Traffic Impact Study
Adams Morgan Historic Hotel Washington, D.C.
Prepared for: Adams Morgan Hotel Owner LLC On Behalf of: Sydell Group Ltd., Foxhall Partners and Friedman-Capital Advisors, LLC
·Final Update August 16, 2012
©Kimley-Hom and Associates, Inc. 2012
ZONING COMMISSION District of Columbia ZONING COMMISSION Case No. 11-17 District of Columbia CASE NO.11-17 34C1 EXHIBIT NO.34C1 Traffic Impact Study
Adams Morgan Historic Hotel Washington, D.C.
Adams Morgan Hotel Owner LLC On Behalf of: Sydell Group Ltd., Foxhall Partners and Friedman-Capital Advisors, LLC
Final Update August 16, 2012
©Kimley-Horn and Associates, Inc. 2012
This document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by Kimley Horn and Associates, Inc. shall be without liability to Kimley-Horn and Associates, Inc.
ZONING COMMISSION District of Columbia
Case No. 11-17 34C1 Table of Contents
INTRODUCTION ...... 1 EXECUTIVE SUMMARY ...... 3 AREA TRANSPORTATION SYSTEM ...... •...... 4 Existing Area Streets ...... 4 Existing Area Transit Service ...... 5 Crash History ...... 8 Future Transportation Improvements ...... 9 DESCRIPTION OF PROPOSED DEVELOPMENT ...... 11 Location ...... ·. 11 Vehicle Access ...... 11 Valet and Taxi Staging ...... 12 Tour Bus Circulation ...... 12 Construction Traffic ...... : ...... 12 Parking ...... 13 TRAFFIC VOLUMES ...... 14 Existing Traffic Volumes ...... 16 Background Traffic Volumes ...... 20 Site Generated Traffic Volumes ...... 25 Total Future Traffic Volumes ...... 28 ASSESSMENT OF TRAFFIC CONDITIONS ...... 31 Intersection Capacity Analyses ...... 31 Pedestrian Impact ...... 33 Transportation Demand Management Plan ...... 33 Truck Management Plan ...... 35 CONCLUSIONS ...... 38
APPENDIX
ZONING COMMISSION District of Columbia
Case No. 11-17 34C1 List of Figures
Figure 1: Site Location Map ...... 2 Figure 2: Existing Bus Stop Locations ...... 7 Figure 3: Existing Lane Designations ...... 15 Figure 4: Raw Peak Hour Traffic Volumes ...... 17 Figure 5: Adjusted 2012 Existing Peak Hour Traffic Volumes ...... 18 Figure 6: Existing Peak Hour Pedestrian Volumes ...... 19 Figure 7: 2015 Base Peak Hour Traffic Volumes ...... 21 Figure 8: Approved and Unbuilt Peak Hour Traffic Volumes ...... 23 Figure 9: 2015 Background Peak Hour Traffic Volumes ...... 24 Figure 10: Site Generated Peak Hour Traffic Volumes ...... 29 Figure 11: Total Future Peak Hour Traffic Volumes ...... 30
ZONING COMMISSION District of Columbia
u Case No. 11-17 34C1 List of Tables
Table I: Reported Collisions by Year ...... 8 Table 2: Contributing Factor in Reported Collisions ...... 8 Table 3: Type of Reported Collisions ...... 9 Table 4: Peak Hour Trips- The Adams Morgan Historic Hotel ...... 22 Table 5: Trip Generation Rates- The Adams Morgan Historic Hotel...... 26 Table 6: Peak Hour Trips- The Adams Morgan Historic Hotel ...... 27 Table 7: Distribution of the Adams Morgan ...... 28 Table 8: Level of Service Range of Delay ...... 31 Table 9: Level of Service Summary at Study Intersections ...... 32
ZONING COMMISSION District of Columbia
Case No. 11-17 lll 34C1 INTRODUCTION
This report presents the results of a traffic impact study for the proposed Adams Morgan Historic Hotel in northwest Washington, D.C. This represents an updated report prepared in response to comments received from the District Department of Transportation (DDOT) on June 28, 2012.
The site is located on the parcels for 1770 Euclid Street and for 2390 Champlain Street, along the south side of Euclid Street NW just east of 18th Street NW. It is bordered by Euclid Street NW to the north, the alley behind 18th Street NW to the west, and Champlain Street NW to the east. The property currently contains First Church of Christ, Scientist, a Christian Science church: The site location is shown on Figure 1. The proposed hotel includes approximately 227 hotel rooms, an approximately 4,245 square foot restaurant, approximately 6,325 square feet of bar space, an approximately 10,333 square foot health club, and approximately 8,011 square feet of meeting space. It also includes approximately 4,630 square feet of community meeting space which is provided for community events that take place during non-peak periods.
The following traffic study was prepared to satisfy the traffic requirements associated with the Planned Unit Development (PUD) submittal to the Zoning Commission for the Adams Morgan Historic Hotel and is in accordance with direction provided by DDOT.
The following sections of this report describe the area transportation system, existing traffic volumes, the calculation of background traffic volumes, and the traffic impact of the proposed hotel.
ZONING COMMISSION District of Columbia 1 Case No. 11-17 34C1 NOT TO SCALE
Copyright AOC The Map People Permitted Use Number 20912196 Site Location Map Figure ~ ..~ Kimley-Horn ~ and Associates, Inc...... _ ..r Adams Morgan Historic Hotel ZONING COMMISSION District of Columbia Washington, DC 1 KHA Project # 11 0303000 Page2 Case No. 11-17 34C1 EXECUTIVE SUMMARY
As a result of this study, it is concluded that the area intersections will all operate at satisfactory conditions with the Adams Morgan Historic Hotel in place. The proposed hotel will have a negligible effect on the area intersections.
The site and the surrounding area are well served by transit via Metrorail and Metrobus. Pedestrian connections in the area are well established. As a result, there will be ample opportunities for travel by alternatives to the automobile.
The parking spaces provided onsite for the uses within the project meet the requirements set forth in the Zoning Regulations. The onsite parking meets the zoning and the practical requirements of the proposed hotel.
A Transportation Demand Management (TDM) program will be implemented as part of this project to encourage travel by alternatives to the automobile. This will include transit encouragement strategies, bicycle programs, a hotel van, parking pricing strategies, and performance evaluation. The TDM is included in this report and as a separate document in the Appendix.
A Truck Management Plan will also be implemented as part of this project to manage trucks and I loading. The number of loading docks that will be provided will be sufficient to support the needs of the proposed hotel The Truck Management Plan is included in this report and as a separate document in the Appendix.
ZONING COMMISSION District of Columbia 3 Case No. 11-17 34C1 AREA TRANSPORTATION SYSTEM
Existing Area Streets
1 Streets considered in this study inc~ude 18 h Street I Adams Mill Road, Columbia Road, Euclid Street, Champlain Street, Ontario Road, and Kalorama Road. A brief description of the area street system follows: llfh Street /Adams Mill Road- This north-south arterial serves as a commuter route for people commuting to the vicinity of Adams Morgan and destinations to the south. In the vicinity of the site, 18th Street /Adams Mill Road was previously a four-lane cross-section with on-street parking and sidewalks on both sides and is now under construction. Construction is underway to convert this roadway to a two lane cross section with a striped median. The study intersection of 18th Street /Adams Mill Road and Columbia Road is signalized
Columbia Road- This arterial, which is oriented southwest-northeast, serves as a commuter route, and has a three-lane cross section with a center tum lane and on-street parking and sidewalks on both sides. The study intersections of (1) 18th Street /Adams Mill Road and Columbia Road and (2) Ontario Road and Columbia Road are signalized. The study intersections of (1) Euclid Street and Columbia Road and (2) Champlain Street and Columbia Road are stop controlled, with the Champlain Street approach being stop controlled.
Euclid Street - This local east-west street begins at Columbia Road and continues to the east to provide access out of the Adams Morgan area. It is a one-way street heading east from Columbia Road to Ontario Road. East of Ontario Road, it has a two-way, two lane cross section. Throughout the study area Euclid Street has on-street parking and sidewalks on both the north and south sides. The study intersection of Euclid Street and Columbia Road is unsignalized, with none of the approaches being stop controlled due to the one-way nature of Euclid Street. The study intersections of Euclid Street with Champlain Street and with Ontario Road are unsignalized, with all approaches stop controlled.
Champlain Street- This local north-south street provides north-south access within the study ' area. In the vicinity of the site, Champlain Street has a two-lane cross section with on-street parking and sidewalks on both sides. The study intersection of Champlain Street and Columbia
ZONING COMMISSION 4 District of Columbia Case No. 11-17 34C1 Road is stop controlled, with the Champlain Street approach stop controlled. The study intersection of Euclid Street and Champlain Street is unsignalized, with all approaches stop controlled.
Ontario Road- This local north-south street has a two-lane cross section with the exception of between Columbia Road and Euclid Street, where Ontario Road operates one-way northbound and has a one-lane cross section. This street has on-street parking and sidewalks on both the east and west sides. The study intersection of Ontario Road and Columbia Road is signalized. The study intersection of Ontario Road and Euclid Street is unsignalized.
Kalorama Road- This is a local east-west street that is located south of the property. It has an offset intersection with Champlain Street. The north and south legs of Kalorama Road extend east and west respectively from Champlain Street. Both intersections are unsignalized.
Existing Area Transit Service
Existing transit service in the stUdy area includes Metrorail and Metrobus service. The nearest Metrorail station, the Woodley Park-Zoo Station on the Red Line, is approximately 0.6 miles west of the site. The Columbia Heights Station on the GreenlY ellow Line is approximately 0. 7 miles northeast of the site.
Metrobus service along 18th Street /Adams Mill Road is provided by the U Street-Garfield Line (Route 90, n, and 93), the East Capitol Street-Cardozo Line (Route 96), the Connecticut A venue Line (Route L2), and the Benning Road Line (Route X3). These bus lines provide access to many Metrorail stations as well as many other bus lines, effectively providing access through the metropolitan area. These bus lines operate on weekdays, weekends, and holidays running up to 24 hours a day with regular headways.
Metrobus service along Columbia Road is provided by the Mount Pleasant Line (Route 42 and 43), the Brookland-Potomac Park Line (Route Hl) and the DC Circulator. These bus lines provide access to many Metrorail stations as well as many other bus lines, effectively providing access through the metropolitan area. These bus lines operate on weekdays, weekends, and holidays running up to 24 hours a day with regular headways.
ZONING COMMISSION 5 District of Columbia Case No. 11-17 34C1 There are numerous Metrobus and Circulator bus stops within 100 feet of the site. The bus stops along 18th Street I Adams Mill Road in the study area at the following locations: • 100 feet north of the northeast corner of 18th Street/Adams Mill Road and Columbia Road (recently moved to this location) • Southwest corner of 18th Street/Adams Mill Road and Columbia Road
The bus stops along Columbia Road in the study area at the following locations: • Northeast corner of Columbia Road and 18th Street /Adams Mill Road • Southwest corner of Columbia Road and 18th Street /Adams Mill Road • Northeast comer of Columbia Road and Ontario Road • Southwest corner of Columbia Road and Ontario Road
Figure 2 shows the existing bus stop locations at the study area intersections.
ZONING COMMISSION District of Columbia 6 Case No. 11-17 34C1 NOT TO SCALE
80, 92, 93, D 96. L2. XJ .·· ··.. Eudid Street NW :··· ••.• •.. ..·· ··. ....· ~: : :: ~ '0 ~ !C/J a:: 0 c: ·c: 90, 92,930 1ii tO 96, L2. ll3 'E 1 0 t5 ..... ··.. Kalorama '·· ... .·. Legend:
Kaforama ..·· ··\ O -Bus Stop RoadNW •...... D -Bus Stop with Shelter
Existing Bus Stop Locations Figure Jllllll"'"' ~ r-. Kimle y-Horn IIIII.... ~ ~ and Associates, Inc. r Adams Morgan Historic Hotel ZONING COMMISSION District of Columbia Washington, DC 2 KHA Project t# 110303000 Page ? Case No. 11-17 34C1 Crash History
The crash history at the study area intersections between 2008 and 2011 is summarized in Table 1 (by year), Table 2 (by contribution factor), and Table 3 (by collision type).
Table 1: Reported Collisions by Year
OQ Q ,..... Intersection = 8 Q sQ =M M --=M M f-1 18th St. and Adams Mill Rd. 32 36 29 27 124
Columbia Rd. and Champlain St. 6 .)" 6 1 16 Columbia Rd and Euclid St. 3 0 2 3 8 Columbia Rd. and Ontario Rd. 19 19 13 8 59 Euclid St. and Champlain St. 4 7 4 4 19 Kalorama Rd. and Champlain St. (North) 5 2 2 1 10 Kalorama Rd. and Champlain St. (South) 2 7 0 7 16 Ontario Rd and Euclid St. 1 3 7 5 16 Totals 72 77 63 56 268
Table 2: Contributing Factor in Reported Collisions
.~ c 'I> o.ll Q t.. -=Q,j Q,j '0 Q,j Q,j = .c Q,j >. Q, .. ""' ti""' Q,j ·~ ~ t..~ Q,j y .... ~ QJ-. 0 ~ :: ·~ ~ Intersection ... - Q ~ · - Q Q, Q,j '-.C ~ iS -= - Q,j Q 'I> f-1 ... Q 8 ~~ ... > = c ·c ~ "i: ~ ;:::> Q < •t: Q Q 18th St. and Adams Mill Rd. 2 5 1 62 1 2 160 233 Columbia Rd. and Champlain St. 0 0 0 7 0 0 23 30 Columbia Rd. and Euclid St. 0 1 0 2 0 0 13 16 Columbia Rd. and Ontario Rd. 1 1 0 19 0 2 80 103 Euclid St. and Champlain St. 0 I 0 4 0 0 32 37 Kalorama Rd. and Champlain St. (North) 1 0 0 1 0 0 17 19 Kalorama Rd and Champlain St. (South) 0 0 0 5 0 0 29 34 Ontario Rd and Euclid St. 0 0 0 2 0 3 23 28 Totals 4 8 1 102 1 7 377 500
ZONING COMMISSION District of Columbia 8 Case No. 11-17 34C1 TabJe 3: Type of Reported Collisions
~ "C ~ -= = "Sb = "C llJ c ~ bll -~ ""~ E "" c Q. g::= ;-c > c = 0 .Q ·c ~ c -~ ~ = E- ~ .i ·- = 0 "'"~ ~ < E- "C ~ 0 -~ ~ .c Intersection .... "C !;/} CJ = 1: :: .c "'" "C 0 ~ = u -= .c .-:: ~ ~ ~ ~ = ~=: 0 E- ~ bll 5 - bll ~= CQ - "C ~ "8 ~ c ~ =: = a.- = ~ ~ 00 = ri: c.::= z= ;:J 18th St. and 3 ll 8 16 52 1 6 4 0 4 11 2 0 6 124 Adams Mill Rd Columbia Rd. and l 1 0 2 3 0 2 0 0 4 2 0 0 1 16 Champlain St. Columbia Rd. and 1 1 0 0 2 1 2 0 0 0 1 0 0 0 8 Euclid St. Columbia Rd. and 1 0 2 15 18 1 7 1 0 5 4 0 0 5 59 Ontario Rd. Euclid St. and l 5 0 0 4 0 5 0 l l 2 0 0 0 19 Champlain St. Kalorama Rd and Champlain St. 0 2 1 2 1 0 0 0 0 0 2 0 0 2 10 (North) Kalorama Rd. and Champlain St. 0 3 0 1 3 0 4 0 0 0 5 0 0 0 16 (South) Ontario Rd and 3 2 0 0 7 l 0 1 0 1 0 0 0 l 16 Euclid St. Totals 10 25 11 36 90 4 26 6 l 15 27 2 0 15 268
Based on the data, the number of reported crashes at the study area intersections is decreasing, from 72 crashes in 2008 to 56 crashes in 2011. The number of crashes has only increased at the intersection ofKalorama Road (South) and Champlain Street and the intersection of Ontario Road and Euclid Street. According to the data, speed and roadway factors were the least prevalent contributing elements in the crashes. Lastly, the data suggests that the most prevalent collision type was sjde-swipe (90), followed by rear-end (36), backing (27), and parked (26) comsions. The raw accident data is included in the Appendix.
Future Transportation Improvements
At the time of full build out of the proposed bote~ construction of 18th Street will have been completed The current proposed plan includes parallel parking, a painted median, and one travel lane in each direction along the length of 18th Street. These changes are included in the analyses of future conditions contained in this study. ZONING COMMISSION District of Columbia 9 Case No. 11-17 34C1 Since the turning movement counts used in this analysis were conducted, there have been three changes to the traffic patterns in the area. The first is the reopening of the HD Cooke Elementary School. This school, bounded by Euclid Street to the south, Fuller Street to the north, 17th Street to the west, and Mozart Place to the east, is located three blocks east and one block north of the proposed hotel. According to the school websit~, the current enrollment is approximately 313 students, grades PS to 5, and the school day begins at 8:00AM and ends. at 3:15 PM7
The second change is the opening of a section of Champlain Street south of the proposed hotel between Kalorama Road and Old Morgan School Place. This connection, which runs under the Marie H. Reed Recreation Center and Reed Elementary School, has been closed for approximately 15 years. It is now open, providing access from Champla~nStreet to Old Morgan School Place. It operates as a southbound one-way street and is only open during non-school hours. The website for Reed Elementary School, which has an enrollment of 318 students grades PS to 5, lists the school hours as 8:00 AM to 6:00 PM.
The bus stop along the east side of 18th Street/Adams Mill Road just south of the intersection with Columbia Road was moved 100 feet north of the intersection. This change has had no effect on traffic volunies, but has improved traffic circulation and flow.
These three changes will not have a significant effect on the turning movement volumes at the study intersections. Any increase in traffic volumes will be accounted for in the 1 percent per year traffic growth rate assumed for this study. Also, since Champlain Street is a local street, it is not anticipated that it will see a notable increase in traffic due to the opening of the southernmost section of the street, which occurs only during limited hours.
ZONING COMMISSION 10 District of Columbia Case No. 11-17 34C1 DESCRIPTION OF PROPOSED DEVELOPMENT
Location
The site of the proposed Adams Morgan Historic Hotel is located in northwest Washington, D.C. along the south side of Euclid Street just east of 18th Street. It is bordered by Euclid Street to the north, the alley behind 18th Street to the west, and Champlain Street to the east. The property currently contains a Christian Science church. The proposed hotel includes approximately 227 hotel units, an approximately 4,245 square foot restaurant, approximately 6,325 square feet of bar space, an approximately 10,333 square foot health club, and approximately 8,011 square feet of meeting space. It-also includes approximately 4,630 square feet of community meeting space which is provided for community events that take place during non-peak periods.
Vehicle Access
Vehicle access will be provided along Champlain Street along the east side of the property. There will be two driveways that will serve the hotel. The north driveway will be located approximately 160 feet south of Euclid Street (measured centerline to centerline) and will be an entry only that leads to the porte cochere. The south driveway will be located 138 feet south of the north driveway (measured centerline to centerline) and will be an entry and exit connection to the parking garage located under the building. Drivers entering at the north driveway can proceed through the port cochere, which will permit the valet drivers to reach the entry to the parking garage. The two proposed driveways that will serve the hotel will replace two existing driveways that will be eliminated as part of this development. As a result, there will be no net increase in the number of curb cuts along Champlain Street. There will also be no change in the number of on street parking spaces along Champlain Street.
The driveway adjacent to the porte cochere will generally be 12 feet wide with additional width provided to allow up to three vehicles to park under the porte cochere for the purposes of loading and unloading passengers and baggage. The driveway is long enough to hold an additional queue of 15 vehicles. This prevents the queue from backing up onto Champlain Street.
ZONING COMMISSION 11 District of Columbia
Case No. 11-17 34C1 The loading dock will be located along the west side of the building and will be accessed by the existing alley that will operate two way. This alley terminates along Euclid Street at the intersection of Euclid Street and Columbia Road. An easement will be provided to allow the alley to be realigned to provide for a smooth flow of traffic.
Valet and Taxi Staging
The parking for the hotel will be a 100 percent valet operation. Valet staff will be located along Euclid Street at the hotel entrance and at the porte cochere along Champlain Street.
Taxi staging will be located along Euclid Street and secondarily under the porte cochere along Champlain Street. Three spaces for taxi staging will be provided in front of the hotel front door. The taxi staging will result in the loss of three on-street parking spaces along Euclid Street.
Tour Bus Circulation
The Hotel may host guests arriving by tour bus. Tour bus arrivals will be scheduled with the Hotel. Staff will be available to assist with the alighting and boarding of Hotel guests. The buses will drop off and pick up guests along either Columbia Road or 18th Street. After the drop off of guests, the tour buses will leave the neighborhood and, if they must park nearby, will park in locations that are available, for a fee, for bus parking. Among other locations, two potential locations are the National Cathedral bus garage and the National Zoo. The Hotel transportation and logistics coordinator will direct buses by phone as to when they should arrive back at the Hotel for pick-up.
Construction Traffic
During construction a management plan will be developed for the coordination of construction related traffic. The development of such a management plan will be part of the permitting process.
ZONING COMMISSION 12 District of Columbia Case No. 11-17 34C1 Parking
The proposed hotel will provide a total of approximately 174 parking spaces located in underground structured parking. This number of parking spaces will satisfy the zoning requirements and the practical requirements for this property. Based on the amount of on-site parking being provided, there is expected to be no spillover of parking from this development into the surrounding community.
The parking will be 100 percent valet operation. The applicant will rely on the following restrictions so as to discourage non-Hotel user parking at the Hotel parking garage: • The parking operator will be restricted from posting or advertising hourly or nightly flat parking rates. • The parking operator and hotel management company will be restricted from selling monthly and/or weekly parking permits • The parking operator will assess an additional $100 fee should any cars of non-hotel occupants remain in the garage for 5 consecutive days. This $100 fee will increase by $25 each day beyond the first five day period and cars will be subject to removal and towing should they remain at the property for more than four weeks • Any advertising by the parking operator and hotel management company that references parking will only emphasize the Hotel and Hotel uses
The proposed hotel will result in a loss of three on-street parking spaces along Euclid Street. As described above, there will be no change in the number of on-street spaces along Champlain Street.
A calculation was performed of the potential revenue loss to the District if these three on-street parking spaces were removed. The calculation of net loss of revenue is dependent on the rate structure, the number of days, and the hours of operation of the meters. It was assumed that the meters would be in operation 6 days per week and 12 hours per day. It was further assumed that the meter rates would be $1 per hour. Given the percent occupancy by paying parkers, it was assumed that each meter would generate $12 per day. Applying this figure to the 313 days per year that the meters would be in operation, it is estimated that each space that is eliminated would result in $3,756 of lost revenue per year to the District. With the loss of three spaces, this would result in $11 ,268 per year of lost revenue. ZONING COMMISSION District of Columbia 13 Case No. 11-17 34C1 TRAFFIC VOLUMES
Traffic volumes used in this study include existing traffic volumes, the projected increase in traffic volumes to obtain background traffic volumes, and traffic generated by the proposed Adams Morgan Historic Hotel to obtain total future traffic volumes. The horizon year for this study is 2015, which represents a year after the expected completion and occupancy of the Adams Morgan Historic Hotel. DDOT staff directed that the weekday AM and PM commuter peak hours be studied. Intersections identified for study by DDOT staff are as follows: • 18th Street /Adams Mill Road and Columbia Road • Euclid Street and Columbia Road • Champlain Street and Columbia Road • Champlain Street and Euclid Street • Ontario Road and Columbia Road • Euclid Street and Ontario Road (identified on June 28, 2012)
• Kalorama (North) and Ch~mplain Street (identified on June 28, 2012) • Kalorama (South) and Champlain Street (identified on June 28, 2012)
Figure 3 shows the lane designations at the study area intersections.
ZONING COMMISSION District of Columbia 14 Case No. 11-17 34C1 Future Lane Designabons
NOT TO SCALE
-:.. •••• Eud1d Street t#11 :-·· ··.~ }- . . ·.... · . +~t:
Legend: Ia] -Signalized Imersecuoo Kalorama .~··' ···~ • - top Controlled Approach Roa J 1 ~· ..~ --+ -Represents Travel Lanes
Existing and Future Lane Figure Jllll""" ..~ Kimley-Horn Designations ...... _ ..r , and Associates, Inc. Adams Morgan Historic Hotel ZONING COMMISSION District of Columbia Washington, DC 3 KHA Project# II 0303000 Page 15 Case No. 11-17 34C1 Existing Traffic Volumes
Traffic and pedestrian counts for the original five study intersections were conducted at the study area intersections in May 2008 from 7:00AM to 9:00AM and from 4:00PM to 6:00PM on a weekday. Traffic and pedestrian counts for the three additional study intersections were conducted on Thursday, July 26, 2012 from 7:00AM to 10:00 AM and from 4~00 PM to 7:00 PM. The traffic counts were used to establish peak hour traffic conditions. The common peak hours of traffic for the study area intersections were established by identifying the peak 60 minutes of traffic during the peak periods. The peak study hours were identified as 8:00AM to 9:00AM and 5:00PM to 6:00PM. The raw peak hour traffic counts are shown on Figure 4.
The May 2008 traffic volumes were increased to year 2012 traffic volumes by applying a one percent per year growth factor. The volume balancing between the forecasted 2012 traffic volumes and the July 2012 traffic volumes were reviewed to determine the compatibility of the observations. While no clear difference was observed, it was determined that the July 2012 traffic volumes should be increased by a factor of 10 percent as these counts were collected in the summer when schools were not in session.
The adjusted existing peak hour traffic volumes which include the May 2008 traffic counts increased to year 2012 traffic counts and the adjusted July 2012 traffic counts are shown on Figure 5. The peak hour pedestrian counts at the study intersections are shown on Figure 6. The Appendix of this report contains the traffic count and pedestrian count summaries.
ZONING COMMISSION District of Columbia 16 Case No. 11-17 34C1 NOT TO SCALE
Eudid Street NW
12/18 J tr- 58/157- ..... ,lO, 24/181 lO~~ .....
Kalorama Roa ~: 24167 j -, t XXXX -May 2008\V~· PcakHour'Ira:f!X:Volumcs 26!27- 1 !!2....1 ":;:1 ~ .July 2012 Weekday Peak Hour Traffic: Volumes Raw Peak Hour Traffic Figure Jllll""'" ..lrll Kimley-Horn Volumes ...... r ~ and Associates, Inc. Adams Morgan Historic Hotel ZONING COMMISSION Washington. DC District of Columbia 4 KHA Project# 11 0303000 Page 17 Case No. 11-17 34C1 NOT TO SCALE z~ -o m 0 0::: ~ II> E m ~
l23119 r 43120 Euclid Street NW
..- LO [Of:3~~ ~ -o m ~ 0 0::: 0 ·c: ;:g"' m -~ ~~ c ,.._,.._' ~:::: Legend: I XxtJ: I . AM/PM Peak Hour Pedestrian Volumes Existing Peak Hour Pedestrian Figure ~ ..~ Kimley-Hom Volumes 11111... ..r ~ and Associates, Inc. Adams Morgan Historic Hotel ZONING COMMISSION District of Columbia Washington, DC 6 KHA Project till 0303000 Page 19 Case No. 11-17 34C1 Background Traffic Volumes Background traffic volumes represent future traffic that would travel through the area intersections witho!Jt the proposed Adams Morgan Historic Hotel. The background traffic volumes include the growth in traffic to the projected horizon year of 2015 and the additional traffic generated by nearby approved and unbuilt developments. In order to representthe growth,ofthrough traffic resulting from development activity outside the study area, and modifications in traffic patterns that were previously described, traffic volumes for each of the movements at the study in~ersections were increased by 1 percent per year from the adjusted 2012 existing to the horizon year of 2015, as agreed to by DDOT. These adjusted traffic volumes resent the 2015 base traffic and are shown on Figure 7. ZONING COMMISSION District of Columbia 20 Case No. 11-17 34C1 NOT TO SCALE l24120 r 44121 Eudid Street t-NY 13121 J 66/178- 271211 Kalorama Roa 27/76 J ..., t Legend: COil) 30/31 1 ;:: ~ XXfXX -Weekday Peak Hour Traffic Volume 2015 Base Peak Hour Traffic Figure ~ ..r11 Kim ley-Hom Volumes ~ and Associates, Inc...... _ ..r Adams Morgan Historic Hotel ZONING COMMISSION District of Columbia Washington, DC 7 KHA Project# 110303000 Page21 Case No. 11-17 34C1 Based on the direction received from the June 28, 2012 DDOT comments, two approved and unbuilt developments were included in the analysis of background and future conditions. This analysis considered the additional traffic generated by the development at 2337 Champlain Street, a 40 unit mid-rise residential property with 10 underground parking garage and nine surface parking spaces, and by the development at 1700 Columbia Road a 70 unit mid-rise residential property with 9,000 square feet of ground floor retail. The peak hour traffic volumes generated by each of these developments are shown in Table 4. Table 4: Peak Hour Trips-T he Adams Morgan Historic Hotel AM Peak Hour PM Peak Hour Land Use In Out Total In Out Total 2337 Champlain Street ITE 223 Mid-Rise Apartment- 4 8 12 9 7 16 40 DU 50% Reduction 1 -2 -4 -6 -4 -4 -8 Total 2 4 6 5 3 8 1700 Columbia Road ITE 223 Mid-Rise Apartment - 7 14 21 16 11 27 70DU ITE 814 Specialty Retail- 5 4 9 11 13 24 9,000 SF Total 12 18 30 27 24 51 Approved and Unhuilt Total 14 22 36 32 27 59 . . . . 'Reduction ts due to the ltmrted parking spaces prOVlded for the property and the pro:wrury to altemabve transportallon opllons The trips generated by the approved and unbuilt developments were assigned to the study area streets using the distributions shown in Table 4. The total assignment of both approved and unbuilt of these trips is shown on Figure 8. The individual traffic assignment of each development is included in the Appendix. The sum of the 2015 base peak hour traffic volumes and the total approved and unbuilt peak hour traffic volumes represent the 2015 background peak hour traffic volumes and are shown on Figure 9. ZONING COMMISSION District of Columbia 22 Case No. 11-17 34C1 NOT TO SCALE Eudid Street tm ~:::: ~ ! 1/) c 1i .... Q. T"- s::.i l 0 i .... ~...... J- Kalorama Roa 112 J Legend: XX/XX -Weekday Peak Hour Traffic Volum Approved and Unbuilt Peak Figure Jllllll""" ~r-. Kimley-Horn Hour Traffic Volumes ~ ..r ~ and Associates, Inc. Adams Morgan Historic Hotel ZONING COMMISSION Washington, DC District of Columbia 8 KHA Project I 110303000 Page23 Case No. 11-17 34C1 NOT TO SCALE t 24!20 r 44!21 Euclid Street NW 13!21 J tr 0>0> 0>0> N ('1)(0 ~~ 0 ' 2015 Background Peak Hour Figure Jllllll"'" ..lnll Kimley-Horn Traffic Volumes ~ ~ and Associates, Inc. ..r Adams Morgan Historic Hotel ZONING COMMISSION District of Columbia Washington, DC 9 KHA Project# U0303000 Page24 Case No. 11-17 34C1 Site Generated Traffic Volumes Peak hour traffic volumes generated by the proposed hotel were calculated using the trip generation rates and equations contained in the ITE Trip Generation Report 8th Edition, with one exception. As there is no appropriate category for meeting space in the ICTE Report, the standard architectural guidelines were used to determine the maximum occupancy of 8,011 square feet of meeting space. Internal capture and mode share rates were applied to the trip generation to reflect the multiple uses and setting of the proposed hotel. It is assumed that 50 percent of the restaurant and bar space patrons will be hotel guests who are already onsite and will not be making a specific trip to use these amenities. An additional 10 percent of patrons are assumed to walk, bike, use public transportation, or utilize another non-vehicle method to reach the proposed hotel. This results in a total reduction of 60 per_cent for these uses. The same assumptions regarding 50 percent of meeting attendees being hotel guests and 10 percent arriving by non-vehicle mode were applied to the meeting space. However, since these trips were generated per person instead of per vehicle, it was assumed that the auto-occupancy for these trips would be 2 people per car. It is assumed that 30 percent of the health club patrons will be hotel guests who are already onsite and will not be making a specific trip to use these amenities. An additional 10 percent of patrons are assumed to walk, bike, use public transportation, or utilize another non-vehicle method to reach the proposed hotel. This results in a total reduction of 40 percent for this use. Based on the 2005 Washington Metropolitan Transit Authority (WMATA) 2005 Development Related Ridership survey, a reduction of 15 percent to represent non-auto mode share was applied to the trips generated by the hotel rooms. This reduction. represents a conservative estimate of the trips .to and from the hotel that are generated using non_:-auto modes and considering the distance to the Metrorail Stations. The resulting trip generation rates for each land use are shown in Table 5. ZONING COMMISSION District of Columbia 25 Case No. 11-17 34C1 Table 5: Trip Generation Rates - Tbe Adams Morgan Historic Hotel AM PM Land Use Peak Hour Peak Hour In Out Total In Out Total ITE Land Use Code 311 0.32 0.16 0.48 0.23 0.32 0.55 Hotel- 227 Hotel Units With Non-Vehicle 0.27 0.14 0.41 0.20 0.27 0.47 Factors ITE Land Use Code 931 0.41 0.40 0.81 5.02 2.47 7.49 Restaurant- 4,245 SF With Mixed-Use and 0.16 0. 16 0.32 2.01 0.99 3.00 Non-Vehicle Factors ITE Land Use Code 925 0.00 0.00 0.00 7.48 3.86 11.34 Bar - 6,325 SF With Mixed-Use and 0.00 0.00 0.00 3.00 1.54 4.54 Non-Vehicle Factors ITE Land Use Code 492 0.62 0.76 1.38 2.12 1.60 3.72 Health Club - 10,333 SF With Mixed-Use and 0.37 0.46 0.83 1.27 0.96 2.23 Non-Vehicle Factors Architectural Design Standards (30 SFper 33.33 0.00 33.33 16.67 33.33 50.00 Meeting Space - 8,011 SF person) With Mixed-Use and 6.67 0.00 6.67 3.33 6.67 10.00 Auto Occupancy Factors Note: Tnp rates for hotel are per room and tnp rates for all other uses are per 1,000 square feet. ZONING COMMISSION District of Columbia 26 Case No. 11-17 34C1 The estimated traffic generated by the Adams Morgan Historic Hotel is summarized in Table 6. Table 6: Peak Hour Trips- Tbe Adams Morgan Historic Hotel AM PM Peak Hour Peak Hour Land Use In Out Total In Out Total 1 1 1 Hotel- 227 Hotel Units 6i 31 93 34 48 82 Restaurant- 4,245 SF I ' O' 1 9' 4' 13 1 1 Drinking Place- 6,325 SF o' o' 0 19 10 29 1 1 Health Club- 10,333 SF 41 41 8 13 10 23 Meeting Space-8,011 SF 532 02 53 272 532 80 Total 120 35 155 102 125 227 1 In/Out splits taken from ITE Trip Generation Report. 2 In/Out split in tbe AM peak hour assumes all attendees arrive. In tbe PM peak hour assumes all attendees leave and one-half of attendees arrive. ZONING COMMISSION District of Columbia 27 Case No. 11-17 34C1 The AM and PM peak hour trips generated by the Adams Morgan Historic Hotel were assigned to the area streets based upon existing traffic volume patterns in the study area and adjacent land use. The resulting percent distributions of generated trips are summarized in Table 7. Table 7: Distribution of the Adams Morgan Historic Hotel Traffi c Direction To/From Distribution To/From North on Adams Mill Road 20% To/From South on 18th Street 35% To/From East on Columbia Road 25% To/From West on Columbia Road 20% The trip distributions and assignments of the trips generated by the Adams Morgan Historic Hotel are shown on Figure 10. Total Future Traffic Volumes Total future traffic volumes represent future traffic volumes with the proposed Adams Morgan Historic Hotel in place. These volumes were calculated by adding the site generated trips (shown on Figure 10) to the background traffic volumes (shown on Figure 9). The resulting total future peak hour traffic volumes are shown on Figure 11. ZONING COMMISSION 28 District of Columbia Case No. 11-17 34C1 NOT TO SCALE Eudid Street NVI/ 5/19 - "C:g 0:: t 0 ~ v ·~ G) ~ ~ c ~ N..... C\1 0 U5 ..J v & Kalorama ..... Roa 42136 J Legend: XXJXX -Weekday Peak Hoor Tiaffic Volum Site Generated Peak Hour ,...... r11 Kimley-Horn Traffic Volumes Figure Adams Morgan Historic Hotel ....._ .., ~ and Associates, Inc. ZONING COMMISSION District of Columbia 10 KHA Project tl 110303000 Washington, DC Page29 Case No. 11-17 34C1 NOT TO SCALE l24120 r 44121 Eudid Street NW 13121 J 71/197 - 27121 1 Kalorama Roa 70/114 J .. t Legend: ~L() 30/311 ...... ~ XX/XX -Weekday Peak Hour Traffic Volumes Total Future Peak Hour Traffic Figure ...... -..r11 Kimley-Horn Volumes ...... _ ..r ~ and Associates, Inc. Adams Morgan Historic Hotel ZONING COMMISSION District of Columbia 11 KHA Project # 110303000 Washington, DC Page30 Case No. 11-17 34C1 ASSESSMENT OF TRAFFIC CONDITIONS The following is a discussion of the assessment of traffic conditions. Intersection Capacity Analyses Intersection capacity analyses were conducted for existing, background, and total future traffic volumes. The capacity analyses were conducted using Synchro Software Package, wruch utilizes methodologies in the Highway Capacity Manual (2000 Edition) (HCM) for signalized and unsignalized intersections. The analyses of existing traffic volumes were based on the existing lane uses and existing signal operations at the study area intersections. The analyses of background and total future traffic volumes were based on future lane designations at the intersection of 18111 Street /Adams Mill Road and Columbia Road. According to the HCM, capacity is defined as the maximum number of vehicles that can pass over a particular road segment or through a particular intersection within a fixed time duration. The operating conditions are described by Level-of-Service (LOS), which is defmed as a qua)jtative measure that describes operational conditions and motorist perceptions within a traffic stream. The Highway Capacity Manual defines si.x levels of service, LOS A through F, with A being the best and F the worst. The District attempts to maintain a level of serviceD and better during the peak traffic hours. The ranges of delay for each level of service are shown in Table 8 below. Table 8: Level of Service Range of Delay Delay per Vehicle (seconds per vehicle) Level of Service (LOS) Signalized U nsignalized Intersections Intersections A ~ 10 ~ 10 B > 10- 20 > 10- 15 c > 20- 35 > 15-25 D > 35- 55 > 25-35 E >55- 80 > 35-50 F > 80 >50 ZONING COMMISSION District of Columbia 31 Case No. 11-17 34C1 The results of the capacity analyses are summarized in Table 9 for the study area intersections. Analysis resu lts show overaU level of service and delay information for each intersection for the existing, background, and total future traffic volumes. The Synchro analysis worksheets are contained in the Appendix. Table 9: Levd of Service Summary at Study Intersections 2015 2015 TotaJ Existing 2012 Background Future Intersection Conditions Conditions Conditions AM PM AM PM AM PM 18th Street/Adams Mill Road and c c c c c c Columbia Road (signalized) (22.5) (23.5) (29.5) (25.1) (29.5) (25 .7) Euclid Street and A A A A A A Columbia Road (unsignalized) (8.3) (8.8) (8.4) (9.1) (8 .1) (9.2) Champlain Street and A A A A A c Columbia Road (unsignalized) (1.2) (2.4) (1.4) (3.0) (2 .6) (32.7) Champlain Street and A A A A A B Euclid Street (unsignalized) (7.5) (9.1) (7.6) (9.2) (7.9) (10.3) Ontario Road and c c c c c c Columbia Road (signalized) (23.8) (23.0) (25.4) (23 .9) (27.2) (24.4) Euclid Street and A A A A A A Ontario Road (unsignalized) (7.8) (8.5) (7.8) (8.5) (7.9) (8.7) Champlain Street and A A A A A A Kalorama (North) (unsignalized) (6.4) (5.4) (6.4) (5.4) (5.5) (4.3) Champlain Street and A A A A A A Kalorama (South) (unsignalized) (2.6) (4.7) (2.7) (4.8) (3.9) (5.1) C (22.::>-) - Level of Servtce (Seconds ofDelay per Vehicle) ZONING COMMISSION District of Columbia 32 Case No. 11-17 34C1 These results show that under existing and background conditions, the study area intersections operate at satisfactory levels of service. The capacity analyses of background traffic volumes result in levels of service ranging from A to C. The addition of the traffic generated by the Adams Morgan Historic Hotel will result in only a slight change in the operation of the area intersections. The proposed hotel will result in marginal increases in vehicle delay. There will be no change in the overall levels of service, with the exception of the intersection ofChamplai'n Street and Columbia Road and the intersection of Champlain Street and Euclid Street during the PM peak hour. The area intersections will continue to operate at levels of service that range from A to C during the AM and PM peak hours, which is within the desired level of service D condition. Pedestrian Impact There are existing sidewalks along all of the adjacent streets. The proposed Adams Morgan Historic Hotel will enhance the sidewalk connections to these adjacent streets. Transportation Demand Management Plan In order to take advantage of the numerous pedestrian, bicycle, and transit opportunities in the vicinity of the Adams Morgan Historic Hotel project, and to promote an efficient and effective taxi and valet staging plan, the following transportation management strategies are proposed. 1. The hotel operator will act as the point of contact and designate a Transportation Coordinator (TC) for the Transportation Demand Management (TDM) program. The operator will implement and manage TDM measures that are consistent with DDOT's recommended TDM strategy. The operator will provide, and keep current, the name and contact information of the TC to DDOT. The TC will be appropriately trained, to the satisfaction ofDDOT, to provide rideshare, transit, and other inforination provided by DDOT and intended to assist with transportation to and from the site. 2. The operator will become a member of the WMAT A SmartBenefits program. ZONING COMMISSION 33 District of Columbia Case No. 11-17 34C1 3. A one-time, complimentary $75 WMATA SmarTrip fare card will be provided to all newly hired hotel employees (on a one time basis) to help encourage additional transit usage. 4. The hotel human resources department will establish a WMATA SmarTrip account for all employees so they may have pre-tax ~onthly commuting benefits added directly to the SmarTrip cards. 5. A fleet of bicycles will be provided that will be stored in the underground garage. The operator will promote Capital Bikeshare membership cards to guests upon check-in. Upon request, the operator will distribute bicycle route maps and safety information to all hotel guests upon check-in. The operator will comply with DDOT requirements of Site Plan conditions to provide bicycle parking/storage facilities. The operator will provide dedicated space in the hotel, which will be controlled by staff, for storage of guest bicycles. 6. Upon check-in, WMAT A SmarTrip cards will be promoted to hotel guests. 7. For hotel guests and patrons, there will be an hourly or daily charge for parking in the parking garage. 8. An ADA-compliant hotel van (with lift) will be available to provide shuttle service between the hotel and certain local destinations. The van will be powered by an electric . charging station to be located in the hotel's parking garage. The van will be staffed by a full-time employee, with a dedicated van-accessible parking space provided on the upper level of the parking garage. The van will be parked in this space when not in service. A communication device will be provided with the hotel for on-call service. 9. Two electric vehicle (EV) charging stations will be installed in the hotel garage. One of the EV charging stations will be available for use by guests and the other will be available for hotel use for the shuttle van and, when not in use by the shuttle van, hotel guests. ZONING COMMISSION 34 District of Columbia Case No. 11-17 34C1 10. The lobby will contain an information display to provide transportation-related information to hotel guests and visitors to the property. The concierge will provide up-to the-second real-time information on public transportation options, departure and arrival times. 11. Valet staging will be provided at the porte cochere along Champlain Street and along Euclid Street at the hotel entrance. Taxi staging will be located along Euclid Street and under the porte cochere along Champlain Street. Three spaces for taxi staging will be provided in front of the hotel front door. 12. As a condition of the PUD, the applicant agrees to perform an evaluation of traffic operations no later than 14 months and 24 months following the issuance of a Certificate of Occupancy (C of 0) for the Hotel. The performance measures will include vehicle trip generation, parking accumulation, valet operation, loading operations, and the transportation demand management plan. 13. Although no bus stops are currently adjacent to the project site, if a bus stop requires relocation due to the project, the applicant will maintain or coordinate relocation at their own expense. 14. The hotel operator will publicly post all TDM commitments on-line, such as on the hotel's website. Truck Management Plan A truck management plan has been developed to provide safe and efficient loading and unloading operation for the proposed hotel. This truck management plan calls for the truck activity to occur at the hotel loading area in the alley located along the west edge of the property. This alley is currently configured with a Z shape. As part of the proposed development, the hotel developers will create and grant a public easement that will realign the alley in order to provide for a smoother flow of vehicles. This easement will allow vehicles to pass under a cantilever formed by the hotel. The hotel developers have completed the survey of the properties and easement area as required by DDOT. ZONING COMMISSION 35 District of Columbia Case No. 11-17 34C1 The hotel is expected to have approximately 5 to 9 deliveries per day. These figures do not include UPS, FedEx, and US Mail. Truck pickups and deliveries would be expected to include the following categories. • Trash pickups are twice per week. Arrangements can be made for pickup either during the early morning or mid-day hours. • Bakery deliveries are generally daily. Delivery will occur between 6 and 7 AM. • Seafood deliveries are generally daily. • Meat deliveries are generally daily. • Produce deliveries are generally daily. • Dairy deliveries are generally every other day. • Paper and other operating supply deliveries are generally once per week. • Soda deliveries are generally once every other day. • Beer deliveries are generally once every other day. • Liquor deliveries are generally once every other day. • Master distributor deliveries are 2 to 3 times per week. • Laundry will involve daily pickup and delivery either late in the day ( 4 to 7 PM) or early morning after 6 AM if the laundry operation is outsourced. Tractor trailers will not be permitted at the Adams Morgan Historic Hotel. Deliveries will be made by trucks that are single unit vehicles that are between approximately 28 to 32 feet in length. The 32 foot long truck was considered the design vehicle for this analysis, though larger trucks could access the loading dock, turn around in the alley and leave room for other trucks to pass through the alley. Truck schedules will be coordinated by a transportation and logistics specialist from the hotel management company in order to stagger the arrival times. The figure of up to 9 trucks represents approximately one truck per two hours extending from early morning to late evening. Two loading docks will be provided for deliveries. A third location will accommodate trash pickup. These loading docks will accommodate trucks of at least 32 feet in length so that the ZONING COMMISSION 36 District of Columbia Case No. 11-17 34C1 trucks will not block any alley access in both the easement area and the existing alignment by other trucks, vehicles or pedestrians. AutoTurn analysis shows that trucks will be able to maneuver into and out of the loading area without blocking the flow of through traffic in the alley. Truck drivers will be directed to use the realignment by pavement marking and/or signage, depending upon DDOT's preference. Trucks will take the alley from Kalorama Road, proceeding north along the alley, using the hotel loading dock, and then proceeding north to Euclid Street. Truck drivers will be directed and required to use the alley for loading and unloading. The transportation and logistics specialist will make sure that service vehicle drivers follow the rules to enter the alley at Kalorama Road by communicating the route and mapping of directions. As a result of this truck management plan, no adverse impact on the surrounding residential neighborhood is expected. The number of loading docks that will be provided will be sufficient to support the needs of the proposed hotel. ZONING COMMISSION 37 District of Columbia Case No. 11-17 34C1 CONCLUSIONS As a result of this study, it is concluded that the area intersections will all operate at satisfactory conditions with the Adams Morgan Historic Hotel in place. The proposed hotel will result in 155 and 227 additional trips during the AM and PM peak hours, respectively. There will be no change in the intersection levels of service as a result of these additional trips, with the exception of the intersection of Champlain Street and Columbia Road and the intersection of Champlain Street and Euclid Street during the PM peak hour. All intersections will continue to operate at level of service D or better and increases in vehicle delay will be marginal. The proposed hotel will have a negligible effect on the area intersections. The site and the surrounding area are well served by transit via Metrorail and Metrobus. Pedestrian connections in the area are well established. As a result, there will be ample opportunities for travel by alternatives to the automobile. For those who travel to the site by way of a personal vehicle, sufficient parking will be provided to satisfy the demand for the Adams Morgan Historic Hotel. As a result, there is expected to be no spillover of parking into the surrounding community. A TDM program will be implemented as part of this project to encourage travel by alternatives to the automobile. This will include transit encouragement strategies, bicycle programs, a hotel van, parking pricing strategies, and performance evaluation. A Truck Management Plan will be implemented as part of this project to manage trucks and loading. The number of loading docks that will be provided will be sufficient to support the needs of the proposed hotel. ZONING COMMISSION 38 District of Columbia Case No. 11-17 34C1 APPENDIX ZONING COMMISSION District of Columbia Case No. 11-17 34C1 GOVERNMENT OF THE DISTRICT OF COLUMBIA DEPARTMENT OF TRANSPORTATION hi* * sg* 111 I I d. Policy, Planning & Sustalnablllty Administration TO: Foxhall Partners Ed Papazian, P.E. (Kimley-Horn and Associates, Inc.) FROM: Jeff Jennings, Gabriela Vega & Bryon White District Department of Transportation DATE: June 28, 2012 SUBJECT: 1780 Columbia Road, N.W. After reviewing the DDOT Scoping form submitted to DDOT on Sunday, June 17, 2012 the following memorandum serves to request additional information or provide information to you on the following areas of the proposed historic hotel project: 1. Trip generation methodology is acceptable for the restaurant/bar, meeting space, and fitness club. However, if the restaurant is high-turnover, as opposed to a "quality/white tablecloth" restaurant, then the proposed ITE code is not acceptable. 2. The methodology for hotel trip generation is not acceptable. The transportation infrastructure and density in the Bethesda CBD is not a match for the areas surrounding the proposed site. Utilize counts (and modes splits) from hotels that have similar land use and transportation characteristics. 3. The internal capture and non-auto reductions are acceptable for the non-hotel uses. 4. Regarding the study area, add the following intersections for review 1) Euclid Street and Ontario Road, and 2) Kalorama Road and Champlain Street. 5. Four year old data is unacceptable. 6. Please count vehicles, pedestrians and bicycles at the study area intersections including the 2 additional intersections previously noted. ZONING COMMISSION District of Columbia Case No. 11-17 34C1 7. With respect to background developments BZA case # 18339, approved earlier this year, allowed for the construction of new residential units on the same block of Champlain Street. Please see DDOT for any other developments. 8. DDOT accepts the estimated 1% growth in traffic from the present time until 2015. 10. DDOT requests prior 3 years of crash data at all study intersections. 11. DDOT requires a well-documented tour bus circulation, drop-off and alighting plan. Additionally, please inform DDOT of the location where the tour buses will park once passengers have been dropped off. 12. The mode split does no corroborate the number of parking spaces. Ample parking (proposed 174 parking spaces), absent an adjacent Metro Station, will Induce passenger vehicle trips that will travel through the Adams Morgan neighborhood. ZONING COMMISSION District of Columbia Case No. 11-17 34C1 d. Comprehensive Transportation Review Scoping Form Adams Morgan Historic Hotel Adams Morgan Historic Hotel Project Name & Applicant Team: Case Type & No. (PUD, LTR, etc... ) PUD 1780 Columbia Road, NW Street Address: September 6, 2012 Estimated Date of Hearing: Meeting Type/Date (Concept Review Meeting Meeting, Scoping Meeting, etc.): Project is a hotel consisting of 227 hotel units, food and beverage space, health club, function space and community Description of Project: meeting space. Two proposed driveways along Champlain Street located 160 feet south of Euclid Street and 138 feet south of north Proposed Site Access and New or driveway, measured centerline to center line. These two driveways will replace two existing driveways that will be Existing Curb Cuts Utilized: eliminated. Program/trip generation assumptions: Hotel - obtained from Montgomery County Guidelines for hotel in Bethesda CBD. Represents approximately 60 to 65 percent reduction in trip generation for suburban hotel as represented by ITE land Use Code 312. Restaurant and Bar- ITE Land Use Codes 931 and 925. Assume 50 percent internal capture, 10 percent non-auto. Results in 60 percent reduction. Preliminary Trip Generation and Mode Split Assumptions: Meeting/Function Space- Architecture/Design Standards - 30 square feet per person. Assume 50 percent internal capture, 10 percent non-auto. Auto occupancy of 2 people per auto. Health Club - ITE land Use Code 492. Assume 30 percent internal capture, 10 percent non-auto. Results in 40 percent reduction. ZONING COMMISSION District of Columbia Case No. 11-17 DATE PREPARED: May 29, 2012 Page 1 34C1 d. Comprehensive Transportation Review Scopine Form Adams Moraan Historic Hotel Time Period In Out Total Daily 1120 1120 2240 AM Peak Hour 93 29 122 - PM Peak Hour 112 112 224 Daily two-way trips assumed to be 10 times PM peak hour trips.. In and out splits for daily t rips are assumed to be -- evenly split. Project Distribution List Name Representins: I Phone: Email: ZONING COMMISSION District of Columbia Case No. 11-17 DATE PREPARED: May 29, 2012 Paee 2 34C1 d. Comprehensive Tr•nsportatlon Review Scopine Form Adams Morean Historic Hotel Gu1dellnes & Proposed Scope/Discussion Items DDOT Comments/Action Items P.. n nin1 Documents Guidelines: The study should address how the proposed development considers the primary planning documents of the District, as well as localized studies. It Is Important that the applicant references any planning documents relating to both city-wide Initiatives as well as more localized Issues. Documents that reference these specific areas Include but are not limited to The Comprehensive Plan, District of Columbia Small Area Plans, the DDOT Design and Engineering Manual, the Public Realm Manual, and Green Streets literature. Proposed Documents: • Roadway C.paclty & Operations Guidelines: Study Area The study area should Include Intersections where site Impacts are most likely to occur, Including: • All site access points • Adjacent streets/Intersections at the boundary of the site • The nearest potentially affected streets Additional Intersections may be appropriate given the projected trip generation of the project. 1 Proposed Scope: 18 h Street/Adams Mill Road and Columbia Road (signalized); Euclid Street and Columbia Road (unsignallzed); Champlain Street and Columbia Road (unsignallzed}; Champlain Street and Euclid Street (unslgnallzed);Ontarlo Road and Columbia Road (signalized) Development Scenarios Typically, all studies should Include the following scenarios: • Existing conditions • Future conditions, at the anticipated build-out year of the development, without the construction of the development (Background Conditions) • Future conditions, at the anticipated build-out year of the development, with the construction of the development (Total Future Conditions) • Forecast year If the proposed development will be In stages, wit h significant trip generation for each stage, Individual phases w ill need to be examined Individually. Proposed Scope: : Existing conditions Background conditions - Horizon year 2015 with traffic growth from existing counts taken In 2008 ZONING COMMISSION District of Columbia Future conditions- Build-out of project In year 2015 Case No. 11-17 DATE PREPARED: May 29, 2012 Paee 3 34C1 d. Comprehensive Transportation Review Scoping Form Adams Morgan Historic Hotel Hours of Analysis Typically, the peak hour of commuter traffic should be used, for both AM and PM rush hours. Other hours of analysis may be appropriate given the. overall trip generation of the proposed development, and the expected hours of vehicular demand to and from the site. Land use may also determine the appropriate_ hours of analysis as some uses experience their peak demand on weekends and off-peak from the typical uses. For instance, proposed developments that may include commercial or retail use should include weekend hours in the analysis. Proposed Scope: Analysis performed for AM and PM commuter peak hours Data Collection Turning Movement Counts (TMCs} of study area intersections are usually conducted from 7-lOam and 4-7pm on a typical weekday (Tues/Wed/Thurs), when Congress and public schools are in session. If the site generates existing traffic, all current site access driveways should be included in the TMCs. Other data collection may be necessary depending on the projec;t (such as weekly ATR counts, counts of comparable site trip generation, parking occupancy counts, etc ... ). The study should describe what data will be collected to complete the transportation analysis. Proposed Scope: Traffic counts were conducted on typical weekday between 7 and 9 AM and between 4 and 6 PM. Area Roadway Improvements The study should account for approved and funded transportation improvement projects within the study area. Other planned, but not approved improvements may be appropriate to include. 1 Proposed Scope: Study included modifications to 18 h Street. Background Developments The study should account for traffic generated by developments in the study area that have an origin/destination within the study _area. Typically, only approved/entitled developments are included in the list of background developments. ZONING COMMISSION District of Columbia Case No. 11-17 DATE PREPARED: May 29, 2012 Page4 34C1 d. Comprehensive Transportation Review Scoping Form Adams Morgan Historic Hotel Proposed Scope: At time of study, no approved and un-built developments were identified. Background Growth The study should account for through traffic, including that traffic from bicycle and pedestrians, within the study area from future developments that do not have origins or destinations within the study area. Proposed Scope: Growth of through traffic was represented by a 1 percent increase per year from 2008 to 2015. Site Trip Generation Typically, site trip generation is performed using ITE's Trip Generation. However, recent academic literature may suggest other appropriate site trip generation rates. ITE also provides methodologies for calculating internal capture/synergy for mixed-use developments and pass-by percentages for retail establishments. Mode splits are typically estimated using WMATA's Ridership Survey, but should include bicycle and pedestrian counts from Census data as well. Alternatives include using data from comparable sites, or published in other sources. All assumptions should be detailed in the study. All data source choices must also be justified within the study. Proposed Scope: Hotel- obtained from Montgomery County Guidelines for hotel in Bethesda CBD. Represents approximately 60 to 65 percent reduction in trip generation for suburban hotel as represented by ITE Land Use Code 312. Restaurant and Bar-ITE Land Use Codes 931 and 925 .. Assume 50 percent internal capture, 10 percent non-auto. Results in 60 percent reduction. Meeting/Function Space- Architecture/Design Standards- 30 square feet per person. Assume 50 percent internal capture, 10 percent non-auto. Auto occupancy of 2 people per auto. Health Club- ITE Land Use Code 492. Assume 30 percent internal capture, 10 percent non-auto. Results in 40 percent reduction ZONING COMMISSION District of Columbia Case No. 11-17 DATE PREPARED: May 29, 2012 Page 5 34C1 d. Comprehensive Transportation Review Scopine Form Adams Moraan Historic Hotel Site Trip Distribution & Assignment Trips generated by the site should be distributed throughout the study area network, based on one or a combination of the following: • Existing count patterns • Prior studies of similar land uses near the site • Market studies • Regional models Market studies and regional models are generally used for larger developments. Proposed Scope: Distributions and assignments were based on traffic volume patterns and land uses In the study area. The percent distributions are shown below: To/From North on Adams Mill Road 20% 1 To/From South on 18 h Street 35% To/From East on Columbia Road 25% To/From West on Columbia Road 20% Analysis Methodology Capacity analyses are typically performed using Highway Capacity Manual (HCM) methodologies using an industry recognized software package. Any overall intersection approach LOS that Is shown at grade "F" should be highlighted In the study. Proposed Methodoloav: Capacity analyses were conducted using Synchro Software Package, which utilizes methodologies In the Highway Capacity Manual. Safety Guidelines: The study should present the results of the safety analysis that demonstrates that the site will not create or exacerbate existing safety Issues for all modes of travel. The analysis shall include applicable elements of the Highway Safety Manual and consider at least typical geometry, traffic composition, traffic control, user demographics, and other local conditions. The analysis should also Include three years of crash data for all Intersections within the roadway operations study area. Proposed CTR Scope: At the time of Initiation of traffic study, safety analysis was not requested. Bicycle & Pedestrian Facilities Guidelines: The study should Identify~~~------~------~~---- existing and proposed pedestrian & bicycle service to the site. The study should highlight both the bicycle and pedestrian study areas (block radii, etc.). The site plan's accommodation ZONING COMMISSION of pedestrians and bicycles should be discussed, including Identifying widths of sidewalks, any on-site bicycle District of Columbia pathwa s, and short and lon~·term bicycle parking. The plans should map a walk-shed of Y2 mile and bike-shed Case No. 11-17 DATE PREPARED: May 29, 2012 Page6 34C1 d. Comprehensive Transportation Review Scoping Form Adams Morgan Historic Hotel of 3 miles, as well as pedestrian and bicycle access routes from transit and other major generators. For larger developments or campus plans, the study should take the multi-modal trip generation estimates {described above) and distribute them onto the network to Identify the potential major and minor routes that people will use to and from the proposed development. Proposed CTR Scope: Sidewalks are provided along entire project frontage. The hotel operator will provide a secure bicycle parking area for 30 bicycles In the P-1 level of the parking garage. The storage area will be available for employees, guests and visitors. Hotel guests will be permitted to bring bikes to their rooms. The hotel operator will promote Capital Bikeshare membership cards to guests upon check-ln. Also, upon request, the operator will distribute bicycle route maps and safety information to hotel guests at check-in. Transit Service Guidelines: The study should identify existing and proposed transit facilities that serve the site. Any plans for new facilities should be included, such as bus stops and shelters. The routes associated with any new or existing facilities should be addressed, including frequency of trips and destination points. The site plan's accommodation of transit service, including any changes to bus stops or other transit infrastructure necessary due to development should be discussed. For larger developments or campus plans, the study should take the multi-modal trip generation estimates (described above) and distribute them onto the network to identify the potential amount of new transit riders per route that people will use to and from the proposed development. Proposed CTR Scope: Existing transit service is described in Attachment A Site Access & Loading DDOT requires that loading take place in private space and that no back-up maneuvers take place In the public realm, whether in public space of in areas of private spaces accessible to the general public unless the Applicant can demonstrate a legitimate reason why this must occur. Any plans for new curb cuts need to demonstrate that they meet District standards, including sight distance. When it Is determined that a new curb cut is necessary, the applicant should first consider an alley. If an alley is not available, access from a side street is the next preferable option. The Applicant should include plans for site access and loading pertaining to pedestrians, cyclistsandvehicles,publicspace,bicycleandvehicularparking,busroutesandstops,andcommercialvehicle routes Freight The study should identify existing and proposed commercial vehicle access to the site. The siteZONING plan's COMMISSION accommodation of freight and commercial del Ivery vehicles should be discussed including provisionDistrict of loadingof Columbia Case No. 11-17 DATE PREPAREb: May 29, 2012 Page 7 34C1 d. Comprehensive Tr•nsportlltlon Review Scopine Form Adams Moraan Historic Hotel facilities In private space (loading docks or alleys), requests for curb cuts, or requests for public space to be allocated for commercial vehicle loading. The study should Identify the type and size of delivery vehicles that will access the site and an estimate of the volume and frequency of commercial vehicle activity at the proposed development. The study should also identify the potential routes that commercial vehicles will use to and from the proposed development. Motorcoach For developments that will generate significant tourist activity (hotels, museums, etc.) the study should discuss the site plan's accommodation of motorcoach access. This should Include Identifying areas for passenger unloading/loading, motorcoach parking, and the potential routes that commercial motorcoaches will use to and from the proposed development. Proposed CTR Scope: A truck management plan has been developed and Is included as Attachment B. A Tour Bus Management Plan has been developed. The Hotel may host guests arriving by tour bus. Tour bus arrivals will be scheduled with the Hotel. Staff will be available to assist with the alighting and boarding of Hotel guests. The buses will utilize the alley for the drop off and pick-up of guests. The buses will enter and exit the alley at Euclid Street. After the drop off of guests, the tour buses will leave the neighborhood and, if they must park nearby, will park In locations that are available, for a fee, for bus parking. Among other locations, two potential locations are the National Cathedral bus garage and the National Zoo. The Hotel transportation and logistics coordinator will direct buses by phone as to when they should arrive back at the Hotel for plc.k-up. Guidelines: The parking study should include parking demand estimates and comparisons with the proposed parking supply, using data from comparable sites where possible. The Applicant, through DDOT, must conduct an analysis of Impacts to residential parking and as necessary; propose a scheme to manage curbsides in light of future conditions. The analysis should take Into account the parking spill-over area, Including both on and off street parking supply, and on and off-street parking utilization. Proposed CTR Scope: The proposed hotel will have 177 parking spaces. The parking will be a valet-only operation that Is In effect 24 hours a day, 7 days per week. This number of parking spaces will satisfy the zoning requirements and the practical requirements for this property. Based on providing this number of parking spaces, there Is expected to be no spillover of parking into the surrounding community. ZONING COMMISSION District of Columbia Case No. 11-17 DATE PREPARED: May 29, 2012 Paee8 34C1 d. Comprehensive Transportation Review Scoping Form Adams Morgan Historic Hotel Valet staff will be located at the parte cochere along Champlain Street and along Euclid Street at the hotel entrance. A calculation of peak parking demand based on each of the elements of the proposed hotel is shown below: Hotel Guest Rooms 227 rooms, assume 70 percent occupancy, results in 159 occupied rooms. Assume 50 percent business travelers, 25 percent drive and park. Assume 50 percent tourists and 50 percent drive and park. 80 X 0.25 = 20 79 X 0.50 = 40 Total parking= .§Q Food and Beverage Areas representing food and beverage patron area total 8279 square feet. The number of people accommodated within the patron area is based on 30 square feet per person. Consistent with the trip generation assumptions, 40 percent were assumed to arrive by auto. A vehicle occupancy of 2.5 people per auto was assumed. The calculation of parking demand for food and beverage is shown below. 8279 square feet X 1 person X 0.40 X 1 auto = 44 parked vehicles 30 sf 2.5 persons Meeting Space- Assembly Area Areas which will serve meeting attendees or receptions total 9,138 square feet. The 30 square feet per person figure described above was applied. Consistent with the trip generation assumptions, 40 percent were assumed to arrive by auto and a vehicle occupancy of 2.0 people per auto was assumed. The calc_ulation of parking demand for meeting space is shown below. 9138 sf X 1 person X 0.40 X 1 auto = 61 parked vehicles 30 sf 2.0 persons Health Oub The combination of Spa and Health Club will total 10,933 square feet. The most appropriate method of calculating the actual parking demand is to apply the two-way PM peak hour vehicle trip generation rate of 2.18 trips per thousand square feet contained in the traffic report. This represents patrons who would arrive or leave during the peak hour. This figure accounts for the 30 percent of health club patrons who would already be on-site and the 10 percent who would arrive by non-vehicle mode of travel. ZONING COMMISSION The calculation of parking demand for the health club space is shown below. District of Columbia Case No. 11-17 DATE PREPARED: May 29, 2012 Page9 34C1 d. Comprehensive Tr.nsportatlon Review Scopina Form Adams Moraan Historic Hotel 10,933 sf X 2.18 vehicles = 24 vehicles parked 1,000 sf Totti Parklnc Demand Hotel Guest Rooms 60 Food and Beverage 44 Meeting Space 61 Health Club 24 Total 189 spaces The total peak parking demand for the hotel is 189. The number of parking spaces being provided is 177 spaces. The peak demand assumes that the peak of all activities at the hotel would occur at the same time. Furthermore, the parking garage will be a valet-only operation. As a result, demand that exceeds the 177 spaces can be accommodated by tandem parking of vehicles. It Is estimated that tandem parking by the valets can result In up to 50 additional parking spaces above the 177 marked spaces within the garage. On that basis, an overflow parking demand at the hotel can be ac~mmodated wfthou t adverse~a~ctingthesurroundlngneighborho_o~d-· ~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~l Streetscape/Publlc Realm Guidelines: OOOT expects new developments to rehabilitate streetscape Infrastructure between the curb and property lines. The applicant must work closely with ODOT and OP to ensure that design of the public realm meets current standards. Discussion Items: Transportation Demand Ma_n_a_,a'-em~en~t ~~~~~~~~- Guldellnes: OOOT requires the applicant In all major development review cases to produce a TOM plan. The Incorporation of Transportation Demand Management into the Development Review Process document located on OOOT's website provides guidance. The proposed TOM plan should demonstrate how It will facilitate a greater split between transportation modes. Proposed Scope: A TOM plan has been developed and is Included as Attachment C. ZONING COMMISSION District of Columbia Case No. 11-17 DATE PREPARED: May 29, 2012 Paae 10 34C1 d. Comprehensive Tr•nsportatlon Review Scopine Form Performance Monltorlna & Measurement Guidelines: To complement a TOM plan, OOOT requires that an Applicant compose a performance monitoring plan for any large scale development. This should consist of the establishment of benchmark goals with regard to TOM measures, along with a commitment to increase TOM efforts should the Applicant fall to reach these goals. The monitoring methodology should at least include quantifiable site performance measures and suggest regular testing intervals. Proposed Scope: A performance monitoring plan is proposed. As a condition of the PUO, the applicant agrees to perform an evaluation of traffic operations no later than 14 months and 24 months following the Issuance of a Certificate of Occupancy (C of 0) for the Hotel. The performance measure will Include vehicle trip generation, parking accumulation, valet operations, loading operations, and the transportation demand management plan. • Information/Data Requests (check if requesting data from DDOT): • 0 District planning documents • 0 l ocal planning documents, including sm all area plans • 0 Information on programmed and/or funded roadway Improvements In study area • 0 Studies for background developments in study area • 0 Signal Timings • 0 Crash Data Proposed Schedule: • DDOT comments on Scoplng Document: • Transportation Consultant/Applicant responses to comments: • Phase I Complet ion: • Phase II Completion: • Submission of Report to DDOT: ZONING COMMISSION • Zoning Com mission Hea ring: District of Columbia Case No. 11-17 DATE PREPARED: M•y 29, 2012 34C1 d. Comprehensive Transportation Review Scoping Form Adams Morgan Historic Hotel Attach any Figures, Tables, and Appendices here: ZONING COMMISSION District of Columbia Case No. 11-17 DATE PREPARED: May 29, 2012 Page 12 34C1 Transportation Demand Management Plan In order to take advantage of the numerous pedestrian, bicycle, and transit opportunities in the vicinity of the Adams Morgan Historic Hotel project, and to promote an efficient and effective taxi and valet staging plan, the following transportation management strategies are proposed. I. The hotel operator will act as the point of contact and designate a Transportation Coordinator (TC) for the Transportation Demand Management (TDM) program. The operator will implement and manage TDM measures that are consistent with DDOT's recommended TDM strategy. The operator will provide, and keep current, the name and contact information of the TC to DDOT. The TC will be appropriately trained, to the satisfaction of DDOT, to provide rideshare, transit, and other information provided by DDOT and intended to assist with transportation to and from the site. 2. The operator will become a member of the WMATA SmartBenefits program. 3. A one-time, complimentary $75 WMATA SmarTrip fare card will be provided to all newly hired hotel employees (on a one time basis) to help encourage additional transit usage. 4. The hotel human resources department will establish a WMATA SmarTrip account for all employees so they may have pre-tax monthly commuting benefits added directly to the SmarT rip cards. 5. A fleet of bicycles will be provided that will be stored in the underground garage. The operator will promote Capital Bikeshare membership cards to guests upon check-in. Upon request, the operator will distribute bicycle route maps and safety information to all hotel guests upon check in. The operator will comply with DDOT requirements of Site Plan conditions to provide bicycle parking/storage facilities. The operator will provide dedicated space in the hotel, which will be controlled" by staff, for storage of guest bicycles. Source: Adams Morgan Historic Hotel Traffic Impact Study. Kimley-Horn and Associates, Inc. Updated August 16, 2012 ZONING COMMISSION District of Columbia Case No. 11-17 34C1 6. Upon check-in, WMATA SmarTrip cards will be promoted to hotel guests. 7. For hotel guests and patrons, there will be an hourly or daily charge for parking in the parking garage. 8. An ADA-compliant hotel van (with lift) will be available to provide shuttle service between the hotel and certain local destinations. The van will be powered by an electric charging station to be located in the hotel's parking garage. The van will be staffed by a full-time employee, with a dedicated van-accessible parking space provided on the upper level of the parking garage. The van will be parked in this space when not in service. A communication device will be provided with the hotel for on-call service. 9. Two electric vehicle (EV) charging stations will be installed in the hotel garage. One of the EV charging stations will be available for use by guests and the other will be available for hotel use for the shuttle van and, when not in use by the shuttle van, hotel guests. 10. The lobby will contain an information display to provide transportation-related information to hotel guests and visitors to the property. The concierge will provide up-to-the-second real-time information on public transportation options, departure and arrival times. 11. Valet staging will be provided at the porte cochere along Champlain Street and along Euclid Street at the hotel entrance. Taxi staging will be located along Euclid Street and under the porte cochere along Champlain Street. Three spaces for taxi staging will be provided in front of the hotel front door. 12. As a condition of the PUD, the applicant agrees to perform an evaluation of traffic operations no later than 14 months and 24 months following the issuance of a Certificate of Occupancy (C of 0) for the Hotel. The performance measures will include vehicle trip generation, parking accumulation, valet operation, loading operations, and the transportation demand management plan. Source: Adams Morgan Historic Hotel Traffic Impact Study. Kimley-Horn and Associates, Inc. Updated August 16, 2012 ZONING COMMISSION District of Columbia Case No. 11-17 34C1 13. Although no bus stops are currently adjacent to the project site, if a bus stop requires relocation due to the project, the applicant will maintain or coordinate relocation at their own expense. 14. The hotel operator will publicly post all TDM commitments on-line, such as on the hotel's website. Source: Adams Morgan Historic Hotel Traffic Impact Study. Kimley-Horn and Associates, Inc. Updated August 16, 2012 ZONING COMMISSION District of Columbia Case No. 11-17 34C1 ....,... __ ..,. Kimley~Horn ...... _ r ~ and Associates, Inc. Memorandum To: Brian Friedman 11400• Commerce Park Drive Matthew Wexler Suite400 Adams Morgan Church Hotel, LLC Reston, Virginia 20191 From: Edward Y. Papazian, PE Kimley-Horn and Associates, Inc. Date: August 16, 2012 Subject: Adams Morgan Historic Hotel Truck Management Plan This memorandum presents a truck management plan for the proposed Adams Morgan Historic Hotel. This truck management plan calls for the truck activity to occur at the hotel loading area in the alley located along the west edge of the property. This will result in a safe and efficient operation that will have no adverse impact on the surrounding residential neighborhood. The proposed Adams Morgan Historic Hotel is located along the south side of Euclid Street just east of 18th Street. It is bordered by Euclid Street to the north, the public alley behind 18th Street to the west, and Champlain Street to the east. The proposed hotel will be serviced from the public alley located on the west edge of the property. This alley is currently configured with a Z shape. As part of the proposed development, the hotel developers will create and grant a public easement that will realign the alley in order to provide for a smoother flow of vehicles. This easement will allow vehicles to pass under a cantilever formed by the hotel. The resulting realignment of the alley is depicted on Figure 1. The hotel developers have completed the survey of the properties and easement area as required by DDOT. The hotel is expected to have approximately 5 to 9 deliveries per day. These figures do not include UPS, FedEx, and US Mail. Truck pickups and deliveries would be expected to include the following categories. o Trash pickups are twice per week. Arrangements can be made for pickup either during the early morning or mid-day hours. o Bakery deliveries are generally daily. Delivery will occur between 6 and 7 AM. o Seafood deliveries are generally daily. o Meat deliveries are generally daily. o Produce deliveries are generally daily. o Dairy deliveries are generally every other day . ZONING COMMISSION District of Columbia TEL:• 703.674.1300 FAX: 703.674.1350 Case No. 11-17 34C1 Kim ley-Horn and Associates, Inc. o Paper and other operating supply deliveries are generally once per week. o Soda deliveries are generally once every other day. o Beer deliveries are generally once every other day. o Liquor deliveries are generally once every other day. o Master distributor deliveries are 2 to 3 times per week. o Laundry will involve daily pickup and delivery either late in the day (4 to 7 PM) or early morning after 6 AM if the laundry operation is outsourced. Tractor trailers will not be permitted at the Adams Morgan Historic Hotel. Deliveries will be made by trucks that are single unit vehicles that are between approximately 28 to 32 feet in length. ·The 32 foot long truck was considered the design vehicle for this analysis, though larger trucks could access the loading dock, turn around in the alley and leave room for other trucks to pass through the alley. Truck schedules will be coordinated by a transportation and logistics specialist from the hotel management company in order to stagger the arrival times. The figure of up to 9 trucks represents approximately one truck per two hours extending from early morning to late evening. Two loading docks will be provided for deliveries. A third location will accommodate trash pickup. These loading docks will accommodate trucks of at least 32 feet in length so that the trucks will not block any alley access in both the easement area and the existing alignment by other trucks, vehicles or pedestrians. The AutoTurn analysis shows that trucks will be able to maneuver into and out of the loading area without blocking the flow of through traffic in the alley. Truck drivers will be directed to use the realignment by pavement marking and/or signage, depending upon DDOT's preference. Figure 1 shows the proposed pavement marking to direct drivers. Figure 2 shows the route that trucks will take along the alley from Kalorama Road, proceeding north along the alley, using the hotel loading dock, then proceeding north to Euclid Street. Truck drivers will be directed and required to use the alley for loading and unloading. The transportation and logistics specialist will make sure that service vehicle drivers follow the rules to enter the alley at Kalorama Road by communicating the route and mapping of directions. In conclusion, this truck management plan will provide for a safe and efficient loading and unloading operation for the proposed hotel with no adverse impact on the surrounding residential neighborhood. The number of loading docks that will be provided will be sufficient to support the proposed hotel. ZONING COMMISSION District of Columbia K:\NV A_ TPI0\110303000 Adams Morgan\Correspond\Memorandums\August 2012\2012-08-02_Truck Management Plan.docx Case No. 11-17 34C1 28 FOOT SINGLE UNIT TRUCK l!oo-Z~ CIW'UI: 8CAI.I! Lw..•, JO FOOT SINGLE UNIT TRUCK 32 FOOT SINOU: UNIT TRUCK I I i l• 1 1 t i• I { I ELLL1Jllii Il I I b 6 rt1 I I I fi I I I I b ZONING COMMISSION District of Columbia Case No. 11-17 34C1 GIW'IIIC SCAU: br~ T ZONING COMMISSION 2 District of Columbia Case No. 11-17 34C1 -...... !~--.,. U andKiniley-Hom Associates, Inc. Intersection Turning Movement Count Summary Intersection: Columbia Road and Adams Mill Road/18th Street Date Counted: 21-May-08 Jurisdiction: D.C. Day of Week: Wednesday Counted by: SG Weather: Cloudy Southbound Westbound Northbound Eastbound Veh. Start Time Left Thru Right Peds Total Left I Thru Right Peds Total Left Thru Right Peds Total Left Thru Right Peds Total Total 7:00AM 17 45 13 34 75 10 65 39 14 114 1 65 7 30 73 2 42 7 15 51 313 7:15AM 31 46 9 29 86 10 61 45 34 116 0 eg 12 46 101 2 4e 11 10 59 362 7:30AM 43 84 14 31 121 11 93 42 39 146 0 111 te 44 129 5 52 10 23 67 483 7:45AM 50 74 17 43 141 6 63 52 21 121 0 116 20 39 136 5 62 17 20 84 482 8:00AM 37 75 34 59 146 13 72 47 33 132 1 112 21 52 134 5 46 4 45 55 487 8:15AM 47 123 36 71 206 11 84 38 44 113 0 104 22 61 126 7 57 11 21 75 520 8:30AM 46 122 30 63 200 10 74 53 20 137. 0 ee 7 ee 93 3 70 3 46 76 506 8:45AM 56 126 23 93 205 14 ee 27 26 109 0 84 17 75 101 3 49 11 3e 63 478 Hourly Totals (Start Time) 7:00AM 141 229 53 137 423 37 2e2 17e toe 497 1 361 57 159 439 1~. 202 45 ee 261 1620 7:15AM 161 259 74 162 494 40 2e9 186 127 515 1 42e 71 tet 500 17 206 42 se 265 1774 7:30AM 177 336 101 204 614 41 292 179 137 512 1 443 et 196 525 22 217 42 109 281 1932 7:45AM te2 394 117 236 693 40 273 190 tte 503 1 4te 70 23e 4e9 20 235 35 132 290 1975 8:00AM tee 446 123 286 757 4e 27e 165 123 491 1 3e6 67 274 454 te 222 29 150 269 1971 8:15AM 151 371 e9 227 611 35 206 tte 90 359 0 274 46 222 320 13 176 25 105 214 1504 8:30AM 104 24e 53 156 405 24 142 eo 46 246 0 170 24 161 194 6 119 14 94 139 984 8:45AM 56 126 23 93 205 14. 68 27 26 109 0 94 17 75 101 3 49 11 3e 63 478 117 236 693 40 273 .190 t1e 503 4te 70 238 4e9 20 235 35 132 290 1975 Southbound Westbound Northbound Eastbound Veh. Start Time Left I Thru I Right I Peds I Total Left I Thru I Right I Peds I Total Left I Thru I Right I Peds I Total Left I Thru I Right I Pedsl Total Total 4:00PM 36 69 16 57 123 25 67 43 31 135 0 50 16 e5 66 6 51 6 36 63 387 4:15PM 47 60 28 17 135 3 60 33 41 96 0 57 21 72 78 4 67 17 37 88 397 4:30PM 75 62 13 ee 150 te 42 36 33 98 1 47 20 66 68 10 55 11 29 76 392 4:45PM 61 62 16 6e 159 17 69 34 42 120 0 58 29 71 87 6 63 6 20 75 441 5:00PM 76 84 27 44 187 12 54 37 36 103 2 56 25 63 83 3 67 9 30 79 452 5:15PM 72 95 24 69 191 10 60 45 59 115 0 63 21 66 104 e 76 11 43 95 505 5:30PM 7e 7e 17 75 113 11 75 ..40 42 126 1 97 27 .72 125 e 74 7 36 89 513 5:45PM 75 e7 te 7e 180 16 71 36 76 123 1 99 24 76 124 6 eo 10 25 96 523 Hourly Totals (Start Time) 4:00PM 221 273 73 270 567 63 236 148 147 449 1 212 86 316 299 26 236 40 122 302 1817 4:15PM 259 288 84 257 631 50 225 142 152 417 3 2te 95 294 316 23 252 43 116 3te 1682 4:30PM 284 323 eo 249 ee7 57 225 154 170 436 3 244 95 306 342 27 261 37 122 325 1790 4:45PM 287 339 84 256 710 50 25e 156 179 464 3 294 102 292 399 25 280 33 129 336 1911 5:00PM 301 344 86 266 731 49 260 158 213 467 4 335 97 297 436 25 297 ~37 134 359 1993 5:15PM 225 260 59 222 544 37 206 121 177 364 2 279 72 234 353 22 230 2e 104 2eO 1541 5:30PM 153 165 35 153 353 27 146 76 tte 249 2 196 51 146 249 14 154 17 61 te5 1038 5:45PM 75 67 te 78 teo 16 71 38 76 123 1 99 24 76 124 6 eo 10 25 96 523 Peak Hour 5:00PM 66 266 731 49 260 158 213 467 335 97 297 436 25 297 37 134 359 1993 ZONING COMMISSION District of Columbia K:INVA_ TPT0\11 0198000_AdamsMorgan_Hotei\Da1a Collection\Counts\Columbia_AdamsMi( 1elh.pwf.xls Case No. 11-17 TMCSumm 34C1 ~=~ :tz=tes, Inc. Intersection Turning Movement Count Summary Intersection: Columbia Road and Euclid Street Date Counted: 21-May-08 Jurisdiction: D.C. Day of Week: Wednesday Counted by: SG Weather: Cloudy Southbound Westbound Northbound Eastbound Veh. Start Time Left Thru Right Peds Total Left Thru Right Peds Total Left Thru Right Peds Total Left- Thru Right Peds Total Total 7:00AM 0 106 0 0 106 0 0 0 23 0 2 60 3 4 65 0 0 0 25 0 171 7:15AM 1 113 0 0 114 0 0 0 18 0 1 72 9 2 82 0 0 0 29 0 196 7:30AM 4 145 0 0 149 0 0 0 24 0 3 89 11 1 ·103 0 0 0 27 0 252 7:45AM 6 136 0 0 142 0 0 0 29 0 0 89 19 5 108 0 0 0 42 0 250 8:00AM 0 127 . 0 0 127 0 0 0 17 0 3 95 23 8 121 0 0 0 54 0 248 8:15AM 2 139 0 0 141 0 0 0 22 0 0 91 16 5 107 0 0 0 77 0 248 8:30AM 2 146 0 0 148 0 0 0 34 0 3 83 20 3 106 0 0 0 57 0 254 8:45AM 2 120 0 0 122 0 0 0 36 0 0 92 23 3 115 0 0 0 98 0 237 Hourly Totals (Start Time} 7:00AM 11 500 0 0 511 0 0 0 94 0 6 310 42 12 358 0 0 0 123 0 869 7:15AM 11 521 0 0 532 0 0 0 88 0 7 345 62 16 414 0 0 0 152 0 948 7:30AM 12 547 0 0 559 0 0 0 92 0 6 364 69 19 439 0 0 0 200 0 998 7:45AM 10 548 0 0 558 0 0 0 102 0 6 358 78 21 442 0 0 0 230 0 1000 8:00AM 6 532 0 0 538 0 0 0 109 0 6 361 82 19 449 0 0 0 286 0 967 8:15AM 6 405 0 0 411 0 0 0 92 0 3 266 59 11 328 0 0 0 0 232 0 739 8:30AM 4 266 0 0 270 0 0 0 70 0 3 175 43 6 221 0 0 0 155 0 491 8:45AM 2 120 0 0 122 0 0 0 36 . 0 0 92 23 3 115 0 0 0 98 0 '237 Peak Hour 7:45AM 558 102 358 78 21 442 230 1000 Southbound Westbound Northbound Eastbound Veh. Start Time Left Thru Right Peds Total Left Thru Right Peds Total Left Thru Right Peds Total Left Thru R1ght Peds Total Total 4.00PM 8 88 0 1 96 0 0 0 10 0 1 89 24 18 114 0 0 0 0 0 210 4:15PM 7 89 . 0 0 96 0 0 0 17 0 0 90 36 26 126 0 0 0 0 0 222 4:30PM 5 88 0 0 93 0 0 0 23 0 0 88 37 13 125 0 0 0 0 0 218 4:45PM 1 98 0 0 99 0 0 0 30 0 0 90 46 17 136 0 0 0 0 0 235 5:00PM 1 93 0 0 94 0 0 0 15 0 0 96 37 13 133 0 0 0 0 0 227 5:15PM 2 109 0 0 111 0 0 0 16 0 0 115 42 24 157 0 0 0 0 0 268 5:30PM 8 111 1 0 120 0 0 0 23 0 0 102 44 34 146 0 0 0 0 0 266 5:45PM 13 104 0 0 117 0 0 0 34 0 0 131 59 35 190 0 0 0 0 0 307 Hourly Totals (Start Time) 4:00PM 21 363 0 1 384 0 0 0 80 0 1 357 143 74 501 0 0 0 0 0 885 4·15PM 14 368 0 0 382 0 0 0 85 0 0 364 156 69 520 0 0 0 0 0 902 4:30PM 9 388' 0 0 397 0 0 0 84 0 0 389 162 67 551 0 0 0 0 0 948 4:45PM 12 411 1 0 424 0 0 0 84 0 0 403 169 88 572 0 0 0 0 0 996 5:00PM 24 417 1 0 442 0 0 0 88 0 0 444 182 106 626 0 0 0 0 0 1068 5:15PM 23 324 1 0 348 0 0 0 73 0 0 348 145 93 493 0 0 0 0 0 841 5:30PM 21. '215 1 0 237 0 0 0 57 0 0 233 103 69 336 0 0 0 0 0 573 545PM 13 104 0 0 117 0 0 0 34 0 0 131 59 35 190 0 0 0 0 o· 307 Peak Hour 5:00PM 442 88 444 182 106 626. 1068 ZONING COMMISSION District of Columbia K:\NVA_ TPT0\110198000_AdamsMorgan_Hotei\Oata Collection\Counts\Columbia_Euclid.xls TMCSumm: Case No. 11-17 34C1 K"mley-Hom and Associates, Inc. Intersection Turning Movement Count Summary Intersection: Columbia Road and Champlain Street Date Counted: 22-May-08 Jurisdiction: D.C. Day of Week: Thursday Counted by: SG Weather: Cloudy Southbound Westbound Northbound Eastbound Veh. Start Time Left Thru Right Peds Total Left Thru I Right Peds Total Left Thru I Right Peds Total Left Thru Right Peds Total Total 7:00AM 0 0 0 0 0 8 116 0 9 124 4 0 0 9 4 0 61 0 2 61 189 7:15AM 0 0 0 0 0 3 113 0 6 116 6 0 1 9 7 0 69 0 1 69 192 7:30AM 0 0 0 0 0 9 141 0 13 150 4 0 7 13 11 0 80 0 1 80 241 7:45AM 0 0 0 0 0 7 132 1 14 140 5 0 0 17 5 0 92 1 0 93 238 8:00AM 0 0 0 0 0 5 125 0 18 130 7 0 2 16 9 0 88 0 0 88 227 8:15AM 0 0 0 0 0 14 124 0 24 138 8 0 2 13 10 0 78 0 1 78 226 8:30AM 0 0 0 0 0 8 140 0 38 148 8 0 2 25 10 0 76 1 1 77 235 8'45AM 0 0 0 0 0 8 111 0 34 119 3 0 4 27 7 0 79 0 0 79 205 Hourly Totals (Start Time) 7:00AM 0 0 0 0 0 27 502 1 42 530 19 0 8 48 27 0 302 1 4 303 860 7:15AM 0 q 0 0 0 24 511 1 51 536 22 0 10 55 32 0 329 1 2 330 898 7:30AM 0 0 0 0 0 35 522 1 69 558 24 0 11 59 35 0 338 1 2 339 932 7:45AM 0 0 0 0 0 34 521 1 94 556 28 0 6 71 34 0 334 2 2 336 926 8:00AM 0 0 0 0 0 35 500 0 114 535 26 0 10 81 36 0 321 1 2 322 893 8:15AM 0 D. 0 0 0 30 375. 0 96 405 19 0 8 65 27 0 233 1 2 234 666 8:30AM 0 0 0 0 0 16 251 0 72 267 11 0 6 52 17 0 155 1 1 156 440 8:45AM 0 0 0 0 0 8 111 0 34 119 3 0 4 27 7 0 79 0 0 79 205 35 522 69 558 24 11 59 35 338 339 932 Southbound Westbound Northbound Eastbound Veh. Start Time Left Thru Right Peds Total Left I Thru Right Peds Total Left Thru I Rtght Peds Total Left Thru Right I Peds I Total Total 4:00PM 0 0 0 0 0 7 105 0 0 112 3 0 11 59 14 0 78 0 27 78 204 4:15PM 0 0 0 0 0 6 106 0 0 112 4 0 5 60 9 0 81 4 33 85 206 4:30PM 0 0 0 0 0 6 94 0 0 100 6 0 12. 56 18 0 92 1 41 93 211 4:45PM 0 0 0 0 0 5 123 0 0 128 4 0 5 51 9 0 91 1 40 92 229 5:00PM 0 0 0 0 0 15 123 0 0 138 3 0 3 49 6 0 88 2 48 90 234 5:15PM 0 0 0 0 0 4 125 0 0 129 7 0 2 46 9 0 101 1 43 102 240 5:30PM 0 0 0 0 0 10 120 0 0 130 4 12 7 53 23 0 99 2 35 101 254 5:45PM 0 0 0 0 0 8 108 0 0 116 8 0 6 63 14 0 107 0 53 107 237 Hourly Totals (Start Time) 4:00PM 0 0 0 0 0 24 428 0 0 452 17 0 33 226 50 0 342 6 141 348 850 4:15PM 0 0 0 0 0 32 446 0 0 478 17 0 25 216 42 0 352 8 182 360 880 4:30PM 0 0 0 0 0 30 465 0 0 495 20 0 22 202 42 0 372 5 172 377 914 4:45PM 0 0 0 0 0 34 491 0 0 525 18 12 17 199 47 0 379 6 166 385 957 5:00PM 0 0 0 0 0 37 476 0 0 513 22 12 18 211 52 0 395 5 179 400 965 5:15PM 0 0 0 0 0 22 353 0 0 375 19 12 15 162 46 0 307 3 131 310 731 5:30PM 0 0 0 0 0 18 228 0 0 246 12 12 13 116 37 0 206 2 88 206 491 5:45PM 0 0 0 0 0 8 108 0 0 116 8 0 6 63 14 0 107 0 53 107 237 Peak Hour 5:00PM 37 476 513 22 12 18 211 52 395 179 400 965 ZONING COMMISSION District of Columbia K:\NVA_ TPT0\11 0198000_AdamsMorgan_Hotei\Data Collect•on\Counts\Columbia_Champlain.xls TMCSumm Case No. 11-17 34C1 Kim ley-Hom and Associates, Inc. Intersection Turning Movement Count Summary Intersection: Euclid Street and Champlain Street Date Counted: 22-May-08 Jurisdiction: D.C. Day of Week: Thursday Counted by: SG Weather: Cloudy Southbound Westbound Northbound Eastbound Veh. Start Time Left Thru Ri ht Peds Total Left Thru Right Peds Total Left Thru Right Peds Total Left Thru Right Peds Total Total 7:00AM 4 4 0 7 8 0 0 0 3 0 0 3 1 17 4 1 6 ·3 2 10 22 7:15AM 4 2 0 6 6 0 0 0 2 0 0 7 0 20 7 2 10 2 1 14 27 7:30AM 2 7 0 5 9 0 0 0 1 ·o 0 8 0 19 8 3 10 4 3 17 34 7:45AM 3 5 0 8 8 0 0 0 10 0 0 3 0 22 3 1 8 1 1 10 21 8:00AM 4 1 0 4 5 0 0 0 9 0 0 7 2 33 9 3 22 3 2 28 42 8:15AM 4 8 0 2 12 0 0 0 6 0 0 6 1 14 7 4 13 6 3 23 42 8:30AM 2 9 0 10 11 0 0 0 7 0 0 10 2 14 12 1 11 5 8 17 40 8:45AM 3 5 0 11 8 0 0 0 9 0 0 7 5 32 12 ' 1 19 10 5 30 50 Hourly Totals (Start Time) 7:00AM 13 18 0 26 31 0 0 0 16 0 0 21 1 78 22 7 34 10 7 51 104 7:15AM 13 15 0 23 28 0 0 0 22 0 0 25 2 94 27 9 50 10 7 69 124 7:30AM '13 21 0 19 34 0 0 0 26 0 0 24 3 88 27 11 53 14 9 78 139 7:45AM 13 23 0 24 36 0 0 0 32 0 0 26 5 83 31 9 54 15 14 78 145 8:00AM 13 23 0 27 36 0 0 0 31 0 0 30 10 93 40 9 65 24 18 98 174 8:15AM 9 22 0 23 31 0 0 0 22 0 0 23 8 60 31 6 43 21 16 70 132 8:30AM 5 14 0 21 19 0 0 0 16 0 0 17 7 46 24 2 30 15 13 47 90 8:45AM 3 5 0 11 8 0 0 0 9 0 0 7 5 32 12 1 19 10 5 30 50 Peak Hour 8:00AM 27 36 31 30 10 93 40 65 24 18 98 174 Southbound Westbound Northbound Eastbound Veh. Start Time Left Thru Right Peds Total Left Thru Right Peds Total Left Thru Right Peds Total Left Thru Right Peds Total Total 4:00PM 16 4 0 13 20 0 0 0 9 0 1 6 4 27 11 7 26 11 5 44 75 4:15PM 4 6 0 9 10 0 0 0 17 0 0 9 1 30 10 3 32 6 7 41 81 4:30PM 4 3 0 12 7 0 0 0 9 0 0 7 3 24 10 7 46 9 7 62 79 4:45PM 8 4 0 18 12 0 0 0 15 0 0 4 3 42 7 3 36 10 11 49 88 5:00PM 10 4 0 5 14 0 0 0 10 0 0 3 3 43 6 4 43 11 16 58 78 5:15PM 5 6 0 12 11 0 0 0 19 0 0 6 3 40 9 6 48 4 8 58 78 5:30PM 8 8 0 11 16 0 0 0 9 0 0 7 9 32 16 6 51 17 12 74 106 5:45PM 10 7 0 14 17 0 0 0 20 0 0 6 6 35 12 3 51 18 14 72 101 Hourly Totals (Start Time) 4:00PM 32 17 0 52 49 0 0 0 50 0 1 26 11 123 36 20 140 36 30 186 283 4:15PM 26 17 0 44 43 0 0 0 51 0 0 23 10 139 33 17 157 36 41 210 286 4:30PM 27 17. 0 47 44 0 0 0 53 0 0 20 12 149 32 20 173 34 42 227 303 4:45PM 31 22 0 46 53 0 0 0 53 0 0 20 18 157 38 19 178 42 47 239 330 5:00PM 33 25 0 42 58 0 0 0 58 0 0 22 21 150 43 19 193 50 50 262 363 5:15PM 23 21 o· 37 44 0 0 0 49 0 0 19 18 107 37 15 150 39 34 204 285 5:30PM 18 15 0 25 33 0 0 0 29 0 0 13 15 67 28 9 102 35 26 146 207 5:45PM 10 7 0 14 17 0 0 0 20 0 0 6 6 35 12 3 51 18 14 72 101 Peak Hour 5:00PM 42 58 22 21 150 43 19 193 50 50 262 363 ZONING COMMISSION District of Columbia K:INVA_ TPT0\11 0199000_AdamsMorgan_Hotei\Oata Collection\Counts\Euclid_Champlain.xls Case No. 11-17 TMC summary 34C1 ...... , __ .,.. Kimley-Hom Intersection Turning Movement Count Summary llllo...l ~ and Associates, Inc. Intersection: Columbia Road and Ontario Road Date Counted: 28-May-08 Jurisdiction: D.C. Day of Week: Wednesday Counted by: PB Weather: Cloudy Southbound Westbound Northbound Eastbound Veh. Start Time Left Thru Right Peds Total Left Thru Right Peds Total Left Thru Right Peds Total Left Thru Right Peds Total Total 7:00AM 0 0 0 0 0 0 110 5 3 11, 5 0 7 16 12 6 92 0 5 98 225 7:15AM 0 0 0 0 0 0 119 1 1 120 7 0 5 22 12 1 n 0 4 78 210 7:30AM 0 0 0 0 0 0 147 0 2 147 8 0 5 21 11 8 98 0 5 102 260 7:45AM 0 0 0 0 0 0 174 0 6 174 7 0 7 14 14 6 99 0 10 9' 283 8:00AM 0 0 0 0 0 0 187 0 12 167 13 0 1 17 14 9 81 0 14 90 271 8:15AM 0 0 0 0 0 0 169 0 17 169 10 0 5 24 1' 16 94 0 12 110 294 8:30AM 0 0 0 O· 0 0 148 0 10 148 9 0 13 28 22 7 110 0 13 117 287 8:45AM 0 0 0 0 0 0 157 1 27 1~ 4 0 12 46 16 7 103 0 20 110 284 Hourly Totals (Start Time) 7:00AM 0 0 0 0 0 0 550 6 12 558 25 0 24 73 49 19 354 0 24 373 978 7:15AM 0 0 0 0 0 0 807 1 21 808 33 0 18 74 51 22 343 0 33 365 1024 7:30AM 0 0 0 0 0 0 857 0 37 857 38 0 18 76 54 37 380 0 41 397 1108 7:45AM 0 0 0 0 0 0 658 0 45 658 39 0 26 83 65 38 374 0 49 412 1135 8:00AM 0 0 0 0 0 0 641 1 88 642 38 0 31 115 67 39 388 0 59 427 1138 8:15AM 0 0 0 0 0 0 474 1 54 475 23 0 30 98 53 30 307 0 45 337 885 8:30AM 0 0 0 0 0 0 305 1 37 308 13 0 25 74 38 14 213 0 33 227 571 8:45AM 0 0 0 0 0 0 157 1 27 158 4 0 12 46 16 7 103 0 20 110 284 Peak Hour 8:00AM 641 68 642 36 31 115 67 39 388 59 427 Southbound Westbound Northbound Eastbound Veh. Start Time Left I Thru I Right I Peds I Total Left _l Thru I Right I Peds !Total Left I Thru I Right I Peds I Total Left I Thru I RightlPedsJ Total Total 4:00PM 0 0 0 0 0 0 111 0 9 111 2 0 9 60 11 4 118 0 24 122 244 4:15PM 0 0 0 0 0 0 107 0 32 107 4 0 10 89 14 1 118 0 29 117 238 4:30PM 0 0 0 0 0 0 116 0 30 116 4 0 10 85 14 1 116 0 24 117 247 4:45PM 0 0 0 0 0 0 141 0 29 141 8 0 7 50 1' 1 126 0 29 127 283 5:00PM 0 0 0 0 0 0 128 0 36 128 11 0 15 59 28 4 122 0 26 128 278 5:15PM 0 0 0 0 0 0 129 1 28 130 8 0 10 60 18 3 122 0 31 12, 273 5:30PM 0 0 0 0 0 0 118 1 29 117 7 0 10 85 17 8 116 0 35 124 256 5:45PM 0 0 0 0 0 0 111 0 29 111 1 0 18 74 19 3 120 0 42 123 253 Hourly Totals (Start Time) 4:00PM 0 0 0 0 0 0 475 0 100 475 18 0 36 284 54 7 476 0 106 483 1012 4:15PM 0 0 0 0 0 0 490 0 127 490 27 0 42 283 89 7 480 0 108 467 1046 4:30PM 0 0 0 0 0 0 512 1 121 513 31 0 42 254 73 9 488 0 110 495 1081 4:45PM 0 0 0 0 0 0 512 2 120 514 34 0 42 234 76 16 488 0 121 502 1092 5:00PM 0 0 0 0 0 0 482 2 120 484 27 0 53 258 80 18 480 0 134 498 1082 5:15PM 0 0 0 0 0 0 356 2 84 358 16 0 38 199 54 14 358 0 108 372 784 5:30PM 0 0 0 0 0 0 227 1 58 228 a 0 28 139 36 11 236 0 77 247 511 5:45PM 0 0 0 0 0 0 111 0 29 111 1 0 18 74 19 3 120 0 42 123 253 Peak Hour 4:45PM 512 120 514 34 42 234 76 16 488 121 502 1092 ZONING COMMISSION District of Columbia K:\NVA_ TPT0\11 0198000_AdamsMorgan_Hotei\Oata Collection\Counts\Columbia_Ontario.xls Case No. 11-17 TMCSumm 34C1 ~=~ ~~tes. tnc. Intersection Turning Movement Count Summary Intersection: Champlain St NW Pedestrian Count Date Counted: 5122/08 AM Jurisdiction: District of Columbia Day of Week: Thursday Counted by: EV Weather: Sunny, cool Southbound Westbound Northbound Eastbound Veh. Start Time Left Thru Right Peds Total Left Thru Right Peds Total Left Thru Right Peds Total Left Thru Right Peds Total Total 7:00AM o~ 0 0 6 0 0 0 0 0 0 0 0 0 4 0 0 0 0 0 0 0 7:15AM 0 0 0 13 0 0 0 0 0 0 0 0 0 4 0 0 0 0 0 0 0 7:30AM 0 0 0 12 0 0 0 0 0 0 0 0 0 7 0 0 0 0 0 0 0 7:45AM 0 0 0 6 0 0 0 0 0 0 0 0 0 7 0 0 0 0 0 0 0 8:00AM 0 0 0 19 0 0 0 0 0 0 0 0 0 5 0 0 0 0 0 0 0 8:15AM 0 0 0 19 0 0 0 0 0 0 0 0 0 15 0 0 0 0 0 0 0 8:30AM 0 0 0 20 0 0 0 0 0 0 0 0 0 22 0 0 0 0 0 0 0 8:45AM 0 0 0 16 0 0 0 0 0 0 0 0 0 17 0 0 0 0 0 0 0 Hourly Totals (Start Time) 7:00AM 0 0 0 39 0 0 0 0 0 0 0 0 0 22 0 0 0 0 0 0 0 7:15AM 0 0 0 52 0 0 0 0 0 0 0 0 0 23 0 0 0 0 0 0 0 7:30AM 0 0 0 58 0 0 0 0 0 0 0 0 0 34 0 0 0 0 0 0 0 7:45AM 0 0 0 66 0 0 0 0 0 0 0 0 0 49 0 0 0 0 0 0 0 8:00AM 0 0 0 76 0 0 0 0 0 0 0 0 0 59 0 0 0 0 0 0 0 8:15AM 0 0 0 57 0 0 0 0 0 0 0 0 0 54 0 0 0 0 0 0 0 8:30AM 0 0 0 38 0 0 0 0 0 0 0 0 0 39 0 0 0 0 0 0 0 8:45AM 0 0 0 18 0 0 0 0 0 0 0 0 0 17 0 0 0 0 0 0 0 Peak Hour 7:00AM 39 22 Southbound Westbound Northbound Eastbound Veh. Start Time Left Thru Rioht Peds Total Left Thru Rioht Peds Total Left Thru Right Peds Total Left Thru Right Peds Total Total 4:00PM 0 0 0 10 0 0 0 0 0 0 0 0 0 12 0 0 0 0 0 0 0 4:15PM 0 0 0 14 0 0 0 0 0 0 0 0 0 10 0 0 0 0 0 0 0 4:30PM 0 0 0 14 0 0 0 0 0 0 0 0 0 13 0 0 0 0 0 0 0 4:45PM 0 0 0 13 0 0 0 0 0 0 0 0 0 16 0 0 0 0 0 0 0 5:00PM 0 0 0 25 0 0 0 0 0 0 0 0 0 23 0 0 0 0 0 0 0 5:15PM 0 0 0 10 0 0 0 0 0 0 0 0 0 6 0 0 0 0 0 0 0 5:30PM 0 0 0 18 0 0 0 0 0 0 0 0 0 11 0 0 0 0 0 0 0 5:45PM 0 0 0 17 0 0 0 0 0 0 0 0 0 22 0 0 0 0 0 0 0 Hourly Totals (Start Time) 4:00PM 0 0 0 51 0 0 0 0 0 0 0 0 0 53 0 0 0 0 0 0 0 4:15PM 0 0 0 66 0 0 0 0 0 0 0 0 0 84 0 0 0 0 0 0 0 4:30PM 0 0 0 62 0 0 0 0 0 0 0 0 0 60 0 0 0 0 0 0 0 4:45PM 0 0 0 66 0 0 0 0 0 0 0 0 0 58 0 0 0 0 0 0 0 5:00PM 0 0 0 70 0 0 0 0 0 0 0 0 0 62 0 0 0 0 0 0 0 5:15PM 0 0 0 45 0 0 0 0 0 0 0 0 0 39 0 0 0 0 0 0 0 5:30PM 0 0 0 35 0 0 0 0 0 0 0 0 0 33 0 0 0 0 0 0 0 5:45PM 0 0 0 17 0 0 0 0 0 0 0 0 0 22 0 0 0 0 0 0 0 Peak Hour 4:00PM 51 53 ·o ZONING COMMISSION District of Columbia K:INVA_ TPT0\11 0198000_AdamsMorgan_Hotei\Data Collection\Counts\Champlain_Pe TRAFFIC FROM NORTH TRAFFIC FROM SOUTH TRAFFIC FROM EAST TRAFFIC FROM WEST TOTAL on: Ontario Rd on: Ontario Rd on: Euclid St on: Euclid St N+S TIME + LEFT THRU RIGHT U-TN TOTAL LEFT THRU RIGHT U-TN TOTAL LEFT THRU RIGHT U-TN TOTAL LEFT THRU RIGHT U-TN TOTAL E+W AM 7:00-7:15 0 4 3 0 7 2 5 0 7 0 9 2 0 11 25 7:15-7:30 0 10 1 0 11 6 4 0 10 0 12 1 0 13 34 7:30-7:45 0 6 3 0 9 6 4 0 10 0 7 0 0 7 26 7:45-8:00 0 11 5 0 16 3 5 0 8 0 12 3 0 15 39 8:00-8:15 0 13 2 0 15 8 7 0 15 2 15 4 0 21 51 8:15-8:30 0 8 4 0 12 12 6 0 18 2 11 4 0 17 47 8:30-8:45 0 8 0 0 8 10 0 0 10 5 19 6 0 30 48 8:45-9:00 0 23 5 0 28 9 8 0 17 3 13 10 0 26 71 9:00-9:15 0 6 5 0 11 9 7 0 16 5 14 11 0 30 57 9:15-9:30 0 8 3 0 11 2 6 0 8 2 19 6 0 27 46 9:30-9:45 0 10 2 0 12 7 5 0 12 2 21 4 0 27 51 9:45-10:00 0 9 3 0 12 3 5 0 8 6 13 6 0 25 45 3 Hr Totals 0 0 0 0 0 0 116 36 0 152 77 0 62 0 139 27 165 57 0 249 540 1 Hr Totals 7:00-8:00 0 0 0 0 0 0 31 12 0 43 17 0 18 0 35 0 40 6 0 46 124 7:15-8:15 0 0 0 0 0 0 40 11 0 51 23 0 20 0 43 2 46 8 0 56 150 7:30-8:30 0 0 0 0 0 0 38 14 0 52 29 0 22 0 51 4 45 11 0 60 163 7:45-8:45 0 0 0 0 0 0 40 11 0 51 33 0 18 0 51 9 57 17 0 83 185 8:00-9:00 0 0 0 0 0 0 52 11 0 63 39 0 21 0 60 12 58 24 0 94 217 8:15-9:15 0 0 0 0 0 0 45 14 0 59 40 0 21 0 61 15 57 31 0 103 223 8:30-9:30 0 0 0 0 0 0 45 13 0 58 30 0 21 0 51 15 65 33 0 113 222 8:45-9:45 0 0 0 0 0 0 47 15 0 62 27 0 26 0 53 12 67 31 0 110 225 9:00-10:00 0 0 0 0 0 0 33 13 0 46 21 0 23 0 44 15 67 27 0 109 199 PEAK HOUR 8:45-9:45 0 0 0 0 0 0 47 15 0 62 27 0 26 0 53 12 67 31 0 110 225 PM 4:00-4:15 0 8 8 0 16 3 7 0 10 3 31 4 0 38 64 4:15-4:30 0 11 6 0 17 2 8 0 10 1 22 6 0 29 56 4:30-4:45 0 13 3 0 16 1 4 0 5 4 29 4 0 37 56 4:45-5:00 0 8 5 1 14 4 1 0 5 3 38 4 0 45 64 5:00-5:15 0 11 6 0 17 6 2 0 8 3 34 4 0 41 66 5:15-5:30 0 17 9 1 27 4 1 1 6 6 44 3 0 53 86 5:30-5:45 0 17 3 0 20 4 8 0 12 7. 42 8 0 57 89 5:45-6:00 0 16 7 1 24 3 6 0 9 2 37 3 0 42 75 6:00-6:15 0 17 3 0 20 1 6 0 7 9 52 10 0 71 98 6:15-6:30 0 10 2 0 12 3 4 0 7 4 29 -4 0 37 56 6:30-6:45 0 7 4 0 11 3 5 0 8 3 24 4 0 31 50 6:45-7:00 0 ·9 3 0 12 7 7 2 16 10 40 4 0 54 82 3 Hr Totals 0 0 0 0 0 0 144 59 3 206 41 0 59 3 103 55 422 58 0 535 844 1 Hr Totals 4:00-5:00 0 0 0 0 0 0 40 22 1 63 10 0 20 0 30 11 120 18 0 149 242 4:15-5:15 0 0 0 0 0 0 43 20 1 64 13 0 15 0 28 11 123 18 0 152 244 4:30-5:30 0 0 0 0 0 0 49 23 2 74 15 0 8 1 24 16 145 15 0 176 274 4:45-5:45 0 0 0 0 0 0 53 23 2 78 18 0 12 1 31 19 158 19 0 196 305 5:00-6:00 0 0 0 0 0 0 61 25 2 88 17 0 17 1 35 18 157 18 0 193 316 5:15-6:15 0 0 0 0 0 0 67 22 2 91 12 0 21 1 34 24 175 24 0 223 348 5:30-6:30 0 0 0 0 0 0 60 15 1 76 11 0 24 0 35 22 160 25 0 207 318 5:45-6:45 0 0 0 0 0 0 50 16 1 67 10 0 21 0 31 18 142 21 0 181 279 6:00-7:00 0 0 0 0 0 0 43 12 0 55 14 0 22 2 38 26 145 22 0 193 286 I PEAK HOUR ZONING COMMISSION District of Columbia Case No. 11-17 34C1 Counted by: VCU Day: Thursday Intersection of: Ontario Rd Date: July 26, 2012 and: Euclid St Weather: Sunny/Hot Location: Washington, D.C. Entered by: RB TIME AM 7:00-7:15 11 0 12 0 7:15-7:30 11 0 7 0 7:30-7:45 14 0 13 0 7:45-8:00 10 0 20 0 8:00-8:15 6 0 27 0 8:15-8:30 20 0 22 0 8:30-8:45 26 0 24 0 8:45-9:00 14 26 0 9:00-9:15 17 0 25 0 9:15-9:30 13 9 0 9:30-9:45 16 0 16 0 9:45-10:00 7 0 16 0 PM 4:00-4:15 13 0 13 0 4:15-4:30 8 0 14 0 4:30-4:45 7 0 12 0 . 4:45-5:00 13 0 16 0 5:00-5:15 17 0 17 0 5:15-5:30 21 1 21 0 5:30-5:45 6 0 22 0 5:45-5:00 19 27 0 6:00-6:15 13 14 0 6:15-6:30 10 ZONING COMMISSION25 0 6:30-6:45 14 0 District of Columbia17 0 Case No. 11-17 34C1 6:45-7:00 I 21 I 1 I 24 I 0 TOTALS 162 5 222 0 Euclid St Euclid St EAST LEG WEST LEG TIME PEDESTRIANS BICYCLES PEDESTRIANS BICYCLES AM 7:00-7:15 3 0 6 0 7:15-7:30 4 0 8 0 7:30-7:45 8 0 10 0 7:45-8:00 8 0 6 0 8:00-8:15 23 2 5 0 8:15-8:30 11 0 7 0 8:30-8:45 15 0 16 0 8:45-9:00 16 0 10 0 9:00-9:15 6 0 10 0 9:1.5-9:30 13 0 6 0 9:30-9:45 14 0 7 0 9:45-10:00 23 0 8 0 TOTALS 144 2 99 0 PM 4:00-4:15 16 0 11 0 4:15-4:30 5 1 17 0 4:30-4:45 6 0 16 0 4:45-5:00 12 0 8 0 5:00-5:15 11 0 15 0 5:15-5:30 11 0 13 0 5:30-5:45 4 1 6 1 5:45-5:00 13 0 13 0 6:00-6:15 6 0 12 0 6:15-6:30 14 1 7 0 6:30-6:45 16 0 4 0 6:45-7:00 13 0 ZONING COMMISSION5 0 TOTALS 127 3 District of Columbia127 1 Case No. 11-17 34C1 VEHICLE TURNING MOVEMENT COUNT- SUMMARY Counted by: vcu Intersection of: Champlain St Date: July 26, 2012 Day: Thursday and: Kalorama Rd '(North) Weather: Sunny/Hot ~r llt/!ic Location: Washington, D.C. Entered by: RB Gmup TRAFFIC FROM NORTH TRAFFIC FROM SOUTH TRAFFIC FROM EAST TRAFFIC FROM WEST TOTAL on: Champlain St on: Champlain St on: Kalorama Rd on: N+S TIME + LEFT THRU RIGHT U-TN TOTAL LEFT THRU RIGHT U-TN TOTAL LEFT THRU RIGHT U-TN TOTAL LEFT THRU RIGHT U-TN TOTAL E+W AM 7:00-7:15 2 9 0 11 2 1 0 3 3 2 0 5 0 19 7:15-7:30 0 4 0 4 0 2 0 2 10 4 0 14 0 20 7:30-7:45 1 10 0 11 0 1 0 1 14 8 0 22 0 34 7:45-8:00 6 10 0 16 3 4 0 7 22 5 0 27 0 50 8:00-8:15 5 12 0 17 4 2 0 6 20 3 0 23 0 46 8:15-8:30 6 8 0 14 2 6 0 8 20 4 0 24 0 46 8:30-8:45 3 19 1 23 1 3 1 5 28 5 0 33 0 61 8:45-9:00 6 13 0 19 1 8 0 9 15 6 0 21 0 49 9:00-9:15 11 10 0 21 6 6 0 12 23 7 0 30 0 63 9:15-9:30 1 10 1 12 2 5 0 7 13 8 0 21 0 40 9:30-9:45 3 7 0 10 0 3 0 3 15 4 0 19 0 32 9:45-10:00 3 7 0 10 2 5 0 7 18 3 0 21 0 38 3 HrTotals 47 119 0 2 168 0 23 46 1 70 201 0 59 0 260 0 0 0 0 0 498 1 Hr Totals 7:00-8:00 9 33 0 0 42 0 5 8 0 13 49 0 19 0 68 0 0 0 0 0 123 7:15-8:15 12 36 0 0 48 0 7 9 0 16 66 0 20 0 86 0 0 0 0 0 150 7:30-8:30 18 40 0 0 58 0 9 13 0 22 76 0 20 0 96 0 0 0 0 0 176 7:45-8:45 20 49 0 1 70 0 10 15 1 26 90 0 17 0 107 0 0 0 0 0 203 8:00-9:00 20 52 0 1 73 0 8 19 1 28 83 0 18 0 101 0 0 0 0 0 202 8:15-9:15 26 50 0 1 77 0 10 23 1 34 86 0 22 0 108 0 0 0 0 0 219 8:30-9:30 21 52 0 2 75 0 10 22 1 33 79 0 26 0 105 0 0 0 0 0 213 8:45-9:45 21 40 0 1 62 0 9 22 0 31 66 0 25 0 91 0 0 0 0 0 184 9:00-10:00 18 34 0 1 53 0 10 19 0 29 69 0 22 0 91 0 0 0 0 0 173 PEAK HOUR 26 50 0 1 77 0 10 23 1 34 86 0 22 0 108 0 0 0 0 0 219 PM 4:00-4:15 3 1 0 4 3 9 0 12 •'11 4 0 15 0 31 4:15-4:30 2 7 0 9 2 3 0 5 12 6 0 18 0 32 4:30-4:45 2 6 0 8 5 5 0 10 7 6 0 13 0 31 4:45-5:00 7 4 0 11 6 7 0 13 7 3 0 10 0 34 5:00-5:15 7 8 0 15 5 14 0 19 6 4 0 10 0 44 5:15-5:30 1 9 1 11 8 18 0 26 20 9 0 29 0 66 5:30-5:45 7 7 1 15 9 14 0 23 18 3 0 21 0 59 5:45-6:00 6 4 0 10 11 18 0 29 16 8 0 24 0 63 6:00-6:15 3 6 0 9 10 8 0 18 17 4 0 21 0 48 6:15-6:30 4 5 1 10 13 11 0 24 12 6 0 18 0 52 6:30-6:45 6 5 0 11 15 10 0 25 14 5 0 19 0 55 6:45-7:00 6 9 1 16 9 14 0 23 10 5 0 15 0 54 3 Hr Totals 54 71 0 4 129 0 96 131 0 227 150 0 63 0 213 0 0 0 0 0 569 1 Hr Totals 4:00-5:00 14 18 0 0 32 0 16 24 0 40 37 0 19 0 56 0 0 0 0 0 128 4:15-5:15 18 25 0 0 43 0 18 29 0 47 32 0 19 0 51 0 0 0 0 0 141 4:30-5:30 17 27 0 1 45 0 24 44 0 68 40 0 22 0 62 0 0 0 0 0 175 4:45-5:45 22 28 0 2 52 0 28 53 0 81 51 0 19 0 70 0 0 0 0 0 203 5:00-6:00 21 28 0 2 51 0 33 64 0 97 60 0 24 0 84 0 0 0 0 0 232 5:15-6:15 17 26 0 2 45 0 38 58 0 96 71 0 24 0 95 0 0 0 0 0 236 5:30-6:30 20 22 0 2 44 0 43 51 0 94 63 0 21 0 84 0 0 0 0 0 222 5:45-6:45 19 20 0 1 40 o· 49 47 0 96 59 0 23 0 82 0 0 0 0 0 218 I s:oo-7:oo 19 25 0 2 46 0 47 43 0 90 53 0 20 0 73 0 0 0 0 0 209 PEAK HOUR I 5:16-6:15 17 26 0 2 45 0 38 58 0 96 71 0 24 0 95 0 0 0 0 0 236 ZONING COMMISSION District of Columbia Case No. 11-17 34C1 PEDESTRIAN OBSERVATIONS Counted by: VCU Day: Thursday Intersection of: Champlain St Date: July 26, 2012 and: Kalorama Rd (North) Weather: Sunny/Hot ~mfftf" Location: Washington, D.C. Entered by: RB Gtoll/J Champlain st Champlain St NORTH LEG SOUTH LEG TIME PEDESTRIANS BICYCLES PEDESTRIANS BICYCLES AM 7:00-7:15 2 0 1 0 7:15-7:30 3 0 2 0 7:30-7:45 3 0 4 0 7:45-8:00 6 0 3 0 8:00-8:15 1 0 4 0 8:15-8:30 0 0 4 0 8:30-8:45 0 0 9 0 8:45-9:00 3 0 10 0 9:00-9:15 3 0 3 0 9:15-9:30 4 0 3 0 9:30-9:45 2 0 2 0 9:45-10:00 2 0 5 0 TOTALS 29 0 50 0 PM 4:00-4:15 4 0 10 0 4:15-4:30 4 0 5 0 4:30-4:45 5 0 11 0 4:45-5:00 8 0 7 0 5:00-5:15 3 0 8 0 5:15-5:30 5 0 6 0 5:30-5:45 12 0 8 0 5:45-5:00 .9 0 19 0 6:00-6:15 6 0 17 0 6:15-6:30 5 0 14 0 6:30-6:45 1 0 23 0 6:45-7:00 3 0 25 0 TOTALS 65 0 153 0 Kalorama Rd EAST LEG WEST LEG TIME PEDESTRIANS BICYCLES PEDESTRIANS BICYCLES AM 7:00-7:15 4 0 6 0 7:15-7:30 3 0 7 0 7:30-7:45 5 0 8 0 7:45-8:00 12 0 12 0 8:00-8:15 14 0 7 0 8:15-8:30 14 . 0 9 0 8:30-8:45 12 0 11 0 8:45-9:00 15 0 10 0 9:00-9:15 13 0 6 0 9:15-9:30 12 0 8 0 9:30-9:45 1 0 4 0 9:45-10:00 9 0 3 0 TOTALS 114 0 91 0 PM 4:00-4:15 11 0 17 0 4:15-4:30 6 0 8 0 4:30-4:45 11 0 8 2 4:45-5:00 8 0 15 0 5:00-5:15 6 0 9 0 5:15-5:30 19 1 15 0 5:30-5:45 7 0 17 0 5:45-5:00 14 0 18 0 6:00-6:15 12 0 12 0 6:15-6:30 9 0 12 0 6:30-6:45 17 0 17 ZONING COMMISSION0 6:45-7:00 20 0 14 District of Columbia0 Case No. 11-17 34C1 VEHICLE TURNING MOVEMENT COUNT- SUMMARY Counted by: VCU Intersection of: Champlain St Date: July 26, 2012 Day: Thursday rJI and: Kalorama Rd (South) Weather: Sunny/Hot lirt/fic location: Washington, D.C. Entered by: RB Gm!I/J TRAFFIC FROM NORTH TRAFFIC FROM SOUTH TRAFFIC FROM EAST TRAFFIC FROM WEST TOTAL on: Champlain St on: Champlain St on: on: Kalorama Rd N+S TIME + LEFT THRU RIGHT U-TN TOTAL LEFT THRU RIGHT U-TN TOTAL LEFT THRU RIGHT U-TN TOTAL LEFT THRU RIGHT U-TN TOTAL E+W AM 7:00-7:15 10 3 0 13 2 1 0 3 0 3 1 0 4 20 7:15-7:30 7 6 1 14 1 0 0 1 0 1 1 0 2 17 7:30-7:45 10 12 0 22 2 1 0 3 0 1 4 0 5 30 7:45-8:00 15 18 0 33 0 2 0 2 0 6 4 0 10 45 8:00-8:15 17 15 0 32 0 1 0 1 0 5 11 0 16 49 8:15-8:30 12 19 0 31 1 1 0 2 0 7 5 0 12 45 8:30-8:45 20 22 1 43 0 0 0 0 0 6 6 0 12 55 8:45-9:00 19 11 0 30 0 2 0 2 0 6 4 0 10 42 9:00-9:15 15 15 0 30 0 1 0 1 0 9 3 0 12 43 9:15-9:30 12 12 0 24 2 0 0 2 0 6 1 0 7 33 9:30-9:45 8 14 0 22 1 0 0 1 0 4 0 0 4 27 9:45-10:00 5 20 0 25 0 2 0 2 0 4 2 0 6 33 3 HrTotals 0 150 167 2 319 9 11 0 0 20 0 0 0 0 0 58 0 42 0 100 439 1 Hr Totals 7:00-8:00 0 42 39 1 82 5 4 0 0 9 0 0 0 0 0 11 0 10 0 21 112 7:15-8:15 0 49 51 1 101 3 4 0 0 7 0 0 0 0 0 13 0 20 0 33 141 7:30-8:30 0 54 64 0 118 3 5 0 o, 8 0 0 0 0 0 19 0 24 0 43 169 7:45-8:45 0 64 74 1 139 1 4 0 0 5 0 0 0 0 0 24 0 26 0 50 194 8:00-9:00 0 68 67 1 136 1 4 0 0 5 0 0 0 0 0 24 0 26 0 50 191 8:15-9:15 0 66 67 1 134 1 4 0 0 5 0 0 0 0 0 28 0 18 0 46 185 8:30-9:30 0 66 60 1 127 2 3 0 0 5 0 0 0 0 0 27 0 14 0 41 173 8:45-9:45 0 54 52 0 106 3 3 0 0 6 0 0 0 0 0 25 0 8 0 33 145 9:00-10:00 0 40 61 0 101 3 3 0 0 6 0 0 0 0 0 23 0 6 0 29 136 PEAK HOUR 7:45-8:45 0 64 74 1 139 1 4 0 0 5 0 0 0 0 0 24 0 26 0 50 194 PM 4:00-4:15 4 9 0 13 1 1. 0 2 0 10 7 0 17 32 4:15-4:30 12 7 0 19 1 1 0 2 0 4 7 0 11 32 4:30-4:45 5 8 0 13 2 3 0 5 0 7 2 0 9 27 4:45-5:00 5 5 0 10 2 2 0 4 0 11 4 0 15 29 5:00-5:15 5 10 0 15 0 5 0 5 0 14 8 0 22 42 5:15-5:30 14 14 0 28 1 8 0 9 0 19 1 0 20. 57 5:30-5:45 11 13 0 24 2 9 0 11 0 16 7 0 23 58 5:45-6:00 11 12 0 23 2 9 0 11 0 18 11 0 29 63 6:00-6:15 9 14 0 23 1 4 0 5 0 13 6 0 19 47 6:15-6:30 6 11 0 17 3 11 0 14 0 12 5 0 17 48 6:30-6:45 2 17 0 19 2 8 0 10 0 15 10 0 25 54 6:45-7:00 10 9 0· 19 3 5 0 8 0 18 8 0 26 53 3 Hr Totals 0 94 129 0 223 20 66 0 0 86 0 0 0 0 0 157 0 76 0 233 542 1 Hr Totals 4:00-5:00 0 26 29 0 55 6 7 0 0 13 0 0 0 0 0 32 0 20 0 52 120 4:15-5:15 0 27 30 0 57 5 11 0 0 16 0 0 0 0 0 36 0 21 0 57 130 4:30-5:30 0 29 37 0 66 5 18 0 0 23 0 0 0 0 0 51 0 15 0 66 155 4:45-5:45 0 35 42 0 77 5 24 0 0 29 0 0 0 0 0 60 0 20 0 80 186 5:00-6:00 0 41 49 0 90 5 31 0 0 36 0 0 0 0 0 67 0 27 0 94 220 5:15-6:15 0 45 53 0 98 6 30 0 0 36 0 0 0 0 0 66 0 25 0 91 225 5:30-6:30 0 37 50 0 87 8 33 0 0 41 0 0 0 0 0 59 0 29 0 88 216 5:45-6:45 0 28 54 0 82 8 32 0 0 40 0 0 o_ 0 0 58 0 32 0 90 212 I 6:oo.7:oo 0 27 51 0 78 9 28 0 0 37 0 0 0 0 0 58 0 29 0 87 202 PEAK HOUR I 5:15-8:15 0 45 53 0 98 6 30 0 0 36 0 0 0 0 0 66 0 25 0 91 225 ZONING COMMISSION District of Columbia Case No. 11-17 34C1 PEDESTRIAN OBSERVATIONS Counted by: VCU Day: Thun!day lnte....,ctlon of: Champlain St Date: July 26, 2012 1,!11 and: Kalorama Rd (South) Weather:. Sunny/Hot fft/fk Location: Washington, D.C. Entered by: RB 11711/J Champlain St Cham plain St NORTH LEG SOUTH LEG TIME PEDESTRIANS BICYCLES PEDESTRIANS BICYCLES AM 7:00-7:15 2 0 2 1 7:15-7:30 3 0 1 0 7:30-7:45 4 0 6 0 7:45-8:00 2 0 4 0 8:00-8:15 2 0 3 0 8:15-8:30 2 0 10 0 8:30-8:45 5 0 3 0 8:45-9:00 1 0 4 0 9:00-9:15 1 0 9 0 9:15-9:30 7 0 7 0 9:30-9:45 6 0 1 0 9:45-10:00 4 0 8 0 TOTALS 39 0 58 1 PM 4:00-4:15 9 0 1 0 4:15-4:30 4 0 1 0 4:30-4:45 6 0 0 0 4:45-5:00 3 0 3 0 5:00-5:15 3 0 4 0 5:15-5:30 3 0 5 0 5:30-5:45 5 0 1 0 5:45-5:00 6 0 11 0 6:00-6:15 8 0 5 0 6:15-6:30 10 0 5 0 6:30-6:45 11 0 4 0 6:45-7:00 18 1 15 0 TOTALS 86 1 55 0 KaloramaRd EAST LEG WEST LEG TIME PEDESTRIANS BICYCLES PEDESTRIANS BICYCLES AM 7:00-7:15 8 0 7:15-7:30 8 0 7:30-7:45 10 0 7:45-8:00 7 0 8:00-8:15 8 0 8:15-8:30 7 0 8:30-8:45 8 0 8:45-9:00 12 1 9:00-9:15 7 0 9:15-9:30 9 0 9:30-9:45 8 0 9:45-10:00 9 0 TOTALS 0 0 101 1 PM 4:00-4:15 19 0 4:15-4:30 9 0 4:30-4:45 9 1 4:45-5:00 17 0 5:00-5:15 9 0 5:15-5:30 10 1 5:30-5:45 14 0 5:45-5:00 17 0 6:00-6:15 14 0 6:15-6:30 15 0 6:30-6:45 22 0 6:45-7:00 19 ZONING COMMISSION0 TOTALS 0 0 174 District of Columbia2 Case No. 11-17 34C1 DC Department of Transpo'rtation - Traffic Accident Repartlng and Analysis System Accident Summary Report (R-7) Intersection: COLUMBIA RD and ADAMS MILL RD, NW Time Period Covered: From 01/01/2009 To 12/31/2011 Prepared By: Victorine Gwei Prepared Date: 7/23/2012 Total Number of Accident: 92 Collision Type #ACC % Collision Type #ACC % Total Number of Fatalities: 0' Right Angle: 2 2.2% Fixed Object: 2 2.2% Total Number of Injuries: 15 Left Tum: 10 10.9% Ran Off Road: 0 0.0% Total Number of Disabling Injuries: 0 Right Tum: 5 5.4% Ped. Involved: 1 1.1% Total Number of Non Disabling Injuries: 3 Rear End: 10 10.9% Backing: 7 7.6% Total Number of Pedestrians Involved: 2 Side Swiped: 43 46.7% Non Collision: 1 1.1% Total Number of Bicycles Involved: 3 Head On: 1 1.1% Under/Over Ride: 0 0.0% Total Number of Motorcycles Involved: 2 Parked: 4 4.3% Unspecified: 6 6.5% Time of Day #ACC % Day o fWeek #ACC % 07:30 - 09:30: 8 8.7% Sunday: 19 20.7% 09:30 - 11 :30: 9 9.8% Monday: 10 10.9% 11:30- 13:30: 6 6.5% Tuesday: 9 9.8% 13:30- 16:00: 8 8.7% Wednesday: 12 13.0% 16:00 -18:30: 8 8.7% Thursday: 16 17.4% 18:30 - 07:30: 53 57.6% Friday: 6 6.5% Unspecified: 0 0.0% Saturday: 20 21.7% Weather Condition #ACC % Surface Condition #ACC % Clear: 71 77.2% Dry: 70 76.1% Rain: 16 17.4% Wet: 19 20.7% Snow: 0 0.0% Snow/Ice: 0 0.0% Sleet/Hail: 0 0.0% Slush: 0 0.0% Fog/Mist: 1 1.1% Water/Sand: 0 0.0% Crosswind/Blowing Sand: 0 0.0% Repairing: 0 0.0% Unspecified: 4 4.3% Unspecified: 3 3.3% Type of Vehicle #VEH % Accident Severity Type #ACC % Passenger Car: 100 57.1% Fatal Collision: 0 0.0% Bus: 22 12.6% Injury Collision: 12 13.0% Truck: 9 5.1% PDO Collision: 80 87.0% Taxi: 32 18.3% Light Condition #ACC % Minivan: 0 0.0% Daylight: 38 41.3% Police/Emergency Vehicle: 2 1.1% Dawn/Dusk: 0 0.0% Motorcycle/Moped: 2 1.1% Dark(Lighted): 51 55.4% Bicycle: 3 1.7% Dark(Not Lighted): 1 1.1% Fixed Object: 0 0.0% Dark(Unknown Lighting): 0 0.0% Unspecified: 5 2.9% Unspecified: 2 2.2% Contributing Factor #VEH % Pedestrian Actions #ACC % Driver: Speed: 2 1.1% In Crosswalk with Signal: 1 50.0% Driver: Alcohol/Drug: 2 1.1% In Crosswalk against Signal: 0 0.0% Driver: Electronic Device: 0 0.0% In Crosswalk no Signal: 0 0.0% Driver: Others: 42 24.0% In Unmarked Crosswalk: 0 0.0% Vehicle: 1 0.6% Not in Crosswalk: 0 0.0% Roadway: 2 1.1% From Between Parked Cars: 0 0.0% Unspecified: 126 72.0% Unspecified: 1 50.0% Year Accidents Fatalities Injuries Disabling Injuries Pedestrians Bicycles Motorcycles 2009 36 0 5 0 0 0 2 2010 29 0 1 2 0 0 2011 27 0 9 1 ZONING3 COMMISSION0 District of Columbia 59 Records are not approved as of 7/23/2012 9:58:05 AM Case No. 11-17 34C1 DC Department of Transportation - Traffic Accident Reporting and Analysis System Accident Summary Report (R-7) Intersection: COLUMBIA RD and EUCLID ST, NW Time Period Covered: From 01/01/2009 To 12/31/2011 Prepared By: Victorine Gwei Prepared Date: 7/23/2012 Total Number of Accident: 5 Collision Type #ACC '% Collision Type #ACC % Total Number of Fatalities: 0 Right Angle: 1 20.0% Fixed Object: 0 0.0% Total Number of Injuries: 2 Left Tum: 1 20.0% Ran Off Road: 0 0.0% Total Number of Disabling Injuries: 0 Right Turn: 0 0.0% Ped. Involved: 0 0.0% Total Number of Non Disabling Injuries: 1 Rear End: 0 0.0% Backing: 1 20.0% Total Number of Pedestrians Involved: 0 Side Swiped: 1 20.0% Non Collision: 0 0.0% Total Number of Bicycles Involved: 1 Head On: 0 0.0% Under/Over Ride: 0 0.0% Total Number of Motorcycles Involved: 1 Parked: 1 20.0% Unspecified: 0 0.0% Time of Day #ACC % Day o fweek #ACC % 07:30 - 09:30: 0 0.0% Sunday: 0 0.0% 09:30 - 11 :30: 0 0.0% Monday: 2 40.0% 11:30- 13:30: 0 0.0% Tuesday: 0 0.0% 13:30 - 16:00: 2 40.0% Wednesday: 1 20.0% 16:00-18:30: 1 20.0% Thursday: 0 0.0% 18:30 - 07:30: 2 40.0% Friday: 2 40.0% Unspecified: 0 0.0% Saturday: 0 0.0% Weather Condition #ACC % Surface Condition #ACC % Clear: 5 100.0% Dry: 5 100.0% Rain: 0 0.0% Wet: 0 0.0% Snow: 0 0.0% Snow/Ice: 0 0.0% Sleet/Hail: 0 0.0% Slush: 0 0.0% Fog/Mist: 0 0.0% Water/Sand: 0 0.0% Crosswind/Blowing Sand: 0 0.0% Repairing: 0 0.0% Unspecified: 0 0.0% Unspecified: 0 0.0% Type of Vehicle #VEH % Accident Severity Type #ACC % Passenger Car: 7 77.8% Fatal Collision: 0 0.0% Bus: 0 0.0% Injury Collision: 2 40.0% Truck: 0 0.0% PDO Collision: 3 60.0% Taxi: 0 0.0% Light Condition #ACC % Minivan: 0 0.0% Daylight: 2 40.0% Police/Emergency Vehicle: 0 0.0% Dawn/Dusk: 0 0.0% Motorcycle/Moped: 1 11.1% Dark(Lighted): 3 60.0% Bicycle: 1 11.1% Dark(Not Lighted): 0 0.0% Fixed Object: 0 0.0% Dark(Unknown Lighting): 0 0.0% Unspecified: 0 0.0% Unspecified: 0 0.0% Contributing Factor #VEH % Pedestrian Actions #ACC % Driver: Speed: 0 0.0% In Crosswalk with Signal: 0 0.0% Driver: Alcohol/Drug: 0 0.0% In Crosswalk against Signal: 0 0.0% Driver: Electronic Device: 0 0.0% In Crosswalk no Signal: 0 0.0% Driver: others: 1 11.1% In Unmarked Crosswalk: 0 0.0% Vehicle: 0 0.0% Not in Crosswalk: 0 0.0% Roadway: 0 0.0% From Between Parked Cars: 0 0.0% Unspecified: 8 88.9% Unspecified: 0 0.0% Year Accidents Fatalities Injuries Disabling Injuries Pedestrians Bicycles Motorcycles 2010 2 0 2 1 0 1 1 2011 3 0 0 0 0 0 0 ZONING COMMISSION 5 Records are not approved as of 7/23/2012 10:06:38 AM District of Columbia Case No. 11-17 34C1 DC Department of Transportation - Traffic Accident Reporting and Analysis System Accident Summary Report (R-7) Intersection: COLUMBIA RD and CHAMPLAIN ST, NW Time Period Covered: From 01/01/2009 To 12/31/2011 Prepared By: Victorine Gwei Prepared Date: 7/23/2012 Total Number of Accident: 10 Collision Type #ACC % Collision Type #ACC % Total Number of Fatalities: 0 Right Angle: 1 10.0% Rxed Object: 0 0.0% Total Number of Injuries: 4 Left Tum: 0 0.0% Ran Off Road: .o 0.0% Total Number of Disabling Injuries: 0 Right Turn: 0 0.0% Ped. Involved: 2 20.0% Total Number of Non Disabling Injuries: 1 Rear End: 1 10.0% Backing: 2 20.0% Total Number of Pedestrians Involved: 2 Side Swiped: 3 30.0% Non Collision: 0 0.0% Total Number of Bicycles Involved: 1 Head On: 0 0.0% Under/Over Ride: 0 0.0% Total Number of Motorcycles Involved: 0 Parked: 0 0.0% Unspecified: 1 10.0% Time of Day #ACC % Day o fweek #ACC % 07:30 - 09:30: 0 0.0% Sunday: 0 0.0% 09:30 - 11 :30: 3 30.0% Monday: 0 0.0% 11:30- 13:30: 2 20.0% Tuesday: 1 10.0% 13:30 - 16:00: 0 0.0% Wednesday: 2 20.0% 16:00-18:30: 1 10.0% Thursday: 1 10.0% 18:30 - 07:30: 4 40.0% Friday: 4 40.0% Unspecified: 0 0.0% Saturday: 2 20.0% Weather Condition #ACC % Surface Condition #ACC % Clear: 8 80.0% Dry: 7 70.0% Rain: 1 10.0% Wet: 1 10.0% Snow: 0 0.0% Snow/Ice: 0 0.0% SleeUHail: 0 0.0% Slush: 0 0.0% Fog/Mist: 0 0.0% Water/Sand: 0 0.0% Crosswind/Blowing Sand: 0 0.0% Repairing: 0 0.0% Unspecified: 1 10.0% Unspecified: 2 20.0% Type of Vehicle #VEH % Accident Severity Type #ACC % Passenger Car: 14 70.0% Fatal Collision: 0 0.0% Bus: 0 0.0% Injury Collision: 4 40.0% Truck: 1 5.0% PDO Collision: 6 60.0% Taxi: 1 5.0% Light Condition #ACC % Minivan: 0 0.0% Daylight: 6 60.0% Police/Emergency Vehicle: 0 0.0% Dawn/Dusk: 0 0.0% Motorcycle/Moped: 0 0.0% Dark(Lighted): 4 40.0% Bicycle: 1 5.0% Dark(Not Lighted): 0 0.0% Fixed Object: 0 0.0% Dark(Unknown Lighting): 0 0.0% Unspecified: 3 15.0% Unspecified: 0 0.0% Contributing Factor #VEH % Pedestrian Actions #ACC % Driver: Speed: 0 0.0% In Crosswalk with Signal: 0 0.0% Driver: Alcohol/Drug: 0 0.0% In Crosswalk against Signal: 0 0.0% Driver: Electronic Device: 0 0.0% In Crosswalk no Signal: 0 0.0% Driver: others: 2 10.0% In Unmarked Crosswalk: 0 0.0% Vehicle: 0 0.0% Not in Crosswalk: 0 0.0% Roadway: 0 0.0% From Between Parked Cars: 0 0.0% Unspecified: 18 90.0% Unspecified: 2 100.0% Year Accidents Fatalities ·Injuries Disabling Injuries Pedestrians Bicycles Motorcycles 2009 3 0 1 0 0 0 0 1 2 1 0 2010 6 0 3 ZONING COMMISSION 2011 0 0 0 0 District0 of Columbia 0 5 Records are not approved as of 7/23/2012 10:07:42 AM Case No. 11-17 34C1 DC Department of Transportation - Traffic Accident Reporting and Analysis System Accident Summary Report (R-7) Intersection: EUCLID STand CHAMPLAIN ST, NW Time Period Covered: From 01/01/2009 To 12131/2011 Prepared By: Victorine Gwei Prepared Date: 7/23/2012 Total Number of Accident: 15 Collision Type #ACC % Collision Type #ACC % Total Number of Fatalities: 0 Right Angle: 1 6.7% Fixed Object: 0 0.0% Total Number of Injuries: 2 Left Tum: 5 33.3% Ran Off Road: 1 6.7% Total Number of Disabling Injuries: 0 Right Turn: 0 0.0% Ped. Involved: 1 6.7% Total Number of Non Disabling Injuries: 0 Rear End: 0 0.0% Backing: 1 6.7% Total Number of Pedestrians Involved: 0 Side Swiped: 3 20.0% Non Collision: 0 0.0% Total Number of Bicycles Involved: 1 Head On: 0 0.0% Under/Over Ride: 0 0.0% Total Number of Motorcycles Involved: 0 Parked: 3 20.0% Unspecified: 0 0.0% Time of Day #ACC % Day o fweek #ACC % 07:30 - 09:30: 2 13.3% Sunday: 2 13.3% 09:30 - 11 :30: 1 6.7% Monday: 2 13.3% 11:30- 13:30: 3 20.0% Tuesday: 1 6.7% 13:30 - 16:00: 1 6.7% Wednesday: 4 26.7% 16:00-18:30: 1 6.7% Thursday: 2 13.3% 18:30 - 07:30: 7 46.7% Friday: 2 13.3% Unspecified: 0 0.0% Saturday: 2 13.3% Weather Condition #ACC % Surface Condition #ACC % Clear: 13 86.7% Dry: 13 86.7% Rain: 1 6.7% Wet:· 1 6.7% Snow: 0 0.0% Snow/Ice: 0 0.0% SleeUHail: 0 0.0% Slush: 0 0.0% Fog/Mist: 0 0.0% Water/Sand: 0 0.0% Crosswind/Blowing Sand: 0 0.0% Repairing: 0 0.0% Unspecified: 1 6.7% Unspecified: 1 6.7% Type of Vehicle #VEH % Accident Severity Type #ACC % Passenger Car: 18 64.3% Fatal Collision: 0 0.0% Bus: 0 0.0% Injury Collision: 2 13.3% Truck: 3 10.7% PDO Collision: 13 86.7% Taxi: 1 3.6% Light Condition #ACC % Minivan: 0 0.0% Daylight: 8 53.3% Police/Emergency Vehicle: 0 0.0% Dawn/Dusk: 0 0.0% Motorcycle/Moped: 0 0.0% Dark(Lighted): 6 Bicycle: 1 3.6% 40.0% Dark(Not Lighted): 0 0.0% Fixed Object: 0 0.0% Dark(Unknown Lighting): 0 0.0% Unspecified: 5 17.9% Unspecified: 1 6.7% Contributing Factor #VEH % Pedestrian Actions #ACC % Driver: Speed: 0 0.0% In Crosswalk with Signal: 0 0.0% Driver: Alcohol/Drug: 1 3.6% In Crosswalk against Signal: 0 0.0% Driver: Electronic Device: 0 0.0% In Crosswalk no Signal: 0 0.0% Driver: others: 2 7.1% In Unmarked Crosswalk: 0 0.0% Vehicle: 0 0.0% Not in Crosswalk: 0 0.0% Roadway: 0 0.0% From Between Parked Cars: 0 0.0% Unspecified: 25 89.3% Unspecified: 0 0.0% Year Accidents Fatalities Injuries Disabling Injuries Pedestrians Bicycles Motorcycles 2009 7 0 0 0 0 0 0 2010 4 0 0 0 0 ZONING COMMISSION 2011 4 0 0 0 District0 of Columbia 0 12 Records are not approved as of 7/2312012 10:09:10 AM Case No. 11-17 34C1 DC Department of Transportation - Traffic Accident Reporting and Analysis System Accident Summary Report (R-7) Intersection: COLUMBIA RD and ONTARIO RD, NW Time Period Covered: From 01/01/2009 To 12/31/2011 Prepared By: Victorine Gwei Prepared Date: 7/23/2012 Total Number of Accident: 40 Collision Type #ACC % Collision Type #ACC % Total Number of Fatalities: 0 Right Angle: 0 0.0% Fixed Object: 0 0.0% Total Number of Injuries: 11 Left Tum: 0 0.0% Ran Off Road: 0 0.0% Total Number of Disabling Injuries: 0 Right Tum: 2 5.0% Ped. Involved: 4 10.0% Total Number of Non Disabling Injuries: 2 Rear End: 10 25.0% Backing: 3 7.5% Total Number of Pedestrians Involved: 5 Side Swiped: 12 30.0% Non Collision: 0 0.0% Total Number of Bicycles Involved: 5 Head On: 1 2.5% Under/Over Ride: 0 0.0% Total Number of Motorcycles Involved: 0 Parked: 3 7.5% Unspecified: 5 12.5% Time of Day #ACC % Day o fweek #ACC % 07:30 - 09:30: 1 2.5% Sunday: 10 25.0% 09:30 - 11 :30: 5 12.5% Monday: 2 5.0% 11:30- 13:30: 5 12.5% Tuesday: 5 12.5% 13:30- 16:00: 6 15.0% Wednesday: 5 12.5% 16:00-18:30: 3 7.5% Thursday: 5 12.5% 18:30 - 07:30: 20 50.0% Friday: 7 17.5% Unspecified: 0 0.0% Saturday: 6 15.0% Weather Condition #ACC % Surface Condition #ACC % Clear: 34 85.0% Dry: 33 82.5% Rain: 4 10.0% Wet: 7 17.5% Snow: 0 0.0% Snow/Ice: 0 0.0% Sleet/Hail: 0 0.0% Slush: 0 0.0% Fog/Mist: 1 2.5% Water/Sand: 0 0.0% Crosswind/Blowing Sand: 0 0.0% Repairing: 0 0.0% Unspecified: 1 2.5% Unspecified: 0 0.0% Type of Vehicle #VEH % Accident Severity Type #ACC % Passenger Car: 48 71.6% Fatal Collision: 0 0.0% Bus: 4 6.0% Injury Collision: 9 22.5% Truck: 4 6.0% PDO Collision: 31 77.5% Taxi: 5 7.5% Light Condition #ACC % Minivan: 0 0.0% Daylight: 20 50.0% Police/Emergency Vehicle: 1 1.5% Dawn/Dusk: 0 0.0% Motorcycle/Moped: 0 0.0% Dark(Lighted): 19 47.5% Bicycle: 5 7.5% Dark(Not Lighted): 0 0.0% Fixed Object: 0 0.0% Dark(Unknown Lighting): 0 0.0% Unspecified: 0 0.0% Unspecified: 1 2.5% Contributing Factor #VEH % Pedestrian Actions #ACC % Driver: Speed: 1 1.5% In Crosswalk with Signal: 1 20.0% Driver: Alcohol/Drug: 1 1.5% In Crosswalk against Signal: 1 20.0% Driver: Electronic Device: 0 0.0% In Crosswalk no Signal: 0 0.0% Driver: Others: 14 20.9% In Unmarked Crosswalk: 0 0.0% Vehicle: 0 0.0% Not in Crosswalk: 1 20.0% Roadway: 2 3.0% From Between Parked Cars: 0 0.0% Unspecified: 49 73.1% Unspecified: 2 40.0% Year Accidents Fatalities Injuries Disabling Injuries Pedestrians Bicycles Motorcycles 2009 19 0 3 1 2 2 0 2010 13 0 5 1 2 1 0 2011 8 0 3 0 ZONING2 COMMISSION0 District of Columbia 30 Records are not approved as of 712312012 10:14:31 AM Case No. 11-17 34C1 DC Department of Transportation - Traffic Accident Reporting and Analysis System Accident Summary Report (R-7) Intersection: . ONTARIO RD and EUCLID ST, NW Time Period Covered: From 01/01/2009 To 12/31/2011 Prepared By: Victorine Gwei Prepared Date: 7/23/2012 Total Number of Accident: 15 Collision Type #ACC % Collision Type #ACC % Total Number of Fatalities: 0 Right Angle: 2. 13.3% Fixed Object: 1 6.7% Total Number of Injuries: 6 Left Tum: 2 13.3% Ran Off Road: 0 0.0% Total Number of Disabling Injuries: 0 Right Turn: 0 0.0% Ped. Involved: 1 6.7% Total Number of Non Disabling Injuries: 0 Rear End: 0 0.0% Backing: 0 0.0% Total Number of Pedestrians Involved: 0 Side Swiped: 7 46.7% Non Collision: 0 0.0% Total Number of Bicycles Involved: 1 Head On: 1 6.7% Under/Over Ride: 0 0.0% Total Number of Motorcycles Involved: 1 Parked: 0 0.0% Unspecified: 1 6.7% Time of Day #ACC % Day o fweek #ACC % 07:30 - 09:30: 1 6.7% Sunday: 2 13.3% 09:30 - 11 :30: 1 6.7% Monday: 1 6.7% 11:30- 13:30: 0 0.0% Tuesday: 3 20.0% 13:30 - 16:00: 2 13.3% Wednesday: 1 6.7% 16:00 -18:30: 2 13.3% Thursday: 2 13.3% 18:30-07:30: 9 60.0% Friday: 3 20.0% Unspecified: 0 0.0% Saturday: 3 20.0% Weather Condition #ACC % Surface Condition #ACC % Clear: 13 86.7% Dry: 12 80.0% Rain: 0 0.0% Wet: 0 0.0% Snow: 0 0.0% Snow/Ice: 0 0.0% Sleet/Hail: 0 0.0% Slush: 0 0.0% Fog/Mist: 0 0.0% Water/Sand: 0 0.0% Crosswind/Blowing Sand: 0 0.0% Repairing: 0 0.0% Unspecified: 2 13.3% Unspecified: 3 20.0% Type of Vehicle #VEH % Accident Severity Type #ACC % Passenger Car: 16 61.5% Fatal Collision: 0 0.0% Bus: 1 3.8% Injury Collision: 5 33.3% Truck: 4 15.4% PDO Collision: 10 66.7% Taxi: 1 3.8% Light Condition #ACC % Minivan: 0 0.0% Daylight: 5 33.3% Police/Emergency Vehicle: 0 0.0% Dawn/Dusk: 0 0.0% Motorcycle/Moped: 1 3.8% Dark( Lighted): 8 53.3% Bicycle: 1 3.8% Dark(Not Lighted): 0 0.0% Fixed Object: 0 0.0% Dark(Unknown Lighting): 0 0.0% Unspecified: 2 7.7% Unspecified: 2 13.3% Contributing Factor #VEH % Pedestrian Actions #ACC % Driver. Speed: 0 0.0% In Crosswalk with Signal: 0 0.0°,{, Driver: Alcohol/Drug: 0 0.0% In Crosswalk against Signal: 0 0.0% Driver: Electronic Device: 0 0.0% In Crosswalk no Signal: 0 0.0% Driver: others: 2 7.7% In Unmarked Crosswalk: 0 0.0% Vehicle: 0 0.0% Not in Crosswalk: 0 0.0% Roadway: 3 11.5% From Between Parked Cars: 0 0.0% Unspecified: 21 80.8% Unspecified: 0 0.0% Year Accidents Fatalities Injuries Disabling Injuries Pedestrians Bicycles Motorcycles 2009 3 0 1 0 0 0 1 2010 7 0 4 0 0 1 0 2011 5 0 0 0 ZONING0 COMMISSION 0 District of Columbia 11 Records are not approved as of 7/23/201210:15:46 AM Case No. 11-17 34C1 DC Department of Transportation - Traffic Accident Reporting and Analysis System Accident Summary Report (R-7) Intersection: KALORAMA RD and CHAMPLAIN ST (NORTH), NW Time Period Covered: From 01/01/2009 To 12/31/2011 Prepared By: Victorine Gwei · Prepared Date: . 7/23/2012 Total Number of Accident: 5 Collision Type #ACC '% Collision Type #ACC % Total Number of Fatalities: 0 Right Angle: 0 0.0% Fixed Object: 0 0.0% Total Number of Injuries: 0 Left Tum: 2 40.0% Ran Off Road: 0 0.0% Total Number of Disabling Injuries: 0 Right Turn: 1 20.0% Ped. Involved: 0 0.0% Total Number of Non Disabling Injuries: 0 Rear End: 0 0.0% Backing: 0 0.0% Total Number of Pedestrians Involved: 0 Side Swiped: 1 20.0% Non Collision: 0 0.0% Total Number of Bicycles Involved: 1 Head On: 0 0.0% Under/Over Ride: 0 0.0% Total Number of Motorcycles Involved: 0 Parked: 0 0.0% Unspecified: 1 20.0% Time of Day #ACC % Day ofweek #ACC % 07:30 - 09:30: 0 0.0% Sunday: 1 20.0% 09:30 - 11 :30: 2 40.0% Monday: 0 0.0% 11:30- 13:30: 0 0.0% Tuesday: 0 0.0% 13:30 - 16:00: 0 0.0% Wednesday: 1 20.0% 16:00-18:30: 0 0.0% Thursday: 2 40.0% 18:30-07:30: 3 60.0% Friday: 0 0.0% Unspecified: 0 0.0% Saturday: 1 20.0% Weather Condition #ACC % Surface Condition #ACC % Clear: 5 100.0% Dry: 4 80.0% Rain: 0 0.0% Wet: 0 0.0% Snow: 0 0.0% Snow/Ice: 0 0.0% SleeUHail: 0 0.0% Slush: 0 0.0% Fog/Mist: 0 0.0% Water/Sand: 0 0.0% Crosswind/Blowing Sand: 0 0.0% Repairing: 0 0.0% Unspecified: 0 0.0% Unspecified: 1 20.0% Type of Vehicle #VEH % Accident Severity Type #ACC % Passenger Car: 5 55.6% Fatal Collision: 0 0.0% Bus: 0 0.0% Injury Collision: 0 0.0% Truck: 2 22.2% PDO Collision: 5 100.0% Taxi: 0 0.0% Light Condition #ACC % Minivan: 0 0.0% Daylight: 2 40.0% Police/Emergency Vehicle: 1 11.1% Dawn/Dusk: 0 0.0% Motorcycle/Moped: 0 0.0% Dark( Lighted): 3 60.0% Bicycle: 1 11.1% Dark(Not Lighted): 0 0.0% Fixed Object: 0 0.0% Dark(Unknown Lighting): 0 0.0% Unspecified: 0 0.0% Unspecified: 0 0.0% Contributing Factor #VEH % Pedestrian Actions #ACC % Driver: Speed: 1 11.1% In Crosswalk with Signal: 0 0.0% Driver: Alcohol/Drug: 0 0.0% In Crosswalk against Signal: 0 0.0% Driver: Electronic Device: 0 0.0% In Crosswalk no Signal: 0 0.0% Driver: others: 0 0.0% In Unmarked Crosswalk: 0 0.0% Vehicle: 0 0.0% Not in Crosswalk: 0 0.0% Roadway: 0 0.0% From Between Parked Cars: 0 0.0% Unspecified: 8 ~.9% Unspecified: 0 0.0% Year Accidents Fatalities Injuries Disabling Injuries Pedestrians Bicycles Motorcycles 2009 2 0 0 0 0 1 0 2010 2 0 0 0 0 0 0 ZONING COMMISSION 2011 0 0 0 0 0 0 District of Columbia 5 Records are not approved as of 7/23/2012 10:12:10 AM Case No. 11-17 34C1 DC Department of Transportation - Traffic Accident Reporting and Analysis System Accident Summary Report (R-7) Intersection: KALORAMA RD and CHAMPLAIN ST (SOUTH), NW Time Period Covered: From 01/01/2009 To 12/31/2011 Prepared By: Victorine Gwei Prepared Date: 7/23/2012 Total Number of Accident: 14 Collision Type #ACC % Collision Type #ACC % Total Number of Fatalities: 0 Right Angle: 0 0.0% Fixed Object: 0 0.0% Total Number of Injuries: 2 Left Tum: 3 21.4% Ran Off Road: 0 0.0% Total Number of Disabling Injuries: 0 Right Turn: 0 0.0% Ped. Involved: 0 0.0% Total Number of Non Disabling Injuries: 0 Rear End: 1 7.1% Backing: 3 21.4% Total Number of Pedestrians Involved: 0 Side Swiped: 3 21.4% Non Collision: 0 0.0% Total Number of Bicycles Involved: 0 Head On: 0 0.0% Under/Over Ride: 0 0.0% Total Number of Motorcycles Involved: 0 Parked: 4 28.6% Unspecified: 0 0.0% Time of Day #ACC % Day o fweek #ACC % 07:30 - 09:30: 1 7.1% Sunday: 6 42.9% 09:30 - 11 :30: 0 0.0% Monday: 1 7.1% 11:30- 13:30: 1 7.1% Tuesday: 0 0.0% 13:30- 16:00: 2 14.3% Wednesday: 1 7.1% 16:00-18:30: 2 14.3% Thursday: 0 0.0% 18:30-07:30: 8 57.1% Friday: 3 21.4% Unspecified: 0 0.0% Saturday: 3 21.4% Weather Condition #ACC % Surface Condition #ACC % Clear: 9 64.3% Dry: 10 71.4% Rain: 2 14.3% Wet: 2 14.3% Snow: 0 0.0% Snow/Ice: 0 0.0% SleeUHail: 0 0.0% Slush: 0 0.0% Fog/Mist: 0 0.0% Water/Sand: 0 0.0% Crosswind/Blowing Sand: 0 0.0% Repairing: 0 0.0% Unspecified: 3 21.4% Unspecified: 2 14.3% Type of Vehicle #VEH % Accident Severity Type #ACC % Passenger Car: 19 63.3% Fatal Collision: 0 0.0% Bus: 0 0.0% Injury Collision: 1 7.1% Truck: 2 6.7% PDO Collision: 13 92.9% Taxi: 3 10.0% Light Condition #ACC % Minivan: 0 0.0% Daylight: 5 35.7% Police/Emergency Vehicle: 0 0.0% Dawn/Dusk: 0 0.0% Motorcycle/Moped: 1 3.3% Dark(Lighted): 7 50.0% Bicycle.: 0 0.0% Dark(Not Lighted): 0 0.0% Fixed Object: 0 0.0% Dark(Unknown Lighting): 0 0.0% Unspecified: 5 16.7% Unspecified: 2 14.3% Contributing Factor #VEH % Pedestrian Actions #ACC % Driver: Speed: 0 0.0% In Crosswalk with Signal: 0 0.0% Driver: Alcohol/Drug: 0 0.0% In Crosswalk against Signal: 0 0.0% Driver: Electronic Device: 0 0.0% In Crosswalk no Signal: 0 0.0% Driver: others: 5 16.7% In Unmarked Crosswalk: 0 0.0% Vehicle: 0 0.0% Not in Crosswalk: 0 0.0% Roadway: 0 0.0% From Between Parked Cars: 0 0.0% Unspecified: 25 83.3% Unspecified: 0 0.0% Year Accidents Fatalities Injuries Disabling Injuries Pedestrians Bicycles Motorcycles 2009 7 0 2 0 0 0 0 2011 7 0 0 0 0 0 0 ZONING COMMISSION 11 Records are not approved as of 7/23/2012 10:13:07 AM District of Columbia Case No. 11-17 34C1 NOT TO SCALE "0 ('0 0 a:: ~ Ill E ~ Eudid Street NW c 'iii a. E ..2! (.) "0 ('0 0 a:: 0 ·c:: c('0 0 Kalorama Roa Legend: XX/XX _ Weekday Peak Hour Traffic Volume 2008 Peak Hour Traffic Figure Jllll""'" ..r11 Kimley-Horn Volumes ...... _ ..r ~ and Associates, Inc. Adams Morgan Historic Hotel ZONING COMMISSIONA1 KHA Project# 110303000 Washington, DC District of Columbia Case No. 11-17 34C1 NOT TO SCALE Euclid Street t-N\1 "0 co 0 0::: 0 ·c: cco 0 Kal orama Roa Legend: XX/XX -Weekday Peak Hour Traffic Volume 2008 Peak Hour Traffic ~ ..r-. Kimley-Horn Volumes with growth to 2012 Figure ...... _ ..r ~ and Associates, Inc. Adams Morgan Historic Hotel ZONING COMMISSIONA2 KHA Project t#110303000 Washington, DC District of Columbia Case No. 11-17 34C1 NOT TO SCALE l21/17 r 39/18 Eudid Street NW 12/18 J 58/157- 24/181 "'0 (0 0 0::: ·c::0 c(0 0 J Legend: 24/67 10 ..,..... XX/XX _ Weekday Peak Hour Traffic Volume 261271 ;:: ~ July 2012 Peak Hour Traffic Figure ...,...... r. Kimley-Horn Volumes ...... _ ..r ~ and Associates, Inc. Adams Morgan Historic Hotel ZONING COMMISSIONA3 KHA Project# 110303000 Washington, DC District of Columbia Case No. 11-17 34C1 NOT TO SCALE l 23/19 r 43/20 Eudid Street NW 13120 J 64/173 - 26/20 1 .- 10 £2~ I?;N ~ "'0 ro l 0 0:: 0 · ~ ~~ c ,..._~lO ,..._ 0- Kalorama -'l Roa J -, f Legend: 26/74 !e XX/XX _Weekday Peak Hour Traffic Volum 29/30 1 .- ~ Adjusted July 2012 Peak Hour Figure ...... ,...... ~ Kimley-Horn Traffic Volumes ...... _ ..r ~ and Associates, Inc. Adams Morgan Historic Hotel ZONING COMMISSIONA4 District of Columbia KHA Project # 110303000 Washington, DC Case No. 11-17 34C1 NOT TO SCALE ..- ..... -N..- ..... -..... l Euclid Street NW ..... 0 ~:::: ~ 1(i) c: ..... ·a; -..... Q. .r:.i l (.) "~ 0:: ~ t ·0c Qi ..... m (I) ..... c 0 §5 ...J- 5 Kalorama <0 ..... Roa 1/2 J Legend: XX/XX - Weekday Peak Hour Traffic Volum Approved and Unbuilt Development Figure ~ ..r1l Kimley-Horn Traffic - 2337 Champlain Street ~ and Associates, Inc...... _ ..r Adams Morgan Historic Hotel ZONING COMMISSION District of Columbia AS KHA Project# 110303000 Washington, DC Case No. 11-17 34C1 NOT TO SCALE Eudid Street NW L() (;) r- E :::: z~ ...... 0 ~ 1l .l:: (/) c: .(ij ~ ~ -o ~"' (0 (,) 0 0:: ~ 0 z ·.:::: Qj (0 ....(1) c ti5 0 Kalorama =.....co Roa Legend: XX/XX -Weekday Peak Hour Traffic Volume Approved and Unbuilt Development ....,...... r11 Kimley -Horn Traffic - 1700 Columbia Road Figure ~ and Associates, Inc...... _ ..r Adams Morgan Historic Hotel ZONING COMMISSION District of Columbia A6 KHA Project# 110303000 Washington, DC Case No. 11-17 34C1