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Home My WebLink About3916-1; TRAFFIC SIGNAL AT CAMINO DE LOS COCHES & CALLE ACERVO; SUBMITTALS;ANNN&A SUTHERLIN CONTRACTING, INC. 2007 Muira Lae • El Cajon, CA 92019 * Ph. (619) 588-8895 • Fax (619)579-1993 Contractors State Ucense No. 787127 Transmittal To: City of Carlsbad Date: September 15, 2004 5950 El Camino Real Carlsbad, CA 92008 Project: City of Carlsbad Traffic Signal Calle Acervo & Camino De Los Caches Enclosed are the following items for your approval: Copies Date No. Description Spec. No. 1 9-15-04 D-2 Concrete Mix Design 3250 & 3750 201 1 9-15-04 E-2 Asphalt Mix Design 203 Remarks: Date- Sincerely, ONO EXCEPTIONS TAKEN AKE CORRECTIONS NOTED 0 SUBMIT SPECIFIED ITEMS 0 REVISE AND RESUBMIT 0 REJECTED corrections or comments made on the shop drawings during this review not relieve the contractor of his responsibility to comply with the Kristl SLAH&WT requirements of the drawhgs and spoctications. This review is only to check for general confurinance 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 the work in a safe and satisfactory manner. FROM :SUPERIOR READY MIX CONCRETE FAX NO. :7607409556 Aug. 16 2004 10:54PM P2 D-2 Superior Ready Mix 1508 14. Mission Rd Escondido, CA 92029 (760)745-0556 CONCRETE MIX DESIGN MIX ID : $596 ( 3 3250 PSI 08/16/04 CONTRACTOR SUTHERLIN CONSTRUCTION PROJECT TRAFFIC SIGNAL *3916-1 SOURCE OF CONCRETE : SUPERIOR READY MIX CONCRETE, L.P. CONSTRUCTION TYPE : 560-C-3250 PLACEMENT : TRUCK PLACE WEIGHTS PER CUBIC YARD (SATURATED, SURFACE-DRY) YIELD, CU FT ASTM-C150 TYPE Il/V CEMENT, L8 560 265 ASTM-C33 WASHED CONC.. SAND (SUPERIOR), LB 1348 8.22 ASTM-C33 *57 ROCK (SUPERIOR), LB 1450 8.87 ASTM-C334$8 ROCK (SUPERIOR), LB 260 1.59 WATER, LB (GAL-US) 325 ( 38.9) 5.21 TOTAL AIR, 1.0 +1- 1.0 0.27 TOTAL 27.00 WATER/CEMENT RATIO, LBS/LB 0.58 SLUMP, IN 4.00 CONCRETE UNIT WEIGHT, PCF 146.0 COMBINED AGGREGATE GRADING CONFORMS TO GRADING "C' STANDARD SPECIFICATIONS FOR PUBLIC WORKS. PREPARED BY -: SUPERIOR READY MI CONCRETE, L.P. FROM :SUPERIOR READY MIX CONCRETE FAX NO. :7607409556 Aug. 16 2004 10:55AM P3 MIX *5596 MIX ANALYSIS MIX VOLUME, Cu FT 27.00 COARSENESS (Q / (Q + I)) 58.0 WORKABILITY 37.1 W - ADJUST 37.0 PERCENT MORTAR 56.5 TOTAL FINENESS MODULUS .5.16 A5 I ...__.__.____I ---------•'P ---------I...-----------I ., I I I I I I I I P 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 I 40 - --------- ---------- ---------- - 1*J I I P I I I o S I I I I • K 35 1----------------------------- I I S I II • .... I P p ...........• I I I ..............i I S I I p £ p I - •f I ---------i_ ..........._____I ---------I ---------p p I ...........I I I I I ...............I p • I V I I I p .,c I .....____I ---------I --------- ----------1 I p 5 I i --------- x - TOTAL MIX o - AGGREGATES *-BOTH .,, p ------------------- p I ---------I ---------I ----------- _ - •___ I .%, I I p • 100 80 60 40 20 0 COARSENESS (0/(Qi-I)] MATERIALS CHARACTERISTICS STONE I STONE 2 SAND DENSITY, SP G. 2.62 2.62 2.63 % PASSING 3/8 ' SIEVE 24.0 95.0 100.0 PASSING * 8 SIEVE 1.0 1.0 83.0 FINENESS MODULUS 7.11 5.84 2.93 PERCENT OF AGGREGATE 47.5 8.5 44.0 NO SEVERE EXPOSURE FROM :SUPERIOR READY MIX CONCRETE FAX NO. :7687409556 Rug. 16 204 je: 55RM P4 MIX *5596 PULL GRADATION ANALYSIS SIEVE STONE 1 STONE 2 SAND PASTE TOTAL AGGR 1-1/2 " 100.0 100.0 100.0 1 " 98.0 99.3 99.1 3/4 62.0 87.5 82.0 1/2 ' 34.0 100.0 78.3 68.7 3/8 24.0 95.0 100.0 74.7 63.5 * 4 2.0 20.0 98.0 62.5 45.8 * 0 1.0 1.0 83.0 56.5 37.1 * 16 - 63.0 50.0 27.7 * 30 - - 39.0 42.7 17.2 * SO - - 18.0 36.3 7.9 * 100 - - 6.0 32.7 2.6 * 200 - - 2.9 100.0 31.7 1.3 * 325 - - 94.9 29.3 - Liquid - - - 65.8 20.3 GRADATION CHART 100 I I _I -----------I **Igs ___I _._I ______ p p 1---: I I I I I I I P I I I I I I I I II I I I I I I $ I __I ..__t_c___I -----,I i , pX p i -----I___I ------I ----- s p • • i I I I I I I I I p I I I I I I I I • • I I I I I I I I I I I P 5 , • •X . • I I S I I I I (V __I I ---------I -----I -----I Os i I•I -----I___I ------ • s , E I I I I I I I I I I I I I I I I I I I I I I I N 60 I I I __l_I ---------I -----I I1 I -----I___.i ______I ----- I I I I I I 1• I I I I I I I I I I I I I A I I I I I I I I P I I p 5A I I I I I__ I_. I_ V _i_ _. __I__ r . p p 0 I I I I I X p p A A1. 'w I __I I _..I_I__I__ I_ I-p p I .t _l_ ___I___.I ------ I I I I I I PP II I P p I ii I V S I I I I $ A A • .p p C 'A I __...I_I...__I_I___..P__ I_ I I I I I I -- I I I P I I I I P I I I I I I P I A Pd )A $___S_1___II___I -----I I I I I I I I I I P I I I I ------- ---iiX P II PP I I II II I I I P 5 I I I I 0 s i 1# I___I_I___I_S___I__ _p _I __•_I I I I I - ----- I II II I I I I P I I I I 0 PP I I P I I I P i I -------- 1 13 13 1 It It * It 1 2 3 L. SIEVE . / //4 8 1 35 0 02 i 5 4 28 6 0 0 0 0 5 - ALL COMPONENTS 0 - AGGREGATES * - BOTH FROM :SUPERIOR READY MIX CONCRETE FAX NO. 7607409556 Rug. 16 2004 10: 55RT1 P5 Superior Ready Mix 1508 U. Mission Rd Escondido, CA 92029 (760)745-0556 CONCRETE MIX DESIGN MIX ID 1 57 [ 3 3750 PSI 08/16/04 CONTRACTOR SUTHERLIN CONSTRUCTION PROJECT : TRAFFIC SIGNAL *3916-1 SOURCE OF CONCRETE : SUPERIOR READY MIX CONCRETE L.P. CONSTRUCTION TYPE : VARIOUS PUBLIC WORKS PLACEMENT TRUCK PLACE WEIGHTS PER CUBIC YARD (SATURATED, SURFACE-DRY) YIELD, Cu FT ASTM-MO TYPE It/V CEMENT, LB 660 3.36 ASTM-C33 WASHED CONC. SAND (SUPERIOR), LB 1252 7.63 ASTM-C33 *57 ROCK (SUPERIOR), LB 1464 8.95 ASTM-C33 *8 ROCK (SUPERIOR), LB 258 1.58 WATER, LB (GAL-US) 325 ( 38.9) 5.21 TOTAL AIR, % 1.0 +1- 1.0 0.27 TOTAL. 27.00 WATER/CEMENT RATIOS LBS/LB 0.49 SLUMP, IN 4.00 CONCRETE UNIT WEIGHT, PCF 146.6 COMBINED AGGREGATE GRADING CONFORMS TO GRADING "C" STANDARD SPECIFICATION FOR PUBLIC WORKS. 66O-C-75o PREPARED BY ; I-' SUPERIOR READY MIXCONCRETE L.P. FROM :SUPERIOR READY MIX CONCRETE FAX NO. :7607409556 Aug. 16 2094 10 5GRM P6 MIX 1157 MIX ANALYSIS MIX VOLUME, Cu FT 27.00 COARSENESS (a i o + I)) 58.7 WORKABILITY 35.4 (4 - ADJUST 38.0 PERCENT MORTAR 56.6 TOTAL FINENESS MODULUS 5.24 + I I I I I I _____ I - ___I _________ I I _________ I I I I I I I I I I I I I 40 , I -------- I I ---------I ---------I _________ I 'I I I I I I I I I I I I I o I I I I I I I iX • ........ R I I I I I .............I K 35 I I I I I I I I I ...........I I I ............. I I I u .............. I I 31% I V I ---------I ............__•,_I I ..................I ---------I ---------I I I 1• .1. I I I 1• I I ................I ...........I I I I I I '/ I I I I I I I I 2 --------- --------- ---------i --------- I I p I I X - TOTAL MIX AGGREGATES * - BOTH 20 I I --------- I --------- p ---------p - I I I -- I ----------I 100 80 60 40 20 0 C 0 A R S E N E S S I 0 / (a + I)) 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 t 9 SIEVE 1.0 1.0 83.0 FINENESS MODULUS 7.11 584 2.93 PERCENT OF AGGREGATE 49.3 8.7 42.0 NO SEVERE EXPOSURE FRQI :SUPERIOR READY MIX CONCRETE FAX NO. :7607409556 Aug. 16 2004 10:56AM P7 MIX *57 FULL GRADATION ANALYSIS SIEVE STONE 1 STONE 2 SAND PASTE TOTAL AGOR 1-1/2 100.0 100.0 100.0 1 98.0 99.3 99.0 3/4 62.0 87.4 81.3 1/2 " 34.0 100.0 78.1 67.5 3/8 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 37.6 7.6 * 100 - - 6.0 34.4 2.5 * 200 - - 2.9 100.0 33.5 1.2 * 325 - - - 94.3 30.9 - Liquid - - - 62.0 20.3 - GRADATION CHART 100 *---*.-1------------------------- :---:------: ----- .7u I I I I I I I I I I I I I P P 1 I I I I I I I I I I I I I I I I - I I I I I ------ I_'__I_I__ II t P I I I I P I I I I tX i p u p • E 8" , - --------------------------------------------------_ I I 0 )C p p .,,t ''I i p p I I I I I I p p I P P I p P I I P A I I P I P P P I I____I I___I_I___p -----------I I_ _I I I I I p p p p • i i • , I.. C. , I $ P '' I S I I P 5 I I I 1.1 £.# "' I S___I._I___I -----------I -----I p p ------- ------__I I I • p A I 5 I I T 1 • ,' s. i I p I I I I I I P I p $ p I I I I I I X i t I__ I •_p__•_i_____,___ • .....--------II ------ • I • p P A p p P P p t • I I I I P I I I I I Ip i • .1 0 A A I, p p P 11 I__I_I_ I_I_ _I_ I I I I I I I P I I I I -----------I - A I P I P I 0 p g p . I___IJ I_p__p _ pp_ •_ 5• I. kP I I I I I P I I I I $ S • I S I I P 5 p • 0 u • u p • p I........_I_P___I I_I -----p ____p -----p___ ------I._.____I_.__I,___• $ P I I I I I p I I I p • I • .1 I P p p p p p I • p p p I P p a" L' I__ I I__ I I___I _•____P -----I -----I ----------I -----I___I_•__I p I' , p I I I I I I I I S I I I P I I I I I I I I I P •' I I I_ I P___ .I._I I P -- I - _I P ------p --------- 1 13 13 * U # 1 2 3 L SIEVE . / /1 4 8 1 3 5 0 0 2 i 5 4 28 6 0 0 0 0 5 q x - ALL COMPONENTS o - AGGREGATES * - BOTH SUPERIOR RE4DY MIX CONCRETE LP Contractor. Sutherlln Contracting Material: 1X4 Washed Aggregate Source: TT Plant Highway 67 Job Name: Attention: Krfati Sutherlin Date: September 14, 2004 Fax: (619) 6794993 Gradation, percent passing (ASTM) C136/1 17 Test Results - ASTM C33 Standardis 1W' 100 100 100 95-100 ___________ 82 - 35 25-60 3/8" 13 - #4 4 0.10 #8 2 0-5 0200 0.8 IMaidmum Specific Gravity & Absorption -_(ASTM C127) Bulk Specific Gravity DRY i 2.63 - Bulk Specific Gravity SSD i 2.65 - -Absorption, % - 0.7 Abrasion by LA Rattler, % loss (ASTM C131) % Loss *00 Revolutions % Loss 500 Revolutions - 291 52 Maximum Soundness by Sodium Sulfate - loss (ASTM COB) Total % Loss by Weight _. 0.2 Maximum -12 Cleanliness Value (CALTEST 221) - 84 * - Clay Lumps % Friable Particles, % (ASTM C142 Total % by Weight 0.1 (1) IN: 5.0(2) 2N: 10.0 Maximum Lightweight Pieces, S Lighter than 2.07 using Sodium Chloride (ASTMC123) - 0.0 - IN Slabs subject to traffic abrasion, brldge decks, floors, sidewalks, and pavements. 2N; All other types of concrete. 7500 Mission Gorge Road $ San Diego ,?A 92102 • 619-265.0296 * Fax 619-265-0813 SUPERIOR REAIJY MIX CONCRETE LP Contractor: Sutherlin Contracting Job Name: Material: 31$" Washed Aggregate Attention: Krlstl Sutherlin Source: TTT Date: September 14. 2004 12494 Highway 67 Fax: (619) 579-1993 Gradation, Percent Passing (ASTM C136 and C117) -! Test Results ASTM C33 Standard 100 IOU 3/8" 92 -. 85-100 #4 26 10-30 #8 - 4 0-10 #16 -- 3 0-5 030 #100 #200 1.0 IMeximum Speciric Cravity & Absorption I (ASTM C127) Bulk Specific Gravity (DRY—) 2.60 - Bulk Specific Gravity (SSD) 2.63 - Absorption F_1.1 -- Abrsstoo by LA Rattler +6 Lose (ASTM C131) % Loss-IOU Revolutions i 9.2 - % Los-SOD Revolutions - 34.8 - 50 Maximum Soundness by Sodium Sutfate, H/6 Loss (ASTM COO) Total % Loss by Weigbt 0.4 12 Maximum Cleanliness Value (CALTESr 227) - 14 . "—< - 1 S Clay Lumps & Friable Total % by Weight - Lightweight Pieces, % Lighter than 2.07 using Sodium Particles, % (ASTM C1). Chloride (ASTM C123) 0.33 —? 0 IN: 5.0 2N: 10.0 Maximum -. - Ake- IN ; Slabs subject to traffic abrasion, bridge decks, floors, sidewalks, and pavements. 2N; All other types of concrete. 7500 Mission Gorge Road * San Diego CA 92102 * 619-265-0296 *. Pax 619-265-0813 OR READY MIX CONCRETE L.P TESTS TEST RESULTS SSPWC 200-1.5.3(A) ORGANIC IMPURITIES SATISFACTORY I SATISFACTORY - RELATIVE MORTAR STRENGTH 100 SAND EQUIVALENT VALUE 82 75 MINIMUM PERCENT CLAY, SILT, LOAM 0.0% 3 MAXIMUM SOUNDNESS 2 10 MAXIMUM DURABILITY 174 I. The supernatant liquid was lighter thaniorgamc plate No. I and based upon the colormotric comparison procedure, the sand is not considered t4 contain injurious organic impuritite. 2. Soundness requirement to be waived wien durability index is 60 or-greater when CalThsc 229 is performed. RECEIVED AAAAAA SUTHERLIN CONTRACTING, INC. 2007 Muira Lane• El Cajon, CA 92019• Ph. (619) 588-8895• Fax (619)579-1993 EtGtNEERU4G DEPARTMENT Contractors State license No. 787127 Transmittal To: City of Carlsbad Date: August 31, 2004 5950 El Camino Real Carlsbad, CA 92008 Project: City of Carlsbad Traffic Signal Calle Acervo & Camino De Los Coches Enclosed are the following items for your approval: Copies Date No. Description Spec. No. 1 8-24-04 A-1 McCain Material List 209 1 8-24-04 B-I ISNS Submittal 1 8-24-04 C-I Itens Video Camera System 209-5.01 1 8-24-04 b-I Concrete Mix Design 3250 & 3750 201 1 8-24-04 E-I Asphalt Mix Design 203 Remarks: Date_ck..ck...04 By. (NOEXCEPTIONS TAKEN 0 MAKE CORRECTIONS 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 co rector of his responsibility to comply with the requirements of the drew!ns and specifications. This review is only to check for general conlbrmance with the design concept of the project and general compliance with the Contract Documents. The contractor remains responsible for confimiing 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 satiefactoiy manner. Rug. [3. 2004 3:1rM ito. r. L ffo w& AM The Power of Ingenuity 2365 Oak Ridge Way Vista, CA 92083 /4/ Material List Customer SUThERLIN CONTRACTING 1 S.O.# 11027486 P.OA 1280 Contact Person KRISTI SUTHERLIN I Phone* 819.588.8885 11111an 88994704803 Agency CARLSBAD I Soles Person ANGEL JACOBO760-734-5050 Job Name CAMINO DE LOS COCHES Inspect. Req. NO Cotta Reg., f Inspection I IUA Order Date 08111104 RebliloD 80 IRev. Date I8fl2iO4 Ship To infomiallsn Commodity Ode *ddlbSE SIGNALS 11105104 12007 MUIRA LANE. EL CAJON. CA 920194260 COITROLLER - 11105104 J2007NIUIRALANFE, EL CAJON. CA 820194200 PREEMPTION 11105104 I2oormujRALxNE. EL CAJON, CA 920194260 MISCELLANEOUS 11105104 12IN11MUIRALANE, EL CAJON. CA 82010.4250 POLES 111VA4 JOBSITE: CAMINO DE LOS COCHES & CALLE ACERVO. CARLSBAD Co ANCHOR BOLTS 09100104 2007 MUIRA LANE EL CAJON. CA 920194280 LVM1NAIRES 1105104 2007 t*J(RA LANE, EL CAJON. CA 920194260 SERVICE 09123104 2007 MUIRA LANE. EL CAJON. CA 920194280 - SIGNS 11105104 2007 MUIRA LANE. EL CAJON, CA 020194260 Sale to subject to McCain Traffic Supply Standard Toms and Conditions. Description Vendor SIGNALS MAIN CONTROLLER McCAIN PREEMPTION McAIN IISCELLN4EOU5 SWAY SAFETY POLES VALMONT ANCHOR BOLTS SLUE CIRCLE LUMINAIRES MCCAIN SERVICE PUP SIGNS MCCAIN STOCK POLES MCCAIN "PLEASE CALL 48HR5 84 DELIVERY CALL. KRISTI 619-588-8895 Page 1 of 4 Aug. ij. zuu4 j: IrM mo. jjDD I'. i 2365 Oak Ridge Way - Vista, CA 92083 cam- - Power of Ingenuity Material List I Cuitom.r)SUThERLIN CONTRACTING I 5.01 11027488 10.0.0 1280 SIGNAL SPEcIFICATIONS PER CALTRANS 1999 PLANS & SPECS PLASTIC HOUSING FULL CIRCLE VISORS, POLY ALL SECTIONS ARE L.E.D. INSTALL DIAUTE LE.D.S PLASTIC BACKPLATES ALL BLACK L.E.D. HANDIMAN PEDESTRIAN SIGNAL. OIAUGIIT SIDEISIDE FILLED CALTR,ANS FRAMEWORK 5x7 PUSHBUTTONS 1988 STYLE PPB SIGN (R62) INSTALL A.D.A. (50MM) PUSHBUTTONS. STAINLESS STEEL SIGNALS FOR CAMINO OS LOS COCHES £ CALLS ACERVO 3 MAS (RYGJI2" I MAS [RA.YA,0A]12" I SV.1.T IRA.YA,GAI ROD 3 SV-1-T [RYGJI2 LOD I SV-1-T fRYG312 ROD I 8V-2-TB 1RYG112. IRYG112 2 LED. RED 12" ARROW 9 L.E.D. RED 12' BALL 2 L.E.D. YELLOW 12" ARROW B L.E.D. YELLOW 12' BALL 2 L.E.D. GREEN 12" ARROW 9 L.E.D. GREEN 12" BALL 4 L.E.D. HANDIMAN MODULE 4 PEDESTRIAN SIGNAL, INSTALLED IN FRAMEWORK I SP.1-T LOD FRAMEWORK I SP-1-T ROD FRAMEWORK I SP-2.T FRAMEWORK 2 PPB SIGN R620 5X7 LEFT 2 PPB SIGN R02D 5X7 RIGHT 4 PPS CAP & SWITCH 4 PPB FRAME ASS'Y. ADJUSTABLE. 5X7 4 10" THRU BOLTS 12 14' THRU BOLTS 33 12" VISOR 3 MINI ASTRO BRACKET LUMINAIRES FOR CAMINO DE LOS COCHES & CALLS ACERVO 4 G.E. 250W 120/240V LUMINAIRE WIP E. 4 250W HIPS LAMP 4 PHOTO CELL. FISHER PIERCE 77908 4 FUSE HOLDER DOUBLE HEXM 8 FUSE BAF05 Page 2014 Aug. 23. 2004 3: 1I'M No. J355 r. q 2365 Oak Ridge Way !LMcCain Vista. CA 92083 The Power of Ingenuity Material List I Customv,ISUTP$ERUN CONTRACTING I S.O.# 11027468 P.011280 ILLUMINATES SIGNS FOR CAMINO DE LOS COCHES & CALLEACERVO AGENCY APPROVED SUBMITTALS REQUIRED PRIOR TO FABRICATION INTERNALLY ILLUMINATED TYPE A 8' UPPER CASE. 6" LOWER CASE, SERIES EM LEGEND WITH SQUARE BORDER 6' PANEL, V.I.P. WHITE ON 3M 01177 GREEN 8' PANEL, V.I.P. WHITE ON 3M 01177 GREEN ISNS HOUSING ASSY 8'X18" ISNS HOUSING ASS'Y 8'XlS" ISPIS P.E.R. ASS'Y W/PHOTO CELL MCCAIN ISNS MOUNT ASS'Y, CLAMP & HANGER SET PRE-EMPTION FOR CAMINO DE LOS COCISES & CALLEACERVO 3 3M 711 DETECTOR 2 3M 782 DISCRIMINATOR 1500 3-M CABLE M138 (PER FOOT) CONTROLLER FDRC4MINO DE LOSICOCNES & CALLE ACERVO 1 332 CABINET, ANODIZED 2 INSTALL BEST LOOK, LEFT OR RIGHT 1 hOE CONTROLLER I 412G PROM MODULE FOR BITRAN I BITRAN 200CA PROGRAM I 20I0ECL CONFLICT MONITOR UNIT I 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, I LIGHT, I SWITCH, 332 1 DRAWER/SHELF FOR 332 1 CLARY BATTERY BACK UP SYSTEM FOR 170 (DO NOT INSTALL) I ENCLOSURE BBS BATTERIES J & J SUPPLY CLOSED FLOOR 6 CLARY OUTPOST BATTERY (6 REQUIRED) (DO NOT INSTALL) 1 CERTIFICATION OF COMPLIANCE STOCK POLES FOR C4MINO DE LOS COCHES £ CALLE ACVO TYPE I PED BARRICADE SIGN, R49, LEFT SIGN. R49, RIGHT Page 3 of 4 '7 Aug. 23. 2004 3:16rM No. 3355 P. 2365 Oak Ridge-Way - Vista. CA 92083 4McCatn The Power of Ingenuity Material List Customs]SUTHERLIN CONTRACTING I 8.0.511027486 P.0.51280 -----Direct ShIpments.------- !QLES FOR CAMINO AE LOS COCHES & CALLEACRY. I TYPE 15 FIXED BASE 2 25' SMA FOR 18/19-3.80 2 19-3-80 1 40' SMA FOR 26/27-4-80 1 26.4-80 4 12' LUMINAIRE MAST ARM 3 DETAIL U I LIGHT POLE BASE COVER 3 TRAFFIC POLE BASE COVER ANCHOR BOLTS FOR CAMINO DE LOS COCHES & CALLEACFRVO 4 51ff%18X4" ANCHOR BOLTS 4 3l4'18'4" ANCHOR BOLTS 4 1"X36'X4'ANCHOR BOLTS 12 2"X42XS" ANCHOR BOLTS SERVICE FOR CAMINO DE LOS COCHES £ CALLEACERVO I TYPE IIIBF, ALUM, ANODIZED, METERED/UNMETERED I I5AIPI20VCB 42KAIC 1 50A1PI20VCB 42KA1C 1 30A 2P 1201240V CO 42 KAIC MISCFLJ-ANEOUS FOR CAMINO DE LOS COCHES & CALLEA CAR VO 1 R34 1 R34.2 1 R73-3 Page 4014 2IIL7i3 ISNS PANEL '8' X 18" DOUBLE SIDED Submittal 150 IrneL.sC.cI 9;3.uI CUSTOMSLJTHEPLIN:.CON1PACTORS LONOE AOENCV cARLSBAD FONT SIZE 8 TVPE HW"f SERIES W. 8° UC 6"LC 1O7486 ,VI.LTVPE.:3M 71:GPEEN POL28O BOOERS&:CORNEPS- :V' BORDRSRAD!LISCQRNER HOUSING ISNS ASS'Y 8'XIS" ISNS PER ASSY W/HQTQ CELL. PANEL 1(PE..'ti WHiTE;ON.3M ASS. CLAMP & HAN3E SET iS.NS PANEL 6' 5: 1' .cULE SiDED Submittal L: 6 II APO t"BY ;18" L1:11 . : A-&c _U9TOMER SLITHERLJN CONTPACTOPS LOGO NONE AGENC CPLAD :FTSIZE1IPE..HWf SERIES U6" L• Z SOV 1027156 VINVLT\'PE 3M117?GREEN PO 28D BORDERS & COFRI\IERS I" BORDERS. RADIUS CORNfRS I HOUSING ISNS6X1r ASSY SNS PER ASSf W,PHOTO CELL, iREPi iN:;ts4Suir::A$S CLAMP& HAI'JGER SET C4 Now available with Color, Wide angle and DC Option for Battery/Solar Applications! FEATURES & BENEFITS A Alternative to in-pavement "loops" A Works with any Vantage processor A Eliminates need for lengthy coaxial cable runs A Eliminates need for lengthy power cable runs if luminaire power is nearby A Wireless video transmission to 500 feet with dear line of sight A 1,2 &4channel receivers available A Enhanced portability and reusability A Operates up to four separate channels in unlicensed 2.4Ghz band A Reduced installation time compared to loops wired video detection systems A Available in monochrome or color image A DC option for battery/solar applications A Wide angle option ((7 The flexibility and ease of use of video detection has just been enhanced! The wireless VantageN system offers traffic engineers a new way to implement video detection where installation of cables is not possible or desirable. Ideal for retrofitting older sites with full conduits, temporary detection in construction zones, and advanced detection applications. Iteris' Wireless Vantage System utilizes the license-free 2.4 GHz band to transmit live video from the video detection CCTV camera to the controller cabinet A wireless transmitter has been integrated into the Vantage CCTV camera and has no external components other than a 34nch linear polarized J antenna. The video transmitter is FCC compliant and does not require the end user to have an operator's license from the FCC. Wireless video detection for construction management activities during road widening, intersection improvements, or temporary lane closures are obvious applications. Other applications that could significantly benefit from the use of wireless Vantage systems are locations where read surfaces are continually being damaged by heavy vehicles or severe weather. At these locations, permanent installations of the wireless system significantly reduce recurring maintenance costs and headaches. vehicle detection can also benefit from the use of Vantage wireless video detection eliminating the need to install conduit and cabling from the mid-block detection location to the intersection controller cabinet The use of wireless technology in video detection applications expands the flexibility for deployment Coaxial cable and other hard wring are no longer limiting factors. lteris has taken the lead in the wireless video detection industry and has integrated their proven Vantage video detection system with wireless video transmission to provide a more flexible product that can accommodate almost any intersection and mid-block configuration. Shown Clockwise A Single Channel Receiver A Multi Channel Receiver A Receiver Antenna A Luminiare Power Adapter A Wireless Camera with Integral Transmitter Antenna SPECIFICATIONS SPECIFICATIONS Resolution 380 TVL lines horizontal minimum Weight 5.25 pounds (2.4 Kg), including camera, lens, housing, sunshield, and Sensitivity 0.45 lux @ 1`11.2 typical mounting bracket Standard Lens Focal length and focus adjustable through WelghtlDlmenslon 1-Channel 1 lb (0.45 Kg) connector at rear of housing for a Receivers 6.5" (H) x 4.0" (W) x 2.0" (D) horizontal field of view ranging from 8.1 (16.51 x 10.16 x 5.08 cm) degrees wide to 45.9" wide 4-Channel 4 lbs (1.8 Kgs) 6.25" (H) x 8.25" (W) x 5.5" (0) Wide Angle Horizontal field of view up to 80" (15.87 x 20.95 x 13.97 cm) Connections BNC connector for video at rear ENVIRONMENT of housing. Camera Power connector for line power Temperature —31" F to +140" F and safety ground at rear of housing. —35" C to .60" C Humidity 0% to 100% Wireless Transmitter FCC Part 15 compliant 2.4 GKz ISM Band Vibration 0.5G, 3 axes, 5-30 Hz 3" linear polarized antenna up to 500 ft. line Receivers of sight transmission with standard receiver Temperature -35 F to +165 F (-37 C to +74 C) antenna 0-95% relative humidity (non-condensing) POWER Wireless Receiver One, two or four-channel configurations Camera 1151230 VAC, 17W (max.) Receivers 1-Channel 12 'JDC (power supply Power included), 6W (max.) 4-Channel 1151230 VAC, 15W (max..) UV OSSEN 1509001 Jr1Y_e.Rl1 Infminetion funished by Iterb Is botievod to be sensate and reliable. However, Rods does net warranty the acciascy, completeness. oritnoss thruso of any of the information fisnishet No Iconse in granted by finylication orotheiwiee under any totelectual property. Speetticatirms sshod to shaigo wtihmit notice. Fox 1104 1515 S. Manchester Avenue, Anaheim CA 92802-2907 a (888) 254.5487 a (714) 780-7742 a fax (714) 780-7246 a wew.iteiis.com ITERFS __ YfflODNDT OA~P- FEATURES & BENEFITS A Single or dual video input versions A Plug-in module for Type 170 input files, TS-1 and TS-2 detector card racks A Easy to use menu interface, no computer required to setup or maintain the system A Easily installed, minimizes the need for lane closures A Compatible with Hens's wired and wireless video detection cameras A Up to 24 outputs per video input (using Extension Modules) A Use of FLASH memory enables the processor to be programmed to nan different applications A FLASH memory has been increased for program and data storage A Easy to use detector output test switches (fixed or momentary) A Compatibilitywith 12 VDC or 24 VDC input files. A Uses delay/extend signals from the input Me. A 2070 and ATC input files Edge2 Single Channel Processor Edge2 Dual Channel Processor Introducing the Vantage Edge 21, the newest member of the Vantage family of video detection processors from Iteris! The Vantage Edge 2 processor plugs into all standard Type 170 input files, TS-1, and TS-2 card detector racks. System setup and ease-of-use is maintained while the design of the advanced video detection processor enables future enhancements. New features of the Edge 2 include: Available in single or dual video input configurations A Extension modules in 2-or 4-channel configurations A Uses only one edge card connector for use in 4-channel input files A Extension modules programmable from processor module, allowing remote programming of extension modules A Uses delay/extend signals from the input file A High intensity LED indicators for ease of viewing Vantage Edge2 2-Channel Extension Module L1 U Vantage Edge2 4-Channel Extension Module Vantage Edge LAM Option The LAM (Lens Adjustment Module) Is an easy-to-use hand held device that allows field adjustment of the camera settings. The unit Is avellable in NTSC or PAL format and can be used with or without a monitor. Vantage Edge Camera (see separate data sheet) SIZE Processor Module 7" long, 45" high, and 2.31° front panel width (17.78 an 11.43 an 5.86 cm) Extension Module 2 Channel - T long, 45' high, and 1.14' front panel width (17.78 cm 11A3 an x 2A9 an). Each module plugs into ã standard input file/detector rack. 4 Channel -7' long, 4.5° high, and 2.31° front panel width (17i8 cm 11.43 an x 5.86 an). Each module plugs into a standard input flle!detector rack. Weight Edge 2 0.8 lb (.363 kg) Extension Modules: 2-Channel 03 lb (.136 kg) 4-Channel 0.4 lb (.181 kg) ENVIRONMENT Temperature —35° F to +1650 F _370 C to +74° C Humidity 0% to 95% non-condensing Vibration 0.5G, 3 axes, 5-30 Hz Shock lOG in all 3 axes POWER Processor 12 or 24 VDC (490/280 mA) Extension Module 12 or 24 VDC (220/120 mA) I,ifuuu, WNW by bft Nbdved to to anoIo v ,oVIo. Hooeur. Uds does n woaitthoaaocy. nmu* 1owydthohiianmon tom. No ILuosebgmntby . bikar orranyhit& qteity. SpflcalLuu dodiwgavithmfl ,u5. - SPECIFICATIONS Functions4Features Plugs directly into 170 input file, TS-1, TS-2 detector rack, 2070 and ATC without any adapter. 24 detection zones per camera configuration 24 detector outputs per camera (using extension modules) Detector zones can beAND'd or ORd together to provide Boolean logic capability Each detector zone holds a call for presence while vehicle remains in the zone Delay/extend mode Bin storage for count data collection Remotely accessible for system reconfiguration or status monitoring Three detector configurations can be stored locally Set up program included in procehaor, no computer required Software upgrade via serial port, no hardware modification required Meets traffic cabinet environment requirements Extension module eliminates the need to rewire input file or detector rack Vantage Connections BNC video input, RSI70 (NTCS), CCIR (PAL) BNC video oulput, RS170 (NTSC), CCIR (PAL) 75 ohm or HiZ video input termination PSI2 female for pointing device 0B9 male for RS232 interface RJ-45 interconnection to extension module MV. arm 1515 S. ManchesterAvenue, Anaheim, CA 92802-2907 a (888) 254-5187 a (714) 780-7742 £ fax (714) 780-7246 a wv.iteñs.com