The URL can be used to link to this page

Home My WebLink About2015-07-13 Applicant's supplemental traffic informationMAS E R C P N N N L i I N N P. N. To: Engineers Planners Surveyors Landscape Architects Environmental Scientists MEMORANDU Mr. William S. Null, Cuddy & Feder LLP Copy: Mayor Paul S. Rosenberg Village of Mt. Kisco Planning Board Michael A. Galante, Executive Vice President From: John T. Collins, Ph. D., P.E. Ronald P. Rieman, Assistant Project Manager Date: July 13, 2015 Re: Sun Homes at Reckson Executive Park Rye Brook, Westchester County, New York MC Proiect No. 14001622A 11 Bradhurst Avenue Hawthorne, NY 10532 T: 914.347.7500 F: 914.347.7266 www.moserconsulting.com Although the Frederick P. Clark Associates, Inc. Memorandum dated June 16, 2015 and our June 23, 2015 Memorandum indicated that the additional Sun Homes at Reckson Executive Park residential development (I 10 homes) would not result in a significant increase in delay along King Street north of International Drive and south of Anderson Hill Road, the Village Board requested at the June 23r6 Public Hearing a traffic evaluation be undertaken at the following intersections. • King Street and Sherwood Avenue /Atria Driveway • King Street and N. Ridge Street /Hutchinson River Pkwy /Merritt Pkwy SB On/Off Ramps • King Street /Blind Brook Middle - High School /Glenville Road Since the Schools in the area were not in session or on a reduced schedule, we have undertaken the following steps to address the Village Board's request 1. Existing Conditions (Figure No. 2) a. King Street and Sherwood Avenue /Atria In order to evaluate traffic conditions when school was in session, 2012 turning movements at Sherwood Avenue and the Atria Driveway from the Frederick P. Clark — Brunswick School Traffic Impact Study were utilized with the King Street through movements balanced with the 2014 traffic volumes at the King Street /International Drive intersection. The resulting 2014 existing Traffic Volumes are shown on Figure No. 1. Customer Loyalty through Client Satisfaction rr MAS E R C e N f u L T I N e P. A. Village of Rye Brook Planning Board July 13, 2015 Page 2 of 3 b. I .ingStreet aml N. IZidg„e Street /I-Illtc}1117soi] River Pkwy /Merritt Pkwy SB On/Off Ramps The King Street and N. Ridge Street /Hutchinson River Parkway /Merritt Parkway SB On/Off Ramp intersection was previously counted in 2013 for the PM Hour for the Reckson Sports Amenity TIS. The Reckson Sports Amenity TIS did not analyze AM Conditions. In order to evaluate the AM Peak Hour, traffic counts were conducted at this intersection on Tuesday, June 30, 2015. Since Schools were not in session, the King Street /Anderson Hill Road intersection was recounted and compared to the 2014 traffic volumes when school was in session to adjust for school traffic. Based on this comparison, the AM Hour traffic count was increased by 30% to reflect conditions when the area Schools were in session. A copy of this data is contained in Appendix E. The resulting 2014 Existing Traffic Volumes for this intersection are also shown on Figure No. 1. c. King Street /Blind Brook Middle - Hiah School /Glenville Road Since no previous traffic counts were conducted at this intersection and School was not in session traffic counts were not conducted at this location. However as previously noted in the June 16, 2015 FPC and in our June 23, 2015 Memos, the Project would result in smaller volumes south of the Parkway Interchange and would not result in a significant increase in delay. 2. Future Conditions (Figures No. 3A— 21A) The Existing Traffic Volumes discussed above and shown on Figure No. 2 were projected to develop the Year 2019 No -Build Conditions (which reflects the adjusted higher and conservative ITE Office rates for the existing 540,000 s.f. Office building as well as traffic for The Enclave and the PepsiCo Master Plan), Year 2019 Build with the Approved Office — 280,000 s.f. Condition and Year 2019 Build with Proposed Residential - 110 homes Condition following the approved methodology contained in our April 15, 2015 Traffic Evaluation. Results of Anal�(Table No. IA) a. King Street and Sherwood Avenue /Atria As shown on Figures No. 18A and 19A, north of International Drive, the proposed Sun Homes at Reckson Executive Park residential development (I 10 homes) is estimated to generate 26 vehicle trips during the weekday morning hour and 35 vehicle trips during the weekday afternoon hour. This would equate to an increase of 1.3% and 2.1 %, respectively and would not result in a significant increase in delay at the King Street /Sherwood Avenue /Atria intersection. A copy of the LOS analysis is summarized V, MAS E R C N N A N L T I N C P. A. Village of Rye Brook Planning Board July 13, 2015 Page 3 of 3 on Table No. 1 A (Appendix B). It should be noted that the Levels of Service for vehicles exiting Sherwood Avenue is at or above capacity. This can be improved by the installation of a traffic signal, however due to the low volumes on Sherwood Avenue, traffic signal warrants are not met. b. King, Street and N. Ridge Street/ Hutchinson River Pkwy/Merritt I"kwy SB On/Off Ramps As shown on Figures No. 18A and 19A, the proposed Sun Homes at Reckson Executive Park residential development (110 homes) is estimated to generate 52 vehicle trips during the weekday morning hour and 69 vehicle trips during the weekday afternoon hour. This would equate to an increase of 2.3% and 3.0 %, and would not result in a significant increase in delay at the King Street/N. Ridge Street /Hutchinson River Parkway /Merritt Parkway SB On/Off Ramp intersection. A copy of the LOS analysis is summarized on Table No. 1 A (Appendix B). It should be noted that the Levels of Service for left turn vehicles exiting N. Ridge Street is above capacity. This can be improved by the installation of a traffic signal, however due to the low volume of traffic making this left turn traffic signal warrants are not met. c. King Street /Blind Brook Middle School /High School /Glenville Road As shown on Figures No. 18A and 19A, the proposed Sun Homes at Reckson Executive Park development (110 homes) is estimated to generate 35 vehicle trips during the weekday morning hour and 46 vehicle trips during the weekday afternoon hour south of the Interchange Ramps which would equate to an increase of 1.7% and 2.3 %, respectively and would not result in a significant increase in delay along King Street south of the Interchange and at the King Street /Blind Brook Middle - High School /Glenville intersection. As with the two previous intersections, the installation of a traffic signal would not meet the eight hour warrant requirement. Summary and Conclusion As previously noted and outlined above, the additional Sun Homes at Reckson Executive Park residential development (I 10 homes) would not result in a significant increase in delay along King Street north of International Drive and South of Anderson Hill Road. In addition the Proposed Residential Development (110 Homes) would result in significantly fewer vehicles when compared to the approved Reckson Executive Park (R.E.P.) Phase III office building (280,000 s.f.). r: \projects \2014 \14001622a - residential \reports \traffic \word \150713_response_memo.docx 1 '4 fiv - MASER C O N I I l 1 1 N i F. 1. Traffic Impact Study Sun Homes at Reckson Executive Park MC Project No.: 14001622A Appendix S UN HOMES A T RECKSON EXECUTI VE PARK APPENDIX A FIGURES ATRIA KING STREET (ROUTE 120A) KING STREET (ROUTE 120A) KING STREET (ROUTE 120A) SHERWOOD AVENUE 4&�MASM. CsnsW'11ng, llsmicpol & E"a mthtol Enq leers Plmntrx tondscrge Nchtlosls Slate of N.r. Gastilcnle of tulllo aalioe° (fpp0172 New Jersev New York Pennsylvania Virginia Customer Loyalty through Client satisfaction KING STREET (ROUTE 120A) NOTE: LINE DIAGRAM NOT TO SCALE SUN HOMES @ RECKSON EXECUTIVE PARK WESTCHESTER OFFICE RYE BROOK. NEW YORK O 11 Brodhurst Avenue Hawthorne, NY 10532 Phone: 914. 347.7500 JOB NUMBER: DATE: Fax: 914.347.7266 ADDITIONAL INTERSECTIONS 14001622A 1 7/08/2015 email: solutions 0 moserconsulting.com IFICHRIF NtIMRFR- 1A ATRIA KING STREET (ROUTE 120A) KING STREET (ROUTE 120A) KING STREET (ROUTE 120A) SHERWOOD AVENUE 1/ N 1 1 l T I X 1 t. A. t61rsut4 W-nkiO & Enwitanrrvmtol Enggineers Pkxeers "Srx�1ccyyaysss• LAmflsa9e ks4ilects State cl KY. Ce h'fltoll of 4ftrlenlica: 0000172 New Jersev New York Pennsylvania Virginia Customer Loyalty through Client Satisfaction KING STREET (ROUTE 120A) NOTE: LINE DIAGRAM NOT TO SCALE SUN HOMES @ RECKSON EXECUTIVE PARK WESTCHESTER OFFICE RYE BROOK, NEW YORK 11 Brodhurst Avenue Hawthorne, NY 10532 Phone: 914.347.7500 YEAR 2014 EXISTING TRAFFIC VOLUMES JOB NUMBER: DATE: Fax: 914.347.7266 WEEKDAY PEAK AM HIGHWAY HOUR 14001622A 1 7/08/201: email: solutions @maserconsulting.com IFICURE NUMBER- 2A ATRIA KING STREET (ROUTE 120A) KING STREET (ROUTE 120A) KING STREET (ROUTE 120A) SHERWOOD AVENUE 1WMASM T a +e rr r r l w rr.�z. Corwlling. AluntO 4 EnAtopmentol Engineers Plmuters • 5urre��cor tmdscope Architects Stole of N.Y. CtrGl`iwtc of Authorization: 0000172 NewJersev New York Pennsylvania Virginia Customer Loyalty Through Client Satisfaction KING STREET (ROUTE 120A) NOTE: LINE DIAGRAM NOT TO SCALE SUN HOMES @ RECKSON EXECUTIVE PARK WESTCHESTER OFFICE RYE BROOK, NEW YORK O 11 Bradhurst Avenue Hawthorne, NY 10532 Phone: 914.347.7500 YEAR 2014 EXISTING TRAFFIC VOLUMES JOB NUMBER: pATE: Fax: 914.347.7266 WEEKDAY PEAK PM HIGHWAY HOUR 14001622A 1 7/08/2015 email: solutions @ moserconsulting.com FIGURE NLJnAH F2 3A ATRIA KING STREET (ROUTE 120A) KING STREET (ROUTE 120A) KING STREET (ROUTE 120A) SHERWOOD AVENUE 'M r r•rrtxi�� r. �. Nona rs ptmiclpd & F�LWanmehtd Fni eds Plmners • Sw��ors' Lgnduapa Frch� eats Skate of Kyl C'lifcale of AulAoruollm: 0000132 New Jersev New York Pennsylvania Virginia Customer Loyalty through Client satisfaction KING STREET (ROUTE 120A) NOTE: LINE DIAGRAM NOT TO SCALE SUN HOMES @ RECKSON EXECUTIVE PARK WESTCHESTER OFFICE RYE BROOK, NEW YORK O 11 Bradhurst Avenue Hawthorne, NY 10532 Phone: 914.347.7500 YEAR 2019 PROJECTED TRAFFIC VOLUMES JOB NUMBER: DATE: Fax: 914.347.7266 WEEKDAY PEAK AM HIGHWAY HOUR 14001622A 1 7/08/2015 email: solutions @ maserconsulting.com FIGURE NUMBER: 4A ATRIA KING STREET (ROUTE 120A) KING STREET (ROUTE 120A) KING STREET (ROUTE 120A) SHERWOOD AVENUE lwmmm V r A I 1 e L T I n l 1.A. Consulting, Municipal k Environmental En ineers Planners • Surveyors • Landscape Architects State of N.Y. Certificate of Authorization: 0000172 New Jersey New York Pennsylvania Virginia Customer Loyalty through Client Satisfaction KING STREET (ROUTE 120A) NOTE: LINE DIAGRAM NOT TO SCALE SUN HOMES @ RECKSON EXECUTIVE PARK WESTCHESTER OFFICE RYE BROOK, NEW YORK O 11 Bradhurst Avenue Hawthorne, NY 10532 Phone: 914.347.7500 YEAR 2019 PROJECTED TRAFFIC VOLUMES JOB NUMBER: DATE: Fax: 914.347.7266 WEEKDAY PEAK PM HIGHWAY HOUR 14001622A 1 7/08/2015 email: solutions @moserconsulting.com FIMOF MllXAace- 5A FAIN _I KING STREET (ROUTE 120A) KING STREET (ROUTE 120A) KING STREET (ROUTE 120A) SHERWOOD AVENUE pp a— E 1® E I L S I M E 1. A, ow%illilg. Yunko k bikenmrntol E ears Planners • Su�e�v�ts ` Londuope Msin�etis Stole of N.Y. Certi�xale of Mdhat :char OIX1 i New Jersev New York Pennsylvania Virginia Customer Loyalty through Client Satisfaction KING STREET (ROUTE 120A) NOTE: LINE DIAGRAM NOT TO SCALE SUN HOMES @ RECKSON EXECUTIVE PARK WESTCHESTER OFFICE RYE BROOK, NEW YORK O 11 Brodhurst Avenue Hawthorne, NY 10532 OTHER DEVELOPMENT TRAFFIC VOLUMES Phone: 914.347.7500 WEEKDAY PEAK AM HIGHWAY HOUR JOB NUMBER: iDATE: Fax: 914.347.7266 (THE ENCLAVE / PEPSICO MASTER PLAN) 14001622A 7/09/2015 email: solutions @maserconsulting.com FIGURE NUMBERr 6A ATRIA KING STREET (ROUTE 120A) KING STREET (ROUTE 120A) KING STREET (ROUTE 120A) SHERWOOD AVENUE cm5di vg, I(W*Vd €nwonmental Eng9ineers Plm"tfs • 5[uw�vrs • Londsacc Architects Stele al N.Y. Certi5. of Aulhcruatiw-: 0000172 New Jersey New York Pennsylvania Virginia Customer Loyalty through Client satisfaction KING STREET (ROUTE 120A) NOTE: LINE DIAGRAM NOTTO SCALE SUN HOMES @ RECKSON EXECUTIVE PARK WESTCHESTER OFFICE RYE BROOK, NEW YORK O 11 Bradhurst Avenue Hawthorne, NY 10532 OTHER DEVELOPMENT TRAFFIC VOLUMES Phone: 914.347.7500 JOB NUMBER: DATE: Fax: 914.347.7266 WEEKDAY PEAK PM HIGHWAY HOUR email: solutions @ moserconsultin .com (THE ENCLAVE / PEPSICO MASTER PLAN) t4001622A 7 /D8 /2Dt5 9 1- lrtltaF NIIRAGi =Ft• 7A ATRIA KING STREET (ROUTE 120A) KING STREET (ROUTE 120A) KING STREET (ROUTE 120A) 00 �rM ONO 0 KING STREET SHERWOOD AVENUE % - ARRIVAL [ % ] - DEPARTURE (ROUTE 120A) NOTE: LINE DIAGRAM NOT TO SCALE IMASM W WESTCHESTER OFFICE SUN HOMES @ RECKSON EXECUTIVE PARK RYE BROOK, NEW YORK O V N I N I I L T I N I N. A. 11 Bradhurst Avenue Ccnedling, flunked 14 fmvnenlentd En �"nec s Monners'9"yws' Lunkpe kchissis Hawthorne, NY 10532 Phone: 914.347.7500 ARRIVAL /DEPARTURE DISTRIBUTION JOB NUMBER' DATE: stdo at N.X WiGm[e rA Atiftrua6m =172 Fax: 914.347.7266 (OFFICE) 14001622A _ 1 7/08/2015 New Jersey New Y o rk P ennsylvania Virginia email: solutions @ moserconsulting.com FIGURE NUMBER: Customer Loyalty fhrough Client Satisfaction 8A ATRIA KING STREET (ROUTE 120A) KING STREET (ROUTE 120A) KING STREET (ROUTE 120A) SHERWOOD AVENUE M-Mmm. Cenwl*' Idatico R Enwp "Inttl En ea3 Plolurs $ARryors" taedsc4�NdlJectt Slot@ of Ky. Gxtirkcte of AaVV*36W W0002 New Jersey New York Pennsylvania Virginia Cuslomer Loyalty through Client satisfaction KING STREET (ROUTE 120A) NOTE: LINE DIAGRAM NOTTO SCALE SUN HOMES @ RECKSON EXECUTIVE PARK WESTCHESTER OFFICE RYE BROOK, NEW YORK O 11 Bradhurst Avenue Hawthorne, NY 10532 RECKSON EXECUTIVE PARK - 540,000 S.F. Phone: 914.347.7500 JOB NUMBER: DATE: Fax: 914.347.7266 (ITE TRIP RATES) 14001622A 1 7/08/2015 email: solutions @ moserconsulting.com WEEKDAY PEAK AM HIGHWAY HOUR IFIGURE NUMBER: 9A ATRIA KING STREET (ROUTE 120A) KING STREET (ROUTE 120A) KING STREET (ROUTE 120A) SHERWOOD AVENUE S � eexeertixe �. x. Consulting, Municipal k Environmental Engineers Planners ' Surveyors • Landscape Architects State of N.Y. Certificate of Authorization: 0000172 New Jersey New York PennsNvania Virginia Customer Loyalty through Client Satisfaction KING STREET (ROUTE 120A) NOTE: LINE DIAGRAM NOT TO SCALE SUN HOMES @ RECKSON EXECUTIVE PARK WESTCHESTER OFFICE RYE BROOK, NEW YORK O 11 Bradhurst Avenue Hawthorne, NY 10532 RECKSON EXECUTIVE PARK - 540,000 S.F. Phone: 914.347.7500 JOB NUMBER: JDATL Fax: 914.347.7266 (ITE TRIP RATES) 14001622A 1 7/08/2015 email: solutions @ maserconsulting.com WEEKDAY PEAK PM HIGHWAY HOUR 1-zallrzl- Aflrur;7p. 10A ATRIA KING STREET (ROUTE 120A) KING STREET (ROUTE 120A) KING STREET (ROUTE 120A) SHERWOOD AVENUE 1 NKMASM Y l .. r i z t I M 4 ..A. Co gAling, Municipal 9 Enwo mental Engineers Ptrosners ' Stowyurs o Landscope Architects Stole of N.Y. Cafilicole of Aulhonzation: 0000172 NewJersev New York Pennsylvania Virginia Customer Loyalty through Client Satisfaction KING STREET (ROUTE 120A) NOTE: LINE DIAGRAM NOT TO SCALE SUN HOMES @ RECKSON EXECUTIVE PARK WESTCHESTER OFFICE RYE BROOK, NEW YORK O 11 Brodhurst Avenue Hawthorne, NY 10532 Phone: 914.347.7500 YEAR 2019 NO -BUILD TRAFFIC VOLUMES J08 NUMEtEfd: DATE: Fax: 914.347.7266 WEEKDAY PEAK AM HIGHWAY HOUR 14001622A 1 7/08/2015 email: solutions @ maserconsulting.com IFIGURF NUiuRFR, 11A ATRIA KING STREET (ROUTE 120A) KING STREET (ROUTE 120A) KING STREET (ROUTE 120A) SHERWOOD AVENUE KING STREET (ROUTE 120A) NOTE: LINE DIAGRAM NOT TO SCALE SUN HOMES @ RECKSON EXECUTIVE PARK AWMASM WESTCHESTER OFFICE RYE BROOK, NEW YORK 7 t L s r I L T I x L F. A. 11 Bradhurst Avenue O Cooau* Nvn+Co k EA*Qrmen[ol Engineers Hawthorne, NY 10532 Planners •Surveyors• Landscape Architects Phone: 914.347.7500 YEAR 2019 NO -BUILD TRAFFIC VOLUMES JOB NUMIJI -R: ID ATE: Slo[c of N.Y. Wirkote of 6uthonrnfim: 0000172 Fax: 914.347.7266 WEEKDAY PEAK PM HIGHWAY HOUR 14001622A 1 7/08/2015 email: solutions @ maserconsulting.com New Jersev New York Pennsylvania Virginia FIGURE NUMBER: Customer Loyalty through Client Satisfaction 12A ATRIA KING STREET (ROUTE 120A) KING STREET (ROUTE 120A) KING STREET (ROUTE 120A) SHERWOOD AVENUE IWMASM V se Marr r tot P.M. Consultetq, Munl4d & En4ormrtol E.ntg m Rlmntr: o .. Londscq>r kchitects Stale al N.Y: Cotlizote of Antho n im! OOMI New Jersey New York Pennsylvania Virginia Customer Loyalty through Client satisfaction KING STREET (ROUTE 120A) NOTE: LINE DIAGRAM NOT TO SCALE SUN HOMES @ RECKSON EXECUTIVE PARK WESTCHESTER OFFICE RYE BROOK, NEW YORK O 11 Bradhurst Avenue APPROVED Hawthorne, NY 10532 Phone: 914.347.7500 SITE GENERATED TRAFFIC VOLUMES JOB NUMBER: DATE: Fax: 914.347.7266 WEEKDAY PEAK AM HIGHWAY HOUR 14001622A 1 7/08/2015 email: solutions @ maserconsulting.com (OFFICE - 280,000 S.F.) FIGURE NUMBER: 13A ATRIA KING STREET (ROUTE 120A) 00 0 -i� 1-0 -A 41t"� 0 0 —►a 0-- 0" KING STREET (ROUTE 120A) KING STREET (ROUTE 120A) SHERWOOD AVENUE KING STREET (ROUTE 120A) NOTE: LINE DIAGRAM NOT TO SCALE ,� SUN HOMES @ RECKSON EXECUTIVE PARK &"S WESTCHESTER OFFICE RYE BROOK, NEW YORK O 11 Brodhurst Avenue - i e` r r r r N r T A. CensulGm} lfuhicipd k Enwwvnental Engu'Iear: PIannom '& yg s" tandscupe ,�ahileais Hawthorne, NY 10532 Phone: 914.347.7500 APPROVED SITE GENERATED TRAFFIC VOLUMES dl NUMBER: DATE: State of R.Y. Crracate 0 Ar9hwugliarc =172 Fax: 914.347.7266 WEEKDAY PEAK PM HIGHWAY HOUR 14001622A 1 7/08/2015 New Jersey New York Pennsylvania Virginia email: solutions 0 maserconsulting.com (OFFICE - 280 000 S.F.) � (FIGURE NUMBER: Cuslomer Loyalty through Client Satisfaction 14A ATRIA KING STREET (ROUTE 120A) KING STREET (ROUTE 120A) KING STREET (ROUTE 120A) SHERWOOD AVENUE ,av rr rr rcrr,� r. a. Nsulkng UunfcO k Ew*o ntrtal Ea ineers Planners ' 5urvaywa' t4adstope Architects Role of H.Y. Ce lifirole of Aalfwritufim. 0000172 New Jersey New York Pennsylvania Virginia Customer Loyalty through Client Satisfaction KING STREET (ROUTE 120A) NOTE: LINE DIAGRAM NOT TO SCALE SUN HOMES @ RECKSON EXECUTIVE PARK WESTCHESTER OFFICE RYE BROOK NEW YORK O 11 Bradhurst Avenue Hawthorne, NY 10532 YEAR 2019 BUILD TRAFFIC VOLUMES Phone: 914.347.7500 WEEKDAY PEAK AM HIGHWAY HOUR JOB NUMBER: DATE: Fax: 914.347.7266 14001622A 1 7/08/2015 email: solutions @maserconsulting.com (W/ APPROVED 280,000 S.F. OFFICE) rlrl nxr Wl lurarP• 15A ATRIA KING STREET (ROUTE 120A) KING STREET (ROUTE 120A) KING STREET (ROUTE 120A) SHERWOOD AVENUE lwmmm 1 0 11 1 1 L T I N I N. A. Consulting, Municipal At Environmental Eng9ineers Planners • Surveyors • Landscape Architects State of N.Y. Certificate of Authorization: 0000172 New Jersey New York Pennsylvania Virginia Customer Loyalty through Client Satisfaction KING STREET (ROUTE 120A) NOTE: LINE DIAGRAM NOT TO SCALE SUN HOMES @ RECKSON EXECUTIVE PARK WESTCHESTER OFFICE RYE BROOK. NEW YORK O 11 Bradhurst Avenue Hawthorne, NY 10532 YEAR 2019 BUILD TRAFFIC VOLUMES Phone: 914.347.7500 WEEKDAY PEAK PM HIGHWAY HOUR JOB NUMBER: iDATE: Fax: 914.347.7266 14001622A 1 7/08/2015 email: solutions ® maserconsulting.com (W/ APPROVED 280,000 S. F. OFFICE) in lPr Ni r1AAPP'- 16A ATRIA KING STREET (ROUTE 120A) KING STREET (ROUTE 120A) KING STREET (ROUTE 120A) KING STREET SHERWOOD AVENUE % - ARRIVAL [ % ] - DEPARTURE (ROUTE 120A) NOTE: LINE DIAGRAM NOT TO SCALE IWMARR WESTCHESTER OFFICE SUN HOMES @ RECKSON EXECUTIVE PARK RYE BROOK, NEW YORK O V I I M I V L T I N 6 F. A. 11 Bradhurst Avenue N5utlinq. Mun4d & En*cnmental Enggineers Flomffs •Sxveyyvvrrss• Londscape Archilecls Slott of H.Y. Cutlrrmtt of Aulhonzolion: 0000172 Hawthorne, NY 10532 Phone: 914.347.7500 ARRIVAL /DEPARTURE DISTRIBUTION JOB NUMBER: DATE: Fax: 914.347.7266 (RESIDENTIAL)) 14001622A 1 7/08/2015 New Jersey N sylvania Virginia e Pn New York en email: solutions @ maserconsulting.com FIGURE NUMBER: Customer Loyalty through Client Satisfaction 17A ATRIA KING STREET (ROUTE 120A) KING STREET (ROUTE 120A) KING STREET (ROUTE 120A) SHERWOOD AVENUE i4l"M'ASM T t t M 1 1 t T 1 I 1 KF. Consulting, Municipal k Environmental Engineers Planners • Surveyors • Landscape Architects State of N.Y. Certificate of Authorization: 0000172 New Jo-rsey New York Pann5vl vani,r�b-L, C�s[emar Loyalty IhrVUgh Clianl SAlikracGEn KING STREET (ROUTE 120A) NOTE: LINE DIAGRAM NOT TO SCALE SUN HOMES @ RECKSON EXECUTIVE PARK WESTCHESTER OFFICE RYE BROOK. NEW YORK O 11 Bradhurst Avenue Hawthorne, NY 10532 PROPOSED Phone: 914.347.7500 SITE GENERATED TRAFFIC VOLUMES ,JOB NUMBER: DATE: Fax: 914.347.7266 WEEKDAY PEAK AM HIGHWAY HOUR 14001622A 1 7/08/2015 email: solutions ® maserconsulting.com (RESIDENTIAL - 110 HOMES) FIGURE NUMBER: 18A ATRIA KING STREET (ROUTE 120A) KING STREET (ROUTE 120A) KING STREET (ROUTE 120A) SHERWOOD AVENUE I ir i t t.1 � r t r i rr rI P. A. Consulting, Municipal k Environmental Enggineers Planners • Surveyors • Landscape Architects Stale of N.Y. Certificate of Authorization: 0000172 New Jersey New York Pennsylvania Virginia Customer Loyalty through Client Satisfaction KING STREET (ROUTE 120A) NOTE: LINE DIAGRAM NOT TO SCALE SUN HOMES @ RECKSON EXECUTIVE PARK WESTCHESTER OFFICE RYE BROOK, NEW YORK O 11 Bradhurst Avenue Hawthorne, NY 10532 PROPOSED Phone: 914.347.7500 SITE GENERATED TRAFFIC VOLUMES JOB NUMBER: DATE: Fax: 914.347.7266 WEEKDAY PEAK PM HIGHWAY HOUR 14001622A 1 7/08/2015 email: solutions 0 maserconsulting.com (RESIDENTIAL - 110 HOME5) IFIGURE NUMBER: 19A ATRIA KING STREET (ROUTE 120A) KING STREET (ROUTE 120A) KING STREET (ROUTE 120A) SHERWOOD AVENUE KING STREET (ROUTE 120A) NOTE: LINE DIAGRAM NOT TO SCALE IMA%R W WESTCHESTER OFFICE SUN HOMES @ RECKSON EXECUTIVE PARK RYE BROOK, NEW YORK O t I N L I L T I N N r. A. 11 6radhurst Avenue Consulting, Municipal & Environmental Engineers Planners • Surveyors • Landscape Architects State of N.Y. Certiricate of Authorization: 0000172 New Jersey New York Pennsylvania Virginia Hawthorne, NY 10532 Phone: 914.347.7500 Fax: 914.347.7266 email: solutions @ mosefCOnsulling.COm YEAR 2019 BUILD TRAFFIC VOLUMES WEEKDAY PEAK AM HIGHWAY HOUR (W / PROPOSED RESIDENTIAL -110 HOMES) JqB NUTABER; - DATE: 14001622A 1 7/08/2015 FIGURE NUMBER: Customer Loyalty through Client satisfaction 20A ATRIA KING STREET (ROUTE 120A) KING STREET (ROUTE 120A) KING STREET (ROUTE 120A) SHERWOOD AVENUE KING STREET (ROUTE 120A) NOTE: LINE DIAGRAM NOT TO SCALE ,, WESTCHESTER OFFICE SUN HOMES @ RECKSON EXECUTIVE PARK RYE BROOK, NEW YORK V N e N N u t, t N N F. A. 11 Bradhurst Avenue Gwwttin; 12un44 & En*wmental Engineers Hawthorne, NY 10532 YEAR 2019 BUILD TRAFFIC VOLUMES Mo ms •$IWE} ' Lmtthcape Architects SI010 of O.Y. irerfi eatN of Aulhonzotion: 0ON172 Phone: 914.347.7500 WEEKDAY PEAK PM HIGHWAY HOUR JOB NUMBER: DATE: Fax: 914.347.7266 email: solutions a moserconsulting.com (W/ PROPOSED RESIDENTIAL -110 HOMES) 14001622A 1 7/08/2015 NewJersev New York Pennsylvania Virginia FIGURE NUMBER: Customer Loyalty through Client satisfaction 21A ; po V MASER C N N 1 1 L i I N N F. 1, Traffic Impact Study Sun Homes at Reckson Executive Park MC Project No.: 14001622A Appendix SUN HOMES A T RECKSON EXECUTIVE PARK APPENDIX B TABLES LU / \ § j b § LU \(\ \ \_ e \k(I �CO ]{ LU ,/ )�# }ƒ \ / }} }) 0 a §§� / \ \/ CO .LL eLL CO 0 so §0 �), E -a « \\/ \{ ` �� L � < §! \ {[ ]§ }2 // _ _ ) / ORO §, . C6 6 ` }\. { U-- § \� )2 { / §� L) /// § . �LU iƒ } te $ � . � � _ LU zJ& § ®\ }} ® \ f£ �- } C[ E[\= -a E[[ ()\ ee)§ o (` q §�S �»E ( §»» W «� «��y \ k§ z §(f /(( \ §2} / {{ ( \§2. g »�_ �[[ LR� = of o L2 Z C[( «�»§ > §(mm /§ J20 §Z U) (� /g &\ ` ` §§ \ \ LU v MASER C I Y 1 1 l T I N A F. A. Traffic Impact Study Sun Homes at Reckson Executive Park MC Project No.: 14001622A Appendix SUN HOMES A T RECKSON EXECUTIVE PARK APPENDIX C LEVEL OF SERVICE STANDARDS i 4V MASER C I N I I l T I A I F. A. Traffic Impact Study Sun Homes at Reckson Executive Park MC Project No.: 14001622A Appendix LEVEL OF SERVICE STANDARDS LEVEL OF SERVICE FOR SIGNALIZED INTERSECTIONS Level of Service (LOS) can be characterized for the entire intersection, each intersection approach, and each lane group. Control delay alone is used to characterize LOS for the entire intersection or an approach. Control delay and volume -to- capacity (v /c) ratio are used to characterize LOS for a lane group. Delay quantifies the increase in travel time due to traffic signal control. It is also a measure of driver discomfort and fuel consumption. The volume -to- capacity ratio quantifies the degree to which a phase's capacity is utilized by a lane group. LOS A describes operations with a control delay of 10 s /veh or less and a volume -to- capacity ratio no greater than 1.0. This level is typically assigned when the volume -to- capacity ratio is low and either progression is exceptionally favorable or the cycle length is very short. If it is due to favorable progression, most vehicles arrive during the green indication and travel through the intersection without stopping. LOS B describes operations with control delay between 10 and 20 s /veh and a volume -to- capacity ratio no greater than 1.0. This level is typically assigned when the volume -to- capacity ratio is low and either progression is highly favorable or the cycle length is short. More vehicles stop than with LOS A. LOS C describes operations with control delay between 20 and 35 s /veh and a volume -to- capacity ratio no greater than 1.0. This level is typically assigned when progression is favorable or the cycle length is moderate. LOS D describes operations with control delay between 35 and 55 s /veh and a volume -to- capacity ratio no greater than 1.0. This level is typically assigned when the volume -to- capacity ratio is high and either progression is ineffective or the cycle length is long. ; 4V Traffic Impact Study Sun Homes at Reckson Executive Park MASER MC Project No.: 14001622A C O A 1 1 L r I N 1 F. A. Annendix LOS E describes operations with control delay between 55 and 80 s /veh and a volume -to- capacity ratio no greater than 1.0. This level is typically assigned when the volume -to- capacity ratio is high, progression is unfavorable, and the cycle length is long. LOS F describes operations with control delay exceeding 80 s /veh or a volume -to- capacity ratio greater than 1.0. This level is typically assigned when the volume -to- capacity ratio is very high, progression is very poor, and the cycle length is long. A lane group can incur a delay less than 80 s /veh when the volume -to- capacity ratio exceeds 1.0. This condition typically occurs when the cycle length is short, the signal progression is favorable, or both. As a result, both the delay and volume -to- capacity ratio are considered when lane group LOS is established. A ratio of 1.0 or more indicates that cycle capacity is fully utilized and represents failure from a capacity perspective (just as delay in excess of 80 s /veh represents failure from a delay perspective). The Level of Service Criteria for signalized intersections are given in Exhibit 18 -4 from the 2010 Highway Capacity Manual published by the Transportation Research Board. Exhibit 18 -4 For approach -based and intersection wide assessments, LOS is defined solely by control delay. LOS by Volume -to- Capacity Ratio Control Delay (s /veh) v/c <1.0 v/c >1.0 <10 A F >10-20 B F >20 -35 C F >35 -55 D F >55 -80 E F >80 F F For approach -based and intersection wide assessments, LOS is defined solely by control delay. 49 MASER CSY A 1 L T I W i F. A. Traffic Impact Study Sun Homes at Reckson Executive Park MC Project No.: 14001622A Appendix S UN HOMES A T RECKSON EXECUTI VE PARK APPENDIX D CAPACITY ANALYSIS YEAR 2014 EXISTING TRAFFIC VOLUMES WEEKDAY PEAK AM HIGHWAY HOUR 3: KING STREET 120A & SHERWOOD AVENUE 7/812015 tan M Lane Configurations cr Volume (vph) 0 0 11 23 0 160 2 621 124 24 591 36 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Ped Bike Factor Frt 0.865 0.882 0.978 0.993 At Protected 0.994 0.998 Satd, Flow (prot) 0 1565 0 0 1586 0 0 1770 0 0 1793 0 Flt Permitted 0.994 0.998 Satd. Flow (perm) 0 1565 0 0 1586 0 0 1770 0 0 1793 0 Link Speed (mph) 30 30 35 35 Link Distance (ft) 1016 1293 1477 1321 Travel Time (s) 23.1 29.4 28.8 25.7 Confl, Peds, ( # /hr) 10 10 10 10 10 10 10 10 Peak Hour Factor 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 Heavy Vehicles :( %) 5% 5% 5% 5% 5% 5% 5% 5% 5% 5% 5% 5% Adj. Flow (vph) 0 0 12 26 0 178 2 690 138 27 657 40 Shared Lane Traffic ( %) Lane Group Flow (vph) 0 12 0 0 204 0 0 830 0 0 724 0 Enter Blocked Intersection No No No No No No No No No No No No Lane Alignment Left Left Right Left Left Right Left Left Right Left Left Right Median Width(ft) 0 0 0 0 Link Offset(ft) 0 0 0 0 Crosswalk Width(ft) 16 16 16 16 Two way Left Turn Lane Headway Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.0.0 1.00 1.00 1.00 1.00 Turning Speed (mph) 15 9 15 9 15 9 15 9 Sign Control Stop Stop Free Free Area Type: Other Control Type: Unsignalized Intersection Capacity Utilization 76.9% ICU Level of Service D Analysis Period (min) 15 14001622A AMEX Synchro 8 Report Page 1 YEAR 2014 EXISTING TRAFFIC VOLUMES WEEKDAY PEAK AM HIGHWAY HOUR 3: KING STREET 120A) & SHERWOOD AVENUE 71812015 16 Int Delay, slveh 5.2 M6ueto Vol, vehlh 0 0 11 23 0 160 2 621 124 24 591 36 Conflicting Peds, #Ihr 10 0 10 10 0 10 10 0 10 10 0 10 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized 6.15 5.55 None - None 6.15 5.55 None 6.15 5.55 None Storage Length - - 3.545 4.045 - 3,545 4,045 - 2.245 - 2.245 Pot Cap-1 Maneuver 84 Veh in Median Storage, # - 0 - 436 0 784 Stage 1 0 - - 0 419 Grade, % - 0 - - 0 - 384 0 - - 0 - Peak Hour Factor 90 90 90 90 90 90 90 90 90 90 90 90 Heavy Vehicles, % 5 5 5 5 5 5 5 5 5 5 5 5 Mvmt Flow 0 0 12 26 0 178 2 690 138 27 657 40 Wd Conflicting Flow All 1602 1533 779 1519 1582 697 707 0 0 838 0 0 Stage 1 773 773 - 740 740 - - - - B Stage 2 829 760 - 779 842 - Critical Hdwy 7.15 6.55 6.25 7.15 6.55 6.25 4.15 4.15 Critical Hdwy Stg 1 6.15 5.55 - 6.15 5.55 - - Critical Hdwy Stg 2 6.15 5.55 - 6.15 5.55 - - - - Follow -up Hdwy 3.545 4.045 3345 3,545 4,045 3,345 2.245 - 2.245 Pot Cap-1 Maneuver 84 115 391 96 107 436 878 - 784 Stage 1 387 404 - 404 419 - - - - Stage 2 361 410 - 384 376 - - - Platoon blocked, % - Mov Cap -1 Maneuver 46 106 385 87 99 429 871 777 Mov Cap -2 Maneuver 46 106 - 87 99 - - Stage 1 382 399 - 399 392 - Stage 2 198 383 - 367 371 - HCM Control Delay, s 14.7 43.1 0 0.4 HCM LOS B E Minarobe�+la�OWNWH Capacity (vehlh) 777 - 385 287 871 HCM Lane V/C Ratio 0.034 - - 0,032 0.708 0.003 HCM Control Delay (s) 9.8 0 - 14.7 43.1 91 0 HCM Lane LOS A A - B E A A - HCM 95th %tile Q(veh) 0 -1 - 0.1 4.9 0 - - 14001622A AMEX Synchro 8 Report Page 2 YEAR 2014 EXISTING TRAFFIC VOLUMES WEEKDAY PEAK AM HIGHWAY HOUR 4: N. RIDGE STREET /KING STREET (ROUTE 120A) 7/8/2015 T j Analysis Period (min) 15 14001622A AMEX Synchro 8 Report Page 3 SSA MSER Lane Configurations t r Volume (vph) 40 0 195 0 0 0 0 530 156 159 566 212 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Lane Width (ft) 12 12 12 12 12 12 12 16 12 12 12 12 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Ped Bike Factor Frt 0.850 0.850 0.959 Flt Protected 0.950 0.950 Satd. Flow (prot) 1805 0 1615 0 0 0 0 2051 1615 1805 1758 0 Flt Permitted 0.950 0.950 Satd. Flow (perm) 1805 0 1615 0 0 0 0 2051 1615 1805 1758 0 Link Speed (mph) 35 35 35 35 Link Distance (ft) 1285 375 1472 292 Travel Time (s) 25.0 7.3 28.7 5.7 Confl. Peds. ( # /hr) 10 10 10 10 10 10 10 10 Peak Hour Factor 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 Heavy Vehicles ( %) 0% 0% 0% 0% 5% 0% 0% 5% 0% 0% 5% 0% Adj. Flow (vph) 43 0 207 0 0 0 0 564 166 169 602 226 Shared Lane Traffic ( %) Lane Group Flow (vph) 43 0 207 0 0 0 0 564 166 169 828 0 Enter Blocked Intersection No No No No No No No No No No No No Lane Alignment Left Left Right Left Left Right Left Left Right Left Left Right Median Width(ft) 12 12 12 12 Link Offset(ft) 0 0 0 0 Crosswalk Width(ft) 16 16 16 16 Two way Left Turn Lane Headway Factor 1.00 1.00 1.00 1.00 1.00 1,00 1.00 0.85 1.00 1.00 1.00 1.00 Turning Speed (mph) 15 9 15 9 15 9 15 9 Sign Control Stop Stop Free Free Area Type: Other Control Type: Unsignalized Intersection Capacity Utilization 53.0% ICU Level of Service A Analysis Period (min) 15 14001622A AMEX Synchro 8 Report Page 3 YEAR 2014 EXISTING TRAFFIC VOLUMES WEEKDAY PEAK AM HIGHWAY HOUR 4: N. RIDGE STREET /KING STREET ROUTE 120A 7/8/2015 Int Delay, s /veh 4.5 Capacity (veh /h) 93 506 1001 - 803 - HCM Lane V/C Ratio 0.458 0.41 0,169 - - - HCM Control Delay (s) 72.9 17 Vol, veh/h 40 0 195 0 0 0 0 530 156 159 566 212 Conflicting Peds, # /hr 10 0 10 10 0 10 10 0 10 10 0 10 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized None - None Free - None Storage Length _ 0 _ 0 0 - Veh in Median Storage, # 0 - - 0 - 0 - - 0 Grade, % 0 - - 0 - 0 - - 0 - Peak Hour Factor 94 94 94 94 94 94 94 94 94 94 94 94 Heavy Vehicles; % 0 0 0 0 5 0 0 5 0 0 5 0 Mvmt Flow 43 0 207 0 0 0 0 564 166 169 602 226 Conflicting Flow All 1627 1740 584 828 0 - 574 0 0 Stage 1 574 574 - - - - ' Stage 2 1053 1166 - - - - Critical Hdwy 6.4 6.5 6.2 4.1 - 4.1 Critical Hdwy Stg 1 5:4 5.5 - - - - - Critical Hdwy Stg 2 5.4 5.5 - - - - - Follow -up Hdwy 3.5 4 3.3 2.2 - - 2.2 - Pot Cap -1 Maneuver 1.14 88 515 812 - 0 1009 Stage 1 567 506 _ - - 0 - Stage 2 339 270 - - - 0 - Platoon blocked, % Mov Cap -1 Maneuver 93 0 506 803 - 1001 Mov Cap -2 Maneuver 93 0 - - - - Stage 1 562 0 Stage 2 279 0 HCM Control Delay, s 26.5 HCM LOS D Capacity (veh /h) 93 506 1001 - 803 - HCM Lane V/C Ratio 0.458 0.41 0,169 - - - HCM Control Delay (s) 72.9 17 9.3 - - 0 - HCM Lane LOS F C A - - A - HCM 95th %tile Q(veh) 1,9 2 0.6 - 0 - 14001622A AMEX Synchro 8 Report Page 4 YEAR 2014 EXISTING TRAFFIC VOLUMES WEEKDAY PEAK PM HIGHWAY HOUR 3: KING STREET (120A) & SHERWOOD AVENUE 7/8/2015 Lane Configurations Volume (vph) 1 0 23 22 0 55 101 483 1 15 581 32 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Ped Bike Factor Frt 0.870 0.904 0.993 Flt Protected 0.998 0.986 0.991 0.999 Satd. Flow (prot) 0 1571 0 0 1613 0 0 1793 0 0 1795 0 Flt Permitted 0.998 0.986 0.991 0.999 Satd. Flow (perm) 0 1571 0 0 1613 0 0 1793 0 0 1795 0 Link Speed (mph) 30 30 35 35 Link Distance (ft) 1016 1293 1477 1321 Travel Time (s) 23.1 29.4 28.8 25.7 Confl. Peds. ( # /hr) 10 10 10 10 10 10 10 10 Peak Hour Factor 0.84 0.84 0.84 0.84 0.84 0.84 0.84 0.84 0.84 0.84 0.84 0.84 Heavy Vehicles ( %) 5% 5% 5% 5% 5% 5% 5% 5% 5% 5% 5% 5% Adj. Flow (vph) 1 0 27 26 0 65 120 575 1 18 692 38 Shared Lane Traffic ( %) Lane Group Flow (vph) 0 28 0 0 91 0 0 696 0 0 748 0 Enter Blocked Intersection No No No No No No No No No No No No Lane Alignment Left Left Right Left Left Right Left Left Right Left Left Right Median Width(ft) 0 0 0 0 Link Offset(ft) 0 0 0 0 Crosswalk Width(ft) 16 16 16 16 Two way Left Turn Lane Headway Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Turning Speed (mph) 15 9 15 9 15 9 15 9 Sign Control Stop Stop Free Free Area Type: Other Control Type: Unsignalized Intersection Capacity Utilization 86.9% ICU Level of Service E Analysis Period (min) 15 14001622A PMEX Synchro 8 Report Page 1 YEAR 2014 EXISTING TRAFFIC VOLUMES WEEKDAY PEAK PM HIGHWAY HOUR 3: KING STREET (120A) & SHERWOOD AVENUE 71812015 Int Delay, slveh 4.2 Matalmr, Conflicting Flow All 1615 1601 596 1596 1583 731 740 0 0 586 0 0 Stage 1 826 826 - Vol, vehm 1 0 23 22 0 55 101 483 1 15 581 32 Conflicting Peds, #Ihr 10 0 10 10 0 10 10 0 10 10 0 10 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None 4.045 3.345 None 4.045 3.345 None 2.245 Pot Cap -1 Maneuver None Storage Length - - - - - 974 - 362 - - - - Veh in Median Storage, # - 0 - 379 0 355 0 - - 0 Platoon blocked, % Grade, % - 0 - - 0 - - 0 - 78 0 - Peak Hour Factor 84 84 84 84 84 84 84 84 84 84 84 84 Heavy Vehicles, % 5 5 5 5 5 5 5 5 5 5 5 5 Mvmt Flow 1 0 27 26 0 65 120 575 1 18 692 38 Matalmr, Conflicting Flow All 1615 1601 596 1596 1583 731 740 0 0 586 0 0 Stage 1 826 826 - 756 756 - - - - - Stage 2 789 775 - 840 827 - - 163 Critical Hdwy 7.15 6.55 6.25 7.15 6.55 6.25 4.15 4.15 Critical Hdwy Stg 1 6.15 5.55 - 6.15 5.55 - - - - - Critical Hdwy Stg 2 6.15 5.55 - 6.15 5.55 - - - Follow -up Hdwy 3.545 4.045 3.345 3.545 4.045 3.345 2.245 - 2.245 Pot Cap -1 Maneuver 82 904 498 85 107 417 853 974 Stage 1 362 382 - 396 412 - - - Stage 2 379 404 355 382 - - - Platoon blocked, % Mov Cap -1 Maneuver 56 78 490 65 81 410 846 966 Mov Cap -2 Maneuver 56 78 - 65 81 - Stage 1 284 300 - 311 395 - - - - Stage 2 306 388 - 263 300 - - - - HCM Control Delay, s 15.5 52.3 1.7 0.2 HCM LOS C F F Capacity (vehlh) 966 - - 370 163 846 HCM Lane VIC Ratio 0.018 - - 0.077 0.562 0.142 - - HCM Control Delay (s) 8.8 0 - 15.5 52.3 10 0 - HCM Lane LOS A A - C F A A HCM 95th %tile Q(veh) 0.1 - - 0.2 19 0.5 - - 14001622A PMEX Synchro 8 Report Page 2 YEAR 2014 EXISTING TRAFFIC VOLUMES WEEKDAY PEAK PM HIGHWAY HOUR 4: N. RIDGE STREET /KING STREET ROUTE 120A) 7/8/2015 t f* *J Lane Configurations t r Volume (vph) 33 0 248 0 0 0 0 523 165 226 490 143 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Lane Width (ft) 12 12 12 12 12 12 12 16 12 12 12 12 Lane Utit. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Ped Bike Factor Frt 0.850 0.850 0,966 Flt Protected 0.950 0.950 Satd. Flow (prot) 1805 0 1615 0 0 0 0 2051 1615 1805 1767 0 Flt Permitted 0.950 0.950 Satd. Flow (perm) 1805 0 1615 0 0 0 0 2051 1615 1805 1767 0 Link Speed (mph) 35 35 35 35 Link Distance (ft) 1285 375 1472 292 Travel Time (s) 25.0 7.3 28.7 5.7 Confl. Peds. ( # /hr) 10 10 10 10 10 10 10 10 Peak Hour Factor 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 Heavy Vehicles ( %) 0% 0% 0% 0% 5% 0% 0% 5% 0% 0% 5% 0% Adj. Flow (vph) 34 0 258 0 0 0 0 545 172 235 510 149 Shared Lane Traffic ( %) Lane Group Flow (vph) 34 0 258 0 0 0 0 545 172 235 659 0 Enter Blocked Intersection No No No No No No No No No No No No Lane Alignment Left Left Right Left Left Right Left Left Right Left Left Right Median Width(ft) 12 12 12 12 Link Offset(ft) 0 0 0 0 Crosswalk Width(ft) 16 16 16 16 Two way Left Turn Lane Headway Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.85 1.00 1.00 1.00 1.00 Turning Speed (mph) 15 9 15 9 15 9 15 9 Sign Control Stop Stop Free Free Ind Area Type: Other Control Type: Unsignalized Intersection Capacity Utilization 53.4% ICU Level of Service A Analysis Period {min) 15 14001622A PMEX Synchro 8 Report Page 3 YEAR 2014 EXISTING TRAFFIC VOLUMES WEEKDAY PEAK PM HIGHWAY HOUR 4: N. RIDGE STREET /KING STREET ROUTE 120A 7/8/2015 Int Delay, s /veh 5.5 HCM Control Delay, s 24.8 0 2.5 HCM LOS C Capacity (veh /h) Conflicting Flow. All 1611 1685 565 659 0 555 0 0 Stage 1 Vol, veh/h 33 0 248 0 0 0 0 523 165 226 490 143 Conflicting Peds, # /hr 10 0 10 10 0 10 10 0 10 10 0 10 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized 1026 Stage 1 None - - None - - Free 281 - None Storage Length Platoon blocked, % 0 - Mov Cap -1 Maneuver - 0 0 - - Veh in Median Storage, # 87 0 - - 0 Stage 1 574 0 - - 0 Stage 2 Grade, % - 0 - 0 - 0 - - 0 Peak Hour Factor 96 96 96 96 96 96 96 96 96 96 96 96 Heavy Vehicles, % 0 0 0 0 5 0 0 5 0 0 5 0 Mvmt Flow 34 0 258 0 0 0 0 545 172 235 510 149 HCM Control Delay, s 24.8 0 2.5 HCM LOS C Capacity (veh /h) Conflicting Flow. All 1611 1685 565 659 0 555 0 0 Stage 1 555 555 - - - - Stage 2 1056 1130 - - - Critical Hdwy 6.4 6.5 6.2 4.1 4.1 Critical Hdwy Stg 1 5,4 5.5 - - - - Critical Hdwy Stg 2 5.4 5.5 - - - Follow -up Hdwy 3,5 4 3.3 2.2 - 2.2 Pot Cap -1 Maneuver 116 95 528 939 0 1026 Stage 1 579 516 - - 0 - Stage 2 338 281 - - 0 - Platoon blocked, % Mov Cap -1 Maneuver 87 0 519 929 - 1017 Mov Cap -2 Maneuver 87 0 - - Stage 1 574 0 - _ Stage 2 257 0 HCM Control Delay, s 24.8 0 2.5 HCM LOS C 14001622A PMEX Synchro 8 Report Page 4 Capacity (veh /h) 87 519 1017 929 HCM Lane V/C Ratio 0.395 0.498 0.231 - HCM Control Delay (s) 71.2 18.6 9.6 0 HCM Lane LOS F C A - A HCM 95th %tile Q(veh) 1.6 2.7 0.9 - 0 14001622A PMEX Synchro 8 Report Page 4 YEAR 2019 NO -BUILD TRAFFIC VOLUMES WEEKDAY PEAK AM HIGHWAY HOUR 3: KING STREET 120A & SHERWOOD AVENUE 7/8/2015 hairier Lane Configurations Volume (.vph) 0 0 12 25 0 176 2 912 136 26 683 40 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1 O Ped Bike Factor Frt 0.865 0.882 0.983 0.993 At Protected 0.994 0.998 Satd, Flow (prot) 0 1565 0 0 1586 0 0 1779 0 0 1793 0 Flt Permitted 0.994 0.998 Satd. Flow (perm) 0 1565 0 0 1586 0 0 1779 0 0 1793 0 Link Speed (mph) 30 30 35 35 Link Distance (ft) 1016 1293 1477 1321 Travel Time (s) 23.1 29.4 28.8 25.7 Confl. Peds. ( # /hr) 10 10 10 10 10 10 10 10 Peak Hour Factor 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 Heavy Vehicles ( ° /n) 5% 5% 5% 5% 5% 5% 5% 5% 5% 5% 5% 5% Adj. Flow (vph) 0 0 13 28 0 196 2 1013 151 29 759 44 Shared Lane Traffic ( %) Lane Group Flow (vph) 0 13 0 0 224 0 0 1166 0 0 832 0 Enter Blocked Intersection No No No No No No No No No No No No Lane Alignment Left Left Right Left Left Right Left Left Right Left Left Right Median Width(ft) 0 0 0 0 Link Offset(ft) 0 0 0 0 Crosswalk Width(ft) 16 16 16 16 Two way Left Turn Lane Headway Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1,00 Turning Speed (mph) 15 9 15 9 15 9 15 9 Sign Control Stop Stop Free Free C t�r�ssdt�iYi a: Area Type; Other Control Type: Unsignalized Intersection Capacity Utilization 85.0% ICU Level of Service E Analysis Period (min) 15 14001622A AMNB Synchro 8 Report Page 1 YEAR 2019 NO —BUILD TRAFFIC VOLUMES WEEKDAY PEAK AM HIGHWAY HOUR 3: KING STREET 120A) & SHERWOOD AVENUE 7/8/2015 Int Delay, s /veh 19.2 ttV 1 Vol, veh /h 0 0 12 25 0 176 2 912 136 26 683 40 Conflicting Peds, # /hr 10 0 10 10 0 10 10 0 10 10 0 10 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized 7.15 6.55 None - - None 6.15 5.55 None 6.15 5.55 None Storage Length - - Critical Hdwy Stg 2 6.15 5.55 - 6.15 - - - - - Follow -up Hdwy - Veh in Median Storage, # 3.345 0 4.045 3,345 0 2,245 Pot Cap -1 Maneuver 0 61 251 0 56 Grade, % 801 0 Stage 1 - 0 - - 0 - - 0 - Peak Hour Factor 90 90 90 90 90 90 90 90 90 90 90 90 Heavy Vehicles, % 5 5 5 5 5 5 5 5 5 5 5 5 Mvmt Flow 0 0 13 28 0 196 2 1013 151 29 759 44 - HCM Control Delay, s 20.4 189.4 0 0 -4 HCM LOS C F LO l�)'a�1�#t 1161'E�llf�Ila�iliVR` "1'91 Capacity (veh /h) 579 247 183 794 ENRON, 0.05 Conflicting Flow All 2050 1974 1109 1959 2028 801 813 0 0 1174 0 0 Stage 1 1103 1103 - 849 849 - - - - - - Stage 2 947 871 - 1110 1179 - - - - - Critical Hdwy 7.15 6.55 6.25 7.15 6.55 6.25 4.15 4.15 - Critical Hdwy Stg 1 6.15 5.55 - 6.15 5.55 - - - - - Critical Hdwy Stg 2 6.15 5.55 - 6.15 5.55 - - - - Follow -up Hdwy 3.545 4.045 3.345 3,545 4.045 3,345 2.245 2,245 Pot Cap -1 Maneuver 40 61 251 47 56 380 801 584 Stage 1 253 284 - 351 373 - - - Stage 2 310 364 - 251 261 - Platoon blocked, % - Mov Cap -1 Maneuver 17 54 247 40 50 374 794 579 Mov Cap -2 Maneuver 17 54 - 40 50 - - - Stage 1 249 280 346 336 Stage 2 133 328 234 257 - - HCM Control Delay, s 20.4 189.4 0 0 -4 HCM LOS C F LO l�)'a�1�#t 1161'E�llf�Ila�iliVR` "1'91 Capacity (veh /h) 579 247 183 794 HCM Lane V/C Ratio 0.05 0,054 1.22 0.003 - HCM Control Delay (s) 11.5 0 20.4 189.4 9.5 0 HCM Lane LOS B A C F A A HCM 95th %tile Q(veh) 0.2 - 0.2 12 0 - 14001622A AMNB Synchro 8 Report Page 2 YEAR 2019 NO -BUILD TRAFFIC VOLUMES WEEKDAY PEAK AM HIGHWAY HOUR 4: N. RIDGE STREET /KING STREET (ROUTE 7/8/2015 I I120A *J Lane Configurations 't' r Volume (vph) 44 0 215 0 0 0 0 622 191 175 900 233 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Lane Width (ft) 12 12 12 12 12 12 12 16 12 12 12 12 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1,00 1.00 1.00 1.00 1.00 Ped Bike Factor Frt 0.850 0.850 0.969 Flt Protected 0.950 0.950 Satd. Flow (prot) 1805 0 1615 0 0 0 0 2051 1615 1805 1771 0 Flt Permitted 0.950 0.950 Satd. Flow (perm) 1805 0 1615 0 0 0 0 2051 1615 1805 1771 0 Link Speed (mph) 35 35 35 35 Link Distance (ft) 1285 375 1472 292 Travel Time (s) 25.0 7.3 28.7 5.7 Confl. Peds. ( # /hr) 10 10 10 10 10 10 10 10 Peak Hour Factor 094 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 Heavy Vehicles ( %) 0% 0% 0% 0% 5% 0% 0% 5% 0% 0% 5% 0% Adj. Flow (vph) 47 0 229 0 0 0 0 662 203 186 957 248 Shared Lane Traffic ( %) Lane Group Flow (vph) 47 0 229 0 0 0 0 662 203 1.86 1205 0 Enter Blocked Intersection No No No No No No No No No No No No Lane Alignment Left Left Right Left Left Right Left Left Right Left Left Right Median Width(ft) 12 12 12 12 Link Offset(ft) 0 0 0 0 Crosswalk Width(ft) 16 16 16 16 Two way Left Turn Lane Headway Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.85 1.00 1.00 1.00 1.00 Turning Speed (mph) 15 9 15 9 15 9 15 9 Sign Control Stop Stop Free Free Area Type: Other Control Type: Unsignalized Intersection Capacity Utilization 71.7% ICU Level of Service C Analysis Period (min) 15 14001622A AMNB Synchro 8 Report Page 3 YEAR 2019 NO -BUILD TRAFFIC VOLUMES WEEKDAY PEAK AM HIGHWAY HOUR 4: N. RIDGE STREET /KING STREET ROUTE 120A) 7/8/2015 Int Delay, s /veh 8.9 Vol, veh /h 0 0 622 191 175 900 233 44 0 215 0 0 Conflicting Peds, # /hr 10 0 10 10 0 10 10 0 10 10 0 10 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None None - Free - None Storage Length - - 0 - - - - 0 0 - - Veh in Median Storage, # - 0 - 0 0 - 0 Grade, % - 0 - - 0 - 0 - - 0 - Peak Hour Factor 94 94 94 94 94 94 94 94 94 94 94 94 Heavy Vehicles, % 0 0 0 0 5 0 0 5 0 0 5 0 Mvmt Flow 47 0 229 0 0 0 0 662 203 186 957 248 Conflicting Flow Al 2126 2250 682 1205 0 - 672 0 0 Stage 1 672 672 - - - - - Stage 2 1454 1578 - - - - ' Critical Hdwy 6.4 6.5 6.2 4.1 - - 4.1 - Critical Hdwy Stg 1 54 5.5 - - - - " Critical Hdwy Stg 2 5.4 5.5 - - Follow -up Hdwy 3,5 4 33 2,2 - 2.2 - - Pot Cap -1 Maneuver 56 42 453 586 - 0 928 Stage 1 511 458 - 0 ` Stage 2 217 171 - - 0 - - Platoon blocked, % ` Mov Cap -1 Maneuver —44 0 445 579 - 920 - Mov Cap -2 Maneuver -44 0 - - - ' Stage 1 507 0 Stage 2 171 0 - HCM Control Delay, s 68.6 0 1.3 HCM LOS F 579 Capacity (veh /h) 44 445 920 HCM Lane V/C Ratio 1,064 0.514 0.202 - - - HCM Control Delay (s) 299.6 21.3 9.9 - - 0 HCM Lane LOS F C A - - A HCM 95th %tile Q(veh) 4.4 2.9 0.8 - 0 - Volume exceeds capacity $: Delay exceeds 300s +: Computation Not Defined *: All major volume in platoon 14001622A AMNB Synchro 8 Report Page 4 YEAR 2019 NO -BUILD TRAFFIC VOLUMES WEEKDAY PEAK PM HIGHWAY HOUR 3: KING STREET (120A ) & SHERWOOD AVENUE 7/8/2015 1--► .� IN 'I JIM �. Lane Configurationsr Volume (vph) 1 0 25 24 0 61 111 574 1 17 799 35 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Ped Bike Factor Frt 0.869 0.903 0.994 Flt Protected 0.998 0.986 0.992 0.999 Satd. Flow (prot) 0 1569 0 0 1611 0 0 1795 0 0 1797 0 Flt Permitted 0.998 0.986 0.992 0.999 Satd. Flow (perm) 0 1569 0 0 1611 0 0 1795 0 0 1797 0 Link Speed (mph) 30 30 35 35 Link Distance (ft) 1016 1293 1477 1321 Travel Time (s) 23.1 29.4 28.8 25.7 Confi, Peds. ( # /hr) 10 10 10 10 10 10 10 10 Peak Hour Factor 0.84 0.84 0.84 0.84 0.84 0.84 0.84 0.84 0.84 0.84 0.84 0.84 Heavy Vehicles ( %) 5% 5% 5% 5% 5% 5% 5% 5% 5% 5% 5% 5% Adj. Flow (vph) 1 0 30 29 0 73 132 683 1 20 951 42 Shared Lane Traffic ( %) Lane Group Flow (vph) 0 31 0 0 102 0 0 816 0 0 1013 0 Enter Blocked Intersection No No No No No No No No No No No No Lane Alignment Left Left Right. Left Left Right Left Left Right Left Left Right Median Width(ft) 0 0 0 0 Link Offset(ft) 0 0 0 0 Crosswalk Width(ft) 16 16 16 16 Two way Left Turn Lane Headway Factor 100 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Turning Speed (mph) 15 9 15 9 15 9 15 9 Sign Control Stop Stop Free Free Area Type: Other Control Type: Unsignalized Intersection Capacity Utilization 104.3% ICU Level of Service G Analysis Period (min) 15 14001622A PMNB Synchro 8 Report T Page 1 YEAR 2019 NO -BUILD TRAFFIC VOLUMES WEEKDAY PEAK PM HIGHWAY HOUR 3: KING STREET (120A ) & SHERWOOD AVENUE 7/812015 Iii Int Delay, s /veh 15 maelammainfamem Capacity (veh /h) 880 - 254 82 673 - HCM Lane V/C Ratio 0.023 0.122 1,234 0.196 - HCM Control Delay (s) 9.2 0 21.1 Vol, veh/h 1 �0 25 24 0 61 111 574 1 17 799 35 Conflicting Peds, # /hr 10 0 10 10 0 10 10 0 10 10 0 10 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - None - None None None Storage Length Veh in Median Storage, # 0 0 0 0 Grade, % - 0 - 0 0 - 0 - Peak Hour Factor 84 84 84 84 84 84 84 84 84 84 84 84 Heavy Vehicles, % 5 5 5 5 5 5 5 5 5 5 5 5 Mvmt Flow 1 0 30 29 0 73 132 683 1 20 951 42 Conflicting Flow All 2017 2001 704 1996 1982 992 1003 0 0 695 0 0 Stage 958 958 1023 1023 - - - - Stage 2 1059 1043 - 973 959 - - Critical Hdwy 7.15 6.55 615 7.15 6.55 6.25 4.15 4.15 Critical Hdwy Stg 1 6,15 5.55 - 6.15 5.55 - - - Critical Hdwy Stg 2 6.15 5.55 - 6.15 5.55 - - - Follow -up Hdwy 3.545 4.045 3.345 3.545 4.045 3.345 2.245 2,245 Pot Cap -1 Maneuver 43 59 432 44 60 294 679 887 Stage 1 305 332 - 281 309 - - - Stage 2 268 303 - 299 331 - - Platoon blocked, % Mov Cap -1 Maneuver 23 38 425 29 38 289 673 880 Mov Cap -2 Maneuver 23 38 - 29 38 - - - Stage 1 207 225 190 291 Stage 2 189 285 188 224 - - HCM Control Delay, s 21.1 266.3 1.9 0.2 HCM LOS C F maelammainfamem Capacity (veh /h) 880 - 254 82 673 - HCM Lane V/C Ratio 0.023 0.122 1,234 0.196 - HCM Control Delay (s) 9.2 0 21.1 266.3 11.7 0 HCM Lane LOS A A C F B A HCM 95th %tile Q(veh) 0.1 - 0.4 7.5 0.7 - 14001622A PMNB Synchro 8 Report Page 2 YEAR 2019 NO -BUILD TRAFFIC VOLUMES WEEKDAY PEAK PM HIGHWAY HOUR 4: N. RIDGE STREET /KING STREET ROUTE 120A 7/8/2015 Analysis Period (min) 15 14001622A PMNB Synchro 8 Report Page 3 Lane Configurations ` Volume (vph) 36 0 273 0 0 0 0 768 278 249 592 157 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Lane Width (ft) 12 12 12 12 12 12 12 16 12 12 12 12 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1,00 1.00 1.00 1.00 1.00 1.00 Ped Bike Factor Frt 0.850 0.850 0.969 Flt Protected 0.950 0.950 Satd. Flow (prot) 1805 0 1615 0 0 0 0 2051 1615 1805 1771 0 Flt Permitted 0.950 0.950 Satd. Flow (perm) 1805 0 1615 0 0 0 0 2051 1615 1805 1771 0 Link Speed (mph) 35 35 35 35 Link Distance (ft) 1285 375 1472 292 Travel Time (s) 25.0 7.3 28.7 5.7 Confl. Peds. ( # /hr) 10 10 10 10 10 10 10 10 Peak Hour Factor 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 Heavy Vehicles ( %) 0% 0% 0% 0% 5% 0% 0% 5% 0% 0% 5% 0% Adj. Flow (vph), 38 0 284 0 0 0 0 800 290 259 617 164 Shared Lane Traffic ( %) Lane Group Flow (vph) 38 0 284 0 0 0 0 800 290 259 781 0 Enter Blocked Intersection No No No No No No No No No No No No Lane Alignment Left Left Right Left Left Right Left Left Right Left Left Right Median Width(ft) 12 12 12 12 Link Offset(ft) 0 0 0 0 Crosswalk Width(ft) 16 16 16 16 Two way Left Turn Lane Headway Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.85 1.00 1.00 1.00 1.00 Turning Speed (mph) 15 9 15 9 15 9 15 9 Sign Control Stop Stop Free Free Area Type: Other Control Type: Unsignalized w Intersection Capacity Utilization 67.5% ICU Level of Service C .. .. . • - . Analysis Period (min) 15 14001622A PMNB Synchro 8 Report Page 3 YEAR 2019 NO -BUILD TRAFFIC VOLUMES WEEKDAY PEAK PM HIGHWAY HOUR 4: N. RIDGE STREET /KING STREET (ROUTE 120A ) 7/8/2015 Int Delay, s /veh 10.9 14001622A PMNB Synchro 8 Report Page 4 Vol, vehm 36 0 273 0 0 0 0 768 278 249 592 157 Conflicting Peds, # /hr 10 0 10 10 0 10 10 0 10 10 0 10 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - Free - Node Storage Length - - 0 - - - 0 0 - Veh in Median Storage, # - 0 - 0 0 - - 0 Grade, % - 0 0 0 - 0 " Peak Hour Factor 96 96 96 96 96 96 96 96 96 96 96 96 Heavy Vehicles, % 0 0 0 0 5 0 0 5 0 0 5 0 Mvmt Flow 38 0 284 0 0 0 0 800 290 259 617 164 810 0 0 Conflicting Flow All 2027 2109 820 780 0 - Stage 1 810 810 - - - - - - - Stage 2 1217 1299 - - - - ' Critical Hdwy 6.4 6.5 6.2 4.1 4.1 - Critical Hdwy Stg 1 5,4 5.5 - - Critical Hdwy Stg 2 5.4 5.5 - - - Follow -up Hdwy 3,5 4 33 2.2 - 2,2 ' Pot Cap -1 Maneuver 64 52 378 846 - 0 825 Stage 1 441 396 - - 0 Stage 2 283 234 - - - 0 - Platoon blocked, % Mov Cap -1 Maneuver 43 0 372 837 - 818 - - Mov Cap-2 Maneuver 43 0 " Stage 1 437 0 Stage 2 191 0 HCM Control Delay, s 63.7 0 l.9 HCM LOS F Capacity (veh /h) 43 372 818 - - 837 HCM Lane VIC Ratio 0.872 0.764 0.317 - - HCM Control Delay (s) 243.5 40 11.4 - 0 HCM Lane LOS F E B A HCM 95th °/stile Q(veh) 3.4 6.2 1.4 0 14001622A PMNB Synchro 8 Report Page 4 YEAR 2019 BUILD TRAFFIC VOLUMES - APPROVED AM 3: KING STREET (120L & SHERWOOD AVENUE 71812015 Area Type: Other ' Control Type: Unsignalized Intersection Capacity Utilization 87.8% ICU Level of Service E ` Analysis Period (min) 15 14001622A_AMBD_APPROVED OFFICE - 280,000 S.F. Synchro 8 Report Page 1 Lane Configurations' Volume (vph) 0 0 12 25 0 176 2 991 136 26 694 40 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Ped Bike Factor Frt 0.865 0.882 0.984 0:993 At Protected 0.994 0.998 Satd. Flow (prot) 0 1565 0 0 1586 0 0 1781 0 0 1793 0 Flt Permitted 0.994 0.998 Satd. Flow (perm) 0 1565 0 0 1586 0 0 1781 0 0 1793 0 Link Speed (mph) 30 30 35 35 Link Distance (ft) 1016 1293 1477 1321 Travel Time (s) 23.1 29.4 28.8 25.7 Confl. Peds. ( #Ihr) 10 10 10 10 10 10 10 10 Peak Hour Factor 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 Heavy Vehicles'( %) 5% 5 % 5% 5% 5% 5 % 5% 5% 5% 5% 5% 5% Adj. Flow (vph) 0 0 13 28 0 196 2 1101 151 29 771 44 Shared Lane Traffic ( %) Lane Group Flow (vph) 0 13 0 0 224 0 0 1254 0 0 844 0 Enter Blocked Intersection No No No No No No No No No No No No Lane Alignment Left Left Right Left Left Right Left Left Right Left Left Right Median. Width(ft) 0 0 0 0 Link Offset(ft) 0 0 0 0 Crosswalk Width(ft) 16 16 16 16 Two way Left Turn Lane Headway Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Turning Speed (mph) 15 9 15 9 15 9 15 9 Sign Control Stop Stop Free Free Area Type: Other ' Control Type: Unsignalized Intersection Capacity Utilization 87.8% ICU Level of Service E ` Analysis Period (min) 15 14001622A_AMBD_APPROVED OFFICE - 280,000 S.F. Synchro 8 Report Page 1 YEAR 2019 BUILD TRAFFIC VOLUMES - APPROVED AM 3: KING STREET (120A) & SHERWOOD AVENUE 7/8/2015 Int Delay, s /veh 23.5 HCM Control Delay, s 22.5 242.8 0 0.4 Conflicting Flow All 2150 2074 1197 JIM Vol, veh/h IN 0 0 12 25 0 176 2 991 136 26 694 40 Conflicting Peds, # /hr 10 0 10 10 0 10 10 0 10 10 0 10 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - Critical Hdwy Stg 2 None 5.55 - None - - None - - Follow -up Hdwy Pot Cap -1 Maneuver None Storage Length - - 4.045 49 3,345 374 - - Stage - - - - 368 Veh in Median Storage, # - 0 Stage 2 305 0 - 223 0 - - 0 Platoon blocked, % Grade, % - 0 0 - - 0 14 - 0 - Peak Hour Factor 90 90 90 90 90 90 90 90 90 90 90 90 Heavy Vehicles, % Mvmt Flow 5 0 5 0 5 13 5 28 5 0 5 196 5 2 5 1101 5 151 5 29 5 771 5 44 HCM Control Delay, s 22.5 242.8 0 0.4 Conflicting Flow All 2150 2074 1197 2059 2128 813 826 0 0 1262 0 0 Stage 1 1191 1191 - 861 861 - - - - - Stage 2 959 883 - 1198 1267 - - - - Critical Hdwy 7.15 6.55 6.25 7.15 6.55 6.25 4.15 4.15 - Critical Hdwy Stg 1 6.15 5.55 - 6.15 5,55 - - - - Critical Hdwy Stg 2 6.15 5.55 - 6.15 5.55 - - - - Follow -up Hdwy Pot Cap -1 Maneuver 3.545 34 4.045 53 3.345 223 3.545 40 4.045 49 3,345 374 2.245 792 - 2,245 541 Stage 225 257 - 346 368 - - Stage 2 305 360 - 223 237 - - - Platoon blocked, % - - - Mov Cap -1 Maneuver 14 46 219 34 43 368 785 - - 536 Mov Cap -2 Maneuver 14 46 - 34 43 Stage 1 221 253 - 340 328 - - - - Stage 2 128 321 - 206 233 - - - - HCM Control Delay, s 22.5 242.8 0 0.4 HCM LOS C F Capacity (veh /h) 536 - 219 166 785 - HCM Lane V/C Ra6o 0.054 - - 0,061 1,345 0.003 HCM Control Delay (s) 121 0 - 22.5 242.8 9.6 0 HCM Lane LOS S A - C F A A HCM 95th %tile Q(veh) 02 - - 0.2 13.4 0 - 14001622A_AMBD_APPROVED OFFICE - 280,000 S.F. Synchro 8 Report Page 2 YEAR 2019 BUILD TRAFFIC VOLUMES - APPROVED AM 4: N. RIDGE STREET /KING STREET ROUTE 120A 7/8/2015 Analysis Period (min)15 14001622A_AM BD-AP PROVED OFFICE - 280,000 S.F. Synchro 8 Report Page 3 Lane Configurations T f Volume (vph) 44 0 215 0 0 0 0 637 198 175 1005 233 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Lane Width (ft) 12 12 12 12 12 12 12 16 12 12 12 12 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Ped Bike Factor Frt 0.850 0.850 0.972 Flt Protected 0.950 0.950 Satd. Flow (prot) 1805 0 1615 0 0 0 0 2051 1615 1805 1775 0 Flt Permitted 0.950 0.950 Satd. Flow (perm) 1805 0 1615 0 0 0 0 2051 1615 1805 1775 0 Link Speed (mph) 35 35 35 35 Link Distance (ft) 1285 375 1472 292 Travel Time (s) 25.0 7.3 28.7 5.7 Confl. Peds. ( # /hr) 10 10 10 10 10 10 10 10 Peak Hour Factor 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 Heavy Vehicles ( %) 0% 0% 0% 0% 5% 0% 0% 5% 0% 0% 5% 0% Adj. Flow (vph) 47 0 229 0 0 0 0 678 211 186 1069 248 Shared Lane Traffic ( %) Lane Group Flow (vph) 47 0 229 0 0 0 0 678 211 186 1317 0 Enter Blocked Intersection No No No No No No No No No No No No Lane Alignment Left Left Right Left Left Right Left Left Right Left Left Right Median Width(ft) 12 12 12 12 Link Offset(ft) 0 0 0 0 Crosswalk Width(ft) 16 16 16 16 Two way Left Turn Lane Headway Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.85 1.04 1.00 1.00 1.00 Turning Speed (mph) 15 9 15 9 15 9 15 9 Sign Control Stop Stop Free Free Area Type: Other Control Type: Unsignalized Intersection Capacity Utilization 77.2% ICU Level of Service D Analysis Period (min)15 14001622A_AM BD-AP PROVED OFFICE - 280,000 S.F. Synchro 8 Report Page 3 YEAR 2019 BUILD TRAFFIC VOLUMES - APPROVED AM 4: N. RIDGE STREET /KING STREET ROUTE 120A) 7/8/2015 Int Delay, s /veh 10.9 -: Volume exceeds capacity $: Delay exceeds 300s +: Computation Not Defined *: All major volume in platoon 14001622A_AMBD_APPROVED OFFICE - 280,000 S.F Synchro 8 Report Page 4 Vol, veh /h 44 0 215 0 0 0 0 637 198 175 1005 233 Conflicting Peds, # /hr 10 0 10 10 0 10 10 0 1.0 10 0 10 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - None - - None Free - None Storage Length - - 0 - - - - 0 0 - Veh in Median Storage, # - 0 - 0 0 - - 0 Grade, % - 0 - 0 - 0 - - 0 Peak Hour Factor 94 94 94 94 94 94 94 94 94 94 94 94 Heavy. Vehicles,. % 0 0 0 0 5 0 0 5 0 0 5 0 Mvmt Flow 47 0 229 0 0 0 0 678 211 186 1069 248 Conflicting Flow:All 2253 2377 698 1317 0 - 688 0 0 Stage 1 688 688 - - - Stage 2 1565 1689 - - - Critical Hdwy 6.4 6.5 6.2 4.1 4.1 Critical Hdwy Stg 1 5,4 5.5 - - - - Critical Hdwy Stg 2 5.4 5.5 - - Follow -up Hdwy 3,5 4 3.3 2,2 - 2,2 Pot Cap -1 Maneuver -46 35 444 532 0 916 Stage 1 503 450 - - 0 Stage 2 191 151 - - - 0 Platoon blocked, % Mov Cap -1 Maneuver -36 0 437 526 - 908 Mov Cap-2 Maneuver -36 0 - Stage 1 499 0 Stage 2 IN 0 - - HCM Control Delay, s 90.2 0 1.2 HCM LOS F Capacity (veh /h) 36 437 908 526 - HCM Lane V/C Ratio 13 0,523 0.205 - HCM Control Delay (s) $ 423.7 21.9 10 0 HCM Lane LOS F C A A HCM 95th %tile Q(veh) 4.9 3 0.8 - 0 -: Volume exceeds capacity $: Delay exceeds 300s +: Computation Not Defined *: All major volume in platoon 14001622A_AMBD_APPROVED OFFICE - 280,000 S.F Synchro 8 Report Page 4 YEAR 2019 BUILD TRAFFIC VOLUMES - APPROVED PM 3: KING STREET (120A) & SHERWOOD AVENUE 7/8/2015 Lane Configurations' Volume (vph) 1 0 25 24 0 61 111 590 1 17 877 35 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Lane Util, Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Ped Bike Factor Frt 0.869 0.903 0.995 Flt Protected 0.998 0.986 0.992 0.999 Satd. Flow (prot) 0 1569 0 0 1611 0 0 1795 0 0 1799 0 Flt Permitted 0.998 0.986 0.992 0.999 Satd, Flow (perm) 0 1569 0 0 1611 0 0 1795 0 0 1799 0 Link Speed (mph) 30 30 35 35 Link Distance (ft) 1016 1293 1477 1321 Travel Time (s) 23.1 29.4 28.8 25.7 Confl. Peds, ( # /hr) 10 10 10 10 10 10 10 10 Peak Hour Factor 0.84 0.84 0.84 0.84 0.84 0.84 0.84 0.84 0.84 0.84 0.84 0.84 Heavy Vehicles ( %) 5% 5% 5% 5% 5% 5% 5% 5% 5% 5% 5% 5% Adj. Flow (vph) 1 0 30 29 0 73 132 702 1 20 1044 42 Shared Lane Traffic ( %) Lane Group Flow (vph) 0 31 0 0 102 0 0 835 0 0 1106 0 Enter Blocked Intersection No No No No No No No No No No No No Lane Alignment Left Left Right Left Left Right Left Left Right Left Left Right Median Width(ft) 0 0 0 0 Link Offset(ft) 0 0 0 0 Crosswalk Width(ft) 16 16 16 16 Two way Left Turn Lane Headway Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Turning Speed (mph) 15 9 15 9 15 9 15 9 Sign Control Stop Stop Free Free Area Type: Other Control Type: Unsignalized Intersection Capacity Utilization 109,2% ICU Level of Service H Analysis Period (min) 15 14001622A_PM BD-APP ROVED OFFICE - 280,000 S..F. Synchro 8 Report Page 1 YEAR 2019 BUILD TRAFFIC VOLUMES - APPROVED PM 3: KING STREET (120A) & SHERWOOD AVENUE 7/8/2015 Int Delay, s /veh 19.6 -: Volume exceeds capacity $: Delay exceeds 300s +: Computation Not Defined *: All major volume in platoon 14001622A_PMBD_APPROVED OFFICE - 280,000 S..F Synchro 8 Report Page 2 Vol, veh/ 1 0 25 24 0 61 111 590 1 17 877 35 Conflicting Peds, # /hr 10 0 10 10 0 10 10 0 10 10 0 10 Sign Control Stop Stop Stop Stop 'Stop 'Stop Free Free Free Free Free Free RT Channelized None - - done None - None Storage Length - - - - - - - Veh in Median Storage, # 0 - - 0 - 0 0 Grade, % - 0 - - 0 - - 0 - 0 - Peak Hour Factor 84 84 84 84 84 84 84 84 84 84 84 84 Heavy Vehicles, % 5 5 5 5 5 5 5 5 5 5 5 5 Mvmt Flow 1 0 30 29 0 73 132 702 1 20 1044 42 mom M Conflicting Flow All 2129 2113 723 2107 2093 1085 1096 0 0 714 0 0 Stage 1 977 977 - 1115 1115 - - - - - Stage 2 1152 1136 - 992 978 - - - Critical Hdwy 7.15 6.55 6.25 7.15 6.55 6.25 4.15 4.15 Critical Hdwy Stg 1 6.15 5,55 - 6.15 5,55 - - - Critical Hdwy Stg 2 6.15 5.55 6.15 5.55 - - Follow -up Hdwy 3.545 4,045 3.345 3,545 4.045 3,345 2,245 - 2.245 Pot Cap -1 Maneuver 35 50 421 37 51 260 626 872 Stage 1 298 325 - 249 280 - - Stage 2 237 273 - 292 325 - - - Platoon blocked, % Mov Cap -1 Maneuver 17 30 414 -24 31 256 621 865 Mov Cap -2 Maneuver 17 30 -24 31 - - Stage 1 192 210 - 161 261 Stage 2 158 255 - 175 210 - - - r HCM Control Delay, s 24.2 $ 375.3 2 0.2 HCM LOS C F Min Jsuffi � W _ Capacity (veh /h) 865 218 69 621 HCM Lane V/C Ratio 0,023 - 0.142 1.467 0.213 - HCM Control Delay (s) 9.3 0 24.2$ 375.3 12.4 0 HCM Lane LOS A A C F B A HCM 95th %tile Q(veh) 0.1 - - 0 -5 8.5 0.8 - -: Volume exceeds capacity $: Delay exceeds 300s +: Computation Not Defined *: All major volume in platoon 14001622A_PMBD_APPROVED OFFICE - 280,000 S..F Synchro 8 Report Page 2 YEAR 2019 BUILD TRAFFIC VOLUMES - APPROVED PM 4: N. RIDGE STREET /KING STREET ROUTE 120A 7/8/2015 Analysis Period (min) 15 14001622A_PMBD_APPROVED OFFICE - 280,000 S..F. Synchro 8 Report Page 3 Lane Configurations Volume (vph) 36 0 273 0 0 0 0 873 330 249 613 157 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Lane Width (ft) 12 12 12 12 12 12 12 16 12 12 12 12 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Ped Bike Factor Frt 0.850 0.850 0.969 Flt Protected 0.950 0.950 Satd. Flow (prot) 1805 0 1615 0 0 0 0 2051 1615 1805 1771 0 Flt Permitted 0,950 0.950 Satd. Flow (perm) 1805 0 1615 0 0 0 0 2051 1615 1805 1771 0 Link Speed (mph) 35 35 35 35 Link Distance (ft) 1285 375 1472 292 Travel Time (s) 25:0 7.3 28.7 5.7 Confl. Peds. ( # /hr) 10 10 10 10 10 10 10 10 Peak Hour Factor 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 Heavy Vehicles ( %) 0% 0% 0% 0% 5% 0% 0% 5% 0% 0% 5% 0% Adj. Flow (vph) 38 0 284 0 0 0 0 909 344 259 639 164 Shared Lane Traffic ( %) Lane Group Flow (vph) 38 0 284 0 0 0 0 909 344 259 803 0 Enter Blocked Intersection No No No No No No No No No No No No Lane Alignment Left Left Right Left Left Right Left Left Right Left Left Right Median Width(ft) 12 12 12 12 Link Offset(ft) 0 0 0 0 Crosswalk Width(ft) 16 16 16 16 Two way Left Turn Lane Headway Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.85 1.00 1.00 1.00 1.00 Turning Speed (mph) 15 9 15 9 15 9 15 9 Sign Control Stop Stop Free Free Area Type: Other Control Type: Unsignalized Intersection Capacity Utilization 73.1 % ICU Level of Service D Analysis Period (min) 15 14001622A_PMBD_APPROVED OFFICE - 280,000 S..F. Synchro 8 Report Page 3 YEAR 2019 BUILD TRAFFIC VOLUMES - APPROVED PM 4: N. RIDGE STREET /KING STREET ROUTE 120A) 7/812015 Int Delay, s /veh 15 Capacity (veh /h) 34 322 745 - 821 HCM Lane V/C Ratio 1.103 0.883 0.348 - - HCM Control Delay (s) $ 364,5 61.5 12.4 - 0 HCM Lane LOS Vol, vehfh 36 0 273 0 0 0 0 873 330 249 613 157 Conflicting Peds, #Ihr 10 0 10 10 0 10 10 0 10 10 0 10 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized Bone - None Free - - None Storage Length - 0 - - - - 0 0 - - Veh in Median Storage, # - 0 - 0 0 - 0 Grade, % 0 - 0 - 0 - - 0 Peak Hour Factor 96 96 96 96 96 96 96 96 96 96 96 96 Heavy Vehicles, % 0 0 0 0 5 0 0 5 0 0 5 0 Mvmt Flow 38 0 284 0 0 0 0 909 344 259 639 164 Conflicting Flaw All 2158 2240 929 802 0 919 0 0 Stage 1 919 919 - - - - - Stage 2 1239 1321 - - - - Critical Hdwy 6.4 6.5 6.2 4.1 4.1 Critical Hdwy Stg 1 5,4 5.5 - - - _ Critical Hdwy Stg 2 5.4 5.5 - - - Follow -up Hdwy 3,5 4 33 2,2 - 2.2 Pot Cap -1 Maneuver 53 43 327 830 0 751 Stage 1 392 353 - - 0 - _ Stage 2 276 228 - - 0 - Platoon blocked, % Mov Cap -1 Maneuver -34 0 322 821 - 745 Mov Cap -2 Maneuver -34 0 - - _ _ Stage 1 389 0 - Stage 2 178 0 HCM Control Delay, s 96.8 0 3 HCM LOS F Capacity (veh /h) 34 322 745 - 821 HCM Lane V/C Ratio 1.103 0.883 0.348 - - HCM Control Delay (s) $ 364,5 61.5 12.4 - 0 HCM Lane LOS F F B - A HCM 95th %tile Q(veh) 4 8.2 1.6 - 0 -: Volume exceeds capacity $: Delay exceeds 300s +: Computation Not Defined ": All major volume in platoon 14001622A PMBD_APPROVED OFFICE - 280,000 S..F. Synchro 8 Report Page 4 YEAR 2019 BUILD TRAFFIC VOLUMES - PROPOSED AM 3: KING STREET 120A & SHERWOOD AVENUE 7/8/2015 Lane Configurations r 4 Volume (vph) 0 0 12 25 0 176 2 919 136 26 702 40 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 .1900 1900 1900 1900 Lane Util. Factor 1 -00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Ped Bike Factor Frt 0.865 0.882 0.983 0:993 Flt Protected 0.994 0.998 Satd, Flow (prot) 0 1565 0 0 1586 0 0 1779 0 0 1793 0 Flt Permitted 0.994 0.998 Satd. Flow (perm) 0 1565 0 0 1586 0 0 1779 0 0 1793 0 Link Speed (mph) 30 30 35 35 Link Distance (ft) 1016 1293 1477 1321 Travel Time (s) 23.1 29.4 28.8 25.7 Confl, Peds, ( # /hr) 10 10 10 10 10 10 10 10 Peak Hour Factor 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 Heavy Vehicles ( %) 5% 5% 5% 5% 5% 5% 5% 5% 5% 5% 5% 6% Adj. Flow (vph) 0 0 13 28 0 196 2 1021 151 29 780 44 Shared Lane Traffic ( %) Lane Group Flow (vph) 0 13 0 0 224 0 0 1174 0 0 853 0 Enter Blocked Intersection No No No No No No No No No No No No Lane Alignment Left Left Right Left Left Right Left Left Right Left Left Right Median Width(ft) 0 0 0 0 Link Offset(ft) 0 0 0 0 Crosswalk Width(ft) 16 16 16 16 Two way Left Turn Lane Headway Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Turning Speed (mph) 15 9 15 9 15 9 15 9 Sign Control Stop Stop Free Free CI . Area Type: Other Control Type: Unsignalized Intersection Capacity Utilization 86.0% ICU Level of Service E Analysis Period (min) 15 14001622A_AMBD_PROPOSED RESIDENTIAL -110 HOMES Synchro 8 Report Page 1 YEAR 2019 BUILD TRAFFIC VOLUMES - PROPOSED AM 3: KING STREET (120A) & SHERWOOD AVENUE 7/8/2015 Int Delay, s /veh 20.1 moyeW ri .EIS I Vol, veh /h 0 0 12 25 0 176 2 919 136 26 702 40 Conflicting Peds, # /hr 10 0 10 10 0 10 10 0 10 10 0 10 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - 5.55 None - - - - None 6.15 5.55 None - - None Storage Length - Follow -up Hdwy 3.545 4.045 3.345 3.545 4.045 3,345 2.245 2,245 - Pot Cap -1 Maneuver 38 Veh in Median Storage, # - 0 54 369 0 580 - Stage 1 0 281 - 0 365 Grade, % - 0 Stage 2 - 0 - 248 0 - - 0 - Peak Hour Factor 90 90 90 90 90 90 90 90 90 90 90 90 Heavy Vehicles, % 5 5 5 5 5 5 5 5 5 5 5 5 Mvmt Flow 0 0 13 28 0 196 2 1021 151 29 780 44 Conflicting Flow All 2079 2003 1117 1988 2057 822 834 0 0 1182 0 0 Stage 1111 1111 - 870 870 - - - - - - - Stage 2 968 892 - 1118 1187 - - - - - Critical Hdwy 7.15 6.55 6.25 7.15 6.55 6.25 4.15 - - 4.15 - Critical Hdwy Stg 1 615 5.55 - 6.15 5.55 - - - - - Critical Hdwy Stg 2 6.15 5.55 - 6.15 5.55 - - - - Follow -up Hdwy 3.545 4.045 3.345 3.545 4.045 3,345 2.245 2,245 - Pot Cap -1 Maneuver 38 59 249 45 54 369 786 580 - Stage 1 250 281 - 342 365 Stage 2 301 356 - 248 259 - - - - Platoon blocked, % - Mov Cap -1 Maneuver 16 52 245 39 48 363 779 - 575 Mov Cap -2 Maneuver 16 52 - 39 48 - - - Stage 1 246 276 336 328 - - - - - Stage 2 125 320 - 231 255 - 0.4 HCM Control Delay, s 20.5 200.8 0 HCM LOS C F Capacity (veh /h) 575 - 245 179 779 - HCM Lane V/C Ratio 0,05 - 0.054 1.248 0.003 - - HCM Control Delay (s) 11.6 0 20.5 200.8 9.6 0 HCM Lane LOS 8 A - C F A A HCM 95th %tile Q(veh) 0.2 - 0.2 12.3 0 - - 14001622A_AMBD_PROPOSED RESIDENTIAL - 110 HOMES Synchro 8 Report Page 2 YEAR 2019 BUILD TRAFFIC VOLUMES - PROPOSED AM 4: N. RIDGE STREET /KING STREET (ROUTE 120A) 7/8/2015 Lane Configurations r t r T Volume (vph) 44 0 215 0 0 0 0 648 204 175 909 233 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Lane Width (ft) 12 12 12 12 12 12 12 16 12 12 12 12 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Ped Bike Factor Frt 0.850 0.850 0.969 At Protected 0.950 0.950 Satd. Flow (prot) 1805 0 1615 0 0 0 0 2051 1615 1805 1771 0 Flt Permitted 0.950 0.950 Satd. Flow (perm) 1805 0 1615 0 0 0 0 2051 1615 1805 1771 0 Link Speed (mph) 35 35 35 35 Link Distance (ft) 1285 375 1472 292 Travel Time (s) 25.0 7.3 28.7 5.7 Confl. Peds. ( # /hr) 10 10 10 10 10 10 10 10 Peak Hour Factor 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 Heavy Vehicles ( %) 0% 0% 0% 0% 5% 0% 0% 5% 0% 0% 5% 0% Adj. Flow (vph) 47 „0 229 0 0 0 0 689 217 186 967 248 Shared Lane Traffic ( %) Lane Group Flow (vph) 47 0 229 0 0 0 0 689 217 186 1215 0 Enter Blocked Intersection No No No No No No No No No No No No Lane Alignment Le# Left Right Left Left Right Left Left Right Left Left Right Median Width(ft) 12 12 12 12 Link Offset(ft) �gt + 0 0 0 0 Crosswalk Width(ft) 16 16 16 16 Two way Left Turn Lane Headway Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.85 1.00 1.00 1.00 1.00 Turning Speed (mph) 15 9 15 9 15 9 15 9 Sign Control Stop Stop Free Free kj y3p {{ Area Type: Other Control Type: Unsignalized Intersection Capacity Utilization 72.2% ICU Level of Service C Analysis Period (min) 15 14001622A_AMBD_PROPOSED RESIDENTIAL -110 HOMES Synchro 8 Report Page 3 YEAR 2019 BUILD TRAFFIC VOLUMES - PROPOSED AM 4: N. RIDGE STREET /KING STREET ROUTE 120A 7/8/2015 n' Int Delay, s /veh 9.7 -: Volume exceeds capacity $: Delay exceeds 300s +: Computation Not Defined *: All major volume in platoon 14001622A_AMBD_PROPOSED RESIDENTIAL -110 HOMES Synchro 8 Report Page 4 0 0 648 204 175 909 233 Vol, veh/h 44 0 215 0 0 Conflicting Peds, # /hr 10 0 10 10 0 10 10 0 10 10 0 10 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized None None Free - None Storage Length - - 0 - - - 0 0 - Veh in Median Storage, # - 0 - 0 - 0 - - 0 Grade, % - 0 0 0 - - 0 - Peak Hour Factor 94 94 94 94 94 94 94 94 94 94 94 94 Heavy Vehicles, % 0 0 0 0 5 0 0 5 0 0 5 0 Mvmt Flow 47 0 229 0 0 0 0 689 217 186 967 248 2286 709 1215 0 - 699 0 0 Conflicting Flow All 2162 Stage 1 699 699 - - - Stage 2 1463 1587 " µ " Critical Hdwy 6.4 6.5 6.2 4.1 4.1 Critical Hdwy Stg 1 5.4 5.5 - - - Critical Hdwy Stg 2 5.4 5.5 - Follow -up Hdwy 3.5 4 3.3 W 2.2 4. - 2.2 Pot Cap -1 Maneuver 53 40 438 581 - 0 907 Stage 1 497 445 - : __ — .,�.._._ : =. -.._ - 0 - - Stage 2 215 170 0 Platoon blocked, % Mov Cap -1 Maneuver -41 0 431 ...... 575 899 Mov Cap -2 Maneuver -41 0 - Stage 1 493 0 - Stage 2 169 0 - - - _ 0 . 1.3 HCM Control Delay, s 76.3 HCM LOS F Capacity (veh /h) 41 431 899 - 575 HCM Lane V/C Ratio 1.142 0,531 0,207 - - - HCM Control Delay (s) $ 339.5 22.4 10 - 0 HCM Lane LOS F C B - A - HCM 95th %tile Q(veh) 4.6 3 0.8 - 0 -: Volume exceeds capacity $: Delay exceeds 300s +: Computation Not Defined *: All major volume in platoon 14001622A_AMBD_PROPOSED RESIDENTIAL -110 HOMES Synchro 8 Report Page 4 YEAR 2019 BUILD TRAFFIC VOLUMES - PROPOSED PM 3: KING STREET 120A) & SHERWOOD AVENUE 7/8/2015 A Lane Configurations +r + + Volume (vph) 1 0 25 24 0 61 111 596 1 17 812 35 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Lane Util, Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Ped Bike Factor Frt 0.869 0.903 0.994 Flt Protected 0.998 0.986 0.992 0.999 Satd. Flow (prot) 0 1569 0 0 1611 0 0 1795 0 0 1797 0 Flt Permitted 0.998 0.986 0.992 0.999 Satd. Flow (perm) 0 1569 0 0 1611 0 0 1795 0 0 1797 0 Link Speed (mph) 30 30 35 35 Link Distance (ft) 1016 1293 1477 1321 Travel Time (s) 23.1 29.4 28.8 25.7 Confl. Peds. ( # /hr) 10 10 10 10 10 10 10 10 Peak Hour Factor 0.84 0.84 0.84 0.84 0.84 0.84 0.84 0.84 0.84 0.84 0.84 0.84 Heavy Vehicles ( %) 5% 5% 5% 5% 5% 5% 5% 5% 5% 5% 5% 5% Adj. Flow (vph) 1 0 30 29 0 73 132 710 1 20 967 42 Shared Lane Traffic ( %) Lane Group Flow (vph) 0 31 0 0 102 0 0 843 0 0 1029 0 Enter Blocked Intersection No No No No No No No No No No No No Lane Alignment !Left Left Right Left Left Right Left Left Right Left Left Right Median Width(ft) 0 0 0 0 Link Offset(ft) 0 0 0 0 Crosswalk Width(ft) 16 16 16 16 Two way Left Turn Lane Headway Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Turning Speed (mph) 15 9 15 9 15 9 15 9 Sign Control Stop Stop Free Free Into: Area Type: Other Control Type: Unsignalized Intersection Capacity Utilization 106.1% ICU Level of Service G Analysis Period (min) 15 14001622A_PMBD_PROPOSED RESIDENTIAL - 110 HOMES Synchro 8 Report Page 1 YEAR 2019 BUILD TRAFFIC VOLUMES - PROPOSED PM 1 KING STREET (120A) & SHERWOOD AVENUE 71812015 IlAte -_ Int Delay, slveh 16.5 I Conflicting Flow All 2058 2043 730 2037 2023 61 111 596 1 17 812 35 Vol, veh/h 1 0 25 24 0 Conflicting Peds, #Ihr 10 0 10 10 0 10 10 0 10 10 0 10 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - 5.55 None 6.15 5.55 None - - None 3.545 - None Storage Length 4.045 3.345 2,245 2,245 - - 40 55 417 41 57 - - Veh in Median Storage, # Stage 1 0 323 - 0 304 - 0 - - Stage 2 0 297 Grade, % 290 0 - - 0 - - 0 - 0 - Peak Hour Factor 84 84 84 84 84 84 84 84 84 84 84 84 Heavy Vehicles, % 5 5 5 5 5 5 5 5 5 5 5 5 Mvmt Flow 1 0 30 29 0 73 132 710 1 20 967 42 I Conflicting Flow All 2058 2043 730 2037 2023 1008 1018 0 0 721 0 0 Stage 1 984 984 - 1038 1038 - - - - - Stage 2 1074 1059 - 999 985 - - - Critical Hdwy 7.15 6.55 6.25 7.15 6.55 6.25 4.15 4.15 Critical Hdwy Stg 1 6.15 5.55 - 6.15 5.55 - - - Critical Hdwy Stg 2 6.15 5.55 6.15 5.55 - - - Follow -up Hdwy 3.545 4.045 3.345 3,545 4.045 3.345 2,245 2,245 - Pot Cap -1 Maneuver 40 55 417 41 57 288 670 867 - Stage 1 295 323 - 275 304 - - - - Stage 2 263 297 - 290 322 - - Platoon blocked, % " Mov Cap -1 Maneuver 21 34 410 —27 36 283 664 860 - Mov Cap -2 Maneuver 21 34 - —27 36 - - - Stage1 196 215 - 183 285 Stage 2 184 279 - 179 214 HCM Control Delay, s 22.3 $ 303.1 1.8 02 HCM LOS C F Capacity (vehlh) 860 - - 239 77 664 - HCM Lane VIC Ratio 0.024 - - 0.13 1314 0,199 - - HCM Control Delay (s) 9.3 0 - 22.3$303.1 11.8 0 - HCM Lane LOS A A - C F B A HCM 95th %tile Q(veh) 0.1 - - 0.4 7.9 07 - - Volume exceeds capacity $: Delay exceeds 300s +: Computation Not Defined *: All major volume in platoon 14001622A_PMBD_PROPOSED RESIDENTIAL -110 HOMES Synchro 8 Report Page 2 YEAR 2019 BUILD TRAFFIC VOLUMES - PROPOSED PM 4: N RIDGE STREET /KING STREET ROUTE 120A) 7/8/2015 T 1 -WJ 4\ AMN Lane Configurations` Volume (vph) 36 0 273 0 0 0 0 785 286 249 621 157 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Lane Width (ft) 12 12 12 12 12 12 12 16 12 12 12 12 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Ped Bike Factor Frt 0.850 0.850 0.970 Flt Protected 0.950 0.950 Satd. Flow (prot) 1805 0 1615 0 0 0 0 2051 1615 1805 1772 0 Flt Permitted 0.950 0.950 Satd. Flow (perm) 1805 0 1615 0 0 0 0 2051 1615 1805 1772 0 Link Speed (mph) 35 35 35 35 Link Distance (ft) 1285 375 1472 292 Travel Time (s) 25.0 7.3 28.7 5.7 Confl. Peds. ( # /hr) 10 10 10 10 10 10 10 10 Peak Hour Factor 0:96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 Heavy Vehicles ( %) 0% 0% 0% 0% 5% 0% 0% 5% 0% 0% 5% 0% Adj. Flow (vph) 38 0 284 0 0 0 0 818 298 259 647 164 Shared Lane Traffic ( %) Lane Group Flow (vph) 38 0 284 0 0 0 0 818 298 259 811 0 Enter Blocked Intersection No No No No No No No No No No No No Lane Alignment Left Left Right Left Left Right Left Left Right Left Left Right Median Width(ft) 12 12 12 12 Link Offset(ft) 0 0 0 0 Crosswalk Width(ft) 16 16 16 16 Two way Left Turn Lane Headway Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.85 1.00 1.00 1.00 1.00 Tuming Speed (mph) 15 9 15 9 15 9 15 9 Sign Control Stop Stop Free Free Area Type: Other Control Type: Unsignalized Intersection Capacity Utilization 68.4% ICU Level of Service C Analysis Period (min)15 14001622A_PMBD_PROPOSED RESIDENTIAL - 110 HOMES Synchro 8 Report Page 3 YEAR 2019 BUILD TRAFFIC VOLUMES - PROPOSED PM 4: N. RIDGE STREET /KING STREET ROUTE 120A 7/812015 Int Delay, s /veh 11.6 14001622A_PMBD_PROPOSED RESIDENTIAL -110 HOMES Synchro 8 Report Page 4 Vol, veh/h 36 0 273 0 0 0 0 785 286 249 621 157 Conflicting Peds, # /hr 10 0 10 10 0 10 10 0 10 10 0 10 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - None None - Free - - None Storage Length - 0 - - 0 0 - - Veh in Median Storage, # 0 - 0 0 - - 0 - Grade, %: 0 - - 0 0 - - 0 - Peak Hour Factor 96 96 96 96 96 96 96 96 96 96 96 96 Heavy Vehicles, % 0 0 0 0 5 0 0 5 0 0 5 0 Mvmt Flow 38 0 284 0 0 0 0 818 298 259 647 164 Conflicting Flow All 2075 2157 838 810 0 - 828 0 0 Stage 828 828 - - - " Stage 2 1247 1329 - - Critical Hdwy 6.4 6.5 6.2 4.1 4.1 Critical Hdwy Stg 1 5,4 5,5 - - " Critical Hdwy Stg 2 5.4 5.5 - - - - Follow -up Hdwy 3.5 4 33 2.2 - 2.2 Pot Cap -1 Maneuver 60 48 369 825 0 812 Stage 1, 432 389 - - 0 _ _ Stage 2 273 226 - - 0 - Platoon blocked ,.. % Mov Cap -1 Maneuver 40 0 363 816 - 805 Mov Cap -2 Maneuver 40 0 - - - - - Stage 1 428 0 - - - - Stage 2 183 0 - - - - HCM Control Delay, s 70 0 2.8 HCM LOS F Capacity (veh /h) 40 363 805 - - 816 HCM Lane V/C Ratio 0.938 0.783 0.322 - - - HCM Control Delay (s) 2763 42.8 11.6 - - 0 - HCM Lane LOS F E B - - A HCM 95th %tile Q(veh) 3.6 6.5 1.4 - 0 14001622A_PMBD_PROPOSED RESIDENTIAL -110 HOMES Synchro 8 Report Page 4 Traffic Impact Study _V Sun Homes at Reckson Executive Park MASER MC Project No.: 14001622A C O B I Y l T 1 1 i P. 1, Appendix S UN HOMES A T RECKSON EXECUTI VE PARK APPENDIX E COUNT DATA O O O A m 0 o v v < P < V > V ^ 0 O ° A < A > n > m M W N V O O P I a' 1 b o(o o 0 0 0 0 0 o al a o Q xxxx000¢QQ «« N N J o o o o p o N M M A O O O N m co N 0 0 0 0 0 0 0 0 0 0 0 0 �I 4# w co O P 0^ N N N N F- Z Z m m o N co O O M O N M O O O 0 0 0 0 0 0 0 �� I, co c ' W W O N O J 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 01 O U o U O Lu CO C > V) p, W 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 J OBI O � w N > 2 Z Q W O = pp ^ m O N m. v Z. —' O M O O N M N� O O O O O O O O O O LO w aDi Ol 3 =� z U) O O oll N 0, 0 0 0 0 0 0 0 0 0 0 = NJ � m N m v M M Y Y w Z W uJ O O ,p 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 d COI O � r Z o r7 0 Q u u = W LU O V) LU m u7 ~ 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Q U)i O Q LU J z3 � J O O O O O O O O O O O O O O O O J IWI O Z Q O Q Q V u u w M N C` N O O N N 0 0 0 0 0 0 0 0 0 0 MI p, Z � � N N N Q W Z 06 ~ � W m N 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 NI O LU w O I.- N _ W O O N N 0 N 0 cc 0 0 0 0 0 cc Z0 N N N Y O u) O u-), p O O u2 O O u7 u� O h O h o m O . v, g (n m 1 M v o O O m Z O = n r� n v n W w In co 00 O, 0` O, P o o q O v O •- 7, I� n n OD W W W U U of CK O O O O S [6 O U Y o 0 0 0 0 0 0 0 0 0 0- 0 0 0 0 0 0 0 0 0 0 0- Y 0 a O i 2 2� a UO < < < < < < < < < < < < < < < < < < < < < a < < < < < < < < < < Q J Q Q8L2oug�o�o o g o g o�g 8 g"'M QM n f\ n n oD o0 ao 00 O� U C, U O 0 0 0 n n oD a0 00 c0 O� O� O� U O 0 0 0 n Q 0 0 0 0 0 O O 0 0 0 O O O O O O O 0 0 O O 0 0 0 -- 0 o O O O A m 0 o v v < P < V > V ^ 0 O ° A < A > n > m M W N V O O P I a' N V et U! Lo O O (,0 r- 0) N M 0_0 0 )o L(n) rl O Lo � 00 d N N Cl) Lo 't 0) V Ln M Q � N Cl) Cl) V V A V Cl) r7i N N Lr) N-) r d' r M N M CO L M � r r f60 Nr,. LOCO NM�pN 0LOO r°- toLo00001-1- �rMLO(Dr- Ln(D W)(i°]N V V 00 M,::�(O N Lo r- OD OD 00 rn Q r I C00000 OOOolo 00000000000 Ly 7 I �T c I 0 E— OQtt✓rCp O(OM M00000 V NO 'q v00)M m(ON r N LL J r r M M 0 N N N d' N N N N t o A N� N cc) r i C QI Lop (O f�0)O co M to to (OM (OM Lo N LoM O Q r N N 00 N M N r O r N N� Q) 0 N N O � r tb y-+ 0r-W q W O O 0LoM MW r,- LO (D V OML(7 f�N(00 I�Q)W(O� to ID iflm 0MLo 0 ,rrr rrr r r 'a r0 Y+ Q Q � N , = N N �� a- `OOOOO 00000 00000oo0000 U-) N o p Vi L ~ Q } L co o6' o (� �. Z U) a cn �_ wL 2eT c4 V 00 r MMO V O Mr to MAN LO NOrr- O Q Z r- r�ZllJ rrrNh MvMNM NrN V(�N� 0r� U L- 0 i M o o mop N m iC O Q Z d ` O (p O m M Lo t-- -- O r- V N M O Lo (T LO N 00 C o �7 H G � tl- (B D L LL (n (n 0 f0 V'N r- LO W wrCff LO D)N'q vr-Lo MM V N 0 O (D .V- V LO O -- -.N O O{ Oj N _. N Ln V fM M r O) U Q ` 0 0 0 0 0 0 0 0 0 0 00000000000 F7 Z) C O 7Z O 0 .L.. O ` (D n Lo! O) 0) O Lry Lo 0) Lo 00 00 cO O (O. V LO V O 0LL L OOMMN � OLoO�I) Lb cO a2,o c6 NLo V MN F-- rrr rrr SOD L OO LO (D c N00 (O DSO Or:(O N(D r-Cy OhOr r NrN 1` NNrr co Nr 0) "iLO O L()r cn W) N r r Om QQQQ O QQQQ N O No 1.N.r QQ OL.o p)`i� N 0)-"y�N0 to N U U O Lo O Lo OrM� 1` N O Lo O m OrM'Yt O to F- `+ 0r-0 J J m m 7 7 f� r- r4 Q 00 00 00 oop a0 0) O C CL �' a E 0000 OOOO` OO o O F �Q o 0O0 I- V NMI� MI�r V -t(D Lo (O Lo (C N O CD 010 F7 in j =5 0 N o" O (D M 0) 00 rN LL) M M N [V r C 00000 gr (nLF7 o c o� oZ m L E d 2 L O ` Qr Lo M Lo SILL C MN(oLor- (O �am - r r r LO M � (0 O C L .O 'p)(O O N op (D OrNNN00 LL-. Q[0 O O O O co 2.s<<< HLL OLo Oio =3 �.V) �MOr O mui OOOQ N Q O � 7 7 Y Y (0 (U N tU as L r-- 0) co M N N N M r- (D 00 O r oo r (D 00 N r 1` N �M�(Y)00 N r C9 Q E 000000a O F o c �I a =U) o s Ott WI�MMrLoM NM It N�jO 0U- J Z TOVV(D Nr -(00014 O �vrn rGO -(COO (D C 00000 gr (nLF7 o c o� oZ m L E d 2 L O ` Qr Lo M Lo SILL C MN(oLor- (O �am - r r r LO M � (0 O C L .O 'p)(O O N op (D OrNNN00 LL-. Q[0 O O O O co 2.s<<< HLL OLo Oio =3 �.V) �MOr O mui OOOQ N Q O � 7 7 Y Y (0 (U N tU as G rl 0 mI a O a < N Q¢ x x x x x x x Q Q Q « Q N o m O O O o 0 0 0 0 0 0 10 0 o^ cc N 0 0 0 0 0 0 0 0 0 0 _ 00 0 N C4 �a O v o O lol N rvi. M N 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 �I O O # w co O r o - -, � Z F _ � WCo w O w M O O O co M O O O O O O O O O O ^� x N LM W w � N O J 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 CI O O p N U O W p. W O o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 J P1 O O w ca z O 0 w N W = O D Z o, N O, L Lo N 0, N Ol < := 00 M M � a — o O M 0o 0 0 0 0 0 0 0 0 0 0 OBI � 01 0-- ,n O O z ^ > Y Y w Q Q Z z W W O o .o a o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 CL 'ol 0 0 � r pz o 0 Qu W W � Yw W m {A Q O o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Q hl 0 0 C ~ = N W J O CIL LU 3 J 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 J silo O, Q Q a u u V) ^ M N °� °� ooN� ° °000000000o chiVno0% O w 0 W Z Z Z p N 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 NI O O off$ W co O h W ,nom V p ,.. co rn 0 0 co O, V o 0 0 0 0 0 Z Y :2 :E 2 2 2 Q < � , < z O u) 2 O (n ` � 0 o o 0 � 0'o 0 o m o o o 0 O M z O = n n w 00 o6 00 6. o: n o, - O, o o O o r n 00 00 00 00 T o; U o. O O O O x 0 Ol o° O U S4 o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 r Y P < O LL- < LU i a a X < < < < < < < < < < < < < < < < < < < < < < < < < < < < < < < < < w J S o u� p o h p o u7 0 10 o v o u) 0 h o� u) o u-) o u� 0 Lo g o r Mv, S r> v, o m v o Q h Q Q > v O M O ch v, o— M M v 00 00 00 0, o1 o 0 0 0 0 0 0 r, r, 00 00 00 0 c, 0 o; o o" O o, o o 0 0 0 r, 1, r, � 0 0 0 0 0 0 0 0 0 0 0 0 0 o 0 0 010 0 0 0 0 O O O A rn O < ao a .o < V > V O O A < A > > a O V M O 0 0 o n P v a o v> v < co M v < V > V N O n < n > > N V O O O �' U 'o N a 0 0 0 0 0 0 0 dl Q u] 00 O O M cQ O Q N Q Q x x x x x i Q Q¢ Q Q Q Q N M. o 0 0 0 0 0 0 0 0 0 o S O ov o 0 O O,0 N M M 0 0 0 0 0 0 0 0 0 0 � N N O O 0 N N'. m co N CO m 0 0 0 0 0 0 0 0 0 0 N h Dp O Cl) � d H Z W= O O� m O O 0 O M 0 0 0 0 0 0 0 0 0 0 ^I H N W u, O " w N O^ J 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 O^I O O N U O wC C i' p. co ' O O N M 0 0 0 0 0 0 0 0 0 0 J al `o W m W N z ~ O N O = 7 O2 = co � ? N O O O O O O O O O O 001 MQ -0 Uj to > J O , O OZn �OON�MM0000000000 SI�INU1' '- Y he Z LU LU .p 4 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0. COI O O 0 0 r V = 0 0 i Yw F 0 W W Q 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 W Q LOI 0 0 0 H O N W 3 LU 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 � �I O O 0 _j Q Q LU ^ M 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 MI 0 0 Q W Z Z V) W m N h O W p .- 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 —100 Z a a d d a a Q d a d d a a d a a :D d D 0�20Lo0 0-) � g � �o S_° 020 S _ OS Z O 2 Imo. � n c0 cD c0 c0 P Ol U O, O' O O O r- h . n W W W oD D, P O, O O O O O O O 0 0 0 0 0 0 0 0 — ,— 0 0 0 0 0 0 0 0 0 0 0 Y O N � Q Q u a O LU EL i a X d d a a a d d d a d d d a d a' a d a Q a d a a d d d d d a d d d d ,,, OJ Q Q oo n o g o g o cm n g o M g o n o n o S o S o n a> v o c!) v m re v, Q S A 0 0 0 0 C) 0 0 0 0 0 0 0 0 0 O 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0' 0 0 o n P v a o v> v < co M v < V > V N O n < n > > N V O O O