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Home My WebLink About3610; LA COSTA AVE TRAFFIC SIGNALS; SUBMITTALS;CITY OF CARLSBAD 2075 Las Palmas Drive Carlsbad, California 92009 -1576 (760) 438-1161 ENGINEERING DEPARTMENT LETTER OF TRANSMITTAL DATE: April 29, 1999 JOB NO: 3610 ATTENTION: Pat Wiedenfeld RE: La Costa Avenue Traffic Signals TO: Sierra Electric 2295 Needham Road Suite 45 El Cajon, CA 92020 WE ARE SENDING YOU: Attached Shop Drawings Specifications Copy of Letter X Submittal Print Plans Change Order s1Jl* DATE 1 April 28, 1999 NO. DESCRIPTION 5.0 Submittal 5.0 - AC Mix Designs THESE ARE TRANSMITTED: For Approval For Your Use As Requested For Review and Comment REMARKS: None For Checking Resubmit 6 Copies for Approval X Approved as Submitted Design Only, Not for Construction Approved as Noted Return Corrected Change Order Returned for Corrections For Your Action Signed: —4 V Blame Barth APR-27-99 TUE 12:56 PM P. 02/03 S1PP CONSULTING GROUP (619)573-1777 - Telephone 55 Murphy Canyon Roads. Suite 100 (619) 573-0069 - Facsimile .n Diego, California 92123-4379 LABORATORY )4UMBR "ASPHALT CONCRETE MIX DESIGN' DATE-. 0'3394 WENT: ASPHALT. 1!C.. . JOB DATA: LABORATORY MIX DESIGN LAKESIDEPLANT iir MED. OR TYPE ITT, C-2 "GREErIBOOK_/7 -. SALE..DAtAi IWiI9S, ppConiiuItmg Gruup .Ie rtgap.fdi cóMonnsjee tbnd mu deiign. Seutpc No. I-Mn- . 3-T Di1i..J - vthiinl Scificaiion ''" 31 20 I GflIfl)b(Q3C Typc 111 CdltflhllN 4.- Mod. SYS r - l oo 1 100 . 100 100 - 112, 93 I - - .99 . 95-100 93-100 31W' . 9A 34 . : - 95 4 tOO . I - - - 50 -67 K £ S 91 - . 3 i. :. 33.30 16 72 I 36 _30 46 - -. - I 23 I5-30 SO V 1 - .14 100 17 1- 9: 200 (Wgh) . 9.3 . 1 3.6 - 4-7 1 3-8 - flvnDaiIy . )4). - 14.9 . 34% AkVod - Said Euivg - -_ 64 CA 217 . . 50 Mi. %crudad 98.2 CA 205 . . - 50 Mm. Maim vow 34 CA 307 CA 302 L.A. Renter ®19D Rev. 500 Rev. 4.21e .17.09/a CA2%t . . 15 Max. . 52 Max - SUCH 0.020 CA303 . -. 0.030 MIk Hv.cm Sisbihey 43 CA 366 -. . .- 35 Mm. Renwkx C1ceieax, Va1ie 79 (2-8ui)- We wcutd recoffawmid the uaeo43.% abahby D.WJ. "CONFORMV with Cahnns 1/2" Mcd. crGvrenha* (C-2 and C-3) NOTE: Mom &ey ehould be vcaificd 'a.iicn Ow us nnp isp)seed or at she daLe efeceuci pr9uetian. SIPP CONSULTING GROUP REVIEWED BY 3O)n P. SppJr,. P.S. tJ ACCEPTED AS SUBMITTED O ACCEPTED WITH COMMENTS. O NOTVACPTED-RESUBMIT BY _. DATE APR-27-99 TUE 12:57 PM P. 03/03 I SIPP CONSULTING GROUP 4455 Murphy Canyon .Road, 100 jan Diego, California 92123-4379 (619) 573-1777 Telephone (619) 573-0069 - Facsimile LABORATORY NUMBER -ASPHALT CONCRETE MIX DESIGN" DATE 10123198 CLiENT: ASPHALT, INC. . JOB DATA: LABORATORY MIX DESIGN LAKESIDE PLANT. S 314" MED. OR TYPE Ill. B-Z "GREENBOOIC" SArWLE DATA: Ot, I0/I5J98.Sipp Consulting Group samplod the A.C. a@te for cnfoTmunGe tosts and mix dcsigt. j - - Suip1c No. 3.Hin 4-Djii - Oii Co,tbired %VNed S 2-' 23 12 I __ bic 111 B-7 3/4 Mir 5 100 1 - 100 Iou Im 5 100 91 - 1 - 98 - 90-100 95-100 toO -. 116 23 I 88 315 - 93 25 1 - 1 69 60-75 65- 8(1 —' 100 24 • 2 . 47 - 40-55 v 25 8 84 - 4. 36 - 27-40 - 16 70 30 - _.1 - S i :19 12-12 $0 21 - I - 9. too 12 1 .6 100 (W&th) 2.0 I 4.3 . 3-6 3-b flVwT?mfly(pd) 144,0 Max. 1%W. - 149.9 39'. Air Voids SindEqoivilciii 64 CA217 45 Mm. 98.2 CA 203 25 Müi. Maim vapor 3$ - .CA30I 25 MU. Srnppmg t'kin CA 302 25% M. LA. Rattler 100 Rev. @SU0Rev. 4.2 .CA211 17.0 45 Max 0.019 CA 365 5 0.030 Man. NveemSuib4litv 43 - CA 366 3MSII. - Rnis&s Cicinness Value 58 (2-3)mj We would roommamd Ilic use 0(5.4% aspitsla by D.W.A. 'CONFORMS" mth C4Ia.ns314 Med. cc Griboc (-2 and ) SIPP CONSULTING GROUP REVIEWEP$Y NOTE: Max diiy should be vrrilied nicn the tan suip is pI*aed or at the dw Sipp. Jr., PE. YJ ACCEPTED AS SUBMITTED O ACCEPTED WITH COMMENTS O NOT A,CCPTED-RESUBMIT BY DATE CITY OF CARLSBAD 2075 Las Palmas Drive Carlsbad, California 92009-1576 (760) 438-1161 ENGINEERING DEPARTMENT LETTER OF TRANSMITTAL DATE: March 26, 1999 JOB NO: 3.610 ATTENTION: Pat Wiedenfeld RE: La Costa Avenue Traffic Signals TO: Sierra Electric 2295 Needham Road Suite 45 El Cajon, CA 92020 WE ARE SENDING YOU: 0 Attached 0 Shop Drawings 0 Print 0 Plans 0 Specifications 0 Copy of Letter 0 Change Order X Submittal COPIES 1 DATE March 25, 1999 NO. 4.0 .]1:lIl[.h' Submittal 4.0 - Concrete Mix Designs THESE ARE TRANSMITTED: O For Approval 0 For Checking 0 Resubmit 6 Copies for Approval O For Your Use 0 Approved as Submitted 0 Design Only, Not for Construction O As Requested X Approved as Noted 0 Return Corrected Change Order O For Review and Comment 0 Returned for Corrections 0 For Your Action REMARKS: Mix #102504 is not approved for use on this Project (only 2500 psi). Mix #202502 is not approved for use on this Project (only 2500 psi). Mix #103201 is approved to be used for All Concrete Within the Right-of-Way as defined in Section 201 of the Special Provisions. Mix #204001 is approved to be used for Traffic Signal Foundations as defined in Section 201 of the Special Provisions. Mix #104005 is approved to be used for Traffic Signal Foundations as defined in Section 201 of the Special Provisions. CCEeT? Signed: E74 Blame Barth ieri E1ectrie 2295 Needham Rd #5 El Cajon CA 92020-2003 Phone No. (619) 287-5008 Facsimile No. (619) 287-5228 License #733124 TO: BLAINE BARTH FROM: PATRICK WIEDENFELD DATE: 03.25.99 RE: CONCRETE SUBMITTALS, PROJECT #3610 TRAFFIC SIGNAL INSTALLATIONS ON LA COSTA AVE CalMat Co. 619 298 6613 03/25 '99 08:52 NO.611 02/11 (ii7A TRANSIT MIX "l P.O. Box 481179 Excondido. CA 92048-1179 Main Office (780) 737-3488 • Fax 0(760) 737-2612 V W Saas OffKe Fax 0(780)460-9488 03/25/99 SIERRA ELECTRIC 2295 NEEDHA RD., 04 EL CAJON, CA 92020-2003 LA COSTA BLVD BTW ECR & RSF CARLSBAD Dear Sir: AS pr your r-equet we are submitting the attached concrete data sheet(E) containing Palomar- Transit Mix Standard mix design(s) for. your approval for the above inntioried project. The cement will be in accordance with AST" C-250, Type IL low alkali- The aggregates and ready wii4d concrete will be from sources as indicated or, the data Each mix can be expected to produce con4ete meeting the acceptance criteria of ACI 318-97, paragrøph 5.3. for the respective compressive strength as indica.ed provided the design slump arid/or water/cement ratio is exceeded. * The attached mix designs tnlude Flyaah and Non-F lydsh mixes dependent upon the allowance of the the project. Ily eubmittod, L'-ry tga?i3ort 7t7ating Laboratory Enclosure Attached OSpth Offke Eacondido Oceanside (760) 480.8191 CalMat Co. 619 298 6613 03/25 1 99 08:52 NO.611 03/11 PALOMAR TRANSIT MIX Id Li A0CEIt T3TED D ACCEJVñiT1MENTS NO4CCEPTED-RESUBMIT 3/z/'1 Date. 25-11ar'-9 P1 Page Vuyri piter'ia1s C1flat 07;01 Mody Time; Ilix Design Weiçjbts and Vo1urzt CT.),: fl NurRb&z- 102504 Product UOfl: Y[ Schedule plant: 90 Designslump: 4.00 2500 PSI 0 28 bays terial Batch Percent Spciiic Absolute 0uantlty of Aggregate Gvity Volume CE1IENT 442.00 3 15 2.25 FLYAEH 94.00 2 05 0.73 1' CG 1460.00 44.02 2 89 8.10 316.00 10.05 2 74 1.85 WCC 1440.00 45.92 2 73 8.45 Water (gal. lbs.) 38.05 :i16.96 5.08 Adniture WRDA-64 15.50 0.30 )ARAVAIR 1000 1.50 0.00 Air percentage 2.00 0.54 E = = U/(C-F) Ratio 0.59 27.30 Aggregate Gradtngi Percent Passing I SIEVE SIZE I 21/2 1 3/4 1/2 3/8 4 8 16 30 50 100 20 ------------------------------------------------------------ 1' C6 I 100 100 100 85 35 12 3 0 0 0 0 0 3/8CG I 100 100 100 100 100 95 15 1 0 0 0 0 WCS I 100 100 100 100 100 100 98 82 62 4221 a CC')IBINED I 100 100 100 93 71 61 48 38 28 19 10 4 Aggregate, Source: is CG PALA 3/8C.O PALA WCS PALA Notes: 520C2500 APWA (Oreenbook) 1" Pump/Place (Kin. II" Line) Piepatch 0111cc Eucondido Oceanside (790) 4804191 CaUlat Co. 619 298 6613 03/25 '99 08:52 NO.611 04/11 ~lARTSffM P.O. Box 481179 E.condldo. CA 92048-1119 - W 0 ACCEPTED WITH-COMMENTS NOTA CEPTEDRESUBMIT Date: 25-Mar-99 V U i v 2Jiq"? Mix Page 71me: 07101 i:. Designeig)ts arid ____az~ CD! flc Number-: 202502 Product UO: YD Schedule plant: 90 Design slump: 4.00 2500 PSI 028 Days 1ateria1 Batch Percent Sp ciiic .Absolute Quantity of Aggregate Gravity Volume CE1ENT 520.00 3 15 2.65. 10 CG 1481.00 4.95 2 89 8.21 3/8C6 320.00 10.01 2 74 1.87 WCS 1465.00 46.04 2 73 8.60 Water (gal. lbs.) 38.40 19.87 5.13 Ad,,iixtuie: WRDA-64 15.60 0.00 DARAVAIR 1000 1.50 0.00 Air percentage 2.00 0.54 ==Now==== W/(C-F) Ratio 0.62 27.00 Aggregate Grading Percent Pasiig 1 SIEVE SIZE I 2 1/2 1 3/4 1/2 3/8 4 1 CC I 100 100 100 85 35 12 3/8'CG I 100 100 100 100 100 95 1 WCS 1 100 100 100 100 100 100 913 COMBINE() 1 ,180 100 100 93 71 61 4 Aggregate Source: 10 CC PALA 3/8CG PM.A WCS PAL.A Notes: 520C2500 APWA (Greenbook) 1" Pump/Place (Mm. 1e"Line) Dispoech 0111cc Escondido Oceanside 78O) 480.8191 8 16 30 50 100 20 0 0 -------------------------- 0 0 0 1 0 0 0 0 82 62 42 21 8 = = = = = = = = = = = = = = = = 38 29 19 10 4 material Batch Percent Sp Ousritity ----------------------------------------------------- of Aggregate Gr CEflENT 475.00 3 FLYASH 101.00 2 10 CG 1895.00 58.00 2 WCS 1296.00 42.00 2 Water (gal. lbs.) 38.45 320.29 Admixtures: WRDA-64 17.00 DARAVAIR 1000 1.50 Air percetitage 2.00 W/(CF) Ratio 0.56 due Absolute vity Volume 15 2.42 05 0.79 89 10.51 73 7.61 5.13 0.00 0.00 0.54 27.00 Caitlat Co. 619 298 6613 03/25 1 99 08:52 NO.611 05/11 PALOMAR 1sThxI C P.O. Box 481170 Escondido. CA 92048-1179 L2 AOC VflTE) O ACCEPTED WITh COMMENTS O NOT ACCEPTEDRESUBI IT 3111 Date: 25-)lat-99 Vulc y1ateria1s CEilflat Div- y 111c Time: 07:01 Design Weights and Vo um4s Page CD': Humber-: 103201 ri oduct UO)1: YD Schedule plant: 90 Design slump: 400 3250 PSI e 28 Days Aggregate Gradings Percent Passing 1 SIEVE SIZE 1 2 112 1 3/4 1/2 3/8 4 8 16 30 50 100 20 1' CG I 1,0 100 100 85 35 12 3 0 0 0 0 0 wc:s t 100 100 100 100 100 100 98 82 62 42 21 8 I COMBINED I 100 100 100 93 62 49 43 34 26 18 9 3 Aggxeçiete Source: 1' CG PALA WCS PALA Notes: 560C3250 APWA (Greenboolc) 1" Pump/Place (Min. II" Line) Dispatch Office Escondido Oceanside (700) 4804191 material Batch Percent Spi Quantity of Aggregate Gri 660.00 3. 1. CC 1412.00 43.91 2. 365.00 11.95 2. WCS 1340.00 44.14 2 Water (gal. iks.) 39.50 329.04 Adrts1ztur ec: WRtA-64 20.00 bATA.VA!R 1000 1.50 Air percentage 2.00 W/(C-F) Ratio 0.50 cific Absolute vity Volume 15 3.36 89 7.83 74 2.13 73 7.87 5.27 0.00 0.00 0.54 27.00 CalMat Co. 619 298 6613 03/25 '99 08:53 NO.611 06/11 1ThMi TRANSIT MIX - P.O. Box 481178 Escondido. C* 92048-1179 I - w ce a1DT?D ACCEPTED WITH COMMENTS D NOT AC EPTED-RESUBM 1: 4U`61 It 3I/4 Date: 25-Mar-,99 Vul i1aterias Calliat L)iv- 'fTrs Iy Mix Page Time: 07:01 ix DesignDesignWeights and V CD/ 1i )Iurnber: 204003 Product UO)i: YD Schedule plant: 90 Design slump: 4.00 4000 PSI & 28 Days Aggregate Gradings Percent Passing 1 SIEVE SIZE 1 2 1/2 1 3/4 11.2. 318 4 110 CC I 100 100 100 85 35 12 3 318C6 I 100 100 100 100 100 95 IS WCS 1 100 100 100 100 100 100 98 = = = = = = = = = = = I = == === = === = = = = = = = = = = = = == = COMBINED I 100 100 100 93 71 61 46 Açjgt-egte Sc.utce: is CC PALA 3/8C6 PALA WCS PALA Notes: . 660C1e000 APTJA (Oreenbook) 1" Pump/Place (Mm. k" Line) Dtspach Otfic. Escondido Ocearsolde (780) 4808101 8 16 30 50 100 20 0 0 ------------------------- 0 0 0 1 0 0 0 0 82 62 42 21 8 36 27 19 9 4 CalMat Co. 619 298 6613 03/25 99 08:53 NO.611 07/11 [i!i TRANSIT Mix; ail" _ P.O. Box 481179 L — EcndIdo. CA 92048.1179 __ LXI A OMNI 74 V71 U ACCEPTED WITH COMMENTS O NOT ACCEPTED-RESUBMIT • 3/4 Date: 25-Har-99 Vu a aIci Jy Him P. Time: 07:03 flic Design Weights and CD/ flim Number: 10400 Foduct U0: YD Schedule plant: 90 Design slump: 4 4000 PSI 0 28 Days Material Batch Percent Spe.ciic Absolute Quantity ----------------------------------------------------------------------- cd Aggregate Grevity Volume CEP1ENT 561.00 3.15 2.85 FLYASH 119.00 2 05 0.93 1 0 CG 1192.00 41.87 2 62 7.29 3/8Cc 442.00 14.88 2.74 2.59 WCE 1282.00 43.25 2 73 7.53 Water (gal. lbs.) 39.50 329.04 5.27 Admmtur'es: WRDA-64 22.00 0.00 DARAVAIR 1000 1.50 0.00 Air percentage 2. 00 0.54 W/(C-F) Ratio 0.48 27.00 Aggregate Gradin93 Percent Passing 1. SIEVE SIZE I 2 1/2 1 3/4 1/2 We 4 .1' CG i 100 100 97 75 42 17 2 3/8WCG 1 100 100 100 100 .100 95 15 WCS I 100 100 100 100 100 100 9e =========== I ======= COIIDINED I 100 100 99 90 76 65 45 8 16 30 ------------------------- 5010020 1 0 0 0 0 1 0 0 0 0 82 62 42 '21 8 36 27 18 9 3 Aggregate Source: 1 0 CG 3 / S • CC WcS Notes: MISSION VALLEY PALA PALA 660C4000 APWA (Greenboo) 1" Pump/Place (mm. 411 Line) DIpetd% Office Escondido: Ocmnelde (760) 480-8191 CaUlat Co. 619 298 6613 03/25 199 08:53 NO.611 08/11 CALIFORNIA PORTLAND JEMENT COMPANY 9350 OAK Ciseek ROAD. Mej*ve, CA 93301 /TEL. kaos, 824-2401 PAX(SOS)624-4908 Manufacturer's Certificatiop We hereby certify that Mojave Type uN Low Alkali cement supplied to you has been manufactured in accordance with and meets the standard requirements of the current ASTI C ISO specification for TYPE H and TYPE V cement. Additionally. Mojave Type Il/V cement meets the requirements of Caltrans Standazd Specifications Sec. 90 paragraph 2.01. Following are the averag4 chemical and physical data for the month of February, 1999: Chemical Analysis TYPE II TYPE 'j MOJAVE Requirements Requirements TYPE Ill V liiwl,la 1ltTh mlii W. ,n Aluminum oxide (A1203), max.% 6.0 Ferric oxide (Fe2O3). max,% 6.0 6.0 Magnesium oxide (MgO), max,% Sulfur trioxide (S03), max,% 3.0 Loss on ignition. max.% 3.0 Insoluble residue, max,% 0.75 AIkaIies(Na2O+0.6S8K20. max% 0.60 r Tricelcium silicate (OS). % Tilcalcium aluminate (C3A). max.% Tetracaiclum aiumlnoferrite (C4AF).% C4AF + 2 (CU). max% Physical Data Air content of mortar. max.% Normal consistency.% Passing 45um (no. 325) sieve, % Fineness, specific surface, min,m21kg Autoclave expansion. max% Compressive Strength, mm, Mpa, (psi) 3 days 7 days 28 days (from previous month) Vicat, Initial set, min.-max.,minutes C 1038. 14 day max, % expansion C 452. 14 day max, % expansion 10) False aI fin ni niine,1r21riri rriirl OJ - 54pera1u5 and methods used in this laboratory have been checked by the Cement and Concrete 4eierence Laboratory of the National lrisbt&ita of Standards and Technology. Major Oxides are analyzed by X-ray Fluorescence Sped' Applicable ASTM C 150 Notes Note B There a'e cues where ritimum S03 (using Test Method C5) for a particular cement is close to Of in excess of the limit in this specilicahon In such cam whemprsrti.s of. cement can be inedby siccedrig the SOThnut slated in iiis we. it is permiukile to exceed she Values in the tlo provided 4 has been demonstrated by Test Method C 1035 that IN cement etifi the increased 503 will not develop expansion us wile .xceedng 0020% 1114 ys When the niiiwlacwrnr s&çliei cement iindav Ova provlsi+. he shall, con request, stly stportng dale to the purchaser. P4ol. F Doss not .ply when the tional slilfale resistance ham a specifed Note 0 Whom dw sulfate resistance is specified. at slut1 be mused of the I,,iita of CM and C4AF-20A 1:~&% -Jerold S. Kcnicdy, QuaIi)' Control Superintendent 8 12 280 0.80 Y : P2;0 0.80 I 2.3 3.0 0.75 0.60 (F) 3.23 3.90 1.95 0.99 0.17 0.57 59 2 12 II 97 iV 390 10.0 8.0 24.7 (1450) (1160)' (3576) 17.0 15.0 31.8 (2470) (2180) (4812) 28.0 21.0 44.1 (4080) (3050)! (6395) 45-375 45-375 120 0.020 0.020 0.007 0.040: 0.031 cn *7 CalMat Co. 619 298 6613 03/25 '99 08:54 NO.611 09/11 4-?-d1IuD1'LI:.• p,lu • T to , Phoenix Cement Company Clarkdale, Arizona 86324 FLYASH CERTIFICATION I---------------------------------------------------------------------- Ihipped to: )I I material-. CIASS F PLYASH PHOENIX CEMENT COMPANY P 0 BOX 35395 Source: 4 COrners PHOENIX, AZ 85069 Specificatiqns: ASTM C-618-96 Sample/Testing Method: ASIM C-311-96A Lot ID: 509 Date: 2-0 -99 ------------------------------------------------------------------------------- CHEMICAL ANALYSIS; Total: 9102 + A1203 4 Fe2O3 92.49 Sulfur Trioxide, S03 0.03 It Loss on Ignition 0.45 % Available Alkalies as Na2O 0.40 % Moisture Content 0.04 % R Factor PHYSICAL DATA: Fineness (+325) 14.9 % Pozzolanic Activity Index 7 day with lime 28 day with cement (% of control) - 86.41 % Water requirement 94.21 % Autoclave Expansion or Contraction 0.04-% Uniformity Requirements Specific Gravity (Var from avg) 1.75 % Fineness (Var from avg) 1.27 S Specific Gravity i 2.02 --------------------------------------------------1------------------------ All tests have been made in strict accordance with the current standards of the American Society for Testing and Materials covering the type of f]yaeh epecif Led above. ...f I Ct Lee Corby, Qiality CgVntrol Manager CalMat Co. 619 298 6613 03/25 9908:54 NO.611 10/11 Data S Description; WROA'64 iso pakjriier based aqueous Sc4uliQ'l Cf complex oigamc compounds. WRDk64 is a readyrouse low viScOSity liquid which is factory pie-mixed in exact pro- portions to minimize handling. eliminate mis- takes and auesswozk. WRDA64 contains no calcium chloride and weighs opproximorely 10.1 lbs./gollon 11.21 kg/U. Uses: WRDA8.4 produces o concrete with lower water content (typically 8 to 10% reduction), greater pIaiiciiy and higher strength. It is used in readymix plants. block and concrete produc; plants, in lightweight and prestressed wherever concrete is produced. Advantages: WROA-64 offers signifcore odvo es over Single component water reducers Water reduction and selling times ore more consis- tent due to the polymer components. WRDA-64 also performs especially well in concrete containing By ash and other pozzolarts. The use of WRDA.64 produces a plastic con- crete that i5 more workable, easier to place and more finishobte than plain or other odrniiured :oncrete. in the hardened state, "DA-64 concrete has higher compressive and fteuroI strengths or all ages ihcn uritreot- ed OT conventional cdmbrtured ccncfele. The greater degree of plasticity achieved. compared with conventional water-reducing admixtures. allows Improved finkbilti. FinshoiIity: Finishers hoe voted that the cement paste, or manor, ti W0A64 odmi4ured concrete has improved vrowelability. The influence of WRDA'ô has been and now o smooth Additlo The oddii 3to6 flu 1195-3Q is require addition pertxma the other cr.dition diorctei Dispensing Equipment: A complete line of accurate, automatic dispensing equipment is available. WRDA.64 may be introduced to the mix on the sand or in the waler. Compatibility with ether Admixharos: WQDA.64 is compatible in concrete with oil air-entraining admixtures such as Darer' II AEA and Don3voir'. Due to the slight' o,r'entTa,ning properties CI WRDA64. itself the addition rote of air-entraining admix- ture may be reduced by about 25%. By com- bining the separate effects olair'enurairtirig and dspersion, the water requirement of concrete may be reduced up to 15%. Each admixture should be added separately. While WRDA64 contains no calcium chloride, it is compatible with calcium chloride in concrete mites. Again, each should be added separately. Packaging: WROA64 Is available in bulk delivered by metered tank trucks, and in 55 gallon (2 10 LI drums. WRDA64 contains no flammable. ingredients. It will freeze at about 281 i 2C). but w11 return to strength after thaw g and thorough agitation. irchtects' Specification for Concrete Vater4educing Admixiure; doncrese shalt be designed in accordance vith ACI Standard Recommended Practice Ifr Selecting Proportions for Concrete. AO 211. Ihe wotei'i'eduong (or woier'redvcing and rtøtding) admixture shall be WRDA64. as thanufacsured by Grace Construction Products, or equal. The admixture shall not contain cakium chloride. It shall be used in jtrict accordance with the manufacturer's rec- mmendoiions. The admixture 5h0ll comply iurilh ASTM Designation C 494. Type A rjvoter'reducing or Type D watenveducing $nd retarding) admixtures. Certification of once Aoll be made avaable on 'the admixture shall be considered pan of the tal water. The admixture shell be delivered a reodyrouse liquid product and shaft require no mixing at the botching plant or b site. W.R. Over. & Co--Cons. 02 Whiiremore Avenue,Cambridge. MA 02140' 1602 Tel: (617) 870.1400 WAD,,. Doren and Da woo i, are r1911,.r.d p.d.ini5a at W.I. Giuc. S Co Cøi. W. hop. Ow I4rnn,oi.rn, given ha. we be h.lptui. ba based an doft and hoo.I.dqe, caniid.iid to be was and occuvo,s and is ofh,.d for 4w u.s/s cos,srd.raaan. .nasuiqstton and ..dficr,iio.. hut We do NO wa.. ik. ,.r,b, so b. obtained. Pt..,. ,asd all Ifanaso,,., ,.cauirn$d&ion. or ions ui cønpnc.aon .;rnon, crnudiiioni of iota ..ilàds apply all good; sab.d tip to. No '.'oo.a. rsca,.n.ndgtlan ci ..gg.shon i i.asndsd to. Oaf use v.lcti .asJd iiIii.pe any prns or cu,,'ill.. Oroc. Caitsaucijan Producis, Wa. Coca. S Co.-Conn.. 62 whis.rnuw. £j,ns.. Cwnb,idg., iilAO2t4O.1612. Cop,nlu 1994. WI. Grac. & CoCoa... CM366I Mued in USA. 3/94 FA/GM/2.3A4 GPtW4wE Construction Products Mz Adjustment CalMat Co. 619 298 6613 03/25 1 99 08:54 NO.611 11/11 D a t a S h •o é t Daravair -1000 AIRENTRAINING ADMIXTURE ASTM C 260 AASHTO M 154 Description Daro,ar I XO is a liquid aireur.ining cdmixi.re thc; priv'des freeze4ow resisrQr.ce. ,i.-d cr.rrl, and finiftbility perrrrc :cu i.e full range of concrete mix deigns. Cccaok-l000 is a dean. IighFotre ;r-.duct de5cred to generate 5pSCik3hCn.CIiPy Ott 5SO1S. Based on a hi grads crtified rosin formulation. D.o;r. ICC') is clemically similar to winscicsed 20ducr3. but with increased purity and s..ppiy dependability. Uses Dcrocir I CX0 may be used wherever the purposeJ rur3inment of air is required by cancee specifications. Formulated yo, per form acs the entire spectrum at Foduclion mires. Dcr:.eir-I 000 generates quality. Freeze*aw resipJnt air systems in concrete condihefl3 ici include the lollowing: Low Sharp Pgvir.g COMITol I.ti Edtuded Slip Form Mi**t Coraining Hot Wt.r and Prec, High Cenent Factor FyAsh and Slag Supe,?losttczers Manufrured Sand, Air-entraining Acton Air Is ln.,çor3red Into the concrete by the mechar'cs t1 mixing and stabilized into mil. lions of dgrere nmicroscopfc bubbles in the pesece of a specikay designed or enfloinir.g admixture such as Dovwoiri 000. These air bubbles act much like flexible bag brings increasir.g the mobit,. or plasticity end wikby at the concrete This can C a reduction i, mixing water vv mixing kss of slump. Placeabiliry is impived. Baed.ng. plastic shtinkage and segregcnon are minimized. Through the purposeful entrainment Of air. Darocirl 000 tnaice'Iy increases the db;Iiry at c0ncre to severe exposures FQdiC04 to free:;ng and thawing. k Ics also demonstrated a remorkble ability to ispaIt resistance to the oction of frost ord dicing salts as well as sulfate. sea and alkohne waters. Compatibility with Other Admixtures Darovair-11000 is Fully effective and compatible In concrete with other cdmbirures. EACH sAC&MIXIJJRE. HOWEVER, SHOULD BE ADDED TO THE CONCRETE SEPARATELY. Addition Rate There is no swidlatJ add Won rote For ravP1000 The orriourit to be used will depend upon he amount OF air required Fr job conditions. uudy in the ranged 4 to 8%. TypIcal Factors which might inRvenc, the amount of cirenpaining admixture required ore, temperature, cement, sand gradation. and the use of extra fine mrerids as By ash and mIcrdsco. Typcd Darai.air- 1000 addition rates range From & ea, 3 Fluid ounces per ICOIbs. 150 to 200 mV 100 kg) OF cement. The airenlraining capacity of rØvair. 1000 is USUOflY increased when other concrete admixture, ore contained in the concrete. poafculatly eredudngadmixtures and wotercedvcing retarders. This may CHOW up too Ii,athirds reduction In the amount of Dom-air-1000 required. Enh'oined air w;ll increase the volume ci this concrete maliir.g it necessary to adjust the m4c prcponions to mairsain the cementv and yield. This may be accomplished by a e4uc11on in was requ1menI and aregate conisni. Dipensing Equipment A éotvtphft line etoccurate automatic ds' pehsing equipment Is atoilable. These cx- pehsers can be located 'a discharge into the wr tire, the mixer, or on the sand Pckaging Dtadr-1000 is *voJthh in bA deli-,ered byinatered 'anic rucla and in .55 gollor. 12 IOU drums. Daro'olr-!000 contoms no llattsntable Ing'edienis. DARAVAIP4 000 Wtt FREEZE AT ABOUT 3(°F fl *C) BUT tTSMR8sRNlNG PROPERTIES ARE C(MPLErE1Y RESTORED BY THAWING At4D THOROUGH MECHANICAL AalTAnoN. GRACE Costruct$0fl Piodict$ CITY OF CARLSBAD 2075 Las Palmas Drive Carlsbad, California 92009-1576 (760) 438-1161 ENGINEERING DEPARTMENT LETTER OF TRANSMITTAL DATE: February 11, 1999 JOB NO: 3610 ATTENTION: Pat Wiedenfeld RE: La Costa Avenue Traffic Signals TO: Sierra Electric 2295 Needham Road Suite 45 El Cajon, CA 92020 WE ARE SENDING YOU: 0 Attached 0 Shop Drawings 0 Print 0 Plans 0 Specifications 0 Copy of Letter 0 Change Order X Submittal COPIES 3 DATE February 1, 1999 NO. .]!sl:1l2I[.]i 1Submittal 2.0- Traffic Signal Equipment THESE ARE TRANSMITTED: For Approval 0 For Checking 0 Resubmit 6 Copies for Approval For Your Use 0 Approved as Submitted 0 Design Only, Not for Construction As Requested X Approved as Noted 0 Return Corrected Change Order For Review and Comment 0 Returned for Corrections 0 For Your Action REMARKS: None —7— CC: File-.-' Signed: Blame Barth MEMORANDUM February 10, 1999 TO: iaire Barth,Senior Construction inspector FROM: Associate Engineer PROJECT 3610, TRAFFIC SIGNAL & STREET LIGHTING SUBMITTAL I have reviewed the submittal for the materials needed for three (3) traffic signals and street lighting installations on La Costa Avenue at Romeria Street, Vieja Castilla Way and Cadencia Street; submitted by McCain Traffic Supply. One (1) copy of the submittal is attached. The submittal is dated 1/29/99 and was received on 2/3/99. The submittal generally consists of the original submittal sheets. In general, the submittal is adequate, with the exception of the comments noted below. The local intersection control program to be installed in each Type 170 controller should be BiTran 200SA, not 200CA. The R73-5 mast arm sign specified for La Costa Avenue & Vieja Castilla Way should be changed to R73-3, as shown on the plans. CORRECTIONS OR COMMENTS MADE IN THIS MEMO OR ON THE SHOP DRAWINGS DURING THIS REVIEW DO NOT RELIEVE THE CONTRACTOR OF ITS RESPONSIBILITY TO COMPLY WITH THE REQUIREMENTS OF THE DRAWINGS AND SPECIFICATIONS. This review serves 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 all trades; and performing the work in a safe and satisfactory manner. .JOFuii T. KIM, P.E. Associate Engineer Traffic Operations Section c: Public Works Director Traffic Engineer Principal Construction Inspector attachment: (1) copy of submittal G.. 2295 Needham Rd #45 El Cajon CA 92020 Off: (619) 287-5008 Fax: (619) 287-5228 Submittals - •J CIIL.M —) L4.dIU i...w ACCEPTED WITH COMMENTS 2 NOT ACCEPTED-RESUBMIT 3'j: z/II1ff V 1) t.o(Ac- ,N.r(tS&T* CONTL ??.o6L4v- ro 91: /nr4C4J) /At a44 1IjC 170 Coieflz,U-(t . 8 11WI 200 5i4 MOT 20o c4 2) 17+€- R-73-C ftl.i-sr 11i" 41 /sc' (.ii-.i t4y '4rcstzcr& 44LA_ &iE Z73-3 pCP.. 113 Ik4M6 CITY OF CARLSBAD Project: Traffic Signals at Romeria/La Costa Ave., Viejo Castilla/La Costa Ave., and Cadencia/La Costa Ave. Project No. 3286 2-5.3.3 Submittals, add the following: When submitted for the Engineers review. Shop Drawings shall bear the Contractor's certification that the Contractor has reviewed, checked, and approved the Shop Drawings and that they are in conformance with the requirements of the Contract Documents. The Contractor shall subscribe to and shall place the following certification on all submittals: "I hereby certify that the (equipment, material) shown and marked in this submittal is that proposed to be incorporated into this Project, is in compliance with the Contract Documents, can be installed in the allocated spaces and is submitted for approval." By: Title: 19-zi/AJ z4: Date: Company Name: Add the following: 2-5.4 Record Drawings, The Contractor shall provide and keep up-to-date a complete "as-built" record set of blue-line prints, which shall be corrected in red daily and show every change from the original drawings and specifications and the exact "as-built" locations, sizes and kinds of equipment, underground piping, valves, and all other work not visible at surface grade. Prints for this purpose may be obtained from the Agency at cost. This set of drawings shall be kept on the Job and shall be used only as a record set and shalt be delivered to the Engineer upon completion of the work. Payment for performing the work required by section 2-5.4 shall be included in various bid items and no additional payment will be made therefor. 2-9 SURVEYING. 2-9.1 Permanent Survey Markers, substitute the following: The Contractor shall not disturb permanent survey monuments or benchmarks without the consent of the Engineer. Where the Engineer concurs, in writing, with the Contractor that protecting an existing monument in place is impractipal, the -Contractor shall employ a licensed land surveyor or a registered civil engineer authorized to practice land surveying within the State of California, hereinafter surveyor, to establish the location of the monument before it is disturbed. The Contractor shall have the monument replaced by the surveyor no. later than thirty (30) days after construction at the site of the replacement is completd. The surveyor shall file corner record(s) as required by § 8772 and 8773, et seq. of the California BuSiness and Professions Code. When a change is made In the finished elevation of the pavement of any roadway In which a permanent survey monument is located, the Contractor shall adjust the monument frame and cover to the new grade within 7 days of paving unless the Engineer shall approve otherwise. Monument frames and covers shall be protected during street sealing or painting projects or be cleaned to the satisfaction of the Engineer. 2-9.3 Survey Service, substitute the following:. The Contractor shall hire and pay for the services of a surveyor to perform all work necessary for establishing control, construction staking, records research and all other surveying work necessary to construct the work, provide surveying services as required herein and provide surveying, drafting and other professional services required to satisfy the requirements of the Land Surveyors Act. Surveyor shall be resident on the site during all surveying operations and shall personally supervise and certify the surveying work. .. _ ..- ,.%__._ _z iI . 3AN-29-1999 14:12 MCCAIN TRAFFIC SUPPLY 760 727 8194 P.01/09 McCAlN A 'I! RAFFIC SUPPLY Material List Customer SIERRA ELECTRIC I S.O.# 990359 I P.0.1118 Contact Person PAT WIEDENFELD Phone 1619-287-5008 IFax #619-287-5228 Agency Carlsbad - Sales Peon Carol Murphy Job Name La Costa Ave (3 Locations) Job Type Public Inspect. Req. No I Cede Req.jNo Contract Time N/A Inspection I N/A Mall on Hand None ISub for App. lNone Order Date 1-29.99(1.22.99) Revision 81 lRev- Date Ship To Information Commodity Date Address Signals 4,19.99 To be determined Controller Assembly 4.1.99 SMI Test Lab. 9932 Prospect Ave #134. Santee. CA 92071 Luminaires 4.19.99 7192 Mission Gourge Rd. San Diego, CA 92120 Poles 4.19.99 Dropsite at Jobsite, Carlsbad, CA Anchor Bolts 3.15.99 7192 Mission Gourge Rd. San Diego, CA 92120 Saniwe 4.19.99 To be determined Pre-emption Equipment 4.19.99 7192 Mission Gourge Rd. San Diego, CA 92120 SNS 4.19.99 To be determined Reg Signs 14.19.99 7192 Mission Gcurge Rd, San Diego, CA 92120 Sale Is subject to McCain Traffic Supply Standard Terms and Condidoris. Description Vendor - Signals McCain Controller Assembly McCain Luminaires G.E. (MTS Stock) Poles Valmont Anchor Bolts Blue Circle Service . P.U.P. (MTS Stock) Pre-emption Equpment Henberger SNS McCain Reg Signs HI-Way Safety McCain Traffic Supply Pages 1 of 9 JAN-29--1999 14:12 MccAIN TPFFIC SUPPLY 760 727 8104 P.02/09 McCAIN. AI TRAFFIC I SUPPLY Material List L Customer1SIERa ELECTRIC I S.O.# 1990359 I P.O., 118 SJGNSPEC1FICATNi7 PER CALTRANS 1995 MRIC SPECS PLASTIC HOUSING FULL CIRCLE VISORS, POLY GLASS VEHICLE SIGNAL LENSES ALZAK REFLECTORS PLASTIC BACKPLATES ALL BLACK, EXCEPT FRAMEWORK IS GREEN TYPE A PEDESTRIAN SIGNAL, POLY INCLUDE 69W PEDESTRIAN SIGNAL LAMPS GLASS PEDESTRIAN SIGNAL LENSES ALUMINUM TERMINAL COMPARTMENTS BRONZE MAS & MAT 5x7 PUSHBUTTONS 1988 STYLE PPB SIGN (R62) INSTALL A.D.A. (50MM) PUSHBUTTONS. STAINLESS STEEL TAMPER PROOF SCREWS FOR PPB SIGN & CAP FURNISH VEHICLE SIGNAL LAMPS INSTALL TEMPERATURE COMPENSATED L.E,D.S IN RED SECTIONS SIGNALS FOR LA COSTA AVE & ROMERIA ST. 4 MAS [RYG]12' 2 MAS [RA.YA.GA]12" 2 SV-2-TB [RA,YA,GA]RODI [RYG]12 LOb 2 SV-2-TB [RYG]12. (RYG1I2 4 L.E.D. RED 12" ARROW, TEMP COMP. 432-1314-001 10 L.E.D. RED 12" BALL TEMP COMP, 432-1210-001 8 PEDESTRIAN SIGNAL, INSTALLED IN FRAMEWORK 4 SP-2-T FRAMEWORK 4 PPB SIGN R62D 5X1 LEFT 4 PPB SIGN R62D 5X7 RIGHT 8 PPB HOUSING. ADJUSTABLE, 5X7 8 12" THRU BOLTS 8 14"THRU BOLTS 42 12" FULL CIRCLE VISOR 28 1O5OL12OV SIGNAL LAMP 16 69W 120V SIGNAL LAMP McCain Traffic Supply Pages 2 of 9 JAN-29-1999 14:12 McCAIN TRAFFIC SUPPLY 760 727 0104 P.03/09 116 McCA1N A TRAFFiC SUPPLY Material List CustomeriSlERRA ELECTRIC I S.O.# 1990359 1 P.0.8118 SIGNALS FOR LA COSTA AVE & VIEJA CASTILLA WAY 3 MAS (RYG]I2" 1 MAS (RA.YA.GAJ12" 2 SV-1-T [RYG]12 LOP 1 SV-1-T [RYG]12 ROD 1 SV-2-TB [RVG1I2, [RYG]12. I TV-I-I [RA,YA,GA] ROD 2 L.E.D. RED 12" ARROW. TEMP COMP. 432-1314-001 8 L.E.D. RED 12 BALL, TEMP COMP. 432-1210-001 6 PEDESTRIAN SIGNAL, INSTALLED IN FRAMEWORK 1 SP-1-T LOP FRAMEWORK 1 SP-1-T ROD FRAMEWORK 2 SP-2-T FRAMEWORK 3 PPS SIGN R62D 5X7 LEFT 3 PPB SIGN R62D 5X7 RIGHT 6 PPB HOUSING, ADJUSTABLE. 5X7 2 6"THRU BOLTS 8 12"THRU BOLTS 4 14"ThRU BOLTS 30 12" FULL CIRCLE VISOR 20 1950L 120V SIGNAL LAMP 12 69W 120V SIGNAL LAMP McCain Traffic Supply • Pages 3 of 9 JAN-29-1999 14:12 MCCAIN TRAFFIC SUPPLY 760 727 0104 P.04/09 McCAIN A RAFFIC -I-T SUPPLY Material List [ CustomerJSIERRA ELECTRIC I I S.O.S 1990359 I P.0.8118 _J SIGNALS FOR LA COSTA AVE & CADENCIA ST. 4 MAS [RYG]12' 2 MAS [RA.YA,GAJ12" I SV-1-T PV (RYG] ROD 4 SV-1-T [RYG]12 LOD I SV-1-T (RYG1I2 ROD I TV-0-T fY]12 WITH SIGN LIGHT 2 TV-1-T [RYG]12 ROD 2 TV-2-T (RA,YAIGAIROD. (RYG]12 LOD 4 L.E.D. RED 12" ARROW, TEMP COMP. 432-1314-001 13 LE.D. RED 124 BALL, TEMP COMP, 432-1210-001 8 PEDESTRIAN SIGNAL, INSTALLED IN FRAMEWORK 4 SP-1-T LOD FRAMEWORK 4 SP-1-T ROD FRAMEWORK 4 PPB SIGN R62D 5X7 LEFT 4 PPS SIGN R62D 5X7 RIGHT 8 PPS HOUSING, ADJUSTABLE. 5X7 8 6" THRU BOLTS 8 12"ThRUBOLTS 4 I4THRU BOLTS I FLASHING BEACON CONTROL ASS'Y W/DIMMING I REFLECTOR FOR INCANDESCENT SIGN LIGHT I SOCKET FOR INCANDESCENT SIGN LIGHT 52 ir FULL. CIRCLE VISOR 35 1950L 120V SIGNAL LAMP 16 69WI2OV SIGNAL LAMP LUMINAIRES FORLA COSTA AVE & ROMERIA ST. 4 G.E. 250W MULTI-TAP LUMINAIRE W/P.E. 4 250W HPS LAMP 4 7790B PHOTO CELL 4 BAF1O 4 HEBAA LUMINAIRES FOR LA COSTA AVE & VIEJA CASTILLA WAY 2 G.E. 250W 120/240V LUMINAIRE WJP.E; 2 250W lIPS LAMP 2 77908 PHOTO CELL 2 BAFIO 2 HEBAA McCain Traffic Supply Pages 4 of 9 JAN-29-1999 14:12 •McCAIN TRAFFIC SUPPLY 1 760 727 61:84 P.05/09 McCAIN AM TRAFFiC SUPPLY Material List CustomeriSlERRA ELECTRIC I I S.O.* 1990359 I P.O.# 118 LUMINAIRES FOR LA COSTA AVE & CADENCIA ST. 4 G.E. 250W 120/240V LUMINAIRE WIP.E. 4 25OWHPSLAMP 4 7790B PHOTO CELL 4 BAFIO 4 HEBAA ST. NAME SIGNS. INTERNALLY ILLUMINATED TYPE A go UPPER CASE. 6" LOWER CASE, SERIES E LEGEND WITH SQUARE BORDER ST. NAME SIGNS FOR LA COSTA AVE & ROMERIA ST. 88 PANEL, WHITE ON HOLLY GREEN 48' ISNS HOUSING WITH P.E.R. 4 STANDARD McCAIN ISNS BRACKET SET ST. NAME SIGNS FOR LA COSTA AVE & VIEJA CASTILLA WAY 68 PANEL, WHITE ON HOLLY GREEN 3 8' ISNS HOUSING WITH P.E.R. 3 STANDARD McCAIN ISNS BRACKET SET ST. NAME SIGNS FOR LA COSTA AVE & CADENCIA ST. 88' PANEL, WHITE ON HOLLY GREEN 48' ISNS HOUSING WITH P.E.R. 4 STANDARD McCAIN ISNS BRACKET SET PRE-EMPTION FOR LA COSTA AVE & ROMERIA ST. 4 MINI ASTRO BRACKET 1 TURN-ON SUPPORT PRE-EMPTION FOR LA COSTA AVE & VIEJA CASTILLA WAY 3 MINI ASTRO BRACKET 1 TURN-ON SUPPORT PRE-EMPTION FOR LA COSTA AVE & VIEJA CASTILLA WAY 3 MINI ASTRO BRACKET TURN-ON SUPPORT McCain Traffic Supply Pages 5 of 9 JAN-29-1999 14:13 Mc.CAIN TRAFFIC SUPPLY 760 72'? 0184 P.06/09 4 McCAIN . TRAFFIC AF SUPPLY Material List CuetomerlSIERRA ELECTRIC I 8.0-0 1990359 I - P.O* lie CONTROLLER FOR LA COSTA AVE & ROMERIA ST. 1 332 CABINET, ANODIZED I INSTALL BEST LOCKS 1 170E CONTROLLER I 412C PROM MODULE FOR BITRAN 1 BITRAN 200CA PROGRAM 1 210 EDI MONITOR 1 404 MODEM 1 C-2 CABLE 2 204 FLASHER 3 242 ISOLATOR 4 430 F.T.R. 10 200 LOADSWITCH 11 222 EDI DETECTOR 1 FLOUR LIGHT & I SWITCH. 332 I CERTIFICATION OF COMPLIANCE CONTROLLER FOR LA COSTA AVE & VIEJA CASTILLA WAY 1 332 CABINET, ANODIZED I INSTALL BEST LOCKS 1 170E CONTROLLER 1 412C PROM MODULE FOR BITRAN 1 BITRAN 200CA PROGRAM 1 210 EDI MONITOR 1 404 MODEM 1 C-2 CABLE 2 204 MODULAR FLASHER 3 242 ISOLATOR - 4 430 F.T.R. 6 200 LOADSWITCH 7 222 EDI DETECTOR 1 FLOUR LIGHT & I SWITCH. 332 I CERTIFICATION OF COMPLIANCE McCain Traffic Supply Pages 6 of 9 JAN-29-1999 14:13 McCAIN TRAFFIC SUPPLY 76 727 6104 P.07/09 McCAIN -A1116 TRAFFIC SUPPLY Material List CustomerjSlERM ELECTRIC I I S.O.# 199O359 I P.O.# 118 CONTROLLER FOR LA COSTA AVE & CADENCIA ST. 1 332 CABINET, ANODIZED I INSTALL BEST LOCKS I 170E CONTROLLER 1 412C PROM MODULE FOR BITRAN 1 BITRAN 200CA PROGRAM 1 210 ED[ MONITOR 1 404 MODEM 1 C-2 CABLE 2 204 FLASHER 2 242 ISOLATOR 4 430 F.T.R. 10 200 LOADSWITCH 11 222 FbI DETECTOR I FLOUR LIGHT & 1 SWITCH, 332 1 CERTIFICATION OF COMPLIANCE ----Direct Shipments---- - PREEMPTION EQUIPMENT FOR LA COSTA AVE & ROMERIA ST. 4 3M 721 DETECTOR 4 3M 752 DISCRIMINATOR PRE-EMPTION FOR LA COSTA AVE & VIEJA CASTJLLA WAY 3 3M 721 DETECTOR 2 3M 752 DISCRIMINATOR PREEMPtION FOR LA COSTA AVE £ CADENCIA ST. 2 3M 721 DETECTOR 2 3M 752 DISCRIMINATOR POLES FOR LA COSTA AVE & ROMERIA ST. 2 20' SMA FOR 17-3-70 217-3-70 2 40' SMA FOR 26-4-70 226-4-70 2 12' LUMINAIRE MAST ARM 2 15' LUMINAIRE MAST ARM 4 DETAIL U 4 TRAFFIC POLE BASE COVER It McCain Traffic Supply Pages 7 of 9 JAN-29-1999 1413 MeCAIN TRAFFIC SUPPLY 760.727 8184 P.08/09 TM cCAIN A TRAFFIC SUPPLY Material List J CU$tOm.rJSIERRA ELECTRIC I I S.O.# 1990359 I P.O.# 118 POLES FOR LA COSTA AVE & VIEJA CAS11LLA WAY 1 TYPE 1-A 10'. GALV STEEL 1 20' SMA FOR 17-3-70 1 17-3-70 1 25' SMA FOR 18/19-3-70 1 19-3-70 1 35' SMA FOR 23/24-4-70 1244-70 2 12' LUMINAIRE MAST ARM 3 DETAIL U I LIGHT POLE BASE COVER 3 TRAFFIC POLE BASE COVER POLES FOR LA COSTA AVE & CADENCIA ST. 5 TYPE 1-A 101, GALV STEEL 2 20' SMA FOR 17-3-70 217-3-70 240' SMA FOR 26/27-4-70 226-4-70 4 15' LUMINAIRE MAST ARM 4 DETAIL U 4 LIGHT POLE BASE COVER 4 TRAFFIC POLE BASE COVER ANCHOR BOLTS FOR LA COSTA AVE & ROMERIA ST. 12 5/8'X18')(3"ANCHOR BOLTS 36 3/4"X18X4" ANCHOR BOLTS 20 1 1/2"X47'X6" ANCHOR BOLTS 24 1 314"X42"Xr ANCHOR BOLTS ANCHOR BOLTS FOR LA COSTA AVE 8 VIEJA CASTILLA WAY 4 5I87X18"X3 ANCHOR BOLTS 8 3!4X1rX4" ANCHOR BOLTS 41 1/2"X42"X6" ANCHOR BOLTS 8 1 3/4"X42'X6° ANCHOR BOLTS ANCHOR BOLTS FOR LA COSTA AVE & CADENCIA ST. 4 518"X1 8"X3" ANCHOR BOLTS 24 314"X1 8"X4" ANCHOR BOLTS 8 1 1/2"X42"X6" ANCHOR BOLTS 8 1 3l4X42"X6 ANCHOR BOLTS McCain Traffic Supply Pages 8 of 9 JAN-29-1999 14:13 McCAIN TRAFFIC SUPPLY 760 727 8184 P.09/09 T McCAIN AFFIC SUPPLY A TR Material List CustomerISIERRA ELECTRIC 3.0.6 19903N J P.0.0lie SERVICE FOR LA COSTA AVE & ROMERIA ST. 1 SAN DIEGO CITY SERVICE 1 30A I P 120V CS 65 KAIC I 5OA1PI2OV CB- 65 KAIC SERVICE FOR LA COSTA AVE £ VIEJA CASTILLA WAY I SAN DIEGO CITY SERVICE 1 30A I 120V CB 65 KAIC 1 50A1PI20VCB 65 KAIC SERVICE FOR LA COSTA AVE & CADENCIA ST. 1 SAN DIEGO CITY SERVICE 1 30A IP 120V CB 65 KAIC 1 50A IP 120V CS 65 KAIC MISCELLANEOUS FOR LA COSTA AVE & ROMERIA ST. 2 R73-3 MAST ARM SIGN, HIGH INTENSITY 2 R34 MAST ARM SIGN. HIGH INTENSITY MISCELLANEOUS FOR LA COSTA AVE & VIEJA CASTILLA WAY 1 R34 MAST ARM SIGN, HIGH INTENSITY 1 R34-2 MAST ARM SIGN, HIGH INTENSITY 1 R73-5 MAST ARM SIGN. HIGH INTENSITY MISCELLANEOUS FOR LA COSTA AVE & CADENCIA ST. 2 R73-3 MAST ARM SIGN, HIGH INTENSITY 2 R34 MAST ARM SIGN, HIGH INTENSITY McCain Traffic Supply Pages 9 of 9 TOTAL P.09 pp—jq':j jçj:'3. L1EK1J IJ5I. .4..4 4iU''- Section 2-2 Fuseblocks And Fusetiolders Tron1, In-Line Wate FusehoJders Single Pole' -- Type Sc Fuses Ii HEG- HEW HEC- HEJ- For SC fuses 0 to 15A. 300V For Type SC-2O Fuses; 20*. For SC-25& SC40 Fuses: ForSC Fuses: 3M to 60* (or less). Fuse size ' tCI(N (or le-s) Alin fuse SOA. SOW (or Ieaa). Alec 3ndl'llgh voltage fuses Type V'Ae". Holder rated iSA. types OBS & icTo (nominal fusetypeAGU. Fusesize HVW. 1121a6A. 120W (or 300V. Mite W3( x lW). Holder 1W. Holder ated less). Fuse size '-Vi( x 2W: rated 20*, 600V. 30*. sOW. Holder reted.60A. SOW. n U Single Pole x i/' Fuses 1I• HEB- For any 1 ½( x 1W fuse. Fuseliolder rated 30*. GOOV (CSA Listed 15A mac.). Typical 1u30 types: BAF. FNM. FNO. and KTI( (Slu-SOA). HET- A HEB- tuseholder with a pe,inafcflLty installed solid neutral. Easily identified by while plastic coupling nut: Double Pole KTK-R Fuses HEY- A Buss exclusive. The only tLgseholdcr of it* typo that is U.L RecognIzed—optional Brealc-A-Way receptacle. water-lesistarll. polarized. wideicoepdng Close CC .branchcjrcuftfuaes(BuSø Type KTK-R, V10 to 30*. SOOVor less. 200.000* iriferrupthig rating). HEX Forany'4W 'it iWtuse. Fuseholderratod SOA.600V Typical fuse types: OAF. FNM.i?NQ, and kTK IM TOTRL. P.05 I .12 ...• .15 : .11•......' .3::.: •90 Ab 2 280 15 4 15 4 20 4 15 4 15 4 90 4 30 5 . 30 5 40 B .40 6 40 0 50 7 • 5° 7. 50 7 50 50 7 ThWl7C PwImn 20. 25 .o. •• - .•• 175 r H-1' 10:33 l.'au uS'. •.L4 41UI oJ. i..-, ?.1.•_.• I ..._. 10 99"ESSEX ;:n:ecaue .Ø PARASYN® THHN - THWN 90°C BUILDING WIRE U.L. FILE NUMBER E14656 OR E53446 .........., NYLON I aiga1Ion.....POLYVIKYLCNLORIOE ............. COPPER PARANITE type THHN or THWN building wire is a small diameter, genera) purpose, 600 volt building vilre 'ID D used as power, lighting end control wiring. The thin, high- rede PVC (ns,Mtlon and smooth, tough, nylon jacket per- mit the easy uco of moro who in a given rke irnnthiit. The wide range of listings by Underwriters Laboratories include Ti-MM-754C wet or dry. THN-9011C dry, machine tool wire 90CI and sizes 14 AWG thru 1000 MCM. which are gaso. line- and oil-resistant 75'C:. The copper conductors nient the requirements of ASTM--3 if solid, and ASTM-8-3 and R8 If stranded. As type THIIN or THVUNI This wire also complies with FeOeral Governmuu Specification J.C.30A, and Underwriters Laboratories standards 83 and 1083 where applicable. See note on page 11. ru ri iruirnru wr4nIw E!1i..fl I1flUfl I tw4 vm K. a STOC1ccOt.O5 V tluviibeT llClinsisla Sills she 01 O.D ••.- ftmrida III$110I .ftcMt 14 1 12 1 11) 14 19 12 19 ID 19 8 10 6 19 4 19 5 19 19 19 110 19 2/0 19 Ia 19 410 19 2N. MCM W 255 ;803 — 300 MCM . . 6 . . 37 60 cow . :.. :. 20 : 285 .• 300MCM • 37 60 8 .00 0 310 1188 400 MCM 37 60 8 JK 380 306 1350 - 500MCM 37 60 0 .430 300 1610 6O0MCM 61 70 9 1.07 70 9 .1:14 .:475 4 : .2013 750MCM 1000 MGM 61 . 61 70 9 'Or. &6 3300 pncltv based on not mme thenthtss conductots In iaceivay In Wee &rwith an an nuençstaw?O of 30'C (58'F) 14.12 S S AWG and largor available on 500 Ii. tools WA casing taste. 'IIO through 1000 MCM TWO TiltiN dual-rated as THWN meieed or CT Use' Is SVSI!aolO upsil special lequest :eaneaci Llw &M.Ft 111131011111 500 FL Spoof : SOOA.Soo] 000FL$poot ...:• 500ftSpool S0RSpuol • lwoalft Pad '..' :1000 Pt Reel 1000 FL I woO Fr. Reel 1000.PL$eei :..i000 Ft. Rof' ceel 1000 Pt. Real 1000PLRet 1000 FL Real 1000 Ft R 1.11000.0t. Reel .io Ft. Reel .5OQO Ff. lOe1 10W Ft. ReO Egsgx Grcup, Inc. • Wire and Cable Division • P.O. Box 1110 • Fort WanlfldIefla4680'1'1TlO Phone (Z 101 481-4000 I•III••..._. .J. ...'_'JAI Sheet No. TC 40- 081893 Meets spaclf(catons UL 661 and NEMA TC 2 Rated for OW C Cable Sunlight Resistant 10' Lengths Schedule 40 PART NO. - SIZI. O.D. - Iii hUPL WALL 1PPROX. wrir FEET PER.PACK ICE PERIQO - A52AE1Z A52A(B12 - 112 - .840 .622 .109 .162 6000 17.95 1.050 - .82* .113 44O0 23.28 A520Al2 I 1.315 1.049 .133 .320 3600 34.22 A62RC12 - 1-14 - 1.660 . ' 1.380 .140 .434 3300 45.91 jj _ 1.900 1610 - 145 520 2250 5494 A52CAt2 2 2.375 2.0S7 .154 - .699 1400 . 12.44 A52CE12 2.815 2.469 .203 1.108 930 114.94 çDM2) 3.SOO 388 .216 1.450 - 880 150.33 A620F19 .1/2 4 5 0 8" .4.000 4.500 3.548 .228 1.744 - 630 180.71 A52EA12 4.026 27 2.067 570 212.16 7k52FA12 A52GA12 - A52JA12 5.047 .250 2.801 - 380 293.53. .- 6.625 .. 6.065 2&J 260 3511;oz = 8.625 7.981 .322 5.474 - 180 575.00 Schedule 40 conduit cou'plies vArt federal and militaty speciftcations by conforming to UL 051. Worn: 20' lenglb awfikhln on rnqaest. Note: Content of this sheet subject to change without notice. I*NTX. P.O. Voz 340 M'naint Wielts, Texas 7)6G (SI?) 32S3344 FAX (A17)3M4644 L'IZLU u:' '$8 '1 - 13 5/8" 'Wfiem Oue%ity and' Senilce Caine flrg' 15 1/0" I oil 10 1/4" '_ '_ 13 5/8" 10" X 15" PULL BOX APPflOX.WEtCHTOF BOX .................. .. ....................... .1OL8S. APPROXWEIff OF LJDUD ....VLSS. '4 HOLD DOWN 8RA$ BOLTS AVAILABLE...L.._. ti AVAILABLE MARKINGS 4ss- STREET LIOPiT, RAFFICSIGNMELECTRICA. • ---- lèlephbne J619jd9bu35S (619) 4496810 FAX# (619) 4495805. 13 7: . : COVER Is 314' SEBOX I I ra- F_& I 14°' X 23°' PULL BOX 1 - APPFMVANW0FS0WUD— MMWVNN en*meeau AVNLPaLE. AMAM WQNQ8 MAMQNMxt -UPC P 6tt 6t9 NO3 18V1d cnia NVS 10: I ((Ui.L) G 6 . - I1%OOOrai.p - 20 Sir L1 N1 SECE-STEEL COVER 1 301/2' 171/2 <%. eEc.coNóRETE COVER 20 • We ' 17314' 30 311C i 12' 4_Jf 31 314' \ its A " 6EBOX 17" X 30W PULL BOX APPROX. WN4T OF DOC ....,._. -. - _ APPRCX. WEJff OF SCUD L......_ _....- --soft HOLD DOWN BRAN DOLTS AVNLBLR. AVAflADLE MMMHG& FRCELDOCAL AND 7EPHON M UPON REaLEIrr. (CEEDS BTAlt OF CALWCRNI& CALTRANS 8PECIFTICN0. 07 FI".peoz Aj.nu., 5, C $N7I.4 • TIsphoi (0)441O F (615)440- SIC 6 SORE GtV 619 313HON00 lovDaud 0IC1 mve 10: 11 (flx.L) 66, a& Nvr CITY OF CARLSBAD 2075 Las Palmas Drive Carlsbad, California 92009-1576 (760)438-1161 ENGINEERING DEPARTMENT LETTER OF TRANSMITTAL DATE: February 2, 1999 JOB NO: 3610 ATTENTION: Pat Wiedenfeld RE: La Costa Avenue Traffic Signals TO: Sierra Electric 2295 Needham Road Suite 45 El Cajon, CA 92020 WE ARE SENDING YOU: 0 Attached 0 Shop Drawings 0 Print 0 Plans 0 Specifications 0 Copy of Letter 0 Change Order X Submittal COPIES DATE 1 February 1, 1999 1.0 NO.I]*!1lI[•h' Submittal 1.0- Original Project Schedule THESE ARE TRANSMITTED: For Approval 0 For Checking 0 Resubmit 6 Copies for Approval For Your Use X Approved as Submitted 0 Design Only, Not for Construction O As Requested 0 Approved as Noted 0 Return Corrected Change Order For Review and Comment 0 Returned for Corrections 0 For Your Action REMARKS: None CC:iFjle.. Signed: Blame Barth SIERRA ELECTRIC CITY OF CARLSBAD 1 SCHEDULE OF WORK COMPLETION re 1 ACáEPTED AS SUBMITTED FOR: TRAFFIC SIGNALS AT ROMERIA, VIEJO CASTILLA, AND CADENCI4j'EJSCEPTED WITH COMMENTS AT LA COSTA-PROJECT NUMBER 3286 U NPT 4QEPTED.RESUBMIT FEBRUARY M-----------------F M-----------------F M-----------------F 08 09 10 11 12 13141516171819202122232425262728 1r I 1 INSTALL CONDUIT INSTALL CONDUIT INSTALL. CONDUIT 'N /I /t BY DATE MARCH M-----------------F M-----------------F M----------------F M----------------F M----------------F 01 02 03 04 05 06 07 08 09 10 11 12 13 14 15 16 17 18 19 20 2122 23 24 25 26 27 28 29 30 31 I I r I I I I I I. I INSTALL CONDUIT INSTALL CONDUIT INSTALL CONDUIT AC PATCH LOOPS APRIL M-----------------F M----------------F M-----------------F M-----------------F M-----------------F 0102 030405070708091011121314151617181920212223_24252627282930 I. I r 1 I I I 1 I I LOOPS FOUNDATIONS FOUNDATIONS SET POLES SET POLES MAY M-----------------F M-----------------F M-----------------F M-----------------F M-----------------F 01020304050607_080910111213141516171819202122232425262728 293031 WHEEL CHAIR RMPS WHEEL CHAIR RMPS PULL WIRE MAKEUP HOLIDAY JUNE M-----------F 01 020304 TURN ON M-----------------F M-----------------F 05060708091011_12131415 I_I I_I PUNCH LIST PUNCH LIST