APPENDIX I. I.1 Proposed Road Crossings Table. I.2 Construction Traffic Analysis

Transcription

1 APPENDIX I I.1 Proposed Road Crossings Table I.2 Construction Traffic Analysis

2 APPENDIX I.1 Proposed Road Crossings Table

3 Table I-1 Proposed Road Crossings Highway Number Municipality County Crossing Location (MP) Road Name Mainline Smultz Rd Bethlehem Albany 0 Riverside Ave Rensselaer Rensselaer 0.5 Stewart Port Exp Rensselaer Rensselaer 1 Riverside Ave East Greenbush Rensselaer 1.9 East Greenbush Rensselaer 2.3 River Rd 144 Bethlehem Albany 3.6 I Bethlehem Albany 5.5 I Bethlehem Albany 5.5 Wemple Rd Bethlehem Albany 5.9 Clapper Rd Bethlehem Albany 7.3 Beaver Dam Rd Bethlehem Albany 8.5 Maple Ave 396 Bethlehem Albany 9.4 Coeymans Albany 13.7 Main St 143 Coeymans Albany 13.9 New Baltimore Rd New Baltimore Greene 15.8 State Route New Baltimore Greene 16.7 New Baltimore Greene 19.8 New Baltimore Greene 19.8 New Baltimore Greene 19.8 US Route 9W 9W New Baltimore Greene 20.7 State Route Coxsackie Greene 22.2 Old Plank Rd 9 Coxsackie Greene 23.2 I Coxsackie Greene 25 I Coxsackie Greene 25 Schoharie Tpke Athens Greene 26.5 I Athens Greene 29.8 I Athens Greene 29.9 Leeds Athens Rd Athens Greene 30.4 Catskill Greene 30.8 Athens Greene 30.8 Catskill Greene 31 Catskill Greene 31 Route 23B 23B Catskill Greene 31.2 State Hwy Catskill Greene 31.5 State Hwy Catskill Greene 31.5 Cauterskill Rd 47 Catskill Greene 32.3 I Catskill Greene 33.4 I Catskill Greene 33.4 Catskill Greene 33.9 Cauterskill Rd Catskill Greene 34 Route 23A 23A Catskill Greene 35.1 Page 1 of 5 Appendix I.1

4 Table I-1 Proposed Road Crossings Crossing Road Name Highway Number Municipality County Location (MP) I Catskill Greene 35.2 I Catskill Greene 35.3 Brick Schoolhouse R Catskill Greene 36.5 I Catskill Greene 36.9 I Catskill Greene 36.9 W Camp Rd Saugerties Ulster 39.8 Lauren Tice Rd Saugerties Ulster 41.1 Malden Service Are Saugerties Ulster 41.7 Malden Service Are Saugerties Ulster 41.7 Malden Service Are Saugerties Ulster 41.9 Malden Service Are Saugerties Ulster 41.9 Malden Tpke 34 Saugerties Ulster 42 Peoples Rd Saugerties Ulster 42.8 Route Saugerties Ulster 43.9 Saugerties Ulster 44.1 Saugerties Ulster 44.1 Glasco Tpke 32 Saugerties Ulster 47.1 Sheehan Ln Ulster Ulster 48.6 Sawkill Ruby Rd 31 Ulster Ulster 49.9 I Ulster Ulster 51 I Ulster Ulster 51 Sawkill Ruby Rd 31 Ulster Ulster 51 Sawkill Rd 30 Ulster Ulster 51.5 Lem Boice Ln Ulster Ulster 52.1 Sawkill Rd 31 Ulster Ulster 52.2 Ulster Ulster 52.3 US Hwy Ulster Ulster 52.3 Sawkill Rd 31 Ulster Ulster 54 Ulster Ulster 54.4 Ulster Ulster 54.4 Ulster Ulster 54.5 Ulster Ulster 54.6 State Route Ulster Ulster 54.8 State Route Ulster Ulster 54.8 Hurley Ave 29 Kingston Ulster 55.4 Lucas Ave Ext 1 Ulster Ulster 56.7 I Ulster Ulster 56.8 I Ulster Ulster 56.9 DeWitt Mills Rd 28 Rosendale Ulster 59.1 Whiteport Rd Rosendale Ulster 59.8 State Hwy Rosendale Ulster 60.6 Birmingham Ln Rosendale Ulster 60.6 Page 2 of 5 Appendix I.1

5 Table I-1 Proposed Road Crossings Crossing Road Name Highway Number Municipality County Location (MP) Creek Locks Rd 25 Rosendale Ulster 61.4 Grist Mill Rd Rosendale Ulster 63.3 State Route Esopus Ulster 64.3 Horsenden Rd New Paltz Ulster 67.4 I New Paltz Ulster 69.5 I New Paltz Ulster 69.5 Main St 299 New Paltz Ulster 69.7 New Paltz Ulster 70.1 New Paltz Ulster 70.1 New Paltz Ulster 70.2 New Paltz Ulster 70.3 Brookside Rd New Paltz Ulster 71.9 S Ohioville Rd New Paltz Ulster 72.7 Route Plattekill Ulster 74.5 Freetown Rd Plattekill Ulster 75.4 State Route Plattekill Ulster 78.3 Hoppenstedt Rd Plattekill Ulster 79.5 Modena Service Ar Newburgh Orange 80.1 Modena Service Ar Newburgh Orange 80.4 Modena Service Ar Newburgh Orange 80.4 Mill St Newburgh Orange 80.6 Route Newburgh Orange 82.3 Union Ave Newburgh Orange 83 S Plank Rd 52 Newburgh Orange 84.5 Meadow Hill Rd Newburgh Orange 85.2 I Newburgh Orange 85.7 I Newburgh Orange 85.7 Newburgh Orange 85.7 Newburgh Orange 85.7 Route 17K 17K Newburgh Orange 86.5 Little Britain Rd 207 New Windsor Orange 87.9 State Route New Windsor Orange 90.4 Orrs Mills Rd 20 Cornwall Orange 91.9 Pleasant Hill Rd 79 Cornwall Orange 93.2 Taylor Rd Cornwall Orange 93.7 Route Woodbury Orange 96.6 Pine Hill Rd Woodbury Orange 98.7 Smith Clove Rd Woodbury Orange 99.3 Estrada Rd Woodbury Orange 99.9 Woodbury Orange Woodbury Orange Woodbury Orange Page 3 of 5 Appendix I.1

6 Table I-1 Proposed Road Crossings Crossing Road Name Highway Number Municipality County Location (MP) Woodbury Orange US Route 6 6 Woodbury Orange Arden House Rd Woodbury Orange Arden Rd Tuxedo Orange Arden Valley Rd Tuxedo Orange County Highway Tuxedo Orange Route Tuxedo Orange Tuxedo Orange 109 Tuxedo Orange Fox Hill Rd Tuxedo Orange Tuxedo Rd Tuxedo Orange Eagle Valley Rd 68 Ramapo Rockland Sterling Mine Rd 72 Ramapo Rockland Sterlington Rd Ramapo Rockland Ramapo Rockland Buckeye Lateral East St Albany Albany 0.3 River Rd 144 Bethlehem Albany 0.3 Citgo and Apex Lateral River Rd 144 Bethlehem Albany 0.3 Roseton Product Lateral I Newburgh Orange 0 I Newburgh Orange 0 Mill St Newburgh Orange 0.2 Newburgh Orange 0.7 Rocky Rd Newburgh Orange 0.8 State Route Newburgh Orange 1.1 Pressler Rd Plattekill Ulster 2 East Rd 14 Plattekill Ulster 2.6 East Rd 14 Plattekill Ulster 2.7 Plattekill Ulster 2.9 Plattekill Ulster 2.9 Frozen Ridge Rd Marlborough Ulster 3.5 Lattintown Rd Newburgh Orange 4.7 Route 9W 9W Newburgh Orange 5.6 Old Post Rd Newburgh Orange 6.1 River Rd Newburgh Orange 6.3 River Rd Newburgh Orange 7 Newburgh Product Lateral I New Windsor Orange 0 I New Windsor Orange 0 Temple Hill Rd 300 New Windsor Orange 0.5 Page 4 of 5 Appendix I.1

7 Table I-1 Proposed Road Crossings Crossing Road Name Highway Number Municipality County Location (MP) Union Ave 69 New Windsor Orange 1.8 San Giacomo Dr New Windsor Orange 1.8 Ellis Ave Newburgh Orange 2.8 Windsor Hwy 32 New Windsor Orange 3.1 New Windsor Orange 3.3 Walsh Ave New Windsor Orange 3.4 Quassaick Ave 9W New Windsor Orange 3.7 Mill St New Windsor Orange 3.8 Walsh Ave New Windsor Orange 4.3 River Rd 980T New Windsor Orange 4.4 Page 5 of 5 Appendix I.1

8 APPENDIX I.2 Construction Traffic Analysis

9 CONSTRUCTION TRAFFIC ANALYSIS Strategy and Assumptions The numbers shown in the figures were obtained from NYSDOT resources and adjusted to show traffic volumes for the 2016 construction season. This was done by using a two percent annual rise in traffic volume per year. The number of vehicles entering and leaving the yard, shown in the tables on the following figures, represent the worst possible scenarios, occurring during the AM Peak Hour (e.g. all employees arriving at the yard in separate vehicles). A number of construction support vehicles (foreman pickup trucks, welding and x-ray inspection trucks, mechanics trucks) may be used by specialty trade craft people to commute to local temporary lodgings. These few vehicles will be widely distributed across several spreads, and will generally not follow the same routes as the crew buses. These vehicles are therefore not included in the AM Peak Hour vehicle counts. The vehicle counts are derived on the assumption that vehicles exiting the contractor yards during the AM Peak Hour are all take the same route to the intersection nearest to the construction spread temporary access road closest to the yards. At that intersection, one third of the vehicles take the last public road to the construction spread access road, and two thirds of the vehicles continue to the next spread. In most circumstances the construction traffic will be spread over multiple access points as the work progresses along the right of way. As such, the number of vehicles in the tables represent the worst case, which is likely to occur only on the first day of construction on a spread. The vehicle counts presented in the Daily Totals column in the tables on the following figures represent two trips for each employee vehicle and bus (travel during the AM and PM Peak Hours), and construction support, pipe and material delivery vehicles traveling between the yards and the construction spreads throughout the day, in addition to the trips made by these vehicles during the peak hours.

10 79,850 79,850 27,390 12, ,966 3,804 4, ,348 RENSSELAER YARD 10,544 1,193 WORK SITE NOTE: VOLUMES SHOWN REPRESENT AADT OBTAINED FROM NYSDOT RESOURCES INCREASED 2% PER YEAR. ROUTES FROM / TO RENSSELAER YARD

11 ACCESS DRIVE ACCESS DRIVE ACCESS DRIVE TEMP ACCESS ROAD AMERICAN OIL ROAD RIVERSIDE AVE ACCESS DRIVE ACCESS DRIVE RENSSELAER YARD GENERATED TRAFFIC IRWIN STEWART PORT EXPRESSWAY AM PEAK HOUR NY 9J NY 9J SOUTH ST AM PEAK HOUR

12 9W BEACON RD ASPRION RD REST AREA WEMPLE RD 9W NYS THRUWAY WORK SITE 9W WEMPLE RD NYS THRUWAY WEISHEIT RD AM PEAK HOUR

13 MALTARI YARD WORK SITE 7157 NOTE: VOLUMES SHOWN REPRESENT AADT OBTAINED FROM NYSDOT RESOURCES INCREASED 2% PER YEAR. ROUTES FROM / TO MALTARI YARD

14 MALTARI YARD NYS Thruway NYS Thruway GREEN LAKE RD OLD GREEN LAKE RD SCHOHARIE TURNPIKE VOSENKILL RD PINEVIEW RD PINE VIEW RD EXT US 9W US 9W WORK SITE GENERATED TRAFFIC AM PEAK HOUR AM PEAK HOUR

15 VALLEY ROAD PIPE YARD WORK SITE NOTE: VOLUMES SHOWN REPRESENT AADT OBTAINED FROM NYSDOT RESOURCES INCREASED 2% PER YEAR. ROUTES FROM / TO VALLEY ROAD PIPE YARD

16 VALLEY RD YARD BLACK LAKE ROAD VALLEY ROAD NYS Thruway TEMP ACCESS ROAD WORK SITE GENERATED TRAFFIC AM PEAK HOUR AM PEAK HOUR

17 11,109 JD BLAKE PIPE YARD WORK SITE 19,914 19,627 19,627 NOTE: VOLUMES SHOWN REPRESENT AADT OBTAINED FROM NYSDOT RESOURCES INCREASED 2% PER YEAR. ROUTES FROM / TO JD BLAKE PIPE YARD

18 JD BLAKE PIPE YARD CONTINUED TO FIG. 10 N CHODIKEE RD N RIVERSIDE RD JANE WOOD RD US 9W NY 299 NY 299 S RIVERSIDE RD OSE RD S CHODIKEE LAKE RD LAURETTA DR GENERATED TRAFFIC AM PEAK HOUR AM PEAK HOUR

19 CONTINUED TO FIG. 11 PARK LN NEW PALTZ RD CONTINUED TO FIG. 9 NY 299 NY 299 NEW PALTZ RD KISOR RD LILY LAKE RD WOODLAND DR AM PEAK HOUR

20 NYS Thruway WORK SITE N. OHIOVILLE RD CONTINUED TO FIG. 10 NY 299 NY 299 NYS Thruway ON RAMP ON / OFF RAMP OFF RAMP PARADIES LN S. OHIOVILLE RD S ELTING CORNER RD AM PEAK HOUR

21 WORK SITE WORK SITE 17,687 17,687 MANHEIM YARD 17,687 WORK SITE 24,162 22,641 NOTE: VOLUMES SHOWN REPRESENT AADT OBTAINED FROM NYSDOT RESOURCES INCREASED 2% PER YEAR. ROUTES FROM / TO MANHEIM YARD

22 CONTINUED TO FIG. 14 UNION AVE OFF RAMP STEWART AVE MANHEIM YARD UNION AVE AUTO PARK PLACE AUTO PARK PLACE HERMAN AVE DALFONSO RD GENERATED TRAFFIC AM PEAK HOUR AM PEAK HOUR

23 WORK SITE TEMP ACCESS ROAD WORK SITE CORPORATE BLVD MC DONALD ST ORR AVE CROSS ROADS CT TEMP ACCESS ROAD TEMP ACCESS ROAD NYS Thruway NYS Thruway UNION AVE UNION AVE CONTINUED TO FIG. 13 WORK SITE AM PEAK HOUR

24 6,924 WORK SITE 8,398 ROUTE 17A Yard 6,924 13,270 NOTE: VOLUMES SHOWN REPRESENT AADT OBTAINED FROM NYSDOT RESOURCES INCREASED 2% PER YEAR. ROUTES FROM / TO ROUTE ROUTE 17A YARD

25 TEMP ACCESS ROAD ROUTE 17 A YARD ORANGE TURNPIKE WORK SITE NY ROUTE 17 NYS Thruway NY ROUTE 17A LONG MEADOW ROAD GENERATED TRAFFIC AM PEAK HOUR AM PEAK HOUR

26 5720 WORK SITE OLD KING'S HIGHWAY YARD NOTE: VOLUMES SHOWN REPRESENT AADT OBTAINED FROM NYSDOT RESOURCES INCREASED 2% PER YEAR. ROUTES FROM / TO ROUTE OLD KING'S HIGHWAY YARD

27 Selected Intersection Descriptions Irwin Stewart Port Expressway and NY 9J Figure 1 The intersection of Irwin Stewart Port Expressway and NY 9J is a four-legged signalized controlled intersection. According to the New York State Department of Transportation, NY 9J is classified as a minor arterial highway while there is no classification for Irwin Stewart Port Expressway or South St. Both NY 9J approaches from the south and north have single lane approaches. The southwest Irwin Stewart Port Expressway approach, and the north east South Street approach have single lane approaches to the intersection. US 9W and Schoharie Turnpike Figure 2 The intersection of US 9W and Schoharie Turnpike, which are both classified as minor arterials according to the New York State Department of Transportation, is four-legged signalized intersection. The approaches from all directions are all single lane approaches with no designated turn lanes. Valley Road and Black Lake Road Figure 3 The three-legged intersection of Valley Road and Black Lake Road is assumed to be a stop controlled intersection. Looking at the area and the lack of street markings, it is assumed to have a functional classification as local as there is no listed classification from the New York State Department of Transportation. US 9W and NY 299 Figure 4 The intersection of US 9W and NY 299 is a four-legged signalized controlled intersection. The 9W approach from the south has two exclusively left turn lanes and two straight through unmarked lanes. The New York State Department of Transportation classifies all legs of this intersection as Principal Arterial Other. The 9W approach from the north has an exclusive left turn lane and an exclusive right turn lane along with two through lanes. The NY 299 approach from the west has two exclusively right turn lanes and one shared through/left lane. From the East approach there is an exclusive right turn lane and a shared through/left lane. The east approach is a park and ride. NY 17K and Union Ave Figure 5 The intersection of NY 17K and Union Ave is a four-legged signalized controlled intersection. According to the New York State Department of Transportation all approaches to this intersection are considered Minor Arterials. The Union Ave Approach from the North has two exclusive left turn lanes, one exclusive through lane, and one shared through/right lane. The Union Ave approach from the south has two exclusive left turn lanes, two exclusive through lanes, and one exclusive right turn lane. The NY 17K approach from the west has two exclusive left turn lanes, two exclusive through lanes, and one exclusive right turn lane. The NY 17K approach from the east has two exclusive left turn lanes, two exclusive through lanes, and one exclusive right turn lane.

28 Selected Intersection Descriptions NY 17A and NY 17 Figure 6 The intersection of NY 17A and NY 17 is a four-legged combined signalized and stop controlled intersection. NY 17 is classified as a Principal Arterial Other and NY 17A is classified as a Minor Arterial according to the New York State Department of Transportation. The NY 17 approach from the south has an exclusive left turn lane with a left turn arrow signal. The two through movement lanes from the south are continuous green arrows. Once through the left turn, at the top of the ramp there is a stop controlled intersection at the intersection of 17A and 17. The two NY 17 approach lanes from the north consist of a continuous green arrow to the right and a signal controlled through movement for the remaining lane. Once through the right turn there is a stop controlled intersection at the top of the ramp. The NY 17A approach from the west is two way stopped controlled with 17A being the uncontrolled direction. At the bottom of the ramps the intersections are signal controlled with the southbound ramp only permitting a right hand turn and the northbound ramp only permitting a left hand turn. Old Kings Highway and Sawkill Ruby Rd Figure 7 The intersection of Sawkill Ruby Road and Old Kings Highway is a three-legged, three way stop controlled intersection with one lane of approach traffic in all three directions. With no functional classification listed by the New York State Department of Transportation for any of the approaches, all approaches are assumed to be minor arterials by analyzing the maps of the intersection.

29 NY 9J South Street Irwin Stewart Port Expressway NY 9J IMAGE TAKEN FROM GOOGLE EARTH. IMAGERY TAKEN 9/19/13 FROM AN ALTITUDE OF 613 FEET. CRITICAL INTERSECTION

30 US 9W Schoharie Turnpike Schoharie Turnpike US 9W IMAGE TAKEN FROM GOOGLE EARTH. IMAGERY TAKEN 9/19/13 FROM AN ALTITUDE OF 518 FEET. CRITICAL INTERSECTION

31 Black Lake Road Valley Rd IMAGE TAKEN FROM GOOGLE EARTH. IMAGERY TAKEN 9/19/13 FROM AN ALTITUDE OF 797 FEET. CRITICAL INTERSECTION

32 US 9W NY 299 US 9W IMAGE TAKEN FROM GOOGLE EARTH. IMAGERY TAKEN 9/19/13 FROM AN ALTITUDE OF 1,079 FEET. CRITICAL INTERSECTION

33 UNION AVE NY 17K NY 17K UNION AVE IMAGE TAKEN FROM GOOGLE EARTH. IMAGERY TAKEN 9/19/13 FROM AN ALTITUDE OF 1,237 FEET. CRITICAL INTERSECTION

34 NY 17A NY 17 NY 17 CR 106 IMAGE TAKEN FROM GOOGLE EARTH. IMAGERY TAKEN 9/19/13 FROM AN ALTITUDE OF 2,207 FEET. CRITICAL INTERSECTION

35 Old Kings Highway Sawkill Ruby Rd Leggs Mills Rd IMAGE TAKEN FROM GOOGLE EARTH. IMAGERY TAKEN 9/19/13 FROM AN ALTITUDE OF 1,169 FEET. CRITICAL INTERSECTION

36 Access Road Intersections US 9W and Wemple Road Figure 8 The intersection of US 9W and Wemple Road is a four-legged signalized controlled intersection. According to the New York State Department of Transportation, US 9W is classified as an Urban Principal Arterial Other while there is no classification for Wemple Road. All approaches to the intersection are single lane approaches. Schoharie Turnpike and Old Green Lake Road Figure 9 The intersection of Old Green Lake Road and Schoharie Turnpike, which neither roads are classified by the New York State Department of Transportation, is a four-legged two way stop controlled intersection. The approaches from all directions are all single lane approaches with no designated turn lanes. Old Green Lake Road is the road that is controlled by stop signs. Valley Road and Temporary Access Road Figure 10 The proposed three-legged intersection of Valley Road and a Temporary Access Road that will be built for this project is not classified by the New York State Department of Transportation. It is assumed it will be a one way stop controlled intersection with the Temporary Access Road being controlled. US 299 and Thruway Figure 11 The intersection of US 299 and the New York State Thruway is a three-legged signalized controlled intersection. The US 299 approach from the west has an exclusive right turn lane with a yield sign at the end of the lane and an exclusive through lane. The US 299 approach from the east has an exclusive left turn lane and an unmarked through lane. The Thruway approach from the south splits into a right turn lane and an unmarked left turn lane. The New York State Department of Transportation classifies US 299 as an Urban Principal Arterial Other and the New York State Thruway as an Urban Principal Arterial Interstate. NY 17K and Corporate Boulevard Figure 12 The intersection of NY 17K and Corporate Boulevard is a three-legged signalized controlled intersection. According to the New York State Department of Transportation NY 17K is classified as an Urban Minor Arterial while Corporate Boulevard is not classified. The 17K approach from the west has an exclusive left turn lane with a left turn arrow, along with an unmarked through lane. The 17K approach from the east has an exclusive right turn lane and a through lane. The Corporate Boulevard approach from the north does not have any designated turn lanes.

37 Access Road Intersections NY 17A and Orange Turnpike Figure 13 The intersection of NY 17 and Orange Turnpike is a three-legged stop controlled intersection. NY 17 is classified as a Rural Minor Arterial and Orange Turnpike is not classified according to the New York State Department of Transportation. The NY 17 approaches from the south and north are both two lane highways with no exclusive turn lanes. The Orange Turnpike approach from the Northwest is stop controlled with no exclusive turn lanes. US 209 and Sawkill Rd Figure 14 The intersection of Sawkill Road and US 209 is an interchange type with US 209 having two lanes of traffic in both directions and having on and off ramps. According to the New York Department of Transportation US 209 to the west of Sawkill Road is classified as an Urban Principal Arterial Freeway or Expressway while to the east of Sawkill road is classified as Urban Principal Arterial Other. Sawkill Road, which is a two lane uncontrolled road, is not classified by the New York State Department of Transportation.

38 US 9W WEMPLE ROAD WEMPLE ROAD US 9W IMAGE TAKEN FROM GOOGLE EARTH. IMAGERY TAKEN 9/19/13 FROM AN ALTITUDE OF 685 FEET. ACCESS ROAD INTERSECTION

39 OLD GREEN LAKE ROAD SCHOHARIE TURNPIKE OLD GREEN LAKE ROAD SCHOHARIE TURNPIKE IMAGE TAKEN FROM GOOGLE EARTH. IMAGERY TAKEN 9/19/13 FROM AN ALTITUDE OF 909 FEET. ACCESS ROAD INTERSECTION

40 VALLEY ROAD TEMPORARY ACCESS ROAD IMAGE TAKEN FROM GOOGLE EARTH. IMAGERY TAKEN 9/19/13 FROM AN ALTITUDE OF 1,077 FEET. ACCESS ROAD INTERSECTION

41 US 299 US 299 US 299 NYS THRUWAY IMAGE TAKEN FROM GOOGLE EARTH. IMAGERY TAKEN 9/19/13 FROM AN ALTITUDE OF 1,895 FEET. ACCESS ROAD INTERSECTION

42 CORPORATE BLVD. NY 17K NY 17K IMAGE TAKEN FROM GOOGLE EARTH. IMAGERY TAKEN 9/19/13 FROM AN ALTITUDE OF 1,571 FEET. ACCESS ROAD INTERSECTION

43 ORANGE TURNPIKE NY 17 NY 17 IMAGE TAKEN FROM GOOGLE EARTH. IMAGERY TAKEN 6/17/10 FROM AN ALTITUDE OF 1,091 FEET. ACCESS ROAD INTERSECTION

44 SAWKILL RD US 209 US 209 SAWKILL RD IMAGE TAKEN FROM GOOGLE EARTH. IMAGERY TAKEN 9/19/13 FROM AN ALTITUDE OF 1,800 FEET. ACCESS ROAD INTERSECTION