy Canyon Road, Suite 100 (858)573.0069- Facsimile San Diego, California 92123 LA30RATORY NUMBER REPORT ON AGGREGATE TESTS - DATE 2/27101 CUNT: RAI'iSON AGGREGATES SAMPLE DATA: On 2114/01, S.C.G. sampled the A.C. JOB DATA: LABORATORY MiX DESIGN aggregates for conformance test. and mix design. SAN MARCOS PLANT MiX 9115 GREENBOOK 1/2" (C.2 and C.3) Sample No. - 1-Sin 2.l3iii 3-Bin Dust - - Combined Specifications %Used . 49 38 11 2 C-2 Sieve Size 314 tOO 2 100 100 100 1/2" 100 86 2 98 95.100 95-100 US" 92 12 2 87 80-95 _75-90 4 -- tOO 24 1 2 61 55-72 50-67 80 4 2 43 38.55 35-50 16 54__• 2 - 28 30 40 2 22 19-33 15-30 50 2' 2 14 100 14 2 9 200 (Wash) .8 - 2 - 5.9 4-6 4-7 I1veem Density 149.0 pof CA 366 Max. Theo. 156.1 pcI 4.6%_Air_Voids Sand Equivalent 60 CA217 AS Min, %Civshcd - - 9918 CA 205 2S Min. Moisture Vapor 34 - CA 307 25 Min. * Stripping None CA 302 25% Max. LA. Rattler t 100 Rev. 500 Rev. 4.7% 19.1% CA2II 45 Max. SeII 0.011 CA 305 - -- 0.030 Mai. liveern Stability ( 42 —_CA 366 35 Min. Remarks: Cleanness Value =80(2-Bin) We would recommend the use of 5.3% asphalt by D.W.A. "CONFORMS" with Greenbook 1/2" (C-? and C-3) Nose The maximum density should be verified as the date of actual production or when the jest strip is placed. SIPP CONSULTING GROUP W710~y.dtwl - J P. Sipp, Jr., P.E. By note - AUO EXCEPTIONS TAKEN 0 MAKE CORRECTI S NOTED SUBMIT SPECIFIED ITEMS 0 REVISE AND RESUBMIT 0 REJECTED deftwilt bt Wwrivnis made on the shop drawings dudng this review th nvictr of his responsib!ity to comply with to and speciflcatons. This review is only to ce the design 'conceptof the and th the Conbet Dir.ents. The cntrac fflam t414e1r to rizt eid riatiig all nSions aD eses aDd zñus 0& MIMUft-h: irtin The WTk d the ftRdW, and eiQmiiqg