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CONTRACT 4845 CLOSEDAgreement No. 4845 TWO-Oki "MMEMMU BETWEEN THE CITY OF EL SEGUNDO AND WILLDAN ENGINEERING "WILLDAN" This AGREEMENT is entered into this 7th day of April, 2015, • and between the CITY OF EL SEGUNDO, a municipal corporation and general law city ("CITY") and WILLDAN ENGINEERING, a California Corporation ("CONSULTANT"). I A, As partial consideration, CONSULTANT agrees to perform the work listed in the SCOPE OF SERVICES, below; 13 As additional consideration, CONSULTANT and CITY agree to abide by t terms and conditions contained in this Agreement; i C. • additional consideration, CITY agrees to pay CONSULTANT a sum not to exceed one thousand four hundred dollars ($1,400) for CONSULTANT's services. CITY may modify this amount as set forth below. Unless otherwisc specified by written amendment to this Agreement, CITY will pay this sum as specified in the attached Exhibit "A," which is incorporated by reference. MANK-1 KIM DKII &.1 D1 RAT 1540 591 A. CONSULTANT will perform services listed in the attached Exhibit "A," which is incorporated by reference. Agreement No. 4845 5. NON-APPROPRIATION OF FUNDS. Payments due and payable to CONSULTANT for current services are within the current budget and within an available, unexhausted and unencumbered appropriation • the CITY. In the event the CITY has not appropriated sufficient funds for payment of CONSULTANT services beyond the current fiscal year, this Agreement will cover only those costs incurred up to the conclusion of the current fiscal year. A. CITY's city manager ("Manager") may determine, at the Manager's sole discretion, that CONSULTANT must perform additional work ("Additional Work") to complete the Scope of Work. If Additional Work is needed, the Manager will give written authorization to CONSULTANT to perform such Additional Work. B, If CONSULTANT believes Additional Work is needed to complete the Scope of Work, CONSULTANT will provide the Manager with written notification that contains a specific description of the proposed Additional Work, reasons for such Additional Work, and a detailed proposal regarding cost. C, Payments over $10,000 for Additional Work must be approved by CITY's city council. All Additional Work will be subject to all other terms and provisions of this Agreement. r,,U3E3UHU1 wtllff� Carefully investigated and considered the scope • services to be performed; !; i. Carefully considered how the services should • performed; anI Understands the facilities, difficulties, and restrictions attending performance • the services under this Agreement. B. If services involve work upon any site, CONSULTANT agrees that CONSULTANT has • will investigate the site and is • will • fully acquainted with the conditions there existing, before commencing the services hereunder. 10a Agreement No. 4845 Should CONSULTANT discover any latent or unknown conditions that may materially affect the performance of the services, CONSULTANT will immediately inform CITY of such fact and will not proceed except at CONSULTANT's own risk until written instructions are received from CITY. 8. TERM. The term of this Agreement will • from April 2, 2015, to September 30, 2015. Unless otherwise determined by written amendment between the parties, this Agreement will terminate in the following instances: I 1111�1 M11111�,111111111111111111111 11111111111gi IjIq1j;j1I11I'p11 NO MM=i I 91MIN11 Insfrance as tequirea unaer Section 2 • this Agreement; and B, Should CONSULTANT begin work • any phase in advance of receiving written authorization to proceed, any such professional services are at CONSULTANT's own risk. in Agreement No. 4845 14. ITS AND LICENSES. CONSULTANT, at its sole expense, will obtain and maintain during the term of this Agreement, all necessary permits, licenses, and certificates that may be required in connection with the performance of services under this Agreement. A. Except as otherwise provided, CITY may terminate this Agreement at any time with or without cause. B. CONSULTANT may terminate this Agreement at any time with CITY's mutual consent. Notice will be in writing at least thirty (30) days before the effective termination date. E. Should the Agreement be terminated pursuant to this Section, CITY may procuri on its own terms services similar to those terminated. F. By executing this document, CONSULTANT waives any and all claims for damages that might otherwise arise from CITY's termination under this Section. 0 1 111 ULOIS-1101OLIJO I DICII . 0 I KI 111 Mij 0141 tV= 01 Ir-1 OV1011 I U TT M-. mwn-z oil 11112 Agreement No. 4845 =p*MTM',T7-pT7 • use • incomplete work product, is at CITY's own risk. [PRIODID10A B. For purposes of this section "CITY" includes CITY's officers, officials, employees, agents, representatives, and certified volunteers. C. It is expressly understood and agreed that the foregoing provisions will survive termination of this Agreement. D. The requirements as to the types and limits of insurance coverage to bs M Agreement No. 4845 maintained by CONSULTANT as required by Section 23, and any approval of said insurance by CITY, are not intended to and will not in any manner limit or qualify the liabilities and obligations otherwise assumed by CONSULTANT pursuant to this Agreement, including, without limitation, to the provisions concerning indemnification. 20. ASSIGNABILITY. This Agreement is for CONSULTANT's professional services. CONSULTANT's attempts to assign the benefits or burdens of this Agreement without CITY's written approval are prohibited and will be null and void. 21. INDEPENDENT CONTRACTOR. CITY and CONSULTANT agree that CONSULTANT will act as an independent contractor and will have control of all work and the manner in which is it performed. CONSULTANT will be free to contract for similar service to be performed for other employers while under contract with CITY. CONSULTANT is not an agent or employee of CITY and is not entitled to participate in any pension plan, insurance, bonus or similar benefits CITY provides for its employees. Any provision in this Agreement that may appear to give CITY the right to direct CONSULTANT as to the details of doing the work or to exercise a measure of control over the work means that CONSULTANT will follow the direction of the CITY as to end results of the work only. 22. AUDIT OF RECORDS. CONSULTANT will maintain full and accurate records with respect to all services and matters covered under this Agreement. CITY will have free access at all reasonable times to such records, and the right to examine and audit the same and to make transcript therefrom, and to inspect all program data, documents, proceedings and activities. CONSULTANT will retain such financial and program service records for at least three (3) years after termination or final payment under this Agreement. RTTff :s► A. Before commencing performance under this Agreement, and at all other times this Agreement is effective, CONSULTANT will procure and maintain the following types of insurance with coverage limits complying, at a minimum, with the limits set forth below: I ype:... f Inmost raa Commercial general liability: Professional Liability Business automobile liability Workers compensation Limits $1,000,000 $1,000,000 $1,000,000 Statutory requirement B. Commercial general liability insurance will meet or exceed the requirements of the most recent ISO -CGL Form. The amount of insurance set forth above will be Agreement No. 4845 D. Automobile coverage will be written on ISO Business Auto Coverage Form CA 00 01 06 92, including symbol I (Any Auto). E. CONSULTANT will furnish to CITY duly authenticated Certificates of Insurance evidencing maintenance of the insurance required under this Agreement and such other evidence • insurance • copies • policies as may be reasonably required by CITY from time to time. Insurance must be placed with insurers with a curreni A.M. Best Company Rating equivalent to at least a Rating of "A:VIU' F, Should CONSULTANT, for any reason, fail to obtain and maintain the insurance required by this Agreement, CITY may obtain such coverage al CONSULTANT's expense and deduct the cost of such insurance from payments due to CONSULTANT under this Agreement or terminate pursuant to Section 16. 24. USE OF SUBCONTRACTORS. CONSULTANT must obtain CITY's prior written approval to use any consultants while performing any portion of this Agreement. Such approval must approve of the proposed consultant and the terms of compensation. 25. INCIDENTAL TASKS. CONSULTANT will meet with CITY monthly to provide the status on the project, which will include a schedule update and a short narrative description of progress during the past month for each major task, a description of the work remaining and a description of the work to be done before the next schedule update. 26. NOTICES. All communications to either party by the other party will be deemed made when received by such party at its respective name and address as follows: IM It 7 toy � CO -1 S. L " F -ANT , r31%FW,,A17J Industry, CA 91746-3443 Attention: Lew Gluesing Agreement No. 4845 City • El Segundo Public Works Department 350 Main Street El Segundo, CA 90245-3813 Attention: Stephanie Katsouleas Any such written communications by mail will be conclusively deemed to have been received by the addressee upon deposit thereof in the United States Mail, postage prepaid and properly addressed as noted above. In all other instances, notices will be deemed given at the time • actual delivery. Changes may be made in the names • addresses • persons to whom notices are to be given by giving notice in the manner prescribed in this paragraph. lqjfaisleffnll�$ 0111wKy We alms El 29. THIRD PARTY BENEFICIARIES. This Agreement and every provision herein is generally for the exclusive benefit of CONSULTANT and CITY and not for the benefit of any other party. There will be no incidental or other beneficiaries of any of CONSULTANT's or CITY's obligations under this Agreement. 30. INTERPRETATION. This ' • • Agreement was drafted in, and will be construed in accordance with the laws f the State of California, and exclusive venue for any action involving this agreement will be in Los Angeles County. 31. COMPLIANCE WITH LAW. CONSULTANT agrees to comply with all federal, state, and local laws applicable to this Agreement. 32. ENTIRE AGREEMENT. This Agreement, and its Attachments, sets forth the entire understanding of the parties. There are no other understandings, terms or other agreements cxpressed • implied, oral or written. There are two (2) Attachments to this Agreement. This successors and assigns. Pq1tq M 11 or, t-1-Ma-P 11 Un-W17111 gym MIEV —In I- U, 10 Agreement No. 4845 la Agreement No. 4845 IN WITNESS WHEREOF the parties hereto have executed this contract the day and year first hereinabove written. CITY EL S � Greg'Itcr, City Ma, a get.. APPROVED AS J, MARK D I II° Ey" .� ka'l a H . erger, City Attorney -10- .. Ili ERI" G �Iq.,I.)r\N ENG ..........m I ................... l Gluesing, Director of Engineering Taxpayer ID No. Agreement No. 4845 Exhibit A Scope of Work for . . . . . . . . . . The Consultant will provide the following Work in accordance with the terms and conditions of the Agreement: 1�1;� 11�; I •I I 1�11 1, the final layout of the 2015 submittals, as mentioned above. los An,eles County Metropolitan Transportation Authority Metro 1111M Agreement No. 4845 *ne Gateway Plaza V.3.922.2000 Tell Los Angeles, CA 90012-2952 metro.net 14r#WT'—=xj# WIVUUMUR Highway Monitoring Contacts 50.11F. NUM This is to advise you that your agency is responsible for monitoring traffic levels of service (LOS) on the CMP Highway and Roadway System. Traffic counts must be completed by May 31, 2015, and reported to Metro by June 15, 2015. 141 0011! 1 014M41410"k1i Agreement No. 4845 II&jk Nlk lVill .e,. M Agreement No. 4845 9M Agreement No. 4845 V. Contact Metro if conditions prevent collecting representative count da 'I during the required period. Local agencies are encouraged to include coun at CMP stations within the scope of other ongoing studies (see Appendix Transportation Impact Analysis Guidelines, 2010 CMP). 2. If commute-period parking prohibition, turn restrictions, or other peak period operational controls are used to increase traffic capacity, the hours and days of the restrictions must be indicated. 11111FIF1110[iiiiiii! wm�� 1. The CMP for Los Angeles County requires use of the Intersection Capacity Utilization (ICU) method to calculate volume-to-capacity (V/C) ratios and levels of service (LOS). The parameters include: Capacity: 1,600 vehicles per lane per hour for all through and turn lane�! 2,880 vehicles per dual turn (combined) lane per hour 1 M Agreement No. 4845 2. Adjustments for exclusive and optional turn lanes, right turns on red, and other factors are left to the discretion of local agencies to reflect observed operations; however, these adjustments must be applied consistently each year. Please use the attached Sample Highway Monitoring Report as a guide for the preferred format for ICU calculation submissions. Levels of service must be assigned based on overall intersection V/C ratios, as follows: V/C Ratio LOS 0.00-0.60 A 0.61-0.70 B 0.71-0.80 C 0.81-0.90 D 0.91-1.00 E > 1.00 F 4. Agencies computing intersection LOS using the Circular 212 (Critical Movement Analysis) method may report calculations using the following conversion: A LYSIMIAUMI it' -',I 10 UW% 16 19 0V • of Intersection V/C should be calculated by dividing the Sum of Critical Volumes by 1,600, and adding 0.10, �� I 111!�i 111111111plijill pqpi�pgipi� ism= 5. Agencies who prefer to use HCS or other Highway Capacity Manual software packages may submit output, modified to reflect the following sequence of calculations (or equivalent): Input Worksheet: Counted peak hour volumes should be entered. Set all peak hour factors (PHF) equal to 1.00. Volume Adjustment Worksheet: Lane Utilization Factors (Column 9: U) must • set to equal 1.00. Saturation Flow Adjustment Worksheet: For each lane group, set the Adjusted Saturation Flow Rates (Column 13: s) equal to 1,600 times the number • lanes, • 2,880 for dual left turn lanes. Agreement No. 4845 Capacity Analysis Worksheet: Sum Critical Flow Ratios (Column divide by 1,600 and add 0.10, Intersection LOS should be determined using the V/C Ratio/LOS table in Number 3 above. Compare the two AM period volume-to-capacity (V/C) ratios. Do the same for the PM fata. The V/C computations by peak period resulting from the two days • traffic counts should not vary more than 0.08. Please note the following: Report the average V/C ratio by peak period for the two days of counts if the variation in V/C is less than 0.08, and the average V/C ratio is less than or equal • 0.90 Em Agreement No. 4845 Exhibit I CMP ARTERIAL MONITORING STATION LOCATION AND RESPONSIBLE AGENCIES I M Alhambra + Fremont Av Artesia BI Bellflower akewood BI Rosecrans Ay NUM 1110*.111��Ew M-8 FURA Wilshire ■ Bev-e" r-l-y 1-1—ills Wilshire BI ffa'r , s on ------- ----- -------- - St Arrow Hwy Indian Hill ■ . ......... . . . k Indian Hill BI Collelze Wy Williams Av Foothill BI Indian Hill BI Alameda St . ........... . ............ ............ . Compton BI Alameda St Rte 91 EB Ramps -- ............ Azusa Av Venice BI Overland Av D N m • In .III Bar Grand Av Diamond Bar BI Firestone 131 ivers chool Rd Lakewood BI Firestone BI Rosemead BI Te le I g I r I a I Dh "I R I d 11 Sepulveda do BI Gardena Artesia BI Hermosa Beach + Pacific Coast Hwy IN �Wix Huntington Alameda St Slauson Av •r• Mam �hster Av Crenshaw BI . . ......... .. . ......... In-alewood Manchester Av La Brea Av Angeles Crest Hwy 5-1 1 1 La Mirada Imperial Hwy La Mirada BI La Puente Azusa Av - I La Verne Arrow Hwy E St + Base Line Rd I INU74"IT 10 11 1.1 Foothill anuen Av Alamitos BI • -[—ak�-w­o`oj-EI Carson-St ------------------ akewo.o.dB.1 ......... ...... 7th St 16 ..... .. .. .. • Adamits Av acific Coast Hwy Santa Fe Av —�'—Westminister acific Coast Hwy Av M Agreement No. 4845 ♦ . - - I o 0 9 1 1 IORTMILVIFIV911 M.— sm cib8g�streetl� g Beach oa ci ic Cst H WY Xieno v m A + Seventh St v . . ...... Seventh St ------------ i L Alaine�S't Alvarado St Gaffey St ----------- La Cienega BI f. + Lincoln BI i Manchester l.: Los AngeleCi�y - ------------------ . ... . .............. os Angeles City Venice BI 0 Manchester Av Avalon BI Manchester Av Sepulveda BI Manchester Av Nermont Av Alameda St Coast Hwy - ------ rIgUt!fUd DI Pacific Coast Hwy Sunset BI Santa Monica BI Bundy Dr + anta Monica B . ......... . Highland Av ... . .............. . Santa Monica BI . . ....... .. ... Western Av Santa Monica BI Westwood BI WORK Topanga Cyn BI . . . . . . . ... . .......... . Devonshire St Topanga Cyn BI Roscoe BI Topanga Cyn BI MOV I 6.7"_ +.Topanga p Ventura BI yn BI Venice BI Centinela BI Venice BI Ventura BI Balboa BI a . . . . ...... . IA . .... Larikershim BI Ventura BI Laurel Cyn BI Reseda BI Winnetka Av . . ............ Woodman Av Balboa BI Vi Victory BI Sepulveda BI Mi Winnetka Av M, " . ...... . ..... ­_ sm 5 .8 1 1 T1,70007110M 84 Los Angeles City 5 Los Angeles City 86 ­7 Los Angeles City .i7 —Los Angeles City Angeles City 89 _Los Los Angeles City 9�6 Los A­n ie le—s -C, o-u,"-n,,- 91 Los Angeles Coun Los Angeles Coun 93 Los Angeles Coun Los Angeles Coun ­­Los Angeles Coun Los Angeles Coun 97 Los Angeles Coun 98 Los Angeles Coun 99 Los Angeles Coun �OO -Los Angeles _, Coun '161 ­- — E o" s' Angeles Coun 102 Los Angeles Coun 103 Los Angeles Coun 104 Los Angeles Coun 105 Lynwood mmmITITITITIT 106 Malibu 107 Malibu 108 Malibu Malibu 110 Manhattan Beach . .............. 'ff, .... . . —. ..... Montebello 112 Montebello 113 Norwalk 114 k .......... . .... . ... 115 '—P—almdale ...... . ............ 11_6 Palmdale f 11_8 Palmdale -fl 9 Pasadena 12_0Ta sa—dena- f2 121 "" — — — Pasadena 122 '". ...... . .... IT1 'co Rivera 123 Pico Rivera 1�4 Pomona 125 Pomona 126 Pomona 12__ _P_Omo Western Av ilshire BI "Vil: hire4 Wilshire BI Wilshire B_1_,____ Wilshire BI Aven_ ue ................ - - ___ - - - - D + Azusa Av • Colima Rd Henry Mayo Dr Imperial Hwy . .......... La Cienega BI i�aric_aster'RJC_-___­- • Pacific Coast Hwy Te_arblossom Hwy lossom Hwy + Pear ' e �,s, m e a, --- _. ......... d_ B1 K _ .. __ . ..... . ..... Rosemead BI Sierra Hwy Sierra­ Hwy - ----- Whittier BI + Alameda .St Pacific Coast Hwy Pacific Coast Hwy Pacific Coast Hwy Pacific Coast H�w Sepulveda BI Whittier Bl 0 =__ 11 M81110 - I - •41 , 1 ICI Fort TejONon Rd Palmdale BI Palmdale BI III sum Arroyo Pkwy Rosemead BI + Rosemead BI Arrow Hwy Om Agreement No. 4845 ICross Street St Beverly Glen BI La Brea Av Sepulveda Bl Western Av 6011, St West Colima Rd Hacienda BI Chiquito Cyn Rd Carmenita Rd Stocker St_ 300th St West Topanga Cyn BI 82nd St East Antelope Hwy Huntington Dr San Gabriel BI Rte 14 (Red Rover Sand Cyn Rdmm Atlantic Av Imperial Hwymmmm Decker Rd Kanan Dune Rd Las Flores Cvn Rd Rosecrans Av Garfield Av Montebello BI Imperial Hwy Norwalk Bl Pearlblossorn H 301h St East Sierra Hwy Avenue S OR Whittier E Garey Av ............. — Garey A Mission — --B Garev Av ff. Agreement No. 4845 9M cmpl Western Av Toscanini Dr Redondo Beach --- 1-1 — -- — - - ----------------------- WAIUMN - - Pacific Coast Hwy orrance B Rosemead Rosemead BI . .... . San Dimas Arrow Hwy San Dimas Av Santa Clarita Magic Mtn Pkwy ,�Lalencia BI .......... . Santa Clarita San Fernando Rd Lyons Av Santa Clarita nan7o—M Sierra Hwy ja m oo . . . . .................. . . Santa Monica Lincoln BI Pico BI Santa Monica B Clf BI I Santa Monica a" -n- t-a - -M • —ic a B"I ---------------- - - - - ------- . . . . ....... Wilshire Bl .. . ..... ........... . . . ............. U 11.110 gqnvj Rosemead BI Gar vey Av ................. South Gate f+--ia`m X eda St Firestne BI o Firestone BI Fremont Av Rosemead BI Las Tunas Dr ..... ........... Crenshaw 131 i��e�Lia BI HaVAhorne Bl ............. . Hawthorne BI ........................................ Sepulveda BI Pacific Coast Hwy . ..................... . ..... TL R i. thorne BI Torrance Pacific Coast Hwy Palos Verdes BI Torrance Western Av 1901h St Torrance WesteI • St— Torrance B I West Covina . ............................. . .... . ..................... ....LSepu[veda R f .. . ....... ameron Av ...................... . . . . . . .... ta Monica BI WOMB : fol 0•r f•r onica BI 1131 -La"CieryTad Colima Rd MOM Painter Av * Intersection of two CMP arterials * No longer CMP artenial/no longer exists, 9M Agreement No. 4845 Exhibit 2 SAMPLE HIGHWAY MONITORING REPORT Agreement No. 4845 im MUM Robert Cdlix CMP Manager Los Angeles County Metropolitan Transportation Authority One Gateway Plaza MS 99-23-2 Los Angeles, CA 90012-2952 collected in acco dan�e with the requirements of the Congestion Management Program. The enclosed Level of Service calculations are summarized as follow: 03-12-15 5:00-6:00 PM 1,046 F 03-19-15 4:45-5:45 PM 1.069 F PM Peak Hour Average 1.058 F Please contact Mr. John Smith, our City Traffic Engineer, at (213) 555-1234 if you Iave any questions, gm= Lynn Jones lAkkitor.11f, N =-. Agreement No. 4845 INTERSEcriON LAYOUT Intersection: First Street & Second Avenue Date: 03-12-15 . . ...... . Drawn By: js . ...... .. ......... . . First Street Second Avenue - ----------------- KE—Y. 1. ............. Lane functions as separate turn lane though not striped 2. NP 'Y' am - "Y" Pal No Parking Uri® specific hours (Mon. through Fri.) OM Agreement No. 4845 Guidelines for Preparing CMP Highway Monitoring Reports AGENCY: City of Prosperity N/S STREET: First Street 344 19 53 346 22 DATE: 206 03/12115 ticst .- STREET .. . ....... . ---- Second Avenue 37 1330 16:15 44 377 DAY OF WEEK: Thursday COUNTED BY: RVAS 184 12 78 147 73 1409 I HME OP DAY: ---------- 7:b­6­-­­9 :0 0 AM WEATHER: "' _ 64 -Clear 14 34 179 8 122 151 62 1395 16:45 4:00 - 6:00 PM Period 18 Northbound Southbound Eastbound Westbound Begin LT THRU RT LT THRU RT LT THRU RT LT THRU RT TOTAL 7:00 8 211 26 31 199 0 19 110 9 49 40 17 719 7:15 12 270 46 41 255 6 17 121 15 65 64 30 942 7:30 17 273 24 39 274 4 21 149 10 79 71 57 1018 7:45 16 336 16 62 298 15 47 189 9 131 122 59 1300 8:00 23 365 20 55 241 6 28 157 20 95 116 66 1192 8:15 31 368 33 76 269 12 40 193 13 85 102 53 1275 8:30 35 364 23 45 256 8 33 221 15 69 103 54 1226 8:45 28 340 30 47 266 11 25 163 18 78 108 56 1170 Pk. Hour _i0_51433 92 238 1064 41 148 760 57 380 443 232 49_93' Peak Hour: 7:45 to 8:45 AM 5M Northbound Eastbound FMITM LT T'V.RU RT WIIWV;I*,41M%'4 � LT THRU RT 16:00 53 344 19 53 346 22 44 206 6 82 118 37 1330 16:15 44 377 27 44 365 15 43 184 12 78 147 73 1409 16:30 64 329 29 64 339 14 34 179 8 122 151 62 1395 16:45 61 348 18 61 341 17 29 173 9 101 180 74 1412 17:00 74 355 20 74 369 15 26 189 19 110 163 44 1458 17:15 42 399 21 42 372 9 28 199 13 129 187 59 1500 17:30 61 375 24 61 367 9 49 155 15 117 162 70 1465 17:45 1 74 342 33 74 363 21 41 152 13 140 180 40 1473 Pk_ Hour 1 251 1471 98 1251 1471 54 -- i 44 695 GO 49GwW.692 mm�n213m Peak Hour: 17:00 to 18:00 Page 13 Agreement No. 4845 Guidelines for Preparing CMP Highway Monitoring Reports AGEN.......... - -d—t ........ r ........ .. ...mm.,,,,�,,,,,,,�,,,eir -i -iy CY: City of Prosperity N/S STREET: First Street 361 20 55 360 23 46 DATE 6 03/19/15 E/W STREET: Second Avenue. 1371 16:15 46 396 28 DAY OF WEEK Thursday .1 COUNTED BY: RT /AS 193 13 75 141 70 1449 TIME OF DAY 7:00 - 9:00 AM WEATHER: Clear 353 15 36 188 8 117 145 60 1401 4:00 6.00 PM Period 385 Southbound Eastbound Westbound _Northbound Begin LT THRU RT LT THRU RT LT THRU RT LT THRU RT TOTAL 7:00 8 205 25 29 189 0 18 107 9 48 39 16 693 7:15 12 262 43 39 242 6 16 117 15 63 62 29 906 7:30 16 265 23 37 260 4 20 145 10 77 69 55 981 7:45 16 326 16 59 253 14 46 153 9 87 98 57 1134 8:00 22 354 19 52 229 6 27 152 19 92 113 64 1149 8:15 30 357 32 72 256 11 39 187 13 82 99 51 1229 8:30 34 353 22 43 243 8 32 214 15 67 100 52 1183 8:45 27 330 29 45 253 10 24 158 17 76 105 54 1128 ...................._..� Pk. Hour 102 1390 89 226 981 39 144 706 56 328 .�. 410 224 _.._� 4695 Peak Hour. 7:45 to 8:45 AM Northbound _Eastbound Westbound LT TH' RT LT THRU RT LT THRU RT I LT THRU RT I TOTAL 16 :00 56 361 20 55 360 23 46 216 6 79 113 36 1371 16:15 46 396 28 46 380 16 45 193 13 75 141 70 1449 16:30 67 345 30 37 353 15 36 188 8 117 145 60 1401 16:45 64 385 19 63 375 18 30 192 9 97 193 71 1516 17:00 78 373 21 77 384 16 27 198 20 106 156 42 1498 17:15 44 419 22 44 387 9 29 209 14 124 180 57 1538 17:30 64 394 25 63 382 9 51 163 16 112 156 67 1502 17:45 78 359 35 77 378 22 43 160 14 134 173 38 1511 c Hour 1250 1571 . 87 247 1528 52 .. 137 . ....... 762 __.. 59 439 685 237 6054 ak Hour. 16:45 to 17:45 Page 14 Agreement No. 4845 s=1 �*El &W WS 10 k ta-MUO-Ird It A I I MTN d IQ 0 W w 14 *1 Number o f Movement Volume Lanes NB Left NB Thru 1433 2 NB R4�._ 92J 1 SB Left 238 1064. 2 SB Right 41 1 . . . ........... . . EB Left 148 1 EB —Thru - - - - - ------------- ---------- - - -- - - - 760 3 EB Right 57 0 . W . B Left WB Thru 443 W-B-R—igh—t 232 1 Sum of Critical V/C Ratios Adjustment for Lost Time Intersection Capacity Utilization (ICU) Level of'Service (LOS) - Refer to table below Not pill pill NMI M12 ME ff-M, Critical V/C Ratio 0.066 .................. 0.448 -+— -- - -_ _ - - -. 0.058 .......... 0.149 0.333 0.026 0.093 0.170 4— M] 0.61-0.70 0.71-0-80 0.81-0.90 0.91-1.00 > 1.00 Agreement No. 4845 V/C LOS RanRe /\ 0.00'0.60 B 0.6I'0.70 c 0.71-0.80 D 0.81 -0.90 B 0.91 -1.00 F > 1.00 Agreement No. 4845 14 M a E � �-, = MI&WIRS1, 19:11*4*41 . Number of ...... ........ Critical Movement Volume Lanes Capacitv V/C Ratio V/C Total NB Left 251 1 1600 0. 15 7' NB Thru 1471 2� . ............................................ 3200, . . . . . . . . . 0.460 NB Right 98 ........... 1 1600 0.061 '�-6"—Left,-- . . ............. 2 5,1 .. .. .. -16-00 15 7 . ...... . . ................. . .. --- -" SB Thru ­­­ . ..... 14-71 2 —3 2 CO -0'-. 4"'6" O"T .. ........ SB Right 98 1 . . ......... . .... 1600 ...... . ........... — i.— 0.0611 EB Left 144� .......... 1 1600 0.090� 6951 . ...................... 3 4800 0.1571 EB Ri��ti 60 0 0 ... WB Left 496 2 2880 ........ .... 0.172 'WB Thru 692 2 3200 .216 WB Right ... ..... 21� . . . . 1 . ..................... . . . . 0.1 3 31 Surn of Critical V C Ratios 0. 9�4 6 . . . . . .............. ...... ........ A(I—11-11,11, i(JF tistnient for Lost Time 0.100 Intersectj Ln�_C�ajLac�y-Y��C!A--- 1,046 Level of ServiceJ,LOSI...-, Refer to table below . ........... F1 V/C Notes: LOS Range A 0.00-0.60 1. Per lane Capacity = 1,600 VPH . . .. ............. . .. . . . . ............ B 0.61-0.70 2. Dual turn lane Capacity = 2,880 VPH C 0.71-0.80 D 0.81-0.90 E 0.91-1.00 F > 1.00 Agreement No. 4845 . 1 41 4 , off 02 Il�il.�� �IIS� 1 1 ! 0 LOS B C D E F M] 0.61-0.70 0.71-0.80 0.81-0.90 0.91-1.00 > 1.00 Number of Movement Volume Lanes N Left . . . . ....................... 250 1 NB 1571 2 NB Ri it . .......... 87 ............ . .... ................................ S Left 247 1 —Thr-u 1528 -- 2� SB Right 52 1 E B Left 137 1 E_B —Th ru" .762... . .................... . .. 3 EB Right 59 0 WB Left 439 2 685 2 WB . R �Fgh --t 237 Sum of Critical V/C Ratios-, Adjustment for Lost Time Intersection Capacity Utilization (ICU) Level of Service (LOSI - Refer to iiRe_�Jo_ 02 Il�il.�� �IIS� 1 1 ! 0 LOS B C D E F M] 0.61-0.70 0.71-0.80 0.81-0.90 0.91-1.00 > 1.00 Agreement No. 4845 0 $ OEM, TITO� I: i W-11 0 1 ,I's alp] 1*14 ky, Agreement No. 4845 IWHA�$ r fff"—Uya MO, Date: --- Drawn By: CMP Monitoring Station No.: Agreement No. 4845 d a am 0.7.911 M V.- I 79M Fly Wolof 0=1111 M.-ty ON =low I 16:00 16:15 16:30 16:45 17:00 17:15 17:30 17:4.5 O-Ml Agreement No. 4845 Intersection: Count Date: Peak Hour: Analyst: ............... . . Agency: CMP Monitoring Stats.. ation M 0-M, V/C Notes: LOS Range A 0.00-0.60 1. Per lane Capacity = 1,600 VPH B 0.61-0.70 2. Dual turn lane Capacity = 2,880 VPH C 0.71-0.80 D 0,81 - 0*10 E 0.91-1.00 F > 1.00 0-M, Agreement No. 4845 11 1:11111 111111v LN' ka SECTION CAPACFFY Lf"FILIZA(ON WORKSFIEE-r aT--Bff.M Analyst: Agency. OM Agreement No. 4845 Guidelines for Preparing CMP Highway Monitoring Reports UM Agreement No. 4845 Guidelines for Preparing C.MP Highway Monitonng Reports MM Agreement No. 4845 Ml. � C an LOS Range 0.71 - UO I.; Agreement No. 4845 Guidelines for Preparing CMP Highway Monitoring Reports Om Agreement No. 4845 Exhibit A-3 2013 Example of CMP Transmittal FIT07 ff W, I am Stacy Alameida CMP Manager Los Angeles County Metropolitan Transportation Authority One Gateway Plaza - M/S 99-23-2 Los Angeles, CA 90012-2952 4 ATN"rMpr7j", accordance with the requirements of the Congestion Management Program. The enclosed Level of Service calculations are summarized as follows: Intersection Date Peak our V/C Ratio LOS Sepulveda Boulevard & 04-09-13 7:45-8:45 AM 0.910 E El Segundo Boulevard 04-16-13 8:00-9:00 AM U18 E AM Peak Hour Average 0.914 E 04-09-13 4:30-5:30 PM 0.935 E 04-16-13 4:45-5:45 PM 0.929 E PM Peak Hour Average 0.932 E vim, lw�1111 I am= N 0 ' MMEMEE. �� Ion M- 0=10 3, 1 # I F---nclosure