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Home My WebLink About3893-1; TRAFFIC SIGNAL AT ALGA RD & XANA WAY; SUBMITTALS;' 4 Java, grak jfrj The Power of Ingenuity RECEIVED I 2571 Pioneer Avenue ista, CA 92083 JUN 14 2004 Material LIST Customer PERRY ELECTRIC S.O.# 11024517 P.O.# 312 Contact Person HUBERT Phone #1619-449-0045 Fax #619.449-0511 Agency CARLSBAD Sales Person JOSIE MILLER 760-724-5062 Job Name ALGA & CAMINO CAPISTRANO Inspect. Req. NO Certs Req.NO Inspection # Order Date 3/26/04 Revision #1 Rev. Date Ship To Information Commodity Date Address SIGNALS 6.18.04 9201 ISAAC STREET STE. B SANTEE, CA. 92071 CONTROLLER 5.18.04 9201 ISAAC STREET STE. B SANTEE, CA 92071 PRE-EMPTION 6.18.04 9201 ISAAC STREET STE. B SANTEE, CA 92071 MISC. 6.18.04 9201 ISAAC STREET STE. B SANTEE, CA 92071 - - - POLES 6.18.04 JOBSITE: CARLSBAD ALGA &GAMINO CAPISTRANG— ANCHOR BOLTS 4.9.04 9201 ISAAC STREET STE. B SANTEE, CA 92071 LUMINAIRES 6.18.04 9201 ISAAC STREET STE. B SANTEE, CA 92011 SERVICE 4.30.04 9201 ISAAC STREET STE. B SANTEE, CA 92071 SIGNS 16.18.04 9201 ISAAC STREET STE. B SANTEE, CA 92071 Sale is subject to McCain Traffic Supply Standard Terms and Conditions. IDescription Ivendor CONTROLLER McCain PRE-EMPTION McCain MISC. Hi-Way Safety POLES Valmont ANCHOR BOLTS Blue Circle LUMINAIRES McCain SERVICE P.U.P. SIGNS McCain CALL 48HRS. PRIOR TO DELIVERY Date. Le1I?fr4 By_ POLE P.O. & S.O. # 1023420 O NO EXCEPTIONS TAKEN (3MAKE CORRECTIONS NOTED — 0 SUBMIT SPECIFIED ITEMS 0 REVISE AND RESUBMIT 0 REJECTED Corrections or comments mada on the shop ckawings 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 qualitities; selecting fabrication processes and techniques of construction; coordinating the work of the trades; and performing the work In a safe and satisfactory manner. Page 1 of 4 2575 Pioneer. Avenue Vista, CA 92083 Am' ou In loan %dv AR I The Power of Ingenuity Material LIST Customerl PERRY ELECTRIC I S.O.# I1024517 P.O.# 1312 SIGNAL SPECIFICATIONS PER CALTRANS 2002 PLANS & SPECS PLASTIC HOUSING FULL CIRCLE VISORS, POLY ALL SECTIONS ARE L.E.D. INSTALL DIALITE L.E.D.S PLASTIC BACKPLATES - ALL BLACK -, --.-- - L.E.D. HAND/MAN PEDESTRIAN. SIGNAL, DIALIGHT SIDE/SIDE FILLED CALTRANS FRAMEWORK 5x7 PUSHBUTTONS 1988 STYLE PPB SIGN (R62) INSTALL A.D.A. (50MM) PUSHBUTTONS, STAINLESS STEEL SIGNALS FOR ALGA&( )(.p4 '.jJ( 4 MAS [RYG]12" / 2 MAS [RA,YA.GA]12" / 3 SV-1-T [RYG]12 LOD 2 SV-1-T [RYG]12 ROD I SV-2-TB [RYG]12, [RYG]12 / 2 TV-1 -T [RA,YA,GA] ROD / 2 TV-1 -T [RYG]12 ROD / 4 L.E.D. RED 12" ARROW 13 L.E.D. RED 12" BALL 4 L.E.D. YELLOW 12" ARROW 13 L.E.D. YELLOW 12" BALL 4 L.E.D. GREEN 12" ARROW 13 L.E.D. GREEN 12" BALL 8 L.E.D. HAND/MAN MODULE 8 PEDESTRIAN SIGNAL, INSTALLED IN FRAMEWORK ' be-l- I LOU tNPtIVItVVOF'F\ 4 SP-1-T ROD FRAMEWORK 4 PPB SIGN R62D 5X7 LEFT 4 PPB SIGN R62D 5X7 RIGHT 8 PPB CAP & SWITCH 8 PPB FRAME ASS-Y, ADJUSTABLE, 5X7 8 6" THRU BOLTS 20 14" THRU BOLTS 51 12" VISOR 4 MINI ASTRO BRACKET LUMINAIRES FOR ALGA & iSTRANQ ci . 4 G.E. 250W 120/240V LUMINAIRE W/P.E. 4 250W HPS LAMP 4 PHOTO CELL, FISHER PIERCE 7790B 4 FUSE HOLDER DOUBLE HEXAA Page 2 of 4 2575 ioneer Avenue p. .( Vista, CA 92083 The Power of Ingenuity Material LS Customerl PERRY ELECTRIC S.O.# 11024517 P.O.# 1312 8 FUSE BAF05 ILLUMINATED SIGNS FOR ALGA & IN& PIflAN AGENCY APPROVED SUBMITTALS REQUIRED PRIOR TO FABRICATION INTERNALLY ILLUMINATED TYPE A 8' UPPER CASE, 6" LOWER CASE, SERIES E LEGEND WITH SQUARE BORDER 8 6' PANEL, V.I.P. WHITE ON 3M #1177 GREEN 4 ISNS HOUSING ASS'Y 6'X18" 4 ISNS P.E.R. ASSY W/PHOTO CELL 4 McCAIN ISNS MOUNT ASSY, CLAMP & HANGER SET PRE-EMPTION FOR ALGA &CAMNO-CA1SRNQ-- 4 3M711 DETECTOR 2 3M 752 DISCRIMINATOR 1500 3-M CABLE M138 (PER FOOT) CONTROLLER FOR ALGA & Y,fc7A iJf 1 332 CABINET, ANODIZED - 2 INSTALL BEST LOCK, LEFT OR RIGHT 1 170E CONTROLLER 1 412C PROM MODULE FOR BITRAN 1 BITRAN 200CA PROGRAM 1 2010ECL CONFLICT MONITOR UNIT 1 RED MONITOR KIT 1 404 MODEM 1 C-2 CABLE 2 204 FLASHER 3 242 ISOLATOR, PDC 4 430 F.T.R. 12 200 LOADSWITCH 1 FLOURESCENT LAMP KIT, 1 LIGHT, 1 SWITCH, 332 I DRAWER/SHELF FOR 332 1 CLARY BATTERY BACK UP SYSTEM FOR 170 1 ENCLOSURE TO ATTACH TO 332, CLOSED FLOOR ' 6 CLARY OUTPOST BATTERY (6 REQUIRED) Direct Shipment-------------- POLES FOR ALGA &5M cAPIsR7 )GcT&A 4 TYPE 1-A 10', STEEL 2 20' SMA FOR 17-3-80 / 2 17-3-80./ 2 45' SMA FOR 26/27-4-80 2 26-4-80 / 4 12' LUMINAIRE MAST ARM 4 DETAIL U Page 3 of 4 2575 Pioneer Avenue Vista, CA 92083 UVIC?Eiifl The Power of Ingenuity Material LI ST CustomeriPERRY ELECTRIC I S.O.# I1024517 P.O.# 1312 I 4 LIGHT POLE BASE COVER 4 TRAFFIC POLE BASE COVER ANCHOR BOLTS FOR ALGA & CiOiI NO " "L- 4 5/8"X18'X4" ANCHOR BOLTS 20 3/4'X18'X4' ANCHOR BOLTS 16 2"X42X6" ANCHOR BOLTS SERVICE FOR ALGA & CA OCPISTRANO Yki N 4( 1 TYPE IIIBF, ALUM, ANODIZED, METERED/UNMETERED 1 15A1P120VCB 42KAIC 1 50A1P120VCB 42KAIC 1 30A 2P 120/240V CB 42KAIC MISCELLANEOUS FOR ALGA & C MINO CAPIST A 4 VIDEO DETECTION SYSTEM ITERIS ED E 1500 COAXIAL CABLE - 1500 POWER CORD cAiC4v.- 4 f%e- 2 R347 2 R73-2 / Page 4 of 4 Jun 18 04 09:34a p.2 06/1.8/2004 08:28 FAX 858 715 $801 MUNSON SALES 001/00L.... In.. Concrete Febmaiy 2004 HANSON AGGREGATES - ?AMA&PLAN ASPHALT CONCRETE MIX DESIGN Standard Spcificañons fbr Public Works Construction Green Book Section 203-5 I/2 Qass C2 Dense Mettimn Sample No #1 - =112 Bü #3 - in #4- Bin M.F Combined Speccction %Used j 44 % j_25% J - 0% 1% Gradationj CIM C2 W8 aos- Sieve Size ________ - 1. - 100 100 _100 - - 100 - 100 3/4" - 100 - - 00 100 100 100 - (00 _________ _100 100 90 100 - 98 95-100 3(8" - - 100 96 - 28 - _100 St - 72-88 - #4 100 18 - 1 - 100 SI 46-60 - 84 2 - 0 _39 2142 #16 - 61 1 - 100 28 - - #30 43 - 100 20 - - 15-27 #SO -27 100 13 10-20 #100 -is - 99 - #200 (Wash) 8.6 ________ 99 4.8 2-7 lam Dmsity 145.6 pd CA 366 Max. 7h00. 151.4 3.8% Mr Voids - Sand Equivalent 62 _CA 217 50 itia. - %Oah,4 98.7 -CA 205 25 Wm. toe Vapoi -33 - CA 307 25 Mhz. - Shipping None _CA 302 Max. -25% LA Baltier ®IO0Rev. 3.5% CA2II 8500Rv - - 16.8% 45 Max. Swell 0.016 CA 305 0.030 him - - Hveam StabIlity 37 - CA 366 _____ 33 Mhz. Reconunendad use of 5.7% Asphalt by Dry Weigbt of Aggcegate Note: The ma,rimnm density shonld be vadlle4 on the date of actual production or when the ti strip is placed. De 'iMIoLBV NO EXCEPTIONS TAKEN 0 MAKE CORRECTIONS NOTED SUBMIT SPECIFIED ITEMS 0 REVISE AND RESUBMIT l]-RECTED 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 Oocuments. 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 the work In a safe and satisfactory manner. Rgvicwed by c7c;L Rcborr Picano QCIQA Technical Svices Perry Electric 9201 Isaac Street, Ste. B Santee, CA 92071 Tel: 619.449.0045 Fax: 619.449.0511 Attn: Duane Soileau City of Carlsbad 1635 Faraday Ave. Carlsbad, CA 92008-7314 Job. No: 3893-1 RE: TS @ Alga Road & Xana Way Subj. Contractor's Certification Statement I hereby certify that the (equipment, material) shown and marked in this (re)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. Title: Estimator Date: July 12, 2004 y Electric MIX ID : 57 ( 3 Superior Ready Mix 1508 W. Mission Rd Escondido, CA 92029 (760)745-0556 CONCRETE MIX DESIGN 3760 PSI RECJVED.- JUL 13208't I CITY OF CARLSBAD ENGINEERING DEPARTMENT 06/18/04 CONTRACTOR : PERRY ELECTRIC PROJECT : ALGA ROAD & XANA WAY, CARLSBAD SOURCE OF CONCRETE ; SUPERIOR READY MIX CONCRETE L.P. CONSTRUCTION TYPE : VARIOUS PUBLIC WORKS PLACEMENT TRUCK PLACE WEIGHTS PER CUBIC YARD (SATURATED. ASTII-C150 TYPE XI/V CEMENT. LB ASTM-C33 WASHED CONC. SAND (SUPERIOR), LB ASTPI-C33 *57 ROCK (SUPERIOR), LB ASTII-C33 *8 ROCK (SUPERIOR), LB WATER • LB (GAL-US) TOTAL AIR, WATER/CEMENT RATIO, LBS/LB SLUMP. IN CONCRETE UNIT WEIGHT, PCF SURFACE-DRY) YIELD, CU FT 660 3.36 1252 7.63 1464 8.95 258 1.58 325 ( 38.9) 5.21 1.0 -P1- 1.0 027 TOTAL 27.00 0.49 4.00 146.6 COMBINED AGGREGATE GRADING CONFORMS TO GRADING "C" STANDARD SPECIFICATION FOR PUBLIC WORKS. (660-C-3750) THIS DESIGN IS BEING SUBMITTED FOR APPROVAL. DESIGN CONFORMANCE WITH SPECIFICATIONS SHOULD BE REVIEWED. Date_•\ -_- 1m. (31EXCEPTIONS TAKEN 0 MAKE CORRECTIONS NOTED o SUBMIT SPECIFIED ITEMS 0 REVISE AND RESUBMIT 0 REJECTED Corrections or comments made on the shop drawings during this review do not relieve the contctor of his reaponsibiWy to comply with the requirements of the drawings and specifications. This revkw is only to checkfor general ccnforwence with the design concept of the project and general compliance with the Contract Doctments. The c0n1r30t0r remains responsible for conthTning and correlating all dimensions and quantities; seiecting fabrication processes and techniques of construction; coordinating the work of the trades; and performing the work In a safe and satisfactory manner. C PREPARED jY : SUPERIOR READY MIX CONCRETE L.P. U. 0 R K A B I L I T Y MIX 4*57 MIX ANALYSIS MIX VOLUME, CU FT 27.00 COARSENESS (Q / (0 t I)) 58.7 WORKABILITY 35.4 W - ADJUST 38.0 PERCENT MORTAR 56.6 TOTAL FINENESS MODULUS 5.24 AS _______ I I --------- ---------------------------I I _ I — I I I I I I $ S I I I I I I I I I I I $ I I I I I I I I I I I I I I I I I I I ,' 4 , ---------I ---------•I ---------I ------------------- ', S I I I I I I I I I I I S I S I I I I I I I S I I I I I S I I I I I I I I I ............5 5 35 I I S C I I I I I I I ........4•• $ I I I • ..............I I S I I I I I I 30 :---------- I-.._;:::;;;;:;;----1--------- I --- I I I...........a I I I I I S...............I I S I I I S I I I I I 2S I ---------I -------------------' --------- I I I I - TOTAL MIX 0 - AGGREGATES I * - BOTH 2 1 -------------------5 ---------I ---------I ---------I I I I I I I 3.00 80 60 40 20 0 COARSENESS (a/(QtI)) MATERIALS CHARACTERISTICS STONE 1 STONE 2 SAND DENSITY, SP G 2.62 2.62 2.63 % PASSING 3/8 • SIEVE 24.0 95.0 100.0 % PASSING 1* 8 SIEVE 1.0 1.0 83.0 FINENESS MODULUS 7.11 5.84 2.93 PERCENT OF AGGREGATE 49.3 8.7 42.0 NO SEVERE EXPOSURE Sig P E R C E N T Pt S S I. N G 100 90 80 70 60 50 40 30 20 10 0 SIEVE MIX *57 FULL. GRADATION ANALYSIS PE STONE I STONE 2 SAND PASTE TOTAL AGGR 100.0 100.0 100.0 98.0 99.3 99.0 62.0 87.4 81.3 34.0 100.0 78.1 67.5 U 24.0 95.0 100.0 74.5 62.1 4 2.0 20.0 98.0 62.3 43.9 8 1.0 1.0 83.0 56.6 35.4 16 - - 63.0 50.5 26.5 30 - - 39.0 43.7 16.4 50 - - 18.0 37.8 7.6 00 - - 6.0 34.4 2.5 00 - - 2.9 100.0 33.5 1.2 125 - - - 94.3 30.9 - aid - - - 62.0 20.3 GRADATION CHART ----t ---I-I---a -----S_____._I -----1___I ------I _____ I SI I I I I I I I II II I. I I I I I I I I I I S I I I I I I I ii i a I I 1 I - S -----------I___I ------S____I___I.___I I II I I S S I I I I S S I S I I I I I I I I I S I II II S I I S S I I I I I I a I I I I a I I I I I 5 5 0, s a s ; • i • . 1-0 I I I I I I I S I I I I IS I I S I I I I I I a I I I X a i • s • • I • 55 5 A 5 • 5 5 5 5 I I I II I I I a a I I I II I I I I I I I I I ___,_I___I S - I -----------I -----I ----------I ----- , s • a I I A u I I I I S I II I I S S I I I I II I I a I A I I -----I--- I ___.....__I -----I -------I S I II S I I I S I 5 A a I I I S I I S I I S I I I I ai I I i 5 a a I , I a a • • , s a II ii i I I I I I I s , I - a a • I I I S I S I a • i S a I I I II I S S S S I I I S_ a_s__._i_a,_i __• _•___a -----•__. -------------------- - S S I I I I S I I I. 13 13 It It * II * 1 2 3 L - / /1 4 8 1. 3 5 0 0 2 i sr 4 28 6 0 0 0 0 5 q - ALL COMPONENTS o - AGGREGATES * - BOTH