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Home My WebLink AboutConsultant Review - 1003 OSGOOD STREET 6/16/2010 (2) DJK' Dermot J. Kelly Associates, Inc. MEMORANDUM UUM TO: Mr. John T' Srnolak FIR M. Ca rr°neat J. really. 13E, PTOE Srnolak& Vaughan I..J-P DJK Associates, Inc. 21 High Street 280 Main St., Ste, 204 North Andover, MA 01545 North Reading, MA 01864' SL,FUJECMT: Trip t3eneratiora Study FIEF: 504 1003 Osgood Street North Andover, MBA DATE: June 16, 2010 INTRODUCTION DJK Associates, Inc. has conducted a Traffic Generation Study for the proposed construction and renovation of 25,000 square feet (SF) of gross floor space dedicated to Restaurant, Detail and Office land uses. The project consists of the construction of a new building containing 21,000 SF and the renovation and relocation of an existing on site barn which would contain 4,000 SF. The existing residential structure located on site would be demolished, host construction the project would consist of 7,000 SF of gross floor space dedicated to a restaurant use, 7,000 SF of gross floor space dedicated to specialty retail and 11,000 SF of gross floor space dedicated to office use. "rho new building would contain all three different land uses each consisting of 7,000 SF and the renovated barn would consist of 4,000 SF dedicate to office use The project parcel is located at 1003 Osgood Street (Route 125/133) in hlorth Andover Massachusetts. The proposed project is located adjacent to and Southwest of 1005-1025 Osgood Street on the southerly side of Osgood Street. Two driveways for access to and egress from the site are planned to consist of a new driveway located along the westerly side of the parcel and a common driveway located along the easterly side of the parcel. The common driveway is existing and it will be shared with the adjacent retail/office facility, Great Fond Crossing located at 1005-1025 Osgood Street. The common driveway is located on both the 1003 Osgood Street parcel and the 1005-1025 Osgood Street parcel_ A total of approximately 100 parking spaces are currently proposed to be located on site. SITE-GENERATED TRAFFIC VOL!LME "traffic volumes generated by commercial r-estaurant/retail/office development projects normally follow well established patterns with respect to magnitude and temporal distribution. Measurements of numerous such developments conducted by the Institute of 'Transportation Engineers (ITE) have established trip generation rates which have been standardized for analysis purposes. The rates at which commercial projects generate vehicle-trips depend on the type of commercial project, i.e., restaurant versus specialty retail versus office development DJKDermot J. belly Associates, Inc. Mr, John Smolak ,Juno 16. 2O10 Page 2 projects. Accordingly, the ITE Trip Generation Manual was researched With the appropriate vehicle-trip gener°anon characteristics applied to the proposed project, Based on the Institute of Transportation Engineers (ITE) trip generation rates, it is anticipated that It le 25,000 SF corrlmercial development project would generate approximately 1,206 vehicle-trips per day. This daily volurrie would be split evenly with 603 vehicle-trips enterff ig and 603 vehicle-trips exiting the site over the course of the entire 24-hour day More iinportantly, during the Weekday morning peak hour, the proposed development project would generate a total of 90 vehicle-tripes with 53 vehicle-trips entering and 36 vehicle-. trips exiting the project site. Similarly, dUrirtg the evening peak hour, the project would generate 120 vph, 59 vph entering and 61 vph exiting, 'The remaining vehicle-trips would occur over the course of the day, I able 1 Summarizes the peak hour and deafly project-generated traffic volumes for,the entire project. TABLE 1 VEHICLE-TRIP GENERATION SUMMARY� Misr•, Tota! Turnover Specialty Total Trips (Site Down) Retail Internal ,Along Time Period/ Restaurant Center Office Trips Osgood Cirec°tion ref Tr_ vet. ._...-. ._ . �f9gq. `� T qOO SF 11,000 SP 25,000 aP...._-... Street Weekday Morning Peak Hour: Entering (vph)b 42 N A. 16 60 53 fxitin v 11) 39 N.A. 2 41 3 Total(vph) 61 I .A. 20 101 90 Weekday Evening Peak flour: Entering(vph) 46 17 3 66 59 Exitin vq 32 21 16 69 661 Total (vph) 7£1 38 19 135 120 Average Daily Traffic(AD T): Entering (vpd) 445 169 64 676 603 K-x firtq,JypM 445 169 64 678 603 Total(vpd 690 336 126 1,3x4 1,206 "Source.Institute of Transportation Engineers(rrE)Land Use Code(LUC)932 Hugh-Turnover(Site-Clown)Restaurant at 7,000 SF plus LUG 814 Specialty Retail Center at 7,000 SF plus LUC 715 Single Tenant Office at 11,000 SF,Washington, DC 8"'Edition, 2008, An average internal multipurpose trip rate of 11%was assumed between the restaurant. retail,and office land uses based on the average internal multi-purpose trip rates for retail and office land uses as published in the ITE Trip generation Handbook Washington,DC,Second Edition 2004 ur vph vehicle trips per hour. vpd=vehicle-trips per day 804-Meml docx:6116/10 uom C I errnot J. Belly Associates, Inc. Mr'. John Srnolak ,June 16, 2010 Pago 2 projects. Accordingly, the I°tE Trip Generation Manual Was researched With they appropriate vehicle trip veneration characteristics applied to the proposed project. Based on tI)e Institute of Transportation Engineers (IT E) trip generation rates, it is anticipated t1rat the 25,000 SF cofnmercial restaurant/retail/office development project Would generate approximately 1,206 vehicle-trips par day. This daily volUrne Would he split evenly With 603 vet°licle4rips entering and 603 vehicle-trips exiting Oie site over the course of the entire 24-hour day. More Importantly, during the, Weekday morning peak hour, fhe proposed development project Would venerate a total of 90 vehicle-trips With 53 vehicle:-trips entering and 36 vehicle- trips exiting the project site. Similarly, during the evening peace hour, the project Would generate 120 vph, 59 vph entering and 61 vph exiting. The remaining vehicle-tfips Would oCCUr over the cool°se of the day, Table 1 sumrnarizes the pear-hour and daily project-generated traffic volumes for the entire project. TABLE 1 VEHICLE-TRIP GENERATION SUMMARY Y a High- Total 7""'urnover° Specialty Total Trio (Site Down) Retail Internal ,Alone Time Periodl Restaurant Center Office Trips Osgood Direction of Travel: .___ ....._ TI�C►0, �. _. .. 7, qO SF 11,000 of.._.__..25,000 SF ..__....._,street. Weekday Morning Perak Motor: Entering(vph)" 42 N,X 16 60 53 Exitin vph 39 N.A. 2 4, 11 36 Total(vph) 81 N.A. 20 101 90 Weekday Evening Peak Hour: Entering(vph) 46 17 3 66 59 Exiting f vra1�f 32 21 16 69 61 Total (vph) '16 36 19 135 120 Average Gaily Traffic(AD T): Entering (vpd)` 445 160 64 67€3 603 Exikinel..(YPA) 445 169 64 678 603 Total(vl)d) 890 336 126 1,354 1,206 "Source:Institute of Transportation Fngineers(ITF)Land Use Code(LUC)932 hligh-"turnover(Site-flown)Restaurant at 7,000 Sr plus LUC 1314 Specialty ROM Center at 7.000 SF plus LUC 715 Single'tenant Office,at 11.000 SF,Washington, DC 0"'Edition. 2008 An average internal multipurpose trip rate of 11°/,was assumed between the restaurant, retail,and office land uses based on the average internal multi-purpose trip rates for retail and office land uses as published in the ITC Trip Generation Handbook. Washington,DC,Second Edition 2004. vph vehicle-trips per hour. °vpd=vehicle trips per day 804-Mery l.doex:6/16110 K " not „I, belly Associates Inc. L)er _ Mr. ,Jahn Smolak ,Jung: 16, 2010 Pale 2 projects, Accordingly, the ITT 'Trip Generation Manual was researched with they appropriate vehicle-trip generation characteristics applied to the proposed project. Bauer or i the Institute of "1°ransport atpon Engineers (1FTE) trip generation rates, it is anticipated that the 25,000 SF Gor^nnnorcial restaurant/retail/office developrient project would generate approximately 1,206 vehicle-trips per day. This daily volume would he split evenly with 603 vet°ric;le-trips entering and 603 ve.l°Belle-trips exiting the site over the course of the entire 24-hoLir day, More importantly, during the weekday morning peak hour, the proposed development project would venerate a total of 90 vehicle-trips with 53 vehicle-trips entering and 36 vehicle- trips exiting the project site. Similarly, during the evening peak hour, the project would generate 120 vph, 59 vpf) entering and 61 vph exiting. "f'he remaining vehicle-trips would occur over the course of the day. Table 1 Summarizes the peak-hour and daily project-generated traffic volumes for the entire project. TABLE i VEHICLE-TRIP GENERATION SUMMARY a !liryh Tota°a! Turnover Specialty Total Trips (Site Down) Retail Internal ,Along Time Period/ Restaurant Center Office Trips Osgood Direction of Travel' Sl If,000 Sl" 2<,000 SF Street Weekday Morning Peak Hour. Entering (vph)`' 42 N.A. 16 60 53 Exrti0c_(vpt1) 39 N.A. 2 41 36 Total (vph) 0 N.A 20 101 90 Weekday Evening Peak Hour: Entering (vph) 46 17 3 66 59 C_xitingLfMp ) 32 21 16 69 61 Total(vph) 78 36 19 135 120 "rage Daily Traffic(rADT): Entering (vpd)` 445 169 64 6711 603 xiting„(vpr)J 44445 169 6644 678 6`0 Total(vpd) 690 336 126 1,354 1,206 Source:Institute of Transportation Engineers(ITE)Land use Code(LUC)931 High-1°urnover(Site-Down)Restaurant at 7,000 SF plus LUC 614 Specialty Retail Center at 7 000 sr plus LUC 715 Single T'erant Office at 11.000 SF,Washington, DC.6"'Edition, 2006 An average internal multipurpose trip rate of 11%was assumed between the restaurant, retail,and office land uses based on the average internal multipurpose trip rates for retail and office land rases as published in the ITE Trip Generation Handbook. Washington,DC,Second Edition 2004. a vph vehicle-trips per hour. vpd=vehicle-trips per day 604-Merit.dom 6116110 EXHIBIT C WATER QUALITY CERTIFCATIONS AND ANALYSES Site Plan Review,Watershed and Common Driveway Special Permits Memorandum -- Planning Board 16 EXHIBIT D SITE, LANDSCAPE AND ARCHITECTURAL PLANS Site Plan Review,Watershed and Common Driveway Special Permits Memorandum -- Planning Board 17 EXHIBIT D SITE, LANDSCAPE AND ARCHITECTURAL PLANS Site Plan Review,Watershed and Common Driveway Special Permits Memorandum -- Planning Board 17 /✓,r rr, rrrrr/g// ,�� r„ w A ,� ` r � s",b�re. .�_.�� k + P .. I � .._ :.._ � OVddVV trvv 6a��'dl�� 6�e�t®��b 14,d dr.�wlE� 1'�llidl4'i�lk° Osgood SUM �vluihi�l^vr��hilcilslnC. North Andover, MA February 24, 2009 97s I362SOo ff r ,t i Perspective Drawing \Kugel Archit[c l5 Inc. Osgood S1,l,eCL Ilau�ird �hv �� J'ebrjmry 24, 2009 078 i y6,2800 North Andover, NIA F-Ti Site Plan Osgood SLrect Maugel Ai I(I I oe North Andover, 14A February 2 �UWA 4 () 8�156.2800, 2009 �7