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09-1102_AMERICAN TRAFFIC SOLUTIONS, INC_Personal Services AgreementPERSONAL SERVICES AGREEMENT THIS AGREEMENT is made, entered into, and shall become effective this 2"" day of November, 2009, by and between the City of San Juan Capistrano (hereinafter referred to as the "City") and American Traffic Solutions, Inc. (hereinafter referred to as the "Consultant"). 1x• IrIFTIM3 WHEREAS, City desires to retain the services of Consultant regarding the City's proposal to relocate red light camera equipment for CIP 111 -Del Obispo Street and Camino Capistrano Intersection Improvements, and WHEREAS, Consultant is qualified by virtue of experience, training, education and expertise to accomplish such services. NOW, THEREFORE, City and Consultant mutually agree as follows: Section 1. Scope of Work. The scope of work to be performed by Consultant shall consist of those tasks as set forth in Exhibit 'A" attached and incorporated herein by reference. To the extent that there are any conflicts between the provisions described in Exhibit "A" and those provisions contained within this Agreement, the provisions in this Agreement shall control. Section 2. Term. This Agreement shall commence on the effective date and shall terminate, and all services required hereunder shall be completed, no later than April 1, 2010. Section 3. Compensation. 3.1 Amount. Total compensation forthe services hereunder shall not exceed Twenty-two thousand nine hundred sixty-three and 50/100 dollars ($22, 963.50) total contract amount including all taxes, expenses, and all costs as set forth in Exhibit `13,` attached and incorporated herein by reference. 3.2 Method of Payment. Subject to Section 3.1, Consultant shall submit monthly invoices based on total services which have been satisfactorily completed for such monthly period. The City will pay monthly progress payments based on approved invoices in accordance with this Section. 3.3 Records of Expenses. Consultant shall keep complete and accurate records of all costs and expenses incidental to services covered by this Agreement. These records will be made available at reasonable times to City. Section 4. Independent Contractor. It is agreed that Consultant shall act and be an independent contractor and not an agent or employee of City, and shall obtain no rights to any benefits which accrue to City's employees. Section 5. Limitations Upon Subcontracting and Assignment. The experience, knowledge, capability and reputation of Consultant, its principals and employees were a substantial inducement for City to enter into this Agreement. Consultant shall not contract with any other entity to perform the services required without written approval of the City. This Agreement may not be assigned, voluntarily or by operation of law, without the prior written approval of the City. If Consultant is permitted to subcontract any part of this Agreement by City, Consultant shall be responsible to City for the acts and omissions of its subcontractor as it is for persons directly employed. Nothing contained in this Agreement shall create any contractual relationships between any subcontractor and City. All persons engaged in the work will be considered employees of Consultant. City will deal directly with and will make all payments to Consultant. Section 6. Chan es to Scope of Work. For extra work not part of this Agreement, a written authorization from City is required prior to Consultant undertaking any extra work. In the event of a change in the Scope of Work provided for in the contract documents as requested by the City, the Parties hereto shall execute an addendum to this Agreement setting forth with particularity all terms of the new agreement, including but not limited to any additional Consultant's fees. Section 7. Familiarity with Work and/or Construction Site. By executing this Agreement, Consultant warrants that: (1) it has investigated the work to be performed; (2) if applicable, it has investigated the work site(s), and is aware of all conditions there; and (3) it understands the facilities, difficulties and restrictions of the work to be performed under this Agreement. Should Consultant discover any latent or unknown conditions materially differing from those inherent in the work or as represented by City, it shall immediately inform the City of this and shall not proceed with further work under this Agreement until written instructions are received from the City. Section 8. Time of Essence. Time is of the essence in the performance of this Agreement. 2 Section 9. Compliance with Law; E -Verify. 9.1. Compliance with Law. Consultant shall comply with all applicable laws, ordinances, codes and regulations of federal, state and local government. 9.2. E -Verify. If Consultant is not already enrolled in the U.S. Department of Homeland Security's E -Verify program, Consultant shall enroll in the E -Verify program within fifteen days of the effective date of this Agreement to verify the employment authorization of new employees assigned to perform work hereunder. Consultant shall verify employment authorization within three days of hiring a new employee to perform work under this Agreement. Information pertaining to the E -Verify program can be found at http://www.uscis.gov, or access the registration page at https://www.vis-dhs.com/employerregistration. Consultant shall certify its registration with E -Verify and provide its registration number within sixteen days of the effective date of this Agreement. Failure to provide certification will result in withholding payment until full compliance is demonstrated. Section 10. Conflicts of Interest. Consultant covenants that it presently has no interest and shall not acquire any interest, direct or indirect, which would conflict in any manner or degree with the performance of the services contemplated by this Agreement. No person having such interest shall be employed by or associated with Consultant. Section 11. Copies of Work Product. At the completion of the work, Consultant shall have delivered to City at least one (1) copy of any final reports and/or notes or drawings containing Consultant's findings, conclusions, and recommendations with any supporting documentation. All reports submitted to the City shall be in reproducible format, or in the format otherwise approved by the City in writing. Section 12. Ownership of Documents. All reports, information, data and exhibits prepared or assembled by Consultant in connection with the performance of its services pursuant to this Agreement are confidential to the extent permitted by law, and Consultant agrees that they shall not be made available to any individual or organization without prior written consent of the City. All such reports, information, data, and exhibits shall be the property of the City and shall be delivered to the City upon demand without additional costs or expense to the City. The City acknowledges such documents are instruments of Consultant's professional services. 191 Section 13. Indemnity. To the fullest extent permitted by law, Consultant agrees to protect, defend, and hold harmless the City and its elective and appointive boards, officers, agents, and employees from any and all claims, liabilities, expenses, or damages of any nature, including reasonable attorneys` fees, for injury or death of any person, or damages of any nature, including interference with use of property, arising out of, or in any way connected with the negligence, recklessness and/or intentional wrongful conduct of Consultant, Consultant's agents, officers, employees, subcontractors, or independent contractors hired by Consultant in the performance of the Agreement. The only exception to Consultant's responsibility to protect, defend, and hold harmless the City, is due to the negligence, recklessness and/or wrongful conduct of the City, or any of its elective or appointive boards, officers, agents, or employees. This hold harmless agreement shall apply regardless of whether any insurance policies are applicable. The policy limits do not act as a limitation upon the amount of indemnification to be provided by Consultant. Section 14. Insurance. On or before beginning any of the services or work called for by any term of this Agreement, Consultant, at its own cost and expense, shall carry, maintain for the duration of the agreement, and provide proof thereof that is acceptable to the City, the insurance specified below with insurers and under forms of insurance satisfactory in all respects to the City. Consultant shall not allow any subcontractor to commence work on any subcontract until all insurance required of the Consultant has also been obtained for the subcontractor. Insurance required herein shall be provided by Insurers in good standing with the State of California and having a minimum Best's Guide Rating of A- Class VII or better. 14.1 Comprehensive General Liability. Throughout the term of this Agreement, Consultant shall maintain in full force and effect Comprehensive General Liability coverage in an amount not less than one million dollars per occurrence ($1,000,000.00), combined single limit coverage for risks associated with the work contemplated by this agreement. If a Commercial General Liability Insurance form or other form with a general aggregate limit is used, either the general aggregate limit shall apply separately to the work to be performed under this agreement or the general aggregate limit shall be at least twice the required occurrence limit. 14.2 Comprehensive Automobile Liability. Throughout the term of this Agreement, Consultant shall maintain in full force and effect Comprehensive Automobile Liability coverage, including owned, hired and non - owned vehicles in an amount not less than one million dollars per occurrence M ($1,000,000.00). 14.3 Worker's Compensation. If Consultant intends to employ employees to perform services under this Agreement, Consultant shall obtain and maintain, during the term of this Agreement, Worker's Compensation Employer's Liability Insurance in the statutory amount as required by state law. 14.4 Proof of Insurance Requirements/Endorsement. Prior to beginning any work under this Agreement, Consultant shall submit the insurance certificates, including the deductible or self -retention amount, and an additional insured endorsement naming City, its officers, employees, agents, and volunteers as additional insureds as respects each of the following: Liability arising out of activities performed by or on behalf of Consultant, including the insured's general supervision of Consultant; products and completed operations of Consultant; premises owned, occupied or used by Consultant; or automobiles owned, leased, hired, or borrowed by Consultant. The coverage shall contain no special limitations on the scope of protection afforded City, its officers, employees, agents, or volunteers. 14.5 Errors and Omissions Coverage Not Applicable. 14.6 Notice of Cancellation/Termination of Insurance. The above policy/policies shall not terminate, nor shall they be cancelled, nor the coverages reduced, until after thirty (30) days' written notice is given to City, except that ten (t 0) days' notice shall be given if there is a cancellation due to failure to pay a premium. 14.7 Terms of Compensation. Consultant shall not receive any compensation until all insurance provisions have been satisfied. 14.8 Notice to Proceed. Consultant shall not proceed with any work under this Agreement until the City has issued a written "Notice to Proceed" verifying that Consultant has complied with all insurance requirements of this Agreement. Section 15. Termination. City shall have the right to terminate this Agreement without cause by giving thirty 5 (30) days' advance written notice of termination to Consultant. In addition, this Agreement may be terminated by any party for cause by providing ten (10) days' notice to the other party of a materia[ breach of contract. If the other party does not cure the breach of contract, then the agreement may be terminated subsequent to the ten (10) day cure period. Section 16. Notice. All notices shall be personally delivered or mailed to the below listed addresses, or to such other addresses as may be designated by written notice. These addresses shall be used for delivery of service of process: To City: City of San Juan Capistrano 32400 Paseo Adelanto San Juan Capistrano, CA 92675 Attn: Nisha A. Patel, P.E. To Consultant: American Traffic Solutions, Inc. 10911 Riverside Drive North Hollywood, CA 90602-2209 Section 17. Dispute Resolution. In the event of a dispute arising between the parties regarding performance or interpretation of this Agreement, the dispute shall be resolved by binding arbitration under the auspices of the Judicial Arbitration and Mediation Service ("JAMS"). Section 18, Prevailina Waaes. City has been advised that the Prevailing Wages Law applies to the work. Consultant shall be responsible for Consultant's compliance in all respects with the prevailing wage rates to all the laborers involved, and with California Labor Code Section 1770 et seq., including the keeping of all records required by the provisions of Labor Code Section 1776 and the implementing administrative regulations. City shall be a third party beneficiary of the forgoing covenant with rights to enforce the same as against the Consultant. Section 19. Entire A reement. This Agreement constitutes the entire understanding and agreement between the parties and supersedes all previous negotiations between them pertaining to the subject matter thereof. [SIGNATURE PAGE FOLLOWS] 9 IN WITNESS WHEREOF, the parties hereto have executed this Agreement. CITY OF SAN JUAN CAPISTRANO �a By: G J e Tai City Manager AMERICAN TRAFFIC SOLUTIONS, INC. By: Adam Tuton, EVP/ COO APPROVED AS TO FORM: '.. .�:Attorney 7 EXHIBIT A 1 of 3 i f a ! ti E mI 9 o SZ2 I .r a U y� fJ W i� i I x- R a P K W' Q" ¢ O 1 of 3 FRANGIBLE BASE i EXISTING CONC. CURB ROADWAY ROADWAY CAMERA STROBE 5ECT10C-C ROADWAY c 1 O' 1 z' 14'r �..1. I 3 `}" J --.- 2' y� EXISTING CONC. CURB PROPOSED POLE®& 0 MS34 (NOT TO SCALE) TOP 5" TO BE 519 W x 3-1/2 L SLOT 15160 POLE FOUNDATIONOTES: N FO SO SQUARE HOJ,R2014TAL REINFORCEMENT 3/4' DRAIN FURROW (SEE CHART) BOLT CIRCLE' VERTICAL BARS 3. 1/4' THICK STEEL TEMPLATE PLATE WITH 1/15" LARGER ANCHOR BOLT HOLE SHALL BE USED FOR INSTALLATION. MAX ARM LUMINAIRE ARM (EQUALLY SPACED) 4. ANCHOR SOL73 SHALL BE PLUMB. F0lAMtTTER0�EpTmT50LT 1011CAL REIN:_ o 5. ANCHOR BOLTS SHALL CONFORM TO F1554, GRADE 55 KSI. 3" SCHEDULE 40 N 1/4" PVC CONDUIT BEND CIRCULAR METAL OR L Tl' BE UNDISTURBED WITH EXCEPNON TO CCNDUIT TRENCHING AND HANDHOLE EXCAVATION- FIBER 30ARD FORM $ TIE Two (2) #8 REBARS TO 12' BELOW LOWLST ! ANCHOR BOLTS FOR GROUNDING POINT OF EXPOSEO N.A. k.1 ANCONTACT. FOUNDATION OUNO POLE AND EGUMMENT SCHEDULE SHOWN ON THIS SHEET. NO GEOTECHNICAL €NFORMATION FOR EXISTING SOIL CONDITIONS S' C.G. PLAN ME WAS PROVIDED TQ NESTOR ENGINEER OF RECORD. THE CONTRACTOR SHALL VERIFY SOIL CONDITIONS PRIOR TO SCALE: NONE CONSTRUCTION. IF THE ACTUAL SOIL CONDITIONS ARE INFERIOR (E.G. ALLUVIA SOIL), OR IF ROCK ENCOUNTERED, THE 2' 7-1/2' PROJECTION ABOVE FOUNDATION ^0 Y PROJECTION ABOVE I FOUNDATION TOP 8" TO @" �BE FORMED GRASS I SOUARE 3' SCHEZUEE 40 PVC CONDUIT BEND (13' RAO,) ANCHOR BOLTS FOUR (4) I RECIIJIRED T4" VERTICAL REINFORCEMENT EIGHT (B) NO. B HORIZONTAL REINFORCEMENT NG. 4 TIES AT 5"C.C, 3" MIN. j CLEARANCE 3" MIN. CLEARANCE--- V I FOUNDATION DETAILS FOR POLE (D&@ SCALE: NONE [ TC BE DETERMINED VE EX157TNG CITY POLE11911 (NOT TO SCALE) q EXISTING CITY POLE (NOT TO SCALE) E PROP NTS CABINET itf AC NEOPRENE GASKET SHALL BE PLACED BET'AIEEN CABIidET AND FOUNDATION QTY 4, 1/2" DIA X 19" X 4" HOT 54" DIPPED GALVANIZED. F7554 GRADE JB OR HICHER ANCHOR BOL15 B I 48' JA OA AY ij I i 11 EI GRAS$ 20" I E II FOUNDATION EXIST. CONC. CURB I I M 3" CLEARENCE EXIST. GONG SW ^'^"---- NO. 4 BARS SPACE 0 I7--3/4" CENTER TO CENTER 3" CONDUIT 3/4" 0 X 118" GROUND Il ROD COPPER CLAD RACK MOUNT CA&INET D—Ail SCALE: NONE POLE FOUNDATION TABLE DATE: .EXISTING CLTY- aQLE L4: (NOT TO SCALE) 1' PVC CONDUIT FROM SERVICE WSCONNECT TO NEMA P CABINET 22" QST#NG CITY POLE t J� (NOT TO SCALE) ,,,---5554CCIUU3A" D STAINLESS STEEL MSCONNECT / OR CONTRACTOR,OGAAPPROVER EQLgVA!E1/ MOUNT TO CA NRTH S l/2" % 1 1/2' KINCORF CHANNEL I" PVC CONNECTION BETWEEN METER BASE AND DISCQNNECT H-113 F MODULAR LAND 8L 12 ST WITH H-713 GAP SCREw5 AND B-972 STEEL NUTS (3/8") INSTAL METER BASE, MOUNT METER BASE TO CABINET WITH BRACKETS. K€NODRF MODULAR CHANNEL (0409) WITH KINCORF SERIES C-105 PIPE STRAPS FOR i" & 4" PVC CONDUITS S' PVC CONDUIT CONTRACTOR TD €NSTALL SERLICE FEED TO METER BASE AND INSTALL METES?. EXISTING CONC. SW 3" PVC CCNOW7 (ELECTRIC SER`ACE FEED) V JiON ViFwQ SERVICE DISCONNECT 'C CABINET SCALE: NONE 4YY 4, TAY OSA X 18' % 4" H07 28" RIPPED GALVANIZED, F1554 GRADE 39 OR HIGHER ANCHOR BOLTS EXIST. CONC. SW �"--" 21-"1/4" � EXIST. CONC. SW I. I' i • � t 1i�6 �• 20" I.I (� I i Ll 4 3" CONDUITS x"3/4" 0 X 115" GROUND ROD COPPER CLA7} SCALE' NONE /�@Slii" NESTOR TRAFFIC SYSTEMS, INC. TrawC PRR ORIENTAL STREET systems OVIDENCE, RI £ 2908 (401) 274-565858 SAN JUAN CAPISTRANO, CALIFORNIA DEL OBISPO STREET & CAMINO CAPiSTRANO IPD DESIGN BY KIM PREAP TE:07/10/09 DRAWN BY.K1M PREAP ALE: NONE CHECK BY: SAUL M. KANE, P.E. 3 of 3 519 W x 3-1/2 L SLOT 15160 POLE FOUNDATIONOTES: N FOR MOUNTING, a PUGS, TYP VWNDA'RCN REINFORCEMENT 1. ALT. EXPOSED FOUNDATION FACES SHALL BE FINISHED SMOOTHED. 2. GROUT SHALL NOT BE INSTALLED BETWEEN THE BASE PLATE AND THE TOP OF THE,FOJNDATtON. 3. 1/4' THICK STEEL TEMPLATE PLATE WITH 1/15" LARGER ANCHOR BOLT HOLE SHALL BE USED FOR INSTALLATION. MAX ARM LUMINAIRE ARM 'i 4. ANCHOR SOL73 SHALL BE PLUMB. F0lAMtTTER0�EpTmT50LT 1011CAL REIN:_ o 5. ANCHOR BOLTS SHALL CONFORM TO F1554, GRADE 55 KSI. LTJTGTH (FT} LDY:TYi (FT)IB.G}SIEABOVE N 1/4" 6, EXCAVATION FOR POLE FOUNDATION SHALL BE AUGERED, SOIL WITHIN A 10 FOOT RADIUS OF POLE FOUNDATION SHALL BAR SITEBARS L Tl' BE UNDISTURBED WITH EXCEPNON TO CCNDUIT TRENCHING AND HANDHOLE EXCAVATION- EXIST. GONG. CURS $ 7. PROPOSED POLE FOUNDATION $HALL BE IN ACCORDANCE WITH THE STATE OF CALIFORNIA DEPARTMENT OF 3' BCHT (9) NO, $ TRANSPORTATION STANDARD PLANS FOR CONSTRUCTION OF LOCAL STREETS AND ROADS (ES -16A). CONCRETE SHAD M534 19-1 N.A. k.1 HAVE A MINIMUM 28 -DAYS COMPRESSIVE STRENGTH OF 3500 PSI, GROUT SHALL HAVE A MINIMUM 7 -DAYS COMPRESSI STRENGTH OF SDOO PSI AND SHALT. MEET THE REQUIREMENTS OF SECTION BS -2.01 BOLT CIRCLE SHALL BE AS PER OUNO POLE AND EGUMMENT SCHEDULE SHOWN ON THIS SHEET. NO GEOTECHNICAL €NFORMATION FOR EXISTING SOIL CONDITIONS S' C.G. 48" r WAS PROVIDED TQ NESTOR ENGINEER OF RECORD. THE CONTRACTOR SHALL VERIFY SOIL CONDITIONS PRIOR TO CONSTRUCTION. IF THE ACTUAL SOIL CONDITIONS ARE INFERIOR (E.G. ALLUVIA SOIL), OR IF ROCK ENCOUNTERED, THE SECTRON: A --A ENGINEER SHALL BE NOI1FIED. SCALE: NONE POLE FOUNDATION TABLE DATE: .EXISTING CLTY- aQLE L4: (NOT TO SCALE) 1' PVC CONDUIT FROM SERVICE WSCONNECT TO NEMA P CABINET 22" QST#NG CITY POLE t J� (NOT TO SCALE) ,,,---5554CCIUU3A" D STAINLESS STEEL MSCONNECT / OR CONTRACTOR,OGAAPPROVER EQLgVA!E1/ MOUNT TO CA NRTH S l/2" % 1 1/2' KINCORF CHANNEL I" PVC CONNECTION BETWEEN METER BASE AND DISCQNNECT H-113 F MODULAR LAND 8L 12 ST WITH H-713 GAP SCREw5 AND B-972 STEEL NUTS (3/8") INSTAL METER BASE, MOUNT METER BASE TO CABINET WITH BRACKETS. K€NODRF MODULAR CHANNEL (0409) WITH KINCORF SERIES C-105 PIPE STRAPS FOR i" & 4" PVC CONDUITS S' PVC CONDUIT CONTRACTOR TD €NSTALL SERLICE FEED TO METER BASE AND INSTALL METES?. EXISTING CONC. SW 3" PVC CCNOW7 (ELECTRIC SER`ACE FEED) V JiON ViFwQ SERVICE DISCONNECT 'C CABINET SCALE: NONE 4YY 4, TAY OSA X 18' % 4" H07 28" RIPPED GALVANIZED, F1554 GRADE 39 OR HIGHER ANCHOR BOLTS EXIST. CONC. SW �"--" 21-"1/4" � EXIST. CONC. SW I. I' i • � t 1i�6 �• 20" I.I (� I i Ll 4 3" CONDUITS x"3/4" 0 X 115" GROUND ROD COPPER CLA7} SCALE' NONE /�@Slii" NESTOR TRAFFIC SYSTEMS, INC. TrawC PRR ORIENTAL STREET systems OVIDENCE, RI £ 2908 (401) 274-565858 SAN JUAN CAPISTRANO, CALIFORNIA DEL OBISPO STREET & CAMINO CAPiSTRANO IPD DESIGN BY KIM PREAP TE:07/10/09 DRAWN BY.K1M PREAP ALE: NONE CHECK BY: SAUL M. KANE, P.E. 3 of 3 VWNDA'RCN REINFORCEMENT OQLE RO},i: MAX ARM LUMINAIRE ARM CIRCLE E AHCNOR BOLT ANCHOR HOLT FRDJECT ON F0lAMtTTER0�EpTmT50LT 1011CAL REIN:_ HQR17CNTAI. RVNF. TYPO i HE€GNI LTJTGTH (FT} LDY:TYi (FT)IB.G}SIEABOVE FQi3N0AtiON RNf BAR SITEBARS I 10 X 38 X b" 3' BCHT (9) NO, $ N0. 4 TES AT M534 19-1 N.A. k.1 d—RIJ—t/2" S' C.G. POLE FOUNDATION TABLE DATE: .EXISTING CLTY- aQLE L4: (NOT TO SCALE) 1' PVC CONDUIT FROM SERVICE WSCONNECT TO NEMA P CABINET 22" QST#NG CITY POLE t J� (NOT TO SCALE) ,,,---5554CCIUU3A" D STAINLESS STEEL MSCONNECT / OR CONTRACTOR,OGAAPPROVER EQLgVA!E1/ MOUNT TO CA NRTH S l/2" % 1 1/2' KINCORF CHANNEL I" PVC CONNECTION BETWEEN METER BASE AND DISCQNNECT H-113 F MODULAR LAND 8L 12 ST WITH H-713 GAP SCREw5 AND B-972 STEEL NUTS (3/8") INSTAL METER BASE, MOUNT METER BASE TO CABINET WITH BRACKETS. K€NODRF MODULAR CHANNEL (0409) WITH KINCORF SERIES C-105 PIPE STRAPS FOR i" & 4" PVC CONDUITS S' PVC CONDUIT CONTRACTOR TD €NSTALL SERLICE FEED TO METER BASE AND INSTALL METES?. EXISTING CONC. SW 3" PVC CCNOW7 (ELECTRIC SER`ACE FEED) V JiON ViFwQ SERVICE DISCONNECT 'C CABINET SCALE: NONE 4YY 4, TAY OSA X 18' % 4" H07 28" RIPPED GALVANIZED, F1554 GRADE 39 OR HIGHER ANCHOR BOLTS EXIST. CONC. SW �"--" 21-"1/4" � EXIST. CONC. SW I. I' i • � t 1i�6 �• 20" I.I (� I i Ll 4 3" CONDUITS x"3/4" 0 X 115" GROUND ROD COPPER CLA7} SCALE' NONE /�@Slii" NESTOR TRAFFIC SYSTEMS, INC. TrawC PRR ORIENTAL STREET systems OVIDENCE, RI £ 2908 (401) 274-565858 SAN JUAN CAPISTRANO, CALIFORNIA DEL OBISPO STREET & CAMINO CAPiSTRANO IPD DESIGN BY KIM PREAP TE:07/10/09 DRAWN BY.K1M PREAP ALE: NONE CHECK BY: SAUL M. KANE, P.E. 3 of 3 OY£NH£AO SIGN PCL.% EXFS7: Pm PUSH 0oT'iOAH POLE l2i 3 8MCN SW _SSppyU DYcx cw 8OUNB Lora LANE' 2 SWLL LAW 1 m ctia ORICK SwW- ROw r 1 INTERCONNECT PHASES �� I tks+vwm LEAT 06 52 c a2 I' N£STBOIIND Uff H WE9NWNH! sfRAX11HT N ❑2 PROP. POLX�O { O9 h RID TRAFFIC LIGHT STROBE LIGHTS EOLAPMEN15 AS SHOWN 04 NEWI S 15.1 I MC GC POLE 0 PB i7 P i ofEPB 4 °. i LI Rdia - - I � �it7� i � MAStARM ULIMMAIAE O MERA CALERA 9 ilmLA I 02P WALLS p i I �i €nf I LFII OY£NH£AO SIGN PCL.% EXFS7: Pm PUSH 0oT'iOAH POLE l2i 3 8MCN SW _SSppyU DYcx cw 8OUNB Lora LANE' 2 SWLL LAW 1 m ctia ORICK SwW- ROw r 1 INTERCONNECT PHASES DIRE07ION CONTROLLER PHASE tks+vwm LEAT 06 EASTOCILMD SRIAWHT 02 N£STBOIIND Uff H WE9NWNH! sfRAX11HT N Miss Utility, California Section y a Call: TOLL FREE 1-800-227-2600 TWO WORKING DAYS BEFORE YOU DAG 0 CW EW 2" PVC CONDUIT (B't/-) 415 CABINET t 3 a 1H 12 t3 t4 VAM AVOIOANCE UNIT 1 CONTROL CAsuNET T9 14 YEMEAD SIGN POLE ItEq TRAFFIC UGRT IR EQUIPMENTS AS SHOWN _--- RQW-- _..row LANE 1 NO-RNn LANE' 2 LANE 3 � � f tED TRAFFIC LIGHT IPMENTS AS SHOWN LT. POLE UNSOOTT, LAW k CRENSPAN, BK14BR9 i4u�aa," . nvec4uanw . n CONDUIT AND CONDUCTOR SCHEDULE swLL POLE AND EQUIPMENT SCHEDULE arM,""_rtar�iriwu„ot �"' P Y GW CANE 4 `.3fY POLE STANDARD VIDEO CAMERAS STROBE LIGHTS £X15? MEW/ 04 BALL S 15.1 I POLE Ct)NC. CtlRl ofEPB 4 °. - ............ � Ea'l53. HYDRANT Rdia - - P1 � MAStARM ULIMMAIAE O MERA CALERA 9 ilmLA 02P MOLW a OWR UGHT F11 MUMTHU MOLRLIHG EINE'T 5WLTCH "Va" LEWIN 3ENM �s✓ 6 MNES DNTORM LOCAnm STAHGIWO PM1HT RED TRAFM LIGHT LOCAROFI 1 I i) y2+AT EMPME14TS AS SHOWN -- ...•. 14 CEDT6 T8 "AL UkK 2-4 IV ON POLO 000 14' 141 I M52W2 S , 42 FLELON "" m WAR ONE R--4 Ir CFF POIE M$3EA 10' (Owo o EXSTM CITY POLE ETISIHG EMSTWO `�' 40 AM$M 0 M LANE 2-4 24` ON AN MISE MAIL LQ.t a Iw di pm MS=3 � � f tED TRAFFIC LIGHT IPMENTS AS SHOWN LT. POLE 36" 54" jm�wwmim s ,11 IL IS 1. STATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION PROPOSED SIGN TO BE INSTALLED BY NESTOR'S CONTRACTOR (SEE CONSTRUCTION NOTE 7) SINGLE PHASE SERVICE WARING DIAGRAM MEtE R240VMFA d5btl�11 E1 OK smwmPANEL 100A nMT MAN BLN LXLI( ... A• rr � ex - 11• mow" PO'f�ER WHT WLR' NEV CONSTRUCTTON NOTES: Q THE CONTRACTOR SHALL INSTALL NESTOR CABINET ON POLE SEE NESTOR IPO DRAWINR FOR DETAIL THE CONTRACTOR SHALL PERFORM ALL WORK IN ACCORDANCE WITH SAN JUAN CAPISTRANO. CONSTRUCTION STANDARDS AND NESTOR STANDAfHf 49.1)• THE CONTRACTOR MALI. INSTALL POLE AND FOUNOAiK)K AS SHOWN IN THE "POLE & EQUIPMENT D IPO 22-00300, SEE MECHANICAL STAND MS34 POLE DETAILS. THE CONTRACTOR SHALL INSTALL 4//12 IN NECT CABLES FOR EACH PHASE LISTED IN INTERCONNECT PHASES TABLE FROM THE OUTPUT FILE OF T1•;£' EXISTING NECESSARY, OR AS DENOTED BY THE ENGINEER CONTRACTOR SHALL USE EXISTING CONDUIT Atm PULL BOX TO ACCESS TRAFFIC CONTROLLER SEE NESTOR ELECTRICAL STANDARD FOR ADDITIONAL DETAILS. �} THE CONTRACTOR SHALL INSTALL IN-LWE 1.0 AMP FUSED SPLICE CONNECTORS IN HOT CONDUCTORS AND IN-LINE NON-FUSED DISCONNECT FOR NEUTRAL. CONDUCTORS IN PROPOSED PULL BOX. ® THE CONTRACTOR SHALLSNSTAU. CAMERAA(S) AS INDICATED ON THIS SHEET (SEE -POLE AND EQUIPMRiT SCHEOULE-� CAMIRS} SHALL BE WIRED PER NESTOR ELECTRICAL. STAND S ® THE CONTRACTOR SHALL INSTALL LKR(T(S) AS SHOWN ON INII1TIIALL TALL PPRFSEE �W� UGHT(S) SINl BE � E TOWARD APPROPRIATE STOP BAR AND AS DIRECTED. ❑7 NESTOR CONTRACTOR IS TO INSTALL 'PHOTO ENFORCED' S S AS DIRECTED BY THE CITY TRAFFIC ENGINEER AND IN A DANCE VATH MUTCD ON EACH ENFORCED APPROACH. Ie FOR POWER. CONTRACTOR SHAY. WIRE NESTOR CABINET LOAD CENTER TO LOAD CENTER TO CITY CABINET AS DIRECTED BY THE CALIFORNIA DEPARTMENT OF TRANSPORTATION AND NOTIFY THE CITY TRAFFIC ENGINEER OFA SAME (SEE SEIRVICEWRING DIAGRAM ON THIS sm FOR OPPOSED CONDUIT AND CONDUCTOR(S)) B'( MEATHE CONACTOR SHALL SS E10SMNG PULL BOXNSBOF R P PENETRATING CONCRETE WALL OF HANDHOLE AS DENOTED BY THE ENGINEER, 10 THE CONTRACTOR SHALL INSTALL NEW PULL BOX. 11 THE CONTRACTOR SHALL VERIFY POWER SOURCE AND LOCATION, NESTOR NESTOR SHALL INSTALL COLLISION AVOIDANCE UNIT IN THE NTS CABINET, T3 COLLISION AVOIDANCE SHALT. BE INSTALLED BY NESTTAYS FIELD ENGINEER WITH THE CITY PERSONNEL PRESMCE. 14 COLLISION AYCHOANCE SHALL BE CONNECTED TO STOP TIMING CIRCUIT OF THE TRAFFIC CARNET. UNSOOTT, LAW k CRENSPAN, BK14BR9 i4u�aa," . nvec4uanw . n CONDUIT AND CONDUCTOR SCHEDULE a."a..,wvyr.rru,e�r ..,.«. POLE AND EQUIPMENT SCHEDULE arM,""_rtar�iriwu„ot �"' P Y sut � xws � nm nix POLE STANDARD VIDEO CAMERAS STROBE LIGHTS POLE DNAIWND N& PME MAStARM ULIMMAIAE O MERA CALERA 9 ilmLA MOUNT"s MOLW a OWR UGHT F11 MUMTHU MOLRLIHG "Va" LEWIN 3ENM NO TYRE USAW MNES DNTORM LOCAnm STAHGIWO PM1HT LOCAROFI STANDARD O #L534111! -- ...•. 14 CEDT6 T8 "AL UkK 2-4 IV ON POLO 000 14' 141 EY ON POLE M52W2 , 42 FLELON "" m WAR ONE R--4 Ir CFF POIE M$3EA 10' (Owo (: EXSTM CITY POLE ETISIHG EMSTWO `�' 40 AM$M 0 M LANE 2-4 24` ON AN MISE MAIL Lt.t Iw di pm MS=3 (R6-4-100 i (40) 43 NIKON MW IN FRONT L ANE EST 17 ON POLE YSStA iY' (1190J} ( ice OnTm OTY POLE oESTNG C]FStRLO -- EROt{T-•E LANE 4 1r QE POLE IAJ+A IM {12� Lti ONPOLE MY6303V LISS4 1T -^ VS MUL 2-4 L 7NE Y MO ;a OiJX YO(41 ve 2-4 OWN POE IL A (Q EtpyTRHG QTY POLE DOSIRFO E7RSTRHO --WB �F� 4N�#mT8 7R11a8I�' , ®�..Q■Il�r■>•.�.■II�A�[�rlrril[.�Q�Q�I�Alrlra i{!ME M.VLLA.IEO' ON PdE MB2S/3. /1111 FRONT LANE 2-3 1Y w Pato LH8D1A 12' (+9D*{ T/ PCL£ BIERIEHO EIHSTRIG_WB FRONT -L LAME 4 1W CH INW MWA IV IC ON POLE MS22113 (. ,5,,, : Amlrrl MMMEN11�Q:rlll■...1 (120p1j I�.Irlrrr 36" 54" jm�wwmim s ,11 IL IS 1. STATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION PROPOSED SIGN TO BE INSTALLED BY NESTOR'S CONTRACTOR (SEE CONSTRUCTION NOTE 7) SINGLE PHASE SERVICE WARING DIAGRAM MEtE R240VMFA d5btl�11 E1 OK smwmPANEL 100A nMT MAN BLN LXLI( ... A• rr � ex - 11• mow" PO'f�ER WHT WLR' NEV CONSTRUCTTON NOTES: Q THE CONTRACTOR SHALL INSTALL NESTOR CABINET ON POLE SEE NESTOR IPO DRAWINR FOR DETAIL THE CONTRACTOR SHALL PERFORM ALL WORK IN ACCORDANCE WITH SAN JUAN CAPISTRANO. CONSTRUCTION STANDARDS AND NESTOR STANDAfHf 49.1)• THE CONTRACTOR MALI. INSTALL POLE AND FOUNOAiK)K AS SHOWN IN THE "POLE & EQUIPMENT D IPO 22-00300, SEE MECHANICAL STAND MS34 POLE DETAILS. THE CONTRACTOR SHALL INSTALL 4//12 IN NECT CABLES FOR EACH PHASE LISTED IN INTERCONNECT PHASES TABLE FROM THE OUTPUT FILE OF T1•;£' EXISTING NECESSARY, OR AS DENOTED BY THE ENGINEER CONTRACTOR SHALL USE EXISTING CONDUIT Atm PULL BOX TO ACCESS TRAFFIC CONTROLLER SEE NESTOR ELECTRICAL STANDARD FOR ADDITIONAL DETAILS. �} THE CONTRACTOR SHALL INSTALL IN-LWE 1.0 AMP FUSED SPLICE CONNECTORS IN HOT CONDUCTORS AND IN-LINE NON-FUSED DISCONNECT FOR NEUTRAL. CONDUCTORS IN PROPOSED PULL BOX. ® THE CONTRACTOR SHALLSNSTAU. CAMERAA(S) AS INDICATED ON THIS SHEET (SEE -POLE AND EQUIPMRiT SCHEOULE-� CAMIRS} SHALL BE WIRED PER NESTOR ELECTRICAL. STAND S ® THE CONTRACTOR SHALL INSTALL LKR(T(S) AS SHOWN ON INII1TIIALL TALL PPRFSEE �W� UGHT(S) SINl BE � E TOWARD APPROPRIATE STOP BAR AND AS DIRECTED. ❑7 NESTOR CONTRACTOR IS TO INSTALL 'PHOTO ENFORCED' S S AS DIRECTED BY THE CITY TRAFFIC ENGINEER AND IN A DANCE VATH MUTCD ON EACH ENFORCED APPROACH. Ie FOR POWER. CONTRACTOR SHAY. WIRE NESTOR CABINET LOAD CENTER TO LOAD CENTER TO CITY CABINET AS DIRECTED BY THE CALIFORNIA DEPARTMENT OF TRANSPORTATION AND NOTIFY THE CITY TRAFFIC ENGINEER OFA SAME (SEE SEIRVICEWRING DIAGRAM ON THIS sm FOR OPPOSED CONDUIT AND CONDUCTOR(S)) B'( MEATHE CONACTOR SHALL SS E10SMNG PULL BOXNSBOF R P PENETRATING CONCRETE WALL OF HANDHOLE AS DENOTED BY THE ENGINEER, 10 THE CONTRACTOR SHALL INSTALL NEW PULL BOX. 11 THE CONTRACTOR SHALL VERIFY POWER SOURCE AND LOCATION, NESTOR NESTOR SHALL INSTALL COLLISION AVOIDANCE UNIT IN THE NTS CABINET, T3 COLLISION AVOIDANCE SHALT. BE INSTALLED BY NESTTAYS FIELD ENGINEER WITH THE CITY PERSONNEL PRESMCE. 14 COLLISION AYCHOANCE SHALL BE CONNECTED TO STOP TIMING CIRCUIT OF THE TRAFFIC CARNET. PKPMIEC BY. UNSOOTT, LAW k CRENSPAN, BK14BR9 i4u�aa," . nvec4uanw . n CONDUIT AND CONDUCTOR SCHEDULE a."a..,wvyr.rru,e�r ..,.«. arM,""_rtar�iriwu„ot �"' P Y sut � xws � nm nix .err .' .. : G�.Q...Q.....QQQ.QI•..Q.... , �'' m..Qn■I�rrr.I�...�liw�ir�Q.Q..�llll�� �F� . , ®�..Q■Il�r■>•.�.■II�A�[�rlrril[.�Q�Q�I�Alrlra �.mum[wwrlr■..�.��rN..l•Q.IIa�INrll�o M7.monommoommmmmmo�Q : Amlrrl MMMEN11�Q:rlll■...1 I�.Irlrrr QQ.Q©r .. . -1. ..' .. um....Q.om©000.QI♦©..QQ..' 5 . , [3�a. 0�..©QQQI•Mi Qi.Q"wm.' v.......�......�....... ' I[=.l...QQ1.000.QQQ...Q.. , , ,". ' ��"'".: Ilr�rrQQ0Q0Q■loi©QQQQQOQr�00QQ.D�o Km......omomm...nummmQ.al . r�r■rl�r■....■��I■�rlrl�rirlr.l•■�I>Mriwrl�.>•Q.Q > •' .waIQQQOQ■IQmIllum IQOIQQQQQQ 190 IFA UMIL12 01 WONB�F�IWwRtifwwwwwo -� ' "�OOIDO�mI♦Om�ID®BI■i ®m0010��®© MEN==���©©��QIiIt©[�OQ[�©© PKPMIEC BY. UNSOOTT, LAW k CRENSPAN, BK14BR9 i4u�aa," . nvec4uanw . n a."a..,wvyr.rru,e�r ..,.«. arM,""_rtar�iriwu„ot �"' P Y sut � xws � nm nix CtTYS COMMENTS STOIi TRAFFIC CAMBIA ST' OW Nestar NESTOR TRAFFIC SYSTEMS, INC. TLB 42 ORIENTAL STREET ,c�yvfe�iYi s PROVIDENCE, RI 2908 (40I) 274-565858sa SAN JUAN CAPISTRANO, CALIFORNIA RED TRAFFIC LIGHT MONITORING PLAN DEL OBISPO STREET AT CAMINO CAPISTRANO DESIGN BY KHP TE-, 7-22-09 DRAWN BY.KHPDRAWING NO: SHEET NO_ ALE: NONE r EXHIBIT A 2 of 3 EXHIBIT B I yp Jill, N $ € E 3 i 0 � '' R � 4'•'•�• i5 Z6 � j o :r. 'r a LU gg r� � W4 f z Ir Ea Nf�d.5 w Ri Z O E aE l r YY z jj Li u��i a r� cp� a CK ff L�aQ 2 � k