4. Safety Concerns Potential Short and Medium-Term Improvements

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1 NH Route 104 Access Management Study Page Safety Concerns Potential Short and Medium-Term Improvements Potential safety improvement strategies are listed by priority based on field observations by Fay Spofford and Thorndike, Inc. (FST) and LRPC staff and input from the NH Route 104 Corridor Study Committee. The following concepts were prepared by FST and are planning level only and are not intended to represent final design solutions. Data required for moving these concepts into design solutions including lane warrant analyses and right of way/easement requirements must be completed prior to implementation. All concepts require further study and information to determine implementation feasibility. Existing and proposed concept plans for the initial five locations described in this chapter can be found in Appendix E, Safety Improvement Existing and Proposed Concept Plans Residential/Commercial Area (Bobby s Girl Diner) at NH Route 104 Bobby s Girl Diner looking east on NH Route 104 Ledge Widening Constraints NH Route 104 in this area is posted at a 55 miles per hour speed limit and has narrow 2-3 foot wide shoulders. This location involves three T intersections with driveways located within approximately a quarter mile along NH Route 104. Two of the three driveways are within a few hundred feet of one another and serve the Bobby s Girl Diner. The furthest west driveway also serves a sixlot subdivision currently under construction in addition to the Bobby s Girl Diner. The third furthest east driveway serves Applewood Estates, an existing single-family development with the potential for an additional 23 units. There has been at least one fatal rear-end fatal crash involving eastbound traffic in this area and may have been other crashes involving injuries. The existing two Bobby s Girl Diner two-way driveways are connected by a loop road parallel to NH Route 104. This parallel driveway provides access to a 90 angle parking bay serving the Bobby s Girl s Diner. Motorists are able to enter and leave from either driveway. The paved NH Route 104 cross-section is constrained by ledge outcrops on both sides as above. To the west of the diner, wetlands constrain the ability to widen NH Route 104. Improvement Strategy NH Route 104 in the Bobby s Girl Diner Area To address the issue on NH Route 104 in front of the Bobby s Girl Diner, if warrants are met, a dualpurpose left turn lane should be considered to provide access to the furthest east driveway at the Diner; the center of the three driveways. The six-unit single-family residential subdivision under

2 construction to the immediate west of the Bobby s Girl Diner should, ideally, share this access. As envisioned, the westerly driveway would be an exit only (as depicted below) while the easterly driveway could either be a two-way driveway or an entrance only. The potential exclusive left turn lane would involve a maximum widening of approximately 12 feet, either on one side of NH Route 104 in front of the Bobby s Girl Diner, or a preferred six-foot widening on both sides with proper transitions for the speed of traffic on NH Route 104. Approximately feet to the east of the center driveway, the third driveway might also be served by a left turn lane. Alternatively, the left turn lane might extend all the way to the Applewood Estates driveway without creating two separate widenings of NH Route 104. Following the Applewood Estates driveway, NH Route 104 would transition back to its existing two-lane roadway cross-section. ONE-WAY Bobby s Girl Diner NH Route 104, New Hampton, NH conceptual widening modification (not to scale) Potential widening on both sides to create left turn lane to Applewood Estates Applewood Estates Conceptual widening modifications looking east on NH Route 104 east of Bobby s Girl Diner on the approach to Applewood Estates (not to scale)

3 NH Route 104 Access Management Study Page Meredith Woods/Clearwater Campgrounds Crossings The Meredith Woods RV Park driveway creates a four-way intersection on NH Route 104 opposite the Clearwater Campgrounds site. The speed limit on NH Route 104 through this area is 55 miles per hour. NH Route 104 slopes through this intersection on a 4-5% downgrade from west to east. The Meredith Woods RV park and Clearwater Campgrounds approaches to the intersection have a sidewalk on the east side (see photo below) and the intersection is controlled by a flashing hazard beacon -- flashing yellow for NH Route 104 and flashing red for Meredith Woods and Clearwater Campgrounds approaches that are augmented by stop signs. A crosswalk is not provided. So daunting is the pedestrian crossing in this area, that a sign on the Clearwater campgrounds sidewalk approach warns pedestrians, golf cart drivers, and trail walkers that children under 16 years of age must cross with an adult. NH Route 104 in this area has two lanes with 6-8-foot wide shoulders on both sides. The hazard beacon is the primary warning given to motorists traversing this intersection. Meredith Woods RV Park /Clearwater Campgrounds Pedestrian and golf cart crossing looking south at NH Route 104 from Meredith Woods approach

4 Improvement Strategy Meredith Woods RV/Clearwater Campgrounds Crossing To improve this pedestrian crossing in an effective manner will involve the potential implementation of traffic calming measures. For example, shoulder pavement markings (e.g., Test European dragon teeth slow markings), and a crosswalk with potential left turn lanes going in and out of Meredith Woods and Clearwater Campgrounds. A crosswalk could be considered, assuming volume warrants are met during the peak summer crossing season. Pedestrian warning signs should continue to be posted on the sidewalks to alert pedestrians and golf cart drivers about the danger of crossing. Consider rumble strips in the painted median and in the centerline to slow traffic as it crosses the intersection. Possible rumble strips between striping Meredith Woods RV Park Golf cart path and sidewalk Continue Dragons Teeth markings for 300 feet on approach; supplement with yellow/green pedestrian Xing signs; Dragons Teeth end 200 feet before the intersection Continue Dragons Teeth markings for 300 feet on approach; supplement with yellow/green pedestrian Xing signs; Dragons Teeth end 200 feet before the intersection Clearwater Campgrounds Golf cart path and sidewalk Possible rumble strips between striping Not to Scale Existing conditions looking west on NH Route 104 from the centerline between Meredith Woods RV Park and Clearwater Campgrounds

5 NH Route 104 Access Management Study Page NH Route 104 at Shingle Camp Road and I-93 Off-Ramp and Construction Road Shingle Camp Road intersects the south side of NH Route 104 to form a T intersection very close to the I-93 southbound mainline. The intersection is located on the opposite side of the I- 93 southbound on/off-ramps and offset by approximately 150 to 200 feet as shown on the photo below. Additionally, a service road developed during the construction of Interstate 93 is located to the west of the I-93 southbound on/off-ramps. This service road will present driveway spacing issues if retained for future use. The speed limit on NH Route 104 in this area is posted at 40 miles per hour. Upon further investigation of the status of the service road, it has been determined that the road was classified by NHDOT as a Class VI road in It is understood that in its current location it would be very difficult to gain a driveway permit from NHDOT to utilize this access due to its close proximity to the Exit 23/NH Route 104 westerly exit ramp. Construction Easement Road Looking west on NH Route 104 at Shingle Camp Road and I-93 Southbound On/Off-ramps

6 Improvement Strategy Shingle Camp Road near I-93 Ideally, in the long term, the Shingle Camp Road should be re-aligned directly opposite the I-93 southbound on-ramp and off-ramp. This should be done only if the combination of the Shingle Camp Road and I-93 southbound off-ramp intersection is found to warrant traffic signalization. The realignment of Shingle Camp Road will require filling, but would create an opportunity for the creation of a new development parcel in the location of the existing Shingle Camp Road layout that would be eliminated. NH Route 104 westbound at the new four-way intersection would be re-striped to provide an exclusive left turn lane to Shingle Camp Road opposite the existing exclusive left turn lane on eastbound NH Route 104 to the southbound I-93 on-ramp. The existing eastbound exclusive right turn lane to the I-93 southbound on-ramp would also be retained. If signalized, the relocated Shingle Camp Road would provide an exclusive right turn lane to NH Route 104 eastbound and a shared through/left lane to the I-93 southbound on-ramp and NH Route 104 westbound. Concurrently, the service road entrance onto NH Route 104 could be redirected westerly to Riverwood Road located approximately ¼ mile to the west of the I-93 on/off-ramps intersection. As envisioned, the relocated construction road could intersect Riverwood Road on the northern edge of a parcel that abuts NH Route 104 between Riverwood Road and the construction easement way. The new road could intersect Riverwood Road approximately ¼ mile north of its intersection with NH Route 104. The relocation of Shingle Camp Road also provides the opportunity to extend the eastbound left turn lane on the approach to the I-93 northbound onramp. Relocate Road Realign to Potential Future Traffic Signal Retain Access Potential development parcel with Shingle Camp Road access? Remove portion of existing roadway Retain Existing Through & Right lanes Potential Future Traffic Modifications NH Route 104 at Shingle Camp Road and I-93 on/off-ramps (not to scale)

7 NH Route 104 Access Management Study Page Chase and Meredith Center Roads at NH Route 104 The aerial below illustrates the relative locations of the Meredith Center and Chase Road intersections with NH Route 104. Chase and Meredith Roads each form T intersections with NH Route 104 and are located approximately 750 feet apart. Chase Road intersects NH Route 104 at an angle skew less than 60 and serves a limited residential area. Chase Road carries much lower traffic volumes than Meredith Center Road, a cross-town connector. During peak hours, approximately vehicles use the right turn lane to turn onto Meredith Center Road, while vehicles turn left out of Meredith Center Road. Meredith Center Road therefore carries approximately 3,500-4,000 vehicles per day or approximately vehicles per hour during peak hours. During the morning peak hour, the right turn from NH Route 104 is the predominant turning movement, while the left turn onto NH Route 104 is the predominant movement from Meredith Center Road in PM peak hours. Meredith Center Road may be a candidate for future signalization in the long term. It is suspected that crashes may be occurring due to left turns out of Meredith Road conflicting with the traffic on NH Route 104 continuing east or west. Exclusive Right Turn Lane Wicwas Lake Base Plan Source: Lakes Region Planning Commission

8 Looking northwest to Chase Road from the south side of NH Route 104 Looking east on NH Route 104 to Meredith Center Road and exclusive right turn lane Improvement Strategy Meredith Center Road/Chase Road at NH Route 104

9 NH Route 104 Access Management Study Page 27 A possible improvement for the Chase Road intersection with NH Route 104 involves the potential re-orientation of Chase Road to reduce the angle skew of the intersection and the potential addition of an eastbound exclusive left turn lane or creation of a bypass lane, particularly if rear-end crashes have been recorded on the eastbound approach to Chase Road (see sketch below). Warrants need to be checked prior to installing an exclusive left turn lane to Chase Road. The westbound approach to the right turn lane approaching Meredith Center Road should be delineated better to ensure that through traffic does not accidentally enter the exclusive right turn lane. In the long term, this intersection may meet traffic signal warrants, particularly if the NH Route 104 corridor experiences significant growth in traffic volumes; the intersection may already meet signal warrants during the summer months when traffic volumes are substantially higher than on an average annual basis. Potential realignment of Chase Road intersection Potential restriping/ widening on NH Route 104 west of Chase Road Potential modifications looking northwest to Chase Road from the south side of NH Route 104 Potential future traffic signal location Potential restriping pattern

10 4.5. Town House Road (east) at NH Route 104 Town House Road (east) at NH Route 104 creates a three-way T intersection with NH Route 104. Due to the orientation of Town House Road vis-à-vis NH Route 104, the predominant turning movements of Town House Road (east) at NH Route 104 are right turns into and left turns out of Town House Road (east). Town House Road (east) provides access to Dana Hill and Strait Roads and is stop sign controlled on its approach to NH Route 104. Town House Road (east) is missing a leveling area on its approach to NH Route 104 (see photo below), as vehicles prepare to make a left turn movement on an upgrade. Because the speed limit on NH Route 104 through this area is 55 miles per hour, accelerating from a stop on an upgrade can represent a hazard, particularly during slippery weather conditions. NH Route 104 curves southerly approximately a quarter mile east of this intersection. The NH Route 104 eastbound approach to this area has one lane with 2-3-foot wide shoulders. Left turns are the predominant turning movement out of Townhouse Road (east), as right turns can be readily made at Town Potential long - term signal Location Consider regrading to flatten the approach to NH Route 104 Consider improvements to the right turn lane Looking west on NH Route 104 at Townhouse Road (east) House Road (west) which intersects NH Route 104 approximately 0.68 mile west of Town House Road (east). The NH Route 104 westbound approach has been widened to create an unmarked right turn lane into Townhouse Road. This provides a slowing lane for westbound right turn traffic into Town House Road (east). Improvement Strategy Town House Road (east) at NH Route 104 Modifying the Town House Road profile to the intersection to create a leveling area at least 60 feet in length and better delineation of the exclusive right turn lane would benefit safety at this intersection. A leveling area would allow easier acceleration onto NH Route 104. Creating the

11 NH Route 104 Access Management Study Page 29 leveling area would involve filling and regrading Town House Road (east) at least 200 feet on its approach to NH Route 104. The intersecting driveway shown on the photo on the previous page would also need to be regraded on its approach to the modified Town House Road (east) profile. Regrading the Town House Road (east) would also provide a long-term opportunity to signalize this intersection. Depending on how much development occurs on roads feeding into Town House Road, this intersection may warrant signalization in the long term. To counterbalance potential modifications to the Town House Road (east) intersection with NH Route 104, the Town House Road (west) intersection with NH Route 104 has an exclusive left turn lane on its eastbound NH Route 104 approach. Directly opposite the Town House Road (east) intersection, the predominant turning movements at Town House Road (west) are right turns out and left turns in; it is unlikely that these movements will warrant traffic signalization in the long term. A key issue related to the any improvements at Town House Road (east) intersection is the future development of lot R located directly across NH Route 104 from the intersection. As described in Chapter 5, Access Management Strategies, lot R has been identified for consideration of the future acquisition of access rights. If the acquisition of access rights were to move forward, it would be imperative that any improvements be coordinated with the location of any future access to that lot. Looking north at Town House Road (west) from the south side of NH Route 104

12 4.6. Main Street at NH Route 104 NH Route 104 forms a four-way intersection with Main Street and Firehouse Lane in the Town of New Hampton. An 11-foot wide left turn lane is provided in both directions of the highway to accommodate left turns into both Main Street and Firehouse Lane. The intersection has a flashing hazard beacon above the intersection - flashing yellow for NH Route 104 and flashing red for Main Street and Fire House Lane. Travel speeds approaching Main Street and Firehouse Lane are rather high from observations (see Figure 2.3). NH Route 104 has a curved alignment on the eastbound approach to this intersection and Main Street is slightly offset from Firehouse Lane. NH Route 104 at Main Street and Firehouse Lane Potential Striping Improvement Concept Improvement Strategy Main Street and Firehouse Lane at NH Route 104 Potential improvements to this intersection could involve possibly restriping to move the through traffic around the left turn lane and reduce the potential for rear end collisions. Possibly, Firehouse Lane could be signalized with an emergency actuated traffic signal from the firehouse driveway. This would require four new signal heads and a traffic signal controller.

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